1945 Beach Ave Beam Repair 2012 1 CITY OF ATLANTIC BEACH
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j 800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
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INSPECTION PHONE LINE 247-5814
iJ11S,°
Application Number 12-00001769 Date 12/05/12
Property Address 1945 BEACH AVE
Application type description RESIDENTIAL OTHER
Property Zoning TO BE UPDATED
Application valuation . . . 3000
Application desc
support beam repair
Owner Contractor
MORGAN WILLIAM NEWTON TRUST CORNELIUS CO.
1945 BEACH AVE
ATLANTIC BEACH FL 322335936 ATLLANTIC9BEACH FL 32233-9706
-- Structure Information 000 000 SUPPORT BEAM REPAIR
Occupancy Type RESIDENTIAL
Permit RESIDENTIAL ALT/OTHER
Additional desc . 32 . 50
Permit Fee . . . • 65 . 00 Plan Check Fee • 3000
Issue Date . . . • Valuation . . . •
Expiration Date . . 6/03/13
Special Notes and Comments
2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
Other Fees
STATE DCA SURCHARGE 2 . 00 STATE DBPR SURCHARGE 2 . 00
Fee summary Charged Paid Credited Due
Permit Fee Total 65 . 00 65 . 00 . 00 . 00
. 00 . 00
Plan Check Total 32 . 50 . 00 . 00
Other Fee Total 4 . 00 4 . 00 . 00
Grand Total 101 . 50 101 . 50 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
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BUILDING PERMIT APPLICATION
. %. i i
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233 r '
Office (904) 247-5826 Fax (904) 247-5845 s �.- y 100,1694Itt ,.;.
Job Address: 14 5 5>C ,.'4E. Permit Number: 101 - /76 9
Legal Description kJ pm.15 l4 V km' Area / J_br Parcel#
Floor rea of Sq. t Sq.Ft
Valuation of Work$ WOO• &O Proposed Work heated/cooled non-heated/cooled _-__
Class of Work(circle one): New Addition Alteration Re'air Move Demolition pool/spa window/door
Use of existing/proposed structure(s) (circle one): Commercial rtiraffIn
If an existing structure,is a fire sprinkler system installed? (Circle one : Yes No 131
Florida Product Approval # —
For multiple products use product approval form
Describe in detail the type of work to be performed: .t ■ tem: fro 1 i'• 1J 'w _! it
Property Owner Information: -fir,, A
Name:� IJlCl� MORA 13 Address: 14 S !G!4 HJ- •
City AV-. 8c H. State I Zip 92253 Phone 'WA • 2tl-'1 • 2 2_3g
E-Mail or Fax# (Optional)
Contractor Information: //��
Company Name: C p LIOS ST XT)ol.1 Qualifying Agent: 0Ate_r�V T C M-LIQS
Address: P.O. ?OK 330"II es City f}Tt_ ES C 4 State F 1 Zip 3 Z 233
Office Phone 249 47 O fe Job Site/Contact Number Fax#
State Certification/Registration# <t.11, 4-sey,,1
Architect Name &Phone# if-to 33
Engineer's Name &Phone# MARK- K S '' — 9 eN 3•
Fee Simple Title Holder Name and Address .AA
Bonding Company Name and Address —
Mortgage Lender Name and Address --
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six f6)months at any time after
work is commenced. I understand that separate permits must be secured for ElectricalpWork, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters,
Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY.AN ATTORNEY BEFORE RECORDING YOUR NOTICE F WITH
YOUR LENDER OR
COMMENCEMENT.
I hereby certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this
type of work will be compli whether s led herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,st e, or l aw regulating construction or the performance of construction. /
/'
Signature of Owne fl! ti Signature of Contractor,,idii,,iii4i L/_W. ... /
Print Name ''1 1 ' 3-....pefl/,,
Print Name �r�./�'C Z---. /no�Ya y �
Before me Befo -i e _ 2O
this ifff Day of aek , 2019- th.: • D.,), •
r,L ;WI _raT�:'�, y►A�,
N i ,. _ �! v ti Y ";f'::jti' D.9577:.
