DGT-07-1512Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Date: 07/31/2007
Inspector: Grande, Claudio
Owner: TENNEY, WILLIAM
Job Address: 1183 99 Street NE
Miami Shores, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Decks /Gazebos/Trellises
Inspection Type: Final
Work Classification: Trellise
Block:
Phone Number
Parcel Number 1132050180090
Lot:
Building Department Comments
INSTAL AN ORCHID TRELLIS
jJ_ 3 1 2007
ov...d /
Inspector Comments
cc
Passed
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Monday, July 30, 2007
Page 1 of 2
-112_51a3-
1O14-s . '6'11
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
AM@FEEV'Ml
lit Jul 2 ¢i MO Jj
BY: e..__e__
Permit No.-cT I o ! - i o J 2_
Master Permit No.
Roofing
Owner's Name (Fee Simple Titleholder) 14-9 f Ld, h901/ 7eJiJE Phone # go, -3 ---271g 67
Owner's Address /ftE 9' 77 67
City ®7 //J / 5, z-5 State Fl., Zip 33 13 S'
Tenant/Lessee Name Phone #
Job Address (where the work is being done) /1 3 A q77-4 S-77
City Miami Shores Village County Miami -Dade Zip 3.31? 8
FOLIO / PARCEL #
Is Building Historically Designated YES NO X
Contractor's Company Name
Contractor's Address
City
Qualifier Name
Phone #
State
Zip
Phone #
State Certificate or Registration No. Certificate of Competency No.
Architect/Engineer's Name (if applicable)
Phone #
Value of Work For this Permit $ 300 00 Square / Linear Footage Of Work: 6 C�
Type of Work: [Addition 0Alteration ew
`; Q' Repair/Replace
Describe Work: /t= 5T/t}LL Af ®Re/- f=1.,, TIZE ., /s
❑ Demolition
r * * *, ***** * *,t, *** ****** * ** *** * * * * * **F **, r***************** ** * *** * *** * **,r ***,r** ** **
Submittal Fee $ Permit Fee $ %z2 CCF $ ► CO 0 CO /CC
Notary $ __� Training/Education Fee $ WU, . Technology Fee $ (p . 25.
Scanning $ (1) • Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 206
5 c dAJS . See Reverse side
1
dtlrexiA) ,7-L
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 jurisdictid&i 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.
"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
Owner or Agent
The fore oing instrument was acckowledged before me this
day of 2001 ,by t l it l(QW\ i-DARD4
who is personally known to me or who has produced
rri -11 % t°(� As ' dentification and who did take an oath.
NOTARY PUBLI
Sign:
Print:
My Conunission Expir:+:
A al
********* *** * *** *** **** * ** **** * * * ** ***
APPLICATION APPROVED BY:
(Revised 02108/06)
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of , 20 , by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My, Commission Expires:
************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
* * * * * * * * * * * * * * * **
Plans - Examiner
Engineer
Zoning
usf 5 Ivy
VILLAGE OF MIAMI SHORES
OWNER BUILDER DISCLOSURE STATEMENT
NAME: PL!A 41,9 7 ,iEy • DATE: ®7 Z� ® 7
ADDRESS: //e3 i g rA 577 /%!4i1// /2 33) FL 331381
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws
of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure
statement, which entitles me to work as my own contractor; I further understand that I as the
owner must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one - family or two- family residence. You may
also build or improve a commercial building at a cost of $25,000:00 or less. The building must be
for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a
building you have built yourself within one year after the construction is complete, the law will
presume that you built for sale or lease, which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have Licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is not licensed must work under your supervision and must
be employed by you, which means that you must deduct F.I.C.A and with-holdings tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this construction
Initial
2. I understand that as an owner- builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
Initial °0 2
3. .I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
4. I understand that the building official
alter or give advice on how to meet
minimum code.
Initial
and inspectors are not there to design,
code —. only if the structure meets the
Initial
5. I understand that as an owner - builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate' any contract disputes.
Initial °?ve
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. If for any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this unlicensed company or person.
