85 NE 97 St (2)Date / Job Address es Tax Folio /13,2,0b 6/ /O2.0
' Legal Description /S � a .23 aka- 7 '9 ? 7/)
Owner/Lessee / Tenant ,G1 so /et stain
Owner's Address gg" '2G 9761- Ad c a —
APPROVED:
Zoning
Mochs+nical
WORK DESCRIPTION
ignre of owner and/or Co
IPERMTI' APPLICATION FOR MIAMI SIB RES VILLAGE
• a.64,„r-
Notary as t Owner and/or Condo President Date
My Commission Expires: c
o MAYRA 1 WALKER
* My Conembolon CC493986
ErP QOScp.07.1
FEES: PERMIT g U RADON
Building
/0-/L
Historically Designated: Yes
Master Permit #
Contracting Co , i d4I lecU 4J (� Address
Qualifier , Vey , 7/� SS# -J° - 77/7 Phone
State # e.66 Off 4/9 9• Municipal # Competency #
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
eo%
Square Ft C) 4C 7 Estimated Cost (value)
Date
Electrical
Ins. Co.
No
30 0
� c,Lo
IFamnit Type (circle one): BUILDING ELECT CAL PLUM p• IING MECHANICAL ROOFING PAVING IFENCE SIGN
9
�E (9 � t i � D .
1 - 1 - 4 # anb 5 g
c=,Q 3-oo.eio
WARMING T i OWNER: YOU MUST RECORD A NOTICE OIF COMMENCEMENT AND YOU FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
40/1/?...<
Signat a of C ntractor or Owner- Builder ate
44 /0-17-g-6
Notary as t Contractor or Owner- Builder Date
My Commission Expires:
4 !e MAYRA 1 WALKER
' My 07.99993986
Ettpireo ._ __..
♦Q�F O R 4
C.C.F. 17 NOTARY TOTAL DUE 65°
Plumbing Engineering
04°
CL
h
Q5‘ c a : J't !, 419 '--'- (� ' fi r '
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3
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- - Co 17c - .
/(_71 97
o 4
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_ 2,5 420 '
4 -
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This property described as:
Lors 22 and 23, Block 7,
AN AMENDED PLAT OF MIAMI SHORES
SECTION NO. 1,
according to the Plat
thereof, as recorded in
Plat Book 10, Page 70
of the Public Records of
Dade County, Florida.
Note: Underground encroachments
utilities, if any, not located.
ownership by visual means only,
ownership not determined.
FLOOD ZONE: X
FLOOD INFORMATION:
Community No.: 120652
Panel No.: 93
Suffix: J
Date of F.I.R.M.: 3 -2 -94
Base Elevation: Not Available
and
Fence
legal
Certified To: Dolphin Title of South Florida, Inc., Attorneys' Title
Insurance Fund, Inc., Strong, Nathaniel W. and Old Kent Mortgage
Company, its successors and /or assigns.
PROPERTY OF: Strong, Nathaniel W.,
Not valid unless embossed
with Surveyor's Seal.
A BOUNDARY SURVEY
I hereby certify, that the survey repre-
sented hereon meets the minimum
technical standards set forth by the Board
of La rvey• in chapter 61G17 -6
Flo ' a Admini ative Code • uant to
Section 472 ' - Fla. Statut =1 ere are no
encr. c - ents, ove ; i easements
g on the ; other than as
•• k.reto.
`ap
FI. Reg. Lan. urveyor No
4327
Rene/Aiguesvives
DATE
7
/5
SCALE
/ '' = 20
iVo
J
2
A c- c- Ey
sss?\
\1111 2/ ZZ
$ o' S
/ /72c71 -
/ 0 "
0
O
w
2
r/. P o / //;c JT7o/2
57/ - Ste / 7 -' Iron • ��
-
-
C'o - Or,Gi Cam°
ScU� - S C/e / /G
- o �iii c
P c -
p 0 7 4'
85 N.E. 97th Street, Miami Shores, Florida
IANNES and (CARCOA, ONC.
ENGINEERS - LAND SURVEYORS - LAND PLANNERS
Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134
Mailing address: P.O. Box 561131, Miami, Florida 33156
(305) 666 - 7909 (305)523 - 8663
DRAWN BY 1 DRWG. NO
/ 24671
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TISiIT TESTING i ENGINEERING COMPAi11V [ y -
t0
;nos 30A 51i Own ho1V PI 33.00 f A !f�+ �.a�7._._____ -___.
P o 13011 071 l$30.70. 1300) 071 1131
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0413 ro 7e. S. fi ifta T77n0)
Paa•w 1795) 016 , 470 • /o. 13011 011 , 471
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Aes71Atfcc 7bp
Yie7rive-f-
j / /V rcoze 8 f'c
.031 "R. (3)
.050 ° R. (2)
2" x 3" PATIO SECTION
2.000
.875
2" x 4" HOLLOW BEAM
STOCK GUTTER
8063 -T5 ALIAl20141 4LLOY
DETAIL "A
® "1" BEAM
.050 (2) .375
® 2" x 5" BEAM
.058' Typ.
VALANCE
6463 -15 ALUMMJrJ ALLOY
1
1
O T
.125
(Trp.)
1.001
011 R.
3.000"
2.001
11 ROOF PAN SECTION
® HEADER
2.931" x 2.931"
COLUMN
Q CORNER COLUMN
2.000" 2.0017 ' 2.000' 2.001 ' 2.000 ' 2.000
2 " x 3 "
SNAP COLUMN
®
1 -s.001- 1
3" x 3" COLUMN
0 2 u 3/4
2 " S. M. S. 0 I Ti' 0. C.
2 x 9 n LAP BEAM
.07t
(Typ.)
1.980" x 1.980`'
6063 -75 ALUN ' 8d ALLOY
/111.11F0717:e.
TILLTT TESTING NIt ENGINEERING COWPAN'Y
6507 PAO. 3811,. SL. 5'6. 217. 16RL1IIA GARDE/15. IL 33166
Prwro : (305)871 -1530 . Far : (30)671 -1531
WALTER A. TILUT Jr., P. E.
FLORIDA Lk. 44167
® 4" x 4" COLUMN
GENERAL NOTES:
1. THIS STRUCTURE WS BEEN DESIGNED ad ACCORDANCE WITH CHAPTERS 23, 28 Er 44 OF THE
1994 EDITION OF NE SOUTH FLORIDA BUILDING CODE.
WIND VELOCITY CONSIDERED 6 110 m.p.h. 1YRN 1.03 IMPORTANCE FACTOR AS PER ASCE -7 -IX.
2. ALL EXTRUSIONS TO BE 608.3-1B ALUMINUM MLOY MISS OTHERWISE NOTED.
3. THE: /1000IESS OF ALL CITRUS:D S SNAIL BE AS SHOWN ON THIS CRAA134C. bONIMUM TICCXNE SHALL -
BE . 044 WITH STANOARO TOLERANCES IN ACCORDANCE WIN THE ° ALIA4S4JM STANDARDS NM DATA 1908
EDRIOH", ALUAJOIU`a ASSOCIATION INCORPORATED. WASHINGTON. D. C.
4. ALUM ARIA ROOF PANEL ALLOYS SIAM BE 3105 -14154.
5. ALL SCREWS TO BE 304 SERIES STAINLESS STEEL OR 2024 -T4 ALUMINUM ALLOY.
8. AU. BOLTS TO BE A 5. T. M. A -307 04LVA4 ZL0 STEEL OR 2024 -14 AL UNINLAJ ALLOY.
7. ALL CONCRETE SHALL DEVELOP 250D 8.41 CONP9TESSNE STRESS AT 28 DAYS.
8. ALL REONFORCONG STEEL SIWL BE AS.T.M. A-615 GRADE GO DESIGNATION BARS.
9. SCREEN USED ON WALLS SHALL BE 80 PERCENT 5105MU0d OPEN.
10. R SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE
SCREEN ROOM /CANOPY IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE
11. MINIMUM SOIL BEARING CAPACITY TO BE 2000 p.6.9.
12. CONCRETE AND MASONRY ANCHORS SHALL 9 TAPC01 TYPE ANCHORS. AS 14AKUFACTURED 8Y LT.O./RAmsET
OR ELCO INDUSTRIES. INC.. OR RED HEAD SLEEVE ANCNOPS, AS bWILIFACTURED BY LT.W./RAMSET.
