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sabatello construction of florida, Inc. E
Alan and Julie Norsworthy OCT 11 Z-016
10137 Spyglass Lane
Port St. Lucie, Florida 34986 Lucie lT unty,
August 30, 2016 St. Lucie County, i L
A. GENERAL INTERIOR:
Remove existing windows and doors listed below, and replace with PGT Series 700 SH, and
Series 701 Fixed Glass and Series 770 Sliding Glass Doors, Impact Resistant glass with white
aluminum frame:
1. Remove existing windows and doors listed below, and replace with Impact Resistant glass
with white aluminum frame as follows:
a) Bathroom —One (1) single hung window, PGT Series 700 SH
b) Front Entry Arched Transom — One (1) fixed glass arched window, PGT Series 720
Fixed Glass
c) Garage — Convert arch over horizontal roller to one piece Fixed glass with arch, PGT
Series 720 Fixed Glass
d) Breakfast Room —One (1) sliding glass door, PGT Series 770 sliding glass doors
e) Family Room —One (1) sliding glass door, PGT770 sliding glass doors
f) Bathroom, garage, and front entry transom are gray tinted Solar Ban 70 Low E glass
g) Sliding glass doors are Solar Ban 70, and no gray tint
PATH
----- (1 20) d 23
31 O
12 BREAKFAST NOOK:
$ $ PGT Series 770, Sliding Glass
MASTER BATH: SPA Doors 72x118, bypass,2P2T
PGT Series 700 Single Hung
Window (297 )
26.5x38.375, H33,STD,1/27 FL 40 9A.8
(2656) 4
7 i
6 61 1 1
` 11 22
(AA
550)25 FAMILY ROOM:
PGT Series 770, Sliding Glass
Doors 96x96, 8080 Bypass 2P2T
FRONT ENTRY ARCHED TRANSOM: GARAGE:
PGT Series ARC720 Fixed Glass PGT Series 7 Fixed Glass
73.25x32.1-/2 FL 53x64.5XX,1/2"FL
9002 Burma Road • Suite 100 •Palm Beach Gardens, Florida 33418
Telephone (561) 626-7600 • Facsimile (561) 775-9117
www.sabatellocompanies.com www.sabatelloenvironmental.com
CG-CO12501
BOUNL7AR'Y � IJRVEY
LEGAL DESCRIPTIO}: ABBREVIATIONS: SURVEYORS NOTES-:
Lot 1.2 in POD 26 of SET = Set 5/8" iron rebor With 1, Unless otherwise noted only plotted easements
AT THE RESERVE PHASE ONE yellow cap marked "PSI 5543" 111
CYPRESS POINT ore shown hereon.
FD=Found b 8 Iron Rebar
according to the plat thereof F.F.E.=Finished Floor Elevation 2• No underground utilities or improvements Were
as recorded in Piot Book 36 OH—OH—OH-- Over Head Wires located unless otherwise shown.
pages 1,, 1A through 1C of the X—X--X-= Chain Link Fence 3• This site- lies Within Flood Insurance Rote }dap
'Public Records at St. Lucie R.O.W. = Right of Way Zone X.
County, Florida. 0--0--0—= W6od Fence 4. Flood Zone shown hereon is an interpretation
W= FPL Transformer Pod' by the surveyor and 'is. provided as a courtesy.
PL=Vbiue as platted The flood zone should be verified by o
R = Radius of curve determination agency.
L - Length of curve 9 H 5. Beorings shown hereon ore based on the South
6EEAS. _ �feosured Deltp of Curve line of Lot 12 as being 44'00'12"
M �
CONC. = Concrete according to the Plot described hereon.
C.P,= Conctpte Pod 6. P.U.D.E. denotes Public Utilities and Drdinage
®= y�oter .Meter Easement.
= Power Pole 7. Ali Lot dimensionssholyn are per plot unless
= Utility Box othe.rWise shown.
®=
Well
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OCT 1 1 2016
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WIND PRESS CALCULATED FROM ASCE 7-10 AND FED 2014 Z w 00
O ROOF CHARACTERISTICS: w Z A
BASIC WIND SPEED: 17o m 05 .
EXPOSURE: C 0 CoLL O
BUILDING RISK CATEGORY: II.E dcmd w(n }
EDGE STRIP: A"91L
K6: o'85 >(�U
Kd: 0.85 }J O
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VEL.PRESSURE ON 63.6 PSF O(n I"-' ZZs
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ZONE4: VARIES BASED ON AREA �DO
ZONE 5: VARIES BASED ON AREA 0-0
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DESIGN PRESSURE: P=Ox%GC -GCPQ XDAW"63.5 PEP
ZONEI: ROOF
OZONEROOF
6 ZONE&3: ROOF
WINDOW LAYOUT WINDOW SCHEDULE PSF PSF
1/6"=1'-O"
MARK ID NOA ZONE SF AREA SIZE(WXH) CALC. PRES. DESIGN PRES. 1s taz
9/12/2016
1 160629,06 4 59 6,x 9'10" (+)33 (-136.3 (+)60 (-)60 9/16/2016
2 16-0629.06 5 64 8'x 8' (+)33 (-)42.7 (+)60 (-)60
3 16-0629.14 4 24 53"x 65" (+)36.3 (-)39.5 (+)87.5 �().)7
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4 16-0218.03 4 16 73"x 32" (+)36.3 (-)41.1 (+)72.5 1
5 16-0714.06 4 7 26.5"X 38.4" (+)37.9 (-)41.1 (+)80 Q