HomeMy WebLinkAbout140 Bristol Forest TrlCITY OF SANFORD PERMIT APPLICATION
Permit # : I Date:
-i -
Job Address:, f•,7 I STP ,/-
Description of Work: J 13 ry Jkj A-'5r-1?1FSxJ ROO -t +7 0 Eya5t"W Total Square Footage D
Historic District: Zoning: Value of Work: $
Perrnit'1'ype: Building V Electrical" Mechanical )VA' Plumbing N4 Fire Sprinkler/Alarm /14- Pool Al 4
Electrical: New Service - it�off AMPS A14 Addition/Alteration k Change of Service /V4ITemporary Pole A,,4'� `7
Mechanical: Residential `y Non-llcsideutial Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: It of Fixtures 14 it of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: It of Water Closets A14 Plumbing Repair - Residential or Commercial
Occupancy 'Type: Residential Commercial Industrial
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required)
Owners Name & Address: N?42 4 /�'1l 64,e��r- ; f/ dZ,-2-F Z- �17f /�Rlp_ .� .-�/--
L1 w �0.O_•D . � �i 7 '77 / Phone: � -1 (,83 � 1 3 O
Contractor Name & Address:
Phone & Fax: _
Bonding Company:
Address:
/N G.
n y/ew. / ~ln 5 State License Number: �' �7 C � -�7 JTO CO r�
to Contact Person: /L'./G/�vteJ ��� _Phone: #c>7 448 0 5� 2
Mortgage Lender: A1,9
Address:
Arch,tect/Eng"I er; _/7, /3 dive Yhone: 7 1 :7� %J�J
Address: ''` Ai=r-,/ 441 Uv 4>/ ,�/r.52• 5 Fax: 4Y5-7.IQ 23 3
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal lation has cotmnenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate
permit must be secured for ELEC'T'RICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, ctc.
OWNER'S AFFIDAVTr: I certify that all of tire foregoing intbanatiou is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 1F YOU INTEND TO OBTAIN FINANCING, CONSULTWITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: hi addition to the requirements of this permit, there may be additional restrictions applicable to this property that maybe firmrd in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of p rmit is verification that l n9fify the owner of the property of the requirements of F'lo a Lien Law FS 7`133 ����111�
�� 4•� U ��, ��jj �L 1
� t� ent
Signatur f Owner/Agent Date Signa are o of
elpr/r� Ag `� • yr `\d` r tbe)l
Narne
Date
DEBBIE BLANTON
PAY COMMISSION # DD 113(A91
EXPIRES: February 25, 2007
Produced ID
APPROVALS: ZONING: -eft 0. t V UTIL;
Print 'pntraetor/Agent s Na )>• 'aFP 903
•`��a, `�� ..l7 b
Signe of Notary -State of Fid' > lAn,
atur
Contractor/Agent isPersonally Known toe or I
Produced 1D ` _41
F /t
FD: ENG: BLDG:
Special Conditions:
Rev 03/2006w ,IOU. 5
�"
� 2
STRUCTALL BUILDING SYSTEMS
MASTER FILE:
A I. DESIGN CODE &LOADS
0
I$
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E
Structural plan review is limited to a
general survey for code compliance. No
review is implied nor. was taken to
verify structural adequacy
r
F o
' O
Lviolation.
s round during inspection
o be corrected.suance does not grant
code violation. 2004
I, G
1. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS HAVE BEEN DESIGNED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE 1997 UNIFORM BUILDING CODE (UBC),2003 INTERNATIONAL
BUILDING CODE (IBC). 2003 INTERNATIONAL RESIDENTIAL CODE (IRC), AND THE 2004 FLORIDA BUILDING CODE -
RESIDENTIAL (FBC), CHAPTER 3 AND ASCE 7-02, IN ACCORDANCE WITH SECTION R 301,2.1,1.
2. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS ARE INTENDED FOR RECREATIONAL/
OUTDOOR USE AND ARE CONSIDERED NON-HABITAL STRUCTURES WHICH ARE NOT HEATED AND/OR COOLED.
3. WHERE A COVER HAS AN ENCLOSURE BELOW, THE OPEN AREA OF THE LARGER WALL AND ONE ADDITIONAL_
WALL SHALL BE 66% OR MORE OF THE AREA BELOW 6'-8" MEASURED FROM THE GROUND. EACH WALL OPEN
AREA SHALL BE EITHER INSECT SCREENING, READILY REMOVABLE. TRANSLUCENT/ TRANPARENT PLASTIC OR
TEMPORED GLASS. NOT MORE THAN 0.125 -INCHES THICK, WHICH IS APPROVED BY THE UNIFORM BUILDING
CODE.
SEE ATTACHED STRUCTUAL BUILDING SYSTEMS PAGES:
PAGE W31 TYPICAL GLASS ROOM WALL SECTION,
PAGE WS2
FIGURE A 1 2" X 3" MODULAR ROOM FEMALE MULLION WI
SCREEN SPLINE.
FIGURE B 1 2" X 3" MODULAR ROOM MALE MULLION Wl
SCREEN SPLINE.
(Use as one part of two part upright and to frame top and bottom of opening)
FIGURE E 3"THERMO MODULAR ROOM TOP CAP
(use to frame lop of side wall modules when using 3" Thermo Modular Room
Adustable Top Cap & Lower Assembly)
FIGURE F 3" THERMO BASE CHANNEL
(Use to receive panels on slab and to frame bottom of wall modules)
FIGURE G 3" CORNER POST
(Receives wall modules at all corners of structure)
EXPLODED VIEW OF SNAP -A -ROOM
MODULAR PATIO ROOM WALL SYSTEM
PAGE WS3
EXPLODED VIEW OF COMPONETS
PAGE S 1 ROOF PANEL SPAN CHART
PANEL THICKNESS 3" X.024 GAUAGE, 110 M.P.H. WIND SPEED,1 FT
OVERHANG. 20'1 MAX SPAN
SNAP -N -LOCK COMPOSITE PANEL
Foam - 1,0# Density E,P,S•
Aluminum - 3105-H141H25 Alloy
Steel -ASTM-AT201A526M-90 NOTE: THIS STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH
Fasteners# 4,769,963 & 5,068,599 THE MANUFACTURER'S SPECIFICATIONS.
50,0011
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INSTALLATION
LOCATION
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ROOM
W
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EXISTING RESIDENCE
CARLOS AND MARGARITA RAMIREZ
149 BRISTOL FOREST TRAIL
SANFORD, FL 32771
PARCEL ID: 22-19.30-502-0000-0680
LEGAL DISCRIPTIOPN:
LOT 68, PRESERVE AT LAKE MONROE , as
recorded in Plate Bk 62, Pages 12 --16 Of
the public records of SEMINOLE County, Florida
On Eric Powell
5'
3" ROOF
P NEL
--
STRUCTUAL BUILDING
SYSTEM
Screen Room
L__ -.
3
4
5
6
7
8
9
10 11
1. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS HAVE BEEN DESIGNED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE 1997 UNIFORM BUILDING CODE (UBC),2003 INTERNATIONAL
BUILDING CODE (IBC). 2003 INTERNATIONAL RESIDENTIAL CODE (IRC), AND THE 2004 FLORIDA BUILDING CODE -
RESIDENTIAL (FBC), CHAPTER 3 AND ASCE 7-02, IN ACCORDANCE WITH SECTION R 301,2.1,1.
2. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS ARE INTENDED FOR RECREATIONAL/
OUTDOOR USE AND ARE CONSIDERED NON-HABITAL STRUCTURES WHICH ARE NOT HEATED AND/OR COOLED.
