HomeMy WebLinkAboutBIN A-5 PERMIT 3615
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;- MIl'( NAiliNG FOR O'tERHANG AND EDGE: PANELS
! SHALL BE led AT 6' 0 C ~A'/,
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MII\ NAILING fOR INTERIOR PANELS
4'X4' OR lESS SHALL BE lad AT 6' 0 C
VIto( NAILING FOR I~TERIOR PANELS
4'X8' SHALL BE H~d AT 6' 0 C, AT
EDGES AN.D '2' 0 CAT IN.THIOR
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Mtl'( NAiliNG FOR RIDGE PANELS
SHALL BEIGd AT 6'0 C
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kOTf USE 2;(4 BLOCKIKG
EA SIDE OF RIDGE VENT
TOENAIL (fITH 3-16d fA Et'{D
NI~D LOADS j
~"IN WINe SPEED Ill} MPH
I~,~PORTAN.C E FACTOR 1 e
E,(POSURE B
MAX OVERHANG LOAD -323- END lON.E
V.AX OVERHAN.G LOAD -25 3 AT INTERIOR
MAX UPLIFT -231 FOR ALL OTHER PORTIONS
STANDARD TRUSS UPLiFT 10 X 23,1=231/)(2=462
+ O'{ERHANG (fIU2 X 25 3=lal 21 TOTAL ::56321
use: SiMPSON f-AETA12 WITH r-10d t 15'
GIRDE.R TRUSS 4 5')(1EfX2J 1:1039.5+ OVERHANG
4 5'X2'X253=227 T TOTAL \26"r 2
SIMPSON ~ETA 14 ~ITH 9-10d J<15' OR IF
DOUBLE TRUSS uSE META 10 WITH r-16d
HIP T[(vSS 3'10')()'10'X23 1=3391 +
OVERHAr\G U2X32 3=12921 TOTAL
468 21
USE SiMPSON. \.AET A 12 WITH r -10d 'I. 15'
,JAC( TRuSSES uSE SI~-APSON '-AET A \2
NITH '-10d x \ 5'
DOOR LOAOS 3'0' xr0'X272:Sr1 21
mNDON LOAD 3'~4')(2l6=283 21
ROOF FRAMING
PLAN
SCALE 3/16':1'9'
LOUVER '{ENT
SHINGLE: ROOFING
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SCORED
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SCALE: .3/16'=11-0'
LOU'H:R 'tENT
SHINGLE ROOFING
- - - - - - - -;;-; - --:~:-- - - --===~~
STUCCO I
WINDOt/-
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PRECAST SILL
REAR
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SCALE 3/16'=1'-0'
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./" RIDGE VENT
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/--- SHINGLE: ROOfiNG
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siT 13- ;/\.yW 1- "t / c'P7
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STORAGE TIPE S
CONSTRUCTION TiPE If UNSPRIN~LED
ALLOWA8LE AREA 16eee SO FT
ACTUAL AREA 1120 SO F r
UNHEATED AND UN-AIR CONDITIONED
DRAFT STOP ~OT REOUIRED (LESS THAN 3eee SO FTl
TOilETS AVAILABLE AT ADJACENT POOL HOUSE
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DENOTES 115 8AR iN I _ _ _ _ _,
CONC FILL.ED CELL I I
FROM FOOTING TO I I
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~ THICKENED EDGE FO HiNG : :
I SEE WALL SECTION I:
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_ _ _ _ _ I CON.e SLAB WITH 6X6 I :
I I lalla WWF R FIBERMESH I I
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1 : TROfiELED FINISH WITH : \
I I CUREI SEA I HARONER ~ I I
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I I 2' DEEP SAt/CUT I I
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I -- r----~-__ 4' THICK REINFORCED I :
I I CO~C $1 UiAU:: WITH I I
'~ : (3 x 8 T Hi ( KEN E. D f D GEl I
:~ I SIDEWAl TO HAVE BROOV. I I
1\1) I FIN ISH W THe U RE:I S E:A LI : ' I
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TO STREET SIDEWALl( SHALL SE:
LEYEL WITH STREET MiD SHALL
SLOPE UP NO GREATER THAN
1)2 PITCH
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OPENING SCHEDULE
A- 3'-e'X7'-e'XI-3/4' IN.SULA-ED HOLLON CORE
MET Al DOOR 2a GA filTH 2'3 GA -iOLLOW
