HomeMy WebLinkAboutBuilding PlansCAMPANILLA
4'-8" 4'-8-
ACRYLIC ACRYLIC
WINDOW WINDOW
SITE PLAN / FRAMING PLAN
SCALE: 1 /4" '= 1'—O" .
4'-0
INTERLOCKING
TONGUE AND -
GROOVE
FOAM CORE FOAM CORE
.030 ALUM SHEET _
BONDED TO FOAM CORE /21b DENSITY FOAM CORE
19 ALUM BONDED ROOF PANEL
2"
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0.045 _L uIll ,
I 3" I
RECEIVING
27 CHANNEL
N.T.S.
Z"x3" COLUMN
Vx2"x.125" ANGLE ONE
SIDE OF COLUMN w/ (4)
#10 SCREWS TO COLUMN2-7 RECEIVING CHANNEL W/ U4"x3"
fCONCRETE SCREW EACH SIDE OF
O o COLUMN
2 910 SCREWS EACH
SIDE OF COLUMN
ACRYLIC ROOM WALL
FOUNDATION ANCHORAGE DETAIL
N.T.S.
SCOPE OF WORK:
INSTALL ACRYLIC ROOM IN EXISTING SCREEN ROOM AREA ON EXISTING
CONCRETE SLAB w/ THICKENED EDGE & UNDER EXISTING ROOF SYSTEM.
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GENERAL NOTES:
1. ALL WORK TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE.
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2. ALL EXTRUDED ALUMINUM COMPONENTS SHALL BE 6063-T6 ALLOY.
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2. WIND LOADS CALCULATED PER ASCE 7, BASED ON THE FOLLOWING:
WIND SPEED = MPH, 3 SECOND GUST
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a. 170
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b. BUILDING CATEGORY I
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c. EXPOSURE = C
SCALE: AS NOTED
d. INTERNAL PRESSURE COEFFICIENT = t0.55 FOR PARTIALLY ENCLOSED
3. ALL DIMENSIONS TO BE FIELD VERIFIED.
4. THIS PLAN NOT VALID UNLESS SEALED BY THE ENGINEER'S EMBOSSED SEAL.
DATE: 10/21/2020
REVISED:
5. ACRYLIC WINDOWS TO BE REMOVED WHEN WINDS EXPECTED TO EXCEED 75 MPH.
. REVIEWED FOR
DRAWN BY:
KJS
CHECKED BY:
JB
CODE COMPLIANCE
ST. L U C I E COUNTY
JOB No. 20-09-06
BOCC
A
- 1
SHEET No. l
OF 2
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SCALE: 1/2" = 1'-O"
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Id `� r SCALE: AS NOTED
— - _ _ -- DATE: l _I/202
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- REVIEWED FOR CHECKED
BY: KJS
EXISTING CONCRETE
RIGHT ELEVATION SLAB w/ THICKENED EDGE CODE COMPLIANCE CHECKED BY: TB
�Y� JOB No. 20-09-06
SCALE: 1/4" = 1'-0" ST. LUCIE COUNTY
BOCC A — 2
SHEET No. 2 OF 2