95-440 BUILDING PERMIT
VALUE $ 11000 TOWN OF QUEENSBURY 95440
TAX MAP NO. 41. -1-3 No.
WARREN COUNTY, NEW YORK
ERB, RAYMOND
PERMISSION is hereby granted to
19 FITZGERALD RD. .OFF
OWNER of property located at Street, Road or Ave.
REPAIR ROOF TO BOATHOUSE DUE TO STORM
in the Town of Queensbury,To Construct or place a
at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'S Address is
19 FITZGERALD ROAD
QUEENSBURY.N.Y. 12804
2. CONTRACTOR or BUILDER'S Name
BONACQUISTI. PHILIP
3. CONTRACTOR or BUILDER'S Address
171 SARATOGA AVENUE
MECHANICVILLE, NY 12118
4. ARCHITECT'S Name
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
1—CAR GARAGE
l 1 Wood Frame ( ) Masonry ( 1 Steel ( )
7. PLANS and Specifications
REPAIRo.TO BOATHOUSE ROOF DUE TO STORM DAMAMGE AS PER APPLICATION
8. Proposed Use
REPAIR ROOF TO BOATHOUSE DUE TO STORM
$ 30 97
PERMIT FEE PAID —THIS PERMIT EXPIRES August 1 19
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.)
Dated at the Town of Queensbury this 2 Day of August 19 95
SIGNED BY for the Town of Queensbury
Building and Zoning Inspector
CERTIFICATE OF COMPLIANCE
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
Date September 1 19
This i s to certify that work requested to be done as shown by Permit No. 540
has been completed.
This structure may be used as a REPAIR ROOF TO BOATHOUSE DUE TO STORH
Location ., s .13 i.u. ,OFF
Owner !tC,M)
By Order of Town Board
P � CHAP NO. 4 1 . 1 - 2. TOWN OF QUEENSBURY
— w \ [" -.
i
Director of Building & Code Enforcement
. � TOWN OF QUEENSBURY Fee Paid yr
BUILDINGCODES DEPARTMENT
APPLICATION
Permit # 1 5---� /
APPLICATICAT IOO N FOR: PORCHES-DECKS- J��
Co
0-0
DOCKS & BOATHOUSES Est. Cost l
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. PLEASE ANSWER ALL OF 11E FOLLOWING:
The undersigned hereby applies for a Building Permit to do the following work which will be
done in accordance with the description, plans and specifications submitted, and such special
conditions as may be indicated on the permit. TWO SETS OF STRUCIURAL PLANS SHALL BE SUBMITTED
WITH THIS APPLICATION.
Owner of Property: `,4,..0,„0„p Ecz.,6
P.O. Address I 1 FtTZerzALZ 10A-o Phone # 792-3461
Property Location Tax Map #
Subdivision Name (If applicable)
PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES:
Name: r-Rkic..p oi4.a�ga1s? I Address nI cA-n,9-rpe_A. At,Er- Phone# 6e,¢•73oS'
Me. ....e_j,Li.tr , N`( ►2,ua
BUILDING SPECIFICATIONS:
2�p a40—
Type of work to be done: Porch Deck Dock Boathause (Circle one)
Size of Structure to be built (square footage) : 33 g sF,
Foundation Material : Width 67,,s-t,4,1 Thickness 67,i__
Depth of Footing, below grade: f~r., s7,yI
Size of Posts or Studs: ce' x (a" x , ' Long RECEIVED !
Size of Floor Joists: is./ x x Span
Decking or Flooring Material : SA x Co i-„4,;,(.1 n.e.44.1.6 AUG 01 1995
How will Porch or Deck be fastened to building? TOWN OFOUEENSBURY
BUILDING AND CODE
If Roof Will Be Installed, Answer Following Questions:
Size of Posts or Studs: 6 x (p " x 8' Long
Roof Rafters: 2" x e," Spacing VD' Span g '
Roof Trusses (pre-en ineered spacing) : NA Span
Type of Roof: Sloped Flat Shed Other (Circle one)
Material of Roof: SH,�yCcS
ZONING INFORMATION:
TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED, drawn reasonably to scale and attached
hereto, showing clearly and distinctly all buildings, whether existing or proposed and
indicate all set back dimensions from property lines. Show location of water supply and
location and configuration of septic disposal area.
