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_ a Planning & Development 5erfces
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DepartmentPl
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RECEIVED
� Building& Regulations
Division
- , mmng & Development Services Department
SCOPE , WO;;
RCYItW Affidavit2300
e-
Building &.CodeRegulahRegulations
CONSTRUCT NEW GARAGE
2 7rf 2018
---_,_.._.
... .Virginia Avenue, Fort P-
erce FL 34982 - 772 462-1553
.THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FIIG 2017 FOR EXISTING BUILDINGS �..
JUL ..
• VALCIN RESIDENCE
Building
GB
rfieatlon for Design Load Compliance
CHAPTER 7 AND 8.
Per
cieCounty,,P.:
� OwnetsName Applicant:
.- Pl
Prole
Name: VALCIN GARAGE ENCLOSURE
NOTES: I ,
WATERPROOFING NOTES
_ v:
:. i. PRIOR TO BUCK INSTALLATION .TREAT THE MP.SONR, OPENING WITH_A GhiU WATER
RESISTANT COATING TO SEAL THE WINDOW DOOR CAVITY TO PREVENT IT FROM
ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF
THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE
OPENING (SILLS, JAMBS, HEAD) AND. RETURN WALLS OF THE OPENING 24" MINIMUM
EACH DIRECTION. ALL CMU :HATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR
I0 BUCK INSTALLATIONS.. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN'
BUCK AND MASONRY
j 3 PRIOR TO BUCK INSTALLATION APPLY 3/8".NOMINAL DIAMETER BEAD OF SEALANT
BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID
I -
B CK5 T
Product
Opening Design
Pe g g
Pressures
Pr
oduct roduct Rated
Desi n Pressure
Manufacturer
Pac r
M delN m sr
4 Number
productR ravel
PP
Number
Glass
T
Method of Attachment
o A to merit
windows
SEE ELEVS
+ 65l-70
JELD-WEN
P0.EMIIlMATWIIICVINV[
_
FL#,14095.2
_YPs
NOX.,nwacr
3/16" X 1 1/4°.MIN. EMBED TAPGONS AT 6"/ 15" O.C.
Mullions
Fixed Glass
>Block Glass
-Skylights
SlidingGlass DMrs
SwingType Don
French Doors
Gera a Doors
Hurricane Pro2ei0on
SEE ELEVS
- +1-50
EAsreXxmernEa°PP,r
0.05ALUM
FL#11964.1
N/A
174 X2"EMBED ELCO PANELMA7ES OR TAPCONa AT2 /fi`O.0
Roof VenOlatlon
Floating Material
CONTRACTOR SUBCONTRACTOR, SUPPLIER, ECT SHALL VERIFY ALL DIMENSIONS, -y"
Pro)gc
Address: 31047ROPIC 9LVD
CONDITIONS AT JOB SITE, PLANS, '
$ ANS SPECIFICATIONS ECT '
1)
STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE
Perri-
Permit
ENGINEER AS CONS
U O -
TR CTT NPROGRESSES.
Occu ant T e: P Y Y R Construction
P nst ucUon T
Type: V
3 ).
ALL WRITTEN
ITTEN DIMENSIONS
ON THESE DRAWINGS
WINGS TAKE PRECEDENCE OVER SCALED
INSU
ONS FOR USE:
DIMENSIONS.
. 4)
ALL CONSTRUCTIO
MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC)2017 FBC2017 I I
• This
ertiBcation must
u be completed, signed, and sealed by the design
RESIDENTIAL; FBC
017 PLUMBING CODE, FBC 2017 MECHANICAL CODE FBC 2017 ENERGY`
professional of record.8 P
CONSERVATION,
THE NECNEG'(NFPA 70) 20H EDITION:
• S Ub
,. -
n 2 copies for residential,
I) p s dential 3 copies -
, O p for commercial with all permit applications involving the following,
8
-
-5)
RESIDENCE LOCATEDIN
i
NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE
o N . ,
New Residences (single or multi -family)
INFESTATION
ATI N ARE.
PER
ERC 30t.
o Residential Addition
6)
ALL ADDITIONS, RE
A
�:...
S,. AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017 FOR EXISTING
_
BUILDINGS.
