1832 HICKORY LN - PORCH ADDITION DRAWINGS L out Paqe Table
Label Title Comments
1 Cover Sheet
2 3D Views-Elevations
Arnao Resd = Addition 3 Demo Plan
4 Floor Plan
5 Foundation Plan
6 Roof Plan Copyright 2017
Ber-Shell Inc.
PROJECT LOCATION MAP These Drawings are not to
be reproduced or copied in
INDICATES PROJECT LOCATION any manor without the
written permission of
General Notes Sill ting&Roofing Electrical
1.All work performed shall comply with all applicable Local 1.Vapor Barrier shall be applied on all exterior walls.Install 1.Consult local Utility&Local codes for proper grounding Revisions
and State Building codes,Ordinances and Regulations s per manufacturers requirements. requirements.
and all other authorities having jurisdiction. 2,Al receptacles in Bathrooms,Kitchens,Garages or Date:
2.1 istall 15#,30#felt,Peel&Stick or other approved materials Outdoors shall be protected by a Ground fault interruption Date: 10/7/2016
2.Verify design loads with local Building codes and I nder all shingles or metal roof. system(GFI)and as noted on plans. Date:
conditions.Refer to Structural Engineering for all
structural details,specifications and notes. 3.f letal Roof attachment per manufacture specs. 3. These drawings are prepared for Design and Structural Here Date:
reference only.The Electrical plan is intended to only suggest
locations for fixtures,outlets and switches.Electrical,
3.The Building contractor is responsible for compliance to 4.1 lash all roof to wall conditions. Mechanical,Plumbing and other systems,if any are to be �i Drawn by
designed,engineered and are the sole responsibility of others. 20
the code regardless of any missing or incomplete details RB
5.1 prayfoarn insulation may also be used in walls and on the liwT —Checked by
or notes. t riderside of Roof sheathing and in Floors too.Consult the
i istaller for R values and application uses.
4.Fireblocking shall be provided to cut off all concealed scale
draft openings both vertically and horizontally and to
form an effective Fire Barrier between stories and Date
between a top story and the roof.
3/13/2017
Foundation Framing
1.Concrete to be 2500psi or greater comp.strength after 1.All Roof,Ledgers,Bearing walls to be#2 Cypress, N
A 2 Southern yellow pine,or better.
28 days,reinforced with 6x6 10/10 VWVMI or fibermesh
with 6 mil vapor barrier over a well compacted Termite DUVAL COUNTY
treated fill. 2.All studs to be Southern yellow pine or approved equivalent. DESIGNATED FOR
2.Any fill placed within building shall be compacted to 95% 3. -raming Connectors to be Simpson or equivalent. WIND SPEED OF 130 MPH
Pit
max.dry density. 4. MI Exterior Headers/Beams or Ledgers refer to Structural (J)
3.Reinforcement steel bars to conform to current ASTIM En 3ineering. APPLICABLE CODE: 2014 5th Edition Square Footage Tabulation
A615&AC 1318 Grade 40. 5. Engineer of Record's designs,schedules,charts,structural 2014 FLORIDA BUILDING CODE Front Porch/Deck Addition 162 M _J
2014 FLORIDA BUILDING CODE-RESIDENTIAL _J LL_
4.Garage floor to have 6x6x6/6 WWM centered in slab. Jetails,ect.will supersede over any details supplied with 2014 FLORIDA BUILDING CODE-EXISTING BUILDING 2.-, -
hese plans- Total Area 162 0 =
5.Grade shall be sloped away from slab perimeter minimum 2014 FLORIDA BUILDING CODE-PLUMBING _�e 0 Q
of 8"for drainage. 2014 FLORIDA BUILDING CODE-MECHANICAL co
6. k1l Trusses shall be securely braced both during erection and 2011 NATIONAL ELECTRICAL CODE,NFPA 70
ifter permanent installation in accordance with BCSI 2008 2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 0 C14
6.Contractor shall be responsible for coordinating finished luidelines and Truss Engineering. 2014 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION Total Enclosed or)
floor elevations with flood zone requirements and local 2014 FLORIDA FIRE PREVENTION CODE,NFPA 1 M 00
codes. 9.All bracing members shall be 2X4 SPF or SP#2 or better,unless 2012 FLORIDA FIRE PREVENTION CODE,NFPA 101 r <