3. WHERE A COVER HAS AN ENCLOSURE BELOW, THE OPEN AREA OF THE LARGER WALL AND ONE ADDITIONAL_
WALL SHALL BE 66% OR MORE OF THE AREA BELOW 6'-8" MEASURED FROM THE GROUND. EACH WALL OPEN
AREA SHALL BE EITHER INSECT SCREENING, READILY REMOVABLE. TRANSLUCENT/ TRANPARENT PLASTIC OR
TEMPORED GLASS. NOT MORE THAN 0.125 -INCHES THICK, WHICH IS APPROVED BY THE UNIFORM BUILDING
CODE.
SEE ATTACHED STRUCTUAL BUILDING SYSTEMS PAGES:
PAGE W31 TYPICAL GLASS ROOM WALL SECTION,
PAGE WS2
FIGURE A 1 2" X 3" MODULAR ROOM FEMALE MULLION WI
SCREEN SPLINE.
FIGURE B 1 2" X 3" MODULAR ROOM MALE MULLION Wl
SCREEN SPLINE.
(Use as one part of two part upright and to frame top and bottom of opening)
FIGURE E 3"THERMO MODULAR ROOM TOP CAP
(use to frame lop of side wall modules when using 3" Thermo Modular Room
Adustable Top Cap & Lower Assembly)
FIGURE F 3" THERMO BASE CHANNEL
(Use to receive panels on slab and to frame bottom of wall modules)
FIGURE G 3" CORNER POST
(Receives wall modules at all corners of structure)
EXPLODED VIEW OF SNAP -A -ROOM
MODULAR PATIO ROOM WALL SYSTEM
PAGE WS3
EXPLODED VIEW OF COMPONETS
PAGE S 1 ROOF PANEL SPAN CHART
PANEL THICKNESS 3" X.024 GAUAGE, 110 M.P.H. WIND SPEED,1 FT
OVERHANG. 20'1 MAX SPAN
SNAP -N -LOCK COMPOSITE PANEL
Foam - 1,0# Density E,P,S•
Aluminum - 3105-H141H25 Alloy
Steel -ASTM-AT201A526M-90 NOTE: THIS STRUCTURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH
Fasteners# 4,769,963 & 5,068,599 THE MANUFACTURER'S SPECIFICATIONS.
50,0011
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I
I
,I
I'
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I
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U
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t�0 F—
LU
W
I
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I
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INSTALLATION
LOCATION
I
N SCREE
ROOM
W
O
EXISTING RESIDENCE
CARLOS AND MARGARITA RAMIREZ
149 BRISTOL FOREST TRAIL
SANFORD, FL 32771
PARCEL ID: 22-19.30-502-0000-0680
LEGAL DISCRIPTIOPN:
LOT 68, PRESERVE AT LAKE MONROE , as
recorded in Plate Bk 62, Pages 12 --16 Of
the public records of SEMINOLE County, Florida
2 - #8 x 1"S.M•S
TOP & BOTTO1
(TYP) I
/ #10 x 4" S.M.S W11/4" X 1112"
NEOPRENE GASKET @ 8" O.C.
248 x 9116" S.M.S @ 8" O.C. EA
SIDE OF WALL HEADER,
(TYP)
RING WALL
IONS & OVER
PANEL SKIN TOP
EXPANDED
POLYSTYRENE
PANEL (3')
DETAIL
\ PANEL SKIN
DETAIL -D ROOF PANEL
CROSS SECTION
® JOINT
#8 x 9/16" S.M.S or 1/8" POP 3" FILLER PANE
RIVETS @ 8" O.C. MAX OR WINDOW
(TYP)
3" FILLER PANEL
OR WINDOW
3" THERMO CORNER P0'-_
Receives wall modules at all
corners of structure /
DETAIL -F
EXI
REIL
0-1 KI 0-1 CI J ID
_--------_—! ! ----10 — " See Footing Ll—
LEFT ELEVATION
#10x4"S.M•SW/114"X1112"
.060 X 3" HEADER EXTRUSION NEOPRENE GASKET @ 8" 0.