'.
o Any accessory structure requiring a building permit
:
a Any non-residential structure.
STRUCTURAL NOTES
'I �I
:• Nate
F orm no t required for interior renovatio
ns ons rovid ed that n0 exterior e wr structural elements are affected and
1
)
IN
'D
ANCE WITH ASCE --
7 30.
certain
D S
E, i
minor building permits at the discretion
p n of the local buildingofficial.
cal. Contact the above
# for a
questions.
q
PARAMETERS
ET£RS AND ASSUMPTI
� T
2
3
(�/a+�,�
SOIL BE
SOIL BE RING
ARING
ALL STRUCTURAL
A MINIMUM COMP
CIT
ON
t:55[YC
:Z5110 PSF N..
(MIN.).
BETE IN BEAMS LINTELS VERTICLE CELLS, AND COLUMNS SHALL HAVE I �
, :
STRENGTH OF 3000 PSI COMPRESSIVE AT 2$ DAYS. '
__S+._
1.OFal�
ONS USED (complete molete all that apply)
oov) -
NC D
O E. Florida
F
i
4::.
'•ii� PS
SLAB/ FOOTINGST
RF
CONCRETE WI.
TH ITH A MINIMUM 2500 PSI COMPRESSIVE
ESI'IIENGT -r
HAT 18
o Ida Bud ding Code 2 -
017 Edition with 20 _Supplements using ASCE 7-10
5
-DAYS. SEE PLAN FOR5I2ES
& STEEL R
REQUIREMENTS.
2. Stins�ure
Designed as check
g ( one): X Enclosed Partial Enclosed Open
■ 5)
MINIMUM-CONCRE
'PROTECTION FOR REINFORCING BARS:
: .
3. Rrdc
ategory: 1 X II 111 JV Exposure Category; B X C D
:
FOOTINGS. 3 BEAMS:
1 /: SUSPENDED SLABS: 1 /a
4.0 eta
-.METERS
n Wm d Velocu ltr1Y h
G)
LAP ALL REINFORC
NG STEEL.A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60
BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD U WI H Y mp 124 ASD N/ALRFD End Zone Width; 5 It STEEL MINIMUM IN BEAMS AND COLUMNS.
SEALANT TO RES'1RICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE Revised 07{i2/2014 _ S. Mean Roof Height; 15 ft Roof Pitch: N/A :12 Parapet: N/A it : : 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
COATED i
ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL RE TED 6. eom orients&Claddin 8)' SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTLATION OF g Design Pressures Used. (PSF, based on 10s ft 1S MRH clea - HARDWARE IS
i *RESISTIVE /. c . q @ , dy label on all plan openings): .NOT PERMITED.
WITH A LIQUID APPLIED WATER R�.aISTIlE COATING � SEALANT. Y9.3 , I
193 19.3 3 , 33. Zonal:
Zone UNLESS OTHERWISE HOED Z. IID THE Zone INSTALLATION O SPECIFIED
Ihave revtovedthe above com orients r cladding e3. ) W F ECIFIEDHARDWARES p o c add 8 and I have approved their use. in his structure:. These products provide adequate resistance to the Zone a. lone 5. Garage: 7 HALL CONFORM TO
P eW 30.7 -53.5 -79.1 8
- , : .. 36.4 -44:9 _ .. THE MANUFACTURES INSTRUCTIONS 4. .PROVIDE SE .FLASHING O SILL OF WINDOW AND D DOOR OPENINGS T PAN FLASHING wind loads and forces specified b current code provisions. 41.5 E TIONS AND STANDARD PRACTICIES:..
P. Y D 7: Desi Loa
aww,aaaa vas wacX P.e. dS: Floor: N/A PSF Roof D -
SHALL BE SEALED OR SLOPED. !N A: MANNER TO DIRECT WATER TO THE :SURFACE , M /sad. 5. PSF Raof Uve. 20 'Balcony:. N
- : �- °N:m•PAL4. wEl4XP E., a,oµ
I /A PSF ,
- c P L WELCH PAUL WE CH P.E
q� . a,"°,wAu,.wa.cewcan°�coM.. us
OF THE EXTERIOR WATER RESISTIVE BARRIER, OR SUBSEQUENT DRAINAGE. � � poet+. N '. - �
Name. � ll__II o,r:w,°e., ,,: s /A PSF Deck, N/A PSF Stairs. N/A _.-_.__ 1 _ Signature; �l + a m wNr � PSF Fenee. N A PSF Railings: NIA ---------
I
�N!NG SHALL g -_ I g PLF /CONCENTRATED.--
INCORPORATE PAN FLASHING A7 HEAD AND SILL: AS WELL. PAR FLASHING �
S. Were -
e Shear Walls Considered .,.. a ed For Structure?
