REV-17-988 l� I� Miami Shores e Villa
l g APR 10 2017
Building Department
BY:_
10050 N.E.2nd Avenue, Miami Shores,Florida 33138 -
a
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
I
FBC2014-
BUILDING Master Permit No. V0 -3- 6-5-10),,
PERMIT APPLICATION Sub Permit No. Ry-\j I I —`I8
❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL
F-IPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 14,20 NX 103 al
i
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO . V
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name(Fee Simple Titleholder): Gn(\P11 M9 j A-Cl8nh?M Phone#:
Address: I CS i C 103:�T
City:_M\n(y\l SV 1iY425 State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Phone#: -2,C)S y3_�14g
Address:_1:1CAj kpt�7 Uftl
City:t4. ffwl rl"S`I f State: [. Zip: I$
Qualifier Name: rye- SMq.A Phone#:
J. r I
State Certification or Registration#:' Certificate-of Competency#: ! r
� �• R ,.�r is )� - .i ..:� !'.�
DESIGNER:Architect/Engineer: - Phone#:
Address: ` City: State: Zip:
Value of Work for this Permit:$ U• Square/Linear Footage of Work:--46t)- r)
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ /Re lace
Re air
p p F-1 Demolition
Description of Work: _(l,M Ej I "
�• J v
Specify color f
o color thru tile: ji fllos ss art; � '`�z' fib.,__ •, 4
Submittal Fee$ Permit Fee$ �c7 �� CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ W Bond$
TOTAL FEE NOW DUE$
(Revised02/J4%7n14)
t
dpi;;
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City si ' �, `� State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work!wiii be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC.....
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.
"WARNING TO 'OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." 0 1.
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the'applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered,to.the person
whose property is`subject to attachment. Also,a certified copy of the recdrded notice of commenceme'nt must'be posted at the job site
for the first inspection which occursven (7) days after the building permit is issued. In the absence of such posted notice the
inspection will not be a ed� a nspection fee will be charged.
Signature Signature
Y CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing i trument was acknowledged before me this
l� —day of 20 by ' day of20 7 by
1-1111\Q Ll�rwiA m' who is rsonally kno to C ncie who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take
NOTARY PUBLIC: NOTARY PUBLIC:
Sign. AQWX Sffi4ffwghSign: 11
Print: Print:
Seal: ' `�• ° RAQUB'ASC�ROUGH Seal:
MY COMMISSION 0 FF 242181
` P= EXPIRES:October 18,2019 4NY'PLD.• YA
tPRI;IIETO
Bonded rhru Notary Puyro , MY COMMISSIFF 214031
Undenanters EXPIRES:March 25,2019 i
or-'t 4P' Bonded rhru Notary Public Under ritE,' ,
r.
APPROVED BY ( 3 Plans Examiner Zoning
Structural Review Clerk
LINE OF METAL ROOF RIB BEYOND(TYP)
12" ROOF INSULATION AS SCHEDULED(TYP)
SLOPE BREAK DETAIL AS PER ENGLERT(TYP)
UNDERLAYMENT AS PER ENGLERT(TYP) In Aw
19
METAL ANGLE AS PER
FURIL
Yom, STRUCTURAL DRAWINGS(TYP) rmE v Is=VISION
WOOD BLOCKING(TYP)
5/8" EXTERIOR GRADE PLYWOOD
W/PAPERBACKED MTL LATH(TYP)
HURRICANE STRAP AS PER
- STRUCTURAL DRAWINGS(TYP) 02
WOOD LEDGER AS PER SK A1300 STANDING SEAM METAL ROOF
STRUCTURAL DRAWINGS(TYP) SYSTEM BY ENGLERT(TYP)
TONGUE AND GROOVE WOOD CEILING +�
_ 12"_ _ _ -AS SCHEDULED(TYP) HP 1 201/
� LINE OF ROOF JOIST BEYOND (TYP)
5/8" PLYWOOD ROOF SHEATHING AS PER
STRUCTURAL DRAWINGS(TYP) �((
t�xac• ..: yr.,g.....,.;.. •:as•., �.,....r,.,. .'rF ':.�::, ... .:F �C }tll lk�hx! 1 -
n.
1/2"GYPSUM BOARD CEILING AS�
SCHEDULED(TYP)
ROOF TRUSS AS PER
STRUCTURAL DRAWINGS(TYP)
WOOD FURRING(TYP) o 1
CAULKING(TYP)
WALL FURRING AND INSULATION c L a
AS SCHEDULED(TYP) :z WEATHERPROOF SEALANT(TYP)
5/8"GYPSUM BOARD AS PT WOOD BLOCKING(TYP)� J a
�'�;��;3:,;.�..