OPNETERS AND LENGTHS SHALL BE AS SPECIFIED ON DRAWINGS. IA PA PENETRATION INTO MASONRY 6
1 1/4'. MINIMUM PENETRATION NM CONCRETE 1S 1 3/4'. SONI MUM PENETRATION IS IN AD0(110N TO ANY
ADDED LENGTH REQUIRED TO PENETRATE EXISTFIG PREC.44 STONE. PRECAST CONCRETE PANELS, PAYERS. OR
TILES THAT COULD BE COVERING THE CONCRETE OR MASONRY WALL OR F100R.
13. THIS STRUCK/RE SHALL BE CONSTRUCTED FREE STN4004G OR ATTACHED TO A C.B.S. WITH MEAN ROOF HEIGHT
EQUAL OR LESS THAN 80'- '. NOTIFY MS ENGINEER W THE ABOVE COHDRION IS NOT COMPU ED WOK
031' R.
1.980" (Typ. 8)
eProvw as COMPLYING =a t4+
WA FLORIDA ®UILDIN" CODE
Rro (SAY _ 4 :' ?f
DIV.S Ow
BUILDING CODE COMPLIANCE offict
ACCEPTANCE N0, gad OZ
ITV. HD
9
SCREEN ROOM /CANOPY
f ECOL ENTERPRISES
13280 N.CW. 43 AVENUE
IPA -LOCKA, FLORIDA 33054
16C NI'Ot
PARES a SPECS
NOTES
ONi
1/13/95
1/30/95
TIN. 6°
8
6
1" x 2
6093 -13 ALUMD&61 AL10y
DITSCIADOM
019.Y gum. PM&L
MIT
3/5/95
DADE COUNTY
7/15/94
DATE
94 - 185
DRAWING No
SHEET 1 OF 3
is
.675
.350°
.690
.607
.031 "R. (3)
.050 ° R. (2)
2" x 3" PATIO SECTION
2.000
.875
2" x 4" HOLLOW BEAM
STOCK GUTTER
8063 -T5 ALIAl20141 4LLOY
DETAIL "A
® "1" BEAM
.050 (2) .375
® 2" x 5" BEAM
.058' Typ.
VALANCE
6463 -15 ALUMMJrJ ALLOY
1
1
O T
.125
(Trp.)
1.001
011 R.
3.000"
2.001
11 ROOF PAN SECTION
® HEADER
2.931" x 2.931"
COLUMN
Q CORNER COLUMN
2.000" 2.0017 ' 2.000' 2.001 ' 2.000 ' 2.000
2 " x 3 "
SNAP COLUMN
®
1 -s.001- 1
3" x 3" COLUMN
0 2 u 3/4
2 " S. M. S. 0 I Ti' 0. C.
2 x 9 n LAP BEAM
.07t
(Typ.)
1.980" x 1.980`'
6063 -75 ALUN ' 8d ALLOY
/111.11F0717:e.
TILLTT TESTING NIt ENGINEERING COWPAN'Y
6507 PAO. 3811,. SL. 5'6. 217. 16RL1IIA GARDE/15. IL 33166
Prwro : (305)871 -1530 . Far : (30)671 -1531
WALTER A. TILUT Jr., P. E.
FLORIDA Lk. 44167
® 4" x 4" COLUMN
GENERAL NOTES:
1. THIS STRUCTURE WS BEEN DESIGNED ad ACCORDANCE WITH CHAPTERS 23, 28 Er 44 OF THE
1994 EDITION OF NE SOUTH FLORIDA BUILDING CODE.
WIND VELOCITY CONSIDERED 6 110 m.p.h. 1YRN 1.03 IMPORTANCE FACTOR AS PER ASCE -7 -IX.
2. ALL EXTRUSIONS TO BE 608.3-1B ALUMINUM MLOY MISS OTHERWISE NOTED.
3. THE: /1000IESS OF ALL CITRUS:D S SNAIL BE AS SHOWN ON THIS CRAA134C. bONIMUM TICCXNE SHALL -
BE . 044 WITH STANOARO TOLERANCES IN ACCORDANCE WIN THE ° ALIA4S4JM STANDARDS NM DATA 1908
EDRIOH", ALUAJOIU`a ASSOCIATION INCORPORATED. WASHINGTON. D. C.
4. ALUM ARIA ROOF PANEL ALLOYS SIAM BE 3105 -14154.
5. ALL SCREWS TO BE 304 SERIES STAINLESS STEEL OR 2024 -T4 ALUMINUM ALLOY.
8. AU. BOLTS TO BE A 5. T. M. A -307 04LVA4 ZL0 STEEL OR 2024 -14 AL UNINLAJ ALLOY.
7. ALL CONCRETE SHALL DEVELOP 250D 8.41 CONP9TESSNE STRESS AT 28 DAYS.
8. ALL REONFORCONG STEEL SIWL BE AS.T.M. A-615 GRADE GO DESIGNATION BARS.
9. SCREEN USED ON WALLS SHALL BE 80 PERCENT 5105MU0d OPEN.
10. R SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE
SCREEN ROOM /CANOPY IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE
11. MINIMUM SOIL BEARING CAPACITY TO BE 2000 p.6.9.
12. CONCRETE AND MASONRY ANCHORS SHALL 9 TAPC01 TYPE ANCHORS. AS 14AKUFACTURED 8Y LT.O./RAmsET
OR ELCO INDUSTRIES. INC.. OR RED HEAD SLEEVE ANCNOPS, AS bWILIFACTURED BY LT.W./RAMSET.
OPNETERS AND LENGTHS SHALL BE AS SPECIFIED ON DRAWINGS. IA PA PENETRATION INTO MASONRY 6
1 1/4'. MINIMUM PENETRATION NM CONCRETE 1S 1 3/4'. SONI MUM PENETRATION IS IN AD0(110N TO ANY
ADDED LENGTH REQUIRED TO PENETRATE EXISTFIG PREC.44 STONE. PRECAST CONCRETE PANELS, PAYERS. OR
TILES THAT COULD BE COVERING THE CONCRETE OR MASONRY WALL OR F100R.
13. THIS STRUCK/RE SHALL BE CONSTRUCTED FREE STN4004G OR ATTACHED TO A C.B.S. WITH MEAN ROOF HEIGHT
EQUAL OR LESS THAN 80'- '. NOTIFY MS ENGINEER W THE ABOVE COHDRION IS NOT COMPU ED WOK
031' R.
1.980" (Typ. 8)
eProvw as COMPLYING =a t4+
WA FLORIDA ®UILDIN" CODE
Rro (SAY _ 4 :' ?f
DIV.S Ow
BUILDING CODE COMPLIANCE offict
ACCEPTANCE N0, gad OZ
ITV. HD
9
SCREEN ROOM /CANOPY
f ECOL ENTERPRISES
13280 N.CW. 43 AVENUE
IPA -LOCKA, FLORIDA 33054
16C NI'Ot
PARES a SPECS
NOTES
ONi
1/13/95
1/30/95
TIN. 6°
8
6
1" x 2
6093 -13 ALUMD&61 AL10y
DITSCIADOM
019.Y gum. PM&L
MIT
3/5/95
DADE COUNTY
7/15/94
DATE
94 - 185
DRAWING No
SHEET 1 OF 3
is
�J VALANCE
EACH SIDE (Cont.)
ONLY 4)
SCREEN ROOM
(1) 1 14 0 it 0. C.
_L.__
(4) 0 1 S. E M. S
n
0
O
93
SEE
BEAM
SCHEDULE
O
SCREEN
E LL= 1- 11..H• -il:
113 u 10° Cont. Cone. Ftg.
Cl/ 2 p S REHABS
TyR. 0 SCREEN ROOM /CANOPY
/A'
AI
0 ROOF PANELS
0
CUTTER (Cont) BY
BEAM SPAN OR
Col. SPACING
DETAIL 1 : HEADER CONNECTION
TO TIE BEAM.
