1500 NE 101 St (5)Disapproved , j' Dat
( Signed)
MIAMI SHORE
I hereby submit all the plans and specifications for said building. All notices
be sent to___ s ue ` _ t2___� -0_- -"_''
VIILLAG E
BUILDING INSPECTION DEP1►RTMENT
APPLICATION FOR BUILdING PERMIT
Date
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanen
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub -co
in the work to be performed under this permit; and will post or cause to be post:, • . s: ion on the site of
or notices as are required by the Act. The undersigned agrees to employ only - ch ubcontr ors, on work
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
Notary Public, State of Florida
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Z7 , 19.7
Owner's Name and Address • _i����� No._�� Street �- �T
Registered Architect and /or Engineer ss le' 4Z4et &Z- L/
Name and address of licensed contractor / __�1�_l'c�__�1YI�
Location and legal description of lot to be built on:
Lot1 P•o/c7/0 Block 1 Subdivision- _ - )3.Q
Street and Number where work is to be done /5 O A • • ,/__Z_/ C' 7. .&62";
State work to be done and purpose of building (by floors) L�i��J✓G_Q
Oi A?a o ` .
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories (
To be constructed of 4 W 9 • Kind of foundation C..eN 1STG Roof Covering
Estimated Total cost of improvements $____L e_C: t Amount of Permit $
Zone cubage required_____ ___.-Plan Cubage
Distance to next nearest building ?T4C.AS_/_______________Size of Building X 0'(
Maximum live load to be borne by each floor `
reference to the building and its construction may
4 iA'. X30 >3
ctors em
ork such
e performe
an employer
rpplement,
d by him
lic notice
nder this
STATE OF FLORIDA, I
COUNTY OF DADE. r Ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction, that he has careful -ad the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Date l Jv � b Read, Sworn to and Subscribed before me.
ilding Inspe.1' My Commission Expires
ANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
21 -201.
25,25013
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BEAM AND COLUMN SCHEDULE
11
N E 10 NT
0 -8 =
8 0 -10 -0
SIZE
• •=d B ,0 -0 Perms 90 Is 243
nap
CABLE SCHEDULE
SPAN
Up to 16.0
16 -30 O'
- 3.1C•L ELEV
4S• 4SwA
TNIC5NESS
.040
ter sae
10 . CABLES
w, .n9.wm
4 5•
OESCRIPT
0
FEET 460
■■■
•5AA _
45WAA
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MA0IMUM CLEAR SPAN
2
2
2
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•
•
6
6
2 .050 .05C
2 062 062
5.64
5.64
125
125
1.25
125
, .25
a
25
25
125
2
2
2
2
2
2
2
2
2
.050
050
050
.062
062
.062
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•06
062
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0E2
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187
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23 -3
28- 2
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9' -5' a'- 10'
27' 9
30 7 '
37' -6
IC 6
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79'- 3
n' 3'
17.9
23'-
2 9"
27' • 9
31 -m
32 -6
37' 1
34'..' 33-2'
•2 -0 39'.7e
16
5.69 1.00 0 .062 .150 .3 55' -8' 4•' -7'
36' -0' 33
up tat 13'-0'
3
2
2 ram. r ,
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tesma
a ' - 5
3'
16' -7
16
25' -'0
30 -9
26 5M.5
B' - 3
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29 • 5
wa es 9 ,mmar 7,•
FASTENING SCHEDULE
FASTENER
Beam 2wt0.Y4'$0.5, •
z r con lump 2010.3' 50
2010.7' S05
Oa
•2• ...sews 6 24
DEMI
MIME
MINIM
65
COMPONENT MEMBERS
24'.10 2: -0'
• 2
5 2'
17. 2
CO'
25 6'
213 - 9'
0/)40 BRACING DETAILS 8 SCHEDULE
6 SA -65704
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DETAIL 0
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2010.20 - bps
EmoMet •
• the
10...321
B.B � anc .M1 .•
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DETAIL®
2:2194 - ono
ears awe
'1St 55 Come -
B'•obm9 strews
1200
2. 2 ,.1.