Nota P b C Notary p �Steb of Florida _*: .1- oi'F.S.February 14, I1
P 1 Dayne H W a r Bonded Thru Notary Public Und- hers Revised O 1.26.1 O
• < My Commission EEt 19675
yL4p h Expires 08i07/2015
2-1/2•DIA LAG BOLTS
MIN PENETRATION THROUGH
2X8 LEDGER INTO 2X4
STUD MINIMUM PENETRATION
2 1/2•
REPLACE ROTTEN 2X4 REMOVE AND REPLACE
CEILING FURRING ROTTED 2-2X8 ,�
I— -I —I — T —I
I —I - —mi— —I
NI 1-f- NI I
REMOVE AND REPLACE EXISTING I- I „'I r �1
DRAIN AND REATTACH RAIN LEADERS -_ __-
I z I 3-2X8 3-2X= 3-258 z -I
7 ATTACH WITH 4110 SCREWS
�-s - ———— - AT 8•0C
p ADDED 2 2%8
-•. 3X8+4-2X8 _ _ ___��•
——-P
REMOVE AND REPLACE ROTTED DED 1-2Xg ATTACH WITH ADDED 2-2%B F 1_i i
2X4 PLATE AT EACH STUD WITH _�- 4 10 SCREWS AT 8 OC — _
ROTTED BASE ADD A NEW 2X4 / m ADD 2X4 STUDS UNDER o I
X 1'-6• MINIMUM WITH 2110 ► x EXISTING AND NEW 2X8'S x REMOVE AND REPLACE ROTTED
SCREWS AT 4-0C I- - N-——-I 2X4 PLATE. AT EACH STUD WITH
%- - I 6•ROTTED BASE ADD A NEW 2X4
- X 1'- MINIMUM WITH 2110
SCREWS AT 4•0C
I - - -I
REMOVE DAMAGED PLANK I 4
SHEATHING WITH NEW ; i
SHEATHING AND ATTACH / REMOVE ROTTED BEAM
ALL SHEATHING WITH 2110
; ' END AND FILL VOID
SCREWS PER PLANK PER SOLID WITH SIKADUR I
WALL STUD. SET ALL SCREWS 1+i L. 42 GROUT-PAK I
IN SEALANT.-
j \ I 2X4 STUD WALLS TYP
•REMOVE AND REPLACE `4• CONCRETE CURB WITH WOOD PLATE
ROTTED WOOD MAILERS AND 1/2•DIA ANCHOR BOLTS AT 4..-13•0C
LOWER BALCONY FRAMING PLAN
SCALE: I. = 1'-0•
11..AATlOCEANFRONT SLIDING GLASS DOORS PLANE OPENING
HEADER BEAMS FLAT, REMOVING NO MORE THAN 3/8•
OF BEAM BOTTOM, REPLUMB,AND SHIM FRAMES
REATTACHING FRAMES.
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;ENERAL NOTES
610. STRUCTURAL LUMBER
100. DESIGN CRITERIA
610.1 ALL STRUCTURAL LUMBER WORK SHALL BE IN ACCORDANCE WITH
100.1 DESIGN BUILDING CODE: THE 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION'
A. FLORIDA BUILDING CODE, 2010 (NDS - LATEST EDITION) PUBLISHED BY THE AMERICAN WOOD
COUNCIL.
100.2 GRAVITY LOADS: 610.2 ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM N0. 2 GRADE
A. FLOOR LIVE LOADS: DOUGLAS FIR-LARCH, OR SOUTHERN PINE AND SHALL HAVE AT
LEAST THE FOLLOWING MINIMUM ALLOWABLE DESIGN STRESSES AND
1. ELEVATED FLOORS 40 PSF MODULUS OF ELASTICITY AT A MAXIMUM MOISTURE CONTENT OF 19X:
A. Fb.(BENDING) 1,200 PSI
SHOP DRAWINGS B. Fv.(SHEAR) 90 PSI
120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY C. Fc.(COMPRESSION) 1,000 PSI
ATLANTIC ENGINEERING SERVICES. SHOP DRAWINGS SHALL BE D. Ft.(TENSION) 625 PSI
SUBMITTED FOR ALL STRUCTURAL COMPONENTS INCLUDING, BUT NOT E. E 1,600,000 PSI
UNITED TO, THE FOLLOWING:
610.3 ALL LUMBER SHALL COMPLY WITH PS 20 AMERICAN SOFTWOOD
A. CONCRETE AND/OR MASONRY POST-INSTALLED ANCHORS LUMBER STANDARD'AND WITH THE APPLICABLE RULE OF INSPECTION
AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY
120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE S COMPLETE MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF INSPECTION
SUPPUED. S FOR THE PRODUCTS OR COMPONENTS TO BE AGENCY EVIDENCING COMPLIANCE WITH GRADING RULE
SUPPLIED. SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE REQUIREMENTS.