SCHEDULED(TYP) R. METAL HANGER AS PER
CONCRETE BEAM AS PER STRUCTURAL DRAWINGS(TYP)
H WOOD LEDGER AS PER
STRUCTURAL DRAWINGS(TYP) STRUCTURAL DRAWINGS(TYP)
�
WINDOW AS SCHEDULED(TYP)
PAPERBACKED MTL LATH (TYP)
PAPERBACKED MTL LATH(TYP) V EAVE FLASHING DETAIL AS PER v
LINE OF WALL BEYOND(TYP) i ENGLERT(TYP) c
1,
x 1X10 WOOD FASCIA(TYP)
5/8"SMOOTH STUCCO FINISH(TYP)
v 1 CONCRETE BEAM AS PER
STRUCTURAL DRAWINGS(TYP)
5/8" EXTERIOR GRADE PLYWOOD W/
PAPERBACKED MTL LATH(TYP)
1 BALCONY SECTION
SCALE: 1 1/2" = V-0" _
i 1
N,— i jrli
1
5 P E 1 #:. `V m "l�
Miami Shc_ r_ ge
APFROVED
BY DATE
TONGUE AND GROOVE WOOD CEILING ZONING DEPT w
AS SCHEDULED(TYP)
5/8" PLYWOOD ROOF SHEATHING AS PER
STRUCTURAL DRAWINGS(TYP) BI_DG DEPT
UNDERLAYMENT AS PER ENGLERT(TYP) J ` �,O GGtiIPI_1A E WITH ALL F
A1300 STANDING SEAM METAL ROOF Et
SYSTEM BY ENGLERT(TYP) I Tt.rE AND CGIj`i t•{, LL—=S AND REGULATIONS p-ISM t
RAKE DETAIL BY ENGLERT(TYP) LITZENBERG RESIDENCE
WEATHERPROOF SEALANT(TYP) Q� 1� ��� 1420 NE 103 ST 5901 SW 74 ST EE,SUM 208
2X6 PT WOOD JOIST AS PER ►► )) cT� MIAMI SHORES,FL 33138 mmmMEENO.
STRUCTURAL DRAWINGS(TYP) �.}.® 01 OF 01 1
1X10 WOOD FASCIA(TYP)
? BALCONY RAKE DETAIL ;STUDIO BALCONY ROOF DTI S
SCALE:3"= V-0" — — — — — — —
-01:26:2017-
UNITED
Engineering, Inc.
STRUCTURAL ENGINEERS
I 9700 5.Dixie Hwy,STE 880
i( Miami,flo rida 33156
Tel.:786.367.5250
Email:info@unitedeng.Dro
,
�/•� {r 0y Certificate Of Authorization No.29691
62426
STATE OF cc,
in Iy'� —"ro the best of my knowledge[hese plans and
�IeV�J_
specifications
specifiry ncomply the applicable
minimum building codes
JUAN 3.
FUENTES,P.E.
STRUCTURAL ENGINEER
Florida License No.62426
Submittals/Revisions
A21 SIMPSON STRONG-TIE
(PRODUCT APPROVAL
# 10446.1 ) PROVIDE (4) PLYWOOD SHEATHING S TRUC-j E'RA. REVIEW
10dx1"" NAILS . .(REFER TO PLAN) �AppROVF
'D DATE Drawn: A.H.
Checked: A.M.
•"'�' Reviewed: J.F.
WD 2x SHIM PLYWOOD SHEATHING
(REFER TO PLAN) UNITED Project No.:1801-21
Date:03-07-2017
WD TRUSS WD RAFTER 00
M PT 2x6 SYP No.2 GR W/ W
(BEYOND) WD RAFTER (NOTCH END AS , j„ U
REQUIRED) a TAPCONS AT 6" W
(REFER TO PLAN) z(STAGGERED) EMBED. 2" LU M
(REFER TO PLAN) Q
EXIST. CONC. BEAM (F.V.) INTO CONC. W Q M J W.
MTS12 SIMPSON STRONG-TIE LUS26 SIMPSON Ln Ln LL m
OPENING COORD. W/ (PRODUCT APPROVAL # 10456.8). STRONG-TIE (PRODUCT LEXIST. CONC. BEAM (F.V.) LU Q V U)
ARCH. DGWS.) PROVIDE (14) 10dx1I2 NAILS APPROVAL #10655.31) Z
PROVIDE (4) 10d NAILS (2) PT 2x10 SYP No.2 GR LU J
—LEDGER (REFER TO INTO RAFTER & (4) 10d W/ 3" O 0 O
1/SSK-11.0) 4 COUNTERSUNK O W
NAILS INTO LEDGER EXPANSION ANCHORS AT 24 LU _
EMBED. 5" INTO CONC. LU w 7LU a
Z Z
Uj LL.
RAFTER CONC. BEAM DETAILQ2 RAFTER/ CONC. BEAM DETAIL ('1 /
SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" J
SSK-11 .0
'