1132 Linkside Dr alteration permitCITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
BUILDING PERMIT FEE $339.85
STATE DCA SURCHARGE $5.10
STATE DBPR SURCHARGE $5.10
Total Payments: $519.98
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
RESIDENTIAL ALT/OTHER
MUST CALL BY 413M FOR NEXT DAY INSPECTION: 247-5814
]OB INFORMATION:
Job ID:
17-RAAR-3403
Job Type:
RESI DENTIAL ALTERATION
Description:
replace roof trusses & sheathing damaged by fire, re -roof,
new insulation & drywall,
repair electrical & HVAC
Estimated Value:
$64,963.00
Issue Date:
3/9/2017
Expiration Date:
9/5/2017
PROPERTY ADDRESS:
Address:
1132 LINKSIDE DR
RE Number:
172374-5020
PROPERTY OWNER:
Name:
Armour, William
Address:
GENERAL CONTRACTOR INFORMATION:
Name:
PAUL DAVIS RESTORATION OF
Michael Galligan Mumford, CBC1252752
Address:
5795 MINING TER CIA MICHAEL G. MUMFORD
Phone: - -
PERMIT INFORMATION:
FEES:
PLAN CHECK FEES
$169.93
BUILDING PERMIT FEE $339.85
STATE DCA SURCHARGE $5.10
STATE DBPR SURCHARGE $5.10
Total Payments: $519.98
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
o-,, City of Atlantic Beach APPLICATION NUMBER
Building Department 9 P (Tc be assigned by the Building Department.)
800 Seminole Road 1 p I
Atlantic Beach, Florida 32233-5445 1—F7C/`rL.� 3 +Q
Phone (904) 247-5826 Fax (904) 247-5845
9'� J E-mail: building-dept@mah.us Date routed: 0,2� IOA�' 14
City web -site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 113a. U (1VStd.LD ( ,
Applicant: POLLO ki"t,) 0J,%)(a tDA
Project: (CAGB ( (00-�J } ( KSS ( -( -I-
D rfmant review required Yes No
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Review fee.$. Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Anny Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department
First Review:
BApproved.
❑Denied.
(Circle
�Comments:
BUILDING
/ �/
PLANNING & ZONING
Reviewed by:zl�lDater
TREE ADMIN.
Second Review:
❑Approved as revised.
❑Deni
PUBLIC WORKS
Comments:
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by:
Date:
FIRE SERVICES
Third Review:
❑Approved as revised.
❑Denied.
Comments:
Reviewed by:
Date:
osttaos
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH OFFICE COPY
800 Seminole Road, Atlantic Beach, FL 32233
Office (904) 247-5826 Fax (904) 247-5845
Job Address: 1132 Linkside Dr Atlantic Beach, F132233 f- h AQ- 3u 03
Legal Description 44-23 16 -2S -
Valuation of Work $64,963.00
Class of Work (circle one): New Addition Attention,Repan Move Demolition pool/spa window/door
Use of esisting/proposed structure(s) (( hrle one): Commercial Re '
Ran existing structure, is a fire sprinkler system installed? (Circle one): es N/A
Florida Product Approval # Shinles — GAF FI 10124.1 #Underlavmeot Rhino Fl. 15216
For multiple products use product approve 'm
Describe in detail the typeof work to be performed: Re lace Burned Roof Tresses repair roof shearing,re roof,
new insulation and drvwalL Reoair electrical and
Prooerty Owner Information:
Name: William Armour Address:1132 Llnkside Dr
City Atlantic Beach State FI Zip32233 Phone
E -Mail or Fax # (Optional) ._
Contractor Information:
Company Name:Paul Davis Restoration of NF Qualifying Agent: Mike Mumford
AddressZ111 N Liberty St. City Jacksonville State F1 Zip 32233
Office Phone 904.739-6047 Job Site/ Contact Number 904-445-7143 Fax # 904739-15%
State Certification/Registration # L3G -;2914 2C1
Architect Name & Phone #
Engineer's Name & Phone # Lucas & Scott Engineering 904260.2690
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
WARNING TO
COMMENCEMENT M,
TO YOUR PROPERTY
YOUR LENDER OR
stale, m
Signature of Owne
Print Name -n
Sworn to and subscrited before me
this _i Day of
m
ed this plication and blow the same to be true and correct. All provisiorn ofl"s and oedinmxes governing du's
r speci ted herein or. nor. The granting.of o permit does not presume to grve authority to violate or cancel the
MELODY ANDREWS MAN
a e a
Cemmlaaion 0 GO 016216
My Comm. Expires DO 7, 2020
Signature of Contractor i.