FASTEN TO PANEL #8 x 9116" (TYP)
TEK'S B TH SIDES @ 12" O.C.
MAX
TYP �t.t +++++ ++++++++
3" LAMINATED ROOF PANE
+ + +t+ + +
\SCIA W/ +
UTTER "
.055X3" RECEIVING CHANNEL EXTRUSIO - ..F
FASTEN TO WALL PANEL WI #8 X 9/16" TEK'S 3" HEADER PANEL MI .
ON BOTH SIDES @ 8' O.C. MAX FASTEN TO +
ROOF PANEL WI #10 X 4" S.M.S.114" X 11/2" ` --055 X 3" RECE LNG CHANNEL EXTRUSION
ALUM. NEO WASHER @ 8" O.C. MAX (TYP) I FASTEN TO LL PANEL WI #8 X 9116" TEK'S
I ON BOTH S ES @ 8' O.C. MAX FASTEN TO
I SCREEN NGS WI #10 X 4" S.M.S. 1/4" X 11/2"
j ALUM. 0 WASHER @ 8" O.C. MAX (TYP)
SCREENED OPENING AIL -B
BEARING WALL CONNECTIONS
& OVERHANG
SCREENED OPENING
.055 X 3" RECEIVING ANNEL EXTRUSION
F .F : -\FASTEN TO WALL PAN W/ #8 X 9116" TEK'S
.`'F .F ' ON BOTH SIDES @ 8' O.C. MAX FASTEN TO
F
F + SCREEN OPENING FLANG (TYP)
t •F I
F •F
F +
h 'F •I
3" KICK PANEL MIN.
F •F .055 X 3" RECEIVING CHAN L EXTRUSION
F'F }'F FASTEN TO WALL PANEL / #8 X 9116" TEK'S
F + F FrN BOTH SIDES @ 8'0. , MAX FASTEN TO
+FLAB W. 114" X 11/2" NC SCREW ANCHOR
DE TA -A EQl IN" ,c, (TYP)
4" CO . LAB MIN.
WALL CONNECTION
FOUNDATION
On Eric Powell
5'
3" ROOF
P NEL
4 4ISETBA
STRUCTUAL BUILDING
SYSTEM
Screen Room
K
SCALE: Vi
.0 X 3" RECEIVING CHANNEL EXTRUSION FASTEN TO PANEL
3" Header Panel Min.
WALL PANEL WI X 9116" TEK'S ON BOTH SIDES @ B-O.C.
W/ #8 X 9116" TEK'S ON BOTH SIDES @ 8" MAX ATTACH TO
C GC 037506
Y.4 •. ° 1
MAX FASTEN TO S EEN FLANGS WI #10 X 4" S.M.S.114" X
3" HANGING RAIL
d,
'.4.
I
-
1112" ALUM, NEO WA HER @ 8" O.C. MAX (TYP)
ATTACH TO MASONRY HOST STRUCTURE WI 114" DIA. X 1112"
WALL PANEL WI #8 X 9116" TEK'S ON 0TH SIDES @
F F F
+
3" LAMINATED ROOF PANEL +
}
F
' CONCRETE SCREWS @ 24" U.C. MAX (TYP)
MAX FASTEN TO ROOF PANEL WI # 0 X 4" S.M.S.114" X 1
I
Lf�'4
1LU
I
.F
CV
U)
I
F F
11/2" WALL HEADER
+
#8 x 112" S.M.S @ 24" O.C, TOP $
creened opening'
4'
3'
+ +BOTTOM
OF LEDGER.j
-,-,i
a'4 101011 UE
3 PANEL
.F
+ +
44
III
NG'
I
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Y• ° d..
