RC-0450-2018 IOW
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development- Building&Codes (518)761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: RC-0450-2018 Date Issued: Tuesday, October 9, 2018
This is to certify that work requested to be done as shown by Permit Number RC-0450-2018
has been completed.
Tax Map Number: 227.6-1-6
Location: 20 MAYFLOWER LN
Owner: Martin PFEIFFENBERGER, Kimberly PFEIFFENBERGER
Applicant: Mark Sheffer
This structure may be occupied as a: Roof Repair
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the (814.494
property owner of the responsibility for compliance with Site Plan,
Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
f =s TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: RC-0450-2018
Tax Map No: 227.6-1-6
Permission is hereby granted to: Most Building Services
For property located at: 20 MAYFLOWER LN
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: Martin PFEIFFENBERGER Single Family-Alteration $15,000.00
Owner Address: 1006 DiBella DR Total Value $15,000.00
Schenectady,NY 12302
Contractor or Builder's Name/Address Electrical Inspection Agency
Most Building Services
280 Lampman RD
Broadalbin,NY 12025
Plans&Specifications
Roof Repair
$ 175.00, PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday,July 20,2019
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town ueen ury; rid;y J 3a.�!- 018
1.4
SIGNED BY: \ for the Town of Queensbury.
Director of Building&Code Enforcement
Office use Only
2r:y .Ai 9 .AT N Permit Fee:$ 17 5,
Town of eei spurt it ;§ ?Oi8
742 Bay Road;Queensbury,NV 12804 i ��
f�:518-761-8256 II� __l� linvoice#: ��5-0www.queensbury.ne4 TOWN O i r' ;,;,3E r:
Project Location: ai,o m Pty FLOVVIER
Tax Map ID#: 2D7] —I Subdivision Name:
CONTACT INFORMATION:
® Applicant:
Name(s): t1/4,i11Is* 5 _
Mailing Address, C/S/Z:2& LAIMM ,3/r9 my In
Cell Phone: (St€ ) is &2 G1 Land Line: ( )
Email: 11/1651 8 O1 L DTJ4 Ee niCr, tJ
• Primary Ovvner(s):
Name(s): KI beA / /� . 1i 7 P-Pe� .�V)/b
Mailing Address, C/S/Z: "f 0 0 6 c ? I1.,, f Q,i ,tve,,ec i atC U ( ' ),349
Cell Phone: ( 5-1 f ) 3 6? _11 is- 3 Land Line: ( 3 7 Y ) ( 56 - °3 of f
Email: /'Y) foe 1 f l`-tme Lvich . Co
• Contractor(s):
Business Name: 1:1 ( OIL 9 6 P. --VCI(
Contact Name(s): ' - - c .
Mailing Address, C/S/Z: i114404
Cell Phone: ( ) iti17644. Land Line: ( l ) Q$3 —987 3
Email: yt,,
• Architect(s)/Engineer(s):
Business Name: / v
Contact Name(s):
Mailing Address, C/S/Z:
Cell Phone: ( ) Nth Land Line: ( )
Email:
Contact Person for Building&Code Compliance: A p
Cell Phone: ( ) Land Line: (
Email: -4
Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018
PROJECT INFORMATION'..
TYPE: _ . Commercial Residential
WORK CLASS:
Single-Family. Two-Family _Multi-Family(#of units )
®Townhouse Business Office —Retail
Industrial/Warehouse Garage (#of cars _) Other(describe )
ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE:
1st floor: 1st floor:
2nd floor: 2nd floor:
3rd floor: 3rd floor:
Basement(habitable space): Basement(habitable space):
Total square feet: 0, Total square feet: (17D
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $ L5 00 0 V
2. If Commercial project,what is the proposed use:
3. Source of Heat (circle one): Gas Oil Propane Solar • Other /dm-
Fireplaces need a separate Fuel Burning Appliances&Chimney Application V
4. Are there any structures not shown on the plotplan? YES NO Explain: 4
p
5. Are there any easements on the property? YES - V NO
6. SITE INFORMATION: V
a. What is the dimensions or acreage of the parcel? /( I
b. Is this a corner lot? YES NO / \
c. Will.the grade be changed as a result of the construction? YES NO
d. What is the water source? PUBLIC PRIVATE WELL
e. Is the parcel on SEWER or a PRIVATE SEPTIC system?
Town ofQueensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018
DECLARATION:
iON:
•
1. I.acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be
completed within a 12 month period.
2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to
fees and department approval.
3. I certify that the application, plans and supporting materials are a true and complete statement and/or
description of the work proposed, that all work will be performed in accordance with the NYS Building
Codes, local building laws and ordinances, and in conformance with local zoning regulations.
4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate
of occupancy.
•
5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all
newly constructed facilities prior to issuance of a certificate of occupancy.
•
I have read and agree to the above:
PRINT NAME: M -Q.