Print Nameti.t�..._...C.4M.w..'_'/.V._..__............ ....... _........
Swom to and subscr'bed before me
this _ Day !
MELODY ANDREWS IRWIN
Notary le Commission k GG 01621fi
]]s7ss2a20
�•..'• nr.�A'ibLlj6RtNi�nilFelir9 Assn.
OFFICE COPY
Alpine, an ITW Company
20(10 Lake Orange Drive suite 150 Orlando FL 32837
Florida Engineering Certificate of Authoroation Number: 0 278
Florida Certificate of Product Approval a FL 1999
Page 1 oft Document H) 1V 235-20122104610
Tmss Fabricator: Cleekler B Sons Building Supply
Job laenhficmbn295017-(PAUL DAVIS SYSTEMS )1132 LINRSIDE DR. DDVRL --
Truss Count 2
Model Code: Florida Building Code 5th Edition (2010)
Tmss crilerin- TPI-2007(STD)
Engineering SoFlwam: Alpine Softwore,Version 16.01.
Structural Engineer of Record: The identity of the structural EOR did not exist as of
Address: the seal date per section 61C15 -31.003(5a) of the FAC
Minimum Design Loads: Roof - 37.0 PSF 8 1.25 Duration
Floor - N/A
Bind - 130 MPH ASCE 7-10 -Closed
Nates:
0212220❑
1. Determination as to the suitability of these truss components for the Douglas Fleming
structure is the responsibility of the building designer/engineer of -Tmss Design Engineer -
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet (rust (retch the date shown 2000 Lake Orange or, Suite 150
on the Individual Crass conponent drawing. Orlando FL, 32837
3. The loads indicated an all referenced girder trusses are consistent with the truss layout previdod
by Cleckler 8 Sons Building Supply for the above referenced job identification. Loads
applied by non -truss elenrents and basic load parameters are to be revineed and approved by the
EOR/building designer.
9. As shown on attached drawings; the drawing avenger is preceded by: HCUSR9353
Retails: 14015EC1-CBLLETIN-
# Ref Description Drawing# Date
1 50757-41 17053080 02/22/17
2 50758--A2 17053081 02/22/17
p.e
. LuCas, P.E. ate
Submittal for Lucas & Scott Engineering, Inc.
APPROVED
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JOB: 295017 PAUL DAVIS
LOC: 1132 LINKSIDE DR
PLAN:
DESIGNER: RICHARD TINGLEY
PITCH: 6/12
OVERHANG: 2411
WIND CODE: 130 MPH EXPOSUR-10- 0
ALL TRUSS PLATES ARE ALPINE
ALPINE WAVE PLATE APPROVAL
ALPINE HS PLATE APPROVAL # 1
-NGINEER OF RECORD
JNKNOWN
U
A2
ENGINEER OF RECORD TO REVIEW
ALL BEAM AND TRUSS ENGINEERING
AND SIZE FOOTERS, HEADERS, COLUMNS AND
CAPS WHERE NECESSARY. TRUSS FABRICATOR
WILL NOT BE RESPONSIBLE FOR
REPAIRS RESULTING FROM A TRUSS OR
BEAM BEING INADEQUATELY SUPPORTED.
'LATS
.1999.3
99.2
Douglas V Lucas, P.E.4at
Submittal for: Lucas & Scott Engineering, Inc,
ROVEJ
APPROVED AS NOTED
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RESIDENCE AT
1132 LINKSIDE DRIVE
ATLANTIC BEACH9 FLORIDA
GENERAL NOTES
1. It is the intent of the Designer that this work be in accordance with
all requirements of the building authorities having jurisdiction over this
type of consturction and occupancy.
