HomeMy WebLinkAboutBuilding PlansADDRESS: 210 W. ARBOR AVENUE.
Port St. Lucie FL. 34952
RESIDENTIAL SINGLE FAMILY
LEGALIZE CONVERT GARAGE TO PLAY ROOM
AND ENCLOSURE SCREEN PATIO
RESIDENTIAL OCCUPANCY. EXISTING
SINGLE HOME
TYPE IV. CONSTRUCTION - UNPROTECTED
CODE IN EFFECT FBC.-2017 6TH EDITION EXISTIN
ALTERATION LEVEL II CONVERT GARAGE
AND ENCLOSURE SCREEN PATIO
UL FIRE RESISTANCE DIRECTORY:
1
A. FILLS, VOIDS OR CAVITY MATERIALS (XHHW)
B. FIRESTOP DEVICES (XHJI)
4
UL1479
2
UL2079 1
5 ju
2 3
O
5 3
2
1. PRE -RATED GYPSUM WALLBOARD/STUD WALLASSEMBLY
3
2. PLASTIC PIPE - NOW. 4"0 (OR SMALLER) SCH.40 PVC PIPE FOR USE INCLOSED OR
'
OPEN PIPING SYSTEMS. SEE TABLE BELOW FOR REQUIRED ANNULAR SPACE.
1. PRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY
3. TREMSTOP WS- INTUMESCENT WRAP STRIP, CONTINUOUSLY WRAPPED AROUND
OUTER CIRCUMFERENCE OF THE PIPE. SEE TABLE BELOW FOR MIN. WRAPS
2. METALLIC PIPE:
A) STEEL PIPE - 12" 0 (OR SMALLER) SCH. 10 (OR HEAVIER) STEEL PIPE.
REQUIRED. PIPE DIAM. ANG. SPACE * OF WRAPS
B) IRON PIPE -12-0 (OR SMALLER) CAST OR DUCTILE IRON PIPE.
2 3116 3
C)COPPER TUBING -4.0(OR SMALLER) TYPE L(OR HEAVIER) COPPER TUBING.
3 1/8 4
D) COPPER PIPE -40 (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
4 1/8 6
E) CONDUIT -4"0 (OR SMALLER) EMT OR 6" 0 (OR SMALLER) STEEL CONDUIT.
4, TREMSTOP MCR - PREFABRICATED STEEL COLLAR WRAPPED OVER THE WRAP
THE ANNULAR SPACE SHALL BE MIN. 0" TO MAX 1" WITHIN THE FIRESTOP SYSTEM.
STRIPS (ITEM 3) AND MECHANICALLY FASTENED TO BOTH SIDES OF WALL
ASSEMBLY.
3. TREMST OPIA- MIN''A"THICKNESS OFSEALANTAPPLIED WITHIN OPENING. MIN
3/8"CANT BEAD OF SEALANT TO BE APPLIED ATAREAS OF POINT CONTACT.
5. TREMSTOP 1A OR TREMSTOP ACRYLIC (OPTIONAL) -MIN '''A"BEAD OF SEALANT
APPLIED AT THE WALLBOARD/DEVICE AND DEVICE/PIPE INTERFACES.
NOTE: TREMSTOP D CAN BE USED IN PLACE OF TREMSTOP WS AND TREMSTOP
MCR.
SCOPE OF WORK:LEGALIZE AFTER THE FACT
1T> CONVERT GARAGE TO PLAY ROOM
NEW 4" PARTITION WALL,BEHIND
EXTERIOR GARAGE DOOR TO REMAIN
NEW BATHROOM
®NEW MINI SPLIT ON PLAY ROOM
LEGEND:
EXISTING CBS WALL TO REMAIN
�2 NEW 4" PARTITION WALL ON EXIST
GARAGE TO CONVERT.
lot #16
block #4
NEC 2014
6 Th. .Edition Of The Florida
Fire 1
& 101
"TREMCO" MODEL: TREMSTOP IA FOR 1 OR 2 'TREMCO" MODEL: TREMSTOP D FOR 2 HOUR
HOUR FIRE RATED PENETRATION FOR FIRE RATED PENETRATION FOR SINGLE
SINGLE METALLIC PIPE THRU GYPSUM WALL PLASTIC PIPE THRU GYPSUM WALL
FIRE STOPPING DETAIL \
N.T.S.
AS PER SECTION 714 F.B.0 BUILDING 2017 6TH EDITION PENETRATIONS
714.3.1Through penetrations.
Through penetrations of fire -resistance -rated walls shall comply with Section 714.3.1.1 or 714.3.1.2.
Exception: Where the penetrating items are steel, ferrous or copper pipes, tubes or conduits,
the annular space between the penetrating item and the fire -resistance -rated wall is permitted to be protected by either of the following measures:
1.In concrete or masonry walls where the penetrating item is a maximum 6-inch (152 mm) nominal diameter and the area of the opening through
the wall does not exceed 144 square inches (0.0929 m2), concrete, grout or mortar is permitted where installed the full thickness of the wall or the
thickness required to maintain the fire -resistance rating.
2.The material used to fill the annular space shall prevent the passage of flame and hot gases sufficient to ignite cotton waste when subjected
to ASTM E119 or UL 263 time -temperature fire conditions under a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water at the
location of the penetration for the time period equivalent to the fire -resistance rating of the construction penetrated.
3/4" MIN. GAP BETWEEN
FRAME &TRUSS.
INTERMEDIATE 3 5/8" FIRESTOP
MTL STUDS ®8 -0 MAX.