SIGNATURE: '-�.._. DATE: - t8
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Town of Queensbury Building&Code Enforcement. Addition/Alteration Application Revised March 2018
INSPECTION WORKSHEET (007165-2018)
Town of Queensbury - Building and Codes - Fire Marshal
742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal
Case Number:
Inspection Date:
Inspector:
Case Module:
Inspection Status:
Inspection Type:
RC-0450-2018
10/09/2018
John O'Brien
Permit
Passed
Residential Final Inspection
Job Address:Parcel Number:20 MAYFLOWER LN
Kattskill Bay, NY 12844
227.6-1-6
Contact Type Company Name Name
Granted Permission Most Building Services [Most Building Services] ,
Applicant Sheffer, Mark
Contractor Most Building Services [Most Building Services] ,
Primary Owner PFEIFFENBERGER, Kimberly
Primary Owner PFEIFFENBERGER, Martin
Checklist Item Passed Comments
General Comments YES 10/9/18 Final Inspection Approved-Ok to Issue CO!
Roof Complete / Exterior Finish Complete YES
Platform at all exterior doors YES
Handrail 4 or more risers YES
Guards at stairs,decks,patios 30" + above grade YES
Guard at stairwell at 34" or more YES
Guard at deck, porches 36" or more YES
Handrail Termination at Newell Post or Wall YES
Interior/Exterior Railings 34 to 38 YES
Wood deck: 2'+ from grade dia bracing required - H/C
ramp compliant
YES
4+ Deck Joist Ledger Connections-24" From Ends YES
Deck Ledger-Bolted per Code YES
Fin Elect; Energy Saving Light Bulbs 50 Percent YES
OK to Issue C/O YES 10/9/18 Final Inspection Approved-Ok to Issue CO!
Oct 09, 2018 Page (1)
O'Brien, John (Inspector)
f,.L - n
:r
- ,.�-�( 1"ON a00 Such.attachment stall be accomplished bY the use of
•C .�';.i ,a l5 lam§CONS ON "}` toenails o-•nai s subject to withdrawal.Where positive connec-.
qt.:f.';' lion to lire p imay'ouzld building structure canno 'bc;verified during
• ,':` go6-91; C-'�'xiorai, Clonerete slab-on-ground flows shall be ':.:...
=,z ,x; :- designed and eonseucwed i accordance with the provisions
inspection,decks shall'co self-suppor•Liug.A o.k ctecKs*jtn can-
k of this section or/CJ 332, Floors shall be a minimum 3•�/� t?levered framing n[ernbers connections to ea :terio,� walls or
r' e and constructed to
t ;`.`ii' :'• inches (g9Amm..) thick (for e.;pansive soils, see Section other'framing members shall,be designed
• = 40g,1.tr . ,the specified compressive siren th of concrete resist uplift resulting from the,full'Iive'load specified in able
i. .: _ ) '� g ' „301.5 acting on the cantilevered portion of the declt.
.E2,-.- shall.be as ets ford'in Sectgou R.•02.2.
k;. l1 192 9-�ecl=i.4edgea°Coaafller;+ie l-o handjoi t9 Deck ledger q
e:O -: 1� 06,2, Sita prepavai=leu, The area Within the ;foundation ,. ,
..,,-> • g r g connections to band.joists shall.be in accordance w;iYri t'r_sis,see=
Sit •g;-::,;; : walls shall have all.ve Gtar�on., topsoil and foreign material •io t•ables 07,2 and F.507,2.1, and Figures Rs3C7 , (1) :�
removed. a n' '
and Ic507.2.1(2).For other grades,species,cora_nect on details li
.� .;'` ] material shall be ree ofvegetationa d `'
H',:;F�-.,`.....:'r ;s��,p'!�{�4x�9�.l�'ili9 Fill m. R?a f. ?t and, loading connrtj{oTts, d.ecic ledger con7ec41ons shall be
_' t; foreign ater al The fill ' designed with- - $ i -. ..:., shall be compacted to ensure urri des' ned in accordace v!t1q sections301.
l form.support of the slab, and except where approved, the _" 9
fill depths shall, ® c e �- . 501, 9 Later sed. de� s,Pe.ck ledgers installed in aaecori,
ge,,. the h ll,not e d.2, 'inches(61Q mm)for clean dance with ect on; 509.2 shall be a.;n_inirrn><rin 2-inc 'oy l;,
? - sand or gravel,and t rrnche•,.(2Q3 rim) or earth,
itich(51 Agn by 203 ►,m)namina.,'l,pressure.,,preservatlyez 6,
506, IMF%A 4jnch-thing(1Q2 )base course cop- treated sootkern pine,incised pressure,presevative-'treated 1
r o-` , s'isting of clean graded sand, gravel, crushed stone? Rem-fir,or approved,naturally durable? o..2 grade or bet,
• -, crushed concrete or crushed blast-furnace slag passing a 2- ter lumber.reek ledgers installed in accordance with Nee: g
;., inch (51 min) sieve shall be placed on the repared sub, lion 107,2 shall not support•goncerniraed loads from
grade where the slab is below grace 'beards or gaaders.pegle ledgers§Ball not be supported on
4' = stone or masonry veneer.
1 _.:'. ' • Fg-ge lung A base course is riot 1:eguired where the .
'r K{`- concrete slab is stalled.on.well-drained or sand,gravel O6�`�9?92 l d joist i3erpiis,Band,joists attached by a led-
`r•'.<..- mixture soils elassified as Group :( accordang to the ger.in accordance With•section+t•507.2 shall be amitlinu n .
