98-171 CERTIFICATE OF COMPLIANCE
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
Date July 1 19 98
98171
This is to certify that work requested to be done as shown by Permit No.
has been completed.
• This structure may be used as a 400 SQ FT DECK
Location GUNN LANE
Owner RUECKER, HARRY
By Order of Town Board
TAX MAP NO. 12 . -3-18 . 4 TOWN OF QUEENSBURY
� 1
Director of Building & Code Enforcement
BUILDING PERMIT
VALUE $ 0 TOWN OF QUEENSBURY No. 98171
TAX MAP NO. 12 .-3-18.4 WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to RUECKER, HARRY
OWNER of property located at GUNN LANE Street.Road or Ave.
in the Town of Oueensbury,To Construct or place a 400 SO FT DECK
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 Oueensbury Building and Zoning Ordinance.
1. OWNERS Address is
9 quarry drive
albany ny 12205
2. CONTRACTOR or BUILDERS Name
KILMARTIN, JEFF
3. CONTRACTOR or BUILDERS Address
4. ARCHITECTS Name
5. ARCHITECTS Address
6. TYPE of Construction—(Please indicate by X) DECK
( !Wood Frame ( )Masonry ( )Steel ( )
7. PLANS and Specifications
40C0SQ FT DECK AS PER PLOT PLAN SPECIFICATIONS
8. Proposed Use
400 SQ FT DECK
32 May 4 2000
$ PERMIT FEE PAID —THIS PERMIT EXPIRES 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 Oueensbury before the expiration date.)
4 May 19
Dated at the Town of Queensbury this Day of 19
SIGNED BY , A for the Town of Oueensbury
Building and Zoning I
1/
Building Permit Application
Town of Queensbury - Dept. of Connnunity Development, 742 Bay Road, Queensbury, NY 12804 [761-8256]
.o BUILDING & CODE ENFORCEMENT
NOTICE Requirements prior to issuance
1 of this permit: PERMIT FILE NO.
A permit must be obtained before —
beginning construction. No inspections will be made until applicant has received n Zoning Board Action PERMIT FEE PAID$ 3 ( ,aeil.a VALID BUILDING PERMIT. All Area /Use RECREATION FEE AID$
applicants' spaces on this application
MUST be completed and.the signature n Planning Board Action REVIEWED BY.
of the applicant must appear on the
SPR / Subdivision /Other uitding lnspeceor a wink)...pplication form. ,nc ,, J
l Recreation Fee Payment /
Applicant: // 047, 7 (-Re- t Owner: �,�'��r' S-- elGC_�
Address: gc'h'i> �rfrr�= C!- vi*c�Address: �c'i y / .( /1 1✓'r
/
Phone # ( ...,_..) ..____ - ...,.._.._.. Phonv # (.57ce ) f•efr • ,,�7S
i.
Property Location: a"0*--7 4 dZ 7),Ic� - ' (56— f 3 5—
Tax Map Number � / .3ilece
Subdivision Name: Section Block Tnt
NATURE OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE
New Building: CONSTRUCTION: $
residence / commercial
Addition to Building: ,
residence / commercial OCCUPANCY INFORMATION:
Alteration to Building: Primary Building -
residence / commercial Single Fa sing
Residence / Commercial Two Family loikell' .A
no change to exterior size Family Dw'e `li g,,k
Office ,�QQ b 2a'
`Other Work (describe below) Merca le j ..,t Z . ,, '/oc st; ` Manuf ing �Othe
GROSS AREA OF PROPOSED STRUCTURE: "-a R •-
If ADDITION, what wile use
1st Floor sq. ft. of new addition be? :
2nd .Floor sq. ft. ri -D c.:04ln/ric
Other Floors sq. ft.