Size of Property: ft. x _ ft.
Existing building(s) : Size ft. x ft.
Size ft. x ft.
Use of Existing building(s) :
Proposed structure, distance from property line:
Front yard ft. Rear yard ft.
Side yards ft. and ft.
If on corner, setback from side street: ft.
DECLARATION
To the best of my knowledge and belief the statements contained in this application,
together with the plans and specifications submitted, are a true and complete statement
of all proposed work to be done on the described premises and that all provisions of the
Building Code, the Zoning Ordinance, and all other laws pertaining to the proposed work
shall be complied with, whether specified or not, and that such work is authorized by the
owner.
(a)QtDATE: S • /i r- SIGNATURE fqb" i
wn r, Owner' s A4ency A ch ec ontractor
REVIEWED BY CODE ENFORCEMENT OFFICER, DATE 8 Z70
., Cf 7 SIGNATURE �;. �''� j
</
6;1/
TOWN OF QUEENSBURY
A.. 1 3�� BUILDING & CODE ENFORCEMENT
742 BAY ROAD
QUEENSBURY NY 12804
(518)745-4447124,
j
ARRIVE: 2P.!/'" DEPART: 6, 30 INSPL.
FINAL INSPECTION REPORT - RESIDENTIAL
DATE INSPECTION REQUEST RECEIVED: l
NAME �j - A
LOCATION t ( h`�- ��(
DATE / 4( PERMIT If /
TYPE OF STRIICTURk
FOOTINGS_ FOUNDATION _ BACKFILL FRAMING _
ROUGH PLUMBING SEPTIC INSUL TION
FINAL ELECTRICAL WOODSTOVE OR F REPLACE
/A YES NO
CHIMNEY HEIGHT/B VENT/HEIGHT
PLUMBING VENT
ROOFING
EXTERIOR FINISH
DECK/PORCH/STEPS/RAILINGS
RELIEF VALVES
FURNACE/HOT WATER OPERATING
INTERIOR TRIM/PRIVACY DOORS
FINISH FLOORS:
BATH/KITCHEN WATERTIGHT
OTHER FLOORS SWEEPABLE
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILINGS
SMOKE DETECTORS
BATHROOM FANS
PLUMBING FIXTURES
FOUNDATION INSULATION
GARAGE FIRE PROOFING
DOOR CLOSERS _
FINAL ELECTRICAL
SITE PLAN/VARIANCE REO.
FINAL SURVEY PLOT PLAN
OK TO ISSUE C/O R C/C
TOWN OF QUEENSBURY
,`1 BUILDING & CODE ENFORCEMENT
i*1_+ 0 742 I BAY ROAD
QUEENSBURY NY 12804
(518)745-4447
ARRIVE: `MIS DEPART: W-t7C) INSP:.
FINAL INSPECTION REPORT - RESIDEN
DATE INSPECTION REQUEST RECEIVED:
NAME '1.--
LOCATION Vzl < < z ?I l Rn
DATE q \• 5- PERMIT # 44cTh
TYPE OF STEUCTURD -,
1/1-&?M
FOOTINGS FOUNDA ION _ BACKFILL FRAMING _
ROUGH PLUMBING _ EPTIC INSULA ION
FINAL ELECTRICAL WOODSTOVE OR F EPLACE
/A YES NO
CHIMNEY HEIGHT/B VENT/HE GHT
PLUMBING VENT
ROOFING
EXTERIOR FINISH
DECK/PORCH/STEPS/RAILINGS
RELIEF VALVES
FURNACE/HOT WATER OPERATING
INTERIOR TRIM/PRIVACY DOORS
FINISH FLOORS:
BATH/KITCHEN WATERTIGHT
OTHER FLOORS 'SWEEPABLE
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILINGS
SMOKE DETECTORS
BATHROOM FANS
PLUMBING FIXTURES
FOUNDATION INSULATION
GARAGE FIRE PROOFING
DOOR CLOSERS
FINAL ELECTRICAL
SITE PLAN/VARIANCE REO.