,4 `': ' United Foil Classification • ys.errs in accordance with st 2-inchnomrzral (51 rpm),solid sawn,spruce-pine err lum=
M.:'•^ Table bet:or a:intnlrnum l-inch by 9-V5-finch(25>� rp x 241 MM.) -
s:``' dimensional?you las fir,la, i• ated veneer iu 'ber.Rand
' inch; 152 MO
. ..•' o) ethylene o�a prr�vea°vapor r far ei'wil b�tlr joints lapped joists'attached by a ledger in accordance with eetiox.
pY p
not less than 0 irrcl►en (152 rnnr)shall be placed between R50:7,2 shall be fully supported'by a wall.or sill plate nelow,
;•:- the concrete floor slab and the'base course or the prepared R501,Z4 Le gel to 13gPal.Plat f0.sierae?to a to i,- tasten-
:, sag-rack whereno rase cortrse exists, exs used in decl ledger connections in accorclanca with
Table R507,2 shall be hot-dipped.galvanised or stainless t
r .e hies -dire vapor retarder is.not required for the .steel and shall be .installed in accordance with -able
.. : follgw R59-7,2.1 and Figures 13.507.2.1(1)and R507.2.1
1. Garages, tilt bu actin► dOther unheated acees=
sorb,stt uc#r r3 es,. 49 dzel, d c�nne ��o9#_he;lateral load
cor�negtion recluired;i y section 5t507.I shall be Perrnzt ed
2. For tr sealed storage rooms having air area of less to :'
be in accordance with Figure :i.5Q7.2:3(1) or
' : ' than 70 square feet(b.5 m2)arid carports, R507.2,3(2),Where the,iateral load Connection is:provided
; . . - in accordance with Figure R507.2 3(1),:hold down tension
ii:P.'• : ' 3. 7xiveways,, wails , patios and. other flatWOrk :not
devices shall be installed in not less than two locations per
likely
tob e encled an
d nd,heated at date.
. a laterdt deck:,- within 24%inclies of each end of the de s, Each 0
: 4,. Where,approve'by the building official, based on device shalt,have an.allowable StreSS design capacity of
`-' local,site.condiftiotag. of les than 1,500 pounds (6672 Where the lateral
• 1 ,o g � or"�ent a ;0piwLa Where provided in
connections are provided in.. iaccordance with ore.
r R507.2.3(2),, the hold-down, tension devices shall. be
4 is _; ' slabs-orkgrourick reir7foreemerat shall, be supported to ,
remain in.place from_the center to upper one;-third of the
installed in not less than four locations per deck,and each.
':. device shall have an allowable.stress design capacity of
' slab for:the duration of the concrete:placement not less than 750 pounds(333&N)._. _ R507.3 Plastic; ce situ deck boards., stair treads,, ;
TI A I111500 __ guards, or hap rails Plastic composite exterior deck
_s -,-..
•:, - 1 ` .EX OR DECKS boards,-stair treads, guards and handrails shall comply with.
_ 07 Beast,.Wood-framed.decks shall.be i arrozdance the requirements of ASTM D 7032 and the requirements of
With,.thiss-section or Section.i 30-L far materials and.condirtions bon.507.3.
not
_ prescribed herein..Where supported by attachment to an. R507.3.1 Labeling. Plastic composite deck boards and.
•
,-, <> ... exterior wall,:declm shall be positively anchored to the pit stair treads,.or:their packaging,:shall bear a label thatifrdi
f:.:. Mary structure-and: designed for both vertical anal lateral cairns compliance to A.h 1 7032 and includes the
loads allowable load and maximum allowable span dcicrmined. •
9.
ir
in accordance with ASTM D 7032. Plastic or. composite R5(17.3.3 Decay resistance. Plastic composite deck
- handrails and guards,or their packaging,shall bear a label boards,stair treads,guards and handrails containing wood,
that indicates compliance to.ASTM 1 7032 and includes cellulosic or other biodegradable materials shall be decay `
the maximum allowable span determined in accordance resistant in accordance with ASTM 3 7032.
with ASTM 11)7032. �tt7e344 Termite resistance.Where required by Section
507> e >l lame spread rode. Plastic composite deck 315,.plastic composite deck boards, stair treads, guards
boards, stair treads, guards, and.handrails shall exhibit a and handrails containing wood, cellulosic or ot,er biode-
if dame spread index not exceeding 200 when tested in actor- gradable materials shall be termite resistant iit accordance `
4 dance with ASTM li 84 or UL 723 with the test specimen with ASTM 7032,
remaining in place during the test. S07e3.5 installation of plastic composites. Plastic corn- •
E eepti€cn: Plastic composites determined to be non- posite deck boards,stair treads,guards and handrails shall
• combustible. be installed in accordance with this code and the manufac-
turer's instructions.