(not unfinished cellar or basement) ACCESSORY BUILDINGS:
Detached Garage 1, 2 car
TOTAL FLOOR AREA: t SQ. FT. Attached Garage 1, 2 car
Private Storage Building
SIZE OF NEW STRUCTURE: Commercial Storage Building
Other
FEET X FEET
Foundation Type: Will any second-hand or ungraded
Number of Stories : lumber be used? If so, for what?
(habitable space only)
Height (grade to ridge) : feet TYPE OF HEATING SYSTEM:
Number of fireplaces and/or woodstove (circle all which appli s)
to be installed: Electric / Oil / Gas //Wood
Forced Hot Air / Baseboard / Other
Person responsible for supervision of work as regards to building '
codes is:
N e ddresss Phone
Builder: \Q >v0 � f O,/ p)c Vgj/,2 & 75/7g(C6
Plumber:
. Mason:
Electrician:
DECLARATION: Please sign below after you have carefully read the statement.
To the best of my knowledge 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 noted, and
that such work is authorized by the owner. Further, it is understood that Uwe shall submit prior to a
Certificate of Occupancy.or Certificate of Compliance being issued, an AS BUILT PLOT PLAN by
a licensed surveyor; drawn to scale, showing actual location of project on premises.
Signature:
(owner, owner's agent, architect, contractor)
�� TOWN OF QUEENSBURY
w'1��I1 BUILDING & CODE ENFORCEMENT
742 BAY ROAD
QUEENSBURY NY 12804
( (518) 761-8256
ARRIVE: DEPART: rig) INSP:
FINAL INSPECTION REPORT - RESIDENTIAL
DATE INSPE TI( N REQUEST RECEIVED:
NAME g6i
LOCATION G Cam'/ JA' �U r
DATE / /�� PERMIT N �(1 .-/7(
TYPE OF STRUCTURE AC-t
FOOTINGS FOUNDATION BACKFILL ' ING _
ROUGH PLUMBING SEPTIC INSULATIO
FINAL ELECTRICAL WOODSTOVE OR FIREP ACE _
Ni. YES NO
CHIMNEY HEIGHT/B VENT/HEIGHT
PLUMBING VENT
JOOFING
EXTERIOR FINISH \
DECK/PORCH/STEPS/RAILINGS
LIEF VALVES
FURNACE/HOT WATER OPERATING
INTERIOR TRIM/PRIVACY DOORS
FINISH FLOORS:
BATH/KITCHEN WATERTIGHT ,
OTHER FLOORS SWEEPABLE
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILINGS
r
SMOKE DETECTORS
DATHROOM FANS
/
PLUMBING FIXTURES
/
FOUNDATION INSULATION
GARAGE FIRE PROOFING l
; ---1 y
DOOR CLOSERS
FINAL ELECTRICAL
Cam.
SITE PLAN/VARIANCE REO. -7 96 ,
FINAL SURVEY PLOT P
OK TO ISSUE C/O O'
- 7
TOWN OF QUEENSBURY
1,� t�. BUILDING & CODE ENFORCEMENT
� � 742 BAY ROAD
�"'� QUEENSBURY NY 12804
(1 (518) 761-8256
ARRIVE: DEPART: INSP:
FINAL INSPECTION REPORT - RESIDENTIALI
DATE INSPECTION REQUEST RECEIVED: c
NAME \\C\N"-x" V
LOCATION �3L�(1
DATE PERMIT #D6
TYPE OF STRUCTURE C
FOOTINGS FOUNDATION BACKFILL FRAMING
ROUGH PLUMBING SEPTIC INSULATION
FINAL ELECTRICAL WOODSTOVE OR FIREPLACE
N/A YES NO
CHIMNEY HEIGHT/B VENT/HEIGHT
PLUMBING VENT
ROOFING
EXTERIOR FINIAH
PECK/PORCH/STEPS/RAILI.