METAL FRAME:, DOOR TO HAVE: 1-112 PAIR
45'X45' BUTTS, NRP, USP, HOL.DOPEN/STCP EQ TO
GL YN~ JOH~SON 450 SHIES,4' ALU~ THRESHOLD
WEATHERSTR,PPING, lATCHSET E) TO KWiKSET NL2eexvS26D
AND PADLOCK HASP AND S-APlE WELD HASP Ar-W STAPLE TO
DOOR MiD FRAME INSTAL L DOOR ACCORDI i'iG r 0 MFG'S
SPECIFICA TIONS FOR NINDLOAD SHOWN ON
ROOF FRAMING PLAN
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B- 3'-a"X7'.I:}'XI-J/4' INSJLATED HOLLOIV CORE:
MEHL DOOR 213 GA WITH 213 G,\ HOLLOtf
METAL FRAME DOOR TO HAVE 1-112 oAIR
4.S'X4 S' BUTTS, NRP, USP HOLDOPEN/STOP Ea TO
GL I'NN JOHNSON 450 SERIES,4' ALu~ "THRESHOLD
WEATHERSTRIPPIl\G, I.OCKSE:T fa TO KWiKStT fil.456
'/, US26D INSTA LL DOOR ACCORDING TO MFG S
SPECIFICA TIONS FOR NINDLvAD SHOWN 010(
ROOF FRAMING PLAN
e- WINDOW 3'.a'X4'-e' DOu8LE HUNG
ALUMINUM fllNDOW WITH BRON.ZE FINISf1
AND BRONZE fEMPERED GLASS INSTALL
IN ACCORDING NITH MFG'S INSTRuCTIONS FOR
WI~DLCAD SHOflN o,~ ROOF FRAMIKG PL.AN
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EXTERIOR PAINT SCHEDuLE
STUCCO
PREP PER SHE~WIN WILLIAMS SW-38SW-22
COATNITH Ot'{E COAT LOXON EXTERIOR ACI(I'!.iC PRIMER
131\AILS DRYl
COAT WITH TWO COATS EXTERIOR ACRHiC FLA T
( 5 ~.A I LSD R, l
EXPOSED MASONR,
PREP PER SHERWIN WI_lA'.AS 5#-585\"1-22
COA T WITH ONe: COA T LO}(CN MASONRY PRI~ER
136 MILS DRYI
COAT WITH TWO COATS ELAS-OV.ERIC COALN':;
148MILS DRn
FERROUS METAL
PREP PER SHERt/I~ WILLIA~S SSPC-SP2 OR 5f{-12
ONE: COAT ALL SURFACE E:NAMEL LATEX PR:MER
( UNLESS PRr:PRI~EDI
COATNITH TWO COATS A-lee EX7ERIO~' LATEX SAr:~
113 MilS 01<'1'1
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CODE ANAL iSIS
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~~;.~~~~.:~~::=~. .~.~..~~:.~"~.~:::.:::~._:~::~~::::::.~~~':_~.4...~~1
8'X8' PRECAST LllHELS
j WITH 115 OVER OPENINGS
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-------------------.- - - " - - --- ~:~-=-.:_--=---==~"" -_.=--.:-".:_~"==-=-.- -~..:::==-=:-::=-=--====-~---=-==--=:.~- --- ~--
HOLLOW METAL DOORS AND FRAMES - STUCCO.
PAIN TED '
RIGHT SIDE ELEVATION
SOLE 3/16'=I'-\}'
RIDGE yon
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ALL WORK SHAL
PREVAILING cOD~ScOMPLY WITll ALL
gg~~ NATIONAL Ei:f~~~DA BUILDING
F ZEPHYRHILLS OD1"\ CODE AND
;wINANCES
\LL \\ ,);\.:( S;L-'h..... '-.0,\" L Y \iITH AiL
":\E V AlLL'\G COD~S, FLORIDA BU1LD;)lC
CO:)[:, l'A 110NAL EL[CTRlC CODE At'\;
CI n OF ZEPHyrJ [LLS ORDJ}lAt'\CES
fc:{EVI\::\NEt1
NOV 1 5 2004
bw'j'--
SHINGLE ROOFING
~~~ .~=::~.~~~~-~~~~~~,,:~~~~~~-=-~=::===-~~.~_.=-=:~.~-~~::,~-~=-~-~~~~~~~===:-==~=~-=~-:~----===---_._- -
WINDOW
B
LEFT SIDE
-1
ELEV t\ TION
SCALE37i6;;'::e'--------.-------------------.
111
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STORAGE BUILDING FOR
OAK RUN APARTMENTS
OAK RUN DEVELOPMENf
ZEPHYRHILLS, FLORIDA
d-1:~
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726 TfW:EWN::e aM
EYWIXN, FL 33611.6'2:36
(813) eoo.S783
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ELECTR 1 C,H SPEC I I' I CAT IONS:
\;fNERAI. NOtas
B
All WORK SHUL BE t'rKFOflMED III STIUeT ACCORDANCE WITH ALL
RUIE.S ANt> REGULATIONS Of LOCAL OOVERIIING AOENCIES. LOCAL
IITI1.ITY f:OI-IPANlfS. ANn Till' NATIONAL FLECTRIC CODF-, I.AU:ST
r'/J I l' I ON,
2,
OHTA!N AI.I, Pr'KHITS, PI,AN REVIEWS ANn INSPECTIONS FROH AUTHOR-
ITY HAVING JURISDlrTION.