peck Ilene load a 40 pet,desk dead lead=10 pet,anew lead-<_40 pet)
•
d®ist sPAN
• OONNEc 11ON DE:AI LS 5'and less o'1"to 8' 1 8'1"to 10' 10'11 to 12' 12'111 to 14' 14't"to 16' le'1"to 18'
A
On-center spacing of fasteners
t/2 incli diameter lag screw with 14-inch
maximum sheathing"a0 23 18 15 13 71 10
t/finch diameter bolt with 1/2-inch maximum 36 36 34 29 24 2i 19, sheathing
- t/finch,diameter bolt with 1-inch maximum 1
sheathing' 36 36 29 24 21 18 15
1 For SI: 1 inch=25.4 torn,1 foot=304.8 nun,1 pound per square foot=.0.0479 kl'a,
a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist.
b. Snow load shall not be assumed to"act concurrently with liVe load.
c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. -
I d.Sheathing shall be wood structural panel or solid sawn lutnber; "
e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to t/,inch thickness of starker'washers -
shall be permitted to substitute for up to 14 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing.
i
TB R5, 7.2.1
', PPACEMEN" -OP LAG:SCFIEW i OLTh IN_DIrCi = 19ensim,6A BANi_JOISTS I
• MINIMUM END AND EOM'DISTANCES AND SPACING.BETWEEN ROWS
. TOP EDGE boT'foir t uo ENDSROW SPACIIifm .
Ledgers 2 inches 3/a.• inch 2 inchestt L5fr inches'
Band Joist' 3/4 inch. 2 inches 2 inchesb L515 inchesb ,
For Sr: 1 inch=25.4 ram.
a. Lag screws or bolts shall be staggered from the top to the bottom along the.horizontal run,of the deck ledger in accordance with.Figure 1t507.1.1.(1)..
--b:Matimum.5 inches, --- - - - — - -,-__ ___
c•. For engineered rint joists,the manufacturer's recommendations shall.govern.
d.The minimum.distance from.bottom.row of lag set-etu's or bolts.to the top edge of the ledger shall.be in accotdanoe With.Figure R507.1.l tD.
•
150 2016 0111T FI ATIONAL AMMOMAL COD[°
' FLOGES
I
t"
F
iZVg-:
=STAGGER;FASTENERS._
(r—IN2 ROWS_ _ --,
00 (O� ' 0 4 5,5"MIN.FOR 2 X 8* "DISTANCE SHALL BE PERMITTED TO
I 5"MAY.r I 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS
i, O O \ 10� / 7.5"MIN.FOR 2 X 12 ARE UREDUCEDSED ORTO BOLTTHATOF SPACINGLAGSCREWS
IS
r° .
TO ATTACH 2X8 LEDGERS TO2X8
2"MIN. BAND JOISTS.
- LEDGER / LAG SCREW OR BOLT I 3/4"MIN.
P.
P" - ForSI: t"inch=25.4mm. .
t ---- ` €'I rlil tE 6 507.2.(1) — — --
Ps.A.C� .IllifAN OF L A G SCREWS AND MOLTS e S IN LEDGERS
a`>•.
L` "
r: :
t:: -.. SHEATHING
ii.:' DOTE: •SIDING
THIS DETAIL IS APPLICABLE
WHERE FLOOR JOISTS ARE FLASHING FOR
, PARALLEL TO DECK JOISTS. ir WATER TIGHTNESS "
DECKING
. t_ .
;�Iffli:� APPROVED JOIST HANGERS
amw
2"MIN.<0 GER WITH FASTENERS
IIIII�I, IN ACCCORDANCE WITH TABLE R507.2
_•' HOLD-DOWN DEVICE-MIN-750 LB:-GAPACI I Y
'° -^ FLOOR JOISTS ATE:LOCATIONS,_EVENLY.DISTRIBUTED-=
.r
I/II _ ALONG-DECKAND_ONE,WITHIN 24"OF-EACH-
END-0F=T IE_LEDGER:-HOLD-DOWN=DEVIC`S_:_
SHALL FULLY ENGAGE DECK-J_OIS_T-PER
:. HOLD-DOWN-MANi1FAC—TURER:--`
A FULL Y-THREAI.7ED:3/a"DIAMETER LAG-__,
SCREW PREDRILLED=WLMIN:-3"-PENETRATION-T_ION--
t• TO,CENTER_OETOP_PLATE,-STUDS;-OR`HEADED_:,
.K.. . For SI:1 inch'i 25.4:mm. . •
_-_._.._;=
' FIGURE R507.2.1( )
` PLACEIIIIEN1 OF LAG SUMMANDROB'S IN BAND 40ISTB
•
1.
:I,,
-i_=
is
fa'is INTERN/MAUL.RESID M'IA :I"0I1 ° '1{ai
•
,• .:‘:: 1:11.0011$ ...
. ,
HOLD,DOWN OR SIMILAR
TENSION DEVICE
, FLOOR SHEATHING NAILING AT
6"MAXIMUM ON CENTER TO
JOIST WITH HOLD-DOWN •
_..ii0
— -1-- -T- 'IIII 1_
/ //V / — — mraarAii"""'" — --T---
0
0 • -• '4 . il
------ 4- -1- 4-( .r i:,1:,,q$
+ f -;1:.,-------,-- .: ., --...-'--- -i,,: -__„..,1*,)- ' 4- + 4-
11 ,I V 9k.j n 1 ÷ -l-
ir
, .
,
FLOOR JOIST DECK JOIST
-t N
For SI: 1 inch=25.4 mm.
