2221 Alicia Ln RES19-0368 Int Remodel/Win, Door rt''''''' RESIDENTIAL PERMIT PERMIT NUMBER
�4'.j
,? CITY OF ATLANTIC BEACH RES19-0368
'r ISSUED: 1/21/2020
800 SEMINOLE ROAD
V ATLANTIC BEACH. FL 32233 EXPIRES: 7/19/2020
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
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.
JOB ADDRESS: PERMIT TYPE: DESCRIPTION: i VALUE OF WORK:
2221 ALICIA LN RESIDENTIAL ALTERATION INTERIOR REMODEL, $98000.00
RESIDENTIAL WINDOW AND DOORS
TYPE OF , REAL ESTATE ZONING: BUILDING USE SUBDIVISION:
CONSTRUCTION: NUMBER: GROUP:
169519 0770 TIFFANY BY THE SEA
COMPANY: ADDRESS: CITY: STATE: ; ZIP:
North Florida Construction
Company, LLC 6685 Bowie Road Jacksonville FL 32219
OWNER: ADDRESS: CITY: STATE: ZIP:
BRADY KYLE 2221 ALICIA LN ATLANTIC BEACH FL 32233-5975
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR 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.
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
I
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $472.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $236.00
BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.37
STATE DCA SURCHARGE 455-0000-208-0600 0 $7.58
Issued Date: 1/21/2020 1 of 2
RESIDENTIAL PERMIT PERMIT NUMBER I
(ro..m.,..,0
.: RES19-0368
. �� CITY OF ATLANTIC BEACH
��r ISSUED: 1/21/2020 800 SEMINOLE ROAD
`oi319 EXPIRES: 7/19/2020
ATLANTIC BEACH. FL 32233 I
TOTAL:$776.95
Issued Date: 1/21/2020 2 of 2
Doc # 2020015637 , OR BK 19076 Page 1381 , Number Pages: 1 ,
Recorded 01/21/2020 10: 09 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00
.t�JJ
NOTICE OF COMMENCEMENT
State of 19c Tax Folio No..
County of Duv`) I
To Whom It May Concern:
The undersigned hereby informs you that Improvements will be made to certain real property,and in accordance with Section 713
of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEME T.
Legal Description of property being improved: 146-`�y 13,7- g at)
T.( T,A4 64 �L.c�-gO) LQ
a i (�� 1C;) L,N ( v. C&. F� 3i3.3
Address of property being improved: �� � � � 7 ,n� � � � ��
General description of improvements: (-10/A6 Pe/'QUQ'�i (� , Dr
Owner: y 1&�. Ale)c�I Address: DD.)! AL-c/o 4.1‘1 na�0!' C JJCr "�1,
Owner's interesttin site of the improvement: 3 37
Fee Simple Titleholder(if other than owner):
Name: {' \ r ��/� /
Contractor: NCE/r�� .�'lOf L/�Qr (-r1/1S`�(( 4iQ ' (Jr-NYi / 11
Address: 6654 IDW i & f ?e;( le-K.p��n NI 110- Ai, 3 dd 9
Telephone No.:96 G/- (9f).-2- 6s-d3
Fa No:
Surety(if any)
Address: i Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Faz No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may
be served:Name: •
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b),Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fal 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):
1T4 4
THIS SPACE FOR RECORDER'S USE44NNER
16. �
i
• ° L15„671 Date:
me this k - day in the Coun of Pim!,State
T-wp Zda,has personally appeared
'� � �+9t+st 18,2D23
�",N; No.GG �lotai Public at Large,Stat f Floridan unty of Duv .
35558 ,
'.,•, t I�y$mmission expires: ol�(I—1 ,2l?j�3
TF••V ��G•'�� ic�nally Kriown: ` or
,�����/O; ;;Oeloduced Iddntlflcation: >( r[. DI.,
iylyr City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
; 800 Seminole Road
., -, Atlantic Beach, Florida 32233-5445 RE� -CD3 `;'�G
Phone(904)247-5826 Fax(904)247-5845
9%' E-mail: building-dept@coab.us Date routed: ` i ��'
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 222_ .k Li C i A L Department review required Yes ! No
-wilding
Applicant: l v pc-Z..`Ct--1 R CADSL Qom '"fanning &Zoning
Tree Administrator
Project: \ '' 1 2.10 2 - 1 —(AOC) Public Works
Public Utilities
p pU.DS tCO Q_S Public Safety
Fire Services
Review fee $ Dept Signature
Review or Receipt
Other Agency Review or Permit Required of Permit Verified By_
Date
Florida Dept. of Environmental Protection
Florida Dept. of Transportation (2c
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants ; \0
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ❑Approved. RDenied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING q
Reviewed by: frk ! Date: 2- I R
TREE ADMIN. Second Review:
Approved as revised. Kbenied. Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES �/ �
PUBLIC SAFETY Reviewed by: / i `y Date: I-1 3 'a 0
FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ['Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
t=''''%•,, Building Permit Application OFFICE COPY Updated 10/9/18
J
• ; City of Atlantic Beach Building Department **ALL INFORMATION
iJ
\ fi; 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
-,_..o.;11.)