es Not -- , � hcable E lam Wh Not. APp Explain WALL EINIS
BE'CORROaIONRESI57.ANT. A WELCH Y H/INSULAT' P UL CH INC. 29945 , ON PLAN �ON NOTES
Design Ptah Cert. Date. , „ ,
� -r- 1) INTERIOR: TO BE fi DRYWALL FINISH
FRAMES Is AL AA t AT ALL tit L , , - I O DOOR' F R muous INFERIOR G
5. PROVIDE CONTINUOUS 3/8 BEAD Cr SEALANT ON WINDOW / Load Path Provided? R Yes N ) GYPSUM BOARD TO BE i11IN. /, 'CHIC +, ,+ I
I ,. � of Applicable Explain Why Not. K WITH (T3 GAGE L3/$ LONG 19/G4 -
_ Y : rn , , HEAD, Y
I DOOR 009$ DIAMETER, 1 /s LONG ANNULAR - RINGED; ,
PERIMETER ON FRONT. AND BACK SERFAGE PRI�R TO WINDOW., / - ,ANNULAR RINGED SD +' „ R NAIL, G, 9/ DIAMETER, 1 5/8 LONG 1, i
- BEAD OR GYPSUM BOA" „
' INSTALLATION. � I ARD NAIL 0.086 D ,+ DIAMETER, I Sl8 LONG 9/32 HE
AD) SPACED
10. Design Soil 8 ) Bearing Pre
ssure:
8 00 PSF Soil Test ' O.C. FO Reports Submitted? Yes : R NAII,S AND O.C. FOR SCREWS.
3
WALL
_ IG rAND CEILING r..
pPRO ) IL G:..
THE BUCK . -. FE5SIONALCERTIFICAT1t7R1 IN FINISHES HAVE AFTER WINDOW/DOOR INSTALLATION .PROVIDE FOAM SEALANT BETWEEN `� ATEMEN7. MORE DEVELOPED INDEX OFN ,:..r a _ NOT GREATER THAN
R :RESISTANT
STUCCO CEMENT FINISH 4�0.
, ENSURE A.WA fE �. certify
OR PRECAST SILL AND THE WINDOW DOOR' TOEN E ,.- hat to -
(. ) f Y e best of m knowledge and belief, th _ Y $ the pl
ans eaBwtio v 4FINISHESr: I p p ns have been designed to ).. WALL AND CEILING
�R SEAL AROUND H E ENTIRE - 8n _ SHALL Ah7 FLAME -SPREAD
INTERIOR I THE N ! I d :om f - � - AD CLASSIFICATION OF NOT GREATER -d
p 1 rth iris applicable structural portions of the building code � THAN 200:'
g s currently adopted and enforced b St. Wee -
Y .
