1001 E 1St Street - BC00-002247 (NEW TRIBES MISSION) (ADDITIONAL STORAGE) (A)MID/
ZONE DATE
CONTRACTOR
ADDRESS
PHONE # '-f07- 5E� ' ZS-
LOCATION
LOCATION 0/ t
OWNER _
ADDRESS no c--
PHONE # d��✓7'- �tr'r"-'
PLUMBING CONTRACTOR JQ QJ
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR �✓F'i���� �J �✓
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE .#
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS l-)
FINISHED FLOOR
ELEVATION REQUIREMENTS ()
ARCHITECTURAL APPROVAL DATE:
SUBDIVISION:
-7
PERMIT #t�LOT NO.
JOB /��ldril -i ��J BLOCK:
COST SECTION:
$ � Vt✓
SQUARE FEET:
FEE $ C
MODEL:
STATE NO. OCCUPANCY CLASS:
FEE $
FEE $
FEE $
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT.
CERTIFICATE OF OCCUPANCY
ISSUED #
FINAL DATE
DATE:
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S E P. J
-`,Wif Code '1997 ed.
Stundiml FllurnJilng Clode 1W7 ed.[Wz(
tandard Mloichanica-1 Code 1997 ed.
oocjr„ 1996 ed.
Sue ('11ty, God ,,
" - i A NrD i V11 E NT 3
Ft., '1997
FL- Energy Cocle, -1997
THESE PLAI-,,IS AVtE ":,YiEIOED AND CONDITIONALLY
-I' P, PEMMI'j, ISSUEO SHALL BE
CONSTRUED ACCCACCEPTEDFOP� TO P'
R
-rC) 13�� A
LIOCEM I
ATOOR"'Y "rC) VIOLATE,
THE WOPIt' ANC �4 UANY OF THE
CANS rt_ ALL
A L r
SI
N r
PPC p F, q V 1�, BUILDING
ISFILJANCE� (-,)F A -Nf E
DEPT FROM T I -i F 'TION
TION OF 1P'eP0F"30
OR 0 rHEIR ViOL.r, NS C)F � I' — (.
S.
F I N i s, i r E VAT 10 N CS"
4' Must rnee� city 00des for finished
, or / slat) elevations or provide
elewatbns approved �y city
'hOineering dept. for t.5ubdivision
el�VatiQns to prevent flooding
L 04
NIUST MEE
A -'ODES:
M
UIDA
F, I0 LO R
MDES
N11UST MEE-,T FLONDA
AC,','MS8MJUTY CODES!
MUSTMEET FLORIDA.
ENLE.--RGY CODES
WNJ
REVISIONS
PERMIT #r
�J
DATE
ADDRESS
CONTRACTOR
PH # 3-Z�0 !�/; z� FAX #
DESCPRITION OF REVISION:
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FOUR TON A/C UNIT
ROD HUNG FROM TRUSSES.
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A7D� To
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WALLS UP FOR NEW SECOND FLOOR. N c w
X5 RODS IN PSD CONCRETE BLOCK
CRLAX, R TO ORMNAL PLANS
FOR LOCATION& tir,- W
4 t c 4 R 0 f 1► ® 0 M 1 L A► O�CAI G 3/iLr= �' O 1 1 j
0
F1941 e7TZe: �,"c
-
Go�'� l $ I-NCW4.IVE, BLOCK L•
AND 'rwa FNorG°i�A 1/2 of rHe
VACAtA-0 ,ALLSY ,APJA4eWr 0
AWP rZU'ONItJ6 ALnt-ler iHI�,
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-
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AND 'rwa FNorG°i�A 1/2 of rHe
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Fiatir ��'tz��� ��Ci�,W s1oH►"�
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PIERCE 9.XXSTXNP _FA;$q;A,.,Q,V9,R!lA0G_
il k94ROM FA_!K_XA VV9RHANGS FOR NEW WOOD TRUSSES. �tf- V
JN
FIBERGLASS SHINGLES ON -'/:z-
r�o
+
DQUBI�,ELINTEL BLOCK COURSES__
WITN T1W ji5 ROD
-ALU, RIN., StNr
41,9_ HUNG
00 0'
:z
—h"
01" 49CONO 400*9 Ll No 0 W7 �00M L t N C-
QQUBLE Llrj-rs ,L_ BLOCK COURSE DOUBLE LINTEL BLOCK COURSES
j.m-j __ — I I — mi'i. CO A a . . — -- !7
.WITHTWQ.#5 RODS. �10 ' — - TH ONE #5 ROD EACH. 110o*
10
wi
D
40
00
00
S." LINTEL BLOCK couRsE with
(5 ONE #S'ROD.
