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DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
WALL AND CEILING FINISHES SMALL, HAVE A FLAME SPREAD CLASSIFICATION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450,
FOAM BLOCK INSULATION SHA:U HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVA
GLASS
ATTACHMENT METHOD
PRESSURES
DESIGN
L#
TYPE
(WORST CASE)
PRESSURES
ROOF
ZONE 1-".4
N/A
BORAL
BARCELONA 900
FL#
N/A
2 #8 SCREWS & (1) 54 GRAM PADDY ADHESIVE ZONE 3 AND ZONES
ZONE 2 -54.4
7849.2
1 & 2 (1) 54 GRAM PADDY ADHESIVE ICP ADHESIVES POLYSET AH-
ZONE 3 -58.6
160
UNDERLAYMENT
ZONE 1-46.4
N/A
POLYGLASS USA
UNDERFLAYMENT
NOA#
_
N/A
_
MECHANICALLY ATTACHED WITH NAILS AND TIN CAPS SPACED 6"
ZONE 2 -54.4
17-0614.22
O.C. AT THE 4" LAPS & 6" O.C. IN THREE EQUALLY SPACED ROWS IN
ZONE 3 -58.6
THE CENTER OF THE SHEET (SELF -ADHERED)
WINDOWS
ZONE 4 -28.7
-55
MI WINDOWS AND
185 SH
FI#
IMPACT
3/16" ITW @ 13-1/2" MAX. O.C., WITH 2" MAX. FROM EACH
ZONE 5-34.5
DOORS
17499.1
CORNER: WITH 1-1/4" MINIMUM EMBEDMENT AND W EDGE
DISTANCE
PICTURE WINDOW
ZONE 4 -28.7
-55
MI WINDOWS AND
185 PW
FL#
IMPACT
3/16" ITW @ 13-1/2" MAX. O.C., WITH 2" MAX. FROM EACH CORNE
ZONE 5-34.5
DOORS
28497.2
WITH 1-1/4" MINIMUM EMBEDMENT AND W EDGE DISTANCE
DOORS
ZONE 4 -28.7
-75
PLASTPRO
SERIES O
FL#
IMPACT
Y<" TAPCON @ 14" MAX O.C., 6" TYPE FROM EACH CORNER: WITH
(ENTRY)
ZONE 5-34.5
FIBERGLASS
15210.2
1-1/4" MINIMUM EMBEDMENT & 2-1/2" EDGE DISTANCE
MULLION
ZONE 4 -28.7
-130
MI WINDOWS AND
CM-1831
FL#
IMPACT
%" TAPCONS @ WITH 1-1/4" MIN. EMBEDMENT AND 2-1/2-
ZONE 5-34.5
DOORS
15353.9
DISTANCE TO EDGE
GARAGE DOOR
-26
-44
DAB DOOR
824 STEEL
NOA#
IMPACT
5/16 X 1-5/8" LAG SCREWS 3 PER BRACKET @ 12" O.C. WITH 1-1/4"
COMPANY, INC.
SECTIONAL
20-0901.25
MINIMUM EMBEDMENT
SLIDING GLASS
ZONE 4 -28.7
-48.5
MI WINDOWS AND
SERIES
FL#
IMPACT
3/16" TAPCONS @ 17" O.C., WITH 1-1-1/4" MIN. EMBEDMENTAND
DOOR
ZONE 5-34.5
DOORS
120/130/140
28297.6
1/Z" DISTANCE TO EDGE
DOORS
ZONE 4 -28.7
-75
PIASTPRO
SERIES O
FL#
IMPACT
%" TAPCON @ 14" MAX O.C., 6" TYPE FROM EACH CORNER: WITH
ZONE 5-34.5
FIBERGLASS
15210.2
1-1/4" MINIMUM EMBEDMENT & 2-1/2" EDGE DISTANCE
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESC PRODUCTS
AND METHODS OF ATTACHMENTARE BASED €NTMELY UPt7PN TEST DATA PR ODFD BY THE PMA .UMCTURER, WHICH CARR?ES ITS Ot',,IPN Ei46i ,NEFR'S CERTIFICADON AN&'IMPLIES NO
WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS.
DRYWALL AND ff"M; ATTACHMENT
F.T. I X 2 FURRING @ 16" O.C. FASTENED WITH I '/2" CASE HARD NAILS @ 8" O.C.
t/2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS rr 8" O.C.
PERIMETER AND 12" O.C. FIELD.
5118 DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
DOOR AND WINDOW SUCK FASTENING
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS.
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH %" X 3-1W TAPCONS AT 12" O.C. WITH DOORS
AND WINDOWS FASTENED WITH 410 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF FRAME PER 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS.
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TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
__
ICLIMAI�NESTRA710N
___
_
GLAZED
_
CEILING
WOOD
�..
