DGT-13-1045 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-197280 Permit Number: DGT-5-13-1045
Scheduled Inspection Date: August 19,2013 Permit Type: Decks/Gazebos/Trellises
Inspector: Rodriguez,Jorge Inspection Type: Final
Owner: CHURCH,JANENE Work Classification: Trellise
Job Address: 1070 NE 95 Street
Miami Shores, FL Phone Number
Parcel Number 1132050120030
Project: <NONE>
Contractor: AXXIS HOME DEVELOPERS INC Phone: (786)518-2307
Building Department Comments
OPEN WOOD TRELLIS Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-191348. Finish pavers
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
August 16,2013 For Inspections please call: (305)762-4949 Page 20 of 33
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PERNT HM 231
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10865 SW 135 TERR
33176 UNIN DADE COUNTY
owm&IS HOME DEVELOPERS INC WORKER/S
BUILDING CONTRACTOR
Tim � ofar a �oCAL -
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coolum cm M -Kw
amp pXXIS HOME DEVELOPERS INC
u.L` FREDDY OCHOA PRES
pow cm A 10865 SW 135 TERR
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i MIAMI FL 33176
2012 1 11" fil1ili6l
000075.00 N fi1j 1l 71j1 l iJh1
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SEE OTHER SIDE
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT THE OF FIRST INSPECWf iF N y O 13 R 0.4.6 214 2
R Bk '18672 Ps 1387; tlos)
'RECORDED 06/11/2413'09:07=43 COURT
PERMIT NO. " TAX FOLIO NO. 11 62M 01X000 11IMIY ADD C. CLERK, LO IDA
(1IAl1I-[?AQE COUNTY, FLORIDA
LAST PAGE
STATE OF FLORIDA:
COUNTY OF MIAMI-DADS:
THE UNDERSIGNED hereby gives notice drat improvements will be made to certain real
properly,and In accordance with Chapter 713, Florida Statutes,the following information I
is provided in this Notice of Commencement.
1. Legal description of property and street/address•
VQP— 6 a� -rte A&%Aa ti �` 5
107 Nc-, Ac-, '4t-
2. Description of improvement
c
3. Ohs e
Interest in property.
Name and address 6f The simple titleholder.
4. Contractor's name and address:
Axy-1-cm.
1(SP2 t2.. M%AA&% 'F` 2MI99
5. Surety:(Payment bond required by owner from contractor,if any)
Name and Address:
Amount of bond$
6. Lender's name and address.
7. Persons within the state of Florida designated by Owner upon whom notices or otler documents may be served as
provided by Section 713.13(1)(a)7.,Florid Statutes.
Name and Address:
8. In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor°s Notice as provided
in Section 713.13(1)(b),Florida Statutes.
Name and Address:
9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of Ong,unless a
different date is specified)
4 Signature of Owner
Print Owner's N eJa1h }��'�- F- Prepared by
Sworn to and subscri before me this day of ad 28
Address.
Notary Public.
Print Notary's N e:
My commisswxpires 11,s+
�h►01. doy C1
u
N AD20
� ae
rxEFc,ofta sad ooce*rourts
1 �
PERMIT# \ ` - �o 1
CONTRACTOR: Ici
v� -
P
SUBMITTAL DATE: --
ADDRESS: C ;
NAME:
RESUBMITAL DATES:
PROJECT TYPE:
FIRE
STRUCTURAL IMPACT FEES
ELECTRICAL HRS/DERM
PLUMBING NOC
MECHANICAL ��"J
Miami Shores Village
z
Building Department
b, g MAY 13 2013
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795.2204 Fax:(305)756.8972 ( Y;
INSPECTION'S PHONE NUMBER:(305)762.4949 -
FBC 2016
BUILDING Permit No.
PERMIT APPLICATION Master Permit No.4: __C C3 ° 1095
Permit Type: BUILDING ROOFING
JOB ADDRESS: I(D--) ® E 5�-.
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel# �2b� (312 pb
Is the Building Historically Designated:Yes NOT Flood Zone:
OWNER:Name(Fee Simple Titleholder): J C.1AV aC�A Phone#:m� 2S 4(D Z `
Address: 1071 C) KQ& q SN-
City: Mt AAA� S State: '-_ Tap: 31
Tenanta,essee Name: Phone#•
Email:
CONTRACTOR:Company Name: hone#• -7eU SIS�j
Address• ::
Jb`r U, SW i -ns? -
City: / A k AM\ State:
Qualifier Name: NA Phone#: ?RU S1R) "7
State Certification or Registration#. Certificate of Competency#: Cf- 1.5'11 C Z
Contact Phone#• ]_gU .RIFI�, 2Z -' Email Address'JAC I�l�� icy t'7�5T'R 1�T.COrI/�
DESIGNER:Architect/Engineer:�1L'tCJQ_ ( t'J Phone#: '7 E-0 2.R 2.S 2.°t 2
Value of Work for this Permit: ' A ^ SquareaAnear Footage of Work:
Type of Work: OAddition OAlteration )iWew ORepair/Replace ODemolition
Description of Work:
Color thru dk:
Submittal Fee$ Permit Fee$ (7 CCF$ CO/CC$
I
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$ q
TOTAL FEE NOW DUE$ l
Bonder 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 ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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.
"WARMING 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 chure will be del' eyed to the person
whose property is subject to attachment Also, a certified copy of the recorded notice of co ' ncement must be sted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued:'In the absence h posted notice, the
inspection will not be approved and a reinspection fee will be charged
r
Signature
Owner or Agent Contracto
The foregoing instrument was acknowledged before me this The foregoing' nt was acknowledged pbeefore me this �
day of 20 by �ln e ne �Y►t� Ll'k day of _ 20 3 by octt--F,
who is personally known to me or who has produced QZ— C/402® who is rsonally kngo me or who has produced
tlZo- As identification and who did take an oath. as identification and who did take an oath
NOTARTP NO TARY P LIC:
•.�.P
Sign:
Si
Print: Print:
WAN f
My Co ' sion Expire M Commission ~'
AAY COMMISSIOt+I#EE212987 Y („
C
EXPRES July 01.2016 �COMMMMM SAN
6
EXNMJ*01.2016 016
APPROVED BY 6- Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012 07/10/
)(Revised 07xRevised 06/10/2009xRevised 3/15/09
MAY-13-2013 10:07 From:7723370988 Pase:4/4
I
AC=- CERTIFICATE OF LIABILITY INSURANCE DArE(MhWDWYYM
x
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFQRMATION
C & C INSURANCE AGENCY, INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
10306 S. FEDERAL Mr. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
PORT ST LUCIE, FL 34952
772.33?..1250_ INSURERS AFFORDING COVERAGE NAIC�!
INSURFO AXIS HOME DEVELOPER INC INSURERA AMERICAN SAFETY IMEMNITY
FREDDY OCROA INSURER D•
10865 SW 135TH TEAR INSURER C:
MIAMI, FL 33176 INSURER M
INSURER k
COVERAGES
THE POLICIES OF INSURANCE LISTED IKLOW FIAVE BEEN ISSUED TO THE INSUMtU NAMEO ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING
ANY REGUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN,THE INSURANCE AFFORDED LIT IHI:POLICIES DESCRIBED HEREIN 1$SUtWCT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
nv9R fton POLICY EFIZ TWE p X ATI LgdrfS
Lm RD POLICY NUMSCR
GFNFRAL LIABILITY C_ACH OCCURRENCE $1,000,000.00
X COMMERCUILGENERAL LIABILITY PREMISES n I>Q O_ S 100 00 .QQ
CLAdN9MAOie X OCCUR
an toexP("mlpwmn) a 5 000.00
A _.. CPP0003824 06/23/12 06/23/13 PERSONAL&ADVINJURY 81 900,000.00
(.ENFRAL AGGREGATE 81,000,000.00_
GEMLAGGREGATELQIIUT APPLIES PM PRODUCTS-COMPIOPAM 81,000,000.00
POLICY PRO-
JECT LOC
AU10M06ILtLULBILITY
ANYAUTO (EamddeM INGLELpgST $
ALL OWNED AUTOS
BUDILYIPWURY S
SCHEDULED AUTOS (Per I»+)
HIRED AUTOS
BODILY INJURY S
NON4YA% pAUTOS (Per-wdw)
- - PROPERTY DAMAGE S
trertaxweru)
GARACELMILITV AUTO ONLY-EAACCIDEW 8
F1 ANYAUTO OTHERTHAN EAACC S
AUTOONLY AS 3
EXCESSIUMBRELLALUUMITY EACH OCCURRENCE S
OCCUR EI CLAIMSMADE AGGREGATE - $
_ 8
DEDUCTIBLE g
RCTENTION S IS
WORKF.RSCOMPENSATION!; TORYLIMITS MFR
FMPI OYFRV LUIRII ITY
AWY PROPRtETORIPARTNERf==NE E.L.EACH ACCIDENT IS ..
