HomeMy WebLinkAbout3786 Orlando Dr 23874 Seminole FordFL0111UA ENE► UY IvFFICIEIICY CODE_ Ntl HUILUIII0 COILS 1 T1UC 110t1
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OWNEII_ JUFIISUIC11011 NO,:
BUILDINCI.
Conr.tolo )flock Siruclulo (CUS
Wood home
Undnt Alllc Un-dly
Singlo Assembly
Ulbot ----------='- -
IFOIIMATIOIJ
U VALUE
Iblel
Iofal Candllloned I loot At on
Concrola Ovor Uncondlllunod Space
Wood Over Ihtcondllloned
Space
Slab off (trade
(,tear Slagle Glaze
Clear Uoubla Glaze
Ifni Singla (3lazo
Ihll Double Glaze
b
SI:yIIS1I,ls
Olhor
Molal
Insulalod
C, o
R
011 ter---------�
Iblal l Ighling Wallago ..........
Iblal Condillonod I loon
AtaaIntlII) ...........................................
l Ighlhlg Uudgol Maxlnitan
IIEI A11EA
(Scjuole 1-toll
Walls/sq. It.
__--- -- -- - =------..------- - SYS1f41s IIIFOt1MAT1011-------- ---- �.
AIR CUI IUI I IONEII EF I ICIEI ICY (EEI1 8. 0 ) of (SEEI1 _ ) or (Cut, )
IEAI IIIG SYS I EM 1 YPE S I I►IP 9 I IEAI PUMP I J UAS LI OIL LI SOLAN L)
IEA11110 SYSI EIA EF FICIEIICY-- - - --UOP- T — of EFF ICIEIICY = :/. (Steady-state)- _-
I IUI y`JAIEII SYS I EM I YI'E - ELEC I IIICt�,_I!EA! !tECUVE3IY IJ UAS L) DILL) SOLAII I_j -
11e vial) AnoNablo � 3 � ___ Ila wall Ac:lua) .... _...: z II Conq lyktg under Ille proveslnne of S. 502.1, artful Ulu combined lie
lie toolkefling Allowable - .�_� _ U. tool/telling Actual _-'d 7 values for Ilia orlllte onvolope 111 this sectloll.
Ua flout Allowable ----• 3 0 - U, Ilcxu AcI lal [ -Ue onvolope Allovrablo • Z 4' Ue onvolope Acluol • l k
') I IV wall Allowable ___. -_ _� S _ -__-_ O I 1 V wall Actual __.--Z U'-_----�--- - _ -
r- _.-
-U 11 V toot/coiling Allowable _ - - -_ - ^- 01 IV ►ool/cefling Actual -- • g
In ettmdance wllh Secarn 551.907 L9 .`1 hn+ohy'rodlty I1,61 Ihe�e+.l Ilevtow of file plans End fpoclacatkmf wvoiod by Ihle ududahon Indlcnle cony
spoclacutlona cova+ed by thla afa 1 11 wllll the f 1 Na Eunpy pltance v.hh o+e f ludda Enmgy Code. balote caul+tr_lio+r la co+rplolwl, U+b
Ccxle. bullding Y41 be 6npecced for wngdlatKe Icl sccutdance will, SocUocl 553 We F.8.
0MIENAGUIC - __-•—_ _--------e%��J Lt! ! nl.111WHO CXFICIAI.:_ _
UAIE:
UAIE: --- -- —
I
'
MODEL
' f .•
I•IANUFACTUREI; SnA C
MODE!. S NI -7 U i
FLORIDA
ENERGY EFFICIENCY BUILDING CODE2U'1 HER THAN "R" BUILDING
414 z
0
rr-O
_ .
I, Gross Wall AUW
Net Wall AVI
UW =
.O�
I' Glass AG
- _ /. .�Z'k UC,
1.13
Doors AD
UD -
. S6
Gross PUUf
i AOR
�dry U =
U R
O
Gross Floor AOF
= UOF
Gross Envelope Ao
= AOW + AOR AOF / ;
+ M - Z 8 7 9
�. = A U (A ' UU ) } (All UD)
Wall UUW .W W) + ( U_ .