•4• °
I
EXISTING RESIDENCE
I
i
I 12
OVE
+ +
d• ,. 4 Y•
(max
� 5 3" G EXTRUSION S o
.0 5 X 3 RE IN CHANNEL XTRUSI NFA TEN T
.F •F +
RECEIVING CHANNEL
2 - #8 x 1"S.M•S
TOP & BOTTO1
(TYP) I
/ #10 x 4" S.M.S W11/4" X 1112"
NEOPRENE GASKET @ 8" O.C.
248 x 9116" S.M.S @ 8" O.C. EA
SIDE OF WALL HEADER,
(TYP)
RING WALL
IONS & OVER
PANEL SKIN TOP
EXPANDED
POLYSTYRENE
PANEL (3')
DETAIL
\ PANEL SKIN
DETAIL -D ROOF PANEL
CROSS SECTION
® JOINT
#8 x 9/16" S.M.S or 1/8" POP 3" FILLER PANE
RIVETS @ 8" O.C. MAX OR WINDOW
(TYP)
3" FILLER PANEL
OR WINDOW
3" THERMO CORNER P0'-_
Receives wall modules at all
corners of structure /
DETAIL -F
EXI
REIL
0-1 KI 0-1 CI J ID
_--------_—! ! ----10 — " See Footing Ll—
LEFT ELEVATION
#10x4"S.M•SW/114"X1112"
.060 X 3" HEADER EXTRUSION NEOPRENE GASKET @ 8" 0.
FASTEN TO PANEL #8 x 9116" (TYP)
TEK'S B TH SIDES @ 12" O.C.
MAX
TYP �t.t +++++ ++++++++
3" LAMINATED ROOF PANE
+ + +t+ + +
\SCIA W/ +
UTTER "
.055X3" RECEIVING CHANNEL EXTRUSIO - ..F
FASTEN TO WALL PANEL WI #8 X 9/16" TEK'S 3" HEADER PANEL MI .
ON BOTH SIDES @ 8' O.C. MAX FASTEN TO +
ROOF PANEL WI #10 X 4" S.M.S.114" X 11/2" ` --055 X 3" RECE LNG CHANNEL EXTRUSION
ALUM. NEO WASHER @ 8" O.C. MAX (TYP) I FASTEN TO LL PANEL WI #8 X 9116" TEK'S
I ON BOTH S ES @ 8' O.C. MAX FASTEN TO
I SCREEN NGS WI #10 X 4" S.M.S. 1/4" X 11/2"
j ALUM. 0 WASHER @ 8" O.C. MAX (TYP)
SCREENED OPENING AIL -B
BEARING WALL CONNECTIONS
& OVERHANG
SCREENED OPENING
.055 X 3" RECEIVING ANNEL EXTRUSION
F .F : -\FASTEN TO WALL PAN W/ #8 X 9116" TEK'S
.`'F .F ' ON BOTH SIDES @ 8' O.C. MAX FASTEN TO
F
F + SCREEN OPENING FLANG (TYP)
t •F I
F •F
F +
h 'F •I
3" KICK PANEL MIN.
F •F .055 X 3" RECEIVING CHAN L EXTRUSION
F'F }'F FASTEN TO WALL PANEL / #8 X 9116" TEK'S
F + F FrN BOTH SIDES @ 8'0. , MAX FASTEN TO
+FLAB W. 114" X 11/2" NC SCREW ANCHOR
DE TA -A EQl IN" ,c, (TYP)
4" CO . LAB MIN.
WALL CONNECTION
FOUNDATION
15 " 5' 7" 5' 6" . 5'-6" 5'-6" 5LT' 5]
---------oaten -- -_ ,
PLAT PLAN-
On Eric Powell
FRONT
3" ROOF
P NEL
055 X 3" REC ING CHANNEL EXTRUSION FASTEN TO A
STRUCTUAL BUILDING
SYSTEM
Screen Room
A1.01
SCALE: Vi
.0 X 3" RECEIVING CHANNEL EXTRUSION FASTEN TO PANEL
3" Header Panel Min.
