HomeMy WebLinkAbout51033-Z LAND N/f OF PROPERTY LOCATION:
REFERENCE STANDARDS BETHY DICKER50N
0 580 JACOBS LANE
ALL INFORMATION AND SPECIFICATIONS SHOWN WHITIN THESE DOCUMENTS REFLECTS NORMAL (TOWN Of 5OUTHOLD �
BUILDING PRACTICES AND REFERENCES THE FOLLOWING PUBLICATIONS
DEVELOPMENT � SOUTHOLD, NY 11971
• TATE 2020 5 1022 '00" E
BUILDING CODE OF NEW YORK 5 � I
•RESIDENTIAL CODE OF NEW YORK STATE 2020
LEGEND:
•FIRE CODE OF NEW YORK STATE 2020
•AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME CONSTRUCTION
MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 WFCM PIPE PIPE
I
•ENERGY CONSERVATION CONSTRUCTION CODE 2020 O cc _ EXISTING WALL TO REMAIN
(� 0
ENERGY CONSERVATION CONSTRUCTION CODE 0 _ CESS PIT - 0 2
• i - -
THE FOLLOWING SHOWS COMPLIANCE WITH ECCCNYS REQUIREMENTS ON A 0 _ I
COMPONENT PERFORMANCE APPROACH(AS PER ECCCNYS SECT.402.1 $SECT. 502.1 - _ - - - _ _ + EXISTING WALL TO BE REMOVED
EACH OF THE FOLLOWING CONSTRUCTION METHODS ARE ACCEPTABLE AS PER
THESE REQUIREMENTS AND ALL OF THE BUILDING COMPONENTS PRESCRIBED PROPOSED s 3
ON THE PLANS COINCIDE WITH EACH OF THESE METHODS. SHED ROOF '
20• NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD
CV. _
- _ STUDS @ I G"O.C., 1/2"GYP. BD., 3 112
'L - - - - - - - - 7%MM*
FIBER GLASS INSULATION WITH VAPOR
A REVIEW NOT PRO '6WROOM BARRIER(R-13) BETWEEN WOOD STUDS
BUILDING PL N REV W 0 W 112" EXTERIOR PLYWOOD 5HEATING, BUILDING
A TOWN OF SOUTHOLD = 72. I I _ --------'- "_-- 2
PAPER AND CEDAR SHINGLE FINISHED.
z O I G7 <F. SP 4
BUILDING PLANS EXAMINER HAS RE�JIEWED NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL
THIS DOCUMENT FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL I -_____________----- C� qj� ( PARTITION CONSISTING OF 2 X 4 WOOD
__--- AD WI R5 I I I�' ✓TY " STUDS WITH TOP AND BOTTOM WOOD
REQUIREMENTS OF THE TOWN OF -SOUTHOLD A5 _ _ OvERhE '�
' •� Q RUNNERS AND ONE LAYER OF 5/8"THICK
SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF ____---- � o z \ F 'M . �lv� GYPSUM BOARD ON EACH SIDE.
BSA CAL#301-GO-5M
NEW YORK. THIS REVIEW DOE5 NOT GUARANTEE COMPLIANCE WITH _ _
DE HE o > z V DWELLING ,- ,i ce CM HARDWIRED SMOKE DETECTOR AND CARBON
THAT CODE. THAT F,ESPONSIBILITY IS GUARANTEEDUN R T o 0 0 5 O Sp O MONOXIDE DETECTING DEVICE.
SEAL AND SIGNATURE OF THE STATE OF NEW YOKK LICEN5ED #5DO
PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE IS ® 75 CFM MH EXHAUST FAN
INTERPRETED AS AN ATEE5TATION THAT TO THE BE5T OF THE (WHERE IS REQUIRED)
LICENSE'S BELIEF AND INFORMATION THE WORK IN THE Z I 311711 _
DOCUMENT:
.:.::::..:.:.::.:.:..::.
11 EXISTING DOOR
43- 0
- 15 ACCURATE,
U--1 RAIL FENCE 0
- CONFORMS WITH GOVERNING CODES APPLICABLE AT THE Z 1 &3' � NEW DOOR
TIME OF SUBMISSION, Q
- CONFORMS WITH REASONABLE STANDARDS OF PRACTICE —1 o REVISION
AND WITH VIEW TO THE SAFEGUARDING OF THE HEALTH, I I . 2
PROPERTY WELFARE, (� - _ 7" ,
20.3 ,q'7-\\x
n� ASPHALT DRIVEWAY �► z -: FR
15 THE KE5PON51BILITY OF THE LICENSEE. i_1._J 0 0
— GARAG
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0 — NO CHAN GREEN DESIGN
SITE I N FORMATION U 310� W FAIL FENCE ARCHITECT BRIAN O'CONNOR
130 N. WINDHORST AVENUE
ZONING : BETHPAGE, NY, 11714
RESIDENTIAL 13UIILDING 6PIPE 1022 '00" LAND N/F OF (516) 476-8168
N WIBRK. MON.
ADDRESS: 580 JIACOBS LANE, SOUTHOLD, NY 1 1971 BETHY DICKER50N I .�1 Crowen W ggaol.com
TAX MAP : 1000-088-00-01 -00-009-000 C) (TOWN OF 50UTHOLD HOPE DRAFTING &
" LOT AREA: 9,844 S.F. CD
EXPEDITING SVC LLC.
DEVELOPMENT RIGHTS) BEATRIZ E FIRP
NOTE :
125 CORTLAND STREET
PLANS FILED FOR: COPIAGUE, NY, 11726
PARTIAL ROOF REDESIGN, SUNROOM EXTENSION L-n (631 )575-6254
NO CHANGE IN USE, OCCUPANCY OR EXITS.
(917)251 -7614
SCOPE OF WORK: hopedraftingsvc@gmail.com
PLANS FILED FOF; EXTERIOR ALTERATIONS OF AN EXISTING BUILDING MAIN BAYVIEW ROAD DRAWING NAME:
-1-S-T-k--QQR-. -54WQQ 5.f n&I- incluo�eal
2ND FLOOR: SHED ROOF ABOVE BEDROOMS 2 AND 3 GENERAL NOTES
_ SITE I N FORMATION
PREMISES: 550 JAC055 LANE, SOUTHOLD, NY, 11971 CLA55: ONE FAMILY YEAR ROUND RESIDENCE
D KAWI N G LIST TAX MAP : 1000-085-00-0 1-00-009-000 TIDAL WET LANDS: NO
LOT AREA: 9,544 S.F. SECONDARY ZONE: NO STAMP A. /E. : DATE:
USE : MEDIUM DENSITY RESIDENTIAL- I FAMILY FRE5H WATER WETLANDS: NO ZONE : A-C 2 COASTAL EROSION HAZ.: NO / /2
TOWN OF 50UTHOLD �c�R�DA&C,
ZO- 100.00 COVER SHEET, PLOT PLAN, SITE INFORMATION, AC : AGRICULTURAL CONSERVATION (2 ACRE) ACREAGE : 0.24 ��\�rrP�.1 o'co"�o���'.�
N- 100.00 GENERAL NOTES GEOGRAPHIC TABLE DE51GN REQUIREMENTS FOR COMMERCIAL AND RESIDENTIAL PERMITS
ALLOWED EXISTING PROP05ED
A- 100.00 EXISTING CELLAR AND FIRST FLOOR 2020 NY5 U N{FORM CODE LOT AREA 80,000 5.F. 9,544 5.F. NO CHANGE N'-� 0
F �
A- 101 .00 EXISTING 2ND FLOOR AND ROOF LOT WIDTH 175 71 NO CHANGE
TABLE R301 .2(I) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
A- 102.00 EXISTING ELEVATIONS GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD AIR MEAN LOT DEPTH 250 139 NO CHANGE DRAWING No:
SNOW DESIGN DESIGN BARRIEP, I ST FL. LIVING AREA 638 S.F. NO CHANGE
A- 103.00 PROPOSED CELLAR AND FIRST FLOOR SPEED TOPOGRAPHIC 5PECIALWIND WIND—BORN DEBRIS WEATHERING FRO5T LINE TERMITE HAZARDS FREEZING ANNUAL
LOAD (MPH) EFFECTS REGION ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP 2ND FL. LIVING AREA 49G S.F. NO CHANGE 0
_
A- 104.00 PROPOSED 2ND FLOOR AND ROOF
20 130 NO NO I MILE FROM COAST AND B SEVERE BOF 3 MOD TO SEE YES CALL THE PLANS 599 5 IMF CELLAR ACC. U5E ONLY 14G S.F. NO CHANGE
A- 105.00 PROPOSED ELEVATIONS VULT FIRE ISLAND FT BFG HEAVY BELOW EXAMINERS OFFICE • OPEN FRONT PORCH 13G S.F. NO CHANGE DATE: PAGE No:
A- I O6.0 0 13UILDING CROSS SECTION AND DETAILS • 5UNROOM 193 S.F. 3GO S.F. 06/ 15/2024 1 OF 10
NO CHANGEF.
MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS * GARAGE 204 S. DOB STAMP:
A- 107.00 DETAILS * LOT COVERAGE I ,9G9 I , 171 S.F. 1 ,335 S.F.