2. The Contractor shall verify all conditions and dimensions at the job
site prior to commencing work. The Contractor shall report all
discrepancies between the drawings and existing conditions to the
Designer prior to commencing work.
3. The Contractor shall supply, locate, and build into the work all
inserts, anchors, angles, plates, openings, sleeves, hangers, bracing,
slab depressions, and pitches as my be required to attach and
accomodate other work.
4. All details and sections shown on the drawings are intended to be
typical and shall be construed to apply to any similar situation
elsewhere in the work, except where a different detail is shown. (Any
details provided by the Engineer and/or Contractor to supercede those
provided by the Designer).
5. Roof ventilation to be provded per FBC sections R806.
DESIGN SPECIFICATIONS
Design Code: The 2014 Florida Building Code (FBC) — Residential
Occupancy: Residential Group R-3 (One and Two Family Dwellings)
Construction: Type V, Unprotected
Note: Any design Specifications provided by the Engineer and/or
Contractor supercede those provided by the Designer.
AUTOMATIC FIDE DETECTION
1. Smoke Detectors/Carbin Monoxide detectors to be located per FBC
section R314 & R315.
EGRESS OPENING COMPLIANCE
1. See core plan(s) for egress window and door locations "this sheet".
2. All window and door openings labled "egress" to comply with FBC
section R310 & R311.
ALL APPLICABLE BUILDING C®DES APPLY ilncluding but not limited to
FBC-8302.5.1: This door min. 3/8" thick solid wood, or min 1
Honeycomb core steel, or 20 minute fire --rated. Requires doors
connecting a garage to the house have some type of closure.
FBC—R302.5.2:. Ducks in garage shall be min. 26ga. sheet metal, or
Owens corning min. 1 " thick Endura gold duct board.
FBC—R302.1: Structures set back 5' or less from the property line may
be required to have fire rated overhangs and no projections closer
than two feet from the property line. Please review complete code.
Section.
FBC--R302.6: Garage sall be sepersted from residence and it's attic
with min. 1/2" gyp. bd. applied to garage side. Garages beneath
habitable rooms shall be seperated from rooms above with min. 5/8"
type "X" gyp. bd. where the seperation is a floor—ceiling assembly, any
structure supporting the assembly shall be protected with min. 1/2
"
gyo. bd.
FBC—R1601.4.7: Min. 4" clerance required around all sides ormech.
equipment and components, including ducts.
FBC—R, M1307.2: Ground—mounted meth. units shall be anchored in
accordance with this section.
FBC—R303: Revises glazing requirements around wet surfaces.
FBC—R402.4.1.2: Florida Building Code — Energy Conservation requires
blower door testing to confirm air leakage not greater than 5 air
changes per hour. Testing must be done by an approved third party
and a report is to be provided to the building official.
FBC-8303.4: Requires a whole house ventilation system meeting
M1507.3 requirements when the air infiltration rate is less than 5 air
changes per hour. (Which is what r402.4.1.2 above requires, thus all
houses must have a whole house ventilation systen).
FBC—R312: Changes requirements for guards and window fall protection.
FBC--8806: Changes attic ventilation requirements.
FBC—R905: Changes installation and type of roofing underlayment
(similar to present re—roofing requirements).
FBC—R703.6.3: Where stucco is applied to lath over wood
frameconstruction, a bond—breaker is required between the
water—resistive barrier and the stucco per one of the following
methods" 2 'layers of approved water—resistive barrier material, or 1
layer of approved water—resistive barrier over an appreved plastic
house wrap, or other approved method in accordance with the
manufactures installation instructions.
FBC-8703.6.5: while previous codes have referenced that the exterior
plaster shall comply with ASTM C926 and ASTM C1063, this section
specifically states minimum curing time between coats.
FBC—M1506: Has added minimum clearance distances between air
exhaust (bat'hroom, kitchen, etc.) and building openings.
RE—MOVE EXISTING
WINDOW, REPLACE w/
IN—FILL WALL
SCALE: 1/8" = 1'--0"
V-30'.
