RC-15-1024 (2)Miami Shores Village
ng Department
Avenue, Miami Shores, Florida 33138
5) 795-2204 Fax: (305) 756-8972
LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
FBC 20
Master Permit No. RC -15-1024
Sub Permit No.5)Me D'am;n5r7c.lE.s
ys' o V1
REVISION ❑EXTENSION ❑RENEWAL `f,� i S t
PLUMBING E MECHANICAL EPUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION 0 SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 9701 BISCAYNE BLVD
City:
Miami Shores County:
Miami Dade Zip: 33138
Folio/Parcel#:11-3206-014-3320
Is the Building Historically Designated: Yes NO X
Occupancy Type: R-3 Load: Construction Type: V Flood Zone: X BFE: FFE:
OWNER: Name (Fee Simple Titleholder): JOSE G. CASTRO & MARIA G. ALE
Address:9701 BISCAYNE BLVD
Phone#: 305-582-2836
City: MIAMI SHORES State: FL
Tenant/Lessee Name: NIA
Email: info@r-method.net
Phone#:
Zip: 33138
CONTRACTOR: Company Name: R -METHOD CONSTRUCTION, INC.
Address: 2541 SW 119TH TERRACE
Phone#: 305-914-5355
City: MIRAMAR State: FL
Zip: 33025
Qualifier Name: LORENA TELLO Phone#: 305-798-7620
State Certification or Registration #: CGC 1519419 Certificate of Competency #:
DESIGNER: Architect/Engineer: JOSE RUBEN JIMENEZ, ARCHITECT Phone#: 305-582-2836
City: HOLLYWOOD State: FL Zip; 33020
Address: 300 OAKWOOD LANE SUITE 100
Square/Linear Footage of Work: 955 SF
Value of Work for this Permit: $ 0.00
Type of Work: ❑� Addition ❑ Alteration ❑ New ❑ Repair/Replace
Description of Work: Truss shop drawing revisions required by inspections.
E Demolition
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ 1 75 Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ 1 ZO Bond $
TOTAL FEE NOW DUE $ 2 I
(Revised02/24/2014)
rtl ( c -t -ion
-
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City 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 will 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."
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 recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the a ence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
5q day of , 20 / (! , by
Cho -AA , who i rsonally knoww)o
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
11111111111 AIM\
Sign:
Prin
Seal:
i
RAHEMA 0. GOLDING
;.: MY COMMISSION # FF 203174
EXPIRES: June 21, 2019
Bonded Thru Notary public Underwriters
Signature
C CON •ACTOR\
The foregoing instrument was acknowledged before me this
e 't day of C� , 20 /62 , by
D , who s personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
1111W
Sign:/���
Print: �-
Seal:
,«": ` RAHEMA 0. GOLDING
+r "'
*i MY COMMISSION # FF 203174
•-EXPIRES: June 21, 2019
... ,1 P' Bonded Thru Notary Public Underwriters
************************************************************************************************************
APPROVED BY
(Revised02/24/2014)
Plans Examiner
Structural Review
Zoning
Clerk
Valley Trusses
SVgp Draws ,�TYss
ConlinuoUs Bracing @
in areas without plyw. sheathing
Valley Truss
Supporting Truss
Patrol Roof Layout
12 Pitch
4to7
6" wedge nailed to buss vid 2-8d
toe-natIs, of bevel cut bottom chord
of valley truss
Shap @ 32o_c. (see note)
Supporting trusses @ ....'
• •
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• .•..
•
•
.•.
•
•
.... • • •
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•... •. .•
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.• ..
•
.....
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Design loads_ 30 + 15 + 0:1- 1 a P$F, 1.60 QOL
•
•
•
Wind Speed 175 MPH, 1.0 PSF Dead loia' • •' _
Components and Ciadcrin8W des • ASCE 740
Enclosed Baling, g, importance factor 12 .. •
Lumber. 2x4 No. 2 ND SYP min. chords
2x4 No. 3 SYP mn webs
Notes:
(a) Provide cont. bracing on over 6' - 3`.Connectbracing
to verbrals w/2, na s_ rmust be fled to a fixed point at ends.
(b) Max. spacing for vertical studs is 6„.-, 0".
(c) Corm. for upllftwrlh 15c.127:loricj, l4ga.'stiap at 2'-0" o c_
• - with 4, 16d nes-eac s deaf = ASCE 7-10, FBC'201O,,.—_ �•
.