noted otherwise by Truss Engineering or Structural Engineer. 11�)
7.Foundation types and designs may vary with the
individual pertinent soil conditions on each lot. Total Area 162
8.Contractor to reinforce concrete footings and poured
Design Info & Loads
concrete walls as required for specific soil conditions or
local codes,whichever,is more restrictive. Total =TL TD BIL BID
Roof: 23 20 3 0 0
9.All design,revisions,engineering,installation and liability of Floor: 55 40 10 0 5
soil conditions and structural designs due to inadequate
soils or landfill occurrences shall be the responsibility of K—Project Phase
the Builder or it's subcontractors involved with the design Wind Load:ASCE7-110 per 2014 FBC
and installation of such. Wind Speed: 130 mph ADDITION / REMODEL DESIGN
10.All interior bearing locations should be coordinated with Wind Exposure: C NO ANALYSIS OF THE EXISTING STRUCTURE
the Truss manufacture&Structural EngineerAny Wind Pressure:Open HAS BEEN CONDUCTED AND NO RESPONSIBILITY
additional Bearing required needs to be addressed to Wind Factor:2-Residential IS ASSUMED PERTAINING TO THE EXISTING
the Building designer to be noted in the Foundation plan. Mean Roof Height:<30 STRUCTURE IN REGARDS TO IT'S STRUCTURAL
Single Story: Unprotected, Unsprinkled STABILITY OR IT'S COMPLIANCE WITH PAST OR Z
Occupancy Type Group: R-3 CURRENT BUILDING CODE REQUIREMENTS :�
OR ACCEPTED PRACTICES. IN ADDITION, NO IS
Construction Type:V-B RESPONSIBILITY IS ASSUMED IN REGARDS TO Pq 1Z "t
This building is NOT located in the Wind-Borne THE ADDITION/REMODEL RECEIVING DAMAGE DUE -Z
debris area.Window protection NOT required. TO FAILURE OF THE EXISTING STRUCTURE.
0
COD
To the best of my knowledge these plans are drawn to comply with owner's and/or bL ilder's specifications and any changes made on them after prints are made will be done at the owner's and/or builder's expense and responsibility.The contractor shall verify all dimensions and enclosed drawing. Storm-Pruf/Ber-Shel Inc.is not
liable for errors once construction has begun.While every effort has been made in the preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. Q�
. . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . .
Copyright 2017
. . .. . . . . . Ber-Shel Inc.
These Drawings are not to
be reproduced or copied in
any manor without the
written permission of
. . . . . . . . Storm-Pruf/Ber Shell inc
I T
Date.-
Date.,
Date:
Date:
URUU1__9 An rawn by
RB
Checked by
EDO ED QL::)OEDM1_)=OEDDEDQL )QEDDEDUE
:, ;4MAUMKC
OL1100MOMEDO ODDE)ML scale
RMPNWMIWMIY�� U RRMc-c L!:!j 1/8" = 1'
Date
3/13/2017
L=
L�p Wing .�h z J; #:=
emling �idfng. Job#
SP17-002
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d or builders specifications and any changes made on them after prints are made will be done at the owner's and or builders expense and responsibility.The contractor shall verify all dimensions and enclosed drawing. Storm-Pruf/Ber-Shel Inc.is not
To the best of my knowledge these plans are drawn to comply with owner's an
n mad in the preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter.
3
Copyright 2017
Ber-Shel Inc.
These Drawings are not to
be reproduced or copied in
any manor without the
written permission of
Storm-Pruf/Ber-Shel Inc.
Re isions
Date.,
Date.,
Date.,
Date,
Remove lap siding and window Drawn—by
RB
trim as needed where roof joist/ E Checked by
roof ledger beam will attach to house.
scale
Entnj 51ab 1/411 = 11
Date
3/13/2017
Job#
F SP17-002_,/
302qFX
LL
0 L)
5idewalk Q CO
0 C'4
M
00
r
Remove existing5iClewalk
as needed. �Project�Phase�
6
41-
To the best of my knowledge these plans are drawn to comply with owner's and/ r builder's specifications and any changes made on them after prints are made will be done atthe owner's and or builder's expense and responsibility.The contractor shall verify all dimensions and enclosed drawing. Storm-PrLrf/Ber-Shel Inc.is not
liable for errors once construction has begun.While every effort has been made it the preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter.