ELEVATION LAST WINTER SUMMER ALTITUDE INDOOR )ESIGN HEATING TEMPERATURE
HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE BUILDING HEIGHT 35/25 1 G'10" +- NO CHANGE
FACTOR TEMP COOLING # OF STORIES 2 112 1 1/2 NO CHANGE
108 FT 41° N 15° F 8G° F 1 .00 700 F 750 F 550 F FRONT YARD GO 72. 1' NO CHANGE
COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 51DE YARD 20 13.8' NO CHANGE
DIFFERENCE HEATING COOLING 51DE YARD AGGREGATE 45 32' NO CHANGE DOB APPLICATION #:
110 FT 15 MPH 7.5 MPH 720 F MEDIUM (M) 40 % j 32 GR @50 % RH BACK YARD 75 35.0' 31 .7"
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PROPERTY LOCATION:
580 JACOBS LANE
SOUTHOLD, NY 11971
LEGEND:
P
GENERAL NOTES NAILING SCHEDULE TABLE 3.1 , WFCM 2022 CONCRETE & FOUNDATION
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING i:� EXISTING WALL TO REMAIN
1 . Architect/Engineer are not responsible for job supervision 1 . All footings shall bear on virgin soil having bearing capacity of 2,000 lbs. per square 2
ROOF FRAMING foot. All exterior footings shall be a minimum of 3'-0" below grade unless noted otherwise in - - - - - - -
2. Contractor to verify adequacy of existing bearing walls and headers to bear new second story EXISTING WALL TO BE REMOVED
plans. Piles may be required depending upon local conditions. At the discretion of the engineer � - - - - - - -
- Rafter to top plate (toe - nailed) (see table 3.4a) per rafter g
construction. a separate foundation plan by a licensed soils engineer may be required. A soil boring stating 3
- Ceiling joist to top plate (toe- nailed) (see table 3.4a) per joist bear capacity is required to confirm these and water table conditions. X NEW EXTERIOR WALL CON515TING 2 x 4 WOOD
3. Contractor to confirm that all asbestos insulation has been removed from the premises by a licensed - Ceiling joist to parallel rafter (face-nailed) (see table 3.9a) each lap
-0291* STUDS @ 16"O.C., I/2"GYP. BD,, 3 I/2
asbestos removal company before construction begins. 2. All existing fill, roots, and other unsuitable bearing material shall be removed and footings FIBER GLA55 INSULATION WITH VAPOR
- Ceiling joist laps over partitions (face-nailed) (see table 3.9a) each lap BARRIER(R-13)BETWEEN WOOD STUDS
4. These drawings have been prepared by or under the direction of the undersigned and to the best of - Collar tie to rafter (face-nailed) (see table 3.6a) per tie carried to the bottom of such excavation. Contractor to verify soil bearing capacity and assume I/2"EXTERIOR PLYWOOD SHEATING, BUILDINGfull responsibility for same. A soil boring stating bearing capacity 4 PAPER AND CEDAR5HINGLE FINISHED.
the undersigned's knowledge, belief, and professional judgement are in compliance with the New York - Blocking to rafter (toe-nailed) 2-8d each end p y g 9 e p ty is required t , confirm these
prior to pouring footings, contractor shall notify designer of any soil variations, or advice soil NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL
PARTITION Of 2'X 4"
State Energy Conservation Construction Code effective 12/28/20 and the Residential Code of New York - Rim board to rafter (end- nailed) 2-16d each end conditions and water table conditions. 5TUD5 WITHONG TOP ANID BOTTOM WOODOD
State Effective 12/28/20 RUNNERS AND ONE LAYER OF 5/5"THICK
GYPSUM BOARD ON EACH SIDE.
WALL FRAMING 3. Minimum compressive strengh of concrete at 28 days to be as follows: BSA CAL#301-60-5M
5. It is a violation of New York State Education Law for any person, unless acting under the direction A. Footing, piers. Foundation walls: pc=3,500 p.s.i stone concrete. CM0 HARDWIRED 5MOKE DETECTOR AND CARBON
of a registered Architect or a licensed Professional Engineer to alter any item on this drawing. All - Top plate to top plate (face-nailed) 2-16d per foot B. Slab on grade: pc=3,500 p.s.i concrete per R402.2 5D
MONOXIDE DETECTING DEVICE.
alteration must be made in compliance with the New York State Education Law, and Construction Code. - Top plates at intersections (face-nailed) 4116 d C. Superstructure, slab: p.s=3,500 p.s.i. stone concrete ® 75 CFM MH EXHAU5T FAN
The professional whose seal appears here on assumes no responsibility for any such alteration or re-used - Joints- each side, Stud to Stud (face-nailed) 2-16d 241, O.c. D. All concrete to have air entrainment of 5% to 7% per R402.2 (WHERE 15 REQUIRED)
without his written consent. - Header to header (face-nailed) 16d 161' o.c. along edges
6. The liability of registered Architect or licensed Professional Engineer interrante for errors, omissions,
- Top or bottom plate to stud (end-nailed) (see table 3.5a) 4. Anchor bolts shall be set approx. one foot from corners. Set anchor bolts on either side of the EXISTING DOOR
- Bottom late to floor joist , band joist, end joist or blocking face-nailed 2-16d per ft
and/or negligence resulting in personal injures, property damage, or any consequential damages is p > > > g ( ) p openings and minimum of two bolts in any one sill, Anchor bolts & O.C. except as noted (evenly
limited to the amount of the fee paid for these drawings. The retention or use of all or any part of these spaced). Anchor bolts are 3/8" diameter. NEW DOOR
drawings will constitute acceptance of this limitation of liability. Copyright 2012 professional whose FLOOR FRAMING
seal appears here. - Joist to sill, top plate or girder (toe-nailed) 4-8d per joist 5. Perform required alteration to existing concrete. New Work installed adjacent to and connecting REVISION
- Bridging to joist (toe-nailed) 2-8 d each end with present work shall match existing. Joints between new and existing work shall be trowelled
7. The issuing and/or granting of any certificate of use or occupancy is totally and completely under the - Blocking to joist (toe-nailed) 2-8 d each end
control; of the town, village, city or county government. The Architect assume absolutely no - Blocking to sill or top plate (toe-nailed) 3-16d each block smooth and even. Provide expansion joints.
responsibility for the issuing and or granting of any certificated of use and/ or occupancy. - Ledger strip to beam (face-nailed) 3-16 each joist 6. Provide continuous non- metallic termite shield with all joints sealed along perimeter walls and
- Joist on ledger to beam (toe-nailed) 3-8d per joist shielded termite collars at plumbing pipes in crawl space unless otherwise noted. GREEN DESIGN
- Band joist to joist (end nailed) 3-16d per joist ARCHITECT BRIAN O'CONNOR
CONSTRUCTION NOTES - Band joist to joist to sill or top plate (toe-nailed) 2-16d per foot 7. Footing at different levels shall be stepped so that the clear distance between adjacent bottom 130 N. WINDHORST AVENUE
edges shall not exceed a slope of one vertical to two horizontal. BETHPAGE NY 11714
- Stair treads to be 10" plus 3/4" nosing min. & risers to be max. 8-1/4" per R 311 .
ROOF SHEATHING 8. Back fill shall not be placed against foundation walls until concrete is of sufficient strength and (516) 476-8168
- Glazing that is less than 18" A.F.F. must be tempered glass per R308.4. - Structural panels 8d (see table 3.10) until the walls are properly braced top and bottom by the horizontal floor or by adequate Croweng@aol.com
- Diagonal board sheathing 12" o.c. (field) temporary bracing. HOPE DRAFTING &
- All insulation to have vapor barrier facing heated area. - 1"x6" Or 1"x8" 2-8d per support 9. Concrete foundations shall be poured continuously. If pour is interrupted a vertical key shall be EXPEDITING SVC LLC.
- Tempered glass required if windows glass is 5'-0" or less above bottom standing - 1"x10" Or winder 3-8d per support provided. Horizontal joints are not permitted. BEATRIZ E FIRPO
surface of tub/shower.
5 CORTLAND STREET
CEILING SHEATHING 10. Contractor shall verify dimensions and locations of slots, pipe sleeves, inserts, anchor belts, COPIAGUE, NY, 11726
- Wood I-joist to be installed in accordance with manufacturer's instructions. electrical conduits etc.as required for trades before placing concrete. (631 )575-6254
instructions manual to be kept at job site. - Gypsum wallboard, 5d coolers, 7" edge/ 10" field. '
11 . Concrete: work included;
(917)251 -7614
- All built-up level bEiams may be replaced by solid level beams of the same overall WALL SHEATHING A. All footings, foundations, steps, platforms, etc. as per drawings hopedraftingsvc@gmail.com
dimensions. - Structural panels, 8d, (see manu.) B. All concrete slabs DRAWING NAME:
- Simpson connectors may be replaced by equivalents. - Fiberboard panels C. All other works as required by drawings.
7/16" 6d 3" edge/6" field D. Set anchor bolts. GENERAL NOTES
- Multiple scale beams (Microlam etc. ) to be assembled & installed per 25/32" 8d 3" edge/6" field 12. All forms to be left in place a minimum of 3 days after completion of poring.
manufacturer's specifications. - Gypsum wallboard, 5d coolers, 7" edge/10" field
- 13. Damp Proofing: Work Included;
Hardboard, 8d, (see table 3.11)
- Wall sheathing to extend to top of top plate. - Particleboard panels, 8d, (see manu.) A. All surfaces to be damp proofed shall be dry, clean and smooth, free of dust, dirt, void and
cracks and shard projections. STAMP REpq . : DATE:
- GWB to comply with R702.1 , R702.3, table R702.1 (2) - Diagonal board sheathing �\sc No �,
1" x 6" or 1" x 8" 2-8d per support B. Allow 24 hours prior to backfilling.
- Deflection of all members complies with Chapter 5,7,8,9 NYS residential code. 1 " x 10" or wider 3-8d per support
C Apply mastic emulsion only when temperature is 40 degrees and rising and in dry wheather N
and 2020 BC-NYS Chapter 16 9� �-
FLOOR SHEATHING D. Apply Celotes Trowel Mastic or approved equal on all foundation walls below grade at F e
- All details on these plans provide a continuous load path as required. - Structural panels basement and crawl spaces.