Initial l'111-
7. I understand that if any person gets injured on my construction project—they are
entitled to workmen's compensation. And if they do not posses a workmen's
policy I could be held liable for all doctor and related cost which could include
loss of wages during recovery from injury.
Initial
8. I understand that under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my property with out first obtaining
the proper permits by licensed contractors.
Initial '24/(2.
Was acknowledged before me this (20 day of 20 gl
By 0\\DAIlk TeANTAA who was p Y ersonall known to me or who has
Produced there License or (n 1 )1 ipit
as identification.
ShoNe6 (/itqcc�e
..STATE OF FLORIDA)
COUNTY OF DADE)
The undersigned Affiant, I/.Lt4ti `6-101Je ydoes hereby attest that the
(property owner) /
attached survey, performed by
(name of surveyor's company)
performed on , is an accurate representation of the existing conditions and
(date of survey)
locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the
property without first providing a survey less than six (6) months old. The Affiant, as property owner, further
agrees to remove or obtain permits for any structures which now may exist on the property which are not
permitted -or which may violate zoning or building code regulations. The Affiant further understands that the
existence of any such structures may affect final inspections as applicable to this or other permits..
Further, Affiant sayeth naught.
Witness(sign and print) Witness(sign and print)
SWORN TO AND SUBSCRIBED before me this day of /0
Affiant is\ personally known to me, . produced •i 11 12 . as identification.. 0;4 if `�o4c,
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit NO. DGT 7 -07 -1512
Issue Date: Not Issued
............................
Expires: of issued
Folio Number:1132050180090
Owner's Name: WILLIAM TENNEY
Job Address: 1183 99 Street NE
Miami Shores, FL 33138-
Owner's Phone:
Total Square Feet: 60
Total Job Valuation: $ 1,000.00
Contractor(s) Phone Primary Contractor
HOME OWNER Yes
Planning and Zoning Criteria and Comments
Approved: Yes Date Approved: 7/20/2007 : Yes
Comments: MUST STAY OFF SEPTIC SYSTEM
•
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1
H Seismic and Hurricane Ties
The Hurricane Tie series features various configurations of wind and seismic ties for
trusses and rafters.
The NEW H10S provides a high capacity connection from truss/rafter to stud. A
flexible nailing pattern allows installation where the stud is offset from the rafter up to
V. Suitable for wood -to -wood and wood- to-CMU /concrete applications.
The H2.5 's truncated design was developed to accommodate trusses with 2x4
bottom chords. The easy to install, five nail pattern is stronger and gets Miter uplift
loads than our popular H2.5 hurricane tie.
The H14 is the high uplift hurricane tie. ft can be installed with rafter nailing flanges
facing Inwards or outwards.
The H2.5A Is
requirements designed for easy installation, with higher uplift Toads to meet new code
The 1416-2 series has a presloped seat of 5:12 for double trusses.
The prestoped 5/12 seat of the H16 provides for a tight fit and reduced deflection. The
strap length provides for various truss height up to a maximum of 13112" (H16 series). M
series is 4 ".
www.strongtie.com
•sw, ti• .
Load Tattles
Gallery of images,
unbundled
Gallery of an a es.
installed
Code Repass
Drawings
Related Catalogs
Related Catenaries
Technical Bulehns
Fliers
Help fardw+NOads
Inimum heel height for H16
The HGA10 attaches to gable trusses and provides good lateral wind resistance. The HS24 attaches the bottom
chord of a truss or rafter at pitches from 0:12 to 4:12 to double 2x4 top plates. Double shear nailing allows for higher
lateral resistance.
Material: Sea f.
Finish: Galvanized. HTZ and H11Z-ZitAAX ®. Some models available to stainless steel orZMAX4b; See
!stance.
Installation:
• Use all specified fasteners. See General Notes.
• 141 can be installed with flanges facing inwards (reverse of H1 drawing number 1).