-0' 5e—nar
RE—MOVE F
SLIDING D01
12'-8"
RE—MOVE EXISTING
BRICK VENEER
1'-1"
�a
RE—MOVE EXISTING
WINDOW, REPLACE w/
IN—FILL WALL
APPROX AREA
OF WORK
SQUARE FOOTAGE TABULATION
ADDED LIVING
APPROX AREA
OF WORK
PARTIAL EXISTING FLOOR PLAN
SCALE: 1/4 = 1 ' -0,
20-2" Il 30
NEW CLOSET
NEW
�3a X68CL.
DOOR
2a-2"
`o
ti
PARTIAL PROPOSED FLOOR PLAINSCALE: 1/4 V-0
45.0 SQ. FT.
5,-0"
RE—MOVE EXISTING
SLIDING DOORS
RE—MOVE EXISTING
BRICK VENEER
7'-8"
EXISTING CLOSET
RE—MOVE EXISTING
120-8"
V-8" , 4'-0" .1'-4". 4'-0" . 1`-8"
00
NEW EXTENDED CLOSED CLOSET �,
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DESIGNED BY
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JOB NO.
170215
SHEET No.
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DRAWN BY
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DATE
2/16/2017
SCALE
AS
NOTED
DESIGNED BY
DVL
JOB NO.
170215
SHEET No.
Al
OF 2
EXI-STING, . RIGHT ELEVATIOA
SCALE: 1/4" -- l'—O))
PROPOSED RIGHT ELEVATION
SCALE: | [-^ 1 /1 '' -- l'-0
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SCALE
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DESIGNED BY
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JOB NO.
170215
SHEET No.
2 OF 2
CITY
OF
ATLANTIC
BEACH -
RESIDENTIAL
COVER SHEET
130
STRUCTURAL
DESIGN
ENGINEERING
SPEED
- ROOF
REPAIR & WAIL
ENCLOSE
DESIGN SPECIFICATIONS STRUCTUR HEIGHT NO. OF STORIES
• DESIGN CODES: ,
2014 FLORIDA BUILDING CODE (FBC) — RESIDENTIAL, ASCE 7-10, 2014 MAXIMUM HEIGHT OF STRUCTURE (FT)18.0
NDS, ACI, RTIC, AWPA, APA, ICC 600-08 • NUMBER OF STORIES
• OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE— AND TWO—FAMILY DWELLINGS)
• DESIGN LOADS:
ROOF TRUSS
LL • PSF TOP CHORD
LL 0 PSF BOTTOM .-
DL 7 PSF TOP CHORD
DL 5 PSF BOTTOM CHORD
ROOF CQNVENTIONAL FRAMING:
LL 20 PSF RAFTERS
LL 20 PSF CEILING JOISTS
DL 10 PSF RAFTERS
DL 10 PSF CEILING JOISTS
DL 30 PSF ATTICS WITH STORAGE
DL 10 PSF ATTICS W/O STORAGE
FLOORS:
LL 40 PSF TOP CHORD
LL 0 PSF BOTTOM CHORD
DL 10 PSF TOP CHORD
DL 5 PSF BOTTOM CHORD
FLOOD ZONE: X
WIND ZONE INFORMATION
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REQUIREMENTS OF SECTION 1609 OF THE 2014
EDITION OF THE FLORIDA BUILDING CODE
THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION
• BUILDING: ENCLOSED STRUCTURE
• ULTIMATE
DESIGN
WIND
SPEED
(MPH
— Vult)
130
•NOMINAL
DESIGN
WIND
SPEED
(MPH —
Vasd)
110
BUILDING RISK CATEGORY II
• WIND EXPOSURE CATEGORY C
• INTERNAL PRESSURE COEFFICIENT GCpi 0.18
TYPE OF
' TYPE V— B
UNPROTECTED
• UNSPRINKLERED
WIND ZONE IN
NSTRUCTION
M ATION FBC 2014
COMPONENTS &
CLADDING
PSF
PRESSURES
SIZE
INTERIOR
ZONES
END
ZONES
0— 20 sf
23.5
25.6
23.5
30.8
21--50 sf
22.0
24.1
22.0
27.8
51--100sf
21.0
23.0
21.0
25.6
> 100 sf
18.4
20.4
18.4
20.4
DIMENSION OF END ZONE IN FT. 4.0
END ZONE IS LOCA EO AT BUILDING CORNERS
1.0 GENERAL NOTES
A. IT IS THE INTENT OF THE ENGINEER OF RECORD THAT HIS WORK BE IN CONFORMANCE
WITH ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF
CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND
METHODS OF CONSTRUCTING AND SHALL DO THEIR WORK IN CONFORMANCE WITH ALL
APPLICABLE CODES AND REGULATIONS.