- Contractor to ensure fit of all Simpson connectors before obtaining them. 1 " or less, 8d, 611edge/12" field E. Mastic shall be applied at the rate of 1/8" thick wet.
DRAWING No:
Greater than 1", 10d, 6" edge/6" field 14. Contractor to underpin any existing foundation walls abutting new foundation walls, footing or
- Design pressure rating of window to be DP-30 min. per table RT301 .2 (2) NYS - Diagonal board sheathing excavation with a minimum 16" wide single pour footing to a minimum of 36" below adjoining
residential code allso reference R609. 1" x 6" or 1" x 8" 2-8d per support grade unless noted otherwise in plans. N —
100000
1 " x 101' or wider 3-8d per support 15. Contractor to provide a minimum of r4.5 rigid insulation (vertical) as required for frost-
protected footing in heated building per table R403.3 For new construction. DATE: PAGE No:
NOTE- ALL NAILS SPECIFIED TO BE COMMON NAILS 06/ 15/2024 Z OF 10
DOB STAMP:
DOB APPLICATION #:
PROPERTY LOCATION:
580 JACOBS LANE
SOUTHOLD, NY 11971
LEGEND:
I
I
EXISTING WALL TO REMAIN
EXISTING WALL TO REMAIN _ _
EXISTING WALL TO BE REMOVED
- --+
-- - - - - - - + EXI5TING WALL TO BE REMOVED 3
NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD
STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2
37'-711 +_ FIBER GLASS INSULATION WITH VAPOR
3G'-111 BARRIER(R-13)BETWEEN WOOD STUDS
I/2"EXTERIOR PLYWOOD SHEATING, BUILDING
71-711
2'-1" 2'-10'9'-0° 4 1 1 3 21 2 311.511 S 9n 11 91 911 2'-311 P-10" 71 71
4 PAPER AND CEDAR SHINGLE FINISHED.
1 1 1 1 1 1 1 i� NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL
PARTITION CONSISTING OF 2'X 4"WOOD
22'-01 +- STUDS WITH TOP AND BOTTOM WOOD
2 I'-0"
RUNNERS AND ONE LAYER OF 5/8"THICK 2'-2" 4" 21-10t1 4" 2'-2" 4" 2'-2" 4" 2'-2" 4" 2'-2" 4" 2-2" 411 2-2" 4 GYPSUM BOARD ON EACH SIDE.
BSA CAL#301-GO-5M
UP 2 R. cm HARDWIRED SMOKE DETECTOR AND CARBON
r SD O MONOXIDE DETECTING DEVICE.
r-----------------------------------------------------------------------------1 I /� I 2 ® 75 CFM MH EXHAUST FAN
__ __ _ ` - - - _ _ _ �" _ _ � _ _ �' = = -rr- = = _ _ = = T -I (WHERE IS REQUIRED)
I --------------------------------------------------------------- 1
N EXISTING SUNROOM ELLARG
1 I j IIIIN
N I n I c�11 EXISTING DOOR
1 I 1 2210101711
ENTRANCE
1 1 ,
I 1 1 1 2 1
UN - EXCAVATED ; ; nl I II I N
1 1 , (\j I n I N NEW DOOR
' REVISION
N Q IaIN1
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r------ L----------------------------------------------- ---------------------- - N I WOOD STOVE 2 II N F-2-1
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UP ; EXISTING
1 r-------------------------1 r---------------------------------------------� ,
DRYER W.M. i i ; HALL
II II =
7I10 X GI8 BED NOOK ' GREEN DESIGN
I 51 .5G 5.F.
' -------- ARCHITECT BRIAN O'CONNOR
n_ MS° 130 N. WINDHORST AVENUE
' �� ' EXISTING O EXISTING BETHPAGE, NY, 11714
C) 1 �°
►� ` 5D ------ ENTRANCE/LIVING BEDROOM I - + 516 476-8168
►— 0 I OILTANK I UN - EXCAVATED _____ 11 m N
Q BOILER o o ® 10' 1 1 "X 14'2" ; ; 5° 7'711X 14'211 N In ( )
1 I Q O O 157. 1 G S.F. 0 9G.72 S.F. Croweng@aol.com
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EXIST. BEATRIZ E FIRPO
ACCESSORY USE ONLY. i 1 ,
-� EXISTING REF. BATH. �
0'3"X 141211 -------------------------------------------- EAT-IN KITCHEN 2. 19 S.F. 1 I
125 CORTLAND STREET
1 1 I
9107 1811011 COPIAGUE, NY, 11726
r-------------------------------------------- ,---------------------------- - 157. 1 G S.F.
1 (631)575-6254
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I EXISTING (917)251 -7614
I; FRONT PORCH N
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i 1610"X712"
1
------------------------------------
I I
13G 5.F. DRAWING NAME:
1 ,
1 I
191-11, +_ 1 EXISTING CELLAR
2'-1" 21-4" 2'-4" 2'-1" 9" 1'-8" Q9111 2'-311 I'-I I" 2'-711 2'-311 2'-911 2'-1Off 111" 11411 ' ' 2'-311 21-1 1 II EXISTING FIRST FLOOR
EX 1 ST I N G CELLAR 14 G 5 . f. I_ 91 O" �'I . 2'-5" 4'-► ►" �'1 10' I" P'1 7'-7" ,
I_ 30-I" �
SCALE 11411 = 1 '-011
STAMP A./E. : DATE:
,,�RE�R "I /
EXISTING 1=I RST FLOOR G38 S . F. � NS �ti
EXISTING FRONT PORCH 13G S . F.
EXISTING SUNROOM 1 93 S . F. 03 _ �9�
T 8
SCALE 1 /4" = 1 '-011 �----`
DRAWING No:
100000
DATE: PAGE No:
06/ 15/2024 3 OF 10
DOB STAMP:
DOB APPLICATION #:
PROPERTY LOCATION:
580 JACOBS LANE
I
SOUTHOLD, NY 11971
FY15TING WALL TO REMAIN LEGEND:
2
- - - -
-F
- -- - - - -
EXISTING WALL TO BE REMOVED 1
EXISTING WALL TO REMAIN
29'-4" +-
27-10" 2
" 7'-8" 5." 10'-7" -F- - - - - - - _ EXISTING WALL TO BE REMOVED
2'-9" 2'-3" 3'-I" 3'-3" 3'-8" 9" 4'-4" 3'-8" 2'-7" 22'-6"I'-0" I'_0"
3
r _____________=__-_--__=________--- � NEW EXTERIOR WALL CONSISTING2x4WOOD
r = _ _ - - - _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - -1 STUDS@ 16"O.C., I/2"GYP. BD., 31/2
------------------------------------------------------------------------ - ------------------------------------------------------------------------
1I FIBER GLASS INSULATION WITH VAPOR
BARRIER(R-13) BETWEEN WOOD STUDS
1/2"EXTERIOR PLYWOOD SHEATING, BUILDING
PAPER AND CEDAR SHINGLE FINISHED.
D(I5TING ROOF TO BE
\ ROOF BELOW , / I I I I \` ROOF BELOW i I i REMOVED AND REBUILT A5 PER NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL
I � 1 1 � 1 1 � � I PARTITION CONSISTING OF 2 X 4 WOOD
PROPOSED SUNROOM
EXTENSION STUDS WITH TOP AND BOTTOM WOOD
RUNNERS AND ONE LAYER OF 5/5"THICK
GYPSUM BOARD ON EACH SIDE.
,' I I 11 QO 11 BSA CAL#301-GO-5M
i---- �- '-----------;------------- `--;---- -------- ----------I--------------i--t------------- CM HARDWIRED SMOKE DETECTOR AND CARBON
0
CEZZ
1 7------------------------ r----1----------- ---------------``- ----------�-----------------------------1--_j------------- _�
-- -- ----------------------- Sp MONOXIDE DETECTING DEVICE.
' ---�--- ' I 1
1 ' 1 1 ' 1
' ' EXISTING ; ; EXISTING ROOF TO BE , ® 75 CFM MH EXHAUST FAN
.' HALL REMOVED AS REQUIRED (WHERE IS REQUIRED)
78 X G8 ; ; _
FOR NEW SHED ROOF ;
' EXISTING —
1 G 1 .40 S.F. 1
1
Corso so BEDROOM 2 EXISTING DOOR
1 0IT
1o'7"xI1 ' lo"
1
125.58 S.F.
NEW DOOR
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' 1111 - - - - - - -
- - - - - - - - - 1 I
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1 III EXISTING ------ - - I I
GREEN DESIGN
CD QEN 2 I 2 1 1 1 1 ,
8'5¢X9' 10" - - - - - - - - - - ' --------------------- I -- I -- -- ---------------------- ARCHITECT BRIAN O'CONNOR
8G. 5 S.F. L__ N ~~~ T 130 N. WINDHORST AVENUE
B ETH PAG E, NY, 11714
1
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9'-7" 414" _P'I r-101 10'-7" CIOPIAGUE, NY, 11726
(631 )575-6254
(917)251 -7614
hopedraftingsvc@gmail.com
EXISTING SECOND FLOOD 49G S . E. EXISTING ROOF DRAWING NAME:
SCALE I /4" = I '-0" SCALE 11411 = I '-0"
EXISTING SECOND FLOOR
EXISTING ROOF
REMOVAL NOTES
STAMP A./E. : DATE:
1 . Contractor shall field verify conditions prior to the commencement 7. Contractor shall be responsible to provide protective barriers as required ��RED aRcy�
of work and be responsible to report all discrepancies between the actual to provide building occupants, workers and the general public. ���\P�t°COtiti
conditions and the plans immediately to the architect. No work is to be °�
performed in the areas where there are discrepancies until the architect 8. Contractor shall be responsible to remove all existing non-bearing
resolves the issue and the authorization is received from the owner. partitions doors, frames, etc. As indicated on the plans or as required to N
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2. Contractor shall remove all finishes from existing columns full height. install the new work as indicated on the plans. 03
Contractor shall not remove the .required columns fireproofing. 9. Contractor shall remove all existing electrical outlets, switches, panels
q p wires, etc. As indicated on the plans or as required install in New York DRAWING No:
3. Contractor shall remove all existing floor finishes and mastic throughout
the entire floor. The existing terrazzo floor is to remain undisturbed. 10. Contractor shall remove all existing unit heater, flues, gas piping, etc. As
shown in the plans. Contractor shall field verify the number of existing unit
4. Contractor shall coordinate the removal of any vertical pipes, conduits, heaters prior to the commencement of work and be responsible to remove all. 101000
ducts, etc. With the landlord's field rep. prior to the commencement of work to 11 . The work indicated on this plan is for overall general clean out of the DATE: PAGE No:
determine if the piles, conduits,ducts, etc. are no longer in use. No existing entire floor for the construction of the New York indicated on the lans.
