HomeMy WebLinkAboutBIN B-5 PERMIT 6512
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Lot 37 of liNCOLN HEIGHTS SUBDIViS:ON.
os per map or plot thereof recorded in
Plot Bool< 13, Page 113, Public Records
of Pasco County, Florida,
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Information by:
Simmons & Beall. Inc.
Surveying & Mapping
12218 U.S. 301
Dade City. Florida
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LINCOLN AVENUE
SITE PLAN
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NORTH ELEVATION
WEST ELEVATION
SCALE: 1/4" = 1'-0
SCALE: 1 / 4" = 1'-0
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SOUTH ELEVATION
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EAST ELEV A liON
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BUILDING DEPT. APPROVED~
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LiVti'<JG AREA -
STORAGE AREA -
PORCH AREA ,-
ro T,~ L
FLOOR
PLAN
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4" thick 2500 PSI Concrete Slab reinforced
w/6"x6" No, 10 W.W.M, on a 6 mil.
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FOU N DATION
PLAN
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2"X4" P.T, Southern Yel'o",
Pine Sill P1ate.
1/2.... Anchor bolt @4' o.C.
_ ",/2" Dia. ",osher starting 6"
from corners ",/6" rnin.
embedment typical,
No. 1 0 W, \V. M ,
-, 4"
thick 2500 PS: reinforced Concrete S:ab,
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/~', II >; ,: ;[. ! i :=.., -.:::1 i i=~-,l, !=-'~- 6 mil, Visqueen vapor barrier.
, . -.-1 I 1-1 ' I~-'
8" x8" X 16" -j it'" ~l . ~f=-J-=n~T~il~=- ''',__ Clean. poisoned and compacted fill.
C M U - t-~ r~'"";-''T " . . ' 1, -1
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L "'- 8"x16" Cone. Ftr. 'N/2
#5 Rebar Cont. on 3"
S E CTI 0 N A high chairs @ 6" o.c.
8" X 8" X 16" CMU
Foundation t3!ock.
,~' 6"x6"
943
64
56
1063
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SQ. FT.
SQ, ~,
SQ, n,
SQ. n,
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Bracing-{
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2-Simpson H2.5
or equrJI
connectors on
first 4 Trusses
all corners
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,/",- 2" x4" P.T, Colums tied /' ....."J,'
:L ',- - to hecder beam ~ith ~---- "-
2 -Simpson LPC4 Post
Caps or equal.
20 Year fiberg~ass-,\
shinl]les \
-;:-~~ --'" ----
/~ ------
'" oC/::;o>~~ /rfsfUJJSISJtJ
~ -- /~, ,\ - --.- - -.- -'-
_._,~~-~ ~=~----11~ I'i \~........., \,-~ Ceiling 1/2" Gypsum board
t i / \ '......u Simpson H2,5
I \ or equal
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Top plate
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'1 ,~ 1',7:'" ~ ~ ~.~ :... :;.,. - ..;~'~ -t _ /_ ~ mil. Visqueen
i P, L,., fT,T l=-,':::rn--,',::r'T..:::~l h':'11f1-"', 'vapor Borr,er
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>--1' !-'-II ,-
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r-.-t:J-~ C'.:d.,,~ and pOisoned fill.
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""'~
'-",- 2- #5 re:nforcing rod.
;5# Felt
1/2" 1- PlY plywood
sheating w/H clips.
fastened w/8D common-.....
" 6" d ......
nai,s o.c, on e (]e "
and 12" o.C, intermediate ",
Ga:...anized drip--.."
"~''''''''''
i" x2" Drip board
1" x6"
I
Spruce facia -_'
2" x4" Sub-facia-'
Aluminum soffit-J
2" x4"\,;,oll studs
installed 1 6" o.C.
Vinyl siding :nstal:ed
oller pro);er vapor barrier-
and 1/2 piy.....ood
2" x4"
p'ate
P,T, f:oor
Grade -
2" x4" Plate connected to trusses "
/
w/2-16D common nails at every-.., ,..,.
crossing. .....'..... //
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Conventlor.al framed < "
2" x6" rafters, --';, , /,/
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Grade ~
--~.. -
#5 Vertical reinforcement
at 8' o.c. and all corners
.v/grouted cells
.v/min. f5' hook into footer
and 20" into floor slab.
Pour Footer and
Cells w /2500 PSI
concrete.
/
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2" x4" Sub-Facia,-/
SCALE: 1" = 1 '-0
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roof trusses
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R-.30
// ~- insulation
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2-2")(10" S.Y.P, Header
"'/1/2" piy,,;,ood filler
over ail ",indow and
door openings, typical.