LL �F - ALL i E .LL AT JAM ount EXPOSED . B BLOCK YP .. also ) OSED INS
ULATION MATERIALS INSTALLED ON AT
(T ) Y certify that structural elements depicted on thew laps provide ads - TIC FLOORS SHALL
- .CMU WA R RESISTANT COATING. 3 - P P adequate resistance to the design RAn LL HAVER CRITICAL
IANT FLUX NOT LESS THAN 0.12 WATT SQUARE CENTIMETER
orcess enfied: EXPOSED FOAM PLASTIC
ATTIC
: . (SEE WATERPROOFING NOTE #1) '�' : INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF
flfl I ROOF DECK OR ON THE ATTIC ,
Paul Welch P.E. 29945 / 5115 WALLS SHALL COMPLYWITH SECTION FRC316. -
- > : - :.6) PER FRC 702.2.1 ALL GYPSUM BOARD
Cert# & Co. Cart Auth. '
b - Print Name MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C
__.._.._ CORROSON RESISTANT FLASHING � ?; : r36,C79,C47$C514,C630 C93T C960C 10C WITH Ci177,C117$,CS OFC.C,AC AD OR ESCESF '
_ - PER A'ERPROOFING1395, W NOTE 2 , ;•' . � : a - � �. � c• Paul Welsh Inc. AND SHALL BE INSTALLED
-- rif N .A i� 1x3 P.T. WOOD FIRRING ALL: 3 BIDES. C.ONIINUOUS - INACCOARDS SHALL
THE PROVISIONS S
- WINDOW MANUFACTURER
.. n' ( ) N PLAN ,/18/2018
,. N OF FRG, AND ADHESIVES FOR ,
CONTINUOUS FOAM INTERIOR AIR .---FASTENkR, AS REQUIRED B"1 WIN n
THE INSTALLATION Ili GYPSUM BOARD SHALL CONFORM TO ASTM C 557
LUIV IIN f ignattrr Date and 7 : INSULATION
Seal ) N MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS '
WATER SEALANT PER 19845.W. 8lltmore St. #114 Port 5t. Lucie, FL ARDER5RO F-CEI
AND X PERMEABLE MEMBRANES INSTALLED ALLED WITHIN FLOOR -LEI .. NOTE FLOOR -CEILING HALL HA IES ROOF-
Oik b F G - Coin an CEILING
WATERPROOFING N � (' i A7CRPR00IN Name&Address /} _ T FLASt IIN .+ PEF W - , p Y ASSEMBLIES w
CORROSION RESISTANT _�----'�". O tour rm8gzu128evseda is � WALL CRAWL SPACES j'- APPLY iiERNETER SEALANT CAULK / /I2 Us1 ESNG S ATTICS SHALL HAVE A FLAME SPREAD
n -SEE WATER PROOFING NOTE. 6 INDEX NOT To EXCEED zS WITH
NOTE # II BETWER BUCK & WINDOW FRAME
HAN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TOE
450 WHEN TESTED EXCEED
STIED 1N ACCORDANCE WITH ASTM E 84OR
SILL ---. ,- .. INSTALLATION SEE W(FERPROOFING NOT - -. UL 723.. _
MARBLE bill .` � ,,�-.__:GAUL.K SEAM AI WINDOW WSTAtLAT I ( E fib}
.,. `
BEE.WAJLRtROOFING NOTE �5) ANCHOR 1xa RT:(MIN. BUCK WITH SEALANT`-
. ( )
e
-_ -_ P R WATERPROOFING .NOTE 4 AND ANCHORED - - - - -- ------ ---. _
- :
.>.. .:•,. --..� CMU WA{kR RkSI _
n r ELEi' RICAL
TO MASONRY C L NOTES
MORTAR OR - ,• , ,:. NRY WI 1 X CASE HARDENED i..oll. _ ENERGY -
G NOTE 1 „ ATION OTES
(SEE WAIkRPR00FIN /1 )
'GROU1 "Rile: �12 -0.t„ MAX. ) L ELECTRICAL WORK NFPA70)2014EDITTON.
( 1) RESIDENCE SAALL$EI ACCORDANCE WITH FLORIDA BUILDING CODE 2017E t.
' � �2) A MINIMUM OF 75°/. OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE : ENERGY
-,-
-SET IN FUL.I. MORTAR
CONSERVATION RESIDENTIAL.
.HIGH-EFFACY LAMPS OR A MINIMUM O STALLED LIGHTING F 75 A OF THE PERMANENTLY GALL N 2 .ATTIC ACCESS
NCHQR WINDOW T �) S DOORS ORIIATCHES: O MASONRY IN STRICT FROM CONDTTIOND SPACES TO UNCONDITIONED S
_ FIXTURES SHALL CONTAIN ONLY Y LAMPS)
LAMPS. LOW VOLTAGE LIGHTING SHALL NOT PACES
1 ,. • - ° COATING �('COR J �MANUFACTURE'S( : SHALL BE WEATHERS'H2IPPED:
:.•• �•n--•- STUCCO OR Dt.CORrVTIVEGEMh.NTI710U., C DAI CE WITH PRODUCT :
BE REQUIRED TO BE HIGH-EFFACY LAMPS) ON AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION "
THE SURROUNDING SURFACER A WOOD PPROVAL INSTALLATION REQUIREMENT'S. ' � , FRAMED ORE EQUIVALENT BAFFLE DR YWALL 'vT` 3, RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND R , Q R RETAINER IS
- , EQUHZED TO BE PRO\ PROVIDEDWHEN LOOSE FILL IS INSTALLED TO - '