(HORIZONTAL SPACING)
3 5/8" MTL. ST. FRAME (GA 20)
PARTITION 16" a/c W/
1/2" GYPSUM BOARD EACH SIDE
W/ TYPE "S" DRYWALL SCREW
8" O.C. ® PERIM. 12" ® FIELD
2"X4" WD. BLOCKING
FOR REINFORCEMENT TO SUPPORT
PLUMBING FIXT. (SEE DETAIL A)
3 5/8" METAL TRACK (GA 20)
FASTENED TO FLOOR
16' O/C WITH 12 x 3" TAPCONS.
SCREWS OR W/POWER DRIVEN
PINS 1 1/4" L.
NEW F.F
NEW SUB -FLOORING.
2211.4 Structural wall stud design.
Structural wall studs shall be designed
in accordance with either AISI S211 or AISI S100.
CONT. 3 5/8" METAL STUD
MIN. GAGE 20
2x6 BACKING ® TOP
OF WALL CABINET.
WALL CABINET.
INTERMEDIATE 3 5/8"
FIRESTOP (MTL. STUDS)
8'-0" O.C. MAX.
(HORIZONTAL) SPACING
2x4 WD. BACKING
BOTTOM OF WALL
CABINET AND 0 WALL
HUNG PLUMB. FIXTURES.
CONT. 3 5/8" METAL STUD
MIN. GAGE 20
(1) STUDS IN BEARING WALLS, EXTERIOR WALLS & NON
BEARING PARTITIONS SUPPORTING WALL HUNG PLUMBING
FIXTURES & WALL CABINETS SHALL BE NOT LESS THAN
2"x4" WOOD, WHERE SPACED NOT MORE THAN 16" O.C.:
OR, NOT LESS THAN 2"x6" WOOD, WHERE SPACED NOT
MORE THAN 24" O.C.
(2) A MIN. 2x4 HORIZ. WD. MEMBER, SECURELY
FASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL
BE INSTALLED FOR THE ATTACHMENT OF EA. WALL
HUNG PLUMBING FIXTURE & WALL CABINET.
DETAIL NEW PARTITION
SCALE - N.T.S.
R302.11.1 Fire blocking materials.
Except as provided in Section R302.11, Item 4, fire blocking shall consist
of the following materials.
1. Two-inch (51 mm) nominal lumber.
2. Two thick nesses of 1-inch (25.4 mm) nominal lumber with broken lap joints.
3. One thickness of 23/32-inch (18.3 mm) wood structural panels with joints
backed by 23/32-1inch (18.3 mm) wood structural panels.
4. One thickness of 3/4-inch (19.1 mm) particle board with joints backed
by 3/4-inch (19.1 mm) particle board.
5. One -half -inch (12.7 mm) gypsum board.
6. One -quarter -inch (6.4 mm) cement -based millboard.
7. Batts or blankets of mineral wool or glass fiber or other approved
materials installed in such a manner as to be securely retained in place.
8. Cellulose insulation installed as tested for the specific application.
AS PER FBC ENERGY CONSERVATION
CODE 2017 6th Eddition
ENERGY EFFICIENCY; THE PROVISIONS OF THE FLORIDA BUILDING CODE ,ENERGY
CONSERVATION SHALL GOVERN THE ENERGY EFFICIENCY OF RESIDENTIAL
CONSTRUCTION
EXISTING BUILDINGS
EXISTING BUILDING SHALL MEET THE CRITERIA IN TABLE 101.4.1.AS APPROPRIATE TO
THE CONDITION DESCRIBED.
MINIMUM CODE ENVELOPE EQUIPMENT AND LIGHTING EFFICIENCY LEVELS SHALL BE MET
FOR COMPONENTS BEING CHARGED.
ENVELOPE : SECTION R-402 BUILDING THERMAL ENVELOPE
R 402.1 GENERAL (PRESCRIPTIVE)
R 402.1.1 COMPONENT CRITERIA:THE BUILDING THERMAL ENVELOPE AND AIR
DISTRIBUTION SYSTEM SHALL MET THE REQ.OF TABLE R-402.1.1 R.VALUE.
SECTIONR403
SYSTEMS
R403.1 Controls.
R403.1.1Thermostat provision (Mandatory).
At least one thermostat shall be provided for each separate heating and cooling
system.
R403.1.2Progrommoble thermostat (Prescriptive).
The thermostat controlling the primary heating or cooling system of the dwelling unit
shalt be capable of controlling the heating and cooling system on a daily schedule
to maintain different temperature set points at different times of the day. This
thermostat shall include the capability to set back or temporarily operate the
system to maintain zone temperatures down to 557 (13'C) or up to 857 (29'C).
The thermostat shall initially be programmed by the manufacturer with a heating
temperature set point no higher than 70'F (21'C) and a cooling temperature set
point no lower than 787 (26'C).
R403.1.31-leat pump supplementary heat (Mandatory).
Heat pumps having supplementary electric -resistance heat shall have controls that,
except during defrost, prevent supplemental heat operation when the heat pump
compressor can meet the heating load.
SECTION R404
ELECTRICAL POWER AND LIGHTING SYSTEMS
R404.1Lighting equipment (Mandatory).
Not less than 75 percent of the lamps in permanently installed lighting fixtures shall
be high -efficacy lamps or not less than 75 percent of the permanently installed
lighting fixtures shall contain only high -efficacy lamps.
Exception: Low -voltage lighting.