J� 1JIS REQUIRED.
Phone: (904) 247-5826 Email: Building-(jDept@coab.us 2
Job Address: j� 1 c C ( ) L N.) 11\1�nlr( Itltin PermitNu�mber: RE
st bJ
Legal Description q6-9 1 37_aS - ,-)9 j, c •I(1(�_t 8_, At-c.- RE# /69,99-0770
Valuation of Work(Replacement Cost)$ 7 e, 000. 00 Heated Cooled SF I d
/ •?��'/ ( Non-Heated/Cooled 6SO
• Class of Work: ❑New ❑Addition D7eration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door
• Use of existing/proposed structure(s): ❑Commercial E R sidential
• If an existing structure,is a fire sprinkler system installed?: ❑Yeso
• Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit)
Describe in detail the type of work to be performed: r Q,r t 0�, t/ �, ' e w.1 4 /
JJ." J
Florida Product Approvalf! 5 i 67 (h tvq n W,red for multiple products use product approval form
Property Owner Information
Name y.4)\C" @tC -\cAddress d -- 1 �Ai' (. ,4 LSI
City IMa.P X-C 4 State 0, Zip 3-c) 3 31 Phone
E-Mail
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information C ' ),I
Name of CompanyOil Poli 1 4 CoI UCF•Gn qualifyin Agent �� �G\ t r f
Address &,e GC'w j( F C�' CitsC) ,/ vu' 16 State
(, Zip ail q
Office Phone q&y'-0 37-(jam 3 Job Site Contact Number ,-)t\/1A 9 v i-/-5-7/- L/-1
State Certification/Registration# C IcC 1 5 / 7q7 E-Mail gg,e.a•4 en CI,(n;(4-} S1 6 6-m,,, l , t 0 M
Architect Name&Phone# Pt.(,C.:-
Engineer's Name&Phone# co /- 6 0( 0
Workers Compensation Insurer OR Exempt❑ 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 regulating
construction in this jurisdiction. I 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 ATTO EY BEFORE
RECORDIN YO�R� NCE OF COMMENCEMENT.
1/r
(Signatur Owner or Agent) (Signature of Contractor)
igned and sworn to(or . firm-d) befor- ���{ 11- ,�iji,rpf ned and sworn to(or : ed) be m:.this '.`—day of
(Signal' o;Mb .Expires 'f (Sign. re •f o-Ear
S S August 18,20P3 S
N No.GG 355578 :P TONI GINDLESPERGE'
is
[ ]Personally Known OR '� °Ug �C;• �: (-� sonally Known OR ,. c�� ABY CO I I�#GG 353178
�•'•••..C••• �O�• ' ;p4 EXPIRES:October 6,2023
�i �• [ ]Produced Identification '•',;'�-..F underwriters
[}'Produced Identificatiort/ �` Q� Bonded -
f � •t" 1..�- O � �•;FOF F1.,0.` Bowled TNS f'�ArY pubic __.-
y`pe of Identification: L' 'Ofa F1-�-- Type of Identification: •
{11-1{; - ._.._
s� CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
r ATLANTIC BEACH, FL 32233
(904) 247-5800
BUILDING REVIEW COMMENTS
Date: 12/17/2019
Permit#: RES19-0368 Site Address: 2221 ALICIA LN
Review Status: Denied RE#: 169519 0770
Applicant: North Florida Construction Company, LLC Property Owner: BRADY KYLE
Email: northfloridallc@gmail.com Email:
Phone: 9042370523 Phone:
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. Create a cover page for your business. I will attach a PDF with some guidelines if the information that
should be on the cover page. Some items may not pertain to this project. 2 copies needed.
2. Expand upon the narrative that was submitted on the permit application for the scope of work to be
performed. The box says `Describe in detail the type of work to be performed'. Please apply this to the
cover pages.
3. Submit 2 copies of the existing and proposed floor plan.
4. Submit 2 copies of the Atlantic Beach Florida Product Approval information sheets for the windows and
doors to be installed.
5. Submit 1 copy of all window and door installation/engineering cut sheets from the DBPR product
approval website for FL#s submitted on the product approval information sheets.
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
1
t
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.
Revision Request/Correction to Comments **ALL INFORMATION
HIGHLIGHTED IN
s
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233 '�
,�`" V 247-5826 Email: Buildin -Det coab.us PERMIT RES 3t,6,
Phone: (904) � p @ �� b
� 1
Revision to Issued Permit OR ❑ Corrections to Comments ' Date: /^ I��rJ �J
Project Address: a a a 1 0- ` i i C.� 60.CLI` ` ZZZ. ( FUC.,i P U\
Contractor/Contact Name: i v oC\I- clot ( Q C it j (t L k64
Contact Phone: R(\r '1• 6 k I Email: g 1A1 f' ' 46a I tsLI I 11/ 6::-
6 M"41 <°i'(
Description of Proposed Revision/Corrections: J
r_) \ ,,Otr\c-) pill, S I ik)01C-,5 A--4 -}-q ) et
(c) I` .} r`(‘ Ot f f t 1— affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Wil oposed revision/corrections add additional square footage to original submittal?
mill No ❑ Yes (additional s.f.to be added: )
• Wi roposed revision/corrections add additional increase in building value to original submittal?