0
Yp.)
7/N/77
ROO
)1EA0 R ((twat)
SEE OETA:L 1
(2) TAPCON PER •
PANEL AS SHOWN
THRU
SEE ETAIL 4/3
BEAM SPAN OR—T--BEAM SPAN OR
Col. SPACING Col. SPACING
ROOF PLAN — MONOSLOPE ROOF
(SCREEN ROOM /CANOPY)
p 10 S.M.S. (Typ.)
1/2 u 1 /IT Attars.
STRAP 0 40 0. C.
O O
()MI 10
Col. EMBEDDED IN FTG.
(OPTIONAL TO CUP LS)
awn. COLUN
I —BEAM /Col. CONNECTION DETAIL
SEE DET. 4/� (1 ,j) GUTTER (Cont)
, Co
ELEVATION — MONOSLOPE ROOF
(SCREEN ROOM /CANOPY)
(T
1-
SEE j
BEAM
SCHEDULE
NOTE: SEE BEAM & COLUMN
SCHEDULE ON SHEET
3 OF 3.
11��ppppFf PANEL 17/
L/4' /12° Main. SLOPE
4)- 14 S.M.S.
7/a' Ea PANEL
urnn
NOTC 11- 13Otkl
istr TH(tU BOLTS TO
4° Cone SLAB
MV 8 it 8 W1.4, W1.4.
W. W. M.
(OPTIONAL G CARPORT)
OPEN
(OPTIONAL)
0 ®Oe
® OR 16
It= II= :
I -
ALTERNATE
ISOLATED Conc.
FOOTING. SEE SCHEDULE
ON SHEET 3 OF 3
(2) 1/4 TAPCON
ANCHORS PER
PANEL 0 10 0. C.
(SEE DETAIL 1)
r WIDE Col. BASE
ANGLE Ea. SIDE
SEE CONNECTION
Speco. ON THIS SHEET
W
AO
1 II
��. ten.
11 ;11
r .Il�li
0
CASE 2
COLUMN CONNECTION TO FOOTING
1/4
PANEL S LOPE
14 SMS. x
Ea. PANEL
p 10 S.M.S. (Typ.)
Ahem BOLTS TO 0
THAU
Num. COLUMN
NOTCHED 2 AT CENTER
Aft. BEAM /Col. CONNECTION DETAIL
r l
.HIT `•(. k a -
•
d<�
A
- - T2'
1111= n =o=11=
11= - . 11 =W :8 =8 =H
0
II MI=LL ➢ =11
0
Q 1 T S.M.S. 0 12' o. C.
4 p 14 S.M.S. Ea PANEL
4 14 S H. S.
Ea. PANEL
HEADER (ConL)
4 Conc. SLAB W /6"x5 ,
W1.4, W1.4 W.W.M. OVER
WELL COMPACTED FILL
(PROVIDE 1% SLOPE)
101
CASE 1
u
3NT
RETURN
SECTION A
t x 2 x 1/T u 0' -2 Alum. ANGLE
Ea. IDE W/ 2 p 10 x 3/4 5.141.5.
TO (1 ) AND 0/ 1/ 4 0 x T TAPCON
ANCHORS TO CONCRETE.
(6)17/ 1/4° 0 u 2 1/2 TAPCON ANCHORS
Ib CONCRETE 0 16" 0. C. START FIRST ANCHOR
AT 3° FROM FACE OF COLUMN Ea. SIOE, AND
1 f) ID x 1 1/2 INTERNAL SCREWS
(y Ea. SIDE
2 {f 10 tt 2" INTERNAL SCREWS
Ea. SIDE OF COLUMN 1
I x 10° CONCRETE FOOTING
w/ 2 0 5 REBARS.
® ®® OR®
2 tt 7 n 1/4° 11 0' -3 Alum. ANGLE Ea SIDE
W/ 2 1 2' THRU BOLTS TO COLUMN
AND 1'0/5/8 0 x 3 RED HEAD SLEEVE
ANCHORS TO CONCRETE.
CONCRETE FOOTING
r 0
I�I�
1111V
/4
3/4
ROOF PANEL tl
1/8'/12° Alin.
(4)- p 14 S.M.S. x
7 /Er Ea PANEL
1 1° x 2 1 4' : 08o' x O' -r
TS TO CaL
NOTCHED Nu E 8ZA1
W3 - 1/ o
THRU BOATS TO Caf.
1/2' u 1 /6' Num.
STRAP a � 48 ° 0. C.
DETAIL 2 : BRACE (T)
CONNECTION TO COLUMN AT()
Alum. COLUl N
ROOF W/ 1/4 . Mtn.
a
SLOPE
p 10 S. M. 5.
/ 0 12 O. C.
3" 0.
GUTTER (Cont.)
3 10 S. M. S.
Ea. PANEL
Alum. BEAM W (4)
0_10 x 1 1/
INTERNAL SCREWS TO Col,
(SEE DET. 4/3)
w/(4) -0 10 x 1 1/2°
INTERNAL S.M.S. TO Col.
SEE CONNECTION Speco.
ON THIS SHEET
0: it c%mER (Cont.)
BRACE
0 GOOF PAAt& 0/
1/4'/12' ran SLOPE
1 1/2'
Muw. COLUMN
PATCHED T
AT CENTER
["- 2' -0°
OVERHANO
REQUIRED
/1i[!i.\
TILLYT TESTING ! DIG INEERI9/0 COMPANY
6399 N.V. 38th. 51.. Sts. 217, AMNIA 0*P.D0NS, it. 33100
Mono : (303)871 . Fo* : (305)371 - 1331
WALTER A. TILUT Jr., P. E.
FLORIDA Lic. j 44167
NW. ED
Man. PANEL SPAN— 1 Mm. PANEL. SPAN
SEE SCHEDULE ON SHEET SEE SCHEDULE 011 SHEET OOVEORt AN
30F3 30F3
ROOF PLAN — MONOSLOPE ROOF (FREESTANDING CANOPY)
2 - c -. 'A ax. PANEL SPAN
OVERHANG
REQUIRED ROOF O � / E
SZD tt C
CUTTER
(cant) BRADS
SEE CET. 2 OR 3 ® O 0
OR
II= II= 1 ' II II=
11.11.11=9=11=-I 11=11=11=11=P •
I -u-
L�!
OPEN
ELEVATION — MONOSLOPE ROOF (FREESTANDING CANOPY)
0
Alum. BENZ
(Typ.)
(4)- 0 14 &KS. x
7 /E? Ea. PANEL
BRACE
_u_
x 2 1/4 x 080' x 0' -3
( t RECE ANG C NN) 1/2. 0 TEL
SCE TO(UA (2) 1/2 BB 0LL TS TO CAN.
Alum. BEAN W/(3) -1/2' o
TNRU BOLTS TO Cal.
DETAIL 3 : BRACE 1 CONNECTION
TO COLUMN AT 2 0 OR
cascoraza
Ealll
1/17/93
3/3/70
VALANCE
Man. PANEL SPAN
*. 4
0
([0R®
Num. Cal. (TyP.)
OPEN
VALANCE
4 Cone SLAB W/
�n fr. 01.4 001.4
0. 0. M. (OPnONAU
ARROVID a COMPLVI
(�A
SCREEN ROOM /CANOPY
RECOL ENTERPRISES
13280 N.W. 43 AVENUE
OPA- LOCKA, FLORIDA 33054
2' 0'
2' 0°
aVEmw4G
REOU6IE0
VALANCE o I
8s
m
I - - ISOLATED
. k
ON SHEET 3 OS 3
yam Wi
I A ' Z, CODE
;1 .I NI.