FINAL SURVEY PLOT PLAN
OK TO ISSUE C/O OR C/C
Vc cc)1k-1-) t z 5
�1 1°t LID t ) ck OG 01
TOWN OF QUEENSBURY
BUILDING & CODE ENFORCEMENT
531 BAY RD., QUEENSBURY NY 12804
INSPECTOR'S REPORT: ARM:Li DEPARTPaal
REQUEST FOR INSPECTION RECEIVED: ✓
NAME EF F
LOCATION S `""' `� C-�,V L �` 1
DATE 1 1,-7 C� ,. PERMIT # .6 6 1 MAMA
TYPE OF STRUCTURE: C)MIA)\
RECHECK APPROVED
N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
REINFORCEMENT IN PLACE
THE CONTRACTOR IS RESPONSIBLE FOR
PROVIDING PROVE TION FROM FREEZING
FOR 48 HOURS FOLLOWING THE PLACE-
MENT OF THE CONCRETE.
MATERIALS FOR THIS PURPOSE ON SITE
FOUNDATION/WALLPOUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPPROOFING
BACKFILL APPROVAL
PLUMBING VENT/VENTS IN PLACE
ROUGH PLUMBING
PLUMBING UNDER SLAB
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING
JOIST HANGERS
JACK POSTS/MAIN BEAM
AIR INFILTRATION BARRIER
HEATING ROUGH-IN
INSULATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-
FLOORS R- -
WALLS R-
CEILING R_
DUCT WORK OR PIPING IN -
UNHEATED SPACES R-
E C M
C)? tll(t.V L
• FIRST GENERAL SERVICES JOB CRB Khf1'Ok).D
OF THE CAPITAL REGION SHEET No. I OF
171ICSaratoga Avenue CALCULATED BY Ia�ON 015-T( DATE '-31- S.
MECHANICVILLE, NEW YORK 12118 fir? 9
(518) 664-7305 CHECKED BY DATE
FAX (518) 664-6881 3%N
s IIO„
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v RECEIVED
AUGI • 1995
pl,,rilv„D'ipror..1:tsT TOWN OF QUEENSBURY
c.,: i ti.;. , .1<.;,4 r. _._BUILDING AND CODE
r'
CL
1
r
" DATE Z- 2 i5K1.
FLOOR PLAN
PRODUCT 204-1 ONO S$eeI51105-1(Padded)five*.Inc Groan.Mass.01471.To Ordn PRONE TOLL FREE 1400-225-6380
. FIRST GENERAL SERVICES roB �Q� . K '(MooI>
OF THE CAPITAL REGION . . , SHEET NO. 2 of
171 Saratoga Avenue CAi cuLATED BYR1Rot)A t)1ST 1 DATE MECHANICVILLE, NEW YORK 12118 Q ��'
(518) 664-7305 CHECKED By
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PRODUCT 2041 IS*DPW MT(Piddidl/Af.K Gram.Vas 01a70.I*OW NC*TOLL Pa 140 0.2 25-010 •
FIRST GENERAL SERVICES JOB 62.2,
,
OF THE CAPITAL REGION SHEET NO. 3 OF
171 Saratoga Avenue
MECHANICVILLE, NEW YORK 12118 CALCULATED BY.P."?:+014.44001S-11 DATE
(518) 664-7305
CHECKED BY DATE
FAX (518) 664-6881 to
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PRODUCT 20d 1 dove gads)XF0 1 OFIdeoPPReinho dx Grow Mass 01471 To Wed NOM TOL l FREE T100 225.6200
SIMMON WI--
I'_ \ BC CAPS/BASESPOST
'4 { ° • C T Dual-purpose post cap/base combination for light post cap or post base connections.
e • ® jj4i MATERIAL: 18 gauge 1
j ° e - FINISH:Galvanized
yy, ° ° SURFACE INSTALLATION:• Use all specified fasteners.See General Notes.
f w SURFACE A ■ Install with 16d commons or 16d x 2W'joist hanger nails.