No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: '2.0
(Office Use Only)
[ I Approved Xi-Denied I Not Applicable to Department Permit Fee Due$ "4-0"'
Revision/Plan Review Comments
Department Review Required:
Building
P anning&Zoning Reviewed By
Tree Administrator
Public Works r�
Public Utilities l/— / J a v
Public Safety Date
Fire Services updated l0/17/18
S rL�Jr
l�.
,� , CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
If)af ATLANTIC BEACH, FL 32233
(904) 247-5800
P1.0111911"
BUILDING REVIEW COMMENTS
Date: 1/13/2020
Permit#: RES19-0368 Site Address: 2221 ALICIA LN
Review Status: Denied RE#: 169519 0770
Applicant: North Florida Construction Company, LLC Property Owner: BRADY KYLE
Email: northfloridallc@gmail.com Email:
Phone: 9042370523 Phone:
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. Submit the 2 copies of the energy documents that were discussed at our meeting, 1.13.2020.
2. On the back of both copies of the FL# information sheets the contractor shall fill out the page left blank.
This can be done when bringing in the resubmittals.
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
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.
ALL
Revision Request/Correction to Comments **HIGHLI HIED I ON
.411:4t1,\,')
`, HIGHLIGHTED IN
r,l City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
"`';'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I\C �r I ` r — C a<
❑ Revision to Issued Permit OR I Corrections to Comments Date: I- 1 c 3 0 3 v
5
Project Address: 1C ( Q t , "
Contractor/Contact Name: 12 Not\ -F( ort.e- O (CA 14( C_C1-rig 140I1o4
Contact Phone: () Ac1/4 (A c,3 �I Email: gIC`c\-\ (kJ.; sk
Description of Proposed Revision/Corrections:
a(e ___ S 4 u S [ 0cr -�
SAH 15 2920
(../116..:60- affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
Building Department
• Will_proposed revision/corrections add additional square footage to original atlyttlAtlantic 3each, FL
I f1 o ❑ Yes (additional s.f.to be added:
• Will proposed revision/corrections add additional incr ase in building value to original submittal?
❑No ❑*Yes (additional increase in building va : $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent:
(Office Use Only)
IY Approved I I Denied I Not Applicable to Department Permit Fee Due$ 0 0 d
Revision/Plan Review Comments
De a nt Review Required:
uilding
tanning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities /— 16-- av
Public Safety Date
Fire Services Updated 10/17/18
OFFICE COPY
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED)
*Project Address: a d a 1 A ` 'C r Q LIV
` Permit#: P S /9 E
*Owner/Project Name: k1't41\c,
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.floridabuilding.org.
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
A. EXTERIOR DOORS �
1.Swinging IN-Q(1.1 :n q(Cr (I boo I (b It 96
2.Sliding G_Sw.n �`� S f �l�f�Aoo� • 9a26/.
3.Sectional
4. Garage Roll-Up
5.Automatic "'
6. Other �lt0 L.../0 I I YQ o 4 t�civ d311
B.WINDOWS
1.Single hung ki\/ E(-a'8 35d
2. Horizontal slider
3. Casement Mnitli n , 13631. c
4. Double hung \ I
5. Fixed (V-4l) (/\ Fl• I� 3 )4' J
6.Awning AA()(I.►-n (, (-7-43. ?
7. Pass-through
8. Projected
9. Mullion
10.Wind breaker
11. Dual action
12. Other 0,0 rvrC\ Mt/ 111 C''n 1 cc/. (1/63. 54
Page 1 of 4 Updated 10/17/18
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
C. PANEL WALL
1.Siding
2.Soffits
3. EIFS
4.Storefronts
5. Curtain walls
6.Wall louvers
7.Glass block
8. Membrane
9. Greenhouse
10.Synthetic stucco
11. Other
D. ROOFING PRODUCTS
1.Asphalt shingles
2. Underlayments
3. Roofing fasteners
4. Nonstructural metal
roof
5. Built-up roofing
6. Modified bitumen
7.Single ply roofing
8. Roofing tiles
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
17. Other
Page 2 of 4 Updated 10/17/18
•
Category/Subcategory Manufacturer Product Description Limitation of Use State# Local#
E. SHUTTERS
1. Accordion
- 2. Bahama
3.Storm panels
4. Colonial
5. Roll-up
6. Equipment
7. Other
F.STRUCTURAL
COMPONENTS
1.Wood
connector/anchor
2.Truss plates
3. Engineered lumber
4. Railing
5. Coolers-freezers
6. Concrete admixtures
7. Material
8. Insulation forms
9. Plastics
10. Deck-roof
11. Wall
12. Sheds
13. Other
G. SKYLIGHTS
1. Skylight
2. Other
H. NEW EXTERIOR
ENVELOPE PRODUCTS
1.
2.