B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE
PRIOR TO COMMENCING WORK.
C. CONTRACTOR SHALL SUPPLY, LOCATE, AND BUILD INTO THE WORK ALL INSERTS,
ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS, AND PITCHES
AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK.
D. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER
OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT
BY THE ENGINEER OF RECORD.
E. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM MANUFACTURER OR
DESIGNER.
F. THE OWNER SHALL PROVIDE CONTRACTOR WITH A SOIL INVESTIGATION REPORT AND
ANALYSIS. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN
THE SOIL REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS
ARE SPECIFIED. NOTIFY ENGINEER OF RECORD IF FOUNDATION CONDITIONS ENCOUNTERED
DIFFER FROM SOIL EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR.
G. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND
SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING
ERECTION.
H. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS REQUIRED
DURING CONSTRUCTION TO KEEP STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE
IS IN PLACE. BRACING SHOWN ON STRUCTURAL PLANS IS FOR COMPLETED STRUCTURE ONLY.
1. DESIGN IS VOID AFTER ONE YEAR FROM ORIGINAL DATE.
J. DO NOT SCALE. USE DIMENSIONS FROM ARCHITECTURAL PLAN.
K. SUBMITTALS FOR THIS PROJECT ARE REVIEWED ONLY FOR GENERAL CONFORMANCE WITH
THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE
CONTRACT DOCUMENTS. IT SHALL NOT INCLUDE REVIEW OF QUANTITIES, DIMENSIONS, WEIGHTS
OR GAUGES, FABRICATION PROCESSES, CONSTRUCTION METHODS, COORDINATION OF THE WORK
WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE
ACCEPTANCE OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE ENGINEER SHALL
NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS NOT CLEARLY
NOTED BY THE CONTRACTOR.
111101111050 "W&
CAST—IN—PLACE CONCRETE: SHALL HAVE A MINIMUM DESIGN COMPRESSIVE STRENGTH (FlC)
OF 2500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. ALL FOOTINGS SHALL HAVE A MINIMUM
DESIGN COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. ALL CONCRETE OPERATIONS,
INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING, TRANSPORTING, PLACING, REINFORCING
DETAILING AND PLACING, CURING, AND TESTING SHALL BE DONE IN ACCORDANCE WITH THE
REQUIREMENTS AND APPLICATION OF ACI 301-05, SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS"
CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C
90-08 "HOLLOW LOAD—BEARING CONCRETE MASONRY UNITS" AND SHALL HAVE A MINIMUM
NET AREA COMPRESSIVE STRENGTH OF 2000 PSI WHEN USING TYPE M OR S MORTAR (ASTM C
270-08). IN ACCORDANCE WITH ACI 530-08 "BUILDING CODE REQUIREMENTS AND
SPECIFICATION FOR MASONRY STRUCTURES", THE 2000 PSI BLOCK IN COMBINATION WITH TYPE
M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (F'M) OF 1500 PSI.
GROUT: SHALL BE IN ACCORDANCE WITH ASTM C 476-08 AND SHALL HAVE A MAXIMUM
COARSE AGGREGATE SIZE OF 3/8" PLACED AT AN 8" TO 11 " SLUMP AND HAVE A MINIMUM
SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE
WITH ASTM C 1019-09.
REINFORCING STEEL: SHALL BE IN ACCORDANCE WITH ASTM A615-08 MINIMUM GRADE 40,
AND CONFORMING TO ACI 301--05, ACI 315 ("MANUAL OF CONCRETE PRACTICE"), ACI 318-08
("BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"), AND CRSI MANUAL OF
STANDARD PRACTICE, 2009.