B ,.-FIGLIFLE7S07:2:4-11------,
DECKATTACMIENTsFOB KATEFIAL LOADS',
L, 1
:,•' • .
.%:
SHEATHING
4i'•
NOTE. SIDING
..--: THIS DETAIL IS APPLICABLE
i ! WHERE FLOOR JOISTS ARE FLASHING FOR
! , : ' PARALLEL TO DECK JOISTS. WATER TIGHTNESS
P .
----.DECKING'
..•
.,,. • ..,:'
:::.. .7•II .t.if,pip APPROVED-JOIST HANGERS
2"MIN.—< IN,1111111115P •2x LEDGER WITH FASTENERS
N p
IN ACCORDANCE WITH TABLE R507.2
Ac ON
_ _
T : f
/ ... .1.1.-• : HOLD-DOWN-DEVICE 750 LB:CAPAC1TY--•
FLOOR JOISTS AT-4-LOCATIONS,EVENLY,DISTRIBUTED
• ALONG DECKAND=ONEWITH1N-2e0E-EACHI
1.,
END_OF THEIEDGER.HOLf2t-DOWN_DEVICES-
. P SHALL-FULLY.E-NGAGEDECK JOIST-PER
• ,.0 ROLD-,DOWN_MANUFACTURER. - -
— - • •A.FULLYTHREADED 84',-'-DIAMETM.LAG-
SCREW PREDRILLED-Wi MIN:3'PENETRATION:.
L TaCENTER OF-TOP:PLATE;STUDS-MR:HEADER_
For SE I inch=25..4 mm,1 fba=304.8 mrn.
IfOUREliagse.3(z) ----
DECKATTACMEICIRM U'..701104.;LoApe-T,
,
lip2 2015 INTMATIoNAL gliMENTIAL c.eine
t.--toone,
:..t: . • __:
1/507,,d liPeCidRg,.IVIaXi3311.1111 allowable spacing for joists sup- i91507.5.1 Lateraf. restrAtit at supperla. Joist ends and r
orting decking shall be in accordance with Table R507.4. bearing locations shall be provided with lateral restraint to li
Wood decking shall be attached to each supporting member prevent rotation. Where lateral restraint is provided by il
-I' with not less than (2) 8d threaded nails or (2) No. 8 wood joist hangers or,blocking between joists, their depth shall
- ' as shown in Figure R507.5,shall be in accordance with
screw .s
'-.r , equal not less than 60 percent of the joist depth.Where hat-
5 eckjoiste Maximum allowable spans for wood deck V.
eral restraint is provided by rim joists, they shalt be
-7;1::. .. • R507. D „F secured to the end of each joist with not less than,(3) lOd el
,1 .,- joists,
f: '.,". . (3-inch x 0.128-inch) nails or (3) No. 10 X 3-inch (76
' - Table R507.5.Deck joists shall be permitted to cantilever not
•
greater than one-fourth of the actual,adjacent joist span. wood screws. .,
nun)long 77
---TAHLE-1,1-1507.4
AVIAXIMLIM JOIST:SPAORNO7 '', •:1
MATERIAL TYPE AND NOilliONAL SIZE MAXIMUM Ohl-CENTER JOIST SPACINe
Perpendicular to joist Diagonal to foist' 0
i
st , 11/4inch-thick wood 16 inches 12 inches
c.
2-inch-thick wood 24 inches 16 inches i?
7
. ,
Plastic composite Ihi accordance with Section R5073 In,accordance with Section R507.3
For SI:1 inch.=25.4 mm,1 foot=304.8 trim,1 degree=0.01745 rad.. .0
'0.
a,Maximum angle of 45 degrees from perpendicular for wood deck boar&
:_::;E:.•' :- P,
Figgir——---
1:4W1"1.401SiliPANe FOR COMMON 1:-.UMKR-SPECIEWlit-1114) -
.4:-.. SPACING OF I'f.4Cit JOISTS WITH NO CANTILOJERb SPACING OF DECK JOISTS WITH CANTILIFVER.Sc: fj
(inches) (inches) t
12 16- 24 12 16
,
2 X 6 9-11 " 9-0 7-7 6-8 6-8 6-8 ,iff
'.•;f:':;t:i. ": '-• . r.,_ , ... .,•,
2 x 8 13-1 • 11-10 9-8 10-1 10-1 9-8 6
Southern pinr•
,..:'25,',"-•-;::1-",
[
2 x 10 16-2. 1,4-0 4 t-5 14-6 14-0 1.1-5
4
2 x 12 18-0 16-6 13-6 18-0 - 1.6-6 13-6
,..
2 x 6 9-6 8.-8- 7-2 6-3 6-3 6-3
Douglas fir-Iarcha,
2 X 8 12-6 11-1 . 9-1 9-5 9-5 9-1
hem-fie LI
spruce-pine-fird 2 x 10 - 15-8 13-7 11-1 13-7 13-7 11-1
'„,-1-2- -.,
2 x 12 18-0 15-9 12-10 18-0 15-9 12-10
---i•- Redwood 2 X 6 8-10 8-0 7-0 5-7 5-7 5-7
-:,;)-- : , ti
:-:,-.41: • 2 x 8 11-8 10-7 8-8 8-6.= 8-6 8-6 1.
western cedars, -
:., jic- ,-• ponderosa.pine, 2 X 10 14-11 13-0 10-7 12-3 12-3 10-7
: red pine 4.
2 X 12 17-5 15-1 12-4 16-5 15-1 12-4 ‘•
i
For St:1 inch=,25.4 rpm,1 foot 304.8 nun,1 pound per square foot=0,047§kPa,1 pound=0.45414.
-. -;1.",; •
• a.No.2 grade with wet service factor. ii-
r..•
;!..r
..,:i.t;I:- • b.Ground snow load,live load=40 psf,deadload=1,0 pst U,A----..:360.
c.Ground snow load,live load=40 psf,dead,load=t10 ps-.EJA=-•360 at:main.span,L/A=•180 at canulever with a 220-pound point:load applied to end.
d,Includes incising factor. „
e.Northern.species with.no incising factor !..
fl Cantilevered,spans not exceeding the nominal depth,of the joist are permitted, t;
BUILDING INAILL--,
BUILDING-WALL . •
RINI Jorar
oi orsil-lAN'o5R BEAM---,-. - .1 rs-rHANoM
T .
JOIST RANGER. - _ __-,•....
A.., V \—dorsT LEDGER BOARD \--1.101ST tEl)GE11.soARD 1.
POST
- --POST BEYOND 5
:'::ti. . •...,
: g
r.:
— OPTIObIAL.... _.., dois-rsPANT joisT:sPAtsi .i
g
..•:,!-I-. 4,9fg.:„.q:1611134SR,OPPEtiLB_E-AM: ; JCri• i tiVITgAtigE{150M ?
:-•t: r;
:q: •I1GURE F1507.t-1----:-.,_„
:I.:it T.CP/CAUMIC:401triPMS— ' •
-...P
-'4.i . a515 figERNATOONAL,R5SIDEPTIAL CODEC' 163
:4. •
At .
ti .f '
RADOM
• R507.6 Deck Dom . Maximum allowable spans fox wood u 507.7 Keck joist and: deck heats bearing. The ends of
, deck beams, as shown it Figure R507.6, shall be in actor- each joist and beam shall have not less than 134 inches (38
dance with Table R507.6.Beam plies shall be fastened with rum) of bearing on wood or metal and not_less than 3 inches
two rows of 10d(3-inch x 0.128-inch)nails minimum at 16 (76 min) on concrete or masonry for the entire width of the
inches (406 nun) on center along each edge. Beams shall be. beam. Joist framing into the side of a ledger board or beam
permitted to cantilever at each end up to one-fourth of the shall be supported by approved joist hangers. Joists bearing
actual beam span.Splices of multispan beams shall be located on a beam shall be connected to the beam to resist lateral dis-
at interior post locations. placement.
._'TAPM_R507:1
DECK_BEAiU SP ITi- 3grliSa_b=(fi__4:3T
DECK JOIST SPAN LESS ThAN OR EQUAL TO:
'8PEC ES` SIZE' (feet
6 6 10 12 14 16 18
• 2-2 x 6 6-11 5-11 5-4 4-10 4-6 4-3 4-0
2-2 X 8 8-9 7-7 6-9 6-2 5-9 5-4 5-0
2=2 X 10 10-4 9-0 8-0 7-4 6-9 6-4 6-0 -
e. -
Southern pine 2-2 x 12 12-2 -
10-7 9-5 8-7 8-0 7-6 7-0 _J ::
3-2 X 6 8-2 7-5 6-8 6-1 5-8 5-3 5-0 -
3-2 X 8 TO-10 9-6 8-6 7-.9 7-2 6-8 6-4
3 2 X 10 13-0 11-3 . 10-0 9-2 8-6 7-11 7-6
3 2 x 12 15=3 13-3 1140 10-9 10-0 9-4 8-10 -
-
3 X 6 or 2--2 x 6 5-5 4-8 4-2 - 3=10 3-6 3-1 2-9
3 X 8 or 2-2 x 8 6-10 5-11 5-4 4-10 4-6 4-1 3-8
3 X 10 or 2-2 x 10 - 8-4 7-3 6-6 5-11 5-6 5-1 4-8
s/
3 x 12 or 2-2 x 12 9-8 8-5 7-6 6-10 6-4 5-11 5-7 •--r,Douglas fir-larche, _
hem-fire, 4 x 6 6-5 5-6 4-11 4-6 4-2 .3-11 3-8
r spruce-pine-fire, 4 x-8 8-5 7-3 6-6 5-11 5-6 5-2 4-10
• redwood,
western cedars, 4 x 10 9-11 8-7 7-8 7-0 6-6 6-1 5-8
ponderosa pine, 4 x 12 11-5 9-11 8-10 8-1 7-6 7-0 6 77
red pinef
3--2 x 6 7-4 6 8 6-0 5-6 5-1 4-9 4-6
3-2 x 8 9-8 8-6 7-7 6-11 6-5 6-0 5-8
- 3-2 x 10 12-0 10-5 9-4 8=6 7-10 7-4 6-I1
3-2 x 12 13-11 12-1 10=9 , .9-10 9-1 8-6 8-1 -
;c. For SI,• f inch=25.4 mm,1.foot=304.$mm,1 pound per square foot=0.0479 I&a,I pound=0.454 kg.
a. Ground snow load,live load=40 psf,dead:load=10 psf.L/A=360 at main.span,I./A=180 at oantilever with a 220=pound point Load applied St the end..
b.Beams supporting deck joists front one side only.
