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ATTENTION BUILDER
Ali DIMENSIONS
OVERHANGS, PTtH, ETC.
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ORflERINCI Isr:.;
it /S YOUR RESPONSIBILITY
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ir Is YOUR RESPONSIBiLllY
1 CHECK OUR TRUSS PLN
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NUMBER OF SEOA00MS •
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0104 1,14 ,I OATS .
TA$LEt 10A
%NIMIJ AEQt�hR1 ° 11415 f . - ALL PACKAGES
• Cl • -
%4.I
r REQUIREMENTS
CHEF
COM • N1NT
WINDOWS
Minimum of 0 34 CFM per tinter loot of operable sash crack (inctude$ sliding glass doors)
EXTERIOR i
ADJACENT 1900At
904:1
Masi churn of 0.5 CfM pat el. ft. of door area: solid core. wood pants. insulated or glass doors
EXTERIOR •
JQINTS & CRACKS
944.1
to be caulked, gaaketed, weather or otherwise sealed.
i 1
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SOSOLE d TOet
' PL ATES
INFILTRATION; i:;
I a •
IN ERICA
k JOINTSICAACK ;
Tf•
h d
o ff QS: S
' 941 .1. ~
9012
• . ,
• , ,2
904.
S4fe plates and pen.UMion$ through top plates of exterior wait! must be sealed.
)604* balrrlse rmtusl be installed i(1 exterior walls & ra sod woad Wort
AN opaili os in intake susnces of Callings and oxt.nof walls must be seated.
tedacea moat hays flue dampers. ass doors And outside combustion air intakes
..
exhaust fans vented 10 uncondit spate elan have damper$, except for combustion
davk4$ with int •rat exhauN ductwor1•
Comply with 4tficiency requirements In Table 9.7A. Switch or Coady minted circuit bra aker select iC)
Of cutoff (gas) must be provided• External or built-in heat trap required.
WATER HEATRA$
SWIMMING ' ' ''-
POOLS a SPAS. .
•
.
E am
HVAC 0UCT
CONSTRUCTION.
INSULATION &
I14 lra • 1AU.ATlON
VI 1 , '
90
944.4
• ..
904.4
.
204 : ..
Spas 1 hatted pools must have covers (Except goal heated). Non - commercial pool6 mutt hays a
; Gmer. Oar spa & pool heath! must have minimum tharmal.Micierlcy of 76%.
N/A.
Insulation is required only for recirculating system$, Including Mat recovery unit!. In loch CaSei,
loss 0411 be limited to a maximum of 17 S STUN per linear foot of pipe.
Pipk+NM
Wat how must be restncted to no more than 3 • albns • r mi to at 80 PSIG,
hamrf shall be mechanically attached,
AN d fimoo, mechankal equipment and plenum c b
loafed. insulated and installed In accordance with the criteria of Section 904.4. Oucts in unconditioned
$94 and air handlers located In attics must be insulated to a minimum R.4.2 (R-6 after 1/1/92).
CN
1.0'.
f
_ _
uloatc I Srost$1 tot each system ._ _
ale readily $CG4$$lbfe maal 01 11w10011w100 m
..
FORM 1000•A•91
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Section 10 -- RasIdantlat Perscrlpilve Compliance Method
Department of Community Attairs
Climate Zones
SOUTH 7 8 9
J
c UANGE w,TH SECTION b Cf THE FLORIDA ENERGY EffiCIENCY COG( MA1 BE DEMCNSTAAAED Br uSE Of FCAU I 000 01 FOR SINGLE AND Mu1TJfAMILY PESIOENCCS OF 3 STORIES OA LESS
IN HEIGHT. ANO AOOITIONS to EXISTING AESIOENflAL StALO NGS. TO COMPLY, A BUILDING MUST MEET OR MUD ALL Of TIE ENERGY EfF�t,ENCY PRE SCAIPTIVES N ANY ONE Of TI4
PRESCRIPTIVE COMPONENT PACKAGES ANQ COMPLY WITH ihE PRESCRIPTIVE MEASURES LISTED IN TABLE ICA Of TH,S FOAI1 COMPt AnCE 8y t4 S METH00 will 8E. IN JbSt CASES.