functioning building services are to be disturbed as part of this work. p 06/ 15/2024 4 OF 10
Removals and/or cutting of the new opening ]s requiring structural
5. Contractor shall be responsible to maintain all exits and exit stairs free alterations to the building DOB STAMP:
and clear of any debris, material, equipment, tools, etc. at all times
6. Contractor shall be responsible to maintain the space clean and shall
remove all debris from the site on a daily basis
DOB APPLICATION #:
PROPERTY LOCATION:
580 JACOBS LANE
EXISTING ROOF TO BE SOUTHOLD, NY 11971
EXISTING ROOF TO 13E REMOVED AS REQUIRED
REMOVED AS REQUIRED FOR NEW SHED ROOF EXISTING ROOF TO BE LEGEND:
FOR NEW SHED ROOF RIDGE
REMOVED AS REQUIRED
FOR NEW SHED ROOF
I
EXfSTiNG WALL TO REMAfN
EXIST. EXIST. EXIST. EXIST. . T
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PARTITION CONSISTING OF 2'X 4"WOOD
T E T STUDS WITH TOP AND BOTTOM WOOD
15T FLOOR
RUNNERS AND ONE LAYER OF 5/8"THICK
- --- - - - -- - - - ---- - -- - - - ---- - - - -- - - - ---- - - - -- - - - -- - - - - -- - - - -- - - - - -- - - - -- - - - -- - - - - -- - GYPSUM BOARD ON EACH SIDE.
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104" +- I 27'-1" +- I I_ {3'-6" +- 1 22'-6" +- �'-7" +1.
37'-7" +- _I I_ 37'-7" +- -� REVISION
f=XISTI NG NORTH EAST ELEVATION EXISTING SOUTH WEST ELEVATION
SCAM 1/4"= 1'-0" SCALE 1/4"= P-0"
GREEN DESIGN
ARCHITECT BRIAN O'CONNOR
130 N. WINDHORST AVENUE
B ETH PAG E, NY, 11714
(516) 476-8168
Croweng@aol.com
HOPE DRAFTING &
EXPEDITING SVC LLC.
EXISTING ROOF TO BE EXISTING ROOF TO BE BEATRIZ E FIRPO
REMOVED AS REQUIRED REMOVED AS REQUIRED
FOR NEW SHED ROOF FOR NEW SHED ROOF 125 CORTLAND STREET
COPIAGUE NY 11726
RIDGE RIDGE > >
EXIS G ROOF T BE (631)575-6254
REMO AND BUILT AS PER (917)251 -7614
PROP05 5 ROOM
EXTENSION hopedraftingsvc@gmail.com
EXIST. DRAWING NAME:
5UNR0 TO B EXTENDED
EX15TIN OOF 0 BE r
iEX15T.I EXISTING ELEVATIONS
REMOVED A REBUILT AS PER �_ J
2ND FLOOR PROP05ED U OOM > 2ND FLOOR
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I 31'-5" +- I I_ 31'-5" +- 06/15/2024 5 OF 10
EXISTING NORTH WEST ELEVATION EXISTING SOUTH EAST ELEVATION DOB STAMP:
SCALE 1/4"= I'-0" SCALE 1/4" = P-0"
DOB APPLICATION #:
PROPERTY LOCATION:
I
580 JACOBS LANE
EXISTING WALL TO REMAIN
3 NEW EXTERIOR WALL SOUTHOLD, NY 11971
LEGEND:
4
N EW I NTERI OR WALL
1
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f
EXISTING NEW - - - - - -
- _ _ EXISTING WALL TO BE REMOVED
37-CY +-
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18'-911 7'-711 STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2
I'-G" 2'-10" 4'-1" 3-2" 2'-3" G'-1011 4'-8" I'-10" 71-711 FIBER GLASS I N5ULATION WITH VAPOR
BARRIER(R-13) BETWEEN WOOD STUDS
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30`-d` 4 PAPER AND CEDAR SfifNGLE FfNfStiED.
22'-G" EXISTING Of' NEW NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL
EXISTING NEW 28'-2" PARTITION CONSISTING OF 2'X 4"WOOD
2-2" 4" 2'-10" 4" 2-2" 4" 2'-2" 4" 2'-2" 4" 2'-2" 4" 2'-2" 4" 2'-2" 4" 4-8" 4" 2'-2" STUDS WITH TOP AND BOTTOM WOOD
UP 2 R. RUNNERS AND ONE LAYER OF 5/8"THICK
GYPSUM BOARD ON EACH SIDE.
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HARDWIRED SMOKE DETECTOR AND CARBON
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R ARDS, 3' TO BOTT OF FOOTING ---------- ----- THROUGH 2'2"X 4'0"- -------_----� (WHERE IS REQUIRED)
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PROPOSED FI RST FLOOR DATE: PAGE No:
06/ 15/2024 6 OF 10
FI RST FLOOR G38 5 . f. (NO CHANGE) DOB STAMP:
FRONT PORCH 1 3G S . F. (NO CHANGE)
S U N RO O M 193 S . F. EX 1ST. . :N-f-w-
SCALE 11411 = 1 '-0"
DOB APPLICATION #:
PROPERTY LOCATION:
580 JACOBS LANE
SOUTHOLD, NY 11971
LEGEND:
EXISTING WALL TO REMAIN
1
3
NEW EXTERIOR WALL EXISTING ROOF TO REMAIN EXISTING WALL TO REMAIN
4 2
NEW INTERIOR WALL
EXISTING WALL TO BE REMOVED
NEW SHINGLE ROOF TO MATCH WITH EXISTING 3
NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD
EX I ST I N G NEW STUDS @ I G"O.C., 1/2"GYP. BD., 3 1/2
FIBER GLASS INSULATION WITH VAPOR
BARRIER(R-13)BETWEEN WOOD STUDS
291-4" +- Q 1/2"EXTERIOR PLYWOOD SHEATING, BUILDING
27'-10" 4 PAPER AND CEDAR SHINGLE FINISHED.
8'-9" " 7'-61 511 10-7"
3'-5" 2'-3" 3'-I" 3'-3" 9" 11 4'-4" 3'-8" 2'-7" 1'-0" 39-0" 1'-0" NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL
I'0" ROOF OVERHANG ALUM. GUTTER PARTITION CONSISTING OF 2'X 4"WOOD
STUDS WITH TOP AND BOTTOM WOOD
RUNNERS AND ONE LAYER OF 5/8"THICK
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SCALE I/4 O DRAWING 'No:
DATE: PAGE No:
06/ 15/2024 7 OF 10
DOB STAMP:
DOB APPLICATION #:
PROPERTY LOCATION:
r A 580 JACOBS LANE
EXISTING ROOF A SOUTHOLD, NY 11971
PROPOSED ROOF SHED PROPOSED ROOF SHED EXISTING ROOF LEGEND:
RIDGE RIDGE
CI fill I III Jill
EXISTING WALL TO REMAIN
NEW NEW NEW NEW PRO RGED
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NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL
PARTITION CONSISTING OF 2'X 4"WOOD
T NEW STUDS WITH TOP AND BOTTOM WOOD
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I 37'-7" +_ I I 37'-7" +- � GREEN DESIGN
ARCHITECT BRIAN O'CONNOR
PROPOSED NORTH EAST ELEVATION PROPOSED SOUTH WEST ELEVATION 130 N. WINDHORST AVENUE
SCALE 1/4"= P-0" SCALE 1/4"= 1'-0" BETHPAGE, NY, 11714
(516) 476-8168
Croweng@aol.com
HOPE DRAFTING &
EXPEDITING SVC LLC.
BEATRIZ E FIRPO
PROPOSED ROOF SHED EXISTING ROOF
125 CORTLAND STREET
RIDGE RIDGE COPIAGUE, NY, 11726
PROPOSED ROOF SHED (631 )575-6254
EXISTING ROOF (917)251 -7614
E19 hopedraftingsvc@gmail.com
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NEW NEW DRAWING NAME:
> PROPOSED ELEVATIONS
2ND FLOOR > 2ND FLOOR
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EXIST.
