HomeMy WebLinkAboutPLANSEXISTING ROOF
NEW MIN R-19
BLOWN
INSULATION , '
EXISTING CLG
ATTACH PT 2 x 4 TOP PLATE
TO EXISTING HEADER BEAM —
w/ 1/4" LAG SCREWS a 16" O.C.
MIN EMBED 1 1/2"
1/2' DRYWALL OVER
2 x 4 STUDS * 16" O.C.
FRAME WALL
w/ MIN. R-I1 INSULATION
RETROFIT EXISTING WALL
w/ INSULATION AS NEEDED
EXISTING SLAB / FOUNDATION
FINISH STUCCO
(TO MATCH EXISTING)
OVER PAPER BACKED
SELF -FURRING LATH
OVER VAPOR BARRIER
OVER MIN 15/32" CDX SHEATHING
1/4" TAPCON ANCHORS
A 36" O.C. MAX,
( MAX. 6" FROM CORNERS
2 x 4 PT SILL PLATE w/
SiMP50N SP4 A EACH STUD
TOP t BTM,
FRAME SPF WALL STUDS
a 16 O.C. MAX.
EXISTING
— FINISH ELEV.— - — - — - —®
TYPICAL FRAME-iN FOR PORCH WALL SECTION
NTB
(ISTING ROOF
TO REMAIN
RESIDENCE \
E OPENINGS
TO REMAIN
SIDE ELEVATION
SCALE: 1/4" = 1'-0"
EXISTIN'
ROOF
EXISTING
RESIDENCE
< OPENINGS
TO REMAIN
U.N.O. ;
EXISTING I ADDITION
FROrT ELEVATION
SCALE:/4" = 1'-0"
ERE:CEIVED
9 2019
ty, permitting
EXISTING
E
OPENINGS
TO REMAIN
U.N.O.
REMODELING, ADDITION, ALTERATION, AND GENERAL NOTES
CONSTRUCTION TO FOLLOW 2011 6TH EDITION FLORIDA BUILDING CODE < ALL AMENDMENTS
1. Contractor to verify all dimensions prior 5. Do not scale drawings, if there are written 8. No egress from a bedroom or sleeping area
to the commencement of construction. dimensions to take precedence. Dimensions has been compromised by this enclosure.
2. Determine the existence of any underground and construction details may vary due to
tanks, drain fields, wiring, plumbing, gaping, etc, substitution, field conditions, construction
and allow for same during construction, technique or other variables.
3. Verify adequacy of existing electrical service 6, These drawings are not intended to cover all
and wiring capacity. Upgrade and sub -panel as conditions. Field decisions may need to be NOTICE:
requirecI7 Relocate any tv, phone cable, made by Contractor. If this situation arises, please It is important that the Client and Contractor examine the
thermostat, fans, chimes, outlets, switches, contact Engineer of Record, drawings and documentation in detail. It shall be the final
smoke detectors, fixtures, etc. as may be Contractor shall allow for minor adjustments, responsibility of the Contractor to review and double check
required, -I. Certain assumptions have been made using the the plane for accuracy and compliance with regulatory
4, All wood members exposed to weather or in best Judgement and experience of the design agencies. It is customary and ordinary not to include details
contact concrete and/or masonry shall be team. No demolition has been undertaken b well within the knowledge of licensed Contractor. If
pressure treated. necessary, further clarification of these plans should be
p the designer to verify the conditions and y: achieved before signing the construction contract and
construction techniquse employed in the obtaining a buildin permit, otherwise the Contractor assumes
existing structure. The contractor shall verify °' responsibility for the construction in question. Methods of
actual conditions prior to undertaking construction shall be determined by the Contractor.
construction.