ONLIN
TR
BLOCK COURSE INITH
$5 OD.
sTbr-co o
WCONIZOAT9 BLOCK.
Yl\
U3
—lilt
A/C COMPRESSORS ON CONIC SLABS,
NOR I m e Ll V A 1 t 0 Fl hcw 0 u I w V A
SHINGLES ON IA" C.D.X.
DOUBLE 8" LINTEL 81-OCK COURSE
WITH ONE #5 ROD EACH.
IMUM NGLE H WIN Dc W
4 UNO
gcqiljc f �.000,. Ll
DOUBLE Vii" CONCRETE BLOCK COURSE
WITH ONE #5 ROD EACH COURSE.
Ntvr 0" #"_x_4"
T4
40CKS_ AVI"' H TWO' #5 ROCIi. POUR,,'
11HO
X.6 X fi CONCRETE UN'TEL
BLOCK COURSE WITH ONE #5 ROD
k
WOOD TRU4565
u k 1, 12 4-N e-
fwgwev goo
F
Ata VARPWZ
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,;TE PAD.'REINF-
f'% C: A U t , M A I V
WINN el, hOFF00% vvx4".fr M%4w 'k ^ 4 #1 - �
DOWEL INTO EXISTING FOOTING WITH
#5 60WELS AT 8" O.C. H/
NEW 1 '10" X 16",X 8" PILAPTER'BLOCKS-
WIT14 TWO -#5 RODS VERTICAL, NPOOK,
PILASTERS.
New
DOORS
MARK SIZE DESC.
1 31 X 6'8-#' METAL .W/ METAL FRAME.
2 PAIR 3'X 6'-8" METAL W/ METAL FRAME.
3 3'X 6'_8" WOOD IN WOOD FRAME.
WINDOWS
MARK SIZE DESC.
A 371/2" 525/8" ALUMINUM SINGLE HUNG
FOUR TON A/C UNIT
11f_
ROD. _HUNG FROM TRUSSES.
_24" X 48" F
Al
00
Eepirill
XA�A��_ 31;jt7 11 " I" e2 11
41 61•
SAW CUT EXIS,
TINP MORTAR
D_
JOINTAIN t.INNPE_.-RT3'f.X3"_X;l/4,'
N
A Gui" T
OPEAR�4"'86TI SIDE
OF OPENI S.
NG-i�RE,M( VE EXISTING
CONCRETE; BLOCKS BE
LOW TO
\.0 PROVIDE OPENING FOR 6 X 6'."811
METAL DOOR.
WITH FRAME.
(P I
A J
I R. TYPICAL
R O
MgleTAL WOQD STUP$_1
L OR
'4T 16 0 C 1-77
NOW U" X 8,. X f C�We'_QLOCX
WALL$ UP FOR N EwSECOND FLOOR, lNir.-W
#S L RODS, INVQV RED fQN_C'R9T4 13 -LOCK
c kLL-4 Rgf ER T
PLAN$_
FOR
6A NS•,
+
Li
L
411,4
f
q4
1 (7 T t N G �i Lit
Oil I
SAW CUT MORTAR JOINT AND INSERT
2 1/2" X 2 1/2" X 1/4" ANGLE BEARING 4"',
MIN. BOTH SIDES. REMOVE CONCRETE INSTALL TWO NEW 16" X 16" x v,
BLOCK BELOW TO PROVIDE OPENING PILASTER BLOCKS FLUSH AG,4INST
FOR 3'-O",X 6"-S" DOOR WITH METAL CONCRETE BLOC , K WALLS. REINF.
FRAME. WITH TWO #5 RODS QQ� T.
INS99T„#5 RODS. INTO
CORES AND INTO BLOCK WALLS AT
24” O.C. POUR NEW Pli.ASTERS AND
BLOCK CELLS AT #5 STUBS.
16,04 is
I R 45 L 0 0 IZ IL AN
LQQ' 9,2 13 AN2_, STING
,p
40
I
0
SECTION
CONCRETE CAP
ONE COURSE 8" CONCRETE
LINTEL BLOCK WITH ONE
#5 ROD.
'/x" C.D.X. SHEATHING
WOOD TRUSSES AT 24"
O.C.