R404.1.1Lighting equipment (Mandatory).
CLASSIFICATION OF WORK:
SECTION 504
ALTERATION --LEVEL 2
504.1 Scope.
Level 2 alterations include the reconfiguration of space,
the addition or elimination of any door or window, the
reccnfiguration or extension of any system, or the installation
of any additional equipment.
504.2Application.
Level 2 alterations shall comply with the provisions
of Chapter 7 for Level 1
alterations as well as the provisions of Chapter 8.
lot #15 \
block #4
/ lot#1a
block #4
CHAPTER 4
FIXTURES, FAUCETS AND FIXTURE FITTINGS
SECTION401
GENERAL
401.1 Scope.
This chapter shall govern the materials, design and installation of plumbing fixtures,
faucets and fixture fittings in accordance with the type of occupancy, and shall provi e
for the minimum number of fixtures for various types of occupancies.
401.2Prohibited fixtures and connection
The maximum water flow rates and flush volume for plumbing fixtures and
fixture fittings shall comply with Section 604.4.
SECTION402
FIXTURE MATERIALS
402.10uolity of fixtures.
Plumbing fixtures shall be constructed of approved materials, with smooth,
impervious surfaces, free from defects and concealed fouling surfaces,
and shall conform to standards cited in this code. All porcelain enameled surfaces
on plumbing fixtures shall be acid resistant.
SECTION405
INSTALLATION OF FIXTURES
405.1Water supply protection.
he supply lines and fittings for every plumbing fixture shall be installed
so as to prevent backflow.
405.2Access for cleaning.
Plumbing fixtures shall be installed so as to afford easy access for cleaning
both the fixture and the area around the fixture.
LEGALIZE AR
FINISH NOTES
ALL INTERIOR PARTITIONS SHALL BE 1/2" GYPSUM WALL
BOARD BOTH SIDES OF 3 5/8" METAL STUDS AT 16" O.C.
UNLESS OTHERWISE INDICATED. EXPOSED SURFACES
SHALL BE TAPED, FINISHED AND PAINTED.
FLOORS TILE OR PORCELAIN
WILL BE INSTALL PORCELAIN OR TILE ON BATH
CEILING TO BE PAINT
ALL WALLS TO BE PAINT.
NOTE:
803.1 GENERAL.
INTERIOR WALL AND CEILING FINISHES
SHALL BE CLASSIFIED
IN ACCORDANCE WITH ASTM E 84. SUCH
INTERIOR FINISH
MATERIALS SHALL BE GROUPED IN THE
FOLLOWING CLASSES
IN ACCORDANCE WITH THEIR FLAME SPREAD AND
SMOKE -DEVELOPED INDEX.
CLASS A:
FLAME SPREAD INDEX 0-25; SMOKE -DEVELOPED
INDEX 0-450.
CLASS B:
FLAME SPREAD INDEX 26-75; SMOKE -DEVELOPED
INDEX 0-450,
CLASS C:
FLAME SPREAD INDEX 76-200; SMOKE -DEVELOPED
INDEX 0-450.
EXCEPTION: MATERIALS, OTHER THAN TEXTILES,
TESTED IN
ACCORDANCE WITH SECTION 803.2.
ELEV.+O'-0'
F.F.E.
#210
EXISTING ONE
STORY
SINGLE FAMILY
CBS RESIDENCE
lot #9
block #4
F.I.P. 1/2"
lot #8 \
block #4
F.I.P. 1
IRON ROD
-TIN" SITE PLAN EXISCALE: 1/8 1,
LIGHT. SMOKE DETECTOR
SD
SWITCH LINE SIDE
OF SWITCH
SWITCH LEG.
PHASE CONDUCTOR
SMOKE DETECTOR SHALL BE HARDWIRED (120 VOLT TYPE) TO A
NON-SWITCHABLE KITCHEN LIGHTING CIRCUIT, WITH BATTERY BACK-UP AND
SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT
INTERRUPTER.
ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED.
SMOKE DETECTORS SHALL BE 3 FT. MINIMUM FROM A/C VENTS AS PER NFPA 72
2-5.2.1.7 NFPA 72 2-5.2.1.7
smoke alarms are in compliance with NFPA 101,
chapter 31.3.4.5 smoke alarms Smoke alarms
should be 120 v with battery back-up and
interconnected.
Install according to manufacture spec sheets
for smoke alarms.
UL listing for residential use.
\
CODE IN EFFECT:
2017 Florida Building Code
6th EDITION EXISTING
� DRAFTM
ADRIANA GARCES
magarces09@comeast.net
305-9928134
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Revisions:
SHEET NO.
A I
OF:
DATE 05/01/19
SCALE SHOWN
JOB NO.
SEAL:
,�
VICTOR H NANDEZ
PE-72J87
I , I
A, Assembling the Front Wall..
When designing youirencloswethe height of the front wall
must be less than the that of the back wall Wallow for thf'slope'of
the roof. Allow 112" per foot for the'slOPe'Of the f oot, this will
determine the hoiig lit of the front wall,
After measuring the width of your front wall, determine the
nvmber*f 2'x 3"framework needed for the upright post based on
a maximum of 5'between post Also needed
is a J'x 20framework for the base and a Z'x 3' 1110 !'ov
vW4
framework for the header Ad Vtoo the Ionqthref
the headet to allow for a 6"'overhang on either
end of the cot ne( post.