ELECTRICAL NOTES
I: ALL ELECTRICAL WORK SHALL BE DONE
IN ACCORDANCE WITH THE 2014 NATIONAL
ELECTRIC CODE < CONFORM WITH THE FBC
t ALL LOCAL CODES,
2: ALL ELECTRIC COMPONENTS SHALL BE TIED
TO EXISTING ELECTRIC 200 AMP SERVICE
E PANEL SPARES
3: ENGINEER OF RECORD NOT RESPONSIBLE
ELECTRICAL LEGEND
ELECTRICAL
SYMBOL
CLG FAN/LIGHT
COMBO
U v
LiGHT
OUTLET
SMOKE DETECTOR
9
SWITCH
$
REMOVE EXISTING
WINDOWOPENING
FRAME SOLID t
FINISH OPENING
INTERIOR
DOOR
EXISTING I V
CONCRETE
TO REMAIN
I
C n
V
V
GARAGE
REMODELED
FOR LIVING ROOM
V LIVING SPACE
v
+/- 268 SF
VV u V
v
VI
EXISTING
WALLS
DOOR TO
BE REPLACED
V w/ NEW DOOR
A
FRAME -IN EXISTING GARAGE DOOR
t INSTALL NEW IMPACT SH WINDOW 36 x 36
MINI -SPLIT
BY OTHERS i
FLOOR, FLAN LAYOUT
SCALE: 1/4" = 10'
2011 6TH EDITION FBG E AMENDMENTS
BASIC WIND SPEED 160 MPH ULT - 3 SEC GOT
RISK CATEGORY 1.0
BUILDING CATEGORY ENCLOSED
EXPOSURE CATEGORY B
WIND DESIGN PRESSURES
WALL / DOOR / COMPONENTS - +34.3 / -39.13 P&
;a
PT2x4
TOP PLATE
CONNECT NEW
FRAME WALL
w/ 1/4" LAG SCREWS
TO WOOD OR
1/4" TAPCON ANCHC
TO CONC. - 4" FRI
ENDS t I6" O.C. MA:
TO EXISTING STRUC'
2x4SPFST
0 16" O.C.
FRAME WALL
EXISTING
FRAME GONSTRUC
2x4PT
SILL PLATE
FRAME WALL INFILL TO EXISTING: S
NTS
STRUCTURAL NOTES
I. ALL LUMBER IN CONTACT. WITH CONCRETE - OR
MASONRY WILL BE PRESSURE TREATED.
2. ALL STANDARD LUMBER SHALL BE SPF 03, HEM FUR 03 OF
STUD GRADE WITH A MiNIMUM FB - 1200 PSI OR BETTER
3. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS
DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED.
4. UNLESS OTHERWISE NOTED, THE INSTALLATION OF
SPECIFIED HARDWARE SHALL CONFORM TO THE
MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE.
5. UNLESS OTHERWISE NOTED FOR EXTERIOR -WALLS,
EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL
IS TO BE NAILED WITH SD RINGSHANK OR BETTER NAILS
(IOD NAILS WHEN %" SHEATHING 15 USED) 6" O.C.
EDGES AND 8" O.C. ON FIELD, OR SCREWED WITH DRYWALL
SCREWS I1*2 INCHES LONG AND 0.131 INCHES DIAMETER
GARAGE ENCLOSURE
LiViNG AREA = +/- 268 SF
[ALTERATION = LEVEL II
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
PRODUCT
PROD. DESIGN
PRODUCT
MANUF.
MODEL •
APPROVAL
PRESSURES
WINDOW
JELD-WEN
PREMIUM
ATLANTIC VINYL
FL 140,35.1
+65 / --toSH
IMPACT
PSF
EXTERIOR SWING
JELD-WEN
CONTOURS STEEL
FRENCH DOOR
FL 12169.1
i/- 55 PSF
FRENCH DOOR
IMPACT
•• EASTERN
SHUTTER
METALS
GALV. STEEL
FL 1IS64.2
+/- 55 PSF
SUPPLY
24 GAUGE
- A FLORIDA PRODUCT APPROVED HURRICANE SHUTTER OF EQUAL OR BETTER QUALITY MAY BE USED IN PLACE
OF THIS SHUTTER. THE FLORIDA PRODUCT APPROVAL MUST BE PRESENTED FOR CONFIRMATION UPON INSPECTION.
STUCCO FINISH
MATCH EXISTING STUCCO FINISH
I HAVE REVIEWED THE ABOVE COMPONENTS AND CLADDING,
AND HAVE APPROVED THEIR USE IN THE STRUCTURE TO
PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND SCANNED
FORCES SPECIFIED BY THE CURRENT CODE PROVISIONS, Bv
AS SIGNED i DATED BELOW. sUq w" "'
Ij-
a.�a a�r9
A °O
O ua rn
in
ON
zaA��
W Q -�
00
rr� �U00
V z5
w CO) 0 c x
� �Ha
p E..i " [-4 a
LL
LU m
v
� Z Q M
LIJ
O
Z Z
IL�l.U+�
LL L �.^^' i—
V OL
V
C Copyright 2019
ROBERSON
DESIGN GROUP
All rights reserved.
REVISION DATE
JOB » 19026W
DATE : 1/29/19
DRAWN BY SR
SHEET
1 of 1