OFFIQEFUIEUMER EXCLUDED'I E L DIStASt-EA EMPLO S
Nypz,dot�rihe I�Im -
SPECIALPROVISIUNS B90W E.L DISEASE.POLICY LIMIT S
OTHER
UESCMPTION OF OPMTIONS I LOCATIONS I VEHICLES I EXCLUSMIN`U ADDED BY ENDORWMENTI SPECULL.PROVISIONS
GENERAL CONTRACTOR STATE OF FLORIDA
CERTIFICATE HOLDER CANCELLATION
MIAMI .SHORES VILLAS BLDG DEPT. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORF THE EXPIRA I ION
10050 NE 2 AVE DATE THEREOF.THE ISSUING.INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
MIAMI SHORES, FLA. 33438 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.MIT FAILURE TO DO SO SHAI•L
IMPOSE NO OBLIGATION OR LIADILITY OF ANY MO UPON THE INSUHtR ITS AGENTS OR
RCPRCSCW AT'IW.S
AU t HIJHIGG lit IFiTIYE
l7� 4r o
ACORD20120 IM) OACORD CORPORATION 1988
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qW11-28-2011
JEFF ATWATEi STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WO ' COMPlMATION
COM"TE OF 8JC= TO BE EUM FROM RAW WORKM LAW
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the le~ listed below has elected to be exempt from Florida Workers' Comptmsetion law.
EFFECTIVE DATE: 12/28/2011 EXPIRATION DATE: 12/2712013
P OCHOA FREDDY
FEIN: 204882194
BUSINESS NAME AND ADS
AWS HOME! OMLOPM INC
IOSM SW 13M T '
NANI FL 33176
,s
SCOPES OF BUSINESS OR TRADE:
t- ADDITIONS 2- PAM=
3- RENDOELING 4- C10rIFIED SAL CONTRACTOR
HISIM IT. POMM to Chapter 440.. V114L F.S. as after of a emporWas adm eleeta onapan from 9ft cbpw by tn" a irk of eta air ltla
NCO= array bat M=W balks at adr ttda dwoff. Pot m OMGW 440.01110. F.S.. Cadlicaes d deethm to be ems— apply aaty rrtbbio the
scope of ribs bmiaaa or ewe HOW on the =no of elecdaa to be Pose= to 440.0811% F.S.. Roues d election m be wmp ad eentftws of
demon m be eat email be si bjw to nwocadn B, at any am after rye f ttg of the mula or the kmam of the cmd1la , the person aaamd = Me cedes or
eertfft�e oo low as of dit se 1 for I of a eeadi cd& I% depwoum ahan mvahe a ewifflaft at any fte iw kNow of dw pmaoa
Gnaw on ft e to MW the r at 00 meek. QWSTIONSI` IM
OWC-262 COUNrATE OF OM TO BE OWT 01-11 413 413-1809.fC 9
PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE i1EFkRENCE
srATE OP FAA iMPOATANT
o�MT=ff OF SErtvtt
DAN 4F W Tai O Pitt to Chapoer 440.051141. F.S. an officer of a radon who
N INDUSTRY t T FROM! L elem from tlds cl by f .4 certificate of.election
CERTIFICATE OF vim' AnDN t AW under tds may not rem benefits r m ceder this
D
E1•TEDTWE 12/28/2011 EXPIRATION DATE: 12/27/2013
Putt to !fir 440.05021 F.S, Certificstes of decdot to be
PERSOr* FRE IDY OCtOA H exempt- apply o IV within the scope of the buss or tta4e listed at
FED 204883184 R tits notes of t�dot to be exenwL
E1tISII1�SS PIANO AND AD1?l SS E ftvAm to Chapter 440.0503). F.S. Notitres of election to be axmrrpt
anaca tUNNE DE14ROMRS MC alW certificates of otection to be exert sM be subject to revocation
10868 SW 13M it3atACE if. at any tine aft to film of dw notice or the ism of to
snare. FL 33176 cwdfkWB6 the person t0 an the notice or certificate so (old meets
tie re4wrements of this sett for issuance of a certificate. The
deporknent shall revoke a cord s at any *n fat fa0ure of to
SCOPE OF BUSBEW OR TRADE pert an the certificate to tReet the requirenutnts of this
I-atrelrnoRS 2- PavtrBnG sectiom
3- RaeouELIts 4- CERTMED ate COnctRacraR O! 't (850) 413-1609
CUT HERE
Ce ry bottom pordm on dm job, keelp upper portion for your records.
OWC-252•CffMCATE OF ELECTION TO BE EXEWT REV= 01-11
$OES
51- 19.1 L
Miami shores Village
Building Department p �
10050 N.E.2nd Avenue
Miami Shores, Florida 33138N
Tel: (305) 795.2204 I IRIDp'
Fax: (305) 756.8972
May 21, 2013
Permit No: 13, /u
Structural Critique—Sved Ashraf
1. Specify the dimensions on the plan
2. Specify the strength of wood concrete.
3. Specify model #, NOA#, and nailing schedule of the hurricane straps.
4. Provide copies of NOAs of hurricane straps.
5. The engineer shall put the date under signature
Plan review is not complete,when all Items above are corrected,we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re-submittal drawings.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores,Florida 33138
Tel: (305)795.2204
Fax: (305)756.8972
Permit No.14 T13° 10��
Job Name
Date $=2v — L®L3
STRUCTURAL CRITIQUE SHEET
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Mar- 29. 2013 1:54AM n►o. v2 i v r. i
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Note: �eidergraunci encroachments and Ct nnt.tY Rfa. : 12c0652
util,O-i.ea, it any. not. tasted. panel No. : !3
Fence ownership by visual means. onlY, Suffix: G
ownerahi . not determined. Of .F1RM* 1-20•-93
n 1. t' to
l.c� Da
' BBase L•:levatl.ons +$.00 N.t,.V.D
FLOOD ZONE s YiRia
Corti fled `Co: X WWI
,rit-te Servives, Inc,
i•r''dpf�d r jPjzee, er.,f Calamonweal to Lana
Tieltr insurance
9,5 !"c�C.°/ �:ompany, Church,
C..
.:anent ,
Via:�`'` -" d:5b' f M i3•�o S and E: M"tgage
"`► ( �''�. _ �, ' , 4 Carts. r its succOSSO:
•q. and/or assigns and
1\ '�t w ��•. �O:''� O= a.?'. Kislak Mortgage
Corporation.
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COVER SHEET
Structural Calculations for Wood Trellis
Project:
Janene Church
JUN 0 4 2013
1070 NE95 ST
Miami FL 33138
Victor Ceron, PE
Civil
PE# 63023
8883 Fontainebleau Blvd#105
Miami,F 3172
Tek 7 6- -52 2
Victor Ceron PE 8883 Fontainebleau Blvd 105
Miami,Fl 33172
DESIGN WIND LOADING FOR SYSTEM
ASCE 7-10(C&C,h<60 ft)
Z= 14ft
V= 175-mph
9.
Table 27.6-2 Exposure C,V=176 mph,h=15ft
Pdesign =62psf
tom„
Pte:=0.6•Pdewgn 0.6 FactorforASD,
Pdes;gn= 37.2•psf
3
Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami,Fl 33172
UPLIFT LOAD IN WOOD RAFTERS 2x8
(NDS 2005)
Section Properties
X:=7.5in B = 1.5in H
2
3
1:= B.H A:= B•H
1 = 52.73•in4 A= 11.25•in2
DIsMbuted load on rafter
w.=(Pdesig,)•B w=4.65•ft
Adjusted Length =Wtdth•0.9+3•H (NDS-Table3.3.3)
Adjusted Length = 18.08ft
AdjustedLength2
M:=W-
8 M= 189.9ft•lb
I
Calcubirtion of stneses
Sigma:= M.c Sigma= 162.05-psi
I Select Structural Spruce-Pine-Fir Table 4A(NDS)
Fb = 1250psi
Cd:= 1.5 (Wind) Cm:=0.85 Ct:= 1.0 CI= 1.0
Cf= 1.0 Cfu = 1.0 Ci- 1.0 Cr- 1.15
(Fbp) := Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr
Fbp= 1832.81-psi
Checking Interaction
Sigma Dom-
Fbp
if(I 5 1.0,"O.K.","N.G..") = "O.K"
4
Victor Ceron PE 8883 Fontainebleau Blvd F651
Miami,Fl 33172
UPLIFT LOAD IN WOOD BEAMS(2)200
(NDS 2005)
Section Proper
9.5in :=2.3.5in ,�,=H
2
3
B'2 B•H
t�,=
1= 500.14•in4 A=66.5•in2
Distributed load on rafter
,)0ur„=(Pd )•B+(Pdewon.Wid2thl w= 77.5-Lb
:-Wdth•0.9+3.-H (NDS-Table3.3.3)
AdjustecLLength = 18.58ft
W-Mjud���2
M= 3342.48ft•Ib
Calculation of streses
I
am=IVI•� Sigma= 380.94-psi
Select Structural Spruce-Pine-Fir Table 4A(NDS)
�= 1250psi
1.5 (Wind) ,= 1.0 ,:= 1.0 2- 1.0
1.0 f ,= 1.0 := 1.0 ,ter= 1.0
- Fb•Cd-Cm•Ct•CI•Cf•Cfu•Ci•Cr
Fbp= 1875-psi
Checking Interaction
I= Sigma #-_-$2_
P
if(15 1.0,"O.K.","N.G.") _ "O.K."
5
Victor Ceron PE 8883 Fontainebleau Blvd#105
Miami,F133172
UPLIFT LOAD IN WOOD COLUMN 6X6
Section Properties
7.5in =7.5in =H
2
3
1:= B-12 B-H
1 =263.67-in4 A= 56.25-in2
Lateral Load on Column-Moment Inducing
1.0ft
h-Width.Pdewgn Wb= 334.8 lb
Mc:=Wb-bit Mc=2678.4ft-lb
Tension Load In Column
Pu:= Pd ,.Width Length Pu= 530.1 lb
Calculation of streses
Sigma T= A Sigma T= 9.42-psi
Sigma B = Ma.c Sigma B =457.11-psi
BENDING
fk:= 1250psi Select Structural Spruce-Pine-Fir Table 4A(NDS)
1.5 (Wind) g,:= 1.0 ,fit,:= 1.0 A.= 1.0
'f,= 1.0 yf ,= 1.0 ,rzl:= 1.0 ,L:= 1.0
:= Fb-Cd-Cm-Ct-CI-Cf.Cfu-Ci-Cr
Fbp= 1875-psi
TENSION
Ft:=700psi Select Structural Spruce-Pine-Fir Table 4A(NDS)
1.5 (Wind) ,:= 1.0 ,= 1.0
9L:== 1.0 := 1.0
(Ftp) = Ft-Cd-Cm.Ct-Cf-Ci
Ftp= 1050-psi
8
• Victor Caron PE 8883 Fontainebleau Blvd#105
Miami,Fl 33172
Checidng Interaction
I Sigma_T+ Sigma B _
Ftp Fbp—Fbp(S'g
l Ftp J)
if(I 5 1.0,"O.K","N.G.") _"O.K"
7
Victor Caron PE 8883 Fontainebleau Blvd#1051
Miami,FI 33172
COLUMN FOOTING SIZING
INPUT
Moment Mc IMPAI := Pu Lateral =Wb
Moment=2678Aft-lb Uplift= 530.1 lb Lateral = 334.81b
-yam= 120- l 3 son:=30-deg Volume:= Length-Width-Depth
ft
CALCULATE DEPTH RE 'D TO RESIST UPLIFT
VolumeReq� : Uplift-1.5= VolumeR � -ft 3 eq„ = 5.30
150- lb
0
3.14-NO 2 Area=3.14ft2
VolumeR 1.69ft
Area
Required — DeP�Requi� _
OVERTURNING CHECK
M=2678.4ft•lb
MR= 155
lb Volume.Width Width 2500psf-Width2•Length+3�ysw Depth3-Width
ft3 2 2 2 2
MR=7145ft•lb
if(M 5 MR,-O.K.-,"N.G.-) ="O.K."
8
ESRm2-6l3
Used for Horida State Wi& Produet Approval #
FL1.0456
Pr_o;nds on a rt:wi eh are awroved:
Prafte FL# Product FL#
DSP 10456.1 HTS28 1045625
FTA2 104562 HTS30 1045626
FTA5 10456.3 HTS30C 10456.27
FTA7 10456.4 LFTA 1045628
H1 104565 LTS12 1029
H10 10456.6 LTS16 10456.30
H10-2 10456.7 LTS18 10456.31
H15 10456.8 LTS20 10456.32
H15-2 10456.9 MTS12 10456.33
H2 104 .10 MTS16 10456.34
H2.5 10456.11 MT818 10456.35
H2.5A 1045612 MTS20 10456.36
H3 10456.13 MTS30 10456.37
H4 10456.14 RSP4 10456.38
H5 10456.15 RST 1 10456.39
H6 10456.16 RST 2 10456.40
H7Z 10456.17 SP1 10456.41
HGT 2 10456.18 SP2 10456.42
HGT-3 10456.19 SP4 10456.43
HGT-4 10456.20 SP6 10456.44
HS24 1045621 SP8 10456.45
HTS16 10456.22 SPH4 10456.46
HTS20 10456.23 SPH6 10456.47
HTS24 1045624 SSP 10456.48
SIMPSON
9 - -
is n COMPANY,�
ESR-2613*
s—R-E..PoRru
Issued FWM#ary 1, 2008
�-' This remit is SL4*d to,10-e *96M In IM yeas
[CC Evakwdm Servkw4 Mc. Rgl O®oe• WOkM eM amt v Odbftsolar.PM a"W
RookmatOMM89DOMmki*RNASLftABkmbl#MMAWX=3013 ■O moo
www.1cc-es.0ra I RggkMdOMCON405IViatFiMM=fb4COUr*YOUbHftMnDS6DMR(M7W23D5
DPAStON:MOOD IN PLANT drewings of Installation cons with designated
err; and PhWdft.Fa9ftnkW allowable load diredlorm
REPORT HOLDEf� 3.1.2 1 4 fbur -.The HS241auric ne tie anchors
wood rafters or ham to wood wan top pig The HS24
corms Is meted f m Nm 1s gage gelvenized steet,See
SI PSON STRONG-TIE COMPANY,INC.
T�e2for�faslene�solda9aaaIABlx .See Figure
SW WEST LAS POSMAS BOULEVARD
PLEASANTON, »A 2 far a c�of HS24 tie a WIDEd tadon deli.
( 3.1.3 IFIST-1 andR6T2Hun1=neTies:The RSThurricane
www.stroncibe.com Iles are used to anchor sire-ply woad roof trusses (or
rafters) to vertically alll wood studs. The RST 1 Is
E=VALUATION SUBJECT: designed to arty r wood trusses with lumber
oriented ter,and the RST 2 Is designed to anchor
SIMPIION STRONG-TIE Hi AND SEISMIC trusseevsfth kadwor c*w*Vle-
STRAPS AND TIES FOR tlt ptyvoodtrwmwlth uuunber d The RST-1
and RST 2 hurricam tie connectors we ftbricated from No.
1.0 EVALUATION SCOPE 20 and No.18 Mega steel,respec tiv*.See Table
3 for RST model nUMbsM width and length dhnerwlons,
Compllarme with Ow ftftwMg codw required feetensts,and upa loads.See figure 3 for
■ 2008 kdwnaW al BtMv Code®(18C) drawings of RST 1 So and a typical detail.
■ 2006 kdemalloW RResfder is,Code®(SRC) 3.1.4 LTS,Wr%WW HTS Sertes Tvi Straps:The LTS,
MTS,and KM sotes'Wd 91Y1313s,we used to anchor wood
■ Other Codes(see SertlOrt 8.0) trusses or ralters to wood well double topplates,wood studs,
wood bearers,or wood rim boards.The LTS,AMTS,and HTS
° - s strqpsar+e€arrred n No.18,No.18,and No.14
Structural gap gWvwdmd steel, . See Table 4 for strap
ZO USES model overell strap lengths,requireftsteners,and
alWmeb a qM load when irk m th dMMt ladsrW
The SimpsonS#rong-Tie hufficaneand selenkstrapsandtles schedule&See Figm4 flu a dreg of an LTS12 WIst strap
described In this report are used as wood marring connectors and tvwo*vW IVITS SUW InSUMMUMIS,
In accordance vvBt Sec lim 2304.a3ofthe ISC.The products
may also be used In structures regulated carder the RC when 3.1.$ LIFTAUghtRoorTleAnchw.The LFTA Wtttortle
an ertglneereddes gt IssubmMed-InaccwdencevvithSection anchor Is used as a flow-RAW tension Ills acid is fonrued
R301.1.3 of the IRC. from No.IS gage- steel.See Tam 5foranchorde
&0 DESCRIPTION
dimensions, rem and The allowable
upfiftload.See Figcs 5 for a drwing of the LFTA or.
3.1 Genes: 3.1.S FTAFboarT*Afuhwa:ThaFTA#oortleandwmwe
The Simpson Strong-Tie hwiceneandselemicstrapsandtles used to connect+fir awned studs betNSM a hon7ontal
re:ogrtrzed to ihls report are IF18181110d to resist deft fors wood dieptuagm assambiap with floor job haWng a
on wood4mmte construction resulting from the of m Wdm 124rich-r�l depth. The FTA2 and FTAS are
fire mrostcrftw ofthebadcomt or-pry by formed Ilrom No. 10.gap galvanized std,and the FTA7 is
code Dud fidude wind or mom loads formed from-No.agapgalivanized 8,ted–SeeTable S trot FTA
3.1.1 Hurry Ties: Hurtimm ties are used to anchor models,anchordimemb*Arequiredfasteners,andallovable
wood FafterSWASISt0woodwallplates orstudsortoanchor tension lam' F Sa for a drawing of an FTA floor
wood studs to wood sill plates,The H8,H7Z,H15,and H15-2 anal to defining overall length and car sport,and Figure
ties are formed€rom No. 1S gap galvanized steel;the H1, 6b for drmNbW of a typical FTA actor ice.
H2, I.12.5, H2.5A, H3, H5, H10, 1-110A, and H10-2 Iles are 3.1.7 SP and Stall=Sedes Sttd Pie Convockm The
formed from No: 1S gage gelventzed steel;and 13s H4 tie is SPt connector one edge of a woad stud to this
formed from No.20 gap gelvanized steel,See Table l for tie contipma edge of a wood sift Vie,and the SP2 connector
model numtors, tie dirnenslom,fir sclakdes, and fastens to one side of a wood dotuble top plete and to the
allowable keft See f=igures 1a and 1b for drevvings of the Conti us edp of avood stud.The SP4,SF S,Spa,SPH4,
hurricame ties recognized in the report. and Figure 1c for SPHS ar ISPHSare"t'44ndmvIe(32rnm)LWwpedstraPs
-Camected.bdy
1g�.R — are aot m =roe they m be was an
madorsementofthesrrb�ectojdAer�ortora ferttsr�.TNereLvnomormrrrybylCCEv�tratlmea,lnc..ex�soritngliedarmany qW
arothermatter tnd* a vm oral m owpmdtw careered by the report
coos;"
CappWOM Page 1 of 12
Page 2 of 12 tSt4913
with a honzontal,portion that bears against the wood wall top strength of 40,000 psi (275 MPs) and a minimum tensile
pies or sf plates and twn vet legsthdare naffed to the strength of 55,01A psi(3.78 a)
edges of a wood stud. The SP and SPH connectors are The body of the HGT heavy gar tin brdcet Is
fabricated farm Rio. 20 and No 18 gage galventzed steek fabricated from ASTM A 1011,SS Win,Grade 33,trot
restively.See Table 7 for SP acid SPH modefs,for roW stet with a n &non yield strength of 33AW psi(227
dimensions, required mss, and allowable uprd bads. MPa) and a tam *Pas strength of 52,OW psi (858
See Figure 7 for drawings of the SP1 ad SP2 Connector,and MPa), and the crescent washars of the HGT bracket are
of typical dud-to-pt t ooringnton, details for the Sp1, 5P2, fabricated from ASTM A 36 steel with a minimum yield
SP4,and SPH4 connectors. strength of 35,= pal (248 MPs) and a minkmun tensile
3.1.8 RBP4 Revenible, Stud Pie Tom: The RSP4 tie stmt o`58,000 psi(399 W*
ply are used-toconnect a nominally 24rdivide wood stud for the connectors In 1h1s report are
toelttiera top orsM plate ofa wood framed wall.The RSP4 tie asfoomw
connector is fabricated from No.20 gage galvanized sue.
See Table 8 for rimed fasteners and dowable keis.See .-' BAM411 ETAL
Figure 8a for a drawing of the RSI 4 connector showing wow THUMMS Ofth)
overall dinumons,Fire 8b for a drawing of typical RSP4 No.3 02285
installation connecting a wood double tap plate to a wood W 7 OAM
stud;and Figure 8c for a types RSP4 Installation connecting Wo.10 0.1275
a wood stuff to a wood sill phi. No.14 MOS85
3.1.9 SSP and DSP ftW Pie Connectors: The SSP 1(h.16 a tk�5
stud too to connector is used to provide a positive No.18 0.0445
connection between a single wood stud aril the top or stiff No.20 0.0335
plate of the same wood vat arm the DSP studto-ptate For g 1 hw h=25.4 num
connector is used to provide a positive corauxton befiAOee n a
double wood stud and the wood well top or sill plate of the The gaivenmed corgis have a minimum G90 zinc
samewood wall.The SSP and DSP connectors are fabrcated coaft specification in accordance with ASTM A 658.Some
from No 18 gage galvanized steel.See Table 8 for required modem(designated vet a model number entlitg with Z)are
flastenersandallowableupliltbads.See Figtre8for d&r evsfth a Gl85 coa specfta*m in aocmdanoe
of the SSP and DSP connectors showing overall dimensions; with ASTM A 63. Some models(designated with a model
a drawing of an SSP ern erecting a stud to a sib rummer egg with HDG) are available with a hot-dip
plate;and a drawug of a DSp inatallation connecting.a double galyanhatIon, also Mown as °baatdh` 9e on, In
wood stud assembly to a top plate. accordance with ASTM A 123, with a minimum spedfied
costingwood 3.1.10 HGT Henry G T BtatdcOa: The HGT of2.0ohs ofaktcpermsfc�ofsuface
heavy g tiedorerrn bradcats are used to provide a positive area(n 'foist for both s . Model their rs in this
connection nt between wood roof beams or multi-ply wood row t teZ�HDGentding,lmatttn�n
trusses and wood posts vertically aligned to support the end
reaction of the beam or truss member. The HGT tiedown The FTA fir armor ties and HTS twist steps have a
connector is a U-shaped brace that Is Installed over the top paintedfirrish and may also be avallable with the HOG finish.
chord of the root truce hevft a slope from 8:12(14 degreec) The lumber treater or ter of this report(SWnpson Strong-
to 8:12 (34 ogees). Other components required for the Tie company)should be contacted for eamrnendellons,on
con k, such as the,air rods and hokd-down or tie- n*&nnmt corrosion resistance of dad canrtectots in contact
down devices,that must be used to form a complete load path with ilia speefic ply. preservative try or fire
to resist design uptitt forces from ftd'point of origh to the rateptiant heated.lumber.
load-reshg elements, Out is, the vertically awned 3.2.2 Wood: Supporting wood rriernnbers to which these
supporting wood post mho be designed and Eby the
registered n _The tlGTtiedawn bracceth are oonniector-4 are fastened rrnust be sold sawn lumber,
fabricated from No 7 gage deA and are supplied withinsert gluedlarninaled lumber, or englneerW lumber [such as
Oates and crescent washers, See Table 9 for fiedown Lam#nalett Veneer l umber (LA) Parallel Strand Lumber
connectormodcs,connectordimermons,fastener dtles, (P-), and Laminated Strand Luuriber (LSL)j having
and allowable uplift toads.See Figure 9 for a drawing of the diur mm"m ccmisiNd vMith the connecior dimensions shown
HGT 2 tiedown connector, and a drawoing of a typal In this report. Unless oftwwlse, rte, supporting wed
connection detati showing nary components, g members and supported members must have an assigned
those not covered in this e4Wuationrepart,such as the HTt22 mWmumspwftgmvityofO.50(minimum euivaWdspedftc
tension Tie. gravity of 0.50 for engineered lumber), suet as noted in
Table 7 for the SPH std pie tie corgis,Which P8Mb
3.2 Maledals, lumber having an assigned minimum spedfic gravity of 0.50
3.2.1 Ste: Unless otherwise noted, the connectors and 055;and Table 9 for the SSP and DSP sf x-�tie
described In this report are fabricated turn ASTM A 653,SS which permits lumber having an signed
Win,Grade 33,galvanized steelyft a mom yid minimum specift Wavily of M50 and 048.The lurnber used
strength,F of 33,E psi(227 MPs)and a m um tensile wth the connectors In this report must have a
strength,F.'of 45,000�(310 MPs}The FfA f andtor mmatnuunh mcstme corgi of to pe Sect(16 percent for
ties are from ASTMA 1011,SS i Grade Ranter)except
ono m Section 4.1.
33,hot rolledsteel with a minimum yield sirer>g#fn of 38,OW psi The ftdckness of the wood members must be equal to or
(227 MPa)aid a minimum tensile strength ofSZ,0WVs1(358 gn lhe'te nO#we f m to in tables
MPs).The HTS to straps,the SSP,and,DSP od a in Oft exc if noIsdr,of ndee,In the tables and
ties,and the,H2.%hurricane tt am f br1c *=ASTM A or sonquired bywood
653, SS designation, Grade 40, steel with a minimum ymd me et des*vwhi �.
Page 3 of 12 EM2613
32-3 : Bolts, at a minimum, must comply with 5.1 The conraftrS must be manuiadured,IcWdW and
ASTM A 38 or A 307.Nam used for moors,straw,and installed in accordance with this report and the
ties described In tht report must cry with ASTM F 1W mann er's Ampy
and havethefoll wingmirdmurn dimenslonsand bendingyJad ofthe instructions must-be,avabble at the;obsiteatall
strengths(Fla: times during Instaliatiom
FASTS 'I'm NPjL F0 5.2 Calculations shovft complience w 4h this rat must
DIAMEM LEWTH be submitted to the:code offices:The calcuistions must
{ ) ) be wed by a reffidered design proftnional where
8d x 1/2 0.131 1'/Z ttr130 r tilt tit@ Eft itlei X61 the
8d 0.131 2112 1 OW pr? is to be coristrucled
10d x 1112 0AM 1'12 W,, 5.3 went factors .ski in Section 4.1 and the
10d 0.148 3 g p 0 rd I P codes must be consideredL where applicable.
For 31:1 irict=25.4 rmn.
F used in contact with preservative treated or fire 5.4 Connected wrocxl n�and s must comply,
retardant trued lumber must comply with IBC Sion nom'vl�#1 X822 and 323 this report
2304.9.5 or IRC won R3'19 3,as applicable.The lumber 6.5 tlse of connectors with preserve"e"or fire retardant
treater or this report holder(Shq son Strong-Tle Comer) konbermr be nac=dwmwfthSec 32.1
should be for on minimurn of report.,Liss of war preservative or fire
corrosion . tsff sandcom—ectioncipecifiesof ref treated kimber must be in accordance with
fasteners used d with the specific proprietary preservibe mart 3.2.3 of this report
treat or ft retarderittrested lumber
4A AND fNSTAi.LAT [ 5.8 The FTA series tie s are factory-welded
aortr ors manutactured corder a queldy control
4.1 Design: program with by Profess - Service
The ta�buld�loads shown in this report cue based (% by In»c Testing Services
on allowable stress design (ASO) and Include to load 6 0
duration ,C.cor oncingw�the lands tit
accords=with the NOS. Dats In accordance with the ICC-ES Acceptance Criteria for
Tabulated allowable low apply to products connected to Job Hangers and ShA far Devices(AC13), d October
wood used under dry conditions and where sum 20M(cam Mash 2007).
temperatures are 10WF(37.8Oj or less.When pub are 7.0 1110111WATION
installed to wood#wing a nee content greaW than 19
percent(16 percent for engineered wood. ),or when The p=kuft deswjw in Oft report are Identified with a die-
wet swvm is expected,thealowable loads must be ad ted starred MW Indicaft the ra, of the manufacturer
by the wet service factor, Cm,wed In the NOS When (SMq=ff Sir - ),the oxxw number,and the number of
oonnedorsare dinwood#W experi an k dex SR 2 3 that is used as an
exposure to temperatures emeding 100nF (37.x). the identiflar for the products rsoognized in this
allowable loads in this report must be a*ided by the Addlilonally, the factorywekled FTA senes tie anchors
temperature fad,Ch wed in the ND maned in the Unked Staff are kWMW With their
Connected wood members must be analysed for load- acronym of the iron agerxv(PSI),and ceded
dying capacity at the connection in acoordance with the FTAsem tie awns mangy in Canada are identified
NDS. with the nameoft# won agency(lam)•
4.2 Instabadw. 8.0 OTHER CODES
Installation of the connects oast be in accordance with this 8.1 Evaluallim 8
evskmgmreportwdttiernamA3ckmWspubMdiodkmta#adm In additn to the codes referenced in Section 1.0, the
Instructions.In the event of aon0dbetween Oft report and
the manut 's published installation ins, this products nthis re a folio a for conupl[ance with the
report�- requirements of the nodes:
4.3 Speciat ikon: ■ 2003 Interrmoonst BuffdV CodsP(MW ISC)
4.3.1 Imo: Periodic sped man Is requinxi for ■ 2003 t Readw#W Code®(2003 IRC)
installation of cars described In this report that we , 2000 homedwat_Br Code®(2000 tBC)
designated as compote of the
system for a structure In Seismic Design Category C,D.E or ■ 2000 hdwmdmd RWVWW81 CocP(2000 IRC)
F in accordance with Section 1707.3 or 1707.4, vd#h the a 1t 7 Cowie (ElBC)
ex uofterse*uckmgcta{ift Sectimc 1704.1.
4.32 IRC:Sped Inspections are not required. The products described in thie repent comply with, or are
subtle diternathies to wit is specilled ld,the odes listed
5.0 LIONS OF USE aboya,subject to the provisions of Section 82#=0 8.7.
The Simpson Strong-Tie Hurricane and Selemic Straps and gZ Usm
Ties described in this rap comply with, or we Viable
alternatives to what is specifisd in those, codes listed in 8.21 2oo3 lid. 'MC and 20OD fttC:See
Section 1.0 of this report suWAct to the following oordtiions: Sect 2.0 ofthisreport:
Pop 4 of 12 EBB 2 913
8.13 UBC:Pteplace the MRwmatio n in Seodt 20 vft the 8.8 CondWom of Use.
bHoR*V:Simpson Strong-Tie Wz*=re and seismic straps 8.8.1 20A3Ifs,28A3 2INI018C,and 20�IRC:The
and ties are used 4.wood Ong connectors t accordance Simpson, -Tie pukxfs�In Vs report comilY
with Sect s 2318 4.8 O#tore U�. wtiit,or are suite,aftonaffas to,what Is spectiled in,those
8.3 Descrip ftn: codes listed in Sermon 8.0,abject to the some conditions of
use drbBd In Section o f Oft report.
8.3.1 2� {E� and 2003 IItC: See Section 3.0 of this
report. 8.5.2 UBC:The Simpson Strong-Tie products dcd in
8.3.2 2000 f and 200II IRC: See Seer 3.0 of this this report comps% tt'or are a�to what is
report, except modify Section 3.2.3 to rebmwe Sept tore M& of#ftts Ure same of use
txi23.3 of the IRC. iruficdirt�o�tS.Octfti�s:report,exthetaats
of Section 5.5 is replaced vrtt the MmWng:Fasteriers used
8.3.3 LEM See Section&0 ofthiss report,except modify the in corset with preservabe traded or sir®rent trued
tirstserdenceinthe last.psnagraphof Section 32.3ast claws: Itimbermust asamirdmum,complyvft UBCSection2304.3.
Fasteners used m cmrtthct vdttt preservative traced or fhe Le EvkW" •2003 Imo,2003 IRC,2000 tBC,
retard treated lumber must, as a n**mnn, comply with 2800 IRC,ate#the We:
U13C Section 2304.3.
See Section 6.0 of this report.
8.4 and 8.7 Idetdlloa ftL 2803®C,2003 IRC, 2000 IBC,2000
8.4.1 2003 IBC, 2003 M 2000 113C, 2000 R: See IRC,and do UBC:
Section 4.0 of this rsepxrt
See Section 7.0 of this reporL
8.4.2 tom: See Section 4.0 of thw report, except delete
Section 4.3 sh s special hen is not vaWked.
II
' Page 5 of 12 ESR*613
TABLE 4-1 ANE TES
FASTENERS 00-Ift
MODEL
NO' To Rates To Plates TO SW Cormeo8on s $ .33 or• A
F, Fa
H1 6-8dx1/2 4-8d — 490 485 165
H10 8-&bd12 8 dre1 12 — 1 995 590 275
H10A 9-10W'12 9-10dxl'12 — 1,140 690 265
H10-2 6-104 6-104 — 760 455 395
H2 54W — 5-&d 2 335 — —
H2.5 54W 5-8d — 3 415 1S 150
5-8d 54M 8 370 — —
H2.5A 541d 5-&d — Soo 110 110
H3 4-8d 4-8d — 3 455 125 160
H5 44W 4-8d — 455 115 200
H4 — 4-8d 4-8d 8 360 — —
4-8d 4-8d — 9 360 165 160
H6 — 8-8d 84W 12 915 — —
H7Z 4-8d 2-8d 8-8d 930 400 —
H'i5 4-10dxl"12 4-10dc1'12 12-10dxl'12 13 1,300 480 —
H15.2 4-10dx1'/2 4_1Ddxt 12 12-10dx1t/2 1.3tN} 460 —
For S:1 Nair=25.4 mak l We=4.45 N.
1.Allowable lam are for One anchor 1pstsHed to a minimurn nondnal 2x supported and rrnWmwn nominai 2x supportirg wood member. A
rafter mNIrarrru acbmt 09 2012 Inches must be used when frarnNB anchors we haWW on each aide of the throe mid on the sere
aide of the pieta.
2.Agavveble simultaneous loads In more than one direction on a single connector nab be as fORwm
Design Uplift/Allowable tlpI t+
Design Lateral Parcel to Plate/Allowable Lateral Parallel to Plate+
Design Lateral Puce'to Plain Aftwabfe Lateral Perpendicular to Plates 1.0.
The three terra in the unity equation consider a8 posaihte form tided the hurricane tie may be designed and installed to resist.The number of
term that must be considered for simultaneous loading Is determined by the registered desigin professional and is dependant an the
method of calculating wind f cars and the assumed food path that the connector Is designed to rte.
3.°C on Cor ft ra**W ahem In Figure 1c(Wend page}indicate the load directions F,and F2.and are details showbrg Connector
Instaladons on the outside of the wati for doft Installation on the inside of the waft Is acceplable,to add the tabulated alloombie loads.
4.Connections In the sere araea(l e.truss to plate connector and plate to stud connector)must bean Nnstalied on the sarrar side of the wall to
addeve the tabulated allowable uplift bads and erne a cordnuous kad path.
5.Allows upffft loads have been increased for wind or earl quake loading,and no further Increase,Is all d.Aftwable loads must be
reduced when other load durations govern.
6.Mowebie IdOW bads in the F,direction mud not be used to replace diaphragm boundary members,or nailing or replace solid bbd ft
required by code to ley support t to eras of Jc lraffers.
7.Additional shear transfer elements must be considered the connector it on kxkms cxu>ss grain bending or tension of tthe truss or
refter mernbeas.
AQ �
1a •
tie A i rY ° • �,"° w;�
60'C \'�21i iii + ,; p p
l °� p
e I • p p a
Y
o a FH3
FWAISM 1a--41,H2.HZ5,F 2Ak AND W d A[IE TIES
Page 6 of 12 ESR-M3
• . h r;
SVW
d��, s •.
� • �-. �i�.-der-z'•,s �g ° •°• �0
o/• fa`—`. -�.�<..`� as °•e yw
RIM
ftl
.e
1 •
• o a •
O �
W 0
0
•
FIN-] o Off"8bnb4
FMM 4b-4K lam,HB,W4 MO.f IOA P H"HURRWAM TM
Ht histdWdon i W
(14".Him,Hio-2 ska" El Fz
8 •l
m5hutanow H4 H4
Pftbftbo%t*~ Pbftkftupwbppho)
PM-%k H%HS ANNO
ddaE8R9ifli�7f �
tit mft 1117\
6G5�Q�iGAS
4�s�
° srea '9 P$Cho:12
• H36t1to H6to
2 ire jobt t3
MZbsstdkftn H1S
FMW t - CONPAWMATOW OF HtfRR[ METE:MTPM ATEHBB -M TAKE t
I� -
Page 7 of 12 ESR-2613
TABLE Z---FI6Z4 IflJRRtCAW TIE
FAjSTENE T ALLOWABLE LGADSr#b* i.nFs4.33,orCD=1.6
MODEL- t
NO. To RaLt9er or Trams ToDouibleTopPiete U
F, F2
HS24 8-88x1% &2-$d(danl) 8-8d Lw 645 1,025
tt:4rc1./2 If&I 605 NO 640
For S{:1 Inch=25.4 mm,1 to=45N.
1.°81aff rwMlrrg refers to 8d common nds Installed as on each We of the corrrsector.The nds nit he dfiren#Waugh the conriector
at an awe appraftstely 3(•vuhh ttre mearikuss member with the rd penetrating thraugh the member Into the wood double
2.The uplift be&have been Increased to wind or eaftrials toadtrr9.No further Increase is OxmdL A1100101116 108ft rrut be reduced when
other toad durations govern.
3.Aet weble lateral loads in the F,d ion must rottbe used to bw1dwY nrentbm Or Or sow bbcMV
rem by code lraatersY suj*od theends of
4.Atoned shear bansfer a be ft oomectar i uWm rxoss rberi ft Orta of the#=or
ratter nom.
5.F,load der is paw to and F2 load din Is perpendicular to Plate.
1�
• HSU DimerAdORS
' H$24 Instagation and Agosubb Load Dhvedons
ROM 2-4024 IWRRWANE TIE
TABLE 3-1ST HURRICANE TES
RST HURNMANE TIE FASTENERS +s
MODEL T ALLOWABLE UPLIFT LOADS Ps)
NO. Ca-1.33 or Co-1.6
(LAtj To or Truss To Sjd
RST 1 1% 102 1-100x1 Jz 104ftd112 550
RST 2 3v1s 11"1,e 2-1130x02 12-1ftrf% 6
For 01:1 hteh=25.4 nen,1 On=4.45 N.
1.Allow"uplift bads have been Increased for whtd or ew#xWo loading.No further ktcxease;le ate.Amite toads must be reduce
when other load durefione goverrr.
2.Atkvabt upu bads are based an#umber having an assigned spy gravity of 0.65:such as Southern Ph*(SPA
e
m � O
•
• •• L
•
•
a •
s
s.
RST:1-(RST-2 sinrLf RS€4 Insiallation
FICHRIE 3-RST HURRICANE 71E
Pam 8 of 12 ESR-M3
TABLE 4-LTS IffS AND ffTS TWW STRAPS
TWibf STfW TOTAL�f OF F � AuvAmE f T l {8is)NKMML STRIA ma When l r famed WhOR wAh t ►
Sf� With 10d VAh ltfrbc % imcarmouill3ft IG&W12 COMMOR HAS
CAA ft?aft COMMOn NNIJS CD=1.33 Gr Cum 18 rD=Z.$3 Cn m 1.6
LTS12 12
LTS4 LTS16 16 12 12 776 720 720
LTS18 18
LTS20 20
MTS12 12
MTS16 16
MTS, MTS18 18 14 14 1,fl00 840 11000
MT320 20
MTS30 30
HT516 16 16 16 1,260 ims 41150
HTS220 20
We HTS24 24
HTS28 28 20 24 1,45ti 1,450 1,450
HTS30 30
HTS0C 1 30
ForSh 1 irk=25.4 mm,1 ls=4.45`N
1.Half of the firms mid be Installed an each end of the sbW to addeve the a8mvable upift Wad.
2.Tabulated alilomahb upE loads mud be selected-bused an dw dlm of load as pem Med by the apoWoble buds cam.
3.Tabtdaled aflumvOlet q M be&how been Irmeased fa or eargquWce lmft to fifflim-Irmem Is of we&A801001119 loads must
be mooed vAmvodw load dui gowem.
4.Each model oft to Marx!WS hvlst*ap series(eawW for fire MT330)has am n di holes than the.n**m m quarry of nab W=Med
In the table.
6.HTS30C has the hvW In the carder of the sib kngOL
0�
i"T
i
:•r•'�r
L
r
•
0�
1ye.
LTS12 Typkd STS kmwkmkm- Typhi MS
(MTS and HTS tDSw TrUM to DGUMS TOP Pkd0
FKMM 4—TWW STRAPS
Pap 9 of 12 ESR-2613
TABLE$--EFTA Low FLOOR TiE ANCNQR'
LFTAANCHOR N FAB AUAWABLE TOM=Lopjy*4(lbs)
MODEL NO. StrwW CtemSpan O Length ( Y-T7�) Co=1.33orCp=1.6
LFTA 2'/a 1 17 Wis 16-104 Common 1,2tf5
For Sk 1 hnch=25.4 wan,I lbs=4.45 N
1.The LFTA Thor Is used to tram Widon forces betaen wmdc*signed wood duds somm ikor ftming with fbw Joists hm"a
mw*mnn norr*l depth o€12 robes.
2.Half of the fasteners must be kotaffed an each end of the strap to addeve the aBOwabk up)Ift kmd.
3.Tabu�ed must be bait on du n of toad as by the buildkng cods
4.Tabulated SMwmble upff t bads how been koessed for ltd or emVPAW ksadkng.NO Rudd ku mm Is a msd.Mmable toads must be
reduced when atmlood duraf o govem.
imp 0
CL
3
a
L t` e
/f COO
r:
ILI
FIGURE 6-4YTA L Rs f FLOOR FtLUM 6a—FTA FLOOR FMIRE Gb--FTA FLT TIE
TIE ANCHOR(See Tab&5) TIE MCHO t(See Table 6) ANCHOR MTALLAT (See Table 6)
TABLE 6—FTA FLOOR TM
FTAASICHOR ALLOWiABLE WNSION LOADS"(lbs)
Whan lumber Tick .f_
MODE' .� C� O� t'h 2 2�h = 3 3'/s
tAee Co
Vfidth "an Length 1.33 1.6 1.33 1.6 1.33 1 1.6 1.33 1.6 1..33 1.6
FTA2 3 17 37/2 4-V dla.M.B. 1,575 1,890 2,095 2,515 2,500 3,121! 2,820 3,385 2,820 3,385
FTA5 312 17 W12 4-/a dia.M.B. 1,865 1 Z,240 Z50D 3,000 3,125- 3,750 3.725 4AW 4,050 4AW
FTA7 3'/2 v 56 o- /s dia.Ks. 3,095 3,715 4.185 5,020 5,175 6;2tO CM 7,W 7AS 7,600
For 81:1 Inch=25>4 ma%I lbs=445 N,1 psi=5.89 Wa.
1.FTA anchors must be located on the vertkal wood sbxWpm%so that the ff&*mun end distance of the thst bolt°Is eWW to or gnadtw than
4g/e bwhes,Le.,9mven Unmto bok darnater(71D).
2.Maddne Soft(KB.)mustwagAy ANWSME Standod B18.2.1.
3.A vim,not less than a mod.cart washer,Is required on the luntm skis opposite the'FTA between#0 VOW and the rat.
4.Tabutaled a9mable tenslo n ksads try be sekcbed based on duratkxs of ksad as POmtftd by the SPPftW bung c Ode.
5.Undated afimoble Wobn kseft have been kweased for**W or earthquake kadksg.No fissther koemb a5m ed.Aftwd*Weds
nab be reduced when other load duoolkons govern.
• Page 10 of 12 ESR 2043
TABLE 7--SP AND SPH STUD PLATE TIES
CONNECTOR PAS 'r
CONNECTOR MODEL. T
SERIES NO. (m W TaSWd To Plate Cs°1.3;i Cp=1.6
S.a.&M &ate S.a=kw S.14M
SP1 -- — 6-10d 4-104 585 565 585 585
SP2 I — — I 6-10d 640d 890 890 1.-085 1,065
SK Spin 7'/4 6-10dx112 — 735 735 SOS 885
6-1 IZ — 800 800 930 930
SP SPe 5218 7314 6-10*1!12 — 735 735 86,5 885
6-1"02 — Soo Soo 930 930
SP8 7 m 881j. 6-10dx1!2 — 735 7w 885 885
6-1 800 Soo 93 930
SPH4 3s1,� 83la t0 1 dxi 12 1,240 1,240
—
12-10w!2 — 1,360 1AW 1, 1.490
S P I T S P H S 5 8 11 6 0 41,240
12-VW'/2 MW
F SPFM 751w 8218 10-10 V112 — — 1,290 — 1,240
12-10dxl!2 — 1,W0 1 1,490 1,360 1 1,490
For Sh 1 Inch 25A aim,l Bs 4.451
1.For Models SP1 and SP2,am 10d ooaa m stand rd crust be Installed as a toerW. It must be driven through ft connector at an
appoftelely 30°vAth the stud vO the nag though the stud Into the wood sM per.(See del'onWepage OMNW SP1
2.Ta ad aHoti�
t+ te uplift Ion mead be s based on duration of load as pan~by the mUmble building code.
3.Tabulated allowable uplift beft have been increased for%W or earkpalm wag.No tt UM IMMM Is must
be reduced vwhen other low durstionagovem
4.Allwwable uplift loads are give for wood assemblies consleft of km*w having an assigned specift grs ty(M)of 0:50,such as
Dough Wit,wW 0.55,such southern per.
a ® Il
SPI 110281101100M m
SP2 SP1 Neffft:Proms
Spin Stud to M NO ftwwO0w&Twftft
I
,
o ,
n
ai
loth"NO
Ewtoffto
T SP4
SWAM p13te" DordlaTopPiato WH
FWM,T-'SF AND$PH STW PLATE TIER
' Pa W 11 of 12 EBB 2613
TABLE B--RSP4REVERSA13LE STUD PLATE C.OM '
FASTENERS ALLOWABLE LOAD whM Cn=4.33 or Ch►ffi 18
MODEL. Laterof NO To Stud Torte Co mmation Co ftwouono UPOR F4 F
Stud RSP4 4-8dx f'!a 4-&brt'1� to Top Plate 450 210 2,50
Stud to SID Plats 315 210 250
F�Sb 1 inch-25.4 mm,1 lbs-4.45 N.
1.Refer to Fign Lb for cveml dimensions of the RSP4 pike for.
2 Tabulated allwaiable,bads must be.selected based on duration of bad as peradded by the applicable WAftj code.
3.Tabulated allowable badsLwwe best Increased for wnd arm tam.No tz#WbWMM ism.AlOwabbbadsmMbs
redtwed when otlrer bad dui gwmL
4.Recto F*e 8b and 6c for tons.
S.F+load direcdon k pares to plate,and Fi bod dhoWw Is perperxicular to plate.
F1
00 W
o o
o a
0
a
a
Z2l� -
Figure$a-tM Plate Figure> P4;
Cone. Stud*Dntd&Tctt Pko SwIlosutpho
TAME 9--W AND OSP STUD PLATE TIE 22 MtECiORS.
FASTENERS A11,01R ilBlLE UPLIFT LOADS (S)
MODEL. tl e capt.33 or CrPIA
NO. DoubieTop Pie � e
stt Donbte Top Pots a SAL-am &66 a am &&—SA3
4-tOdtct'!Z 3-tad�n!a — 3W — —
Sw 1 1fl[bct Jz — 420s
4-10d 3-40d — 435
1-10d — 40 42a
8-10dre i 72 775 — —
8-10dx1'J� — 2-tOrbtt tz 45— 6w 5
DSP 640d - W5 —
6-tOd — 2-10d — W5 6w
For 81:1 Inch=254 mu, bs s 44514.