EXIST. N. N. N. N. N. N. N. N. EXIST. EXIST. STAMP A. /E. : DATE:
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NEW EX15TI NG EX15T1 NG DATE: PAGE No:
EXISTING EXI5TING NEW 06/ 15/2024 8 OF 10
12'-0" _I I_ 12'-0" +- I 20'-4" +- 12'-6" +-
DOB STAMP:
34'-10" +- .I 1 34'-10" +-
PROPOSED NORTH WEST ELEVATION PROPOSED SOUTH EAST ELEVATION
SCALE 1/4"= 1'-0" SCALE 1/4" = 1'-0"
DOB APPLICATION #:
PROPERTY LOCATION:
580 JACOBS LANE
PROPOSED ROOF SHED CHIMNEY
SOUTHOLD, NY 11971
5HINGIE5 ROOF TILE PIPE THROUGH TOTAL SPAN OF ROOF RAFTERS
ON 151 FELT OVER 5/8"FIRE ROOF I LEGEND:
RETARDANT TREATED CONTRACTOR TO V.I.F.WALL
PLYWOOD DECK 2-2x 12 RIDGE °
" EXISTING ROOF FRAMING 2X4 @ 24 O.C. °
2X 10 R.R.@ I G O.C. PROVIDE 2X4 STUD 13EWEN RIDGE °
EXISTING STUD TO MAKE WALL Y ° ° I
`ram. • • 2X4 @ 12 O.C.AND 2X4 HOR. RO ��f��-P` ° °
13EAPJNG SILL.AT NEWJ015T OF ATTACH TO SIDE OF RR OR WALL
BEARING LOCATION IF NEEDED W SHED STUD USING ONE 114 x 3 112 EXISTING WALL TO REMAIN
PITCH ROOF AS HIGH AS P0551BLE NE CARRIAGE BOLT PER FOOT OF ROOF
NEW D.H. NOT TO INTERRUPT WINDOW LEDGERS.
2'2°x2'I o° - SPAN TO PREVENT UPLIFT 2
NEW ROOF
` SHINGLES ROOF TILE — — — — — — —
ON 15#FELT OVER 518"FIRE
_ _ EXISTING WALL TO BE REMOVED
RETARDANT TREATED — — — — —
EXISTING ROOF PLYWOOD DECK REMOVE SHEATING OF EXISTING
2X 10 R.R.@ I G"O.C. ROOF TO REVEAL EXISTING ROOF F3FI
EXISTING RAFTERS NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD
BEDROOM 2 > 2ND FLOOR A STUDS @ 16"O.C., 1/2"GYP. BD., 3 1/2
• • •• •• •• •. . PROP05ED ENCLOSED = ��� FIBER GLASS INSULATION WITH VAPOR
UNHEATED 5UNR00M
BARRIER(R-13)BETWEEN WOOD STUDS
1/2"EXTERIOR PLYWOOD SHEATING, BUILDING
EX15T. 4
PAPER AND CEDAR SHINGLE FINISHED.
SHED ROOF CONNECTION TO EXISTING ROOF OR WALL STUD NEW NON FIRE 515TIN COf2'X4 W DRYWALL
PARTITION CONSISTING OF 2'X 4"WOOD
STUDS WITH TOP AND BOTTOM WOOD
UP
EXIST. 4"THICK POURED RUNNERS AND ONE LAYER OF 5/5"THICK
EXISTING OPEN EXISTING STAIR EX15T. CONC.SLAB ON
FRONT PORCH ENTRANCE/LIVING WOOD STOVE GRADE
MIL OVER BARRIER YP U B RD N EACH IDE.
BSA CAL#301-60-5M
I ST FLOOR HARDWIRED SMOKE DETECTOR AND CARBON
GRADEr . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ CM
EXISTING EXIST.DOOR GRADE 5D O MONOXIDE DETECTING DEVICE.
FOUNDATION ELECTRIC EXIST.CELAR z
PANEL ENTRY
o ® (WHERE 15 REQUIRED)
FAN
m
j EXISTING EXIST.OPEN CELLAR AS EXIST. EXIST. EX15T.
FOUNDATION ACCESSORY USE ONLY. BOILER H.W. - HURRICANE ANCHORS MANUFACTURED BY
WASHER —- SIMPSON STRONG-TIE CONNECTORS MODEL No. H25A
EXISTING DOOR
EXISTING OR APPROVED EQUIVALENT AT EVERY
FOUNDATION WALL EXIST. CONC. SLAB RAFTER TO PLATE CONNECTION BOTH SIDES WHEN
FTERS DO NOT ALIGN WITH 5TUD5
12"POURED CONC.FOUNDATION WALL ON CELLAR
2'WIDE BY 12"DEEP FOOTING WITH 2#5
REBARDS,3'TO BOTTOM OF FOOTING NEW DOOR
SIMPSON STRONG-TIE CONNECTOR
L.#I TO BE USED WHEN R E V I S I O N
RAFTER ALIGNS WITH STUD
EX 1 ST I N G EX 1 ST I N G NEW USE A MINIMUM OF THO ad
NAILS THIS SIDE WITH A °
TOTAL OF FOUR INTO RA
7'-2" +- o °\ ROOF RA
0
I 34'-10" +- I o DOUBLE TOP PLA
GREEN DESIGN
PLATE P4�N
SCALE I/4 -0 S ONN E CONNECTORS MODE No. RS ARCHITECT B R I AN O'C 0 N N 0 R
OR APPROVED EQUIVALENT ATRTERS EVERY STUD 13 0 N. W I N D H O R ST AV E N U E
TO PLATE CONNECTION WHEN RAF DO NOT
ALIGN WITH STUD
B ETH PAG E, NY, 11714
BUILDING CROSS SECTION A-A °
STUDS® 16" Q.G. (516) 476-8168
SCALE I /4" = I '-0" (° Croweng@aol.com
0
° TWO 8d NAILS
INTO PLATE5 HOPE DRAFTING &
16HTad14AILS EXPEDITING SVC LLC.
INTO STUDS
BEATRIZ E FIRPO
ROOF STRAPPING DETAIL 125 CORTLAND STREET
COPIAGUE, NY, 11726
(631 )575-6254
WHEN NOT ALIGNED WITH RAFTER, (91 7)251 —761 4
CONNECT KING STUDS TO TOP PLATE,
5EE ROOF STRAPPING DETAIL HRAP tV4 6AL5.20 6A.COIL STRAP
TOP OF TOP PLATE d NAIL
opedraftingsvc@gmail.com
ROOF FRAMING
DRAWING NAME:
CRIPPLE 1,4" MIN. EDGE BUILDING CROSS SECTION A-A
STUDS DoueLE TOP PLATE D I�1-Ei�ENG E
DETAILS
12 ROLLED ROOFING OVER
SEE 15#BUILDING FELT
DER PLAN
1/2"CDX PLYWOOD SHEATHING
PROVIDE ICE PROTECTION AT
ENTIRE LOW PITCH ROOF 4" STAMP A./E. : DATE:
JACK
571D 2"x1o°R.R.@ 16"O.C. 5/'D"0x 12" STEEL ANCHOR `
FULL LENGTH
��
FRAMED OPENING FOR NEW HALL STUDS BOLTS AT 5'-0" O.G. MAX. „ S�ERED q /
L
WINDow OR EXTERIOR DooR MAINTAIN V AIRSPACE MIN EMBEDMENT OE 7" `!��\ �pN T O Cp C'�i,,
ALUMNIUM DRIP EDGE �� 0nA
CONTINUOUS VINYL
SOFFIT WITH VENT SEE PLAN,,-'
35 3 _ Q
NOTE: O H. 4"x2"ALUMINUM GUTTER ..+ �a DRAWING No:
UPLIFT CONNECTION IS REQUIRED W/3"x2"LEADER
AT EACH END OF THE HEADER AND AT
NO UPLIFT TORS
N d
REQUIRED AREA BOTTOM OF HEADER STUDS IN ADDITION 1x6 FACIA
TO CONNECTOR5 AT WALL STUDS AND
AT TOP AND BOTTOM OF CRIPPLES.
R-5 RIGID BOARD
0
SIDING TO BE SELECTED a d ' 0
b C..STRAP TIES MANUFACTURED ROOF DETAIL DATE: PAGE No:
BY SIMPSON STRONG-TIE CONNECTORS USE 51MP5ON Z-MAX OR HD6 CONNECTORS 2x4 STUDS @ 16"O.C.
MODEL No.0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE 0 6/ 1 5/2 0 2 4 9 OF 10
STRAP TO HAVE MIN. 12'BEARIN6 ON THE STUD FOR ALL HARDWARE IN CONNECTION
�1 2"CDX PLYWOOD SHEATHING COVERED
AND W ���'RAP UNDER SILL PLATE AT FOUNDATION. LUMBER. •"
W/TYVEK HOUSE WRAP OR APPROVED DOB STAMP:
UPLIFT G0NNEEGT0R DEETA I L WATER-REPELLENT SHEATHING
ANCHOR BOLT DETAIL
DOB APPLICATION #:
FRAMING NOTE5 PROPERTY LOCATION:
1-AS PER SPECIFIED WITHIN THESE DOCUMENTS,ALL EXTERIOR WADS WILL CONSTRUCTED RU TYPE I AS ANY HEADERS WITH BEAMS,GIRDERS,OR POSTS BEARING THEM,SHALL BROUGHT TO THE
F RAM I N G D ETA I L FOR HURRICANE T I E5 AND NAILING 5 C H E D U LE
SHEAR WALLS A DEFINED BY THE AMERJCAN FOREST AND PAPER ASSOC.WOOD FRAME CONSTRUCTION ATTENTION OF THE ARCHITECT TO DETERMINE THE APPROPIATE S1XIXE AND STRENGTH.
. I
ALL MODEL NUMBERS SPECIFIED HEREIN REFER TO SIMPSON STRONG TIE PRODUCTS,EACH OF THE MANUAL SECTION 3.4.4.2. 18-STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE. H O V A C O B S LANE
CONNECTIONS SHOWN REFLECT TYPICAL CONDITIONS AND ARE ONLY APPLICABLE WHEREVER NECESSARY 2-ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS-FB+850,E= 1,600.000 Pal., 19-2 x 6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOIST DO.