BUIIDI ' •- CODE CO Cf Off IICl
ACCEPTANCE Ma. Z
VISION
DADE COUNTY
SCALE
7/15/94
DATE
co
94 — 185
DRAWING No
SHEET 2 Of 3
1 1 SEE s�. 2 02 31 I VALANCE 11
1 b 1 bb ''I ! �
— - - � b
SEE DET. Num. BEAM (Typ.) 1 1 11
2 OR
( r3 l• I E I!1
��� 1 1 1 1 ROOF PANELS (TM.) I I
I I ® ® II II
1 6 b
Akan. Col. (Tn.) I I ® 14 3 S
I I _ � • BRACE 2NP O. W/ C. TO 44140 S. E1.
SLOPE
- - -- - - --
11 11 11
11 11 11
�J VALANCE
EACH SIDE (Cont.)
ONLY 4)
SCREEN ROOM
(1) 1 14 0 it 0. C.
_L.__
(4) 0 1 S. E M. S
n
0
O
93
SEE
BEAM
SCHEDULE
O
SCREEN
E LL= 1- 11..H• -il:
113 u 10° Cont. Cone. Ftg.
Cl/ 2 p S REHABS
TyR. 0 SCREEN ROOM /CANOPY
/A'
AI
0 ROOF PANELS
0
CUTTER (Cont) BY
BEAM SPAN OR
Col. SPACING
DETAIL 1 : HEADER CONNECTION
TO TIE BEAM.
0
Yp.)
7/N/77
ROO
)1EA0 R ((twat)
SEE OETA:L 1
(2) TAPCON PER •
PANEL AS SHOWN
THRU
SEE ETAIL 4/3
BEAM SPAN OR—T--BEAM SPAN OR
Col. SPACING Col. SPACING
ROOF PLAN — MONOSLOPE ROOF
(SCREEN ROOM /CANOPY)
p 10 S.M.S. (Typ.)
1/2 u 1 /IT Attars.
STRAP 0 40 0. C.
O O
()MI 10
Col. EMBEDDED IN FTG.
(OPTIONAL TO CUP LS)
awn. COLUN
I —BEAM /Col. CONNECTION DETAIL
SEE DET. 4/� (1 ,j) GUTTER (Cont)
, Co
ELEVATION — MONOSLOPE ROOF
(SCREEN ROOM /CANOPY)
(T
1-
SEE j
BEAM
SCHEDULE
NOTE: SEE BEAM & COLUMN
SCHEDULE ON SHEET
3 OF 3.
11��ppppFf PANEL 17/
L/4' /12° Main. SLOPE
4)- 14 S.M.S.
7/a' Ea PANEL
urnn
NOTC 11- 13Otkl
istr TH(tU BOLTS TO
4° Cone SLAB
MV 8 it 8 W1.4, W1.4.
W. W. M.
(OPTIONAL G CARPORT)
OPEN
(OPTIONAL)
0 ®Oe
® OR 16
It= II= :
I -
ALTERNATE
ISOLATED Conc.
FOOTING. SEE SCHEDULE
ON SHEET 3 OF 3
(2) 1/4 TAPCON
ANCHORS PER
PANEL 0 10 0. C.
(SEE DETAIL 1)
r WIDE Col. BASE
ANGLE Ea. SIDE
SEE CONNECTION
Speco. ON THIS SHEET
W
AO
1 II
��. ten.
11 ;11
r .Il�li
0
CASE 2
COLUMN CONNECTION TO FOOTING
1/4
PANEL S LOPE
14 SMS. x
Ea. PANEL
p 10 S.M.S. (Typ.)
Ahem BOLTS TO 0
THAU
Num. COLUMN
NOTCHED 2 AT CENTER
Aft. BEAM /Col. CONNECTION DETAIL
r l
.HIT `•(. k a -
•
d<�
A
- - T2'
1111= n =o=11=
11= - . 11 =W :8 =8 =H
0
II MI=LL ➢ =11
0
Q 1 T S.M.S. 0 12' o. C.
4 p 14 S.M.S. Ea PANEL
4 14 S H. S.
Ea. PANEL
HEADER (ConL)
4 Conc. SLAB W /6"x5 ,
W1.4, W1.4 W.W.M. OVER
WELL COMPACTED FILL
(PROVIDE 1% SLOPE)
101
CASE 1
u
3NT
RETURN
SECTION A
t x 2 x 1/T u 0' -2 Alum. ANGLE
Ea. IDE W/ 2 p 10 x 3/4 5.141.5.
TO (1 ) AND 0/ 1/ 4 0 x T TAPCON
ANCHORS TO CONCRETE.
(6)17/ 1/4° 0 u 2 1/2 TAPCON ANCHORS
Ib CONCRETE 0 16" 0. C. START FIRST ANCHOR
AT 3° FROM FACE OF COLUMN Ea. SIOE, AND
1 f) ID x 1 1/2 INTERNAL SCREWS
(y Ea. SIDE
2 {f 10 tt 2" INTERNAL SCREWS
Ea. SIDE OF COLUMN 1
I x 10° CONCRETE FOOTING
w/ 2 0 5 REBARS.
® ®® OR®
2 tt 7 n 1/4° 11 0' -3 Alum. ANGLE Ea SIDE
W/ 2 1 2' THRU BOLTS TO COLUMN
AND 1'0/5/8 0 x 3 RED HEAD SLEEVE
ANCHORS TO CONCRETE.
CONCRETE FOOTING
r 0
I�I�
1111V
/4
3/4
ROOF PANEL tl
1/8'/12° Alin.
(4)- p 14 S.M.S. x
7 /Er Ea PANEL
1 1° x 2 1 4' : 08o' x O' -r
TS TO CaL
NOTCHED Nu E 8ZA1
W3 - 1/ o
THRU BOATS TO Caf.
1/2' u 1 /6' Num.
STRAP a � 48 ° 0. C.
DETAIL 2 : BRACE (T)
CONNECTION TO COLUMN AT()
Alum. COLUl N
ROOF W/ 1/4 . Mtn.
a
SLOPE
p 10 S. M. 5.
/ 0 12 O. C.
3" 0.
GUTTER (Cont.)
3 10 S. M. S.
Ea. PANEL
Alum. BEAM W (4)
0_10 x 1 1/
INTERNAL SCREWS TO Col,
(SEE DET. 4/3)
w/(4) -0 10 x 1 1/2°
INTERNAL S.M.S. TO Col.
SEE CONNECTION Speco.
ON THIS SHEET
0: it c%mER (Cont.)
BRACE
0 GOOF PAAt& 0/
1/4'/12' ran SLOPE
1 1/2'
Muw. COLUMN
PATCHED T
AT CENTER
["- 2' -0°
OVERHANO
REQUIRED
/1i[!i.\
TILLYT TESTING ! DIG INEERI9/0 COMPANY
6399 N.V. 38th. 51.. Sts. 217, AMNIA 0*P.D0NS, it. 33100
Mono : (303)871 . Fo* : (305)371 - 1331
WALTER A. TILUT Jr., P. E.
FLORIDA Lic. j 44167
NW. ED
Man. PANEL SPAN— 1 Mm. PANEL. SPAN
SEE SCHEDULE ON SHEET SEE SCHEDULE 011 SHEET OOVEORt AN
30F3 30F3
ROOF PLAN — MONOSLOPE ROOF (FREESTANDING CANOPY)
2 - c -. 'A ax. PANEL SPAN
OVERHANG
REQUIRED ROOF O � / E
SZD tt C
CUTTER
(cant) BRADS
SEE CET. 2 OR 3 ® O 0
OR
II= II= 1 ' II II=
11.11.11=9=11=-I 11=11=11=11=P •
I -u-
L�!
OPEN
ELEVATION — MONOSLOPE ROOF (FREESTANDING CANOPY)
0
Alum. BENZ
(Typ.)
(4)- 0 14 &KS. x
7 /E? Ea. PANEL
BRACE
_u_
x 2 1/4 x 080' x 0' -3
( t RECE ANG C NN) 1/2. 0 TEL
SCE TO(UA (2) 1/2 BB 0LL TS TO CAN.
Alum. BEAN W/(3) -1/2' o
TNRU BOLTS TO Cal.
DETAIL 3 : BRACE 1 CONNECTION
TO COLUMN AT 2 0 OR
cascoraza
Ealll
1/17/93
3/3/70
VALANCE
Man. PANEL SPAN
*. 4
0
([0R®
Num. Cal. (TyP.)