RELIEF VALVES
FURNACE/HOT WATE' OPERATING
INTERIOR TRIM! IVACY DOORS
FINISH FLOOR':
BATH/KIT• EN WATER 'gIGH
OTHER F •ORS SWEEPAB
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILINGS
SMOKE DETECTORS
BATHROOM FANS
PLUMBING FIXTURES
FOUNDATION INSULATION
GARAGE FIRE PROOFING
DOOR CLOSERS
FINAL TRICAL �[�
SITE PLAN/VARIANCE REO. ( '
FINAL SURVEY PLOT PLAN
OK TO ISSUE C/O OR C/C
/111106. TOWN OF QUEENSBURY
- 1 *_• BUILDING & CODE ENFORCEMENT
742 BAY ROAD
QUEENSBURY NY 12804
( (518) 761-8256
ARRIVE: r� ` DEPART: (C '%
1 ' INSP: \-)PL
FINAL INSPECTION REPORT - RESIDENTIAL
DATE INSPECT ON REQUEST RECEIVED:
NAME \t(e.:'GV.,C 9
LOCATION / (D U N A) �
DATE 'j/p 01�1 7� PERMIT J,*
TYPE OF STRUCTURE 0c�u,‹ /7/
FOOTINGS FOUNDATION BACKFILL FRAMING _
ROUGH PLUMBING SEPTIC INSULATION
FINAL ELECTRICAL WOODSTOVE OR FIREPLACE
N/A YES NO
CHIMNEY HEIGHT/13 VENT/H GHT
PLUMBING VENT'
ROOFING
EXTERIOR FINISH
PECK/PORCH/STEPS/RAI - . Y
RELIEF VALVES
FURNACE/HOT WATER ••ERATING l
INTERIOR TRIM/PRIV.CY DOORS
k'INISH FLOORS:
BATH/KITCHEN WATERTIGHT
OTHER FLOORS SWEEPABLE
OTHER FLOORS CARPETED
STAIR CLEARANCE/RAILINGS
$OKE DETECTORS
BATHROOM FANS F
PLUMBING FIXTURES
FOUNDATION INSULATION
GARAGE FIRE PROOFING
POOR CLOSERS
FINAL ELECTRICAL
SITE PLAN/VARIANCE REQ.
FINAL SURVEY PLOT PLAN
(!OK TO ISSUE C/O OR
li
Deck \ ,GKT- 00cr2 16
GENERAL INSPECTION REPORT
Town of Queensbury
Dept. of Community Development Date inspection request received:
Building& Code Enforcement
742 Bay Road /
Queensbury,NY 12804 Arrive I/ 2 am/pm Departf- am/pm
R1)&q.<6e
Inspector's Initials
NAME: PERMIT# ' d 1 ,
LOCATION: d9u&AJ 64) . DATE : J`%�
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this pu .6a, site
Foundation/Wallpo
Reinforcement in Pl.«go
Foundation/Damppr.•fi
Backfill Approval
Plumbing Under Sla.