{ Aoc,r
0/1
Wall U UW
Envelope Allowable UU
.30 (AOF) 6(A W)+ lU(AOR)
=.
I I
_
Ao)yz.
DI013
-
E3 7 - r
Envelope Allowable UU
Envelope Actual UU = (U(A,fAOS.I)
-I- (UOR AOR) + (UUF AOF)
�
Ao
k
Envelope Actual Uo
_
r� ?�� .I .�4 �3'
,T S /0/ 3) "�' �07 C� �)
Wall OTTV = (UW AW TDEG) + (AG S.F SC) + (UG AG OT)
AUW .
�r
_� 13q)�I S��
z 84
K' Wall U1
i
- - 1.13
4 t 1 I )
- 29 .0
j -Water Heater Eff. - 11.0 Watts/Ft.2
.1 -Shower beads = 3 GPM "tax .
Public lavatories' (hot water = . 5 6PM �slth 1lU°F max.)
1 - envelope shall be sealed
All penetrat:iotis through building
-All connections between roof and wall, acid wall and floor shall be
sealed with caulking compound or equivalent.
o\
SIZING:
GENERAL
NOTES:
PLUMBING
NOTES:
ELECTRICAL
PANEL
A
PIER TO
U
STEEL BEAM
C
WIDTH
MODULE EDGE
SPACING
13`- 8"
34 1 /4"
9 5 1 /2"
11'-8"
32 1 /4"
75 1 /2„
10'-0"
22 1 /4"
75 1 /2
1.
HANDICAP ACCESS TO BUILDING IS FIELD BUILT AND SUBJECT TO
1.
TOILETS TO BE ELONGATED WITH 'NON -ABSORBENT OPEN FRONT
PANEL
"A"
PANEL "B"
•
=
2.
3.,
4.
5.
6.
7.
8.
9.
10.
LOCAL CODES.
CUSTOMER ASSUMES ALL RESPONSIBILITY FOR .DRINKING WATER
FACILITIES, WHEN NOT SHOWN ON FLOOR PLAN.
MINIMUM CORRIDOR WIDTH 15 44 INCHES.
MINIMUM CORRIDOR INTERIOR FINISH IS CLASS B (GYPSUM).
ALL WINDOWS WITHIN 12 INCHES OF DOORS, AND ALL GLASS IN
DOORS SHALL BE SAFETY OR TEMPERED GLASS. '
CLOSET LIGHTS SHALL BE 18 INCHES MINIMUM FROM SHELVES IN
ALL DIRECTIONS.
-.INTERIOR DOORS SHALL BE UNDERCUT 1-1/2 INCHES A.F.F. FOR
AIR .RETURN.
ALL SUPPLY AIR REGISTERS SHALL BE 6 INCHES x 10 INCHES
ADJUSTABLE, WITH 8 INCHES x 16 INCHES (OUTSIDE) x 5/8 INCH
OVERHEAD FIBERGLASS DUCT.
PORTABLE FIRE EXTINGUISHER INSTALLED BY OTHERS PER NFPA J0, ,'
AND SUBJECT, TO LOCAL..:CODE INSPECTION.
ALL STEEL STRAPS REFERENCED ON FLOOR 'PLAN, SHALL BE 1-1/2
INCH x 30 GA. WITH 7- ' 16 GA. x 7/16 INCH CROWN x 1 INCH
SEATS.
2, RESTROOM WALLS TO BE COVEREDWITH A NON -ABSORBENT
MATERIAL TO A MINIMUM HEIGHT OF 48 INCHES A.F.F.
3. RESTROOM VENT FANS SHALL .PROVIDE 2 CFM MINIMUM PER
SQUARE FOOT OF RESTROOM FLOOR AREA.
FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES.