DOUGLAS FIR LARCH No.2. 20-PROVIDE(3) 1"0 VENT HOLES AROUND SKYLIGHTS.
3-ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD,THICKNESSES OF EXTERIOR 21-INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER 5HEATING AND PERPENDICULARTO THE ROOF JOISTS
ALL LOAD PATH5 FROM FOUNDATION TO ROOF ARE CONTINUOUS AND AT EVERY WALL STUD SHEATHING TO BE 112"MIN.AND 3/4"MIN.FOR5UB-FLOORING,UNLESS OTHERWISE NOTED. TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS.
NOTE: 4-All EXTERIOR NAILING,IN EXPOSED EXTERIOR WOOD,SHALL BE ALUMINUM OR GALVANIZED. 22-BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF 7-0'. S 0 U T H 0 L D N Y 119 7
STRAPPING 15 1 I/4"x20 GAGE ROOF VI E CR055-BRIDGING OR SOLID BLOCKING @ 8'-0"O.C.MAXIMUM FLOORS,CEILINGS,AND 23-ALL RISERS TO BE A MAXIMUM OF 8 1/4"AND ALL TREADS T BE A MAXIMUMOF 9"IN DEFTH WITH A 7
NOSING BETWEEN 3/4'AND I I/4"PROJECTION RISERS AND TREADS SHALL NOT DEVATE MORE THAN 3/8'
IS CONSIDERED PRESCRIPTIVE. 6-J015T SUPPORTING PARALLEL PARTITIONS,SPACED APART TO PERMIT THE PA55AGE OF PIPING OR DUCT TH ROUGHOUT THE ENTIRE RUN.MINIMUM WIDTH OF STAIRS TO BE 30. LEGEND:
REQUIREMENTS AS PER TABLE 502.2 FOR ZONE I I b ALL NAILING MUST BE IN ACCORDANCE WORK,ARE TO BE BLOCKED AT MAXIMUM I G"INTERVALS ON BEARING PARTITIONS AND 32"INTERVALS ON 24-ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE RESIDENTIAL BUILDING CODE.
WITH TABLES 3.413�3.GA FROM 2001 WfCM BEARING PARTITIONS AND 32"INTERVALS ON NON BEARING PARTITIONS.
COMPONENT VALUE REQUIRED VALUE PROVIDED COMMENTS 25-ALL HANDRAILS AND GUARDRAILS SHALL BE 36"HIGH AND MUST BE PROVIDE AROUND ALL SURFACES
ALL PERFORMED CONNECTIONS ARE TO BE C520-G-8D 7-PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW YORK STATE. WHICH ARE I U'OR HIGHER THIN ADJACENT SURFACES AND FOR ALL STEPS OF 2 RISERS OR GREATER.
DOORS U= .35 MAX. U= .35 AS FER OWNER/CONTRACTOR NAILED IN 5TPJCT ACCORDANCE WITH THE IN EACH CONNECTION 8-PROVIDE DOUBLE J015T OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS,PARTITIONS,AROUND All 26 TERMITE SHIELDS AND SILL SEALER TO BE PROVIDE FOR ALL NEW FOUNDATION WORK
WINDOWS/PATIO DOORS U= .35 MAX. U= .35 AS FER OWNER/CONTRACTOR MANUFACTURER'S SPECIFICATIONS C520-8-5D OPENINGS, M BEAMS, BATHTUBS AND APPLIANCES LVFUNTURES. 27-NEW WORK SHALL TIE AND LAP INTO EXISTING SO AS TO PREVENT LEAKAGE.
IN EACH CONNECTION 9-MICROLAM BEAMS,DESIGNATED WITH AN"MI!OR LVL'NOTATION SHALL HAVE A MINIMUM WIDTl10F
WALLS U= .14 MAX. U=.14 PASSES HT520- 12-1 OD 1 3/4"PER MEMBER,WITH A MINIMUM FLEXURAL STRESS OF 2,800 P51. 28-ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. I
ROOF/CEILING U= .031 MAX. U=.30 PA55E5 IN EACH CONNECTION 10-DOUBLE BEAMS,OF STANDARD LUMBER,SHALL BE NAILED TOGETHER WITH I GD NAILS @16"O.C. 29-USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS.
FLOORS U= .05 MAX, U=.05 WHERE APPLICABLE AROUND PERIMETER OF BEAM,PROVIDE MIN.OF 2"CLEARANCE TO EDGES,TRIPLE BEAMS TO BE NAILED 30-FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS,PIPES,VENTS,SKYLIGHTS,CHIMNEYS AND
TOGETHER FROM BOTH SIDES.ALL OTHER BEAMS TO BE TMRU BOLTED WITH THE SAME PATTERN. ROOF VENTILATORS.FLASHING TO BE PROVIDED AT HIPS,PJDGE5,VALLEYS.CHANGE OF ROOF SLOPE,
HEATED SLAB R=G.5 MIN. R=G.5 WHIRS APPLICABLE I I-WHERE J015T HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED.CONTRACTOR TO PROVIDE GABLE ENDS AND OF FOUNDATION WALLS.ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" EXISTING WALL TO REMAIN
UNHEATED SLAB R=4.5 MIN. R=4.5 WHERE APPUCA13LE AND UTILIZE THE PROPERSMOOTH SHANK AND/ORANNULAR RING NAIL5A5 RECOMMENDED BYTHE HANUtx IN EACH DIRECTION.ALL FLASHING TO BE ALUMINUM UNLESS OTHERWISE NOTED.
MANUFACTURER,TO INSURE THE APPROPIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS.
CELLAR/BASEMENT WALLS U= .I 0 MAX. U= .08 WHERE APPLICABLE 12-PROVIDE A MIN.OR 2"CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING. 31-ALL INTEPJORIEADERS ARE TO HAVE 112"FOAM SOUND INSULATION.
CRAWL SPACE WALLS U= .06 MAX. U= .05 1WHERE APPLICABLE 13-DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN.OF 1/4 OF THE TOTAL LENGTH OF WALL. 32-INSULATION SHALL BE FIBERGLASS BAITS--FOIL ONE SIDE,UNLESS OTHERWISE 2
NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS. NOTED,THICKNESS AS SHOWN ON DRAWINGS.STAPLE PADS ON FOIL OVER FRAMING.
DOORS: - - -THE CONTRACTOR OWNER SHALL INSTALL EXTEROR DOORS WITH A MAXIMUM U-VALUE OF.35, BRIDGINGIOR OTHERWISE BE BRAGGED IN AN AP ROVED MANNER INTERVALS NOT EX EXCEEDING V-0"NO EXISTING WALL TO BE REMOVED
R WALLS AND
WALL STUDS MAY 13E LONGER THAN 11'-2". LOAD TADLES
ONE DOOR MAY BE EXMPT FROM THI5 REQUIREMENT - - - - - - - -
VANDOW5: BEARING 15- PARTITIONS.ALL HEADERS U DELE FULL STUDS TO BE DR30'-0"TOHAV JACK ESINGLE ACUND OK5TUDS,PENINGS IUNDDEERE9'-d'DO BLEJACK LIVE LOAD DEAD LOAD
STUDS,9'-0"AND OVER HAVE TRIPLE JACK STUDS. T.
THE CONTRACTOR/OWNER SHALL INSTALL NEW WINDOWS AND GLAZED PATIO DOORS WITH A MAXIMUM CONTRACTOR INTERIORALLOTS TO E AN 3/AU HOLLOE FOR All AN VENEERED WITH APPROPIATE HARDWARE. UNCOVERED DECKS/BALCONIES 60 LB5 PERSQ.FT. 20 LBS PERSQ.Ff. 3 NEW EXTERIOR WALL CONSISTING 2 x 4 WOOD
U-VALUE OF.35 AS PER ECCCNYS SECTION 502.2.4.E
REPLACEMENTS FOR EXISTING WINDOWS SHALL HAVE A MAXIMUM U-VALUE OF.40 AS PER ECCCNY5 15-DOUBLE FULL STUDS TO BE 515TERED TO JACK STUDS AROUND OPENINGS IN EXTERIOR WALLS AND CEILING W/0 ATTIC 10 L135 PER 5Q.FT. 15 LB5 PER SQ.FT. STUDS I G" "
SECTION 502.2.5 AND TABLE 502.2.5. BEARING PARTITIONS.ALL HEADERS UNDER 3'-0"TO HAVE SINGLE JACK STUDS,UNDER 9'-0"DOUBLE JACK @ O.C., I/2 GYP. BD., 3 112
STUDS,9'-O"AND OVER HAVE TRIPLE JACK STUDS. CEILING WITH ATTIC 35 LB5 PERSQ.FT. 15 L55 PERSQ.FT. FIBER GLASS INSULATION WITH VAPOR
WALLS: (WITH 25%GLAZING OR LESS) 16-ALL INTERIOR DOORS TO BE 1-3/5"HOLLOW CORE LOAN VENEERED WITH APPROPIATE HARDWARE. FLOORS 40 LBS PERSQ.FT. 20 LB5 PERSQ.FT.
ALL WALLS TO BE CONSTRUCTED A5 FOLLOWS:(INSIDE TO OUTSIDE) CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ET5. BARRIER(R-1 3) BETWEEN WOOD STUDS
I/2"GWB,VAPOR BARRIER MIN.2 x 4WD.STUDS @ 16"O.C.,R 15 BAIT INSULATION, I/2"PLYWD. 17-ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN.OF(2)2 x 8 FOR SPANS UP TO 3'-0",(2)2 x 10 STAIRS 40 LBS PER SQ.FT. 20 LBS PER 5Q.FT.