"
All. w\lRKMANSH I P ANIl MATER I AI,. EXCEPT LAMPS. SHALL BE WAR-
RAN1FD 1'0 RF FRfF FROM nEF[CT~ FOR A PERIOn OF ONE Y~AR fROM
TH~: DAn: iW Sl'lISfANflAI. rOMillJo:'rION. I.AMPS SHALL BE WAR-
RAN'1I(i) FIIR ,4 Pr:RIOll I!FIHIRlY DAYS ONLY.
c
4 ,
C()(IHIJINAH ALl WOHK WITH THAr 01" OTHER TRADES, GENERAL CON-
TRACTOR SHALL KESOI.VF SPACE CONFLICTS.
5,
REVIEW Al.1. F:(~UrPMPH SIIBHlnALs PRIOR TO INSTALLATION. VER-
II'Y LOCATION, SIZF:AND TYPE Of' CONNECTIONS, COORDINATE DE-
TAILs ()f ~QIIfP!oHxr AND rON,~~ct\ONS WITtl SUPPLHR AND IN-
STAL/FR.
D
HHERIALS
1, AI,I. HA'IEklAI,S SHAll. fn' NEW ANO BEAR A U,L. LABEL,
E
9, INTERIOR CONnlllTS SHALl BE [WI:. fITTINGS SHALL BE STEEL, SET-
SCR.W, FNT CONrJlI IT HAY AF: USE,D I F APPROVED BY TH.; AUTHORITY
HAVING JURISDICTION,
9, li~n:Rr()H EHOSF:D CONlil'lTS SHALL BE RIGID GALVA.NllED CONDUIT,
I () IINIWRGflOUNn CONn!11 TS SIlAIL A€ SrHEnUl.l': 40 PVC,
F
1 \. BOXES SH,UL 8E GAlVANlZEn SHn, NON-GANGABLE. WITH COMBnI.A-
TION KNO('KOIITS OR NON-MF'TALIC, IF APPROV!D BY THI': AUTHORITY
HAVINe; ,1t!RI,NDI('TIr'N,
12, ('ONllIl('TOkS SHAll. IIF ('''PI'FR, 600V., 15 nEGREE C, UNLESS OlHF,R-
WIS.: NIIHI). '12 MINIHUH,
1:1, flF.vrn:s SHAlL 81': INHRHEf1IATF. GR~DE. IVORY COLOR.
G
14 ' HEe'lR 1 C PANELS SHA LL BE LO,~ D-CENTER-TYPE WI TH GROUN D BUS.
UNLESS OTHERWISE- NOTED.
15,
SAfETY 51' ITCH ES SHA l. L BE GENI!R.4L- DUTY WI TH GROUND LUGS, RE-
JECTION ClIPS SHAr,L 8E IN SERYICr ENTRAIIcr SWITCHES,
HETHODS
~~
16
ROUl F: DPOSEO CON Ill! I T PARALLEL AND PERPENDICULAR TO MAJOR
51 KlIC'! lIRAI, HF:HI1ERS,
11 ,
RI,N BONDING CONDUCTOK IN ALL CONDUIT RUNS SIZED PER NEC 250-
95,
\ 8,
DO NOT INSTALL BOXES HACK-TO-BACK, PROVIDE MINIMUM OF SIX
INCH'~ SFPARATION,
19,
INSTAI,I FNGRAVfn NAM~PI,ArF~ TO IDENTIFY ALL ELECTRICAL DIS-
TRIBU'IION AND rONTROI. [tWIPKENf.
J
20 INSTU! HPI!I1 OR NEATLY HAND-PRINTED DIRECTORY IN ALL ELEC-
TRII; PANF:L~, Rf,VISF. DIRECTORY TO REFLEct CIRCUIT CHANGES
HAO": TO RAI.~Nn~ PHASF, LOADS.
21, ALl, ('I)Nl1lJ1T TO In: ('ONCEALED IN fINISHED AREAS. UNLESS OTHER-
WISF APPROVED IN ~RITING BY THE ARCHITECT.
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PANElaOA~D SCHEDULE
PANEL SUB PANEL
---
VOLT AGE
120/24e
BUS A~PS
MAIN OVEl(CUR~EHT DEVICE
IHO
BREAKER A!.iPS 69
en
\olO CIRCUll NA....E
INTE.k'IO~ LIGHTS
3
RECEPTACLES
5
7
9
11
19
21
23
25
27
29
31
33
TOTAL VA LIGHTING
RECEPTACLES VA
HYAC '(A
TOTAL '0..