:. - UNCONDITIONED SPACES : SPILLING : PREVENT LOOSE FILL FROM
8 C.M U. J LING INTO THE LTVWGSPACE.
4) SMOKE DETECTORS TO BE 130V WI BATTERY BACK UP - ARC FAULT CIRCUIT R -
�. : _ 3). THE BUILDING THERMAL ENVEL
OPE SHALL BE CONSTRUCTS
a` SMOKE DETECTORS D TO LIMIT AIR LEAKAGE IN
_ 1 ECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING .
ACCORDANCE WITH TILE RE U - s+ S ID FOR AIR LEAKAGE
THROUGH R402
� FURRING TO MASONRY WALL BEDROOM INTERIOR DOORS (NOT SHOWN)IF NOT EXISTWG VERIFY. i •4.4• ,
a 4. THE BUYLDINGSHA SHALL BET ESTER FOR AIRLEAICAGE IN ACCORDANCE WITH R402A.1.2 � >, - : Ca SMOKE DETECTORS TO BE INTERCONNECTED $O THAT ONE SMOKE DETECTOR ACTIVATES ALL g q
... ° Q-CE.i: . ) \ INDOWS, SIfYLIGHTS,AND SLIDING GLASS DOORS SHALL HAVE �� �'
SMOKE DETECTORS IN THE RESIDENCE AN AIR INFILTRATION RATE OF
NO MORE THAN 0.3 CFM PER SQUARE -
_ .. Q .ARE FT AND SWINGING D
_ , DOORS NO MORE THAN .. -. � c ;, 7)` PROVIDE BRANCH CIRCUIT ARC FAULT PROTECTION FOR CIRCUITS SERVING. F 0•a CENTER
, WINDOW SHOULD BE COMPLETLY AIEP FAMILY
� SQUARE Q MUST HE. TESTED LISTED AND �- INACCORDANCE tiV ROOMS DINING ROOMS LIVING ROOMS PA : -: LIBRARIES,D N5 B BEDROOMS, WITH R402.4.3
N THE BUCK. IN 'NO INSTANCE AiNCE SHALL E E MS,SUNROO fi CONTRAC O 7 CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE
......
_ RECREATION N R40 LEVEL I, DISPLAY CARD
� -- --'•' •-FRAMEOVER U EATION ROOMS, CLOSETS, HALLWAYS; 'SIMILAR ROOMS PER FBC AND NEC �) : IN
.,. OVERHANG THE SLICK :ACCORDANCE WITH I?BG 2017' - ._ r _ .. - - REQUIREMENTS.
ENERGY CONSERVATION R401,3;
..INP Fit.S15 YANT.F r '.:,_
�T..A§f. CONCRETE W :J-5'E.,•.. PRO i..
.. $) - VIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION OR AL .. - , . .....,, , ._, ,,.,. ,. ,. - _ _ _.. _.. .,- e. CT F L 125 VOLT,SINGLE
--A"
- - v.. - - PTfA.SF b.t-. : rc T. T ., .,,. _ _-._..,.,. ..._.+c...w..,- ,:. _.y.- ...,.
'.-.. �. - h'D2..A.1-P CSI£JTTS SREVID.G:DAT. ROt�MS,-GARAv�KYrCaIELV3�tiCtiESORY +•F a. ..,. .s ,,'., � ,. .. - _. .••✓:+"..--.; -__._ -___
E ECTRIC LOAD GALL
e e 0R EQUAL) BUILDINGS, ,.,. �(- ,'.:. :: ..�•:...
Q ) _-.... ..: �,.,., ..__ v ;;. ....... _ INGS OUTDOORS OR WITHIN 72 (.. ,- ?� F L :.... + OF EDGE OF ANY SINK. --. a`� ::. ...: : T . - ,. ..,,. • .. ....,:., ,...:.