Page 3 of 4 Updated 10/17/18
OFFICE COPY
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): *Contractor Signature:
*Company Name:
*Mailing Address:
*City: *State: *Zip Code:
*Telephone Number: *E-mail Address:
Cell Phone Number: Fax Number:
.r
Page 4 of 4 Updated 10/17/18
Florida Product approvals for Alicia Lane
MARVIN PRODUCTS:
IMPACT DIRECT GLAZED: FL-17783.2
NON-IMPACT CASEMENT: FL-13631.2
NON-IMPACT DIRECT GLAZED: FL-12378.1
NON-IMPACT FRENCH DOOR: FL-10196.9
MULLION: FL-17163.4
E.S.WINDOWS:
IMPACT SLIDING GLASS DOOR: FL-22267.1
IMPACT FD: FL-21835.2
EURO-WALL:
NON-IMPACT BIFOLD DOOR: FL-27023.1
North Florida Construction Co. LLC
6685 BOWIE RD
JAX FL 32219 OFFICE COPY
LIC.#CBC1254797/ CCC1328371
PHONE (904)237-0523
COAB Cover Page
-Job Name:
Brady Residence
-Job Description
Close in 2 existing patios with wood framing & windows
Replace all windows & doors entire home
New stucco on entire home
New Kitchen cabinets
-Job Contact
Joe Holton 904.237.0523
Randy Mcknight 904.571.4790
-Job Address:
2221 Alicia Ln
-Design Engineer:
AGC
301053rd st
904.241.8010
-All Drawings designed per 2017 Fl Building code
OFFICE COPY FORMS
FLORIDA BUILDING CODE, ENERGY CONSERVATION
Residential Building Thermal Envelope Approach
FORM R402-2017 Climate Zone 0
Scope:Compliance with Section R401.2(1)of the Florida Building Code,Energy Conservation,shall be demonstrated by the use of Form
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
Conservation. I
PROJECT NAME .1'
AND ADDRESS: d BUILDER:00(4& (cif ; CUn -4,-C
a a a i (�I.�c; � S 4,?01
OWNER: 1, n PERMITTING OFFICE:
K-t`C U(C LI JURISDICTION NUMBER:
PERMIT NUMBER: '
General Instructions: '
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.
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.
1. New construction,addition,or existing building 1. taT$ 4, 9 '
2. Single-family detached or multiple-family attached 2. 51 yl 9 /t r fli% . 14 '
3. If multiple-family,number of units covered by this submission 3.
4. Is this a worst case?(yes/no) 4.
5. Conditioned floor area(sq.ft.) 5. ci7OO
6. Windows,type and area
a) U-factor: 6a. NE 64.! 4-‘" Q"s -,1 irfk I(C�
b) Solar Heat Gain Coefficient(SHGC) 6b. I
1 c) Area 6c.
7. Skylights
a) or: 7a. nI
b) SolarSolar Heat Gain Coefficient(SHGC) 7b. ] 1
8. Floor type,area or perimeter,and insulation:
a) Slab-on-grade(R-value) 8a. -ri I -on S I I
b) Wood,raised(R-value) 8b. I
c) Wood,common(R-value) 8c. '
d) Concrete,raised(R-value) 8d.
e) Concrete,common(R-value) 8e.
9. Wall type and Insulation: '
a) Exterior: 1. Wood frame(Insulation R-value) 9a1. I
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 1
a) Attic(Insulation R-value) 10a. J +4 L , I
b) Single assembly(Insulation R-value) 10b. '
11. Air distribution system: QV q I
a) Duct location,Insulation 11a.
b) AHU location 11b. I
c) Total duct leakage.Test report attached. 11c. cfm/100 s.f. Yes 0 No 0 I
12. Cooling system: a)type 12a. [f 004"..1.• /4 C-C IP-4I.f -
b)efficiency 12b. _ I
13. Heating system: a)type 13a. / I
b)efficiency 13b. 6 GO 1•-•.-6- lt Cal ,�np / ,j
14. HVAC sizing calculation:attached 14. Yes 0 No 0
15. Water heating system: a)type 15a. ‘1 GC.4-(i C '
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
i In compliance with the Florida Building Code,Energy Conservation, compliance with the Florida Building Code,Energy Conservation.Before
PREPARED BY:,f G(Q Nd/UA\ Date /-/S-ga CO construction Is complete,this building will be Inspected for compliance In
I hereby certify that this building Is In compliance with the Florida Building accordance with Section 553.908,F.S. _� '
Code,Energy Conserve n. / /S.c)G.a6 CODE OF IC L_ ,6 l i
OWNER/AGENT: ( Date:! J Date:_ 1
FLORIDA BUILDING CODEJ -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=
I SHGC=0.25 SHGC=0.25 SHGC=
Skylights U-factor=0.75 U-factor=0.65 U-factor=-
I
I SHGC=0.30 SHGC=0.30 SHGC=
I Doors:Exterior door U-factor=NR U-factor=0.40' U-factor=
I Floors:
Slab-on-Grade NR NR
I Over unconditioned spaces` R-13 R-13 R-Value=
I Walls`:Ext.and Adj.