4. ALL PLUMBING_
5. WATER HEATER'SHALL HAVE SAFETY PAN WITH 1 INCH DRAIN TO
EXTERIOR, T&P RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A
SHUT-OFF VALVE WITHIN 3 FEET ON THE COLD WATER SUPPLY LINE.
6. WATER SUPPLY LINES SHALL BE PVC (COLD) AND CPVC (HOT), DRAIN
LINES SHALL BE ABS OR PVC - DWV.
7. WHEN POLYBUTYLENE SUPPLY LINES ARE INSTALLED, THE MAXIMUM
WATER HEATER TEMPERATURE SETTING IS 180' F.
•-
DESCRIPTION
KVA
DESCRIPTION KVA
- '
-
EXTMOR ��wALL
r
j'-. f3UlL0/NG T/�' DOWN SITAPS
ALONG EXTE/�/OR S/DEWALLS
`� AT 8'-O" OR /(' O"C/Y9CAL)
GENERAL LIGHTING
.0035 KW/SF X435SF
X 1.25=
S RECEPTS 0
180VA/1000=
WATER HEATER
1.9 KW X 1.25=
=FANS ®.3KW
X 1,25=
HVAC
OTHER
TOTAI �`�'
,TOTAL/240 X 1000=
INSTALL /�o AMP
120 240 V 1
/
�' 9
z'�
10.5
, �2.9
PANEL
GENERAL LIGHTING
.0035 KW/SF X 499SF
X 1.25= 2.2
13 RECEPTS 0
180VA/1000= 2.3
WATER HEATER Z 4
1.9 KW X 1.25=
FANS 0.3KW
X 1.25= '4
/o. 5
HVAC
OTHER _
TOTAL / 7.3
TOTAL/240 X 1000= 74•Z
INSTALL /2 AMP PANEL
120/240 V 1
FL; HANDICAPPED ACCESSIBILT`! NOTES:
I
1.
2.
3.
ACCESSIBLE WATER CLOSETS SHALL BE 20 INCHES IN HEIGHT TO
THE TOP OF THE TOILET SEAT.
WATER CLOSET `GRAB BARS SHALL BE 1-1/2 INCHES IN DIAMETER..
WITH A 1-1/2 INCH CLEAR SPACE BETWEEN T-IE WALL AND BAR.
AND MOUNTED 33 INCHES ABOVE THE FLOOR.
ACCESSIBLE URINALS SHALL BE STALL TYPE OR WALL HUNG WITH
AN ELONGATED RIM AT MAXIMUM OF 19 INCHES ABOVE THE FLOOR.
STAPLES EACH END OF STRAP, OR EQUIVALENT, FROM RIDGE
BEAM TO COLUMN, AND COLUMN TO FLOOR.
11. THE MAIN ELECTRICAL :PANEL AND FEEDERS ARE SITE INSTALLED-
AND SUBJECT'TO LOCAL CODE APPROVAL '`
"
l
SECTION A - A
ELECTRICAL SCHEDULE
CIRCUIT
NOMENCLATURE
BREAKER
_(AMPS)
CU.WIRE .
A-0 -dZ
HVAC
SIZE PER MFG SPECS
8_3 -
W H
20 A TP
12-2 NM.
6A , `B
LIGH
15 A
14-2 NM.
3,4,SA'4,5�6
RECEPTACLES
20 A
12-2 NM.
SPACE MASTER MANUFACTURING, INC.
i
TAVARES, FLORIDA
2804 COUNTY ROAD 561 TAVARES, FL 32778
NOTES:
-
NOTES:
NOTES:
1.'
FOUNDATION PLAN IS SHOWN AS A 'TYPICAL STANDARD FOR
REFERENCE ONLY. FOUNDATION PLAN ABOVE INDICATES
MINIMUM PIER REQUIREMENTS TO RESIST GRAVITY LOADS.