EOUNAIENV TO AN VI Of roo POINri SS AN AU'ERNATIVE METHOD iS PROVIOEO FOR AOOItION$ OF SOO SOUAAE fEET CA IErS BY uSE Of FOAMt000Ge1 IF A BUILDING 00ES NCR
O61
tw tf wliN TH Ir lT IWI St lu COMPLY N GER SECTION 9 Gf THE COOS.
COMPONENTS P
MINIMUM REQUIREMENT i
PACKAGE FOR NEW CONSTRUCTI TO S( IN$TALLE P .
.1,-.
Maximum Percent M
MIM01/74
=NM /
/ ` -
W 14 O
Or O
OT
- . X
arernano 2
2' 2
2 ' f
f.� 2 ' 2
2 ' S
FEET
STWM
Masonry E
EXTERIOR ANO AOJACENt MASONRY WALLS R S. 0
,
A 0 A •.
CObt R is
Wood E
EXTERIOR, ADJACENT ANO COMMON W000 FRAME I
IXT: A l
l 1
AOJ: A •
CO% R•
CEILING$ C
CEILINGS UNOEA ATTIC R-30 FRAME COMMON CEILINGS R•11. UNOEA ATTIC: 8
8-4.
St10013
Slab -On -Grade R
..
Raced Wood R
R•11 (ONLY STEM WALL CONSTRUCTION ALLOWED) R •
Raised Concrete R
R.5 R
DUCTS I
INSUL. I
�� R
CONO. C
CONO. I
INSUL. R
R. s . 9 r
10.1 1
10.1 9
9.8 o
o n
8 E
ELECTRIC S
STRIP S
STRIP 0
0 • • S
STRIP S
STRIP S
STRIP
HSPF. .
..............----4
CAS/OIL(AFUE) 1
1991 MINIMUM OF .70 1992 MINIMUM OF .73 (direct fired) or .78 (Ce ntral) A
AFU —...
'Minimum e
ELECTRIC N
NOT Allow( E
E F .94 N
Nor r ut cost E
EF .90 E
Et= .90 N
NOT .11oWE0 -
-----:----
Q•$ & oil ' M
r.
MINIMUM EF OF .54
Ifit.
OTHER
My of the following are allowed; dedicated heat pump, '
' ' : *
* �
TABLE 101
M ................. p td a9 g etb n
systems with Other lazed ks•
water healers. Refer to Table 7A for turn Code effldencies for oil water 411011 and Op and SOON
tan
`' GENERAL DIRECTIONS •
1, New construction incMdnngg additions which incorporates any of the following features cannot comply using this method: resod wood flOOrS without continuous s stem walls, stool Al
walls. single assert/try roof/ceiling construction. or skyl U 0r ocher non. vertical rool glass.
2. Choose one of the comooneM packages 'A' through •P fom rape 108 by whin you intend to comply with the Co.. d Circa Chi column 04 the package you have chosen.
3. 1 01 able 108 y thus find j column the required loves. l d TO 9e In stalled'. In oil col n lip in DIN the appliupte Kegs with the inlannatiOn PeCrueeted. Aft 'TO @e Incisiv ' veuol mutt be peso
4. Complete the information requested On the lop half of page 1 based on the To Be Installed* column information.
S. Read 'Minimum Requirements for All Packages', Table ICA on page 1. and check each box to indicate your intent 10 comply :nth all applicable iteme.
it Read. sign and dale the Prepared Ely' certification statement at the bottom of page I. The owner or owner's agent must also sign and date the form.
DESCRIPTION OF BUILDING COMPONENTS U$TE0
Percent of Glass to Floor Area: The percentage of total glass area to the cond n
toned floor area shalt exceed to eecnbed
�- total of al glass areas by the total conditioned floor area pr percentage. This percentage 1 calculated by dhridKp to
. Glass Typo: In order of increasing energy ettidency, tM glass types ate: single-clear (SC), single-tint (ST), double -cleu (0C) and doubte•tint (0T).
Overhang: Tha Overhang 1 the distance IN roof or soffit projects out tanzontalty from the race of the glass. Al glass areas shall be under an overhang 01 U feast the ofotaitmlliegth wet
the following exceptions: 1) glass on the gabled ends of a Crouse and 21 the glass in the lower stones of a mute -story house.