Plumbing Vent/Ven in Place
Rough Plumbing
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-
Pyaper Vent, Attic Vent
tframing
Jack Studs/Headers
Bracing/Bridging t/
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1, 2, 3, hour
Penetration Sealed
Fire Wall 2, 3, 4 hour
Firestopping
41K
_ GENERAL INSPECTION REPORT
Town of Queensbury
Dept. of Community Development Date inspection request received:
Building& Code Enforcement
742 Bay Road = ---
Queensbury,NY 12804 Arrive' t_am/pm Depart --/5 am/pm
Inspector's Initials \/
NAME: Rve PERMIT# 11 I
LOCATION: i#t//\Lif/ r DATE : I—
TYPE OF STRUCTURE: i i0 K
RECHECK 1
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site
Foundation/Wallpour
Reinforcement in Place
Foundation/Dampproofing
Backfill Approval
Plumbing Under Slab `
Plumbing Vent/Vents i Place
Rough Plumbing 4
Heating Rough-In }
Insulation 1
Foundation Wall Interiok R-
Foundation Wall Exterioi; R-
Floors R
Walls R-
Ceiling R-
Duct work or pi ing in
unheated es R-
oper Vent, Attic Vent
raming 4%-c /64 /
Jack Studs/Headers 1
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1, 2, 3. hour
Penetration Sealed
Fire Wall 2, 3, 4 hour
Firestopping
GENERAL INSPECTION REPORT
Town of Queensbury
Dept. of Community Development Date inspection request received:
Building& Code Enforcement
742 Bay Road
Queensbury,NY 12804 Arrive VIPam/pm Depart I m/pm
Inspector's Initials
NAME: PERMIT# 1
LOCATION: ( ,j_t DATE :
TYPE OF STRUCTURE: ` � �
RECHECK
N/A YE N COMMENTS
ootings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this pu se on site
Foundation/Wallpour
Reinforcement in PI
Foundation/Dampp fing
Back ill Approv
Plumbing Un r Slab
Plumbin ent/Vents in Place
Ro lumbing
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-
Proper Vent, Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1, 2, 3. hour
Penetration Sealed
Fire Wall 2, 3, 4 hour
Firestopping
GENERAL INSPECTION REPORT
Town of Queensbury
Dept. of Community Development Date inspection request received:
Building& Code Enforcement
742 Bay Road � 4'Queensbury,NY 12804 Arrive D-�am/pm Depart-Inspector's Initials-
4m/ni m
, ..7NAMEPk6C1,4,CK PERMIT# P�A) /J C� ((-7c j --/ ii
LOCATION: F v,J1J L(\) DATE : C
TYPE OF STRUCTURE: /� C l<
RECHECK
N/A YES NO COMMENTS
Footings/Piers J
Monolithic Pour Form
Reinforcement in Place 1
The contractor is responsible for / 4 6 cv N 1 frc-f o u rQ Opp!C
providing protection from freezing r
for 48 hours following the placement we,�¢rE'(/�, 5 C f� 6 (M l / E
of the concrete. /0C 6-D L_ovsr 'IA) �Qd�5-
Materials for this purpose on site
Foundation/Walipour ""
Reinforcement in Place `
Foundation/Dampproofing s.
Backfill Approval
e
Plumbing Under Slab ,\
Plumbing Vent/Vents in Place
Rough Plumbing \ '
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-
Proper Vent, Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Bather
Fire Separation 1„2, 3. hour
Penetration Sealitd
Fire Wall 2, 3, 4 hour
Firestopping
,1 D•' /----- ' 1 .24d/SJ'0.4'J '
d 13 3O A�'Z� [a �7` l� E
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o �I�.•
Pri:IIN 8
Stepped platforms with an Angle
APR 21 1998
-. , ,.._ k lii , pip.0..
I ' __di.=
if I 1 ii` , ik 1 ,, -1%•,.--,,,,
�� �' , i �, I tl0' 4'��ri - _ , ` �
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to 44 1 ! hiti l I T— �� - � ` �
per.
For a home with a sloping yard or decks, but their use should be gov one of the beams to help support
with a first floor that is too high for a erned by a few basic principles. First, both main platforms. Neither of the
single, low platform, the answer is a they should have a purpose. Second, main platforms is actually attached to
multilevel deck that hugs the ground angles should be aligned with promi the house, so the plan could easily be
but allows a smooth transition be nent architectural or visual axes. Fi used for a freestanding deck by elimi
tween the house and yard. nally, all the angles should be in the nating the steps to the house.
This design features three plat same family, in this case, 130, 40, The deck is intended for a gently
forms that create a cascade effect and 90 degrees. sloping site or for a level site where
from the house to a yard that slopes the floor of the house is approxi
away from it. Because the height of mately 36 to 42 inches above grade.
this deck averages 20 to 30 inches For steeper slopes, you could shorten
above grade, it does not require Construction Techniques all the deck dimensions or increase
railings, but it does used benches to The deck in this plan has two main the number of connecting steps to
provide closure and tot. efine spaces. platforms separated by one step and keep the deck within 30 inches of
One obvious distincon of this a •pair of long platform steps to the grade on the downhill side. It is also
deck design is its angled lower plat house.The number of footings is kept possible to increase or decrease the
form. Angles can be an interesting to.a minimum by using a beam and number of steps to the house without
and dramatic design feature for joist system throughout and by using altering the basic structure.
