1005 NE 91 Terr (9)APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY
I, : '1 h ;1 -!( t ey c
to re- occupy the single family residence known as : (address)
/CC S /U6..: 91 tct Miami Shores, Florida.
Legal Description:
Lot: Block PB & PG:
I hereby certify that I understand that the zoning of the property is for single- family residential use
and that it is unlawful for more than one family to reside therein. I also understand that any
Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the
referenced property is being used for single- family purposes and that such Certificate does not
constitute any representation, warranty or certification as to the condition of the dwelling or other
structures on such property.
Applicant
Print Name c 1 Q , CJ F rno, Jea
***#*************** s ******************* * ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
For purposes of conducting the inspection required by Section 902 of the Miami Shores Land
Development and Zoning Code, please contact:
Contact Name: R;
Comments:
PAGE 1 OF 2
:/ 7
, hereby apply for a certificate
Date 7// SA c '
305-
Telephone: 3C c
Buyer / Seller Realtor . Company Name
Application Fee ($50) paid: Cash Check No. .
b
Inspected by: Approved Denied Date 7/ ! 1
P Y
CERTIFICATE OF RE- OCCUPANC
f Miami Shores Village, Florida, the undersigned certifies that th uan property
On behalf o oses of re- occupancy P
lication has bee inspected for pure Code and that such
Section and 902 of the Miami Shores Land in the above app Development Zoning residential purposes.
Cha s.
Sections 901 anand fo ingle- family n
pe ied by the above app
property may be re -occup Y
MIAMI SHORE VILLAGE, FLORIDA
By:
Date of Certification:
THIS ERTIFICATE VERIFIES THAT THE REFERENCED
ES
PRO C BEEN INSPECTED BY MIAMI SHOR
PROPER � HAS BEEN DE TO PRESENTLY
COMPLY OMPL WITH THE SCHEDULE OF REGU OF THE
MIAMI COMPLY AND DEVELOPMENT CODE
SHORES LAND TEACH
PERTAINING SOLELY TO THE REQUIREMENT THAT
INTENDED TO BE
ONE-FAMILY DWELLING IS USED AND PURPOSE ONLY,
USED FOR AONE -FAQ CDC DOES NOT CONSTITUTE ANY
HOWEVER, THIS CERT� •
REPRESENTATION Y AS TO THE CONDITION OR WARRANTY ON THE
OF THE DWELLING OR OTHER
PREMISES DESCRIBED ASPECT OF SUCH
IN, OR ANY HEREIN, D PERSONS ARE AD VISED AND
TO MAKE CONDITION, AND THEIR O WN INSPECTION OF THE
ENCOURAGED
PREMISES IN ORDER TO DES THE CONDITION
THEREOF.
PAGE2OF2
O
Q D= ' 300000
0 Ot ?
0 - 0 O O II - IIK5 -
0
LOADS:
DEAD LOAD OF ROOF • 20 pat
LIVE LOAD ON ROOF a 30 pet
LIVE LOAD ON CEILING • 10 pet
NET UPLIFT • 20 pet
STRESS DIAGRAM
I'- G,00
- TTZuSca Q
+ Ge
W /TRUSSES @ 24" O /C:
ROOF LOAD PER L. F. OF TRUSS a 2 x 50 • 100/
CEILING LOAD PER L. F. OF TRUSS • 2 • 10 • 201
UPLIFT LOAD PER L. F. OF TRUSS • 2 x 20 • 401
4-1- --
JOINT C
I•JAI L-S 0E2 PLATE)
UPLIFT MOMENT @ JOINT ;'C" • 510 x 17 - 340 x 8. 5 • 47901 -
H� • 4790/3.54 • 13521
1352/1.33 x 177 • 5. 7 PLUGS REQUIRED (3 EACH FACE)
He
JOINT "C"
ALLOWABLE GU'T
LJUE IN PLAr4
51K
2 04'
Ill
d
5,6A 4. A E•our
IJOTE: G.A.5.5>E2 B
C k 't
OZO S /s" CA
4. ALL TRUSSES TO BE 2' -0" 0. C.
JoIIJr
Ig00 'f CouSrrzuc - r,OL, cI Iz
NOTES
— ISOO •r. !UDU5TIZIAL FIR
HALF ELEVATION OF TRUSS
" )/4 • I , -O •
MOTE: CONNECTOR PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS
1. NAILS TO BE 1-1/2" "STRONGHOLD NAILS" 120 -3/8" H. D. - .028 MD. ELECTRO - GALVANIZED
MANUFACTURED BY INDEPENDENT NAIL COMPANY, BRIDGE WATER, MASS.
2. ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED 33 -1/3% FOR SHORT TIME DESIGN
LOADING CONDITIONS.
3. DESIGN LOADING PROVIDES FOR 5 p. •. f. ADDITIONAL FOR HEAVY ROOF COVERING.
JOINT E
(2 UAILS PE¢ Pi.A
20(1A. 04 19GA. COAINECTOQ t3
2'Y3
TROS5
1.2•X 2O6A,MAI LED ADDED STRIPS XIO LON6,EACHSIDE
WITH 14-120X1 %V' STROW&HOLOP WHEN ZO GA.
CONK. PLATE IS USED
ADDED PLATE 15 'JOT' REQUIRED OVER ZO GA,
coN1.1. PLATE FOR SPANS LESS THAW 50'- 0"
Jolur'B
SPECi FICATIONS
WOOD: MINIMUM GRADE REQUIRED SHOWN ON HALF- ELEVATION.
CONNECTION PLATES: TO BE 20 - GAGE ELECTRO- GALVANIZED, PERFORATED WITH TEETH, AS MANU-
FACTURED BY THE RONEL CORPORATION. PLATE TO BE GRADE C. MINIMUM TENSILE
STRENGTH 55, 000 pei, ACCORDING TO TENTATIVE SPECIFIGATIONS FOR LIGHT GAGE STRUCTURAL
QUALITY FLAT HOT - ROLLED CARBON STEEL (ASTM DESIGNATION A245).
ALLOWABLE UNIT STRESSES
C COMPRESSION PARALLEL TO GRAIN 1350 pei 1200 pet
CA. COMPRESSION PERPENDICULAR
TO GRAIN 390 pet 390 pet
f EXTREME FIBER STRESS IN
BENDING OR TENSION 1500 psi
E MODULUS OF ELASTICITY 1,760, 000 pei
CONNECTIONS: SAFE WORKING LOAD • 177 LBS. PER "PLUG" BASED ON
ULTIMATE LOAD • 530 LBS. PER "PLUG"
FACTOR OF SAFETY a 3.0
3PLIe3i
JOINT D
0) " •
( IO I.JAILS PE2 PIA )
Jou-rr 'A •4
JOINT A
.01"x 11 -o•
(e) NAILS PER PLATE)
2 x 4 - 1500 "C' IND. FIR
11 PINE 2 :6 • 1500 "P' CONST. FIR
2x4 CONST.
GRADE FIR
660 pet
1500 pel 850 pei
1, 760, 000 pei 1, 760, 000 pet
I'- 7 y6 "
REVISED: 5 .19.5E
C+1
s
•• ,. 1
•• TRUSS SPAN
TO 34' -8
SLOPE : 2 I/2 :12
TRUSS NO. 34 -I -F
WOOD TRUSS DESIGN
FOR
RONEL CORP.
1125 BURLINGTON ST, OPA- LOCKA • FLA
MORTON FELLMAN DATE: 4 -IS -50
J05 NO. 60105
ENGINEER NO.SOOZ ORN 51: 5.A*
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