MA55
--•-----
FLOOR
BASEMENIT
--
SLABa
CRAWL I
SPACEc
SKYL.IGHTt'
FENESTRATION
FRAME WALL
WALL
WALL
R-VALUE
ZONE
u-FACTORI'
u•FP.C70R
SHGC" "
R-VALUE
R-VALUE
R-VALUE'
R-VALUE
R-VALUE
& DEPTH
WALL
R•VALUEI
I 1
NR
075
0 25
30
13
T4
13
0
0
11) i
3
1 0 35
0 5,`,
0 25
{ 38
20 or 13 5h
8.1 ;
4 except
Petanne
0 35
0 55
0 40
19
20 or 13^ 5`
_ -
g t.3
19
tt)%'+:!
10. 2 h
10 13
5 and
_
032
055
NR�
49
20 or 13 >''
3= i 7
;tC,)9
15' 19
2 2 815
13
htanne 4
6
032
0 5.5
7-
NR
49
205 or 1 n� 10
15 2f1
30
15 1 y
10, 4 n
1
7 and 8
..-__0 2-
1
I NR
�122
'o
10 .t fl
_ `�
,4
REMOVE AND REPLACE ALL EXTERIOR WINDOWS AND DOORS PER PLAN AND PRODUCT
REVIEW.
REMOVE AND REPLACE ALL DRYWALL,
REMOVE AND REPLACE HVAC SYSTEMS AND DUCT WORK.
REMOVE AND REPLACE ALL ELECTRICAL.
REMOVE AND REPLACE ALL PLUMBING FIXTURES.
REMOVE AND REPLACE PLUMBING VALVES AND MIXING VALVES.
REMOVE FIREPLACES AND CHIMNEYS.
REMOVE AND REPLACE DAMAGED ROOF SHEATHING AND PATCH CHIMNEY HOLES WITH 5/8"
CDX PLYWOOD NAILED PER ROOF NAILING ZONE DETAIL.
REMOVE AND REPLACE ROOFING PER PRODUCT REVIEW.
FILL IN SUNKEN FLOORS AND EXTEND PLUMBING AS NEEDED.
REMOVE AND REPLACE ALL CABINETS AND VANITIES.
PROVIDE CORE FILL 500 INSULATION IN EXTERIOR BLOCK WALLS.
PROVIDE R-20 SPRAY INSULATION TO UNDERSIDE OF ROOF DECK.
INSTALL'/2" CEILING DENSITY DRYWALL ON ALL CEILINGS.
INSTALL Y2" DRYWALL ON WALLS. (BATHROOMS TO BE MOISTURE RESISTANT IjRYWALL)
INSTALL TILE ON Yz" DUROCK AT TUB /SHOWER WALLS OVER .06" VAPOR BARRIER.
INSTALL NEW GAS TANKLESS WATER HEATER TIED TO EXISTING WATER SUPPLY AND GAS LINES.
V; \. ?
ROOF SHEATHING NAILUNG ZONE INFQ.
ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O,C PERIMETER & 6" O.C. FIELD,
ZONE P2 4� X LENGTH VV/8d RING SHANK @ 4" O.0 PERII`4ETER & 6" O.C. FIELD,
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD -
NOTES:
19/32" COX PLYWOOD SHEATHING
25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30## FELT COMPLYING W/ ASTM-D,226.
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2020 FLORIDA BUILDING CODE
BUILDINGSEXISTING
LEVEL 11 ALTERATIONS
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Certifig tIon for Design Load Compliance
I. DESIGN CODE: Florida r" °PH code 2020 Edition w/20_ supplements using ASCE 7-16
2. Structure Design is: 3C Enclosed - Partially Enclosed Open Suilding
3. Risk Category: _I � 11 _ III _IV Exposure Category: K B ,_C D Adjustment coefficient _t r Q
4. Design lend VelocityMOO mph ASO _,_,_ LRFD End Zone Width ° ft.
5, Mean Roof Height: '�0 ft. Roof Pitch: C 1712 Parapet it.
r
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. as 3 'MRH (worst case)
Zone 1:- -Zone 2:- _ Zone 3:- Zone 4:-2=3 Zone 5:-3q.� Garage: Zq
7. Design Loads: Floor: ?5 PSF Roof/Dead: 15- PSF Roof/Live 34 PSF Balcony: _PSF
Dock: _,,,,,,,,PSF Deck: - PSF Stairs: PSF Fence: - - PSF Railing: PSF
8, Were Shear Wails Considered for Structure? Yes -Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? Yes _ Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
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WALL LEGEND
IC � EXISITNG WALLS TO REMAIN
EXISTING WALLS TO BE REMOVED
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
MLLO �:
RENOVATION
FLORIDA
I
CLIENT
I CONSULTANTS
REGISTRATION
NO. DATE REVISION
KEY PLAN
C?)
(90
G� Go
SHEET TITLE / SHEET NUMBER
Go
HBOEiV AEI „':
qs
AUG `' T
St. Lucie County
Permitting
PROJECT NUMBER
DATE