REV-19-445Miami Shores Village
Building Department
FEB 2 7 1019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ^ n
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20l( "
BUILDING Master Permit No. RC-6`-17-1597
PERMIT APPLICATION Sub Permit NO. f E `� IP "'4
QBUILDING ❑ ELECTRIC ❑ ROOFING Q REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 420 NE 91 st St
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:11-3206-019-0070 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Property Hounds LLC Phone#:954-426-8018
Address,7021 NW 67th CT
City: Parkland State: FL Zip: 33067
Tenant/Lessee Name: Phone#:954-520-2268
Email: mike@raresgroup.com
CONTRACTOR: Company Name: Rare Renovations LLC
Address: 2230 SW 70th Ave, Suite #3
City: Davie State: FL
Qualifier Name: Michael Rares
Phone#: 954-426-8018
Zip: 33317
954-520-2268
State Certification or Registration #: CBC1260851 Certificate of Competency #: rL c (L� I �'
DESIGNER: Architect/Engineer: Custom Truss, Cket & rclb/LS Phone#: (M]
Address.1890 W Atlantic Ave City: Delray Beach State: FL Zip: 33444
Value of Work for this Permit: $ 200 Square/Linear Footage of Work:
❑ ❑ Eot
Type of Work: ❑ Addition Alteration New Repair/Replace ❑ Demolition
Description of Work: 1 `oss
Specify color of color thru tile:,
Submittal Fee $
Scanning Fee $
Technology Fee $_
Structural Reviews $
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
1t.
Bondi ng'Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
WE
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 absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature t�� --- —
OWNER or AGENT
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
2 day of� 20 by day of �n ��— 20 , by
—
CA G Is personally known to \ ` t, 1Q who Is personalallyy known to
me or who has produced < < (— i� as me or who has produced
identification and who did take an oath.
NOTARY
identification and who did take an oath.
NOTARY P
Sig
I K. GO
NZA
:20}• c ;
MY COMMISSION # GG
tP.": Pbai;
MY COMMISSION # GG
Print:
*=
• November 2,2020 Print:
*
er2
Bonded Thru Notary Public underwrilers
Thru Notary Public L
Seal:
'ep;;•`
Seal:
•'FOFFoe:'
Bonded
APPROVED BY Plans Examiner Zoning
it, Structural Review Clerk
(Revised02/24/2014)
Job
uss
Truss Type
ON
Pry
420 NE 91 ST
170891
rAG6
ROOF TRUSS
1
1
Job Reference (optional)
wsrum i Fuss, Deiray Beach, rL 33444
u.z4u s jan ti zuiv M i ek inausmes, inc. i ue Feb zo i o:ur:a, 2019 Faye I
ID:fuBrcdDHV6RalpXYgpyRrozTNae-EeRSSUMr8HhAVS7RR9ODFHTI u2sVsovwHmP83zhF1 W
2 8-6-8
1- 12-6-8
1%11-10 16-6- 19-0-0 22-7-0
12 4-2-12
v
-6-14 3-5-2
3-5-2 -6-14 2-5
Scale = 1:41.2
y,
44 = Camber = 1/8 in
46 =
7 4x6 =
3x6 11
1.5x4 11 3x4 =
44 =
2
4x4 = 6
9 qxq — 1.5x4 II 6x8 =
3
4x8
10 12 13
CN
114 8 11
L
mi
�}
V N
d
2
28 29
1
1 11 v
99ri803x4
= 1
w
v • 279 —lull v
21 20 18
17
r• r
16 15 14
1.5x4 II 1.5x4 II
5x10 =
7x6 = 4x6 = 2x4 II
12-2-0
10-9-4
1-12-0 2-6-q 4-3-12 8-6-8
8 1-6 12-6 8
15-11-10 16-6-� 19-0-0 I 22-7-0
I 1
1-10-0 -8- 1-9-12 4-2-12
-6-14 3-5-2
3-5-2 -6-14 2-5-8 3-7-0
Plate Offsets (X Y)-- [1.0-2-2 0-0-41 [5.0-5-0 0-3-12] [6:0-1-0 0-0-31 [9:0-1-0 0-0-31 [10:0-1-15
Edge] [13:0-1-8 0-3-01 [17:0-3-8 Edgel
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 30.0
Plate Grip DOL 1.25
TC 0.77
Vert(LL) -0.23 17 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.68
Vert(TL) -0.38 16-17 >636 240
BCLL 10.0
Rep Stress Incr NO
WB 0.87
Horz(TL) -0.08 27 n/a n/a
BCDL 10.0
Code FBC2014/TP12007
Matrix -MS
Wind(LL) 0.17 17-18 >999 240
Weight: 161 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2 *Except*
TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins,
T3,T4: 2x4 SP M 30
except end verticals. Except:
BOT CHORD 2x4 SP N0.2 *Except*
3-9-0 oc bracing: 6-9
B1: 2x6 SP No.2, 134: 2x6 SP M 26
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
WEBS 2x4 SP No.3 *Except*
6-0-0 oc bracing: 1-22.