D.Nn.2 grade,Wet SerVlce factor.
d_Beam depth shall be greater than at equal to depth of joist$with a flush beam.condition. `
e. Includes incising factor.
, I
t Northern species,Incising factor not included. :'
tarsrs ::
le E - - JotsT5
In W Vf I:r
`BSAM BEANk
` POST .. `..POST. ..
lOPT(ONAL ' SEAN(SPAPt QPTIoNAL. . 'OPTinNAt. BEAM S'M ofuiosAL.
-- :s.-- "` z. eil 'n.- =
!� CA5TILEVEk. CANTILEVER CmaiLai/m CAaTILE51 R.
DRPP_E OD BEAU FLUSH B Nt
I, FIGURE MOTS -
I'WjCPL 3ECKs.BEAU SPA
164 2d'3g iiklig%l\!AMU/AL RESIDEMPAL Celle
-•--',..',: ' , ,
Pack TgoPt to 4.ock'beam.,Peck beaM.s sba.11 be. F-1,507,04:1 90,211. 4061 f',E,diN.t.if;.fRogbe).Pogs sho.1.113Qm:Qa
-,
attached to deck pos.t.S in accordance with Figaxe R5073.1 foottr.lp RI accordance with '-tieetign R403. and .Eigure
1,'•::!,- • or by other ecjIdyWent gleans capable to r7esist lateral dis, :53507.8.1. Posts shall be_restrained to we-vent lateral di.s
?i, • placement. Whistfactured po5t,-to,beanr connectors shall placement at the bottom seppokit, gudi latex aj :restraint
be sized for the post and beam.sizes..61:1 bolts Shall have 4141 be'provided by marrefaciured connectors ins•tAlled in
..
washers Under tb, bead:and put. -accordance with Section R5017 and the manufacturers'
pos instructions or a mini ITI4u' rn t embedment of 12 inch es
11L'sWelitton; Where deck bears bear direetlY on foot- - - ' - -
'05 MO ill slIrro unding soils o r Qovgisete e pirs-
• jpgs hi.accordance with Section R507,8.1. (3
H,5070@ Doak pgste, Fox. siugle-levea wood-ftamed decks
, •••
k•:,-,,-., .:' with beams sized in accordance with'Table R507.6,deck post
size shall be in.accordance With Table R507,8. ..
• •
t•'.:',...' TA27.4.4.4 F2507,B
grggic P4r keirrfa
ofscg.Posi qi,g, ivimiliviarY1 ili,EM.fra
• 4 x 4 8' ,
. .
8' -
r,-•• . ., . .. .
,•:- . ' 6 k 6 . . 14'
1;:•';:•:--:- - . .
lifi:.,,.-. • For S,I..;1 foot.--:004.8 Korn,
a.Measured t9 t1e. of pligt)eagt.
..`,1.:'•' ' .
1.=:3• •.
l'i ..:,..'.. • I 2%1 MIN. I BEAM
5.-I • " .
f.:-'1,:: •,' • .
BEAM. 2,1111111 , APPROVED
„
rli*,.'1,-'•.
HI -(2)W'DIAMETER
• ' THROUGH-BOLTS
ilmummiHil WITH WASHERS
VEIL •
F.,--. . • DECK--9-O
I
,..'. :• : . PST NOTCH. ' • POST
f....:,,: - • POST
f.: . • 54"MIN:
i • • ,•,.... ,-;'3-
I. '. - •
., •
l' -; :-.1401CMOTOCiarriTE-'2.
i - -KM? AP--
. , •• .
•
For SI:..1.jaqh=2;5,4 two. • .
4LONIC:PBARCICIpAgiteQn_.7-,
i ;•
i: •..f.• _
• CONCRETE PAL DECK
f ' ----1\d-----•sTEK PosT ____N____ .
1 '
;.• ,
GRADE .4,
6."'".
6 '7 ,,,,,,..:': YAIllitt AIA ,..,.0.. „.,
Lust , „,'.-.67 '---, P 'f - ' - c''' p • 't fYPICAL- 'I( - -- '': - o'-"--c ----------, --,
<S , -, POOTING
c*
..::?' x ' ,' P• -'.• ,
I--cy .cS...,• ' tis
0...? 1 6 , " '
al e . , : 4
0
b' i 0' . ,' &-5-% e, - ,,t, 0,
,, ,, • • , -qt-,- •
, _ •.. ... . ,= = •
• • cf-MOURVigil-Af ::------:1,
1 , TyPICAL-INMPOOISIWYTOktkiiamilosy-..,
•. •
. .