Lay the framework pieces on the ground to assemble,
making sure' the spline grocives fare outward, At the intersections
of the upright post and the base framework, secure an angle anchor
through the Vx 2" framework and into the foundation with the 1/4'*
x 2 1/4quickset anchors, Then,attach the angle anchor to the
upright post using the *8 x 9,116'self-drilling screws. Using the
Capri clips and the #8 x 9/1(>0s,-If-,drJlfinq screws, secure the 2'x 3'
header and the 2'x Yu right post at the abutting angles.
Secure the wall to the foundation with the I W x 2 114'quickset
anchors 6'from each vertical post then emery 24'
V
MM
1111 jp��
To include a kickplate, attach a 2 ** x 20tail 17" frorn I
foundation using a castleclip, secure to the ?.'x I't
four #8 x 9/16'self-drilling screws,
See section "G`for Kickplate Coil installation.
E. Rcc-f Assembly-.
B. Assembling & Connecting the Side Walls:
Based on your earlier citterryline the nw."bet Of 2' X 2"framework_
needed for the center uI>tVqht Post 154W?d On a ft"Ximum of 5betweeo post and a 24x 2'
framework for the header, Afw netijed are I "" x 2* frameworks for the base, front and back
support post
Remember, since the height of the front and hack walls, allows for the 'stcipe'of the
roof, the side walls should at a slight angle to allow for thts'slppe'To ensure the proper
angle on the uprights, attach the Vx 2frairriework for the back wall and front wall to the V
x 2'framework baw Now cut the x 2'tWader to ft t between the house and front wall.
Using the 2' x 2" header AN, a guide, pla< e the 2"' x VuPri9ht POs,t and scribe All uptight 10
match this slope`
Alwap rnake $err e ttie 1plirie qrQoNtes far e outward before assemble,
CONNECTING THE WALLS TO THE HOA)SE,
for masonry waft A, pre-4drAI witha V16* drA bt4t tbrough the I 'X 2'
7 Then %<ure the hamework to
frarnework and into the house evwy 24,
the house with the 114' x 2 1 J4�qutckwt Anchors.,
For wood walls, pre -drill with a 5164"idirill bit through the I 'x 2*
ork
framework and into the houseevefy 24* Then secuame, re the frig w to
the house with the #10 x hex head screws
At the intersections of the upright post and the base ftanrievvoirk, secure anangle
anchor through the !'x 4 -1 - fram ewcwk and - into the foundation wrIh the 1JA* x 2 1W
,
quickset anchors. Then, attach the angle anchor to I "x 2" fruit[ upright post using the
klOx2'sheet meta! screws and the back upright post with the *RX9116'self-drithng
2'x Z center up jht post using the #8 x 9"16'
_vcrews. Attach the angle. anchor to the.
self -drilling screw 5,
Using the calpri Clips and the 98 X 9116'
W-drilling screws, secure the 2'x 2' 6,
Meader and the upright post at thire,
7,7
abuttinq anvil 3::
Secure t he Wall to the fbiUndal!400 y
with the I x4'x 2 1 FA'quickset anchors
O'from each vertical post then every 24'
MWrr
sivnies to Y'Wr""1'_4W_0T4kP*411
a local contractor. Pot aluairium roof refer to the following forgenerall instaxtims.
0 04 41
$4
. . . . ..... . .
3
fxY
RoofPanel
3""RsSc-r Pa Pi - S R �b
Roof Members:
__.' .................................................
[:,'Header Protector Panel
Valance
3 " Rise rflanel / 5 Rib
Lj Assembling Wall with!,
Place two 2" x 2' vertical posts. an either side of a 3'x 6'8* door opening and ors e 2' x 2-
h. on?,omtal frarnev*qXk *VV: 0* door, If the door is to be used on the side wall the vertical
uprights should be cut at a silght. angle to match the'�$IC)Pe:
At I- the intersection-, of the upright post and the base framework, secure an angle,
anchor through the I "x 2'frame wotk and into the foundaticin wtth The 114' x 2 1 W
quickset anchors. Attach the arigle arich<ir to the 2'x 2* upright Post using the #8 x
self -drilling screws. Using a Castli? OP and the #8 x 9JI 6"self-drilling screws, wcure the ,2" x
2 , header and the upright post.
To secure the 2x 2'horlzorital framework over the door attach the Capri Clips to the
bottom of the framework with the #8 x 9!" 6' self -drilling screws to the upright pmt at the
abutting angles
Attach the door as dif (ted by the door manufacturer,
Optional Roofing Assembly:
3'Extruded Wall Header
3'Riser Panel
M
Roll Forin Gutter
Now you'll attach the Gutter and or Roll Form Valance if needed. drew in gutter using
a $8 314'Hex head screws, 3 per panel and screw through the lip of the gutter- Attach the
gutter brace straps every four panels and caulk over $crews, oMe finish ed.Valance,caps end
of gutter. Anached valance throught lip sick of rod- Pam, els- Caulk where the gutter and
valance meet.
EXISTING INSTALLATION DET.
Design and Dimension:
The Screened Room Enclosure is designed to be constructed
on an existing deck or concrete slab. For plarning Purposes,
+heedgy' flfitheoutside should be 1 1/2" inside the
o lui ter ed:g c cl) f yo u r oc-, ",_ K' o r Qs! (See illustration below.)
Measure perimeter of thti concrete slat or deck to
deter ° i r-: lie dimensions of the front a n rd two s i de vva I I s,
roof drair�-q nialke sure the frontwaH is
ion
I o we r than b air'kl w a 11. A --s "'l,' is to a I I ow for 1/ 2""
HL L
n f -s �,�Jlll a' -)wyou to determine
slip e p e r t C" t o r� h c", n.) , , 1 - �,_ W f
the height of - K
�1 J and bad wa H.