E4:1
Copyright 2017
Ber-Shel Inc.
These Drawings are not to
be reproduced or copied in
any manor without the
written permission of
Storm-Pruf/Ber-Shel inc.
Revisions
Date:
Date.-
Date:
Date:
Dra n by
B
C�ecked by
.<
scale
Existing 1/411
Entry 51ab
Date
zo 3/13/2017
Job
SP17-002
Deck
5tep own a)
CO --1
Existing 5idewalk
0
10"Post 10"Beam 10"Post
0 C
00 ;�e
V \r4�=�, C
Column Box Bases W
24"x24"x3F
13,-q 51b-
Project Phase
Vt
.2r
To the best of my knowledge these plans are drawn to comply with owner's and/or b Alders specifications and any changes made on them after prints are made will be done at the owner's and or builder's expense and responsibility.The contractor shall verify all dimensions and enclosed drawing. Storm-Pruf/Ber-Shel Inc.is not
liable for errors once construction has begun.While every effort has been made in th a preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. cc
F- - — — — — — — — --
Copyright 2017
Ber-Shel Inc.
These Drawings are not to
be reproduced or copied in
Deck flush with I- - — — — — — — — any manor without the
written permission of
Entry 51ab Storm-Pruf/Ber-Shel i c.
A Revisions
V Date:
NA Date:
— — — — — — — — Date:
Date:
Drawn by
=+ RB
Checked by
scale
z V 1/411 = 11
Date
Existing 3/13/2017
F- - — — — — — — — - 5idewalk Job#
SP17-002--)
6-
Deck flush with L — — — — — — — — —
Entry 51ab Brg Pads:5ee 5tructural 2- !J,4 q'-1 1 1/2"+/- J-K—2'� Brg Pads:5ee 5tructural
Eng for details Eng for details
X CU _I
0
CO
0 C14
co CU
+ 00
2xb Floor joist----' Existing
5idewalk
@ 16"oc Beam-----)- 'Beam CO
Project Phase
2- 2-
Brg Pads:5ee 5tructural
Eng for details Brg Pads: 5ee 5tructural
Eng for details Details from Structural Engineer
will override any details in this plan.
R
z A to 10
To the best of my knowledge these plans are drawn to comply with owner's and/0 builders specifications and any changes made on them after prints are made will be done atthe owner's and or builder's expense and responsibility.The contractor shall verify all dimensions and enclosed drawing. Storm-Pruf/Ber-Shel Inc.is not
n made in the preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter.
6
Copyright 2017
Ber-Shel Inc.
These Drawings are not to
Existing be reproduced or copied in
Entry Slab �n Metal Roof Ledger Beam any manor without the
written permission of
Storm-Pruf/Ber-Shel inc.
Revisions
Date.,
6--b 1/2" 2x&Rafters-Exposed Date:
Date:
rV
Date:
Drawn by
RB
Checked by
le
+ sca
Deck if
T 5tep Own 1/411 =
Date
3/13/2017
Existing 5idewalk Job#
10"Post 0 __SP17-00
Beam 5t
'0"P
Lill 1 11
Golumn Box Bases a)
24"Y24"x3b"
—J
LL
13,-q 5/6,,
-0,
00
0
C.Y)
1 xb Roof decking
Metal Roof with
2x5 Rafters peal and stick membrane Fi hi
0 '
Metal 7'1 otickitmembrane Flashing
�flt peal a
'd
exposed
optional:Fascia Board
8'PL Hgt min. L d
Ledger
10"Beam Phase�
Projec�t
10" Constructio
��struc nj
Co umn Box Base 5 1/2"step down fro
Iff —-- —Fo5t anchor Main H use slab to
24- 4"x3(V —11 Entry 51ab
Built on top of deck Deck flush with –
entry slab %
0-Main Level q -01�
71
2x6 Floor Joist
Brg Footer
A 'w %0
To the best of my knowledge these plans are drawn to comply with owner's and/or )uilder's specifications and any changes made on them after prints are made will be done atthe owner's and or builder's expense and responsibility.The contractorshall verify all dimensions and enclosed drawing. Storm-Pruf/Ber-Shel Inc.is not
o
liable for errors once construction has begun.While every effort has been made in t ie preparation of this plan to avoid mistakes,the maker can not guarantee against human error.The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter.