HomeMy WebLinkAboutengineer info- strapping R.KE Enterprises LLC P.E. 47515
4707 Wild Turkey Rd.
Mims, FL 32754
(321) 863-3223
RECEIVED
April 24,2018 MAY 0 2 1018
St. Lucie County Building Department Permitting Department
Ft. Pierce,Florida St. Lucie County
Re: Permit 1803-0379,2614 Newport Dr., Ft. Pierce, Florida
To Whom It May Concern,
I performed an inspection of the hurricane strapping installed by Florida Retrofits at the above
referenced address. The contractor has installed Simpson HTSM-16 straps(allowable uplift load
value= 1175)on all trusses located within 8' of all corners of the structure. Simpson MTSM-16
straps(allowable uplift load value= 875)were installed on the remaining trusses.
The building inspector stated to the contractor that he was required to meet the requirements of
the 2017 FBC, 6t'Edition;Table 611.8.1 for a wind speed of 140 m.p.h. The straps installed
actually meet the stated requirements of Table 611.8.1 for a wind speed of 170 m.p.h.
If you have any questions pertaining to this matter,please call me.
Sincerely,
Ed S Oki e, P.E.
James Cody Thomas Licensed and Insured
(877) 659-8354 3�� CBC1259135
h IO CCC1330830
Home owner: James Trinidad -
kn 1
�
I Property Address: 2614 Newport Dr Ft. Pierce FL 34982 r�
Scope of Work: Install Hurricane Straps to all trusses
Connectors: Simpson Strong Tie HTSM-16 and MTSM-16 twist straps
Fasteners: XX 2 2 X Tapcons for strap to cmu wail N10 nails for strap to truss
Sketch:
Al 7-Sivti—1 6
� w
r-4 s
3 �
7Sr� 1� ✓fl, F = 11 7S FSS S-
M 7-5��►- 1 � vP I,�'� � X75 psi � L'i
OPT N
�� <<
Page 1 _ ----- - —
lnfo@FloridaRetrofits.com www.Floridaretrofits.com
k-T-s" I
3/19/2018 Working Draft
ROOF SPAM IF661)
!/QQ 12 20 24 211 32 36 40 MRKANdS
93 -69.63 116,42 ,139.70 1 R2.V4 I!le:' FrxI.SS x32 Ra -2?
100 -110.51 -194.1k -221.01 's'» . e6 X31.5: -3#A.16 -37.4
110 .141-21 •235.45 - _.55 •129.61 376.73 42122 -470.91 45.3
120 174 Q? •291,62 M4.94 •41:006 59 -324.91 _.%J13 -5319
130 -211.40 452.#* -4,13.19 4101= --463,26 _04.79 -x.12 -63.2
140 2.51-15 -41FLN -502.31 437.111 •73.3
ICU •;aM fr14AV,41 l7_ $ •fNtS tb MIAMI -XIIII42 .971110 -94.2
170 -)8741>� -664.67 -774.81_ 3, •103.06 -116221 •1241.35 _ _108
B3 -3+1.111 .0.17 .18.20 .91.24 -144.2T A ?.34 .131!.34 .27
90 -1129 •1111� 1 .".39 -112.46 .121112 .144.59 -1W46 -30
i0o -61.91 -111.24 -0$'14 •1"54 161.14 -.V)84 .2144)
is 110 :bwtN .Ia+163 .t"09SS .109.49 .23040 .169.33 '40.15 -45.3
120 .111 nn .1"4" •1103.16 -34105 i'x++ •53.9
13E1qt?0 -419** .14 -63.2
~ • �1
1411„ .1F''a . �., :� 1- .� .Q .5113.21 .tSa 12
IQ7 KK R.1 :J•. 'r. .t i Vii'68 493-64 -4".60 414,2
(b .3-• .� hj, ."YfLR -`'It .Fitt
Florida Building Code, Building
JA
Chapter 1, Administration"
X3105.15 When any activity requiring a building permit that is applied for on or
after July 1, 2008, and for which the estimated cost is $50,000 or more for a building
that is located in the wind borne debris region as defined in s. 1609.2 of the Florida
Building Code;Btil4ing and that has an insured value of$750,000 or more, or, if the
building is uninsured or for which documentation of insured value is not presented, has
a just valuation for the structure for purposes of ad valorem taxation of$750,000 or
more.
Opening protections as required within the Florida Building Code, Building or Florida
Building Code, Residential for new construction shall be provided.
[ Appendix A Gable and Wall Bracing Retrofit has been omitted and will be
provided later
The Committee at the last meeting deferred action for Richard Reynolds to provide
language necessary to incorporate the appendix as a Chapter in the Existing Building
Volume.]
http:/hvww.floridabuilding.orgtfbc/commission/FBC_0508/Wind_Mibgaton_Workgroup_Agenda_0508_files/Working_Draft_rev.htm 9/10
3/19/2018 MTSM/HTSM I Twist Straps for Ma I Truss Tiedowns for Masonry I Masonry Connecto— I Wood Construction Connectors I Connectors I Si...
I- iectores para la construcciol, _n madera 2017-2018
C-C-2017SP
Informacion completa de productos, de la aplicacion, de las
tablas de cargas y de la instalacion, para mas de 3,000
conectores de madera a madera, madera a concreto y concreto
a mampostena.
CATALOG
(https://em bed.widencdn.net/download/ssttoolbox/uacm53j6d9/C-C-2017SP.pdf?u=cjmyin)
Connectors for Cold-Formed Steel Construction
y C-CF-2017
A catalog including specifications, load tables and installation
illustrations for our cold-formed steel connectors and clips.
/ CATALOG
(/resources/literature/cold-formed-steel-catalog)
0 Show 3 More
Load Tables
0
DF/SP Allowable SPF/HF Allowable Allowable Lateral
Fasteners' Uplift Loads' Uplift Loads' Loads(DF/SP/SPF/HF)
Model L __--
No. (in.) GFCMU Concrete 10d x I IN' 10d x 1'Am F1 F2
Truss Titen®2 Titen®2 (160) (160) (160) (160)
MTSM16 16 (7)10d x 1 Ih" (4)'/4"x 2'/a" (4)'/a'x 13/4" 875 755
MTSM20 20 (7)10d x 1 Ih" (4)'/4"x 2'/4" (4)'/d'x 13/4" 875 755
1208 908
HTSM16 16 (8)10d x 1 Ih' (4)'/4"x 2'/4' (4)'/a'x 13/4" C.1725 1,010
HT 20 (10)10d x 1 W (4)'/4"x 2'/d' (4)Yd'x 13/4" 1,175 1,010
https://www.strongtie.com/twiststrapsformasonry_trusstiedownsformasonry/mtsm-htsm_productgroup_wcc/p/mtsm.htsm 4/8
Date: Apr 1, 1979
Book/Page: 0308 /0864
Sale Code: XX01
Deed: CV
Grantor:
Price: $0
Date: Jan 1, 1979
Book/Page: 0302 /0965
Sale Code: XX00
Deed: CV
Grantor:
Price: $79,700
Building Information (1 of 1)
Finished Area: 2,876 SF
Gross Total Area: 5,995 SF
Exterior Data
View: Roof Cover: Dim Roof Structure: Hip
Shingle Building Type: HC
Year Built: 1971 Frame: Grade: C
Effective Year: 1982 Primary Wall: CB Story Height: 1 Story
Stucco No. Units: 1
Secondary Wall:
Interior Data
Bedrooms: 4 Electric: MAXIMUM Primary Int Wall:
Full Baths: 3 Heat Type: FrcdHotAir Avg Hgt/Floor: 0
Half Baths: 0 Heat Fuel: ELEC Primary Floors: Carpet
A/C %: 100% Heated %: 100% Sprinkled %: 0%
aw cw)
cam)
• n
aw
(M)
W
(mow)
U H b
M
OW