1.Tabulated aftwaEble ups bads have been Increased for wind or ewdxpoW baling no furl kWrem Ems.Lteduoe bads"when other
bad durations govem
Z Whon a grain bets or crossipain tension conava be avoided,inechanical refrilbronvont to aestst such forces ehOtdd be
cwmkkmW-
3.For Sig ids alb bads,aatmurd nag tomes in#wmgctor nit be g9dAft the specified quaalfty and type of nails.
4.For Double Top Lam,allowable WE bads,all round and bar nd holes the fie aennectommistbW111ledift 0 a
and 4"of nalle.
5.
SSP Installation:
i•0i� � -fl i •. \j 1 1
SSP DSP Ungie"Mod to SM Plate Die Stud to Double Top Plats
L V3URE T0rMW 'fE TIES
` 12 of 12 ESR-26'13
TABLE 9-4W HEAVY GWDM 71E 1+1 CONNEOFOR8's
HOT !WAKE BEFWEEN FAMENEIN tU%JFr
Q' t f ( ( Y-Tw) IliR a 01.33 or CaP1.8
Na Anchw- Rae To Ts Obs)
MGT--2 1 !a D�. 116-10d 10.9�I
HG t-3 r1lo 2-Ns*DhL t8-10d 10,fr30
HGT-4 lee 9 Me DhL 10-10d 9,5�
Far ft 1 =25.41h7[ht.''t-lb%—4 W.
1.The HGT connector can_accommodate top cdw d sees fron ndr muin 3:12(14°)to nw*nun 8:12(W)and ese provided vvifft crescent
v�t�rs iior top duxd
2.A9,eWm9ft°of Iw (=A-*trussm vetticelly aligned wood OxWpost%and the it con s alfactod to the
wood )mustbe toad q4Med scads.
3.Me HGT Z.NGTA and HGT-4coru>e4r aftdhes to the heel Obt of a two-*,#no- ly.and four-ply wood fuss. ,vine
each ply#tdomw Is norwinat 2 Inchiss.
4.When the MT-3 is used'v O-a*A>*truss,d*wtft Is required,and tln shirraft malarial must be ekdlaa'(ftkness and grade of
lumber)as#WtMrMdwmewleL AddMongily,the engre assembly rho badeoWned bye regletereddesIgn proftedonal to act as one
5.Tabulated akwabb Weds must—be selected based on duration of load as Permitted by the applicabla bullft code.
6.
TheAq0toafthaver-them boveasedforwindarearthqualskeftvAth no hudwincreaseleaDwsed. Reduce toads adieu odor load
7.Anchor vods4=Wb*AfSed to leHOT connector to,the titwrite rdwA=affected to ft varftelly.allgredwood
Wit. Thew sod sr�t be by this deft:
8.Tv�t�s/,�tt vvs ram rte issue flu t�of e$d+ vva t.l�vaasttersand axes vvas�s are reed.E:resoent
S a[e� #ts . LBPa/s Plle fr�rt�Stn�-Tde Cory,sndare 2-�tdt St +9 by 9tgr
Intl,' etc suet vr�$ �hie to rrod�a$$tB�h der 'bOtfllOd.
W"twLBPW=dM
011 to of e"h aamm Cp off
gofalf0p[9e L S)forw =
msown AD w8MM ad
M
CtEL9B111 pa;#�6� .
Z
quc.t
.pW
0
a a 3w '.
wadw
•1 0' �D� ttj P' : .
Z
/j P
HW 7"
OW-3 andflW-4 It
7 i i3 t116tt t41T12 T Re HT M Tenshm Tie
1 i�Hda+l! tthe�T't�0lII21 t�rr
rsIWwdwOWposftOftML Ttredett►of ("comseredlaOsis
the kFiT7211s ott rte s etttt+t�edtoltte Evaluedw R@pwL)
wood ate*9 now*oftht
n
F'tGIMES-HILT HMVY GRDM Tit CONNECTM
---� ESR X613 Supplement
INS-REPoRT I t Feb y 1,2008
77ft report is suWd to air in yean
l Eval Hoc. oaim m mwvuakmfmttwd caffomaasM■
.icc ®rep c .aosivvar p.*4cautraubm mmbwm■cm 7wm
pMSIOW 06-4K=AND PLASTIC
-- s
REPORT HOLDER:
i.STRONG-TIE CONFAW-MIC.
VAW LA POS#TAS> ARD
PLEASANTM CA13 l
(
wwwxVonade.com
EVALUATION SUBJECT:
SMPSON STRONG-TIE HURRICANE ANDSEM111C STRAPS AND TIES
1A EVALUATION SCOPE
Compliance with theftlowing code:
2004 Fkfft euI{ V ccde--er g
Pr""evaiusted.
shmuffal
2.0 PURPOSE OF THUS SUPPLEMENT
Ttds suppt E Is issued o biftMetmd the Simpson Rang-Tie hurftme and so=*sus and Has desotW in Ux mailer
reportery the2OO4Fkrida ftCode.� when designed andInWWinacoordericewiththe matereveluallon
report
Use of the Simpson Strang-Tie one and sdwnic dry and ties described in the master evaluator report,for complierm
with the High Veto*Humcww Zee Proviswns of the 2004 Florida Buddhg Code—Stiff fib,has not been evaluded,and is
outside the scope of this suppler
This sum expires c oru reify wig ffie trier evaluation report issued on February 1,2008.
are imt to be cw�s&ued as mpromftaeaYheun annoy odmraurl6raes m i spec&*addressed rrorwe&y to be con*wd as am
wrdws�,eruof,�iesrb�etofartora forusas�T�eisaewar�tybyrCCEvatseba�.espra�oraammry �•
aro*ffmoucrim dds n w 4 oraetoanypmduawmmd.by dx report.
GopyrIght02006 pop 1 of 7
6
1 1 5 corrwalr
C\�,�THEPATI OD�TFtICT
s W)3 rEATCOH SITE INFORMATION:
MIAMI DADS AT
7 3908 MN 78 AV,
A U Ft.SM
2xsPTwro LEGAL DESCRIPCION: `'` $0 47811
H2$SIMPSC TIE T D WOOD KIRBYS ADD TO MIAMI SHORES PB 41-44 LOT 3 LOT�81.100 www n�a T;;
Q BEAM O H s)SO x 1E1R N L X 110 OR 18878-4559 CM 1 OR IBM-4159 OM 00
lop 2x10 PT WD BEAM SCOPE OF WORK: OR CMN PE
(2)1/2"DIAM THRU BOLT. CONSTRUCT110N OF OPEN TRELUS
�s�
ZONING CATEGORY: PMDU 00FMAMMu W#
10' COL r N WOOD
MATERIAL SPECIFICATION: PERMIT ': mm�
ROVIDEFISEREDROOFCOATING WWII E 860E�PWE Fla-7W PSI F1 1150 PSI Miami Shores Village
AROUND EMSEDED PT WOOD COLUMN
NNp �pp�p�TEONEw 240 X 24�X 2 AP P R E BY DA f
�N R®AR MEGU''rceF ZONING DEPT
PROVIDE##5 ON TOP EACH DIRECTION ZONING CATEGORY:
MIN "RECOVER THE STRUCTURAL.SYSTEM FOR THE STRUCTURE HAS BEEN BLDG EP J �
DEMNES IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING
CODE.NOS 2�8,ACI318�,AGMT-10THEFOLLOMO SUBJE i" CC,MPW.NCEWUH E
24° FOLLOW NG BUPERIMPIOSED LOADMWS HAVE BEEN UTILIZED.
U e4
WIND: STATE Nv 'C EG TIO !s *
3 SEC.GUST SPEED®178 MPH
IMPORTANCE FACTOR=1.0 _.,,,.�....,;._........
EXPOSURE C
GCpI=0.0
3 OPEN TRELLIS SECTION
SCALE N.T.S
93-8"
ONE STORY
RESIDENCE
ar
CITY
8'x Ir PT WOOD COLUMNS J
/IT x Ir PT WOOD RAFTER .J
r x 10'PT WOOD BEAMS p W
(No
v
r x 40 PT WOOD m =
JUN 0420 Wz1 z
14' TRELLIS �'�Q z
16,4r
L3 11 11 11 11 11 11 11 1111 11
cGmw.n�+�a
10-
14'
2V UE.
29C&E OPEN TRELLIS FRAMING PLAN
1W 11W SITE PLAN ° "" FV
SCALE 3/32" = 1 V
i i i Al