UNITED TO: MEMBER SIZES AND DIMENSIONS; GRADES OF MATERIAL
FURNISHED; MATERIAL PREPARATION REQUIRED; MATERIAL FINISH AND 610.4 STRUCTURAL STEEL PLATES, ANGLES, ETC.. SHALL BE ASTM A240
MATERIAL COATINGS TO BE FURNISHED; INFORMATION REGARDING TYPE 304 STAINLESS STEEL OR BETTER. CONTRACTOR TO SUBMIT
CUTS, COPES, CAMBER HOLES REQUIRED VIA OTHER TRADES; END SHOP DRAWINGS ON ALL MISCELLANEOUS METALS FOR REVIEW BY
CONNECTIONS; CAMBER AND OTHER DEVIATION FROM LINE; SPECIAL STRUCTURAL ENGINEER.
ERECTION AND/OR INSTALLATION PROCEDURES, INCLUDING
REQUIREMENTS FOR TEMPORARY STABILIZATION. 610.5 ALL BOLTS SHALL BE 5/8" DIAMETER ASTM A240 TYPE 304
STAINLESS STEEL OR BETTER UNLESS NOTED OTHERWISE WITH 2
120.3 THE CONTRACTOR DRA SHALL NOT DIRECTLY INCORPORATE
ER OF, INTO THE WASHERS PER BOLT UNLESS OTHERWISE NOTED.
STRUCTURAL DRAWINGS, OR PORTIONS THEREOF, INTO SHOP
DRAWINGS OR ERECTION DRAWINGS TO BE SUBMITTED FOR THIS 610.6 PRESSURE TREAT WITH WATER-BORNE PRESERVATIVES ALL LUMBER
PROJECT WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN FOR SILL PLATES AND OTHER WOOD WHICH MAY BE EXPOSED TO
PERMISSION WHICH CONTAIN ENGINEERING REPRODUCTIONS IONS O ED SHOP WEATHER OR EARTH. PRESSURE TREATMENT SHALL COMPLY WITH
DRAWINGS WHILE STRUCT COPIES IN SEPITHOUT THE EXPRESS ANY REQUIREMENTS OF AWPA STANDARDS C2 AND LP-22.
PORTION OF THE STRUCTURAL DRAWINGS WITHOUT THE EXPRESS
WRITTEN PERMISSION OF ATLANTIC ENGINEERING SERVICES WILL BE 610.7 PROVIDE NAILING PATTERN IN COMPLIANCE WITH FBC RECOMMENDED
SUB-CON REJECTED. USE PORTIONS FOR A SPECIFIC CONTRACTOR OR FASTENING SCHEDULE WHEN JOINING TWO OR MORE FRAMING
SUB-CONTRACTOR TO USE AOOTIOOF SH THE STRUCTURAL MEMBERS.
DRAWINGS IN THEIR PREPARATION OF SHOP DRAWINGS REQUIRES
AGREEMENT MEAT CONTRACTOR ATLANTIC TIC ENGINEERING TO ENTER INTO A WRITTEN A 610.8 ACRE SUBMITTED CONNECTION THE ENGINEER T DETAILS MAY REVIEW IF SUCH
APPROVAL.
SERENE FEE.. SUCH H AGREEMENT ENT IS NON-TRANSFERRABLE O SFE AND TO PAY A ARE B, THE ENGINEER O H NGALL BE THE SOLE JUDGE OF
EXTEN E FEE. YUTO AGREEMENT C F R THE URATI AND IS
EXTENDED ONLY TO THAT CONTRACTOR FOR THE DURATION OF THIS ACCEPTANCE AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE
PROJECT. ACCEPTANCE
OF THOSE SPECIFIED DETAILS SHOWN ON THE DRAWINGS THE
CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATE
120.4 THE DRAWINGS FOR SHALL SUBMIT PRINTED COPIES OF SHOP DETAILS WHICH HE PROPOSES.
DRAWINGS FOR REVIEW BY ATLANTIC ENGINEERING SERVICES.
PRINTED COPIES OF SHOP DRAWINGS SHALL CONSIST OF THREE (3) 610.9 ALL CONNECTORS, BOLTS AND SCREWS SHALL BE ASTM A 240 TYPE
REPRODUCIBLE PRINTS. UPON THE COMPLETION OF THE SHOP 304 STAINLESS STEEL OR BETTER.
DRAWING REVIEW, ONE (1) SHALL BE RETAINED BY THE ENGINEER,
SHALL BE SHALL BE
SENT TO THE CONTRACTOR FOR DISTRIBUTIONNAS(1)
REQUIRED.