Frame R-13 R-13 R-Value=
IMass
Insulation on wall interior R-4 R-6 R-Value=
I Insulation on wall exterior R-3 R-4 R-Value=-
1
I Ceilings' R=30 R=38 R-Value=
I Air infiltration Blower door test Is required on the building envelope to verify leakage<1 ACH; Total leakage=ACH
test report provided to code official. Test re ort attached?
I Yes No❑
I Air distribution system':
Air handling unit Not allowed in attic Location:
I Duct R-value R-value>_R-8(supply in attics)or>_R-6(all other duct locations) R-Value=
I Air leakages:
Duct test Postconstruction test Total leakage<_4 cfm/100 s.f. l leakage= cfm/100s0s.f.
I Rough-in test Total leakage 5 4 cfm/100 s.f.(air handler installed) ToTotatast report Attached? Yes 0 0
I Total leakage<3 cfm/100 s.f.(air handier not Installed) Location:
Ducts in conditioned space Test not required if all ducts and AHU are In conditioned space
I Air conditioning system: Minimum federal standard required by NAECA6:
Central system<_65,000 Btu/h SEER 14.0 SEER=
I Room unit or PTAC EER[from Table C403.2.3(3)] EER=
I Other: See Tables C403.2.3(1)-(11)
Heating system: Minimum federal standard required by NAECA':
I Heat pump<_65,000 Btu/h HSPF 8.2 HSPF=
I Gas furnace,non-weatherized AFUE 80% AFUE=
Oil furnace,non-weatherized AFUE 83% AFUE=
I Other:
I Water heating system(storage type): Minimum federal standard required by NAECA6:
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=
I Other(describe):
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 R402.3.3.
(3)One side-hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement.
I
(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)(f),(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(1-11) 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)
OFFICE copyFORMS
TABLE R402B MANDATORY REQUIREMENTS
Component Section Summary of Requirements) 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 S 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.21A440. '
Fireplaces:Tight-fitting flue dampers&outdoor combustion air.
Programmable R403.1.2 A programmable thermostat is required for the primary heating or cooling system.
thermostat �
11403.3.2 Ducts shall be tested as per Section 11403.3.2 by either Individuals as defined in Section 553.993(5)or(7),Florida
Air distribution system 11403.3.4 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. 11-3 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 11403.10 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 11404.1 At least 75%of permanently installed lighting fixtures shall be high-efficacy lamps.
FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) R-57
l
C
R•58 FLORIDA BUILDING CODE-ENERGY CONSERVATION,6th EDITION(2017)
OFFICE COPY a I ,41�-c
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):Joe Holton *Contractor Signature:d e -
*Company Name: North Florida Construction
*Mailing Address: 6658 Bowie rd
*City: Jacksonville *State: Fl *zip Code: 32219
*Telephone Number: (904) 237-0523 *E mail Address: Randymcknight571 @gmail.com
Cell Phone Number: (904) 571-4790 Fax Number:
Page 4 of 4 Updated 10/17/18
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DINING ROOM
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OFFICE COPY
GENERAL NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
EDITION, ACI, NDS, APA AND ASCE?-10.
2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN
COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
COMMENCING CONSTRUCTION.
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
OTHERWISE ON THE PLANS.
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS,
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR,
STEEL GENERAL NOTES
1. STRUCTURAL STEEL:
1.1. WIDE FLANGE SHAPES (W SECTIONS) - ASTM A992, GRADE 50, FY= 50 KSI
1.2. CHANNELS, ANGLES, PLATES, RODS, AND BARS - A36, FY = 36 KSI
1.3. SQUARE AND RECTANGULAR TUBES ASTM A500 - GRADE B, FY= 46 KSI
1.4. PIPES ASTM A53- GRADE B, FY= 36 KSI
2. ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO ASTM A36 OR A307.
3. DESIGN, FABRICATION AND ERECTION: AISC MANUAL OF STEEL CONSTRUCTION, ASD.
4. BEAM SIMPLE, SHEAR CONNECTIONS NOT DETAILED ON STRUCTURAL DRAWINGS SHALL BE
DESIGNED BY STEEL SUPPLIER FOR LOADS SHOWN ON DRAWINGS OR FOR REACTIONS
DETERMINED BY USING THE ALLOWABLE UNIFORM LOAD AS TABULATED IN PART 2 OF THE
AISC MANUAL OF STEEL CONSTRUCTION FOR THE SECTION, SPAN AND STRENGTH OF STEEL
SPECIFIED. CONNECTIONS: 3/4" DIAMETER BOLTS, ASTM A325 TIGHTENED TO A SNUGTIGHT
CONDITION PER AISC REQUIREMENTS.
5. WHERE STEEL MEMBERS ARE WELDED AND NO SIZE IS SPECIFIED, PROVIDE FULL LENGTH
FILLET WELDS BOTH SIDES OF MEMBER. WELD SIZES SHALL BE AS FOLLOWS UNLESS NOTED
OTHERWISE:
MEMBER THICKNESS (INCHES) WELD SIZE (INCHES)
3/16 3/16
114 3/16
5/16 3/16
3/8 1/4
7/16 1/4
1/2 5/16
9/16 3/8
5/8 7/16
6. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL OF
THE ENGINEER AS TO LOCATION AND TYPE OF SPLICE TO BE MADE. ANY MEMBER HAVING A
SPLICE NOT SHOWN AND DETAILED ON SHOP DRAWINGS WILL BE REJECTED.
7, ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE. USE E70 SERIES
ELECTRODES FOR ALL STRUCTURAL STEEL WELDS.
8. SEE THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL ITEMS REQUIRED TO BE
HOT -DIP GALVANIZED AFTER FABRICATION.
9. STRUCTURAL STEEL SHALL BE PUNCHED FOR WOOD BLOCKING, NAILERS, CLIPS AND TIES IN
ACCORDANCE WITH ARCHITECTURAL/STRUCTURAL DETAILS.
10. ULTRASONIC INSPECTION BY THE TESTING LABORATORY SHALL BE PROVIDED FOR ALL WELDS
CALLED FOR ON THE STRUCTURAL DRAWINGS OR SHOP DRAWINGS AS PARTIAL OR FULL
PENETRATION WELDS.
11. ALL STEEL EXPOSED TO VIEW SHALL BE CLASSIFIED AS ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL (HESS) AS DEFINED BY THE AISC CODE OF STANDARD PRACTICE AND
SHALL BE TREATED AS SUCH.
EPDXY NOTES
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE:
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
ACCORDANCE WITH APPLICABLE SAFETY LAWS.
3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000
PSI AND TENSILE STRENGTH OF 2,300 PSI.
4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE
DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
LAITANCE, DUST, DIRT, AND OIL.
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE
YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS
PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO
DO THE WORK.
LOAD TABLE COMPONENT AND CLADDING
ROOF: DESIGN PRESSURES
LIVE LOAD: 20.0 PSF
DEAD LOAD: 7.0 PSF
CEILING:
LIVE LOAD:
0.0 PSF
LIVE LOAD -STORAGE:
30.0 PSF
DEAD LOAD:
5.0 PSF
FLOOR:
-31.5
LIVE LOAD:
40.0 PSF
DEAD LOAD:
10.0 PSF
DECK LIVE LOAD:
50.0 PSF
WI N D LOADS:
-32.2
WIND SPEED:
130 MPH
EXPOSURE:
D
IMPORTANCE:
1.0
BUILDING CATEGORY:
II
ENCLOSED BUILDING:
INTERIOR PRESSURE
® W
COEFFICIENT:
0.18
ROOF PITCH: MATCH EXISTING
EFFECTIVE
AREA,SF
END ZONES PSF
INTERIOR ZONES,
PSF
0-20
28.9
-37.9
28.9
-31.5
20-50
27.1
-34.0
27.1
-29.9
50-100
25.6
-32.2
25.6
-28.4
100-200
24.6
-28.9
24.6
-27.1
MASONRY NOTES
1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR
MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE.
2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE
STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II
3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL
CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT
SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED 5/". FULL BEAD
AND HEAD JOINTS SHALL BE USED.
4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE
MAXIMUM AGGREGATE SIZE SHALL BE 8" GRADED TO PRODUCE= FINE GROUT IN CONFORMANCE
WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES.
5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA
LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE
REINFORCING IN CELLS.
6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY
CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND
CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN
PLACE UNTIL THE STRUCTURE IS COMPLETE.
7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND
SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM
A82, SPACED AT 16" O.C. VERTICAL MAX.
8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM
CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY
MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL
STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION.
9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN
INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY
UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS.
10. CASTCRETE PRECAST LINTELS TO BE USED OVERALL OPENINGS, UNO. SEE PLAN FOR SIZE AND
REINFORCEMENT.
OTES1FRAMING NOTES -
1 .
. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE
TREATED.
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
7. DIMENSION LUMBER
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL. DIMENSIONS
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND
LENGTH PER THE DETAILS.
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED
BELOW:
8d = 0. 131 " x 2-1/2"
10d=0.148"x3"
12d = 0.148" x 3-1/4"
16d = 0.162" x 3-1/2"
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
AND/OR THE FOOTING DETAILS SHEET.
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
SHEATHING NOTES
FOR WALL SHEATHING:
1. FOR STUCCO AND STONE: MIN 32" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED
VERTICALLY, OR MIN 16" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO
WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
2. FOR ALL OTHER VENEER: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE,
12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL
EDGES).
3. FOR CURVED WALLS: TWO (2) LAYERS OF 4" PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. ON
EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24"
MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT.
FOR ROOF SHEATHING:
1. FOR SHINGLE AND METAL ROOF: MIN 16" OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED
PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN
FIELD.
2. FOR TILE ROOF: MIN �" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD
CONDITIONS, BLOCK PANELS AT 12" O.C.
FOR FLOOR DECKING:
1. MIN ;-" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND
MINIMUM 4" THICKNESS.
FOR PORCH CEILING SHEATHING:
1. MIN 8" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING.
FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD.