1>
LEGALIZF- AREA► #2-
I>
9'---4 171e
7'-7"
CIL
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A/C
Minis
LEGALIZE 4"WALLS 'N_�
C'�
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AND BATH ON
GARAGE
204
A/Co
2'-3"
r/
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CAN AKI M) nC-
EXISTLAUNDRY
10
11
U,
F Installing the Screen -
The spline grooves in the framework are designed
to accept .310 flat spline. Place the screen over
Spline
the framework and insert spline into groove with
hand to get started, ensuring flat side of spline is
against the framework. Then, using Rollerknife
screening tool or any heavy duty screen tool, roll
screen into groove using back and forth motion.
0
Start with top horizontal, and then roll the sides Screen
and finally the bottom horizontal. Use a sharp
utility knife to cut excess screen by running blade
along inside of groove on the opposite side of the
screen opening.
-Ffrr!
G. Attachii-ig lickp'ate Coil:
(optional) Kick Plate
ate
Kick plate
Cut and slip the kickplate channel over the ends of the
one
I
(top, bottom and sides).
Using #8 x 9/16"self-drilling screws, screw through the
"x
kickplate channel into the 1 2"floor framework and the2"
47—
x 2" kickplate rail. Place screws every 6".
Installation Fasten'c',,'.,
Concrete Anchor -1 /4" x 2 1/4"
Holds all 1"x 2" framework to foundation and walls.
10_111 --------
Sheet Metal Screw - #10 x 2" & #10 x 3"
Used to attach the 1" x 2" framework to 2" x 3" post.
Self -Drilling Screw - #8 x 9/16'& #10 x 3/4"
Used to attach all clips and framework bracing.
Hex Head Aluminum Screw- #8 x 3/4"
Used to fasten roof panels to supporting wall.
1
E L E V. + 0 —0'
#210
EXISTING ONE
STORY
SINGLE FAMILY CBS
RESIDENCE
44'-0 1/2"
1-14
EXISTING 4" CONIC. SLAB
EXISTING SCREEN ENCLOSURE AREA
TO BE LEGALIZE 528 SQ.FT
I
L
Clips & Connectors:
C) v e r, I D e s n:
0 :0 Capri Clip
Connects side framewol'K
to top framework.
601
Connects base and
side frarnework, 2vx3"
Door Frame
castle Clip
i 0 Connects 2" x 2" rail to
(D lr,ical frarnework.
I" x 1 " x 6" Angle
(Gutter Brace/Strap)
Connects gutter to
vertical framework.
Additional materials needed:
Screen a,nd flat 3o.1ine Silicone caulking (dear)
P,rr��-hung screen door and accessories Closer kit adapter .'c)ptional)
- I
LO
AL J
6'-4- 7'-2" 3--0" 2'-1"
5'
_j
LEGALIZE AREA #1 EXISTING FLOOR PLAN
SCALE: 1/4"=l'
1'X2"
Framework
atwall
Kick Plate Coil
(optional)
20 x 2" --
Framework
-'<l4
Capri Clip
Castle Clip
2* x 3"
post
<7_ 2 * x 2
Angle
1"x 2*
framework
kick Plate
Channel
Gutter Brace/Strap
EXISTING SCREEN ENCLOSURE
CODE IN EFFECT:
2017 Florida Building Code
6th EDITION EXISTING
NEC 2014
-, -3 (a n e
L DRAFTER
ADRIANA GARCES
magarces09@comcast.net
305-9928134
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SHEET NO.:
A-2
I OF -
DATE 05/01/19
SCALE SHOWN
JOB NO.
SEAL:
VICTOR H RNANUEZ
PE-7 7
f
PLUMBING SCOPE OF WORK
LEGALIZE BATHROOM, AND SINK ON
GARAGE
GENERAL PLUMBING NOTES
1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL
7. PROVIDE MEANS "FURNISH AND INSTALL".
ORDINANCES AND BUILDING CODES 2014 GOVERNING THE
INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID
8. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE.
OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS
WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS,
9. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER
THE CONTRACTOR SHALL REPORT IN WRITING TO THE
WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE
ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE
FOR APPROVAL.
ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS
HOW TO PROCEED.
10. AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL
GIVE THE OWNER AN AS -BUILT SET OF REPRODUCIBLE SEPIAS
2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT
SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS.
NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE
MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE
11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS
STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL
REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED
GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW
BY PROPER AUTHORITIES.
DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL
TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED
12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL
AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS
WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE
AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS
OF FINAL WORK ACCEPTANCE BY OWNER. ANY BREAKDOWN
APPEAR INADEQUATE, ARCHITECT/ ENGINEER SHALL BE
OCCURRING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE
NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS
TO THE OWNER.
CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD
MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT
13. PROVIDE BATHROOM FIXTURES AS SPECIFIED.
WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION
OF THE WORK
14. PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE.
3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID,
15. WHEREVER NOT SIMILAR METALS ARE TO BE JOINED,
CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR
A DI -ELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH
CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS
TYPES OF PIPES.
SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING,
16PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING
ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL
.
CONDENSATE DRAIN AND TRAP. SEE AIR CONDITIONING PLANS
EXPENSE TO THE OWNER. IF DISCREPANCIES ,CONFLICTS ,
FOR LOCATION OF UNITS AND DRAINS,
INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS,
NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME
17. MATERIALS
TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED.