2 M, 20•
14s-
CABLE DETAIL
7,2 Faeci•
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,n 900197 t a,
Japan ♦ 700
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ALT. DETAIL®
2070 565
\ 6.10959, 11.9.1
6 - 2 . 6
f4'.nn•d .•5 , an m t. 0020• P
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2.2
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2
73: Ire•. 139 g'
Crone,
, Bean
e' 57,9• and coo oats
2
U CLIP DETAIL
2'
15 - ]San 754 -75704 7524
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Beam
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DETAIL 03
6 �.zwa 'aa
112 Sw
Beam
ALT. DETAIL DI
WITH GUTTER
/2.z babas
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NOTE, Cool. a 1.6617 may su0mNt54
e°,e•i'zrarone3n-mR , b" .9roaa
COMPRESSION MEM. FASTENINGS
Column
Cowan
2.2 Cleo
Pal -_-
DETAIL 04
13000,,
ALT. DETAIL
2,2
TyS.an .row: 4.2
010.21'NN SSC
24'00 4/g4
mm eager
O
mem.
P :wan
B
Ch. Rod
(0,;10 411973..,
TYPICAL CORNER DETAI L
�- -
PERIMETER EM.'21
PERIMETER MEM•
2 t1
MISCELLANEOUS MEMBERS
.050
2SL
GENERAL NOTES.
I. 0,3.97 1090:.0110 on and out 13p9, roofs u9 and down 7 psl.
503!17 Faato„ L5
2. Screenclolh 0902,259 to be 60 %9 57•070'.
3. •72,7,.0 booms and cdumns sholl b o 612.07 .055'IIOCe 4.0
tolerance s per 4117.7.4# Assoc.CanslruClran M•,00).
4. 41umnum hair 70 , 4. ourl,n5,b0tbm 791,001118 10¢19 p
o mom 0M' fop p ,0,,57er 6061 shdlb a mn7.0y.050 wlfh
n
moms 101270.0..
5. Ad exposed fasteners shall be non- magnetic sbnless steel
O 11162. except cable hardware fasteners such may be bsdwed
palr.mac I. Noll- 9 o0060 fasteners may be mopnesc monism Reel.
° MI etallic to lrucno2 a m of wry.W platic> ,,al of
•0040.5 dotomllty.
7. Boa an0 screw 10570705 1700 en 092' melon of ...moo Into
losc.0 or slob must tote o bead 2,99,70' 01 •/4' 9 use a waYUr
al 66
B. A. cols. flan be fastened to beams or struts wnh f°Menem 0607
Ikon ,memo' screws.
9. 606316 °Iominum 07to76eoms war 11 bear ee•1rt,4enobcot0n
mon stamped one loot from each end c4 bean. Following on
approved morns: BON 6063 M 63 A163 -76.
10. In 924,7,00 0090 61.7alumnscllp Angles ore ram,0e0 on
side columns t0 4018 =0' 9 OC 4 7,0
11. Slobs and footings by others unless 0,0eranse toted.
12. La00es on Boas al dears of 30anm1ng pool enclosure shall b•
• oboe 0weshold and shall be mlt- IOKhng and s.E-lo,lnp Tlq.
13. Spans we ,n occor001•c• mth'd•sign C7ne.° and test r5aMemwas
for olumn.sereen enclosures as 009 00 Dade Count, 8780.8
Zoning Dept. 00,50 •pr,l 5,1965.
14. •IUm,nom Straps are 6063.76 s,7, , 5. 30,000 pm al,Cha* to
tom sulk 110 5,156324'00 15. 16000PR.
15. Wood .n3erts have a I,b.r stress Of 1,00 p,.
IC Steel strop hos a Nber stress a 18 .000 pm.
17. Rubber electrical 9p or asphalt dap to be 91•0 an steel mier7s
an contact wen aluminum.
18. 44.0,096 102646 01 strops and .nerd to be 5016 01 beam soon
and placed ,n c eeeee et soon.
2•.21 19. COm0Onenrs on t10s sheet are cowed by US.P0L n0.3,222,841.
/ 22001$ 20. Penmefm member '4' tope 430a111one*,b.7me0 w /2- SIOOSl*S
.2 037, 50791. 907x25707 mom. B' rewires no 0497,0191 m
stt's.
21• Sections 1,20,25- COn025 -B are alloy 6063-75, TS. 25km.
ore alloy 6063 -16, 15.30
ACCEPTANCE NO. 67 -352.4 B -7
DAOE COUNTY APPROVAL 0EC 70 15
Al R E'T[LE
1w0097.L5. OK.
9050 E4 110 me.
•etea' , ',mode
Ilan: 688-0520
5C0EEN ENCLOSURE 5T•N0AR0 OETULS
C16G. J. VAZOUC AAA•N a•: •
PC. 7,0.11091 DATE. 181648 •-1002