5HEATING, 15#BLDG.FELT OR TYVEK BLDG.WRAP,EXTERIOR FINISH AS PER DRAWINGS
FOR SPANS UP TO 047,AND(2)2 x 12 FOR SPANS UP TO 8'-0'.HEADERS OVER 8'-0'IN LENGTH AS WELL RAILINGS 200 LAT AND VERT 112"EXTERIOR PLYWOOD 5HEATING, BUILDING
TOTAL U-VALUE OF.070 AS PER TABLE 502.2.3.1(1) NAILING 5C H ED U LE 4 PAPER AND CEDAR SHINGLE FINISHED.
Uo=
(Uw x Aw)A+o(Ug x Ag) Uo= (.070:4 75%0%(35 x 25% Uo= .14
) RIDE TENSION STRAPS ROOF RAPIER TO TOP PLATE TOP PLATE TO STUD LOCATION NAIL TYPE AND SPACING LOCATION NAIL TYPE AND SPACING NEW NON FIRE RATED(COMBUSTIBLE)DRYWALL
= .14:OK
ROOF RAFTER TO RIDGE 3-16 D J015T TO SILL,TOP PLATE,OKGIRDER 4-16 D PARTITION CONSISTING OF 2 X 4 WOOD
1/2"GWB,VAPOR BARRIER,MIN.2 x G WD.STUDS @ I G"O.C.,R-19 BATT INSULATION, 112"PLYWD. "C"MAY BE OMITTED IF HT520 STRAPS ARE ROOF RAFTER TO RIDGE BEAM OR LEDGER (2)51MP50N H8 STAGGERED W/5-1 ODx 1 112 LEDGER TO BEAM OR STUDS 3-16 D STUDS WITH TOP AND BOTTOM WOOD
5HEATING, 15#BLDG.FELT OR TYVEK BLDG,WRAP,EXTERIOR FINISH AS PER DRAWINGS CONNECTED DIRECTLY TO 5TUD5 ROOF RAFTER TO SIDE OF STUD OR ROOF RAFTER (1) 1/4x3 112 WOOD SCREWS PER FOOT OF ROOF SPAN JOIST ON LEDGER TO BEAM OR STUDS 3-16 D RUNNERS AND ONE LAYER OF 5/5"THICK
TOTAL U-VALUE OF.070 AS PER TABLE 502.2.3.1(1) ROOF RAFTER OR CEILING J015T TO TOP PLATE -16 D BAND J015T TO JOIST 3-16 D GYPSUM BOARD ON EACH SIDE.
Uo= (Uw x AM+(Ug x Ag) Uo_ (.055 x 75%)+(.35 x 25%) Uo=.)29<.)4:OKI COLIARTIE AT EVERY ROOF RAFTER WIO CJ@ EVERY RR f 2-043 WOOD 5CRfW5 BAND JOIST TO TOP PLATE 2-I G D BSA CAL#301-GO-5M
Ao 100% C520-8-8D CEILING J015T TO ROOF RAFTER W/O CT @ EVERY RR G-1/4x3 WOOD SCREWS SHEARING/51,16-FLOORING 8 D @ 12"O.C.EDGE @ 12"O.C.FIELD
-OR- IN EACH CONNECTION HD35/4x3 HD3B/4x3 CEILING JOIST TO CEILING JOIST W/0 CT @ EVERY RR 6-1/4x3 WOOD SCREWS HFADERTO STUDS 4-16 D CM HARDWIRED SMOKE DETECTOR AND CARBON
112"GWB,VAPOR BARRIER,MIN.2 x 4 WD.STUDS @ I G"O.C.,R-13 BATT INSULATION,8"CMU = TO STUDS TO STUDS TOP PLATE TO TOP PLATE 2-16 D @ 12"O.C./0 O.C.FOR LAPS BLOCKING 2-16 D 5 D O MONOXIDE DETECTING DEVICE.
TOTAL U-VALUE OF.030 AS PER TABLE 502.2.3.1(2) Uo=LOG< .14:OK = TOP PLATE TO TOP PLATE @ CORNERS -16 D 5HEETROCK 5 D COOLERS @ 7"O.C.EDGE @ 10"FIELD
SKYLIGHTS: _ TOP OR BOTTOM PLATE TO STUD 2-16 D ANCHOR BOLTS(CRAWL5PACE OR BASEMENT)5/6'0@72"oc(1 5TY.)@36"oc(2 5TY.)@23'oc(3 STY.) 75 CFM MH EXHAUST FAN
THE CONTRACTOR OWNER SHALL INSTALL SKYLIGHTS WITH A MAXIMUM U VALUE OF.45 = USE 5/8"0 THRU BOLT BOTTOM PLATE TO JOIST 2-16 D ANCHOR BOLTS(SLAB ON GRADE) 5/8"0@40 oc(I I 0 mph ZONES)33"oc(I 20 mph ZONES) ® (WHERE IS REQUIRED)
/ TO CORNER
STUD TO STUD -16 D @ 24"O.C. ASPHALT ROOFING SHINGLES (3)12ga x 3/4"GALV.ROOFING PER SINGLE(6)PERSTR
ALL SKYLIGHT SHAFTS SHALL BE INSULATED WITH R-!9 BAIT INSULATION AS PER ECCCNY5 SECTION = - - CORNER POST BELOW
502.2.(2). DOUBLE RP.BEAMS E HEADERS 16D @ 16"O.C.AROUND PERIMETER SIDING ALUMINUM OR VINYL 6D PER STUD
REPLACEMENTS FOR EXISTING SKYLIGHTS SHALL HAVE A MAXIMUM U-VALUE OF.50 AS PER ECCCNY5 -
SECTION 502.2.5. = FLITCH PLATE DETAIL
EXISTING DOOR
FLOORS OVER UNHEATED SPACES d UNFINISHED BASEMENTS: -
ALL INSULATED FLOORS TO BE CONSTRUCTED AS FOLLOWS:(INSIDE TO OUTSIDE)
FINISHED FLOORS AS PER OWNER,3/4"PLYWD.5UBFLOONNG,MIN.2x8 PJ,R-19 BATT INSULATION. - = (2)BEAMS+ (3)BEAMS+ (4)BEAMS+ 3)BEAMS+ (4)BEAMS+ 515TEPJNG TO EXISTING
STEEL PLATE STEEL PLATE STEEL PLATE (2S STEEL PLATES (2)STEEL PLATES WITH(2)PLATES NEW DOOR
TOTAL U-VALUE OF.05 AS PER TABLE 502.2.3.3 Uo=.05<.05:OK = = WHEN 5TUD5 ARE PAD SIDE OF BEAM
FOR FLOOR OVER CRAWL 5PACE5 USE,R-30 BATT INSULATION AS PER SECTION 502.2.1.3. - - ALIGNED USEA TO ATTACH SHEETROCK
TOTAL U-VALUE OF.03 AS PER TABLE 502.2.3.3 Uo= .03<.03 I :OK - = CONTINUOUS STRAPS USE 5/8"0 ATR ANCHOR BOLT IF REQUIRED REVISION
FROM STUD TO STUD MIN.5 1/2 EMBEDMENT SET
PERIMETER INSULATION FOR HEATED SLABS: _ - IN ACRYLIC TIE ADHESIVE
SHALL BE A POLYSTYRENE RIGID INSULATION BOARD,THE THICKNE55 SHALL ALLOW A MIN.R-VALUE OF I/2"0 THRU BOLTS
G.5 TO BE INSTALLED 24"HORIZONTALLY AND VERTICALLY ASS PER ECCCNY5 SECTION 502.2.1.4.
WOOD MEMBERS SECTIONS
PERIMETER INSULATION FOR UNHEATED SLABS:
SHALL BE A POLYSTYRENE RIGID INSULATION BOARD,THE THICKNESS SHALL ALLOW A MIN.K VALUE OF WALL 5TU D TO BAND J015T CORNER, END WALL, AND P05T CORNER ANCHORING TO POU N DATI ON (SEE PLANS FOR SIZES) VARIOUS CONDITIONS SHOWN
4.5 TO BE INSTALLED 24"HORIZONTALLY AND VERTICALLY A55 PER ECCCNY5 SECTION 502.2.1.4. ANCHORING FROM FLOOR TO FLOOR
STEEL PLATE TO EQUAL
BASEMENT WALLS: (WHEN THE FLOOR 15 NOT INSULATED) DEPTH OF ADJACENT BEAMS
FOR FINISHED CELLARS/BASEMENTS ALL.FURRING SHALL HAVE R-I I BATT INSULATION (SEE PLANS FOR SIZES) GREEN DESIGN
20gga FLUSH MOUNTED HANGERS FOR JOISTS 16"O.C. 16"O.C. 16"O.C. 16"O.C.
TOTAL U-VALUE OF.08 AS PER TABLE 502.2.3.E Uo= .08<.05:OK HW I I ga OR HU 121a(WHEN HW 15 NOT AVAILABLE) N ARCHITECT B R IA N O'C 0 N N 0 R
UNVENTED CRAWL SPACE WALLS: (WHEN THE FLOOR IS NOT INSULATED) FOR DBL J015T W/0 FLITCH PLATE o 0 0
H HB OR HGLT 71a FOR ALL OTHER BEAMS HD35/4x3 TO STUDS "
FOR ALL CRAWL SPACES A POLYSTYRENE RIGID INSULATION BOARD WITH A MINIMUM R-VALUE Of 19 W.I 5/8 0 ATR MIN.5 1 J2 EMBEDMENT _ 0 0 0
TOTAL U-VALUE OF.05 AS PER TABLE°02.2.3.5 Uo= .05<.06:OK SET IN ACRYLIC TIE ADHESIVE INTO "j
FOUNDATION OR 5/8"THRU BOLT 2„ B ETH PAGE, NY, 11714
NOTE:THE CONTRACTOR SHALL ORDER AND INSTALL ALL RIGID INSULATION AS PER MANUFACTURERS TO TOP PLATES OF FLOOR BELOW SPECIFICATIONS W./3' ELEVATION 50 WASHER (SLE) 476-8168
INSULATED CEILINGS WITHOUT ATTIC:ALL CEILINGS TO BE CONSTRUCTED A FOLLOWS:(INSIDE/OUTSIDE)
WITH SKYLIGHTS COMPRISING I%OR LESS OF THE TOTAL ROOF AREA C rowe n g @ ao I.C 0 m
ALL ROOFS TO BE CONSTRUCTED AS FOLLOWS:(IN51DE TO OUTSIDE) • •.