(d) Brace top chords of supporting trusses with plywood sheathinapt,
2x4 cont bracag at 24" o_c.
C'
,•Y
RTIN�,'
No.•
22249
•
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'XX a•1 '7'ar Ta
AO
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EOF
S10NAL
'',11„„„,110%
•
•
AUG 2 4 2O1
SUBMITTAL WITH $_PECIALTY ENGINEER
SUBSTANCIALLYCONFORMS TODESIGN CONCEPT. , • ACCEPTED
O SUB STANCIALLY CONFORMS TO DESIGN CONCEPT........-. DAS SS AIS
1 DOES NOT CONFORM TO DESIGN CONCEPT.. .. , . REVISED AS NOTED AND RESUBMIT
0 UNRESPONSIVE SUBMITTAL AS NOTED... ,
0 SIGNED AND SEALED SUBMITTAL REQUIRED.. , , • • • • • • • REJECTED
.. .... RESUBMIT
Review is !iniad to verifying the following:
1. The specified Structural Submittals have been fismishod.
2. Submittal is signed and sealed by :he Specially Engineer,
3. The Specialty Engineer has mdcrsrood the design intent and has fined doe specified
atn¢tunl criteria (No detail elect. of the celculuioru wu mads
4. The configuration set forth in the seb:ninal is c. -es te^,ens with dy Struerygt Comm
Do anent (No detailed check of einensions or quantities was meds)..
Notations do not constitute a Change and do not relieve the General Contactor/ ..
Construction Manager from eompliunce u ; ih ry,c Ccnneet Documents, go
and regu .tions. The General Contractoc'c . neeon \tarsnger is solei codes
for confirming all quantities, dimensions, fabicatien solely responsible
rk with
Who trades and assuming that all work is performed in a techniques, and tuishctoey manor.
Structures International, Inc.
Consulting Structural Engineers
Ate:3)304 By:
ri
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NVRT — Flat and Twisted Rafter Ties 1" x 14 G
Length
(in)
Product
Code
Gauge
12
NVRT-12
14
16
NVRT-16
14
18
NVRT-18
14
20
NVRT-20
14
22
NVRT-22
14
24
NVRT-24
14
30
NVRT-30
14
36
NVRT-36
14
48
NVRT-48
14
NVRT Wood to Wood
16d or 10d
1 1/2' Nails
Maximum Uplift Load (lbs)
TOTAL
In each member*
Flat Ties
Twisted Ties
6
3
5885
5885
8
4
725
724
10
5
861
860
12
6
998
996
14
7
1135
1132
NVRT Wood to Concrete
• •
No. of 16d or 10d 11/2
nails to Wood Framing
No. of 1/4" diameter • •
Tapcons to Concrete, • •
' MaxinaumU lift
: • • Load {il,s"
3
3
•••►••
•-Y
588'
- •
4
4
•••,••
•7•'•' .•
5
4
•••••_
.
•-
6
5
••
••
wr•
7
5
••••••••
•
112_
Notes:
1) Specify "F" for Flat and "T" for Twisted when
ordering.
2) Fastener values are based on a minimum of
11/2" thick wood members.
3) *Indicates no. of nails in each connected wood
member.
4) ITW tapcons shall be embedded a minimum of
11/4" into concrete tiebeam or tiebeam formed
with concrete filled masonry. ITW tapcons shall
have a min. edge distance of 21/2" and minimum
staggered spacing of 3/4" as shown.
5) Use on in Non-HVHZ.
6) For Uplift loads CD=1.6
7) See general notes, page 01.
8) This table is based on Florida Approval 16294,
Table 4.
4"
.1"
4
0
O
0
0
NVRT Anchor
Holes dia. I"
1"
UPLIFT
11141.
o
e e s e e s e e e e s
\ 1 ro
iEgc?0��
`eeeeeeeeeeee`I.to trussLENGTH
FLAT
HALFHALF -
Connected Connected
1.14 to wall 1
2 " Min. edge distance
4900 o e
e e e e e e e ee ee ee ee ee
• • •
•• •
Do not
Use circled
holes
•
••
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•••,. • •
• • •
•• •
16d
"Tapcons
LENGTH
TWISTED
8
Tie Beam formed with
concrete filled masonary or
concrete tie beam