Aluminum windows w/screens
/"'- sized per drawings and
~/ instai~ed per manufacturers
specifications,
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Marble sill ;n
,//- grout bed
,"--_ R-1.3 insu:ation
/ ,r- Walls 1/2" Gypsum
board
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SECTION B
SCALE: 3/4" = 1 '-0
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PORCH GABLE DETAIL
SCALE: 1/4" = 1'-0
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Bracing
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1-Simpson H3
connector
or equal
typical
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Around entire
perimeter of
house
- 2:J-
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~- 2"X4" Sub-Facia
ROOF FRAMING PLAN
SCALE: 1 / 4" = 1'-0
DOOR
SCHEDULE
MK
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@
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@
Size
Frame
Type
SCED
Hardware
3/0x6/8x1 3/4
3/0x6/8x1 3/4
2/8x6/8xl 3/4
2-2'X6/8X1 3/4
NOT USED
1 /6x6/8x 1 3/4
3/0x6/8x 1 3/4
3/0x6/8x 1 3/4
PRE-HUNG
ENTRANCE LOCK-SET
PHCD
PRE-HUNG
PRE-HUNG
PRIVACY OR BATH LOCK-SET
PHCD
PRIVACY LOCK -SET
N/A
BF
PRE-HUNG
PHLD
CLOSET -SET
PRE-HUNG
SCMD
ENTRANCE LOCK-SET
PRE-HUNG
SCMW
ENTRANCE LOCK-SET
DOOR LEGEND
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Solid core exterior prehung metal door w/window and screen.
6 Panel solid core exterior prehung metal door.
Pre-hung Hollow Core Panel Door.
Bi-Fold metal or wood closet door,
Solid core exterior prehung metal door.
Pre-hung Louvered Door,
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PLUMBING FIXTURES(PF) I
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T i ! BRiGGS TOILET AND LINES i
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TUB: · TUB/SHOWER ENCLOSURE w/TUB AND SHOWER FAUCET I
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vs i i 19" VANITY' SiNK w/FAUCET I
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KS ! I 22GA. DOUBLE BOWL STAINLESS STEEL SINK w/FAUCET :
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WH i I 30 GAL. 2000 W 240V 1~ WATER HEATER
BUILDING CONSTRUCTION NOTES
1. This sing~e family d",elling is to SBC type construction requirements. Construction
shal! comply with local County and state agencies.
2. All openings around Nalls. partitions, pipes, ducts, conduits etc., shall be sealed fully
and sound proofed with sealants of type for application.
.3. Painting.. All surfaces shall be properly prepared and cured to manufacturer's
instruction prior to painting. Paint shall be "first line" produced by PORTER, SHERWIN
'NILLlAMS, or equal with colors se:ected by the owner. All painted surfaces I
shall be pointed with materials appropriate for the application in a ",orkmanship manneri
to the paint manufacturer's instruction. '
'''t, Caulk 011 exposed joints. C1ean, prime, caulk and seal all joints between door and
.....indow frames with DOW CORNI~JG silicon of type for application. Use foam back-up
rods as required at wide joints. Use accoustical foam sealants by DAP or TREMCO at
sound proofing applications at openings or cracks.
5. Regular GYPSUM wall board and ceiling sheets, 1/2" thick to ASTM C36 requirements
with all construction ....ork to GA 600 and GA 216 on all interior ceiling surfaces.
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i ROOM FINISH SCHEDULE :
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i AREA I fLOOR BASE WALLS Ceiling Ct. Ht.
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, 8 i.h i V J 1/4* CB Smooth finish drywall Finish Spanish Lace 8'-0
L.- ___a. . ~oom__ _' ---f------- q)nted, primer and finish _ coat~. e~inted, primer and finish coots _.-_ I
I ~'/ T /S 'Smooth finish moish..re resistant 8'-0---'
~~~u..~~~_~hoNer+-~/^-! ~.~__ t--~- hONe~nCloSI.,re___~~~r:n~nd f!~is~~OQL
l Bdl. F tJ1/4* CB I a.p. finish Finish Spanish Lace 8'-0
, _...___=_ rooms _ T__+.::'__,~.L-painted~ primer and finish COQts Qinted, primer and finish coots
, . . B i / * I a.p. finish Finish SpaniSh Lace 8'-0
~. UVlng3oo~ ~--~'-~-~~~GPO,in ted, p~m!!.~~~i.!!'~coats ointed, prim~~d finish COQts .____
L'. \ I, / * CB Smooth finish drywall Finish SpQnish Lace 8'-0
__ Krt~en___, ~..2 1 4 pa~nted, .J>!imer and finish coats pointed, prim~r and finish coots
V means Vinyl One piece flooring.