WALL PANEL WI X 9116" TEK'S ON BOTH SIDES @ B-O.C.
W/ #8 X 9116" TEK'S ON BOTH SIDES @ 8" MAX ATTACH TO
C GC 037506
MAX FASTEN TO S EEN FLANGS WI #10 X 4" S.M.S.114" X
3" HANGING RAIL
HOST STRUCTURE WI #10 X 3" WD SCREWS @ 12" O.C. MAX.
.055 X 3" RECEIVING CHANNEL EXTR SION FASTEN TO
-
1112" ALUM, NEO WA HER @ 8" O.C. MAX (TYP)
ATTACH TO MASONRY HOST STRUCTURE WI 114" DIA. X 1112"
WALL PANEL WI #8 X 9116" TEK'S ON 0TH SIDES @
F F F
+
3" LAMINATED ROOF PANEL +
}
F
' CONCRETE SCREWS @ 24" U.C. MAX (TYP)
MAX FASTEN TO ROOF PANEL WI # 0 X 4" S.M.S.114" X 1
I
DETAIL -13r
.� +
.�
.F
112" ALUM. NEO WASHER @ 8" 0•C. AX (TYP)
�
F F
11/2" WALL HEADER
+
#8 x 112" S.M.S @ 24" O.C, TOP $
creened opening'
4'
3'
+ +BOTTOM
OF LEDGER.j
-,-,i
3 PANEL
.F
+ +
(TYP)
III
NG'
++
EXISTING RESIDENCE
I
i
I 12
OVE
+ +
(max
� 5 3" G EXTRUSION S o
.0 5 X 3 RE IN CHANNEL XTRUSI NFA TEN T
.F •F +
RECEIVING CHANNEL
I
WALL L WI#8 X 9116" TEK'S ON BOTH SIDES @ 8' O.C.
IL -D
+FASTEN
x)
«�
TO SCREEN FLANGS Wl #10 X 4" S.M•S.1/4" X
F + +
j
1112" ALUM. NEO WASHER @ 8" O.C. MAX (TYP)
3 LAMINATED
+++
screened opening,,
_
+
+ +
D L -C
+
ROOF PANEL
I
B
)DT
+F+
_..a:..,
15 " 5' 7" 5' 6" . 5'-6" 5'-6" 5LT' 5]
---------oaten -- -_ ,
PLAT PLAN-
On Eric Powell
FRONT
ELEVATION
THIS IS NOT A
SURVEY
STRUCTUAL BUILDING
SYSTEM
Screen Room
A1.01
SCALE: Vi
PREPARED BY: ERIC POWELL
C GC 037506
EXISTING RESIDENCE
cut back overhang
-
�I
DETAIL-
D
Existin erh
ng
� I I
I.
4'
3'
I
ERH
12" C
III
NG'
I 12
OVE
HANG
(max
ilk
DET
IL -D
�;� (m
x)
«�
II
3 LAMINATED
_
ROOF PANEL
iii
)DT
_..a:..,
tr
SIL -G
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ill
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_____-
,
31'
50,0011 149 BRISTOL FOREST TRAIL
SANFORD, FL 32771
2 J
ROOF ELEVATION
Screen Room Slab
1�I
7
8
,055 X 3" RECEIVING CHANNEL EXTRUSION H STEN TO WALL PANEL \
EACH SIDI 48 0116" S.M.5 TEK'S OR 116" POP RNIET ( 8" O.C. MAX. ATTACH TO
WD HOST STRUCTURE Wl910 X 3" WD SCREWS ®12' O.0 MAX. ATTACH TO
MASONRY HOST STRUCTURE WI 114" X 1112' CONC. SCRE1 @ 24.0.0. MAX.