OPEN
VALANCE
4 Cone SLAB W/
�n fr. 01.4 001.4
0. 0. M. (OPnONAU
ARROVID a COMPLVI
(�A
SCREEN ROOM /CANOPY
RECOL ENTERPRISES
13280 N.W. 43 AVENUE
OPA- LOCKA, FLORIDA 33054
2' 0'
2' 0°
aVEmw4G
REOU6IE0
VALANCE o I
8s
m
I - - ISOLATED
. k
ON SHEET 3 OS 3
yam Wi
I A ' Z, CODE
;1 .I NI.
BUIIDI ' •- CODE CO Cf Off IICl
ACCEPTANCE Ma. Z
VISION
DADE COUNTY
SCALE
7/15/94
DATE
co
94 — 185
DRAWING No
SHEET 2 Of 3
COLUMN
TYPE
ROOF ATTACHED TO PERMANENT BUILDING !
FREESTANDING
ROOFS
oa
GOITER Cd .
r
WITH SCREEN WALLS W/0 "SCREEN WALLS ,
ENO cm. 1
9' -0"
7' -0"
7 ° -6"
8' -0" 8' -0"
9' -0"
10' -0"
12' -0"
7' -6"
8 ° -0"
10 ° -O"
12' -0"
O 5'
-6'
4' -10"
4' -4'
11' - 1 °
8' -9
7' -2"
-
-
-
-
-
®
-
-
-
16' -9"
15 -8"
12' -B"
8' -10'
-
-
-
-
®
-
-
-
o00
ooe
oao
aoo
-
-
-
-
-
-
-
oao
ago
oao
op*
11 -r
9' - 10'
6' -4"
-
15' -6"
13' -B
8' -9"
®
-
-
-
ado
OOO
Gat*
a40
oao
Ott*
15' -5"
1 O' -8"
000
000
000
14' -10"
BEAM TYPE
TRIBUTARY WIDTH 0
MAXIMUM
BEAM
OVERHANG
I
4 ° -0"
5' -0"
6' -0"
7' -0'
8' -0"
9' -0"
60
4' - 10°
4' -4"
4' -0"
3' - 8'
.
-
i' -6"
®
1V -10"
10' -T
9' -8
8' -11'
8' -5
7' -11'
3' -O"
O 7'
-4
6' -6'
6' - 0'
5' - 6'
-
-
2' -0"
13' -0°
11•-8'
10' -8"
9' -10'
9' - 2"
8' -8
4' -ti"
00
18 ' -2"
16' -3'
14' -10
13' -9°
12' -10"
12' -1'
1 5' -O"
ROOF AREA
BEARING OR
COLUMN (F.1. °
REQUIRED
FOOTING SIZE
IN SAND /ROCK
REINFORCING STEEL
EOUALY SPACED EACH
WAY. SAND /ROCK
120
4' -11" x 4' -11"
3' -7" x 3' -?"
5 0 4 REBARS
4 Q 4 REBARS
90
4' - 3 ° x 4' -r
2' -5' x 2' -S '!
4 # 4 REBARS
3 Q 4 REBARS
60
3' -5' x 3' -S
2' -5" x 2' -S
4 Q 4 REBARS
3 i 4 REBARS
40
2'-10° u 2' -10'
2' -O" x 2'-0°
3 # 4 REBARS
3 P 4 REBARS
25
2' -2 x 2' -2"
2'-d' x 2'-0
3 / 4 REBARS
e - 3 @ 4 REBARS
as
BEAM SCHEDULE MAXIMUM SPAN FOR A GIVEN TRIBUTARY WIDTH °
TRIBUTARY WIDTH: - ROOF SPAN (FROM WALL TO FRONT BEAM) /2 + OVERHANG
FOR ROOFS ATTACHED TO BUILDING.
- ROOF SPAN (FROM BEAM TO BEAM) FOR FREE STANDING CANOPIES
OR FOR ROOFS ATTACHED TO BUILDING WITH MULTIPLE BAYS.
00
® 2" x 9" BEAM SHALL ONLY BE USED JOINTLY WITH COLUMNS ®, ® OR .
COLUMN SCHEDULE
MAXIMUM COLUMN SPACING (Ft.) 0 FOR A GIVEN HEIGHT,
TYPO OF COLUMN AND TYPE OF STRUCTURE WHERE COLUMN IS LOCATED
Max. COLUMN SPACING SHALL NOT EXCEED Max. BEAM SPAN AS PER BEAM SCHEDULE
FOR A GIVEN BEAM TYPE.
CENTER COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED
WITH ROOF PANELS FROM EITHER SIDE.
END COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED
WITH ROOF PANELS FROM ONE SIDE PLUS A 2' -0" Max. OVERHANG
(IF APPUCABLE) FROM THE OTHER SIDE.
LIMITED BY BEAM SPAN AS PER BEAM SCHEDULE.
OPTIONAL SLAB
o COL INN MAY ALSO BE CUPPED
ANGLE TO FOOTING APPUCABLE
TO ROOFS ATTACHED TO
PERMANENT BUILDING.
ISOLATED FOOTING DETAIL
2500 psi Pc
ISOLATED CONCRETE
FOOTING SEE SCHEDULE
FOR REINFORCEMENT
REQUIRED
Max. ROOF PANEL SPAN SCHEDULE
IL ECO @tic.
TILLTT TESTING S ENGINEERING COMPANY
8903 N.6. 3611. St.. $10. 217. NRGN>. GARDOK. FL 37166
Fq4e10 : (305)371 -1330. Fo. W0371-1531
WALTER A T1WT Jr.. P. E.
FLORIDA Lic. 44167
MAXIMUM SPAN TABLE FOR A GIVEN TRIBUTARY AREA
a ROOF PANEL SPAN x BEAM SPAN (P(TERIOR COLUMNS) OR
(ROOF PANEL SPAN /2 + 0. H.) tt BEAM SPAN (END COLUMNS)
DETAIL 4 : CO CONNECTION TO 10
N m.. Utx
Col. 57,47. • 0°I. 4 3/3/05
6iRO ED b COMPLyi ; (AMI T E
MTB F1'REDA ethyl _ copi
DAT !_ _ 4 21
BY
RECOL ENTERPRISES
13280 N.W. 43 AVENUE
OPA- LOCKA. FLORIDA 33054
Oa7T arc e.
1/17/95 a
vi/ (4)) 0 14 11
/2° 5. hi. S.
EACH PANEL TO ®
4 Q 10 x 1 1/2' INTERNAL S. M. S.
Ea. SIDE TO Coo. 1O THRU PLATE
1/1 a 4° x 2 1/2" Alum.
PLATE EACH SIDE
i • ' ••v CONNR .t+ DIV1.ON
BUILD:AG CODE COMP OFFICE
ACCEPTANCE 110. 4 k ° Oat O
SCREEN ROOM /CANOPY
Ma SP* l (1M7L)
0417
3/28/05
4/4/03
DADE COUNTY
SCALE
7/15/94
DATE
94 - 185
DRAWING No
SHEET 3 OF 3
SPAN CONDITION
Matt. SPAN "L"
5' -0'
L 2'
1=--- � y
5 -�'
. 2'..:,..t.„___ L --..4.....2"...1
5'-0"
►a
a 2S 1g
2 '.+. , — L *...2'04
-- `.k.' ---L--
5' -0
p 2'
'...1 L L L a'..1
as
BEAM SCHEDULE MAXIMUM SPAN FOR A GIVEN TRIBUTARY WIDTH °
TRIBUTARY WIDTH: - ROOF SPAN (FROM WALL TO FRONT BEAM) /2 + OVERHANG
FOR ROOFS ATTACHED TO BUILDING.
- ROOF SPAN (FROM BEAM TO BEAM) FOR FREE STANDING CANOPIES
OR FOR ROOFS ATTACHED TO BUILDING WITH MULTIPLE BAYS.
00
® 2" x 9" BEAM SHALL ONLY BE USED JOINTLY WITH COLUMNS ®, ® OR .