CB meons Colonial Bose Tf' meons trowell finish concrete reody for carpet
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FIXTURE SCHEDULE
MFG.
CATALOG NUMBER
PROGRESS P 6414-30TG
PROGRESS P 7153
PROGRESS P 4602
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100W/Al 9
2-F30T8/CW
2-60W/A19
Fixtures to be approved by owner and contractor.
SEWER RISER
NTS
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REMARKS
Meter
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Main Breaker
LOAD SUMMARY
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GENERAL LIGHTING
1063 Sq. Ft. @ 3 Watts per Sq. Ft.
SMALL APPLIANCE LOAD
2-20A ckts @ 1.5 ea. =
LAUNDRY
RANGE
DRYER
WATER HEATER
---~
TOTAL
First 10 kW @ 100% =
Remainder at 40% (15,2 kW x .4) =
HEATING
10000 kW =
TOTAL CALCULATED LOAD
Calculated load for service size is 26100 kW
divided by 230V = 113.5 Amps.
125A SERVICE.
125A MLO
120/240V
1~ 3 WIRE SN
125A
MB
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GROUND IN ACCORDANCE
WITH NEC 250 \
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5.0
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6.1
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METER
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(2)2.4N.2"C
TO UTILllY
TRANSFORMER
RISER
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ELECTRICAL NOTES
"-l
S - SINGLE POLE TOGGLE SWITCH
S J - SINGLE POLE J-WAY TOGGLE SWITCH
~ - DUPLEX RECEPTACLE
-e - SIMPLEX RECEPTACLE
~ - 230V RECEPTACLE
CFt - GROUND FAULT INTERRUPTER
o - UGHT FlXTURE - SEE SCHEDULE
b - DISCONNECT SWITCH
@ - SMOKE DETECTOR/WIRED IN SERIES
~ - TELEPHONE RECEPTACLE
ELECTRICAL SYMBOLS
1. All work to be done in accordance with all applicable codes and
ordinances,
2. Notify Engineer of any discreptJncies between these drawings and the
actual field conditions. Obtain clarifications from the Engineer or Owners
prior to commencing work.
3. Contractor will visit site prior to bidding, no allowances for any
extra expenses will be granted as a result of not visiting site,
4. All wire to be THHN/TH'NN Copper, minimum size 12 AWG,
5. All conduit to be EMT, minimum size 3/4".
6. All Light Fixtures to be os specified, unless approved by Engineer
or Owner.
7. Any installation conflict with other trades shall be brought to the
attention of the Engineer or Owner for clarification before proceeding,
8. Verify locations of outlets and switches,
9. This contractor shall warrant all labor and materials for one year
from date of final written acceptance.
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SPECIFICATIONS I
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PLUMBING
1 , ,
BRIEF
A.
DESCRIPTION OF WORK
A Complete waste system including but not necessarily limited to drains, venting. fixture
connections and septic system as indicated on drawings. Drawing scales prohibit the
indications of all offsets, fittings. sleeves and similar items, however, these items shall be
provided by this subcontractor at no extra cost to the owner. It is the intent that the work
shall be complete in every respect and that any material or work not specifically
mentioned or shown on the drawings but necessary to complete the work shall be
provided.
B. Hot and cold water piping systems including rough-ins, connections to trim and to water
utility service.
C. All fixtures and trim. Verify with owner.
D. A totally functioning plumbing system, tested, adjusted and placed in satisfactory
operating condition by the contractor. The system shall fit within the allotted space with
adequate clearance for servicing, operating and adjusting.
1.2 CODES, PERMITS, AND FEES
A. Standard Plumbing Code, Standard Building Code, local codes and ordinances,
B, Obtain required permits, inspections and pay required fees for the work of this Section.
1,3 WARRANTY:
A. For period of one year warrant the work specified herein against becoming unserviceable
or causing objectionable appearance resulting from either defective or nonconforming
materiol or workmanship, Defects shall include. but not be limited to noise, vibration,
rust or leaks.
1.4- SUBMITTALS
A. PRODUcr DATA: The General Contractor, within 10 days after receiving the Owners
Notice to Proceed shall SLlbmit to the Owner 5 sets of schedules. charts, literature,
manufacturers recommended installation procedure and illustrations to indicate the
performance. fabrication procedures. product variations and accessories on the submitted
items.