Wall, Ceiling and Floor Insulation Yews: The R- values indicated represent Me minimum acceptable insulation tool added to the structural components of the wee ceiling or noon. TN
- R va14e of the structural bulging materials shah not be included in this calculation. 'Common' components are those separating condtioned tenancies in a mulbfarniy bet
components Grate conditioned spike from unconditioned but enclosed space •Extenoe components separate conditioned space from unconditioned end unenclosed AoemO
under the floor, -ids floors without +syletion ale potemeble for ell pac kagos.. R aised wood floors shall haw continuous stem walls with , nsutaborl p1104 Mlher On IN state wale
., Ductal 'CONO' indicates fief the ducts must be instafled within die conditioned space; that is, the A d du
,chro t ell be located on the conditioned side e Wfwf trop so that 4ny 1 410400 M
be into the conditioned space• DUO in oongitioned space are accet, aWs los any prescriptive package. If 'INSUL' l specned, di ducts may be in unconditioned two but nn+tntt oe
to a minimum installed insulation Leval of A-4 2 (A-8 after t,1r921 1ntNt
Spice Cooling System: Cooling systems ow have a Seasoner t:: w,y i rtrc�ency Ratio (SEER) for central units or Energy Etndency Ratio (EER) for room units of PTAC's pool r
greater than the presanbed v ak4;
Egttrlc Spice Heating Option; Hilt pump systems shall be rated rndl a Heating Seasonal Performanc. Factor (HSPF) equal to or greeter than the preeaibed HSPF. Hell
' may contain etec sure backups meeting the Oleos of SOMA 903 8(b)3 'STRIP' means electric resistance Mat is allowed for that package. ADD eyslertl
uk
a • Gas or 011 Fulls Space Hating 4t000: Gas 04 041 space heahn g systems must be rated with an Annual Fuel Utilization Effldency (AFUE) of al east Of level speQlod hr 1991 V40 1991
Electric Resistance 4401 Water 4ptlon; FOr - EF 90' designates. the electric water hosting system shall W rated with a minimum Energy Factor (EF) of el 1 .eaa1.90. for p>t
, designated 'Not Allowed', an •tectno riesling hot water system may be installed only in conwnction with one of rte Otte 1-tot Wale System °peons'. See bs40i.
.:.. Gas or Oil Fuels Hof Wafer Oetkint GIs 0r 04 wale heating systems must be rat with an Energy Fula (EF) of al less 51 AY all peckagoe
i 01her FI01 Water System Options: Any dedicated heat pump, host recovery unit. Or solar not wafer system which meets IN requirements of sod*, 903 3(d) W the Energy Code may b
Installed. Solis systeml'mutlt be designed 10 Provide et 1 0111 40% of the total hot wale (solo fraction of .40). Electric resistance systems having an EF of 58 a greater, of nature/ GO
systems with EF. S4 co greater trey be vs$d in oonjwcoon will these systems.
M
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CERTIFIED TO: ATICO SAVINGS BANK & ATTORNEYS TITLE INSURANCE FUND INC.
Revised this 14th day of April, 1988 to include Sheet No. 2
_ LLCAT1coN .MAP :.
SKETCH OF SURVEY
SURVEY of the East 1/2 of Lot 19, all of Lots 20, 21 and 22, and the West
10 feet.of Lot 23, Block 20, of "AMENDED PLAT OF MIAMI SHORES, SECTION
NO. 1 ", according to.the Plat thereof recorded in Plat Book 10 at Page 70•.,.
of the Public Records of Dade County, Florida, being situated in the Village,
of Miami Shores.
ORDER NO. 8872 DATE: July 29, 1987
FIELD BOOK #350, Pages 1,2 SCALE: As shown
�gVvELHEREBYCCERTIFY: that the attached SKETCH OF SURVEY is true and correc
Sto= the_'beat of our knowledge and belief as surveyed and platted under our '.
i"diregtion in July, 1987. We further certify that this survey complies with
the' Minimum Technical Standards for Land Surveying in the State of Florida;'
Chapter 472, of Florida Statutes.
A. R. TOUSSAINT & ASSOCIATES INC.
LAND SURVEYORS
620 N.E. : 126 Street, North Miami, Florida
y:
C V. Pres.