EXISTING WALL FRAMING
3" LIGHTWEIGHT CONCRETE SLAB
(2) LAYERS OF!" PLYWOOD. FASTEN
TO TOP PLATE WITH 10d NAILS AT 6"
O.C. ON EDGE, 12" O.C. IN FIELD.
2X4 KNEE WALLS AT 24" O.C.:
• BOTTOM PLATE TO EXISTING SLAB
WITH 16"X6" TAPCONS AT 12" O.C.
AND AT SPLICES.
• 2X4 STUDS AT 16" O.C. FASTEN
EACH END WITH (3) 10d TOE -NAILS.
• 2X4 TOP PLATE, NO SPLICES
ALLOWED.
EXISTING SLAB
EXISTING WALL FRAMING
ALL DECK LUMBER AND X -BRACING
IS PRESSURE TREATED AND ALL
PLYWOOD IS MARINE GRADE.
&-3/
"
10 S3
-/
KNEE WALLS, DECKING AND
SLAB. SEE SECTION 1.
2X4 X BRACING AT KNEE WALL
STUDS. FASTEN EACH END
WITH (4) 10d NAILS. SEE PLAN
FOR X -BRACING LOCATION.
EXISTING SLAB
KNEE WALLS, DECKING AND
SLAB. SEE SECTION 1.
/- 2X4 X BRACING AT KNEE WALL
STUDS. FASTEN EACH END
WITH (4) 10d NAILS. SEE PLAN
FOR X -BRACING LOCATION.
EXISTING SLAB
-BRACE DETAIL
11
3/4
i
SHEET INDEX
S1.01
COVER PAGE/GENERAL NOTES
S2.01
... ___
SECOND AND THIRD LEVEL WALL.__ __.
z
PLAN
S3.01
FRAMING DETAILS
OFFICE C O
REVIEWED FOR CODE COMPUANC
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITION§
REVIEWED BY:� U DAMP
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3
S3.01
THIRD LEVEL WALL PLAN
1/4"= V-0"
OL.
FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
STUD MATERIAL: 2x No. 2 SPF, UNO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
HEADER NOTATION IS:
NUMBER OF PLIES IN HEADER
NUMBER OF KING STUDS
(2),2x6,2:1
NUMBER OF CRIPPLE STUDS
SIZE OF DIMENSIONAL LUMBER
SHEAR WALLS:
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
# SHEARWALL LOCATION
SW
_/S SEE DETAILS FOR FASTENERS
SHEET NUMBER
DETAIL NUMBER
SHEAR WALL DESIGNATION
PORCH/GLULAM BEAM
INTERIOR BEARING WALL
DECK KNEE WALL
INDICATES GLAZING CLASSIFIED AS END ZONE.
EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE. SEE "COMPONENT AND CLADDING DESIGN
PRESSURES," ON COVER SHEET.
OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO
STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO CMU WALL
BELOW WITH LTT20B. USE 10d NAILS IN ALL HOLES.
FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING
WITH 10d NAILS AT 3" O.C.
ROPOSED OPENING
1 1/2" = 1'
#5 BAR EMBEDDED 8" INTO
CONCRETE BOND BEAM AND 25"
INTO FILLED CELL
EXISTING CONCRETE BOND
BEAM
L 4"X4"X3/8" ANGLE FASTEN TO
EXISTING FILLED CMU CELL
WITH 1/2" LAG BOTLS 24" O.0
WITH (2) 1/2" LAG BOLTS AT
ENDS
VERIFY EXISTING FILLED CELL.
IF NOT USE 3000PSI CONCRETE
FILLED INTO CMU CELL w/ 1 #5
BAR
REMOVE BLOCK FOR NEW
OPENING.
#5 BAR 25" INTO FILLED CELL
AND DRILLED AND EPDXIED 8"
INTO EXISTING FOOTING
EXISTING CMU WALLS
EXISTING BOND BEAM
EXISTING FIRST LEVEL CMU.
OFFICE COPY
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No. 59328
- STATE OF
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Sheet No.
S2,01
� PROPOSED OPENING
4 WALL FILL DETAIL
3/4" = 1'-0"
(2) 2x4 NO.2 SYP TOP PLATE
FASTENED WITH (2) ROWS 10d AT 16"
O.C. STAGGERED. MINIMUM 24" LAP
WITH (12) 10d IN LAP.
EXISTING TOP PLATE AND WALL
FRAMING.
FILL OPENINGS WITH 2X4 N0.2 SPF
STUDS AT 16" O.C. FASTEN TO TOP
PLATE WITH SDWC15600 OR SSP.
FASTEN TO BOTTOM PLATE WITH
SDWC15450 OR SSP.
2X4 PT NO.2 SYP BOTTOM PLATE.
FASTEN TO FLOOR FILL WITH (2)
SDS25412 PER INTERSECTION.
RAISE FLOOR WITH 2X RIPPED AS
NEEDED AND DECKED WITH 3/4"
PLYWOOD, FASTENED WITH 8d NAILS
AT 6" O.C. ON EDGE. 12" O.C. IN FIELD.
EXISTING FLOOR SYSTEM
EXISTING FLOOR TRUSS ABOVE
EXISTING 16" CMU BOND BEAM
(2) L8x4x3/4 STEEL ANGLE. SEE SECTION.