A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE
4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST
TYPE "L" COPPER BELOW GROUND AND TYPE "M" COPPER ABOVE
CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE
GROUND.
RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH,
B. COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE "K" SOFT
IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE
COPPER INSTALL INSIDE POLYETHYLENE CONDUIT. NO JOINTS
APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE
PERMITTED INSIDE SLAB.
IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT
C. SANITARY WASTE AND VENT 4" 0 AND SMALLER SHALL BE P.V.C.,
THE SOLE EXPENSE OF CONTRACTOR.
SCHEDULE 40.
5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS
D. STORM LINES INSIDE BUILDING SHALL BE P.V.C. SCHEDULE 40
ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO
SUITABILITY OF THE WORK OF OTHER. TRADES OR OTHER
E. IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF
CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR
BUILDING SHALL BE SCHEDULE 40, PVC.
SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING
F. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE
WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF
AND FITTINGS.
INTERFERENCE WITH OTHER TRADES.
G. WATER HEATER RELIEF AND DRAIN LINE SHALL BE TYPE "L" COPPER,
6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE,
MIN 3/4" DIA.
FEES, PERMITS , ASSOCIATION DUES, ROYALTIES AND TAXES OF
WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO
FIRE RATED PENETARATION NOTE
PAID ALL THE INSPECTION FEES AS MAY REQUIRED BY LAW OR
WHEN FIRE PENETRATION OF PIPING OCCUR, SHALL BE PROTECTED
ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY
BY ASSEMBLY No. W-L-2088, UL APPRIVED
DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS,
RULES OR ORDINANCES.
PLUMBING LEGEND
NEW SANITARY PIPE
-------------------
NEW VENT PIPE
COLD WATER PIPE
HOT WATER PIPE
GATE VALVE
n
AIR CHAMBER
C.O.
-------
CLEAN OUT
CD
CONDENSATE DRAIN PIPE
CHECK VALVE
^
PIPING RISE
0
PIPING DROP
H.B.
HOSE BIB
417.6 Glazing.
Windows and doors within a shower enclosure shall
conform to the safety glazing requirements of
the Florida Building Code, Building
AS PER F.B,C.P 6TH. EDITION
SECTION 417 SHOWERS
417.4 Shower compartments.
Shower compartments shall be not less than 900
square inches (0.58 m2) in interior cross sectional area.
Shower compartments shall be not less than
30 inches (762 mm) in least dimension as
measured from the finished interior dimension
of the compartment, exclusive of fixture valves,
showerheads, soap dishes, and safety grab bars or rails.
Except as required in Section 404, the minimum required
area and dimension shall be measured from the finished
interior dimension at a height equal to the top of the
threshold and at a point tangent to its centerline and shall
be continued to a height not less than 70 inches (1778 mm)
above the shower drain outlet.
417.4.1 Wall area.
The wall area above built-in tubs with installed shower
heads and in shower compartments shall be constructed of
smooth, non corrosive and nonabsorbent waterproof materials
to a height not less than 6 feet (1829 mm) above the room
floor level, and not less than 70 inches (1778 mm) where measured
from the compartment floor at the drain. Such walls shall form a
water -tight joint with each other and with either the tub,
receptor or shower floor.
417.4.2 Access.
The shower compartment access and egress opening
shall have a clear and unobstructed finished width of not less than
22 inches (559 mm). Shower compartments required to be designed
in conformance to accessibility provisions shall comply with Section 404.1.
417.5 Shower floors or receptors.
Floor surfaces shall be constructed of impervious, non corrosive,
nonabsorbent and waterproof materials.
MINI SPLIT
FIXTURE CONNECTION SCHEDULE
ITEM
UNITS
WASTE &
SOIL
WATER
F.UNITS
F.UNITS
TOTAL
COLD
HOT
WATER CLOSET
1
3"
1/2"
- -
4
4
TUB
N/A
SHOWER
1
2"
1/2"
1/2"
2
2
LAVATORY
3
1-1/4"
1 1/2
1/2"
1
3
SINK
1
1-112"
1 1/2"
1/2"
1
1
NOTE: PROVIDE ANTI SCALD VALVE ® EACH
SHOWER AND TUB
MAXIMUM FLOW RATE AND CONSUMPTION
FOR PLUMBING FIXTURES AND FIXTURE FITTINGS
PLUMBING FIXTURE MAXIMUM FLOW RATE
OR FIXTURE FITTING OR QUANTITY
LAVATOTY, PRIVATE
1.5 GPM ® 60 PSI
LAVATOTY, PUBLIC
0.5 GPM ® 60 PSI
LAVATORY, PUBLIC, METERING
OR SELF -CLOSING
0.25 GALLONS PER METERING CYCLE
SHOWER HEAD
1.5 GPM ® 80 PSI
SINK FAUCET
1.5 GPM CAP 60 PSI
URINAL
0.5 GALLON PER FLUSHING CYCLE
WATER CLOSET
1.28 GALLON PER FLUSHING CYCLE
WATER PIPING SIZE-2
101/2"0 CW/HW
(2) 1 /2"0 CW
3 3/4"0 CW, 1/2"0 HW
4 3/4"0 CW/HW
U 3/4"0 HW
a 3/4"0 CW
(?1"0 CW
(8) 3/4"0 HWS
9Q 1"0 CWS, 1/2"0 HWS
10 1-1/4"0 CWS
11 1-1/4"0 CW, 1/2"0 HW
NOTE:
ALL SANITARY PIPE 2 1/2.0 OR SMALLER
SHALL RUN 0 1/4' SLOPE PER LYT.
