HomeMy WebLinkAbout2428 Yale Ave (3)(A VY OFShNFORI).rFfAhtt;f At'Pf,lCACION
:emit #
bAddress:rL%1_Yd61Z.✓_Si�.l:l"i^+4
istoric District: -- 'Zoning: .-- Vahtc of \Yat k:S l l��--- _._._
:Emit Type: Building .._ Electrical -- Mechanical - - Plumbing --- Fire Sprinkler/Alarm tool
ectrical. New Sct vice -# of AMPS _---- Additiott/Alteratiou Change of Service: --- _-- temporary Vote
echaaical: Residential _ -__ Non- Res idcntiat t(cplacrutenl Ncw (Duct Layout & Energy Calc. Bigo't'ed)
"tubing/ New Coma"ereial: # of Fixtures -_----- N of Water & Sewer (.incl ___-_--- # of Ga; Lines
untbing[New Residential: # of Watcr Closets ____- _____ Plumbing Repair - Re.;idcntial or Commercial _
�cupaacy Type. Residential X, - Comluercial ___- (whisttial .— __
)nstructiul" Type. _ rj'C., Hof Stories. ---- # of Dwellinr, Ullik,: (food Cone. ..... (FL:NIA Foran required )
niers Name &
ntractor' Namc & Address:
one & ("Al, / �0
uding Company ,_ _ _f
trtgagc Lender:
dress:
clutcct/t:ngincer:
dress:
-<State. Occnsc Nnutbe.r <t!
�(:onttc[ rcr'soa: _. ��{! [� _L I�t✓_[l � l-frli_L__ . -_ ('hone. t��.1_-Y__._._"" �
--
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plication is hereby made to obtain a permit to do the work :urd installations as indicated. I certify that nice work or installation ttas commenced prior (o dte
ranee of a permit and that all work will be perfoca ul to meet stuxlard; of all laws regulating coustatction in this iurisdicticin. t unde(tatd that a separate
nrit mist be secured for ELFCfRICAL. WORK, PLUMBINU, SIGNS, WELLS, POOLS, FURNACES, BOILERS- HEATUR:S, TANKS, and
t CONDU IONC16, etc.
JNEK'S AFFIDAVIT: I certify that all of tile toregoing iaforntation is accurate and that all wurk will be dun, in compliance with all applicab(c taws «a;ulatiug
utmction and caning, WARNCN(-i -1-0 OWNER: YOM FAILURE TO RECOM A NO'f(C:E OF COMMC NCEMENT MAY RESULT (N YOUR PAYING
/ICE FOR. IMPKOVUMENI:S TO YOUR PROPERTY. IF YOU IN LEND TO OBTAIN FINANCING, CONSULTWI 11( YOLIIC L.ENUtiM OR AN
'FORNEY BEFORE RECORDING YOUR NOT(C:C: OF COMMENO-MENT.
(LICE: In addition to the requirements of this permit, ittcte may be additional restrictions applicable to this propctty that ntay be found in the public records of
county, and Were 'inay be additional permits rcquircd frotrt ratter govctaun,utat entities such as water utaaagciucut districts, state agencies, or tedctal agencies.
;cptartce of p"-ttnit is VCUUK rtiott that I will notify tlrc own," of the pro city of trite requitemcnis o(14'1( icn Law, US 71 J.
r
Signature ofOwue(/Agt;nt )ate Stgnaturc of C.ontrtctor/Agent Date
n t Owner/Agent's Nam Pa or tr ori t - t s amc
4Awwm
attire � :�t: of , dit�ri....... Dale Signaktie of Notary.Statc CFlit i, t tune tuv
REL3EC 'A A. RUEHLMAN�;
Commission # DD0193266
9cz' Expires 3/13/2007
FOF11 �?. Bonded through
254 I�,iei V�!� ry As 10.
nerlA(f a _ . l :dSr+ tJG. tlt1Vvie il'lvf�uor.: Contractor/Agent is — -_ t (:rsonally,
A,1'rcxl tccd ID � f � {y��j w� _ Produced 11) -- -- _
'ROVALS: 7.ONING: -- — __— UTIL: FD: ___-- — UNG:
tial Conditions:
03[2()()6
Notary Public • State of Florida
IMy Commission Expires Sep 29, 2009
' Commission # DD 477174
or Bonded By National Notary Assn.
BLfx,: �� 0
HURRICANE HOLD DOWN SCHEDULE
DTrIl'-F- \/F -AIT
RIDGE VENT
CONNECTION DESIGN UPLIFT
STRAP
HO[ D DOWN
QUANTI'T'Y NAILING TO
DATE
(LI3S,)
VA1 UT; (LF3S.)
