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CAMPANILLA
ACRYLIC
ROOM
RENOVATION
EXISTING ROOF
STRUCTURE ON EXISTING
CONCRETE SLAB w/
THICKENED EDGE
—REMOVE EXISTING -
--- KICKPLATE-TO =PREPARE=" ""-'
FOR NEW DOOR,
COLUMN, SIDELITE_ &
KICKPLATE
REMOVE EXISTING
ACRYLIC WINDOWS
& SCREEN DOOR '
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REAR' REAR
REMOVE
EX. SCREEN
DOOR z 10',-67 Z
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REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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SIDE OF C&UNIN wl (4)
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RECEIVINGCHANNEL 27 Wi 114"x3"
CONCRETE SCREW EACH SIDE OF
'` o o COLUMN .
L—� - 2 410 SCREWS EACH
SIDE OF COLUAUI
ACRYLIC ROOM WALL
FOUNDATION ADICHORAGE DETAIL
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SCALE:
AS NOTED
DATE:
10/2212020
REVISED:
DRAWN BY:
KJS
CHECKED BY: JB
JOB No.
20-09-06
A-1
SHEET No.
1 OF 2
I
4'-0
(3
INTERLOCKING
TONGUE AND EXISTING ROOF ,33TRUCT E .3!
E <
GROOVE
FOANICORE FOAM CORE --— — — — — — — — — — — —
EXISTING ALUM.2x3 BEAM Z z Es S
.030 ALUM SHEET 0
BONDED TO FOAM'CORE Z21b DENSITY FOAM CORE c.q
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ALUM BONDED ROOF PANEL COLUMN(�)
la �u
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N.T.S. ACRYLIC WINDOW.
ATTACH PER PRODUCT 6
APPROVAL z
-.EXIST 6 SCOPE OF WORK:
z s
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1. REMOVE EX. ACRYLIC DOOR & ACRYLIC WINDOWS.
HOME:
2. INSTALL NEW ACRYLIC DOOR IN EX. WINDOW OPENING AS SHOWN ON
PLANS. INSTALL NEW SIDE LIGHT AND KICKPLATE IN REMAININd'OPENING.
,RECEIVING CHANNEL W/ 4 10 SMS,
3. INSTALL NEW SINGLE HUNG ACRYLIC WINDOW AND KICKPLATE IN EX. DOOR -2
MIN. 5 PER 4' PANEL, AROUND
OPENING AS SHOWN ON PLANS.
OPENING, INSID5ANIJ OUTSIDE
4. INSTALL NEW ACRYLIC HORIZONTAL ROLLERS IN EX. OPENINGS.
3" BONDED PANEL
RECEIVING CHANNEL Wi #10 sms;: *4
GENERAL NOTES: 0 cr) MIN. 5 PER 4' PANEL, AROUND I U)
z
OPENING, INSIDE'AND OUTSIPE.'...,
ATTACH CHANNEL- TO CONCRETE _J
1. ALL WORK TO BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE. a a �4
Wl 1/4"xl 3/4"TAPdONS 04 A.
2. ALL EXTRUDED ALUMINUM COMPONENTS SHALL BE 6063-T6 ALLOY.' 7 z
r
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2. WIND LOADS CALCULATED PER ASCE 7, BASED ON THE FOLLOWING: f M CL
a. WIND SPEED = 170 MPH, 3 SECOND GUST I = R F-WhL) 1�k b�
SEE SCREEN WALL
b. BUILDING CATEGORY I cSl
-0
EXISTING CONCRETE SLAB E COMPLIANCE '2�'r LU
FOUNDATION . - I . . I - - 1, --, L)
COD w
C. EXPOSURE C ANCHORAGE DETAIL w/ TH ICKETNED EDGE m
NTY. c4 6�
cou, >40., F-. , -,
d. _INTERNAL COEFFICIENT_=__tO-55_F_OR PARTIALLY -ENCLOSED--- ST. LUCIE -cy
3. ALL DIMENSIONS TO BE FIELD VERIFIED.
BOCQ.
4. THIS PLAN NOT VALID UNLESS SEALED BY THE ENGINEER'S EMBOSSED D SEAL. TYR- WALL SECTION X-A
5. ACRYLIC WINDOWS TO BE REMOVED WHEN WINDS EXPECTED TO EXCEED 75 MPH.
SCALE: 112". V-O"
EXISTING ROOF EXISTING ROO
F
STRUCTUR STRUCTURE
LT�
— --- ---------
w f
NEIN SINGLE w W7
NEW NEW 14 HUNG NEW HORIZONTAL NEW HORIZONTAL -11 NEW HORIZONTAL 1 112SH w NEW HORIZONTAL r NEW HORIZONTAL <WE
HORIZONTAL HORIZONTAL 14 SLIDER >--' M& 9 't
r L4 ACRYLIC SLIDER SLIDER ACRYLIC I ACRYLIC - >'- SLIDER ACRYLIC
EXISTING ROOF/�
STRUCTURE
U E
rl r N INGLIE
pi 8 < •A
14 HUNG
4 ACRYLIC
IfL4 R
SUDERAC S L4 SLIDER ACRYLIC
ACRYLIC LIDER ACRYLIC A 7; 2
r L4 WINDOW. ATTACH WINDOW. ATTACH IN WINDOW. ATTACH 22
L4 INDOW. EXISTING WINDOW. ATTACH WINDOW. ATTACH y = :9
IMOOKATTACH r WINDOW. ATTACH EXISTING < -� H - I z
r ATTACH CBS CBS PERPRODUCt - PER PRODUCT PER PRODUCT L P,
PERPRODUCT PER PRODUCT �: a ll, PER PRODUCT PER PRODUCT
r uj APPROVAL V, I I a
—al PER PRODUCT HOME HOME APPROVAL. APPROVAL APPROVAL r. APPROVAL Y'
APPROVAL APPROVAL 1 4
L 41 1 11 1 IL APPROVAL rrrmi I 1 11 1 1
; Z P7
lo�� I W'-� SCALE: AS NOTED
EX BONDED M/-. EX. BON ED h EX. BOI__ MA. MuNul
.BONDED 'EX. BONDED "I — PANEL EL__ r- Li
01 PANEL PANE PANEL PANEL DATE: 10/22/2020
PANEL ol PANEL CL
oe REVISED:
LEXISTING CONCRETE EXISTING CONCRETE DRAWN BY: KJS
SLAB w/ THICKENED EDGE SLAB wl THICKENED EDGE CHECKED BY: JB
REAR ELEVATION RIGHT ELEVATION JOB No. 20-09-06
SCALE: 1/4" = V-13" SCALE: 1/4" = V-0" A 2
SHEET No. 2 OF2