• 142.5, H2.ST, H3,144, 145 and H6 ties are only shipped in equal quantities of rights and lefts. (Rights shown.)
• The HGA10Kf: screws are provided.
• HS24 requires slant nailing only when bottom ahem •of masse miter has no slope.
• Hurricane Iles do not replace solid blocking.
Considerations for Hurricane Tie Selection
1. What Is the uplift toad?
2. What is the parallel -to -plate load?
3. What is the perpendtcutar 10 -piste load?
4. What is the spades of wood used for the rafter and the top plates?
(Select the load table based on the lowest performing species of wood.)
5. Wig the hurricane tie be nailed Into bath top plates or the upper lop plate
only?
6. What load or toads will the hurricane tie be taking?*
T. Select hurricane tie based on performance, application, Installed cost and
ease of installation.
Allowable simultaneous toads In more than one *ocean on a single connector
must be evaluated as follows:
Design UpliftlAUowabte Uplift + Design Lateral Parallel to Plate
Allowable Lateral Parallel to Plate + Design lateral Perpendicular
to Plate / Allowable Lateral Perpendicular to Plate < 1.0.
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SIMPSON
Stti frte
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Gallery, Unfastened:
Gallery, Installed:
HI
ry
rr
H2.5T H3
mfi over Images below to see Eger Image
HZ
•
H2.5
•
H2.8A
392
144
U.S. Patent
4,714,372
U.S. Patent
4,714.372
rob over Images below to see larger Image
HtO
(H10R similar)
H10-2
H6
H105
ran over images below to see larger image
HI12
{ay
H14
H14 3415
Profile (H15 -2 similar)
w y t:
• H16 and H16S H16-Z and H16• HUAIO HS24
Presloped al 28 (U.S. Patents
T u3s/Rafer 5:12. Fitch of
6.603860)
Pitch of 3:12 to 3:12 to 712 Is
7:12 is acceptable
acceptable
rah over images below to see larger image
lee
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EL 7. 5. ••••
H2.ST MIT 143 Installation Hd installation • • • •
Installation Installation (Nails into (H2.5 similar) • • • • ••••
Mods into bolh •
Mbar lob (sae
•
101) Otos) Plate) WOW) • • • •
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rot over knadas bid= to see larger image
5.
13. 14. 15. 16.
HTZ instsdkilkin ht5 attaching ha attaching H8 atter-hind
rafter to double stud to sill I-joist to double
top plates (4-8d to plate, tap plates
5-8d into skid)
rot over images beillW 10:809 trader imp
18. 19.
H1OS H105 Insiatiefron
Installation with stud offset
H10-2
Installation
(H11Z similar)
Images 19 and 20: 1410 optional positive angle nailing connects shear
Madam to rafter. Use Bd common nails. Slot allows maximum field-
beriding up to a pitch of 8112, use 75% of the labia uplift toad: bend one
lima only.
21.
H14
installation to
double top
plates
22. AVOID A
H14 MISINSTALLATION1
Installation to Do not make your
double 2x OM hales or
header overdrive millet
rod over Images balmy to see larger Image
Depending on
heel height,
strap may wrap
to back of plate.
Inatall 4-10dx11/2 to Install 6-10dx1 1/2
to face of 2x
inscle edge of 2x
H15 Installation
Pitch 0.12 to 7.12
—rort
H10 inslallaboti
H18-2
Installation
HGA10 Installation to HGA10 Installation to
Double Top Plates
Rim Joist
Hurricane Tie Installations to Achieve Twice the Load (Top View)
tali over Images below to see larger image
WALL
TOP PLATE
Load Tables:
lnstutt diagonally
amass from each
otter for minimum
2x truss.
Products can be on the
same side of the wan
provided they are
configured as shown.
HS24
installation
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io„.1 if 14
Wailing into both sides
of a single ply 2x truss
may cause the wood
to spill.
tea
T HWFCGOB (5.4mb)
High Wind Framing Connection Guide
T FBSa2 (555k)
Connectors for Factory Built Structures
T HWIJOISTO4 (185k)
High Wind Connections for I -Joists (Replaces T -H MJOIST -R) • •
• • ••••
T- POSITMENL�6 (55k) • • • •
•• • ••• • •
• • •
Positive Placement Nall Applications with Pasiode Fasteners (Replaces T- POSITIVENL04. • •
T- POSITIVENLO3R. T- POSITIV£NL03. T- POSITIVENAIL) • • • •
T- HANGERGAPS05 (312k) ••••• • • • • • •
• • •
Allowable Loads for Hangers with Gaps •••• • • • • •
Fliers (PDFs):
F- UPLIFTCONO8 (745k)
Uplift Connectors (Replaces F- UPLIFTCON04)
F-MNMMB (559k)
The Effects of Wind (Replaces F- 1MND05)
DIY- DTSRSPO3 (918k)
Un Sistema Completo de Conectores para Construccibn de Terrazas (en Espanol)
DIY-DECKPATI005 (383k)
Deck Connector System/Patio Cover System
F- D£CKCODE07 (5.4mb)
Deck Framing Connection Guide
You can order Gds tiler by malt. Please visit the l,liorelure Order Form.
F -SSOQ (323k)
Stainless Steel Connectors (Replaces F -SS05)
F- H2,5T05 (77k)
H2.5T Hurricane Tie
DIY- MLD£CK05 (12mb)
Multi -Level Deck Plans: Single or Split- Level, Complete Step -by -Step Instructions (replaces
DIY- MLDECKO4 -R, DIY- MLDECK04, DIY- MLDP -R, DIY -MLDP)
Need help with downloads?
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♦ Lon
Printed July 16, 2007 from htlpJJ /strongle.coadproducte/eonnectcmt i.herd ® 2007 Simpson Sarong -Tia®
Connectors) (114k)
C- 1iW05 -R High Wind Rg�isfance (Truss/Raftarto 5hrd Ton Plates to Studj (133k)
iW05 -R High Wtnd Resisianc:e (GirdedTruss to Wa1I Fmn*ta) (153k)
C- HW05 -R High Wind Resistance (Truss/Rafter to Masomy/Concrete) (169k)
C- HW05 -R Hiatt Wind Resistance (Girder/Truss to Maaoniy /Concrete) (213k)
C- HW05 -R H gl) Wind Resistance (Tmssd Rafter to SingleloT'gg allow umn (133k) • •••• •
• C- HW05 -R High Wind Resistance to Sip Plate; • Sm Plate to Foundation) (223k) • • • • • • • •
C- HW05 -R Higi�W�d Rasistan {Wtnd Effads) (289k) • • • • • • • • • •
••
C- HW05 -R High Wind Resistas}ce • (Stud to Band Joist Stud to Stud) (112k) • • • •
C- HW05 -R High Wind Resistance (Gable Endwap) (128k) •••• • • • • •
• • • • •
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Related Categories:
Hiah Wind Resistance: Tnrss/Rafer to Wood Double Top Plates
Hiatt Wind Resistance: Truss/Railer to Stud
h Wind Resistance
ug GirderlTnrss to M��rnp/ on .ta
Nkah Wind Resistance• GirdarlTrusa to Wall Framing
High_Wind Resistance• Trus&R r 10 Masogry�
High Wind Resistance: Truss/Rafter to Single Top Plate
Archpeclural Products Qrouo
High Wind Resistance: Stud to Sip Plate
H19 Wind Resistance: Top Plates to Stud
High Wind Resistance• Stud to Band Joist
Seismic & Hurricane Ties
11 id • It = 1B it
Straps & Ties - Wood to Masonry
Truss Anchors - Wood to Masonry
High Wind Resistance: Gable Endwall
Angles. Clips. & Straps for Home Prodgds (131Y)
Miscellaneous Connectors - Cold Formed Steel
Technical Bulletins (PDFs):
T- HTiEBEARING05 (92k)
Hurricane Ties Used for Truss Bearing Enhancement
T- UPLIFT05 (266k)
Uplift Connectors - Truss to Wall Tledowns (Replaces T- UPLIFT03)
T TRUESPECHAL07 (177k)
Twespeem Nall Identification System Applications with Haisteel Fasteners (Replaces
T- TRACKERHAL06, T- TRACKERHAL04 -R, T- TRACKERNAIL02)
T- WiNDO5 (340k)
Built No-Equal Construction for 90,100. and 110 mph Wind Speeds (Replaces T- WCHWIND02)
T- AIRNAILO6 (81k)
EZ CODE7m Nail Applications with Air Nall Fasteners (Replaces T- AIRNAiL05, T- AIRNAIL02)
T- BOSTITCHOB (227k)
Applications with Bostitch Metal Connector Fasteners (Replaces T- BOSTITCH05 -R, T- BOSTITCH05)
T- STRAPTITEOS (78k)
Hitachi Strap Tfte Nail Applications with Hitachi Fasteners (Replaces T- STRAPTITE05)
T -DECKB EN LISH (175k)
Dells -Tie
T DECKS (193k)
Deck -Tie (in French/en Francais)
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.tin
Perspective
ikutatem
AC4 end 111 Tr�S /RaatOr to CMU View 2 11 141 CFS
Top Plate to Stud Connectors H2 H2 CFS Stud to Band Joist Connectons
S10 Plate to Foundation Connections Tniaa/Rafter to Wood Too Plate 1
Truss/Rafterto Wood Top Pieta 2 am H2 5 CFS Too Plate to Stud Connectors Hug
Truss/Rafter to f M1J Vtaw 1 114.1Latit o Stud fl 1109 115 Tap View LIS • • • • •
•
1� HB HIp b ey Tnree HB Plate to I Joist 148 Plate to Joist 148 Plate to Stud
• . • • • ••••
•
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148 Rion Joist to Plate /Stud J110 1410 with Titans Into Masonry • • •
••
Tniss/Rafter to MaeonrodConcrete Connectors Bits' HGA10 HGA10 an Rim Joist HS24 •
• • •
Jam§ 18 J-11B H18S on Concrete Wa0 H18-2
•••• • • • • •
• • • • •
Orthographic •••• • •••• • •
• • • •
•• •• ••••
141 front view Hi left view H ri view 141 tap view HZ 142 front view
lit left view Wight view 112 top view H2.5 �.5 front view H2.5 left view • • •
Mil right blew 112.5 top view )� 1-12.5A front view H2.5A right view H2.5A top views • • ••••
•
H25T H2.ST right law H2.ST too view 3 113 front view • •
I� H3left view 143 right viewi • • • •••• • •
H3 top view H4 114 front view 1-14 left view 144 right view H4 top view 1c16_ • • • • • • • • • •
••
H5 front view H5 left view H5 right view J-15 too view HS JIB front view H8 left view
Ha fight view HBJpp view JR H7 front view 147 rlaht view t)_8 118 front view
1181011 vlaw Wight view 118 top view 11p. H10 front view H101eft view HiQdght view
H10 -2 H10-2 front view H10-2 left view 1410-2 right view 1114 Hl4 front view
1114 left view H14 right view 1114 top view Ht3A10 HGA10 front view H0170 rtoht view
HGA10 top view 1115, H15 front view H15 left view 1415 right view Hi6.1g�aw_
DXF
Perspective
AC4 and H1 Truss/Raftar to CMU Vlew 2
HI 111 CFS Top Plata to Stud Connectors HZ
112 CFS Stud to Sand Joist Connections OM Plate to Foundation Connections
Truss/Rafter to Wood Top Plata 1 Truss/Rafter to Wood Top Plate 2 H_2 _§ lit 5 CFS
Top Plate to Stud Connectors Hug Truss/Rafter to CMU View 1 82 H4 to Joist
114 to Stud H 1189 115 Ton View b 110 HB Ht Vg allay Tniss
148 Plate to Jotsi 118 Plate to Stud 1-18 Rim Joist to Piate/Stud H10
Truss/Rafter to Masonry/Concrete Connectors 1110 -2 1-1GA10 HGA10 on Rim Joist HS24
H15 J 1 Hig, H18S On Concrete Wail H18 -2
Ha Plate to 1 Joist
Orthographic
141 front view 111 left view Hi right view 111 top view HZ H2 front view
H21eft view 142 righl view 112 top view 112.5 112.5 front view J12.5 left view
H2.5 Bahl view 112.5 tap view H2.5A H2.5A front view H2.5A right view H2.5A top view
I3 H3 front view 143 left view 1-13 right view H3 top view HA 144 front view
144 Ieft view 114 right view 114 top view Ii5 H5 front view 145 left view 145 right view
11 top view HA He front view 118 left view H ht view 148 tap view HZ
N7 front view 147 right view 148 front view 118 Ieft view H8 right view 148 top view
tug 1110 front view H10 left view 1410 right view 1110 -2 1410-2 front view H10 -2 left view
H10 -2 right view Ii14 H14 front view 1114 left w 1414 rtoht view H14 top view HGA10
Erg A10 front view HGA10 right view HGA10 too view Ht5. H15 front view H15 left view
H15 right view H15 top view
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Code Ref. 6: WW2 (1.3mb) •••• • • •
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View the products covered In FL474
Code Ref. 125: FL1423
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D Theopradncts ate auaUable lsilbadddtmxll cousete a pralecdatt Additforst pradacls
an this pallor may also baav at* rat fl* opfbi. check with Stmpsan far details,
Modal
Fasteners
No.
Raft To To
Truss Pieties Surds
D 111 18 6.811x116 4-8d -
D H2 18 5-8d - 5-8d
D H25 18 5-811 5.811 -
D H2.5A 18 ,. 5-8d 5-8d -
H35T 18 5-8d 5 -8d -
D H3 18 4-8d 4-8d -
e-> D 114 20 4-8d 4-8d __ -
Q 15 18 4-8d 4-8d --
145A tea eted - see 115
D H8 18 -
72 16 ...
H 4-8d
D 118 18 5-10dx116 _
H9KT 013101ed -seeing
ii10 _ 18 w8 --8th1 it
+.LX}. till 1. u 551x1'
D H10-2 18 6-1011
E' H112 18 6- 16dx2t4
1112 -8dx11
L] 12. 86x116
H14- 18
DF/SP
Allowabla Loads
11014 (18143/1111)
(13)
490
335
415
6110
645
4555
380
455
[16 Ft
585 485
335 -
415 150
600 110
545 135
455 125
360 165
456 116
Uplift Load
with
86116 Nails Uplift ( Lateral
(133 &168)
F2 (1 j .*F1 F2
165 455 400 400 415 140
335 230 230
150 415 365 365 130 130 • •383 •.
110 980 520 535 110 110 itattil
145 425 646 546 135 145
180 415 320 320 105 140 •
160 360 235 235 140 135
200 465 265 265 100
SPFJHF
Allowable Loads
Uplift Load
8dx1'
( &
160)
• 370 •
`2�5
1•r •. - •
•
Cade
flat.
••••
1 &i.1 0 •
2.8,4L821 trr 0
•
•
•
40, 122. • •
•lit' • • •
a 4°4 Igor
2.40.12 • •
170 • 2
40, d1tt *WO*
11 • •
•
8.8d ._
2-8d
5-10dx1
8-8ds1 s4
6-10d
6.1611x214
13-8d
15-8d
915 950
%8.811
8-8d 930 985 400
- 620 745 75
585
J45
455
830 830 525 760
1350 1350 515 265
1350 1350 515 265
785 820
800 645 345 - • - 31!'1116° •
530 565 75 - • • vet • •
•• •. '••• • •
9, 121,140•'
6.121.140
7160 � 161 - 170
1050
1050,
780 850
8'O j"yl
655
656
715
1050
1050
•
390
450
480 [245
480 j 245
125
1. Loads have been increased 33% and 80% for earthquake or wind loading with no further increase allowed; reduce where other loads govern.