COLUMN SCHEDULE
MAXIMUM COLUMN SPACING (Ft.) 0 FOR A GIVEN HEIGHT,
TYPO OF COLUMN AND TYPE OF STRUCTURE WHERE COLUMN IS LOCATED
Max. COLUMN SPACING SHALL NOT EXCEED Max. BEAM SPAN AS PER BEAM SCHEDULE
FOR A GIVEN BEAM TYPE.
CENTER COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED
WITH ROOF PANELS FROM EITHER SIDE.
END COLUMN: COLUMN THAT RECEIVE REACTIONS FROM BEAMS THAT ARE LOADED
WITH ROOF PANELS FROM ONE SIDE PLUS A 2' -0" Max. OVERHANG
(IF APPUCABLE) FROM THE OTHER SIDE.
LIMITED BY BEAM SPAN AS PER BEAM SCHEDULE.
OPTIONAL SLAB
o COL INN MAY ALSO BE CUPPED
ANGLE TO FOOTING APPUCABLE
TO ROOFS ATTACHED TO
PERMANENT BUILDING.
ISOLATED FOOTING DETAIL
2500 psi Pc
ISOLATED CONCRETE
FOOTING SEE SCHEDULE
FOR REINFORCEMENT
REQUIRED
Max. ROOF PANEL SPAN SCHEDULE
IL ECO @tic.
TILLTT TESTING S ENGINEERING COMPANY
8903 N.6. 3611. St.. $10. 217. NRGN>. GARDOK. FL 37166
Fq4e10 : (305)371 -1330. Fo. W0371-1531
WALTER A T1WT Jr.. P. E.
FLORIDA Lic. 44167
MAXIMUM SPAN TABLE FOR A GIVEN TRIBUTARY AREA
a ROOF PANEL SPAN x BEAM SPAN (P(TERIOR COLUMNS) OR
(ROOF PANEL SPAN /2 + 0. H.) tt BEAM SPAN (END COLUMNS)
DETAIL 4 : CO CONNECTION TO 10
N m.. Utx
Col. 57,47. • 0°I. 4 3/3/05
6iRO ED b COMPLyi ; (AMI T E
MTB F1'REDA ethyl _ copi
DAT !_ _ 4 21
BY
RECOL ENTERPRISES
13280 N.W. 43 AVENUE
OPA- LOCKA. FLORIDA 33054
Oa7T arc e.
1/17/95 a
vi/ (4)) 0 14 11
/2° 5. hi. S.
EACH PANEL TO ®
4 Q 10 x 1 1/2' INTERNAL S. M. S.
Ea. SIDE TO Coo. 1O THRU PLATE
1/1 a 4° x 2 1/2" Alum.
PLATE EACH SIDE
i • ' ••v CONNR .t+ DIV1.ON
BUILD:AG CODE COMP OFFICE
ACCEPTANCE 110. 4 k ° Oat O
SCREEN ROOM /CANOPY
Ma SP* l (1M7L)
0417
3/28/05
4/4/03
DADE COUNTY
SCALE
7/15/94
DATE
94 - 185
DRAWING No
SHEET 3 OF 3
T EiT. PLANS ARE APPROVED FOR ISSUANCE OF A BUILD:N2 7E1M7
ED Willi r0 0 '..*:!7 , rATCC(S _TSTErrrl, ":17.Y.AF.HP
IC r;fliER E ;:c!"10 °■r,M! SNORES 3',1:'`D:X2
121 ES PE;1".":7! ED, u:7,L'F.."',", ,PO:FiCAL"Y L'iS723,
ALL OTHER APP 1C STATE AF:D COUNTY LAWS MUST BE CUED
42ITH BY ALL PAll
7 ;:rrak•E DEPART:'..IENT
PUBLIC
6
APPRZVAL
Authrri7e1 Signatre ate
4; C:37. AS .,??TF;;"
A Z:LDER &
Kr.3 OT TS:LD.
r
r'- D $ O
1.o ,
Location and legal description of lot to be built on:
Lo. L 1/ . Block
Street and Number where work is to be done
2(-7
[ O M SHORES VOLLASE
BUILDING INSPEC'e ION DEPARTMENT
NT
APPLOCATO N F L`a 8 UILDONG FIE MOT
0
0
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.
- - Date. (. ,19..7...
Owner's Name and Address rt>�F_eo. _. . A T Z _E /-- No. _ _ _ Street._ - ._.._._
Registered Architect and /or Engineer.. C 44 aLEI 'J.:. _ P(41 L
Name and address of licensed contractor.__.I "1A -tN L ,o_C Cff - 4& T /'f L1 J 'nF - / ee(t jl-i- .i
((� --
Subdivision l 1 VItl [(I =S J ac Flo ( /
`L 9 `I -- 1 ' ,
State work to be done and purpose of building (by floors) __ _ __ __. ____. � . 7 C 1.. -Z c S
-.- l and for no other purpose.
New Building.__ Remodeling . _ . Addition _ _ _.. . . Repairs_ . . . _ . ___ No. of Stories 1
To be constructed of _ . . c e S Kind of foundation .. t , - Roof Covering . C 1
Estimated Total cost of improvements $__ [ . 00 0 - Amount of Permit $. _ .1.02. e _
Zone cubage required a ■cr Plan Cubage V-4 . e r ' 2,-
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor__
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to. ._ _
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled•General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance fro. + contractors r sub - contractors emp loyed by him
in the work to be erformed under this permit; and will post or cause to be posted f. 'sec ion on of the work sue public notice
or notices as are re by the Act. The undersigned agrees to employ only such . con ctors, wor to be perfo ed under this
permit, as are licensed by Miami Shores Village. � �y //
Remarks _ _ _. ._ .
(Signed). /�_ 1- V 6 �. /tS �u a2
STATE OF FLORIDA,
COUNTY OF DADE. 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 carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No.__... _ Date. Read, Sworn to and Subscribed before me.
Disapproved _ Date .._
( Signed) _ .. .
Building Inspector My Commission Expires
Notary Public, State of Florida
PLANNING BOARD .DATE
Chairman Member
Member Member
Member Member
Council Approved .._. Date Disapproved Date
NOTE: A charge of $1.00 will be made for making co -re( ■ ions or changes !o this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when SL -h re ,n,pection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
X2222 T: a^,
; t
�
6 . ce
\)! ��
! : S
�aq
66 ��$,�]
ma c .
, ! e • '
0
m � §!mv,z 616.-E
� 6 2%&.
)
J. H. MANUCY, INC.
12-`,XD SURVEYOR
1160 WEST 68th ST,
HIALEAH, FLA.
Tel. 821-1281
(f,
, v.
, -
/ • . 9 • / '
/0 1
9 :
-
11 • ;-.; • //, )
11 • 1 • ;
•
9
/1
■Z'
1 )
r kr
tv I
G'•
-
L.
7.f.:T7- 22 1?-. 2`; 7 7
as recorded in Plat Book `:,1') at Page
Florida
FOR: ;•;
ORDER NO, 75r)2,
I HEREBY CERTIFY that the Plan shown
hereon represents a Survey made under
my direc and is True & Correct.
J.H.M Reg.Land Surveyor No01128
•
•
B
State of Florida
1
•
according to the Plat thereof.'
73 of the Public Records of Dade County,
DATE: r 1 V 28
Permit No_�
Disapproved /�
(Signed) l.c/,�_
ChaCxrnan
Member
Member _
Council Approved
MAMISH
ES VOLLABE
(BUILDING INSPECTION DEPARTMENT
APPLOCATO oON FOR B1.0011-D01NO 0 IE03MOT
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.
Own:,i s Name and Address... .. ___ ..
Regfaered Architect and /or Engineer... _
Name and address of licensed contractor.
Location and legal description of lot to be built on:
Lot. Block
Street and Number where work is to be done
State work to be done and purpose of building (bytes)
Date-. / 0 L7 .
Building Inspector
Date
PLAN
Date
Street..
! d=
. Subdivision....
�1 9 7
and for no other purpose.