1 \ C BC6O •The 9/,6"holes are for passage of reinforcing steel when BC is used as a base.
H • •Not recommended for non-top-supported installations such as fences when
Half Base used as a base.
(Others Similar)
i a � SURFACE CODE NUMBERS:BOCA, ICBO,SBCCI No.NER-421.Dade County,FL
T • •7.� A No.89-0131.2.City of L.A.No.RR 22086.
BC4
N v ° Ca
p/Base
•,—., Ca /Base FASTENERS ALLOWABLE
Wr /, MODEL DIMENSIONS (EACH SIDE) LOADS'
SURFACE NO. SURFACE SURFACE SURFACE UPLIFT LATERAL
8 �2 �\ W, Wz L� Lz Hi Hz A B C (133) (133)
�'w' °__ Li CAPS
r BC4 39/18 39/1e 27/8 27/8 3 3 3-16d 3-16d — 980 1000
1 ° ;\ ° 771
® ° BC46 39/1e 51/2 47/8 27/8 31/2 21/2 6-16d 3-16d — 980 1000
R1 ° BC4R 4 4 4 I 4 3 3 6-16d 6-16d — 980 1000
°, •
BC6 51/2 51/2 43/8 43/8 33/8 33/8 6-16d 6-16d1330 2000
BC6R 6 6 6 6 3 3 6-16d ' 6-16d — 1330 2000
::>.___ BC8 7r/2 7�/z 7�/z 7rh 4 4 6 16d 6-16d _ 1800 2000
H: is,„ 11BC8R 8 8 8 8 4 4 6-16d i 6-16d 1800 2000
° • — — BASES — —
/
BC40 33/18 — 31/4 21/4 3-16d 4-16d 540
�I BC4OR 4 — 4 — 3 — 4-16d — 4-16d — 540
W2 •
t2 BC460 51/2 — 33/8 — 3 4-16d — 4-16d — 540
\ / 43060 51/s — 51 --• 3 — 6-16d — 4-16d 540
`Ij✓ BC46OR 6 — 4 — 3 — 4-16d — 4-16d — 540
SurfaCC ViJJJJ�J� BC8 and BCBR BC6OR 6 — 6 — 3 — 6-16d — 4-16d — 540
;NI-?,�,, (Rough) BC80 71/2 — 7'/z — 4 — 6-16d — 4-16d — 540
j' ` Cap/Base
/%� BC8OR 8 — 8 I — 4 — 6-16d — 4-16d — 540
° 3 --:-.• 1.Allowable loads have been increased 33%for wind or '
----- _- earthquake loading with no further increase allowed;
1111
Typical EPC reduce for other load durations according to the code.
0
End Post Cap
Installation POST
CAPS,
—
• • • •i 3z A custom connection for post-beam combinations at medium design loads.
• ® 5�Sl„optate• The extension beam side plates function as tie straps where splices occur.
''� • MATERIAL:PC is 12 gauge;PC-16 is 16 gauge
FINISH:Galvanized.Selected products available in Z-MAX coating;
Ilisee Corrosion Resistant Connectors.
• • SurfaceA INSTALLATION:• Use all specified fasteners.See General Notes.
II
• • ® •9/,6'holes are provided for optional bolting.Loads do not apply to bolted
SurfeceB m \� 3. connection.
^��� OPTIONS AVAILABLE:•For end conditions,specify EPC post caps,providing
dimensions in accordance with the table;see illustration.
PC WZ'� •For heavy-duty applications,see also CC series.
CODE NUMBERS:BOCA,ICBO,SBCCI No.NER-443.City of L.A.No.RR 22086.
i,ATER*I- 01
0 DIMENSIONS FASTENERS ALLOWABLE LOADS
MODEL POST UPLIFT LATERAL
NO. SIZE Wi W2 Li L2 L3 SURFACE SURFACE SURFACE PC/EPC PC EPC
A B C (133) 033) (133)
4 PC44-16 4x4 39/16 39/26 25/8 11 73/6 4-16d 6-16d it _ = . 4-16d 1000 925 1000
As- Typical PC PC44 4x4 39/�6 39/,6 25/6 11 73/6 4-16d 6-16d 4-16d 1430 925 1300
Post Cap PC46-16 4x6 39/16 51/2 25/8 13 J 91/4 4-16d 6-16d 4-16d 1000 650 650
Installation PC46 4x6 39/46 51/225/8 13 91/4 4-16d 6-16d 4-16d 1430 650 650
lrii—_ - PC48-16 4x8 39/46 71/2 25/8 15 111/4 4-16d 8-16d 6-16d 1000 1475 1285
PC48 4x8 33/16 71/2 25/8 15 111/4 4-16d 8-16d 6-16d 1430 2075 1735
1.Allowable loads have been increased PC64-16 4x6 51/2 39/18 49/16 11 73/8 4-16d 6-16d 4-16d 1000 925 1000
with no
wind r i creaseearthquake loading PC64 4x6 5'/z 39/46 43/16 11 73/8 4-16d 6-16d 4-16d 1430 925 1300
with no further increase allowed;
reduce for other load durations PC66-16 6x6 51/2 5'/2 49/16 13 91/4 I 4-16d 6-16d 6-16d 1000 650 650
according to the code. PC66 6x6 51/2 51/2 4946 13 91/4 4-16d 6-16d 6-16d 1430 650 650
2.Lateral loads are in the direction of
thebeam'saxis. PC68 6x8 551/271/249/ie 15 111/4 4-16d 8-16d 6-16d 1430 2075 1735
the m's
3.Allowable loads are for nails only. PC84 4x8 71/2 39/16 69/46 11 73/8 4-16d 6-16d 6-16d 1430 925 1735
ic.Copyright 1992 SIMPSON PC86 6x8 , 7'/z 51/2 _69/16 13 91/4 4-16d 6-16d 6-16d 1430 925 1735
22 STRONG-TIE COMPANY.INC PC88 J 8x8 71/271/269/16 15 -111/4 I 4-16d 8-16d 6-16d 1430 , 2075 1735
LPC POST SIMPSON 06060/SIM
BuyLine 5162
Stroh ra
-,� Adjustable design allows greater connection versatility.LPC4 joins 4x posts to CONNictoas
members 3"to width of 4x post.LPC6 joins 6x posts to members 3"to width of 6x
post.Embossment provides greater strength from a more economical material section. LATERAL
MATERIAL:LPC4-18 gauge;LPC6-16 gauge —' (01
.- Allows
FINISH:Galvanized for Multiple
INSTALLATION:• Use all specified fasteners.See General Notes. ,••" Beam Widths
•LPC must be installed in pairs.21/2"beams may be used if 10dx11/2"
nails are substituted for the 10d commons;however,loads do not apply. • • ''
CODE NUMBER:BOCA,ICBO,SBCCI No.NER-443 for LPC4. • • )
LPC6 submitted to CABO 4/91. I' Typical LPC
11
Installation
ALLOWABLE LOADS2' 1.Fastener quantities are for two LPCs. 0 uvsu
MODEL FASTENERS 2.Allowable loads have been increased •
NO. (1 � 33%for wind or earthquake loading POsrcAPS •
BEAM POST UPLIFT LATERAL' with no further increase allowed. TI- •
•
3.Loads apply only when product is I •
LPC4 8 10d 8 10d 760 325 installed in pairs. 1. ° S1wv,>� °
FLPC6- 8-10d 8-10d 915 490 4.Lateral load is in the direction of 21 Sr,01�•. 1
the beams axis.Not rated for ° •
perpendicular-to-beam load.
-L
ACPOST
PAPS ° //i p •.