120.5 SUBJECT TO THE APPROVAL OF ATLANTIC ENGINEERING SERVICES,
THE CONTRACTOR MAY SUBMIT ELECTRONIC COPIES OF SHOP
DRAWINGS ATLANTIC PRINTED ENGINEERING ELECTRONIC COPIES SHALL
SERVICES IN ADOBE
ACROBAT FILE FORMAT, WITH ONE (1) ELECTRONIC FILE PER
PACKAGE SUBMISSION. ATLANTIC ENGINEERING SERVICES WILL PRINT,
REVIEW, RE-SCAN THE REVIEWED SHOP DRAWINGS WITH ALL
COMMENTS/NOTATIONS, AND RETURN ONE (1) ELECTRONIC PACKAGE
TO THE ARCHITECT TO PRINT, REVIEW, RE-SCAN, AND DISTRIBUTE TO
THE CONTRACTOR.
120.6 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS
PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND
FOR GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN
THE CONTRACT DOCUMENTS. COMMENTS REGARDING THESE
SUBMITTALS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE
FOR PERFORMING HIS WORK IN A SAFE CAND SATISFACTORY RESPONSIBLE
350. CONCRETE/MASONRY ANCHORS
350.1 ALL ADHESIVE STUD ANCHORS SHALL BE "HILT HIT-HY 150
4.4 , i.'j':91! lttA/s
ADHESIVE CONCRETE ANCHORS"AS MANUFACTURED BY HILT .., :'1
_L � �i!/
FASTENING SYSTEMS, INC. (OR APPROVED EQUIVALENT).
350.2 ALL EXPANSION STUD ANCHORS SHALL BE "HILT KWIK-BOLT II r .ter V � ,v ..« .�
EXPANSION CONCRETE ANCHORS" AS MANUFACTURED BY HILT (' - ,_.. e ' i
FASTENING SYSTEMS, INC. (OR APPROVED EQUIVALENT). !42iY .F "-L') ` j
� k ..
6
350.3 THE ''HAS ANCHOR ROD" SHALL CONFORM TO ASTM A36 STEEL, THE 6 ` r
"HAS SUPER ANCHOR ROD' SHALL CONFORM TO ASTM A193 STEEL, ■■■■ r „ ,
AND THE NUT SHALL CONFORM TO ASTM A563. GRADE A. 5 ■ ■d P 1� 4 to a :713 lir 350.4 THE 'KWIK-BOLT II EXPANSION ANCHORS" STUD SHALL CONFORM TO N
ASTM A510 OR ASTM A108 STEEL AND THE NUT SHALL CONFORM t �"'e
w
TO ASTM A563, GRADE A. 1..
350.5 THE SPACING, MINIMUM EMBEDMENT, AND INSTALLATION OF THE ,10-aF+•r'q 6 ,�\, \��
ANCHORS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S �]
RECOMMENDED PROCEDURES. REVIEWED FOR CODE COMPLIANCE �4'*41,4.,,,,,' ''f 3
CITY OF ATLANTIC BEACH FIMIL:%:
SEE PERMITS FOR ADDITIONAL
REQUIREMEENNTS AND CONDITIONS.
// �
REVIEWED BY: ,�� DATE: Job- Z
GMARK J KEISTER PE 37435
SCALE I REbNON 0 OWE
SHEET 1mE 1/4"=1'-O' Il 11/15/12
PARTIAL PLAN P00,CF ra
°A°'�` 312-300
^ 6931 4rlivltan EkWefee,eF wow 0/SLIEST
, 6O4in00.S2S 201 MORGAN RESIDENCE WOOD REPAIR
Jecke°nv,lle.FI.32211
SKETCH 00.
A E S PH:304.70.4611 FlL 104.720.!28!
S-1
FL COO 2781 SC COO 01691
is__v.--vl j, City of Atlantic Beach I APPLICATION NUMBER
" �, Building Department (To be assigned by the Building Department)
•i 800 Seminole Road
5 - -� Atlantic Beach, Florida 32233-5445 /z / 7 �/
Phone(904)247-5826 • Fax(904)247-5845 /2- q f/.
zoi,i,i- E-mail: building-dept @coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Add ss: / I l 5 L 4 (h4 /Pt-- Department review required Ye No
//, 'Building -
Applicant: t L 61 5 ()Di 67-rtlei7 0 Planning 8�Zoning
n Tree Administrator
Project: e?d /T -- G,'-'•1 Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: Approved. ['Denied.
(Circle one. Comments:
BUILDING
PLANNING&ZONING Reviewed by: /71 Date: /c)—27" 2-
TREE ADMIN.
Second Review: Approved as revised. EiDeni44.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ['Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
I
Revised 07127110