HOWA1 D C. GAMBLE
Registered Land Surveyor No. 1683
State of Florida
CERTIFIED TO: STEVEN T.
CARTERET SAVINGS P.A. 01AND ITS SUCCESSORS OR ASSIGNS
M AND M TITLE COMPANY
ORDER NO. 9502
Revised this 29th day of September, 1989 . to up -date Sketch of Survey.
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CERTIFIED TO: ATICO SAVINGS BANK & ATTORNEYS TITLE INSURANCE FUND INC.
ied this 14th day of April, 1988 to include Sheet No. 2
14- t3 Is to S 7
ORDER NO. 8872 DATE: July 29, 1987
FIELD BOOK #350, Pages 1,2 SCALE: As shown
SURVEY of the East 1/2 of Lot 19, all of Lots 20, 21 and 22, and the West
10 feet of Lot 23, Block 20, of "AMENDED PLAT OF MIAMI SHORES, SECTION
NO. 1 ", according to the Plat thereof recorded in Plat Book 10 at Page 70
of the Public Records of Dade County, Florida, being situated in the Village
of Miami Shores.
WE HEREBY:'CERTIFY: that the attached SKETCH OF SURVEY is true and correct
to the best of our knowledge and belief as surveyed and platted under our
direction in July, 1987. We further certify that this survey complies with
the Minimum Technical Standards for Land Surveying in the State of Florida,
Chapter 472, of Florida Statutes.
A. R. TOUSSAINT & ASSOCIATES INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
t , C V. Pres.
HOWARD C. GAMBLE
Registered Land Surveyor No. 1683
State of Florida
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GENERAL NOTES
ALL POOL GUNITE OR CONCRETE SHALL ATTAIN 3000
PSI COMPRESSIVE STRENGTH WITHIN 28 DAYS.
2. REINFORCING SHALL BE NEW BILLET STEEL
CONFORMING TO ASTM A615, GRADE 60.
3. ALL PIPING SHALL BE PVC SCHEDULE 40, APPROVED
FOR USE IN POTABLE WATER.
4. INSTALLATION OF LIGHTS, JUNCTION BOXES,
GROUNDS, ETC. SHALL BE IN ACCORDANCE WITH TH8
REQUIREMENTS OF SECTION 680 OF THE NATIONAL
ELCTRICAL CODE.
5. THE OWNER SHALL FURNISH ADEQUATE ELECTRICAL
SERVICE FOR THE OPERATION OF THE MOTORS,
LIGHTS, ETC. THE OWNER SHALL PROVIDE A
DISCONNECT SWITCH AT THE POOL EQUIPMENT
LOCATION IF IT IS NOT WITHIN 50 FEET OF THE
FUSED SWITCH SERVICE POINT.
6. THE POOL PUMP MOTOR, LIGHT, HANDRAILS AND
LADDER OR GRAB RAILS SHALL BE BONDED TO THE
POOL STEEL WITH A t8 SOLID COPPER WIRE.
THE OWNER SHALL BE RESPONSIBLE FOR INSURING
AGAINST THE ACCESS OF UNAUTHORIZED PERSONS TO
THE POOL AREA BY THE INSTALLATION OF AN
APPROVED BARRIER. THE BARRIER MAY BE A WALL,
FENCE, OR SCREEN ENCLOSURE.
ON SITE INSPECTION INDICATES SAND AND ROCK
WITH A PRESUMED BEARING CAPACITY OF 2000 15? .
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF
OTHER CONDITIONS ARE ENCOUNTERED
9. ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI
COMPRESSIVE STRENGTH WITHIN 28 DAYS.
10. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE
WITH SFBC SECTION 5004.3.
11. THE OWNER AND CONTRACTOR WILL BE RESPONSIBLE
FOR THE COMPLETE CONSTRUCTION SUPERVISION.
ENGINEERS SUPERVISION IS NOT IN THE SCOPE OF
THIS PROJECT.
TOP OF POOL WALL ELEV.
LESS POOL DEPTH
ELEV. AT MAIN DRAIN
FLOOD CRITERIA
LESS M.D. ELEVATION
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ER ENGINEERING ASSOCIATES INC.
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