Twin design permits easy installation before,during or after post ° �. '//l�ii 9„
and beam erection.Two models fit a variety of timber sizes.All corners ACE �'�3 LPC4 I�
are enclosed for trim appearance and functional strength. I o Typical ACE 51-e LPC6Hf" LPC
MATERIAL:18 gauge Right ° o Left Installation
•
FINISH:Galvanized ,,/ °
_` Allows for
_I Al
INSTALLATION:• Use all specified fasteners.See General Notes. _Utlllt
CODE NUMBERS:BOCA,ICBO,SBCCI No.NER-421.Dade County, ERA' 1 All Post Widths
FL No.89-0131.2.City of L.A.No.RR 22086.ALLOWABLE LOADS
o o
• 4x and Greater
o
MODEL DIMENSIONS FASTENERS o
NO. (133) Off• ��
W L BEAM POST UPLIFT LATERAL 0
AC4 39/16 61/2 12-16d 8-16d 1080 715 o ( ° • •
/2 -r AC4R 4 6 12-16d 8-16d 1080 715 0 •
ACE4 — 41/2 8-16d 6-16d 810 715 3• • MPgn •
O AC6 51/2 81/2 12-16d •8-16d 1080 715 • 5`6yo•6t° a
AC6R 6 81/2 12-16d 8-16d 1080 715 �_-_ /.ii
iii
ACE6 — 61/2 8-16d 6-16d 810 715
1.Allowable loads have been increased 33%for wind or earthquake loading with no further 2; . •
increase allowed;reduce for other load durations according to the code. Typical AC Installation
2.Loads apply only when used in pairs. _,/—mil
ABADJUSTABLE
POST BASES iC
Fully-adjustable post base offers moisture protection,structural values, r10 AB
ease of installation,and finished hardware appearance.Standoff plate provides
flat end bearing for post and keeps post end 11/8"above surface moisture. o ° �, 2"MINIMUM
MATERIAL:12 gauge adjustment and stand-off plates;16 gauge base cover i SIDECOVER
FINISH:Galvanized ///
INSTALLATION:• Use all specified fasteners.See General Notes. e ' �`j
• Post nail holes are sized for 10d commons.
• Rectangular adjustment plate assumes /2 diameter anchorage. \�� ® ' Can Be ;
•The AB is supplied as shown;bend up the fourth side after positioning ,•
�,\� Installed on i
the post and securing the easy-access nut. Existing Slab do__; o •
• For non-bolt,non-adjustment installations,3/16"holes for the optional o;o
nail holdown or powder-actuated fasteners in a concrete or timber
base are provided in the base cover. MODEL DIMENSIONS ALLOWABLE Typical AB
+ •A 2"minimum side cover is required to obtain the full load. NO. w L DOWNLOADSI Installation
• Not recommended for non-top-supported installations such as fences. y 9
Li AB44 3/16 3/16 I 4065
CODE NUMBERS:BOCA,ICBO,SBCCI No.NER-393.City of L.A. r ; t------
No.RR 22086. AB46 39/18 51/2 4165 1
AB44R 4 4 4065 I
AB46R_4 6 4165 j
1.Loads may not be AB66 51/2 51/2 I 5335
increased for II
< Copyright 1992 SIMPSON STRONG-TIE COMPANY.INC. short-term loading. AB66R 1 1__6___ ___6 5335 J 21
. •H SEISMIC AND 06060/SIM
SIMPSON BuyLine 5162
HURR/CANE TIES Str cuttas'
Designed to provide wind and seismic ties for trusses and rafters,this versatile line may
be used for general tie purposes,strongback attachments,and as all-purpose ties where one
member crosses another. ,,,,,, ...„14,001The H4 and H5 hurricane ties have unique shapes that result in higher loads and require �S3" Z
fewer nails.The designs allow for installation on the inside of the member without interfering 11�� •
with the drywall,or on the outside of the member without interfering with the sheathing o )tb°,
material.The H5 is designed to tie the top two wall plates to the rafter. '', •
The versatile H6 and H7 hurricane ties are designed and tested for high load capacity.Use 2 8 /
to attach studs,joists,trusses,plates,and other wood structural elements;see illustrations. D ® ® '
MATERIAL:See table ° y 9A •
FINISH:Galvanized.Selected products available in stainless steel or Z-MAX coating;see O m /' 3s
Corrosion Resistant Connectors. ° I /
INSTALLATION:•Use all specified fasteners.See General Notes. �/ •
•H2.5,H3,H4,and H5 ties are shipped in equal quantities of separate rights and lefts. Ss ° 22 l/° •
•The H7 must be bent over and around the other side of the top wood member.