I/2"GWB,CJ A5 PER PLANS,R-30 GATT INSULATION • HOPE DRAFTING &
(ATTIC HATCH TO BE INSULATED TO MATC11 ADJACENT CEILING FRAMING)
TOTALU-VALUE OF.030ASPERTABlE502.2.3.2 Uo= .30<.31 :OK NOTCHING AND DRILLING DETAIL FOR WOOD FRAME MEMBERS EXPEDITING SVC L.L.C.
WITH SKYLIGHTS COMPRISING 18%OK LE55 OF THE TOTAL ROOF AREA • •' B EATR I Z E FI R P 0
ALL ROOFS TO BE CONSTRUCTED AS fOLLO'N5:(INSIDE TO OUTSIDE)
112"GWB,CJ A5 PER DRAWINGS,R-38 BATT INSULATION LTP4 @ 12"O.C.-G-8D I/3 OF SPAN I/3 OF SPA
(ATTIC HATCH TO BE INSULATED TO MATCl ADJACENT CEILING FRAMING) IN EACH CONNECTION •• ' I/3 OF SPAN i/3 DEPTH
< (/4 DEPTH 125 C 0 RTLAN D STREET
(Ur x Ar)+(U5 x As) (1/.025 x 82%)+(1/.45 x 18%) OF JOIST NO NOTCHES OR
OF JOIST
Uo= Uo= Uo= I/33.20=.309< .31 :OK HOLES PERMITTED CO PIAG U E, NY, 1172E
Ao 100`7o
CATHEDRAL CEILINGS: ALL CATHEDRAL CEILINGS TO BE CONSTRUCTED A FOLLOWS:(IN51DETO OUTSIDE) 0 < 1/4 DEPTH J015T 575-6254
WITH SKYLIGHTS COMPRISING I%OR LESS OF THE TOTAL ROOF AREA 2"MIN. ( 17)251 -7614
1/2"VAPOR
EXTERIOR P1131D WITH A UEOF5, J015T HANGER CONNECTION5 51LL PLATE TO BAND J015T ANCHORING Of WALL OPENING
PROVIDE A MIN.OF 2'SEPARATION < I/6 DEPTH
• VAPOR BARRIER MIN.2x6 WD.RR.,R 25 GATT INSULATION, 1/2°PLYWD.5HEATING, ,u- 0 BETWEEN HOLES AND NOTCHES FROM 2' 2" J2' OfJ015T hopedraftingsvc@gmail.com
15#BLDG.FELT,EXTERIORFINISH AS PER DRAWINEACHOTHER AND FROM THE ENDS OF I MI . .
-OR- o
• 112"GWB,VAPOR BARRIER,MIN.2x 10 WD.IRK.,R-30c BATT INSULATION, 1/2"PLYWD. MEMBERS. �--'� NOTCHES ARE NOT PERMITTED IN THE SAME LOCATION AS HOLES DRAWING NAME:
5HEATING, 15#BLDG.FELT,ROOFING AS PER DRAWINGS.
-Op- FLOOR J015T
• I/2"GWB,VAPOR BARRIER,MIN.2x 12 WD.RR.,R-30 BATT INSULATION, I/2"PLYWD. DETAILS
5HEATING, 15#BLDG.FELT,ROOFING AS PER DRAWINGS.
TOTAL U-VALUE OF.030 AS PER TABLE.502.2.3.2 Uo= .30<.31 :OK
WITH SKYLIGHTS COMPRISING 18%OR LESS OF THE TOTAL ROOF AREA I/3 OF SPAN I/3 DEPTH
I/3 OF SPAN I/3 OF SPA
STUD < Of DEPTH NO NOTCHES OR OF JOIST
112"GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOARD(5)WITH A MIN.R-VALUE OF 13, OF JOIST HOLES PERMITTED
• VAPOR BARRIER,MIN.2x8 WD.RR.,R-25 BATT INSULATION, 1/2"PLYWD.5HEATING, 0,Cs
15#BLDG.FELT,EXTERIOR FINISH ASOPER,DRAWINGS. 0r < I/4 DEPTH
OF JOIST
1/2"GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOAP.D(5)WITH A MIN,R-VALUE OF 8, o o 2"MIN.
• VAPOR BARRIER,MIN,2x 10 WD,RR.,R 30c GATT INSULATION, I/2"PLYWD.SHEATING, m o PROVIDE A MIN.OF 2"SEPARATION < 1/3 DEPTH STAMP A./E.: D T E:
15#BLDG.FELT,EXTERIOR FINISH AS PER.DRAWINGS. - < 1/4 DEPTH BETWEEN HOLES AND NOTCHES FROM 2" 2" 2" OF JOIST
-OR = OF STUD
112 GWB,VAPOR BARRIER,MIN.2x 12 WI).RR.,K-38c BATT INSULATON, 112"PLYWD. C520-8 SD EACHOTHER AND FROM THE ENDS OF MI II
"
• IN EACH CONNECTION :.v MEMBERS ��" NOTCHES ARE NOT PERMITTED INBRED qRC,, '� Z
5HEATING, 15#BLDG.FELT,ROOFING AS PER DRAWINGS. THE SAME LOCATION AS HOLES a��5 T O'C yi
(Ur x Ar)+(U5 x A5) (1/.025 x 82%)+(1/.45 x 18%) NOTCHES ARE NOT PERMITTED IN
��\P�
U /33 o= I .20= .309<.3 I :OK _ THE SAME LOCATION AS HOLES 0
Uo Ao Uo 10070
INSULATED CEILINGS WITH ATTIC: ALL CEILINGS TO BE CONSTRUCTED A FOLLOWS:(INSIDE/OUTSIDE) RAFTER / CEILING J015T
WITH SKYLIGHTS COMPRISING I%OR LE55 OF THE TOTAL ROOF AREA
= 5 8 MIN. �p
112'GWB,INTERIORAND/OR EXTERIOR RIGID INSULATION BOARDS)W1TH A MIN.PI-VALUE OF 5, _ - <2/5 DEPTH �'
0358
• VAPOR BARRIER,MIN.2x8 WD.CJ.,R-30c BATT INSULATION, 112"PLYND.5U5FLOORING, O F ,1
(ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) PROVIDE ONE STUD ABOVE =;
-OR.. HEADER IN LINE WITH ONE _ = 0 5 8"MIN. .y
♦�
• I/2"GWB,VAPOR BARRIER MIN.2x 10 WD.CJ.,R 30c GATT INSULATION, 112"PLYWD. JACK STUD BELOW <3/5 DEPTH OF STUD
= �' z (FOR DOUBLE DRAWING N o
5UBFLOORING(ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) STUDS ONLY)
-OR-•
1/2"GWB,VAPOR BARRIER,MIN.2x 12 WD.Cl,R-30 GATT INSULATION, 1/2'PLYWD. PROVIDE A MIN.OF 2'SEPARATION
• 5UBFLOORING(ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) BETWEEN HOLES AND NOTCHES FROM
TOTAL U-VALUE OF.030 AS PER TABLE:502.2.3.2 Uo= .030< .031 :OK ONE STRAP PER JACK - _ EACHOTHER AND FROM THE ENDS OF
MEMBERS.
STUD FOR 3'TO 9'
WITH SKYLIGHTS COMPRISING 18%OR LESS OF THE TOTAL ROOF AREA HEADERS DBL JACK1= PLATE •
112"GWB,INTERIOR AND/OR EXTERIOR RIGID INSULATION BOARD(5)WITH A MIN.K VALUE OF 13, STUDS FOR 9'OR MORE
• VAPOR BARRIER,MIN.2x8 WD.CJ.,R-25 BATT INSULATION, 112"PLYWV.5UBFLOORING, TRPL JACK STUDS DATE: PAGE No:
(ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) EXTERIOR AND D BEARING V V ALL5
-Op -
1/2"GWB,INTERIOR AND/OR DXTERIOR RIGID INSULATION BOARD(S)W1TH A MIN.K-VALUE OF 8, 0 6/ 15/2 0 2�+ 1 0 0 F 1 0
• VAPOR BARRIER,MIN.2x 10 WD.CJ.,R-3Uc BATT INSULATION, 1/2 PLYWD.5UBFLOORING,
(ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING)
-OR--
DOB STAMP:
• 1/2"GWB,VAPOR BARRIER,MIN.2x 12 WD.Cl,R-38c BATT INSULATION, 1/2"PLYWD.
SUBFLOORJNG(ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING)
Uo=(Ur x Ar)A+o(U5 x A5)Uo_(1/.025 x 82) (1/.45 x 15%) Uo= 1/3�.20= .0309<.031 :0
NOTE:
HEADER UPLIFT CONNECTION ALL LUMBER THAT COME5
N CONTACT WITH CONCRETE
WILL BE PRESSURE TREATED DOB APPLICATION #:
THI5 PROPERTY 15 NOT LOCATED LUMBER.
WITHIN ONE MILE Of THE COA5T