3" AND LARGER 0 1/8" SLOPE PER LFT.
N OTE:
SHOWERS AND TUB/SHOWER COMBINATIONS
SHALL BE EQUIPPED WITH CONTROL
VALVES OF THE PRESSURE BALANCE.
THE HIGH LIMIT STOPS SHALL BE SET
TO LIMIT WATER TEMPERATURE TO A
MAXIMUM 120 F(49 C)
Dwer drains shall have an outlet size of not less than
2 Inches 38 mm in diameter.
708.3Water supply riser.
ter supply risers from the shower valve to the shower
-ad outlet, whether exposed or concealed, shall be
ttached to the structure using support devices designed
use with the specific piping material or fittings anchored with screws.
708.4 Shower control valves.
ividual shower and tub/ shower combination valves shall be equipped with
Ttrol valves of the pressure -balance, thermostatic -mixing or combination
assure-balance/thermostatic-mixing valve types with a high limit stop in
;ordance with ASSE 1016/ASME A112.1016/CSA 8125.16. The high limit st1
311 be set to limit the water temperature to not greater than 120'F (49'C
line thermostatic valves shall not be used for compliance with this secti<
708.5 Hand showers.
id -held showers shall conform to ASME A112.18.1/CS,A 8125.1.
id -held showers shall provide backfow protection in iccordance
h ASME A112.18.1/CSA B125.1 or shall be protected against \backflow by
ievice complying with ASME A112.18.3.
MECHANICAL SCOPE OF WORK
ELECTRICAL SCOPE OF WORK
Tn CVIC T C CDTI(`
HOT & COLD WATER
LEGALIZE BATH IN GARAGE
CONNECTED TO EXIST. PLunneiNc
HOT & C LD WATER
STUDDING
USE DUROCK
THIN SET(SETTING BED)
UPPER SECTION
TILE OF ADJUSTS TO
HEIGHT OF TILE
LOCKING RING
OF DRAIN
CONCRETE MORTAR (BOLTS TO HOLD
��-{{��NN ���� WN LINER)
(TSETTINGT B�D) ,TILE
SHOWER PAN LINER
SUB LOOR P �RP�b TO
(WOOD OR CONCRETE) MDD S}.�� FR QRgI HH E
OF DSNU-TBEFLOOONR AIN PIPE
shower installation DETAIL
NTS.
SECTION P2708
SHOWERS
P2708.1 General.
Shower compartments shall have not less than 900
square inches (0.6 m2) of interior
crass -sectional area. Shower compartments shall be
not less than 30 inches
(762 mm) in minimum dimension measured from
the finished interior dimension o
f the shower compartment, exclusive of fixture
valves, shower heads, soap dishes, an
safety grab bars or rails. The minimum required
area and dimension shall be measured
from the finished interior dimension at a height
equal to the top of the threshold and at a
point tangent to its centerline and shall be
continued to a height of not less than 70 inches
(1778 mm) above the shower drain outlet. Hinged
shower doors shall open outward. The
wall area above built in tubs having installed
shower heads and in shower compartments
shall be constructed in accordance with Section
R702.4. Such walls shall form a water -tight
joint with each other and with either the tub,
receptor or shower floor.
Exceptions:
1.Fold-dawn seats shall be permitted in the shower,
provided the
required 900-square-inch (0.6 m2) dimension is
maintained when
the seat is in the folded -up position.
2.Shower compartments having not less than 25
inches (635 mm) in
minimum dimension measured from the finished
interior dimension of the
compartment provided that the shower
compartment has a cross -sectional
area of not less than 1,300 square inches (0.838
m2).
P2708.1.1 Access.
The shower compartment access and egress opening
shall have a
clear and unobstructed finished width of not less
than 22 inches . 559 mm
( )
424.3 Individual shower valves. Individual shower and tub shower combination valves shall be balanced -pressure,
thermostatic or combination balanced-pressure/thermostatic
valves that conform to the requirements of ASSE 1016/ASME A112.1016/CSA B125.16 or
II at the point of use. Shower and
ASME A112.18.1 CSA 6125.1 and shall be installed / P
tub -shower combination valves required by this section shall be equipped with a means
valve to 1207E 49'C which shall be field adjusted
to limit the maximum setting of the val ( ), �
in accordance with the manufacturer's instructions. In -line thermostatic valves shall not
be utilized for compliance with this section.
D �
v
t>
D � �
v D
LEGALIZE AREA
D
1'-8" 9'�1 1�"
to -6" 7'-7" -
---------------------------
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DRIcA- ��
I A
Mi A
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A-15
15 SOW
SAN
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AREA (VERIFY 0 FIELD).