2. Allowable toads are for one anchor. A minimum ratter thickness of 2112" must be used when framing anchors are instated on each side of the Joist and on the same
side of the plate (exception: H2.5A).
3.
values o a lee OF/ SP � load for stud to bottom plate installation Is 400 lbs. (112.5); 390 lbs. (H2.5A); 380 lbs. (114) and 310 lbs. (118). For SPF/HF values multiply these
4. Allowable bads In the F1 direction are not intended to reps diaphragm boundary members or prevent cross grain bending of the truss or rafter members.
Additional shear transfer elements shall be considered where there may be effects of cross grate banding or tension.
5. Hrmieare Ties are shown instated an the outside (lithe wall for darity. Installation on the inside of the wail Is acceptable. For uplift Continuous Load Path.
connections in the same area (Le. truss to plate connector and plate to stud connector) must be on name side of the wall.
0. Southern Pine allowable loads for H14: 1465 lbs. (1331160), 560 tbs. (F1 Lateral 1331160) and 285 lbs. (F2 Lateral 133/160).
7. Refer to technical bulletin T- HTIEBEARING for selected hurricane ties allowable bearing enhancement loads.
8. H105 can have the stud offset a maximum of 1" from ratter (canter to center) fora reduced uplift 01880 lbs. (DF/SP), and 765 Rho. (SPF).
9. 11108 nabs to plates are optional for uplift but required for lateral Toads.
10. Nails : 18dx21/2 = 0.162" dia. x 21/2" long, 10d = 0. 145" dia. x 3" king,10dx1 1/2 = 0.148" dia. x 1111" lung, 8d = 0. 131" de. x 2112" long, 511x1 1/2 = 0.131" dia. x
1 1/2" long. See other Rat sites end Lnfartnatnn.
Modal
Ge
Flt
-OF/SP
AHowabletn�'
SPF/11F
Allowable Loads,'
R l
taatlers!
Truss
T5
Plus
To
Sleds
(tLateral
60)
M Uft
( all)
t133)
.(u0)
h
Fa
(133)
(160)
P1
1 FR
HGAiOKT
14
4- 31/3,4x1vfo
4- 51151/4x3
-
695
695
1165
940
595
595
870
815
125.140
11S24
i8
8- 8dxlhh
& 2-fid slam
8-8d
-
6053
605'
645'
1025'
520
520
555
880
902
121
H15
16
4.1011x11
4- 10dx115
12.10dx114
1300
1300
480
-
1120
1120
410
-
8.12!
1115 -2
16
4.1011x1'!,
41911x114
12- 10dx116
1300
1300
480
-
1120
1120
410
-
1116
18
2.1011x1%
10.10sIz116
-
1470
1470 _
-
-
1265
1265
-
--
125
HIS
18
2.10dx1114
10.10dz1
-
1470
1470
-
1285
1285
-
H16-2
18
2.10dx1Ye
10- 10dx110
-
1470
1470
-
-
1265
1265
-
-
1116-25
18
2•10ixlld.
1D- 10dx1Ye
-
1470
1470
-
-
1265
1265
-
-
1. Loads have been increased for earthquake or wind loading with no further increase allowed; reduce where other loads govern.
2. When cross -grain banding or cross -grain tension cannot be avoided, mechanical reinforcement to resist such forces should be considered.
3. 11524 OF /SP allowable loads without slant raping are 625 Ms (uplift), 590 Ibs (F1), 640 tits (F2). For SPF/HF loads mushy theca values by 0.86.
4. For H16.2S, S = short.
5. NAILS:10dx1 1/2 = 0.148" dia. x 1 1/2" long, 611= 0. 131" die. x 2 112" long, 611x1 1/2 = 0.131" dia. x 1 1/2" long.
See other yal sizes and tnfnm>$ttan
•