(TYP) RECEIVING CHANNEL
ILLERPANELI 'INDOW
3"-0,024
EXISTING CMU DETAI
STRUCTURE
RECEIVING CHANNEL
CONNECTION Q
EXIXTING STRUCTURE
N.T.S.
,055 X 3" RECEIVING CHANN EXTRUSION FASTEN To WALL PANEL
EACH SIDE WI2•rf8a9116"S.M.STE'IC OR 118"POP RIVET @8"O.C. MAK ATTACH TO
WUHOSfS[RUCIURE WI410X3*W1 SCREWS@IZ'O.C.MAX ATTACHTO
MASONRY HOST STRUCTURE W1114" 1 112" CCNC. SCREWS@ 24" O.C. MAX.
(TYP)
FILLERPANELIWI U W
3"4024 EXISTING
STRUCTURE (4x4
SOLID WD POST)
RECEIVING CHANNEL DFA1-E
CONNECTION 9 -
EXIXTING STRUCTURE
N.T.S.
0o
_
On Eric Powell
Ck. EP
APT. EP
Wo 10126106
STRUCTUAL BUILDING
SYSTEM
Screen Room
RIGHT ELEVATION '3"PM
60" SCREENING 60" S(
'3" PANEL -3" PAN
See FootinggeTL...........
ESIDENCE
NO ELECTRICALS
ELEVATION: 99'-11"
i 290 SgFt SUPE
i
i NEW SCREEN
i ROOM
I
('—'D1L-A
--------------I
A A
14 1.01 ®,J
1=
1
I
,I I
I
I
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I
I
I
FOUNDATION
PLOOP, PLAN
i X 3" RECEIVING CHANNEL EXTRUSION FASTEN TO
WALL NEL W/ #8 X 9116" TEK'S ON BOTH SIDES @ 8' O.C.
MAX FAS TO SCREEN OPENING FLANGS (TYP)
—__ 3"KICK PANEL IN. C
.055 X 3" RECEIVI CHANNEL EXTRUSION FASTEN TO
WALL PANEL W/ #8 9116" TEK'S ON BOTH SIDES @ 8' O.C.
MAX FASTEN TO S B W,1/4" X 1112" CON SCREW
ANCHOR OR EQUAL 24" O.C. (TYP)
D IL -A SEE FT DTL _
TION AA
N.T.S.
D
NUFES
SCOPE OF WORK:
CUT BACK OVERHANG AND INSTALL STRUCTUAL BUILDING SYSTEMS
COMPONENT SCREEN ROOM ON EXISTING PATIO FOOTPRINT.
ATTACHED TO EXISTING STRUCTURE, NO ELECTRIC, NO AIR
CONDITIONING" ALL ATTACHMENT PER MFG'S DETAIL SHEETS"
NO MODIFICATION TO EXISTING STRUCTURE,
STRUCTALL BUILDING SYSTEMS
MASTER FILE:
E
D UILD TO EXI S TING GRADE
SITE GRADING IS NOT INCLUDED
IN THIS CONTRACT
Any use or reuse by anyone without written verification fronlNOKM PORM CONMCMRS, INC, for the specifc purpose
intended will be at their risk and such tiff or person shall solely bear full legal responsibility• NI documents within these pages or pag,
shall remain the property of NORTH POINT& CONSTRUCTORS, INC., and may not be used by any person or firm for any other
7 Pj endeavor willlout wrihen consent of NOKfH POINTS CONSTRUCTORS, INC.
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Rev. I Date Issuo History
N.0�T'H P01N7'E
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C GC 037506
Oviedo
Carlos & Margarita Ramirez
149 Bristol Forest Trail
Sanford, Seminole Co., FL 33271-7996
On Eric Powell
Ck. EP
APT. EP
Wo 10126106
INSTALLATION
STRUCTUAL BUILDING
SYSTEM
Screen Room
A1.01
10
FILE: FLRMS&W
FILE: 114"=1'-0"
LAsrPLUC 11/14/06