„ " " "
5 ALL PIERS . SHALL BE 8 x8 x16 CONCRETE BLOCKS ON 16 x16
SOLID CONCRETE FOOTING, EXCEPT AS OTHERWISE NOTED ON
FOUNDATION PLAN. DEPTH AND THICKNESS OF FOOTING SHALL
POINT -A- LOCATE PIERS UNDER
8. STARTING AT REFERENCE R
MARRIAGE WALL CENTERLINE AT- NONE - SEE DQAk//NG ABOYC FO
SUPPORT71OH
SUPPORT LOCAS
1627 SOUTH 'MYRTLE � AVENUE'
CLEARWATER, FLORIDA 33516
FOUNDATION CONSTRUCTION AND INSTALLAT10N
IS SUBJECT TO LOCAL CODES AND INSPECTION.
BE PER LOCAL 'CODE REQUIREMENTS.
DATE: /2-2O-eg
REVISIONS:
DIMENSIONS GIVEN ARE TO CENTERLINE OF PIERS.
SCALE: /YTS
2. ;
-
TIE -DOWN STRAPS TO BE 1 1/4" x .035" GALVANIZED STEEL
QQS-781-H TYPE-1 FINISH-B GRADE-1. TIE -DOWN STRAPS
AND CONNECTING HARDWARE TO HAVE 4,725# MINIMUM
ULTIMATE CAPACITY.
6. MINIMUM SOIL BEARING CAPACITY 3,000 .PSF. CONCRETE
COMPRESSIVE STRENGTH 2,50.0 PSI, AT 28 DAYS.
7. FRAME 71EDOWNS AND UPLIFT WIND ANCHORAGE SITE INSTALLED
SMM-/7064/6 r
SHEET
20F3
JOB N0.
3, MINUTE MAN ANCHORS TO HAVE 6,200# ULTIMA fE CAPACITY.
PER LOCAL CODE .REQUIREMENTS.
4.
THE FIRST TIE -DOWN STRAP FROM ENDWALLS SHALL NOT
FOU/VD13 T/ON FLAB
1578- G4Z
°
EXCEED 1 /2 THE MAXIMUM SPACING INDICATED.
,
r
FULL LENGTH FILLET WELDS ONE SIDE OF ALL FLANGES & WEBS. 1 1/2' FOR 10'& 12' WIDE . UNITS
` 2" FOR 14` WIDE UNITS
r 12 GA. OUTRIGGERS to p
� Z
2" FOR 10'&12' WIDE UNI
3' FOR 14' WIDE UNITS �� 7' FOR 1OW2' WIDE UNITS
9' FOR 14' WIDE UNITS
22" FOR 10' WIDE UNITS 1 1/2" FOR 10'&d2' WIDE UNITS SIDEWALL
32' FOR 12' WIDE UNITS
34 FOR 14' WIDE UNITS I Z" FOR 14' WIDE UNITS
�.1 r-
1 1/4 FOR IOW2' WIDE UNITS I I
STAGGER JOINTS 48' O.C.
1/8" FOR 14' WIDE UNITS
12 GA. CROSSMEMBERS 3/8 PLYWOOD SHEATHING TO BE 'FASTENED TO TRUSSES WITH
\ ; (TO BE LOCATED OPPOSITE OUTRIGGERS AS SHOWN) 8d NAILS AT 6' O.C. ON EDGES AND 12' O.C. IN FIELD. .
CROSSMEMBER SECTION OUTRIGGER SECTION _
NOTE: ROOF SHEATHING DETAIL
OUTRIGGERS NOT REQUIRED ON10' WIDE UNITS.
FOR 10' WIDE UNITS NOT PROVIDED WITH OUTRIGGERS
INSTALL 1•-3/8'x3" LAG SCREW WITH FLANGE CUP
INTO JOIST 16' O.C. ON OUTSIDE FLANGE OF EACH
I —BEAM IN LIEU OF LAG SPECIFICATIONS BELOW.
FASTEN RIDGE BEAM TO EACH TRUSS
6.2 FT.2 NET FREE AREA OF ATTIC VENTILATION WITH MINIMUM 6— 15 GA. STAPLES WITH 1"
TO BE PROVIDED BY GABLE AND ROOF VENTS PENETRATION INTO TRUSS KING POST
OR EQUIVALENT FASTENING.