A-21 r
_ 1
5 Mini
- - -15
LEG IZE ALLS
N ND BATH ON K
GARAGE
01
I
N
/
`�
AN TO ROOF
� �F� _1 „
EXI ST. LAU N DRY
2» I I TOP OF PAVEMENT
c d•
'"000 0 004
0�
I
11
0 0000 0 0 00 °
0 ° °
I
° ° p c
0 o0a0 o0p °
2' LENGTH
24' CONC. PIPE
UNLESS CALLED
0
00c
OTHERWISE ON PLANS
-
2" DRAIN - - -
o,10 00, '0-'0
UNLESS CALLED
0
OTHERWISE
PLANS
0-
,0
00000 '°00
12"
I� I
000 0° 00 00°O
°0'
00,0
0 0o d°
3/4" WASHED ROCK.5
oboe
T
kL2�-
DRYWELL DETAIL
NOTES:1.(*) PART OF GENERAL
LIGHTING LOAD
2. PROVIDE AFCI TYPE BREAKER.WHERE SHOWN
MINI SPLIT SCHEDULE
I�
1
C
.F.E. /
#2 1 0
EXISTING ONE
STORY
SINGLE FAMILY CBS
44'-0' 1 /2"
EXISTING 4" CONC. SLAB
EXISTING SCREEN ENCLOSURE AREA
TO BE LEGALIZE 528 SQ.FT
I�
N
c
_I
d
I
6'-0"1 7'-6" L 6'-4" 7'-2" 1'-10"1 3'-0" 1 2'-1"JZ7 8'-0"
LEGALIZE AREA #1 i
EXISTING FLOOR PLAN
SCALE: 1/4"=1'
FAN COIL
DESIGNATION
CFM
MBTUH
ENTERING F
ELECTRICAL DATA AHU
OBS
DOLING
HEATING
WB
DB
VOLTS
PHASES
FUSES
WIREAM
R1_F.UNIT
LIQ.
SUC
COND.
AHU 1
300
9000
10.9
67
80
115
1
44
MITSUBISHI
MSZ-GL09NA-U1
1/4"
1 1/8'
1
CONDENSING UNIT
OUT DOOR
UNIT
MBTUH
TEMP ENT
CONDENSER
ELECTRICAL DATA
OBS OR SEER
MANUF.
RERUNIT
VOLTS
PHASES
FUSES
CU-1
9000
90
230
1
15
24.6
MITSUBISHI
MUZ-GL09NA-U1
piping
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EXHAUST FAN SCHEDULE
CFM
SIP,
ELECTRIC
MFG,
#1
50
0.125
3' V.T.O.
115-1-00
BY OWNER
BR❑AN,
PANAS❑NIC
OR SIMILAR
SLAB SIAND CONDENSER BRACKff
MOVEt, OESCRIPFION PVT W-5,
Raises condenser up to 121IA°'
above a flat surtace. Each leg
1s independently adjustable
for uneven surfaces. Includes
Anti-vitrration rs Tams and
anti -slip rubber feet and
1F1�1tat
Powderocfated Steel
Min/Magic remounting width.
" "
11 a . 27 2
f trt/Max mounting depth:
61/4" - 13t/4"`Max vvetght capacity:
176 lbs
Aiti��V=bi°t3ti0h FT:i3lfriis
1r
EXISTING E.PANEL BREAKER CIRCUITS TO REMAIN
TYPE: SQ'D QO LOAD CENTER (`� E W PANEL " A " 10 K A I C BUS: VOLTS: 150A 240V, 10, 3W
MTG: SURFACE
MAIN: M.L.O. 2,950 SQ. FT) LOAD: (SEE LOAD ANALYSIS)
LOAD
COND.
WIRE
TRIP
POLE
DESCRIPTION
CKT No.
CKT No.
DESCRIPTION
POLE
TRIP
WIRE
COND.
LOAD
8000
8
50
2
RANGE
1
2
A/C MAIN
2
30
10
5000
3
4
1500
12
20
1
GFI BATHROOMS
5
6
AIR HANDLER #1
2
30
10
5000
1500
12
20
1
GFI KITCHEN
7
8
3500
10
30
1
COMP MINI SPLIT
g
10
GENERAL LTS/RECS.BEDRROOM.
1
15
14
1500
12
20
1
GFI KITCHEN
11
12
GENERAL LTS/RECSLIVING.
1
15
14
800
12
20
1
MICROWAVE
13
14
WATER HEATER
2
30
10
3/4"
4500
14
15
1 ULINDRY
& GARAGE OUTLETS/ LIGHT
15
16
14
15
1
GENERAL LTS/RECSMASTER
17
18
DRYER
2
30
10
3/4"
5000
*
14
15
1
GENERAL LTS/RECS.BEDRROOM.
19
20
3500
10
30
1
MINI SPLIT PLAY ROOM
21
22
REFRIGERATOR
1
20
12
1200
SPACE
23
24
DISHWASHER
1
20
12
1500
SPACE
25
26
WASHER
1
20
12
1500
SPACE
27
28
SPACE
29
30
() PART OF THE 3W/SQ.FT. LOAD NOTE: (RECEP.,SMOKE) NEED TO COMPLY
WITH 210-12 NEC.
12-1/2"
A
w
FAN TO ROOF
L NEW AND RELOCATE OUTLETS SHALL BE TAMPER RESISTAN
PER NEC 406.11
L NEW AND MODIFIED CIRCUITS SHALL HAVE ARC -FAULT BREAKE
PER NEC 210.12
"COMBINATION TYPE BREAKER AS PER NEC 210.1213" THIS NOW
INCLUDES ALL 120 VOLT.15 AND 20 AMP.CIRCUITS ON KITCHEN
CODE IN EFFECT:
2017 Florida Building Code
6th EDITION EXISTING
NEC 2014
DRAWN BY
DRAFTER:
ADRIANA GARCES
magarces09@comeast.net
305-9928134
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Revisions:
SHEET NO.
MEP
Li
DATE 07/20/2020
SCALE SHOWN
JOB NO.
SEAL:
1IVS
f�
VICTOR HERNANDEZ
P E- 72,387
NTS.