New Building__.._ ___ Remodeling._ ___.. ___. Addition Repairs.. No. of Stories
To be constructed of Kind of founds oof f Coverin
Estimated Total cost of improvements $ r-- Amount of Permit $
Zone cubage required _ plan Cubage____
Distance to next nearest building._ __. _ . Size of Building Lot....
Maximum live load to be borne by each floor___
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to..
The undersigned applicant for this building permit doe hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen s Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the wok such ublic notice
or notices as are required by the Act. The undersigned agrees to employ only such subcon. ago p r on work to '. f under this
permit, as are licensed by Miami Shores Village. - — -
Remarks _ __ _ _ _. (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take a, knowledgments, 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 carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires_.._
G BOARD_. __ . DATE
Member
Member
Member
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 $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
• OWNER'S NAME I
,� f. -- 6prg7_ cc_
PRESENT ADDRESS
Z5 s4- e 77-- c7
LICENSE NO.
PHONE NO.
JOB LOCATION (ST. OR AVE.)
or 0. �. IX C
L.. O, d U.
LOT
a'�
BLOCK 1
')
(
SUBDIVISION
, _ �
m l FiYvI. \ C fd�/L -CT L' � tl
�4� t GENERAL CONTRACTOR AC ` �� D ��
N`-' ' L .
ADDRESS ` � IrL
PHONE NO.
LICENSE
Z.
d
BUILDING PERMIT O. � 4 /
f
DATE 3 -'3 - (7•�
Gr p , . ,
PERMIT FEES `7,
BUILDER'S BOND
NO. 2 L. ? `r DATE 3_13,4_1
ZONE R (�.(' REQUIREMENTS lfr; S CU. FT.
PLAN CUBE 13t"'• 9z, CU. FT.
EST. COST E r 7 eoo
r
DRAW NGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY 6-5- -=---- ti?
;yy DAT=
•x-13'.7
NEW CONSTRUCTION
TYPE
.c 6 s
STORIES
®ne
ROOF CONSTRUCTION
T: /G.
INTERIOR CONSTRUCTION
3 6/Y. 2 6-v+71 -, .�
REPAIRS
DESCRIPTION
y �/
(� / //'//'
JC�dCdc ='f to�ca:�4 714. 5
C. s,far0. . ( c _._3 - 41,(c 4 CC=` _.
t)
DESCRIPTION /
ALTERATION
/
ADDITION G2>ux� S2 �--. 47 7 / , g-7 7 1 -
SUBMITTED TO PLANNING BOARD
APPROVED
REJECTED
REFERRED TO COUNCIL
REASONS
RESUBMITTED TO PLANNING BOARD
SUAMITTFnTOVILLAGECOUNCIL
�i
E 9 (° r
REMARKS � d L 5 i. �a/ 30a
n�.��O �y f2.C. en A --- %/ 1O(;- `- It � . 7" cif --i->
SG-n iii C 4 ,
CERTIFICATE OF OCCUPANCY NO. /7 ..
- ':G" :
ISSUED
BY
TO �J�"" O? F 6,6 - cc."C
BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE
ors
INSPECTIONS
DATE BY
I INSPECTIONS
DATE
BY
FG)UNDATION
I
ROOF
flF-. 4. . /mss)''$
SEWER
BEAMS & LINTELS
I
POOL
PERMIT NO. � I �
z'i < *.: " 3' et: -
I S
FRAMING '
TEMPORARY SERVICE ii
I S
AIR COND.
RANGE CONN.
I
ear
FIK'jpe.L
MOTORS
CLEAN UP
S
FIXTURES & FINAL
SLAB
SEPTIC TANK
S
I
I
SLAB
SOLAR HEATER
SPECIALS PERMITS
PERMIT NO.
DATE I FEE
TEMPORARY SERVICE
BY
1 $
SEPTIC TANK /✓l E9RUP• 4
• Tl3 S '1
flF-. 4. . /mss)''$
SEWER
REPAIRS
1 $
SOLAR HEATER
PERMIT NO. � I �
z'i < *.: " 3' et: -
I S
GAS
TEMPORARY SERVICE ii
I S
RANGE CONN.
I
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE- INSPECT
BY
ROUGHING
NEW BLDG. I ALTERATION 1 ADDITION
I
REPAIRS
SPECIAL PERMITS I .
PERMIT NO. � I �
z'i < *.: " 3' et: -
TUB & TOP OUT
FEE
"'
TEMPORARY SERVICE ii
H. W. HEATER CONN.
RANGE CONN.
1
SEWER
MOTORS
I
S
FIXTURES & FINAL
FIXTURES
SEPTIC TANK
S
I
I
I c
SOLAR HEATER
FIXTURES
GAS
CONTRACTOR /-1‘,/2.47 I
a-Ec- /
DATE
PHONE
RE- INSPECTI BY
2.
PERMIT NO. / `Y 4 1 DATE 1 6 - co?
TEMP. SERVICE
FEE $
rd
NEW BLDG. I ALTERATION 1 ADDITION
I
REPAIRS
SPECIAL PERMITS I .
PERMIT NO. � I �
z'i < *.: " 3' et: -
DATE
" v , -f $ `!'
$
FEE
"'
TEMPORARY SERVICE ii
H. W. HEATER CONN.
RANGE CONN.
1
I S
MOTORS
I
S
FIXTURES & FINAL
FIXTURES
I
S
I
I
I c
INSPECTIONS
DATE
BY
RE- INSPECTI BY
RE - INSPECTI BY
TEMP. SERVICE
I I
I
ROUGHING
H. W. HEATER CONN
RANGE CONN.
I
h
I
FIXTURES & FINAL
I
t
PLUMBING PERMITS & INSPECTIONS
PHONE
t.
CONTRACTOR
\ 'PERMIT NO. o S 1 DATE �•
,NEW BLDG. b" 1 ALTERATION 1 ADDITION
W`"
4
z
BUILDING INSPECTIONS ace,.
FEE $
REPAI RS
ELECTRICAL PERMITS & INSPECTIONS
APPROVAL TO POWER CO. FOR SERVICE DATE
BY
ITEMS
SUB CONTRACTORS & SUPPLIERS
NA I, & ADDRESS
1. Architectural a ns
,, .. /, &Z
11111,1 0_
2. As.halt walks . drives etc.
3. Cabinets = Bath Vanity
I/Ia!1 r
,1 G
4. Cabinets = Kitchen
5, Cabinets - Medicine
n a
6. Cabinets - Unit Closet
0 "
7. Clean
, &
8. Clearin: Site
`
AI.. -
9. Concrete - Foundation, Slabs Beams
1122tilro. � .,. - 'n
10. Concrete - Walks , drives, etc.
11. Contractors Fee
12. Electric Fixtures
13. Electric Wiring
149 Equipment Rental
15. Excavation
16. Fill for S10
17. Floors = Finish wood & kitchen
18. Floors = Terrazzo
19. Garage Doors
20. Glass Slidin: Doors
21. Hardware - Finish
22. Hardware - Rou h
23. Heatin•
24. Insurance - Liabilit com .-bond
25. Labor - Payroll
- !wniTh2/1 C71)
6 - Contract
7
27. Labor - Contract
ii
28. Lan dscaping, Fill, Grading
29. Lath, Plaster Stucco
.30. Lumber ,All
31. Masonry Labor
32. Masonry Materials, Block
33. Millwork
34. Miscellaneous
35. Ornamental Iron Work
36. Oven & Plate - Built-in
37. Overhead
38. Paintin:
39, Permits Temporar, Power
40. Piling (Foundation)
41. Plumbing Complete
42. Pool - Swimmin:
i
1
43. Roofing & Sheet Metal Work
44. Roof Trusses - Pre =fab.
45. Screen Enclosures
46. Se. tic Tank or Sewera:e
47. Shower or Tub Enclosures
48. Steel - Reinforcing & strl.
49. Su ervision
50. Surveys
51. Tile & Marble
52. Water - Public
53. ►dater - Well & Pum
54. Windows Glazing & Screens
55. Window ames - Con rete
a4 1,..41 - 41--A nrt - -- n - - .. .