3/8"x3" LAG SCREWS ROOF COVERT
AT 3Z" O.C. STAGGERED PLYWOOD MIN
ROOF SHEA
CEILING DUCT SEE FLOOR PLAN FOR SPECIFICATIONS
�t x
N Q
RIM MEMBER 1x3 SPF#3 MINIMUM
CRIPPLE STUDS 2x4 -.SPF#2 AT 16" O.C.
2X'HEADER PER APPROVED
STRUCTURAL PACKAGE
;o.
SILL PLATE 2x4 SPF#2
CRIPPLE STUDS 2x4 SPF#2 AT 16 O.C.
SUBFLOOR 5/8 STURD—I—FLOOR
EXP.-1 16 O.C. PLYWOOD.
AGENCY APPROVAL
(peso prin's Cr),rply with tllo'
Florida Ib4a;lu=�c}ured 'rsuilding
Act of 1979, C-onstruciion Codes
and adbure 10 '6 fQllwving
criteria:
Const. T) pa v/
Occuiarr •y g
Allowablo s ,,o.
of Floors
Wind Veloc;fy 110
Firo Ra4ing of
Ext. Walls 0
Plan NO. s 76-G4z
Allow. Floor Lund 5v —
Approval D,3ro / $8
Manuf, PRGE!►'1asrez
LISTED TRUSSES AT 16" O.C. j
NG OVER 3/8" RATED SHEATHING, LISTED ROOF TRUSS DESIGN LOADS;
IMUM EXP-1 20/0 SEE LIVE LOAD 20 PSF TOP CHORD
THING DETAIL. DEAD LOAD 6 PSF TOP. CHORD
DEAD LOAD 4 PSF BOTTOM CHORD
R— 14 INSULATION
30 GA. X 1-1/2" STEEL STRAP FROM
"
CEILING INTERIOR FINISH —�
SINGLE TOP PLATE 2x4
SPF#2 (LISTED TRUSSES
MUST BE LOCATED DIRECTLY
OVER WALL STUDS)
TYPICAL WINDOW, SEE FLOOR
PLAN FOR SPECIFICATIONS p
aD �
MODULE CO
37 3/4"
47 3/4 " FOR 14' WMD
v,ViTS 75 1 /2"
9 5 1 /Z " FOR /4'
WIVE UN/T1
48" TYP.
T&G JOINT
ROUT OFF EXCESS
FLOOR SHEATHING
(TYPICAL)
TRUSS TO WALL STUD ® 16 O.C. WITH
7— 16 GA. X 1" STAPLES PER -STRAP
END. (TYPICAL SIDEWALLS)
EXTERIOR WALL STUDS 2x4 SPF#2
AT 16" O.C.
EXTERIOR WALL FINISH
R— I I INSULATION
30 GA. X 1-1/2" STEEL STRAP FROM
WALL STUD TO FLOOR JOIST AT OPENING
STUDS AND 16" O.C. WITH 7— 16 GA. X 1"
STAPLES PER STRAP END.
(TYPICAL SIDEWALLS & ENDWALLS)
RIM JOIST 2x6 SPF#2
BOTTOM PLATE 2x4 SPF#3
FLOOR JOISTS 2x6 SPF#2 AT 16
O.C.
2- 3/8" x 2-1/2' LAG SCREWS THROUGH
1
— R— 7 INSULATION I.
FLANGE INTO JOIST AT EACH OUTRIGGER
}
(TYPICAL)
3/8" X 3" LAG
SCREWS
i0 I —BEAM
PRESSURE ;TREATED
..
OUTRIGGER AND CROSSMEMBER
;` STAGGE2E0 AT 3Z"O,C.