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GENERAL PROViSIONS FOR PLUMBING WORK.
A. The drawings are to be considered diagrammatic and indicate the general arrangement of
the work and systems. ,Refer to building drawings to verify exact space locations and
space conditions.
B. Without additional cost to the owner, provide such other labor and materials as are
required to complete the work of this Section in accordance with the requirements of
governmental agencies having jurisdiction, regardless of whether such materials and
associated lobor are called for elsewhere in these.. Contract Documents. .
C, Layout work and set sleeves so there shall be minimum of cutting. drilling and patching.
D. This contractor shall do ail excavation and backfill required for the installation of his
'....ork,
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HVAC SPECIFIC~,TIONS AND NOTES
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1. INSTALL ALL SYSTEMS NEATLY IN A COMPLETELY OPERABLE CONDITION. COMPLY WITH CURRENT LOCAL CODES, THE
FLORIDA ENERGY CODE AND THE SOUTHERN STANDARD BUILDING AND FIRE CODES. USE NO PRODUCTS CONTAJNING
A::'bt.::, I v.) iN THIS PROJECT.
2, PAY FOR AND POST THE PROPER PERMITS FOR THE WORK BEING DONE.
3, GUARANTEE ALL WORK. EQUIPMENT AND MATERIALS TO ONE YEAR AFTER THE PROJECT SUBSTANTIAL COMPLETION DATE.
GUARANTEE ALL COMPRESSORS A roTAL OF 5 YEARS FROM THE SAME PROJECT SUBSTANTIAL COMPLETION DATE.
4. PROVIDE AND INSTALL THE INDICATED EQUIPMENT WITH ACCESSORIES. EQUIPMENT CONTROLS. CONTROL WIRING, MOTOR
STARTERS AND RELAYS AS REQUIRED FOR PROPER OPERATION. PROVIDE ALL TOOLS AND EQUIPMENT, INCLUDING ANY
NEEDED SCAFFOLDING. TO COMPLETE THE JOB,
6. DUCTS; ALL DUCT SIZES ARE GIVEN BY CLEAR INSIDE DIMENSIONS. MATERIALS SHALL BE UL LISTED 181, CLASS 1
COMPLYING WITH NFPA STANDARD 901A. NO PRODUCTS CONTAINING ASBESTOS SHALL BE USED ANYWHERE IN THE
PROJECT. SUPPLY DUCT TRANSITIONS SHALL BE NO MORE ABRUPT THAN 1 INCH IN 5 INCHES OF RUN. INSTALL TURN
VANES SPACED :3 INCHES ON CENTERS AT ALL 90 DEGREE AIR TURNS.
7. PLENUMS ABOVE THE GRILLES SHALL BE INSULATED USING 1 1/2 INCH THICK FIBER-GLASS WITH VAPOR BARRIER.
GRILLE PLENUMS SHALL BE A MINIMUM OF 5 INCHES DEEP TO ALLOW FREE AIRFLOW TO ALL PARTS OF THE GRILLE.
11, COORDINATE FOR THE ELECTRICAL CONTRACTOR TO PROVIDE PROPER EQUIPMENT POWER, FUSE AND DISCONNECT
PROTECTION AND CONTROL WIRE CONDUIT.
12. GIVE THE OWNER COMPLETE VERBAL AND WRlnEN INSTRUCTIONS ON EQUIPMENT OPERATION AND NECESSARY GENERAL
MAINTENANCE. POST AN ADDITIONAL SETS OF INFORMATION AND MAINTENANCE DATA IN A SAFE DRY LOCATION NEAR
EACH SYSTEMS RESPECTIVE AIR HANDLER. UNLESS OTHERWISE DIRECTED.
14. REFRIGERANT LINES SHALL BE lYPE L NEW CLEAN COPPER. WHERE ARMAFLEX INSULATION IS CALLED FOR, IT SHALL
BE SLIPPED OVER THE LINE, NOT sLlr LENGTHWISE AND RE-GLUED. WHERE PIPING PASSES UNDER SLAB FLOORS OR
WALKS, CHASES ARE REQUIRED. THE CHASES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC. WHERE PIPES PASS
THROUGH EXTERIOR WALLS, A SCHEDULE 40 PVC WALL SLEE.VE SHALL SURROUND THE PIPES. SEALING EXPANSION FOAM
SHALL BE USED TO SEAL BETWEEN PIPES AND THEIR CHASES/WALL SLEE.VES AT EACH END.
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