8
9
IU
I I
IL
1::3
14
It)
16
PHASE \
LOCATION tJAINTENANCE r<oo~
t/lRE 3
IiOurtTING SURFACE
~E'-4AI(t(S
Ale.
BREAKER
AMP POLE
((T
NO CIRCUIT HAl.iE
lO.O
V.
BREAKER
AMP POLE
LOAD
VA
2a
768
29
276
2
EXT LIGHTS
2a
..
MC RECEPTACLE
2G
me
549
6
8
IG
12
14
\6
18
~'~
'-.
29
22
34
---- ~----- --
------_._--~ -
36
~
'-....
.a
----- - - ~---
--~_.- ---,-,~
42
la44 ;< 125: 13&5
540
1920
3755/240=i558 "'UPS
EXIST ". AMP [~ ~-1
POOL PAKEL ~L J=
ADD 6aAMP 2 POLE -1-- ---
BROKER
r-- - ---
-t.
I'CEW suo PA~ EL
60 AtJP ~-----
--6 316,I~O CU G IN \' _~~~;O~I~; _
ELECTRICAl- RISER DIAGRAM
EXISflt\Ci LOAD ON POOL PANEl
255 AMPS .ADD 1568 AMPS =42 \8 .HAPS
10
1 1
12
13
14
15
16
II
18
IC:J
21
20
fLEe PM{
C-3
C_
C-I
~~~
(-4
xx
\
\''''---
/A
c
X'"X'"X'X'
-~-w
w
--$---------...
RECE:SSED LIGHT ---
E~l,-Ec-rRICAL PLAN
SCALE: 3/16"=1'1)"
17
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21
20
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24
25
23
HECTRlC SCHEDULE
I~TERIOR LIGHTS EO TO
LITHONIA P-2-32-12e
WITH ELECTRONIC BALLASTS
AND TUBE GUARDS
EXT L IGHTS AT DOORS SHAL L BE
EO TO THOMAS SL9222 WITH
23 WATT FLUORESCENT LAMP
LIGHT AT FRONT SHALL BE RECESSED
EQ TO CAPRI R-la WITH R~S4e8LK TRIM
AND 23 WAT FLUORfSCENT FLOOD
ALL EXT LIGHTING SHALL BE
TIME CLOCK CONTROLLED
22
23
24
25
26
27
/ R-19 SA TTS
Mr _
1/2' SHEA THiNG PL YNOOD:JR -
"" 5/8' GYPSUM BOARD
~ CEILiNG --
8' BOND SEAM WiTH 215 GARS
CO~TINUOUS AND 3e'.oe'
CORNER BARS 2X4 TOP PLATE
~ NOTEI'1HE/1 WALLS
RUN PARALLEL TO rRuSSES
PRO';IDE 2;(4 FLAT BLOCKING
EXPOSED ~ASO~R'!' AT 24' 0 C VAX
28
29
30
32
33
31
SHIN.GLE ROOFING OVER
1\5 FELTS OVER 5/8'
SHEATHING SEE ROOF PLAN
FOR NAILING SCHEOULE
CARDBOARD BAFFLE
...
A L U~" 0 R V I NY L
II EN TED SO F FIT
PANELS
STUCCO
____ 8' C~U{{ITH 9 GA
..-- LADDER REiNFORCIKG AT
16' 0 C VERTiCAl..
15 BARS :N CONe
FILLED CELLS ViN BAR LAP
25' BAR SHALL BE E....BEDDED
IN FOOTING MIN OF 6' filTH
Ie' HOOK: AND INTO BOND BEAM
A MIN. OF 6' WITH 113' HOOK
2X4 STUDS' 3 OR
BETTER AT 24' 0 C
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3/8' cox PLYWOOD BOTH SIDES
~A
---
H
2X4 P T PLATE RAMSET TO
C01{CRETE:
rROYIDE N(EPS AT 16' 0 C MAX
4 THICI( REiNFORCED
(]JK S!DEffAL( -\
o
~4' THICK REINFORCED
CONe SLAB I'1lTH 6X6
_ ~elle WH~OR flBERVESH
..- --------------..
WAL.L
i!ALE 3/4'=I-a'
26
TERMITE TREATED /~
COVPACTED FILL --/"
8'x8' FOOTiNG t{ITH
115 BAR CONT
27
~6 \All VISOuEEK 'tAPOR
BARRIER OR 115 FEL TS
HOT MOPPED SEAL ALL EDGES
....__ COMPAcrED FILL WITH
---_ TERMITE iREATMEl'\T
--
------18' DEEP X12' WIDE THiC(Et-{ED
EDGE t{ITH 215 BARS CO~TINUOUS
AND 3r}'X30' CORNER BARS
=
o 0
SECT ON
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