IIIAIII SiOli'S VILLAGE;
APPLICATION FOR FINAL INSPECTION
Prior to a final inspect. n this application must he filled out; if sub contractors have
failed to take out permits the general contractor shall be responsible for the permit and
fee. A final inspection must be made prior to the release to Florida Power and Light Co..
and the issueance of a certificate of occupancy,
OWNER
LOT 2.
BUILDER
L
BLOCK 7
j DAY LABOR CONTRACT `� DATE 7-7_1 19,61
JOB ADDRESS n/ 97�y Al i
SUB.
cation for Final Ins
fiheo-
ITEMS
SUB CONTRACTORS & SUPPLIERS
NAME & ADDRESS
1. Architectural lans
• Z
2 As•halt walks drives. etc.
® ,,.,e -
3. Cabinets = Bath Vanit
s
r_.....: I- L -
4. Cabinets - Kitchen
1< <I
5. Cabinets - Medicine
tt
6. Cabinets - Unit Closet
4 I!
7. Cleanin-
;,
8, Clearin: Site
; 0.
9. Concrete m Foundation, Slabs Beams
S.- •
10. Concrete - Walks,drives, etc.
11. Contractors Fee
12. Electric Fixtures
m _ -AL
13. Electric Hirin•
- - ' c.
140 E.ui.ment Rental
O
15. Excavation
r - A .-
1.6. Fill for Sl4 •
-
17m Floors - Finish wood & kitchen
; % r2-= r ,. , - '., p, 3 , b ,,
18. Floors - Terrazzo
19. Gara:e Doors
r. a ,- ob., •. s'
20. Glass Slidin: Doors
•,�, '--•
21. Hardware - Finish
/ - a ,-�,JL
22, Hardware - Rou.h
:, ,/
23. Heatin:
/o,., -�; Ei -k _
..0fiarD,
24. Insurance - Liabilit com.. -bond
25. Labor - Pa oll
4 _.. _.- ,-- -
26. Labor = Contract
_ ,. `
27. Labor = Contract
,,
28. Landsca in Fill. Gradin•
-
,•`. Co _A
29 Lath. Plaster. Stucco_
- . . r�-
*.
- `.� n��,�
30 Lumber All
1111111M6,uG 2 `" , / c� AMINIIIIII
31. Masonr Labor
32 Masonr Materials , Block
IIIIIIIr '
33. Millwork
o 67
34. Miscellaneous
-_ A ..
35. Ornamental Iron Work
-_,'
36. Oven & Plate = Built-in
L . u ,
37. Overhead
38. Paintin:
,.
39 Permits. Tem•orar Power
1 _�,,
40. Pilin: Foundation
•,,
41. Plumbin: Com.lete
i 43S e3,
42. Pool - Swimmin:
_
43. Roofing & Sheet Metal Work
-%_, ' - _...:- "" 411) . : .,
MAE, ,
44 Roof Trusses - Pre -fab.
z (l67
45. Screen Enclosures
AL -
46. Septic Tank or Sewera • e
_F 0 ,�Ar�� c ar G co.
47. Shower or Tub Enclosures
C2 L D 2a cT3
48. Steel - Reinforcin: & strl.
L ± A2 ` 2 _ e-
L
49. Su• ervision
50. Surveys
, o
51 Tile & Marble
C �, , ,e.
52. Slater -- Public
,2
Lam' s. -Aei - 30P-1
CL's
, , o
L.G . ?,
53. plater m We & Puri.
54 Windows ,j & Screens 1111WOMMEIfft-
55. Windo.r! jmes - Concrte
Prior to a final inspect n this application must re filled out; if sub contractors have
failed to take out permits the general contractor shall be responsible for the permit and
fee. A final inspection must be made prior to the release to Florida Power and Light Co.
and the issueance of a certificate of occupancy.
OIiNER 9TFPg4 IT ? ; 2,Ec-
LOT 21, 2, . BLOCK 7 SUB.
IIIAI'II SHORES VILLAGE
APPLICATION FOR FINAL INSPECTION
JOB ADDRESS__A
x�l ioation for Final Inspection
MIAMI SHORES VILLAGE, FLORIDA
BUILDING ❑
ELECTRICAL ❑ Date— V 1 t',)
PLUMBING ❑ PERMIT N? 8962 Contractor's
License No.
❑
❑ Work to be performed under this Permit
Owner of _ a
Building
Architect
Contractor
or Builder' -. );"7 r r
t
Legal Lat `,-
Description � Bl
Address of < o ,
Building j1
/7 C'
Subdi-
vision
Sq. Ft.
Value of Amount of
Project $ I I Permit $
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that ho assumes respon
sibility for work done by his agents, servants or employees. �_
4 r
Signed • ;.. _..� /. - (IN BY
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this p�grmit I assume „fcspon ibility fof all work done by either, myself, my agent, servant or employee.
‘;ONTRACTOR or BUILDER , BY AUTHORITY
MIAMI SHORES VILLAGE, FLORIDA
BUILDING p
ELECT
PLUMBING L D PERMIT N? 8496
ROOFING ❑
0
Owner of
Building , :J `,,,<T7
Architect t. „ . .(:
Contractor
or Builder
Legal Lot
Description B1 1`
Address of
Building
l �
CONTRACTOR or BUILDER
Work to be performed under this Permit
Date
oep
Con factor's
ense No.
Subdi-
vision -
Sq. Ft.
Value of 11 Amount of
Project $ 11 Permit $
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revolved
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown On the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants -or employees.
f r•,
Signe ` i - (INSPECTOR) BY
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulation,
pertaining thereto and in stricC'eottformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.
In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee.
BY AUTHORITY
Y �_
CAE TIFHCATE IMF OCCUPANCY
MIAMI SHORES VILLAGE, FLORIDA
BUILDING DIVISION
N 1`13
Approved. use by occupancy
Remarks
2L CU SD C35
Miami Shores Village, Florida,
Owner, Agent or Tenant of Building n7.. - '
Lo Block Subdivision
Street Address CI 11 F/70 n.o
This Certificate of Occupancy is issued to the above named
for building at above named location only upon the express provision that the applicant will
abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the
Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaini to
the erection, construction, alteration or remodeling of buildings or strictures.
lvsoy" �-a
riTc-
Owner's Name and Address f °_A__
Registered Architect and /or EEngineer.. .
Name and address of licensed contractor
Distance to next nearest building.
M1A o SHEMES VoLLA c
BUILDING INSPECTION DEI'A TIMENT
APPLACATO N F BMDLLIDDNG P[ G3M0T
0
0
New Building_ _E/ Remodeling .... Addition
To be constructed of Kind of foundation
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.
BAT L
Location and legal description of lot to be built on:
Lo. ._�— .._� __ Block 7 SSu n
v� . d '1 ,s ��
Street and Number where work is to be done. '�s -¢ ? 7
State work to be done and purpose of building (by floors )_ _
/
Date.
! r i , 19..6
No. )
1� �� , rr
Street- Street �. _ - - .�._.l_%
and for no other purpose.
Repairs_ No. of Stories / -
Roof Covering _ /_. +� i ' 51 �'
Estimated Total cost of improvements $...i�. 066 , ° . Amount of Permit $... _.. ,
co
Zone cubage required 5 / , � Plan Cubage..__
Size of Building Lot
Maximum live load to be borne by each floor__.
1 hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to. _. - -
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to he posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such su..•..tractors, on work tt be performed under this
permit, as are licensed by Miami Shores Village.
Remarks__ -- ( Signed)
STATE OF FLORIDA,
COUNTY OF DADE. Ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
PLANNING BOARD DATE
Chairman Member
Member Member
Member . .... Member
Council Approved - ... .. . Date Disapproved ..
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 carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No F Date - // .7...- Read, Sworn to and Subscribed before me.
Disapproved . Date.
Notary Public, State of Florida
( Signed) ./-. �.,1 ez .< e": _ .._ ‘71-
Buildi ' nspector__, My Commission Expires_
Date
NOTE: A charge of $1.00 will be made for making correc'ions 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 s2 •h re ,n,pection is made necessary by improper not ce for inspection or faulty
materials and /or workmanship.