- R-19 BATT. INSULATION'
r
L-nn()r)nm)n/
,r
1g�::YY��'x'��YwAt-� _ .. R-i9..BATT INSU►%�,T�oiv.
TWO COURSES 8" CONCRETE NEW P.T. 2" X 4". -ATTACH
- LINTEL BLOCKS WITH ONE TO ANGLE WITH 1/4" BOLTS
#5 EACH. AT 48" O.C.
NEW 3'/a" X 3'/z" X 3/ 16 `•
ANGLE. ATTACH TO WALL WITH
'/z" THRU. BOLTS AT 48" O.C.
8",X $",3C-" CONCRETE, BLOCKS.
SIMPSON H3 W/ 4 8d
5/8" STUCCO.
8" X 8" X 16" CONCRETE BLOCKS
3/4" T & G )PLYWOOD.
2" X 12" JOIST AT 16" O.C.
l
TWO, COURSES 8" LINTEL 3A" T &.G PLYWOOD DECK.
6LOCKS WITH ONE #5 ROD
EACH. -2" X 12" JOIST AT 16" O.C.
SIMPSON H3 W/ 4-8d
ONE COURSE 8" LINTEL BLOCK,
WITH ONE #5 ROD.
EXISTING FASCIA OVERHANG.
SAW CUT EXISTING FASCIA
AND SET IN REGLET. INSTALL
NEW COUNTER FLASHING AND
FLASH TO NEW ROOF.
CUT INTO EXISTING"FASCIA► AND
OVERHANG TO ALLOW FOR
NEW TRUSSES.
FIBERGLASS SHINGLES ON 1/2"
C.D.X.
WOOD TRUSSES AT 24" O.C.
EXISTING SLAB
EXISTING FOOTING.
,. -I.--..'—
EXISTING BLOCKS
1-- EXISTING SLAB.
SECTION C
il� .d :�.3
lop pl"4
1VYX 4 -
MA M rid6IA614g
4!-fi11-2;<1016
.M
OT fD? FLAME (D
FIBERGLASS SHINGLES ON 1/2" E
C.D.X.
WOOD TRUSSES AT 24" O.C.
SIMPSON HETA 12 W/6 -10d
DOUBLE 8" LINTEL BLOCK
COURSES WITH ONE #5
EACH.
$"K 8" X 16" CONCRETE
BLOCK.
EXISTING CONCRETE BLOCK
SAW CUT AND SET REGLET
IN EXISTING BLOCK WALL.
INSTALL FLASHING AND
COUNTER FLASHING.
FIBERGLASS SHINGLES ON
C.D.X.
r ,
WOOD TRUSSES AT 16" O.C.
rt��sz- SIMPSON H3 W/ 4-8d
).C.
XE
LASTERS
IVE.�tS.
CK
L
IN ftfGEIV6V -
b�AG,Gt4
NOTE; C.D.X'.-SHEATHING SHALL. BE .
NAILED AS FOLLOWS: 8d NAILS AT 6" O.C.
AT EDGES AND 8d NAILS AT 12" O.C.
AT FIELD BLARING.
THIS P,ROOCT WAG 001,810440 IN WORDANCE WITH TH9
—
TWO 2" X 12 " `S SPIKE
TOGETHER WITH 16d AT
1.6" O.Ca
SIMPSON H3 W /d-Q,i
P
11
THESE
PLANS SANFORD BUILDING DEPT.
ACCEPTED r.,,,
A,%r,EV'Al 1) AND CONDITIONALLY
,T. �
PERMIT ISSUED SHALL Be
CONS-rRUF-j:) TO f3E' A LICENSE TO
THE WORK AND N67' AS AUTHORITPROCEED WITH
CANCEL, ALrER Y To VIOLATE
OR SET ASIDE ANY OF TH�
PROVISIONS OF TI -IE TECHNICAL CODES, NOR SHALL
ISSUANCE OF A 'EIMI-r PREVENT lj'iE BUILDING
DEPT FROM, THEREAFTER REQUIRING A COFjF?EC.
TION OF ERROIRS
P'/I0I-/-',TjONS OF THE CODES.
OR OTHEr ON THE PLANS
DES.
City Of SRnford
M()d'C'l C,-`Oas in effect:
Stanc,',qrd 't-i"jilding Code 1997 ed.
Stan,j'Lirc )iurribing Code 1997 ed.
Code 1997 ad.
Code -1996 ed.
-;itY Cr)de AMENDMEN-f-Si
FL.
1997
FL.it rJr'
Cr,
de 1497
A
IDA
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