SILL PLATE (TYPICAL)
:'
- ALL STEEL A-36
SPACING 48"O.C. MAXIMUM ,, '
,s
' TYPICAL I —BEAM PIER ,,
(MINIMUM)
ON: 2LAYERS 23/32, x24 RATED SHEATHING,
RIDGE BEAM CONSTRUCTION:
PLYWOOD, EXPOSURE 1, 48 24 EACH HALF
/
S FOUNDATION PLAN FOR PIER ORIENTATION, I —BEAM
E N E
TIE —DOWN SPACING, AND PIER SPECIFICATIONS.
NOTES:
1. PLYWOOD FACE GRAIN MUST BE PARALLEL TO THE RIDGE BEAM SPAN.
2. ALL PLYWOOD BUTT JOINTS MUST BE STAGGERED 24" MINIMUM.
SPACE MASTER MANUFACTURING,
INC.
3. ALL RIDGE BEAM PLYWOOD LAMINATIONS MUST. BE THE SAME DEPTH,THICKNE
PLYWOOD. NO LUMBER OR PLYWOOD
INTERIOR FINISH MATERIAL
EXTERIOR FINISH MATERIAL
S, FAOREDA
TAVA2ao4
FLANGES ARE PERMITTED.OF
COUNTY Ro AD561 32778
4. PLYWOOD MUST BE MANUFACTURED IN ACCORDANCE WITH EITHER
,
PSI 74, OR PSI 83.
CEILING — 3/8 INCH MINIMUM GYPSUM BOARD INSTALLED PER
1627 SOUTH MYRTLE
AVENUE
'
5. PLYWOOD. LAMINATIONS ' IN EACH HALF OF THE `UNITE MUST BE GLUE -NAILED
MANUFACTURERS SPECIFICATIONS. INSULATION SHALL
ROOF
— 30 GAUGE GALVANIZED METAL ROOF COVERING INSTALLED
:.
TO ADJACENT LAYERS IN ACCORDANCE WITH PDS SUPPLEMENT #5 WITH
BE STAPLED TO SIDES OF TRUSSES OR EQUAL FOR
PER MANUFACTURERS SPECIFICATIONS.
CLEARWATER, FLORIDA
34616
'
AN ADHESIVE COMPLYING WITH ASTM D3024, D2559, OR CA25-4.
SUPPORT. INSULATION SHALL NOT BE SUPPORTED
6. PLYWOOD MUST NOT BE TREATED WITH A FIRE RETARDANT PROCESS.
BY 3/8 INCH GYPSUM BOARD.
DATE: iz-za-aa REVISIONS:
i
MOISTURE CONTENT MUST BE LESS THAN 16%.
WALL
—
N
7. BEAMS SUPPORTED BY ENDWALL COLUMNS TO BE PROVIDED WITH
WALL - 3/8" VINYL COVERED GYP. BD. INSTALLED THROdGf10//T.
5/8" T1-11 PANEL SIDING TO EXTEND FROM TRUSS
SCALE: /TITS.
N
FULL 3-1/2" BEARING.
TOP CHORD TO BOTTOM OF FLOOR EDGE JOIST WITH
i
8. INSTALL (2X4) X 20" SPF #3 RIDGE BEAM BEARING STIFFENER; OVER
ALL EDGES SUPPORTED BY 2X4 SPF #3 LUMBER
SMM - / 703 ,9/!3
SHEET
N
SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN;,__FASTEN THE 3-1/2"
FLOOR — BLOCK TILE OR LINOLEUM IN BATHROOM AND OTHER
FASTEN SIDING WITH 10d NAILS 6" O.C. ON EDGES
DIMENSION OF TF E STIFFENER TO THE RIDGE BEAM WITH 100 GLUE COVERAGE
WET AREAS, CARPET OR LINOLEUM INSTALLED IN ALL
AND 12" O.C. IN FIELD.
JOB NO.
3 OF
AND 6— 16 GA. X 2-1/2" STAPLES.
OTHER AREAS.
CROSS SECTION___[
1578-64Z.
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4 * I SALES G;FG,cE_ ``1 m I L.IL,fT ;
f RCP- v 1 �49c 'IQ PI)
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