(EAC II) RAFI FRS
j
All HDowns
old (Wood-to-Coucretc)
Simpson NITSMI6
860
1 (7) 10d & (4,) t/4"x2 1/4" Titen
12
8�21�06
All Hold Downs (Wood-to-Woo(j)
Simpson MTS 12
840
1 (14) t0d
w
,
(Except)
oCOrn
crt
:ZI= p cn O d
►-Q C3 m
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5
All 2 -Ply Girders
Sirns''
P- on MISN1.16
1,720
210d&
(7) (4) 1/4":e2 U'1"'L'iteu�
--
All Girders
Simpson M"1-SNit 161,720
2 (7) 1 O &, (4) U4"x2 1/4" Titan
MATCH
EXISTING
RISS Engineer Ing was not Gnaliud at this time. All connectors and load path must be checked Cor structural integrity after the Truss
Engineering is finalized.
All Trus,,;-to-TRIS Connections are to be Provided by clic Tress Mauu(hcturer' CEMENT TEXTURED FINISH
Attach all connectors in accordance 4vith the L11MIltliteL11101'S speeitications.
'Piro�A'p ;k�L ,����]' = r�Zr' ►� °
tiny deviation between the iniornutlian specified ou this sohedulc,ted the mtuutl'acturor's specilie;Uious, the mauutitcluror's ��-J�� �J�� � � �J
I\
spcclftcation.s will
W
goi�crn.
RIDGE VENT DG SCALE: 1/411=1'-011 Z !" M
RIDGE VENT
RIG-H°I' SIDS LE:VAWsrrmi[�O)N W�
` W Q 0
SCALE: 1/4"=1'-0" oC u �
TOP PLATE \�, � � \\\ \\ _ �\ WLL
\\ \\� \\`\ �,\\\ \`\\ �\\ O r1 V
Z
7) `:\ :�� NAILING PATTERN FOR StiEAfiiNV�:
[� LA� \� 4" OVC SHORT SH)E, 8d �
` 8.OIC LONG SIDEI 8d U
� � 12" ore FIELD
-- �\\� �\
\ FOR ROOF ATNC ���- _\
J mN
J �..J ;L --mm-A
WIN I r.
6r, r-11
NOWl� I
V/1A u ray Ni�o
SCALE: 1/4"=V-011
i
11,'-8" 101-8"
F,F.
11'-011 11'4"
F, r -PI , Pip, D L A
hs rj I I NN I RR 0) 1 re NN
SCALE: 1/411=1'-01'
'I AL.I. SI RUCTURAL MEMBERS ARE TO BE OF SPECIES (,',ROUP II LUMBER.
2 2" x 8' RIUCE BOARD.
3 2" x 6" RAFTERS @ 24" O.C.
4 2" x 6" SOLE PLATE BOL FED TO TOP CHORD OF TRUSSES BELOW WITH ('1) 3/8" x .'i" LAC SCREW,
OR SIMPSON 1-1-3 CLIP Cai FA. TRUSS.
5 2" x 4" VERFICAL BRACES, 12'-0" O.C., CONNECT ti COMMON RAFTER TO 130TTOM CHORD
OF TRUSS BELOW
6 15/32" CLA OR 1/2" USB ROOF SHEATHING ON TRUSSES BELOW.
7 SIMPSON LSTA12 W/ (5)-10-d'S TOP OF FA. RAI I CR
8 SIMPSON 1-13 CLIP WITH (4) 8-d'S TO RAFTER ANS 0) 8-d'S TO SOLE PLATE CREATING 455
Ills. OF UPLIFT RESISTANCE
The scope of work consists of replacing an existing flat roof with a pre-engineered truss
pitched .roof. l his renovation only has been designed in accordance with the
requirements of the 2004 Morula Building Code - Residential, Chapter 3, Section
K301.1 1. 1 The following wind load iequirerncnts, in accordance with 2004 I'lorida
Building Code - Building, Chapter t6 Structural Design, Sectiou 1609 and ASCE 7-02,
were employed in the design of the structure:
Basic Wind Speed: 120 MFH 3 -Second Gust Wind Spccd
Wind Import rnec Factor: 1.0
Building Category: It
Wind Exposure Category: B
Applicable Intezzaal Pressarc Coefficient: +/• 0,15
Design Wind Pressure for Lxterior Components clsCladding: +10.5/-28.1 PSF
Type of Rool'Systern: pre -I ngincered Roof .trusses (a) 24" ox. with Fiberglass Shingles
Materials: Fiberglass tihingtes over 15# Felt over 1/2" CDX plywood.
Fastening Requirements: Mhiiimum (6) Nails per Strip Sldngle.
Flashing Requirements: N/A
I
EXISTING GABLE
ROOF SYSTEM
WOOD FOR STRUCTURAL CONDITIONS TO BE
GROUP H SPECIES OR MINIMUM lb = >130"
PATIO
11'-81' 101-81
1
RIDGE
RIDGE
co2' FLAT �
LAG B T EVERY
OT R RAFTS
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10(5+11-7
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_ S1 NST,- �Se�
2'x4 ,P, RDC F
RAFT S 24' ,C
SCALE: 1/411-1'-011 i
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PLANS REVIEWED
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ITT OF SALFORD
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10(5+11-7
'g -lb, 'C7"1/Q�
_ S1 NST,- �Se�
2'x4 ,P, RDC F
RAFT S 24' ,C
SCALE: 1/411-1'-011 i
DRAWING #:
60819
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