46
,A
/ 7/
(?c6e... ri x 20/ i�-SSi_R- TEAT-- -EEC
IIfFNSIIXY, NY 12814
—2' x 0' J1ISIS 16' D.C.
SPECIFICATIONS SLIDING GI-ASS ODORS 2' x D' LEDGER
1. ALL LD[ID ID DE PRESSURE TREATED. ioiSE - L _1
?. ALL FASTENERS ID BE GALVANIlEO UR iltJl I'LAiEU FOR EXTERIOR USE. 5/4' x 6' PREMIUM
3. FOOTINGS TO DE 8' 01A. CONCRETE PILLARS 48' BELOW GRADE a 6' D.C. DECKING
1
67 1/2 60
4, LEDGER TO BE 2' x 0' ANO LAG SCREWED TO UOUSE'TEADER.
it...
2-2 96
OE
5
. GIRDER BEAM ID PLICEO AI SEAMS, AN8 ATTACIED TO FOOTINGS. 120
G. VOISIN III It2' x8' e16' IL11, —�
-_`
7. INKING ID PIMP
DE PI IM 5/4' x 6' RADIUS EDI1ED.
I
arm
-- 2-- - ) - -- — fi -
y� --- -. ___yam. -- --- --- �--- ---, - }i_-
0. RAILINGS ID(HMI If 4' x 4' POSIS, 2' x 4' STRINGERS, 2' x 6' III(AP,
AND 2' x 2' LIILINIAL SPINDLES a 6' U.C.
9. STAIRS 10 HAVE 2' x 12' TREADS, 2' x D' STRINGERS, 40' VIDE, VIIII MAX. 7.5' RISE. _ T - — -� - '
�1- ---59 I/2 , I' 59 I/2---�—59 1/2 -I- 59 1/2- GIRDER DE
AM
12 72 72 72
2' x 2' [rfIINIAE SPINDLES 6' D.C.
-.— -- ----- ?' x 6' TIT'UP
f . 4' x 4' RAIL POSTS
-
/, 36 / [ 1 [
,; ------------.: - . ---1
�r yy7 .li'—ten ____„„ =.,._ '„ '—_, __„_. ., _�,. _,r'=—'n —1
/—I'USI ANLIILA t _II II ,�_II II II II ._ O 1L_l�-U__jL_J1_LL __, 1
-^ - 6EWE
-1- - —' r-=� —:� Pr__ r , \
I
-
D' DIA FIIIIIUi -- )
TOWN OF QUEENSBURY BUILDING DEPARTME ,'' � PIl l AR 4D ��
Based on our limited examination. f -
compliance with our comments shall \' i 1
not be construed as indicating the aiii....)*/ ull:/! r - c_ ,
plans and specifications are in full
FILE c Ty
compliance with the code. •:`"
Plan View
-At- P.
--.- 9'6" 11' N•3 4'
i .
f• -
. ,
\ ,
'-
, >
,
9'3"
, :5
,
, 20'
7
,./
•
••••., , - \
, .
. , v...,
,_ •-•.
, - -
I LI\ ' I ` • III II -
,-
\\
..„...
\ /.'.Q..\ •
\ 1
\ --, ?. ....7
...,---\---.5 7'4"
• . .*- .
zi
€ ‘,Z
‘...33
\-3
fig
t".
,-.6 -- R - -
tw
47
PLAN 8 .;.