. .
y' . 2.616 liviltitkAllaNAL fle:SIDEVIA1 CM? ' Mg
L..':, . . -
t
19:,. w `"n';s . ,'. M FLREARIPTtVEBEStDEiN'rtAtAY0PDPEci coggR arti E€,QIJIDE . ` .1
POST REQUIREMENTS ENTS Figure 8B..Alternate Approved Post-to-Beam_
All deck post sizes shall be 6x6(nominal)or larger,and Post Cap Attachment,
the maximum height shall be in accordance with Table 4
and measured from grade or top of foundation, ==w .......... Solid saran or
rasu[t1-p!y began
whichever is highest,to the underside of the beam. _==�
Under prescriptive limits of this document,8x8 nominal •= I r.,'I.
posts can be substituted anywhere in Table 4 but are lip
posts
limited to a maximum height of 14'-0".Posts shall be tt;.i,Fi`
centered on footings. Cut ends and notches of posts shall §> `
be field treated with an approved preservative(such as °NI
,..-Fit'
copper naphthenate) [R402.1.2].The beam shall be o ` o ill, ,t''
attached to the post by notching as shown in Figure 8Ax��'ln' - ` ''`Post- 1
or by providing an approved post cap to connect the _
beam and post as shown in Figure 8B.All 3-ply beams '
shall be connected to the post by a post cap.All through-
bolts
shall have washers under the bolt head and nut.
Attachment of the beam to the side of the post without ___- _
notching is prohibited(see Figure 9). _Figure 9. Prohibited Post-to-Beam Attachment
Condition.. --
-- ------------- - -
Provide diagonal bracing parallel to the beam at each
corner post greater than 2'-0"in height as shown in
Figure 10.Diagonal bracing is prohibited on center
posts.Bracing shall be fastened to the post at one end
and the beam at the other-with'/Z'-diameter lag screws. =
For non-ledger decks,(see Figure 21)diagonal bracing ��"'
maybe omitted at the beam andposts adjacent to the -`1'ttrmugh-bot , Note:Support of beams avf
1 lag screws,or fasteners°Kyr is prohibited.
house. /i' nails. Bearing Is required.See
Figure SA.
Figure 8A. Post-to-Beam Attachment
Requirements.
----- - l2DVdiatnater ,
statgl€� ,� 4" through=bolts
nominal or double
with washers
2"ndta'fnal beam „ti r4�
beam } E
atccattt. " Figure 10. Diagonal Bracing.
tear fully on ,
notched 6x6
06 Mkt
1.7
r 1
11114-11.
f 1 zi
2sr4,typical (1)11 "diameter
Ilag screw with
?asam - iltwe' —; F was€t ,typical
T jl¢ei Post At Splice
I
DWW,GONAL BRACING PARALLEL TO B _
Note:Diagonal Bracing ng is prohi a Stud on center posts.
American Wood Council' -
,
9 C urrVit
a r
0 n ""
PV
TS
j ay _ IJ
; i
- F ILE, EO JUL t,2 2ot&
. .
TOWN OF QU NSIJURY
TOWN OF;CUE'ENSBURY
BUILDING DEPARTMENT
' - Based on our limited Faxai Ma#ion,compliance
with our comments,sh&T! poi be construed as
indicating the plans ano sperificatians are in
full compliance with tFe Building Codes of
TA
NevYork State.
TOWN OF QUE R
Opt
BUILDING ® - �,1
Reviewed By. C=� 1 C WE
o
3
, Date: � - •� �•
: � � A')
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Ali
t• MIDDLE DEPARTMENT INSPECTION AGENCY, INC. 6a
Ga 5
o o 6 that the electrical wiring to the electrical equipment listed below has been examined and is approved as .)
0 being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date w.
T noted below and is issued subject to the following conditions.
�
M Owner:
:: Marty Pfeiffenberger
• a Date; 10/04/2018 0 )
,4: Occupant: Gar e Location
g 20 Mayflower Lane re,
,� Occupancy5ingle Family Dwg, Queensbury, Warren Co. NY
Applicant: C�,�
I
Mo
st Building Servicesm •
1•
Broadalbin, 025.i
ocrz ;711-.1'
J 620i82 Joseph A.Holmes •Eyh) No- TOWN OF QUEENSSURY
w. 140877iQ60Q7EL BUILDING 8r CODES
Equipment:
100-Amp. Sub Panel; 2-Switches;4"- Receptacles; 3'- Fixtures
-a •
.'
i
•
rI
This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,ocoUpanry and 7
,4 above and the installation inspected as of the above noted date based on a visual ownership as indicated herein, Upon a change In the use,occupancy or ownership ��h
.." inspection. No warranty is expressed or implied as to the mechanical safety, effi- of the property indicated above,this certificate shall be immediately null and void.
ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, .4
. be valid for a period of one year from the above noted date. Should the etectrir•.al this certificate may be revalidated upon reinepection by Middle Department ;'T
1 system to which this certificate applies be altered in any way,including but not limit- Inspection Agency, Inc. An application for inspection must be submitted to Middle ,,
g ed to,the introduction of aOdltional electric,.al equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation );
..) any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. /(}.
r�".eC .5'1>v'bn ��•-'7,•f�•^-♦-:Nrr':?'ti' :.'�•l.a"..%..Nr'\!.'::J:\.W.�..i .... :s\ '♦i:;>E-Ur. ♦ > ♦>.1 n"�'.ia`S •17 i3 5917:%"s�•ri.
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