FASTEN TO EXISTING BOND BEAM WITH
3/4" BOLTS AT 24" O.C. AND (2) BOLTS AT
EACH END OVER BEARING AS SHOWN.
EXISTING FILLED CELL PER PLANS
PROVIDED. IF CELL IS NOT FILLED USE
3000PSI CONCRETE FILLED INTO CMU
CELL w/ 1 #5 BAR.
EXISTING CMU WALLS
EXISTING FOUNDATION WALL BELOW
EXISTING FLOOR JOISTS
AND WALL_ ABOVE.
EXISTING 16" BOND BEAM TO
REMAIN.
(2) L 8x4xY2 STEEL ANGLE, FASTEN
TO EXISTING BOND BEAM WITH
3/4" BOLTS AT 24" O.C.
2 SECTION AT BEAM
TOP PLATE TO HEADER:
SSP OR SDWC15600 AT 16"
O.C.
EXISTING TOP PLATE TO
REMAIN.
KING STUDS TO TOP AND
BOTTOM PLATE WITH SSP OR
SDWC15600.
NEW HEADER. SEE PLAN FOR
SIZE, KINGS AND CRIPPLES.
CRIPPLES TO HEADER:
MSTA18 WITH (6) 10d IN
HEADER, (8) 10d IN CRIPPLE
OPENING BUCKS AS NEEDED,
FASTEN AT ENDS WITH (3) 10d
TOE -NAILS.
CRIPPLES/KING TO BOTTOM
PLATE WITH SSP OR
SDWC15450.
1/2"X6" TITEN HD SCREWS NO
FURTHER THAN 3" AWAY
FROM CRIPPLE STUDS.
EXISTING FOOTING TO
REMAIN
5 HEADER FRAMING DETAIL
3/4" = 1'-01,
EXISTING COLUMN
TO REMAIN.
EXISTING 2X6 BUCK
SW
SHEARWALL SCHEDULE
U)
SHEARWALL
DESIGNATION
EDGE SPACING
8d NAILS
SHEARWALL
ANCHOR
SW
3" O.C.
(2) MSTA24
SW2
2" O.C.
(2) MSTA24
3 STEEL PORTAL MODIFICATION
1/2" 1'-0"
7/16" OSB FASTENED TO FRAMING
W/ 8d AS SHOWN IN THE TABLE
BELOW
HEADER KING STUDS ARE
ACCPETABLE AS SHEAR WALL
END STUDS
EXISTING BEAM TO
REMAIN.
EXISTING COLUMN
TO REMAIN.
2X6 FASTENED TO
EXISTING 2X6 WITH
10d NAILS AT 12" O.C.
EXIS2X6 FASTENED TO
EXISTING CMU WITH (2) ROWS
OF 16"X6" TAPCONS AT 6" O.C.
TING CMU WALL
EXISTING CMU WALL
- — SHEAR WALL ABOVE. SEE PLAN.
2x4 No.2 SYP BLOCKING AT 12" O.C.
FASTEN EACH END WITH (3) 10d
NAILS.
16" LVL
I
n WALL BRACING DETAIL
FASTEN ALL STUDS IN WALL TO
TOP PLATE WITH SPH AND
BOTTOM PLATE WITH MSTA24.
INSTALL DOUBLE STUD GROUP
AT EACH END OF SHEAR WALL.
FASTEN TO TOP PLATE WITH (2)
SPH.
FASTEN DOUBLE STUD GROUP TO
BEAM BELOW WITH MSTA24 AT
EACH STUD.
NEW LVL. SEE PLAN.
1. "(2)" DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED
2.5/16" HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16" OSB ON EXTERIOR WALLS IF SHOWN ON
THE FRAMING PLAN,
3. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN.
SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS.
4. SHEARWALL SECTIONS ARE NAILED AT 6" O.C. IN FIELD WITH 8d COMMON NAILS. SEE TABLE FOR
EDGE SPACING.
0 iel mg1 " ll 1 1111111 i nemall
EXISTING TRUSSES
/ \ \
2X8 SCAB, EACH FACE OF TRUSS,
EACH SIDE OF LVL. FASTEN SCAB
TO INTERSECTING TRUSS
MEMBERS WITH (6) SDS25450
HU210-3, ALL HOLES FILLED
WITH 10d NAILS.
NEW LVL
TRUSS REPAIR
8 NTS
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REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
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REQUIREMENTS AND CONDITIONS
REVIEWED 'By-__4DATE: LL • C)
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)AREA"IOUND
1
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FLOOR
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1441
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TOTAL 5154
REVISIONSBY P DATE
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REQUIREMENTS AND CONDITIONS
REVIEWED 'By-__4DATE: LL • C)
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1
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FLOOR
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1Nat�,i. Au�rr �t Tt�/crtn,ir,t;' A7
r
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SAL
TOTAL HEATED
G14RAGE
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OFFICE COPY
1148 SOFT.
1160
1441
4449 SOFT.
TOTAL 5154
REVISIONSBY P DATE
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