Access Stairs Then toenail the uprights to the deck- the corners, using the angle-cutting
Build stairs to the garden after the ing. Predrill the uprights for each nail techniques described above for fas-
in order to prevent splitting, and set cia boards. If you want to add fascia
deck is finished. For one or two steps,
the nails carefully for a neater ap- boards to the benches, you can use a
build simple platforms as described
pearance. To make sure the upright is 2 by 4,as shown,or nailed so its top is
on page 86. For a longer staircase,
use techniques described in the aligned properly, hold a carpenter's flush with the bench surface. You can
Ortho book Basic Carpentry Tech square against it and the back edge also use a 1 by 4 nailed below the
piques. It is important that all the of the deck before you nail it. Jerking- Yo„ must choose the style
After the uprights are in place, nail you prefer before you nail down the
risers be the same height, preferably
the 7'/2 inches used throughout the the 2 by 4s and 2 by 2s to the cleats. bench decking, since the 1 by 4 style
Use nails to space the gaps evenly, requires the decking to overhang the
deck. The actual number of steps as pace
precise dimensions for each step will and blind nail the 2 by 2s. Make all cleats by 1'/2 inches and the 2 by 4
depend on site conditions. joints over cleats. Miter the joints at style requires it to be flush.
Benches Framing Detail a' ' 4x8 beam
Many bench styles would look quite 2x8 rim joist
handsome on this deck because the �� �'
benches follow the dramatic angles of ...0.00• '
the deck itself, and even "skate" over -_
Mari
one of the steps. The design sug- r
gested with this plan was chosen be- . ,2 \ -
cause it can be built after the deck is '/! 21" `+ .'�t '
finished and because its simple 2 by ,,� iiiik, _, �{
12 legs are easy to attach to the ;
decking and present a very thin pro- k . ,% 2x8 joist
file when viewed straight ahead. See .
n, n2 E 5 � �
pages 84-85 for other bench ideas. _- � �-
4x8 post
Unlike smaller benches, which can -e-- 9
be prefabricated and then installed, N-'1 , .' "+
this bench is too large to build sepa- v�. 4 1, , "�
rately. It must be built from the ,- �-`-
ground up. Start by attaching the 2 t -- "
b 4 cleats to all the uprights,
ycmaking � ;. ,-- Pier
sure all dimensions are accurate. ,4' ,
is
Section
e
1
Bench 2x8 joist
me � . i
iii c
4x8 beam " �s� ;.; k
j M - , ., _ °.1;. 4x8 beam 4x8 beam J
4x4 posts 2x6 joist 2x8 joist ma,r
2x8 ledger
a._.... ._,.
1
Joists of lower deck are shifted •
130° from the upper joists
50
i
Footing and Framing Plan
10' 2x8 ledger bolted
to house
4x8 beams . t
ice! ;, t .
Z.-S 2x8 joists
Slope 1 @ 24"o.c. 1.. 1 2x8 rim
i ■. loist
it
2x8 rim joist 1 —2x8 blockin : 1
Rt. or redwood blocks I { lei
Footing for 2x12 stair A 130° ) p►2x8 joists
stringers , of 9'e"x 10" bolts
1,.." ....ij- -1
‘,""57ii. .\ 111
-. Ill i
Joist
,,,,,i- 0.�! moo' ' �' i�:, . ► hangers..--? lipL,,
N4
'ter° ►
jAryl
�V 2x8 joists@
2x6 joists 4x8 24"o.c.
@ 24"o.c. — beams
Additional steps
ry,
4x8 can be set
beam ; on top
130� � ;�i
. '. ,./N
2x6 rim joist \,/
25'6" 5
16
XV
8' '. 12'9" . \ . .
\v . 40°
g °\ `0
6
Dimensions for laying
out a 130° angle 7 12' —�
49
i
Stair and Bench Details 13Y2"
5Yz"
2x6 joist 2x6 decking
NNN.,,, ,i
5Yz" I 15"
y
S° l
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Alternate framing detail when
ram`°" I...hr. platforms are separated by mare
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4x8'beam Z `" 5Y2"
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1 2x6 joists 4x4
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