A minimum of four 8d nails into the truss must be used,including two into the side St gsroN ° • •
of the truss at the end of the strap.See illustration. �1 H1 ,.I• •
CODE NUMBERS:BOCA,ICBO,SBCCI No.NER-422 for H6 and H7;NER-393 for all others. )4. li
(Lateral loads,except H1 F,load,are pending:submitted to CABO 7/90.)Dade County,
FL No.89-0131.1.City of L.A.No.RR 22086 for H1,H2,H2.5,and H3. �I;•� H2
0 0 � i�6
Typical H4 ® • /•, •
Stud to '"' ° I o,� -,'
Bottom sn* i ;' •ti9•
Pg.
����1 Plate 3y •"�° It
(see footnote 3) J. I' soo. 4 0N o
2 �� • 1 °�Pi
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H4 A o •
H2.5 Ties Ratter �••it
Patens No. o n" o
l 0` to Two Plates •• 'II
4 4,714,372 2}� ®° )'� ��
;� � H4 �'—I'4--� o
��� Installation / • • ° j � I8 ,�
Hi Installation =� �/ H5 H2.5 H3
—Can Eliminate •
t Costly Rafter • Patent No.
Notching 'I'' to 4,714,372 +^
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$ 4 0 'IL-- 149 2r sios...
No
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H3lnstallation 41410o /I' y�2i 8 � 71.` " / O USEAMINIMUM OF , °
H$ TWO 8d NAILS TRIS
• i
Ties Rafter SIDE OF TRUSS. °
H2 TOTAL FOUR ° U c
to Two SNAILS •Installation Plates INTO TRUSS. , • • L
--air
)9t6 H7 t\
\ 4471..:1„. F1
'1 ® I
O Typical.. ', '��' el °° Typical H7 °
I
SH6t ' O I PLATES 'F Installation °
Stud
to To4 Typical
H6 EIGHT Is °?= t" • °
PlateP ' Stud to Band Joist INTO 6z • .,' : /
Installation Installation ° ° 5
H6
o y
FASTENERS MAX ALLOWABLE LOADS1'2 2"„ I,•
MODEL LATERAL °
MAIL TO TO TO UPLIFT
NO. RAFTERS,PLATES I STUDS (133) Ft(133) F2(133) '� •O• ----y
H1 18 ga 66 Sdx 11/2 _ 4 8d — _ 520_ ag5 165 ._ 1 Loads have been increased 33%for wind or earthquake loading( 1 H2 18 ga + 5-8d — 5_Sd 335 — with no further increase allowed.
H2.5 18" 4-8d
�8d 415 150 150 2.Allowable loads are for one anchor.A minimum ratter thickness of 21/2'
H3 18 ga 4-8d 4-8d — 460 125 160 must be used when framing anchors are installed on each side of ratter
4 8d-_ - _360 4_-185 160_ i and on the same side of the plate.
I H5 _ +28 a 4-8d__t_ _ 465 115 200�' 3.Maximum allowable uplift load for the H4 stud to bottom plate installation is 315 lbs.
H5 18 ga 4-8d�_ a-8d--
H6 16 ga — 8-8d 8-8d 950 650 — 47
H7 16 ga 4-8d 2-8d '8-8d 985 400 —
s Copyright 1992 SIMPSON STRONG-TIE COMPANY.INC.