WCL3: 2x6 SP No.2
6-0-0 oc bracing: 19-22
OTHERS 2x4 SP No.3
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection, in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 22=2264/0-8-0 (min. 0-2-14), 27=1463/0-3-0 (min. 0-1-8)
Max Horz 22=137(LC 8)
/ 00
5- d b 44 Z l (�• v ��
Max Uplift22=-1214(LC 8), 27=-676(LC 5)
2
Max Grav22=2426(LC 33), 27=1631(LC32)�.,
FORCES. (lb) - Max. Comp./Max. Ten. - AiLforces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2121/840, 3-4=-2010/81A-5=-733/412.0-6=-2199/869','6-7=;475/408,
7-9=-486/400, 9-10=-2218/87iibptl =9''797344, 10-1 2=-1 282/494, 12-13=-1284/512,
6-8=-2117/607, 8-9=-2117/607
BOT CHORD 16-17=-799/2140, 15-16=-515/1291 [i E
WEBS 2-5=-860/2113, 3-5=-244/661, 5-17=-895/2359, 11-16=-470/128!9'101-?6=-1582%607" - I
13-15=-711/1809, 2-22=-1792`817 4- -66� 95, 10-16=-606/367; 13-27=-1,637/679 . FEB 2 r 2019
NOTES-
1) Unbalanced roof live loads have been considered for this_jesign., _R fin.,, .�r��A Snt t
2) Wind: ASCE 7-10; Vult=175rPph,(3,-39cti� 14101dp, 6Ynph; TCDC.-8.Opsf; BCDL=4.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS_(directig at;.,f�aa tilever left and right exposed";',Lum_ber DOL=1.60 plate grip DOL=1.60
3) Provide adequate drainage to prevent'.Ai r'.Pl ',- 1g, .'
4) This truss has been designed fora 10:0[pgf, bottom-cbdrA li0d load nonconcurrent wnh any other live loads.
5) * This truss has been designedifoi 9 We i-4ad"6f"A.Ops(on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members, with BCDL = 10.Opsf.
6) Ceiling dead load .Osps on member(s). 3e4� 4-6, 9-10, 6-8, 8-9
7) Bottom t�tord live tadf�0.OpsJa* ardiaonal bottom chord d6ad load (0.0 psf) applied onlyto.room. 16-17,1
8) Bearing at+joint(o 27 eoneidsrs paralieito gRiirivalue using ANSI/TPI i a6gle•to'grain-formula" Building designer should verify
capacity4p0e4%p sulf4:- :' • . li.. , 1 - r -r 11, ..
9) Provide mechanical connection (by others) of truss to bearing, plate capable oftwithstanding 1214 lb uplift at joint 22 and 676 lb up
at joint 27. ; --� '
10) Graphical a urlin representation does•not depict the siz-or_theuffici_Orientation oepurlin'along1h6 top and/or bottom chord.
11) Hangerts) o.oiher corip:6 on bevicetsj thaill; provided sent to support concentrated1-5 d(s) 590 lb -down -and 417 lb up at
3-5-Iep bot:)m Vord• The,1lesigvl/stl@ctio of.such'c rir]echo2device(s) i f the resp?risibility of others. T
12) Waming: Addiiional'ermar6enband siebiiitybracing foptruss-system no part-ofshis-thisponent.design)-i •al_ yes required. CARL G. FQRBES
aaq[ [jp �c rpQ�edf8r'Ly360tleflection! ' ZONING DEP,( FL LIC, NO:20099
556 S. POMPANO PKWY.
• • BLDG EPT PA,CtMPANO BEACH, FL. 33069
• (954)682.6651
. �./
• • • • • 4-5--
fO CC,S T hIPI-If'TlCE f �HAI-�, cL` L
��� STATE ANu °f r3bLIS AND PEG IiLATIO^.S
s f'
S H BRANDT & ASSOCIATES
ARCHITECTS • 954. 564.2111
ACCEPTED lltt l�
ACCEPTED AS NOTED'r'
❑ NOT ACCEPTED, REVISE AND RESU ems;,':
REVIEW AND ACCEPTANCE 15 FOR DESIGN INTENT ONLY
AND IS NOT FOR E IONS, QUANTITIES OR FIELD
CONDITIONS ICH A E THE SOLE RESPONSIBILITY OF
THE CONTRACTO .
REVIEWED BY •
... . .. ... ..
.71
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