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE
INSTALLATION ONLY):
SIMPSON STRONG --TIE CO., PRODUCT: SET—XP (CONCRETE, SOLID MASONRY)
SIMPSON STRONG—TIE CO., PRODUCT: AT --XP (CONCRETE, SOLID MASONRY)
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO MOISTURE SHALL BE
GALVANIZED (ASTM A 153-05), Z—MAX, OR STAINLESS STEEL.
REVIEWED FOR
CITY OF ATLANTICBEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS ■ CONDITIONS
REVIEWED y
DATE:142
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DRAWN BY
AOB
DATE
2/15/2017
SCALE
AS NOTED
DESIGNED BY
D VL
JOB NO.
170215
SHEET No.
S 1 2
OF
1. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY.
2. 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.
3. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR.
4. NOTIFY ENGINEER ANY DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND
FIELD CONDITIONS
STRUCTURAL REPAIR NOTES:
1. SCHEMATIC ONLY.
2. REPLACE DAMAGE TRUSSES W/ NEW
PRE—ENGINEERED TRUSSES IN AREAS AS SHOWN.
MATCH EXISTING SLOPE.
3. NEW TRUSSES TO TOP PLATE PER DETAIL 1/S2
4. OTHER EXISTING TRUSSES TO REMAIN. NEW (1)
H2.5A CLIP EXISTING TRUSSES TO TOP PLATE.
5. REPLACE DAMAGED ROOF SHEATHING W/ APA
RATED X16" ATTACH W/ 8d RINGSHANK NAILS 6" o/c
EDGES & 12" o/c FIELD.
6. REPLACE DAMAGED 15 LB FELT & SHINGLES AS
NEEDED.
7. NEW Y2"GYPSUM BOARD AS NEEDED FOR CEILING &
ATTACH W/ TYPE S SCREWS @ 6" EDGES & 12"
FIELD.
8. ENCLOSE IN—FILL WALL w/ 2x4 SPF#2 @ 16" O.C.
SEE DETAIL 1/S2
9. USE 346" OSB TO SHEATHING NEW IN—FILL WALL.
10. CONTRACTOR TO NOTIFY ENGINEER OF RECORD
IMMEDIATELY IN WRITING IF DISCREPANCIES FOUND
BETWEEN FIELD CONDITIONS AND ENGINEERING PLAN.
CLIP H2.5A
WALL OR HEADER
TO REMAIN
DRILL AND EPDXY #4 x 20" w/ 4"
EMBEDMENT @ 24" O.C. (MAX)
EXISTING SLAB
AND FOUNDATION
TO REMAIN.
EXISTING ROOF
TRUSS TO REMAIN
OR REPLACE
CLIP H2.5A
ffA 2x4 SYP#2 P. T
TOP PLATE FASTEN
TO EXISTING ROOF
TRUSS w/Y4"x6" LAG
SCREWS @ INTERSECTION
2x4 SYP#2 P. T
SILL PLATE ATTACH
TO 6" FOUNDATION
w/Y4"x6" TITEN HD
@ 24" O.C.
INTENTIONALLY ROUGHIN SURFACE
OF EXISTING SLAB PRIOR TO PLACING
NEW CONCRETE SLAB OVER EXISTING.
7f 6" OSB WALL
PERPENDICULAR TO
STUDS
NEW 2x4 SPF#2
@ 16" 0. C.
IN—FILL WALL
FASTEN TO TOP
w/ SIMPSON SP2
AND SP1 TO SILL
PLATE
EW BRICK VENEER.
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EXISTING(1)#4 CONTINOUS.
FOOTING 8'M1N.
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S2 SCALE: 3/4" = 1'-0"
(1) #4 12" LONG.
W/ 6" EMBEDMENT.
@ 32" O.C. IN SOLID
FILLED CMU STEMWALL.
NEW WALL
ENCLOSE
STRUCTURAL & ROOF FRAMING PLAN
1/4 1) -1I-01)
W WALL
CLOSE
PPROX AREA
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