�
9i CARBONMENOXIDE DFTECTORS TO BE INSTALLED WITHIN 10'OF ALL BEDROO
10). $XHAUST FANS TO BE VENTED THRU ROOF S1 , FFIT.:-
I]) OVIDE TAMPER RESISTANT RECPTICLES Ka. NEC REQUIREMENTS. O 1894 S.F. 3 V 6682 VA
nIE ELECTRICAL INTO EXISTING ELECTRICAL - / <'-
i��i iN �FL.L., CJTAIL _.._.__ i E~ `rwo2oAAPPuaNcecl<rs 3000
�R��aT .�an�i��-r� __- -- -- �' - _ _
..SCALE: N.T:5. '
ST. LUCIE COUNTY BUILDING D ON LAUNDRY 1500
SCALE; N.7,5:
REVIEWED F DRYER 500n-
OR COMPLIANCF,I /�/
'. REVIEW "✓ ( . RANGE 12000
THESE PLANS AND DATE '% WH 4500
ALL PROPOSED WORK D
. PY I
ARE SUBJECT7.O ANY CORRECTIONS ':
PLANS AND PERMIT MUST BE K N 308 W 1200
T CO _. _ _
FILE , __ { -},REQUIREDwPT
1 BY FIELD INSPECTORSTHAT SITE OR NO INSPECTIONS W BE MADE TUB (OPTION) i2o0
EXISTING C)JvIU WALL MAY BE NECESSARY IN ORDER TO REFRIG
1200
---_ COMPLY UYITH_ALLAPPUCALE COD IRE. PUMP owrloN
#5 HORZ. REBAR X IT"LONG ES. IRR. ( ) 1800
ELE C RICAL KEY TOTAL 5000
DRILLED OUT AND EPDXIED TO 42082 VA
EXISTING WALL WITH 6" EK SINGLE POLE SWITCH i yfa rJ t7 EMBEDMENT SPACED AT 6" FROM ° 4sf f`- . Itil U - `. .1 -. FIRST 10 KW @ 100% 10000
5 L" Y+o*I
1 DUPLEX °
TOP Arm B(�TroM AND za°' G.c. CON
VENIENCE N
,,��-Il,, E CEOUT
,
tL. LET REM - DER 40/s 12832.8
VERT.' REMAINDER (tp
,)- LIGHT FIXTURE TOTAL 22832.8
t F-�//�� ,r..
�15 rcC p 21LLEb #S VEIST. REEAR IN (3000'PSI) I V1 r 1
POT 'S �PoXi�l? wl
c'-w F6n ujJ rr CONCRETE FILLED CELL I Pi "I A/C HEAT rro 100°f° 12000
l La r� I I
t
EXISTING FILLED CELL I I I TOTAL 34832,8 VA y r
' 34832`8
240 = 145.1367 AMPS
pp EXISTING WALL NEW WALL i5 UEw .- i'1JEw - piny b
115u1�ilcni it °4 At L (=Edhj
USE EXISTING 200 AMP SERVICE o c
5 `li
t, s w dr t. a
CFIGbtLiSTARTER1 \ b �t s ram. O ET � gy' °o ('®A11UY t20at•'1 \\ rT
ST.AR� �Rlir DE l lilL t -
tits... I 1 I Q i >_
�TsJGvO FIiJiGil4 (PLAN VIEW) I I N �c N(lLGY�11) 1WtA
n FYrPt. 1 \\
f"
a
h
1 \ :.: � - �. ,.. \ \ I -:. 1 I
WINDOW / DOOR SCHEDULE
MARI
SIZE/TYPE
NOTES
A
53 7/8" W X 50 518" H SH34 WINDOW
B
6u08CASED OPENING
E
EXISTING WINDOWS/DOORS
_ RAUL WAELCH INC.
MECHANICAL ELECTR/CAL CIVIL ENG/NEE'RING
4984 S. W. BILTMOREST. SUITE## f 14
PORT ST, LUC/E, FL 34984
PHONE (7j2) 785- 9888 E-MAIL PWELCH/NCLaAOL.COM
III
JUL } PAUL WELCH, P.E. FLA REG No. 29945