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Residential Code of New York State 2010 General specifications Location map CIRCLE INDICATES ONE MILE RADIUS Sheet Notes:
0 Sinclair/Schiff Residence Private Rd Ka lei hs Ct East Marion, NY 11939 L SOUND
• CONCRETE WORK (8402-8407) t Y 9 �
Climatic & Geographic Design Criteria table R3 01.2 (1) I
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I. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS
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Winter EXCEPT WHERE MORE 5TRIN6ENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: 251.6Site data
Ground Wind Seismic Subject to damage from: Ice shield Flood •
design design N 35,01:
snow „
�� " ' ' 80°49'23"
v) g
termite req'd hazard AGI 301 SPEGIFIGATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS -f8 rl
weathering frost t 18
Z load Speed(mph) Cat. g temp. LATEST REVISION. BorroM of BANK OF SOUTHOLD R-80 RESIDENCE
O 45 130 G SEVERE 36 M-H II YES 1984-1998 AGI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" SGTM # 1000-22-03-04
U LATEST REVISION. LDG
SINGLE FAMILY RESIDENTIAL AGI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION"
Use & occupancy clay►sification. TOP OF BANK
p CONSTRUCTION CLASSIFICATION TYPE V-B NATURAL EARTH
LATEST REVISION. - PRINCIPLE
INFRONT B
1.00 mi
AGI 518 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
• PATH TO BEACH � � � 75' RE
Typical code requirements. LATEST REVISION. _
_ AR
AGI 34"1 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK° COASTAL EROSION HAZARD LINE AS SCALED 45''51DE (TOSlVE TAL)
TAL)
-ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS - - - TOWN of AS T L ER PHOTO No RD AREA AP
LATEST REVISION. 6 T
R702.1, R?02.3 AND TABLE '702.3.5 AND -103.4 (SEE RG-1)
35 HEI H
F- CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD
-ALL INSULATION TO BE INSTALLED A5 PER AND MEET THE REQUIREMENTS OF SECTION R:320
PRACTICE" LATEST REVISION. SITE AREA:
-ALL INTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTION 8320 AGI 305, 306 "MIXING AND PLACING OF CONCRETE DURING HOT AND VEGETATION
rY1 _ _
Ong island
LU -ALIGN ALL RAFTERS OVER STUDS GOLD WEATHER" LATEST REVISION. - Dam. /- LINE OF IDD' SETBACK BANK•............................................. 20;195 5FF
IT OF EXISTING
-ALL WALL FRAMING TO COMPLY WITH 8602.10 THROUGH R602.10.10 2. BASEMENT, FOUNDATION, EXTERIOR WALLS 4 OTHER VERTICAL CONCRETE SHALL HAVE A COMPRESSIVE p " FROM TOP OF BANK TOT 464,221 SF
-ALL NEW WINDOWS 6 DOORS TO HAVE A MIN. DP RATING OF 30 AS PER SEG. 8301.1.2.1 b TABLE R5012 STRENGTH OF 3000 PSI ® 28 DAYS. PORCHES, CARPORTS 4 GARAGE CONCRETE SLABS SHALL HAVE
A COMPRESSIVE STRENGTH OF 5500 PSI 0 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED.
AL.
-PROVIDE FOR BLOCKING AS PER SIECTION R602.8 TOTAL AIR CONTENT (% BY VOL. OF CONC) SHALL NOT BE LESS THAN 5% OR MORE THAN 7 %. - VEGETATION
OF EXISTING EXISTING LOT GOVERA6E: 0.3546
-ALL EXTERIOR WALLS TO BE SHEAR: WALLS IN ACCORDANCE WITH WFCM 3.4.4.2 AND TABLE 3.17 A45 MATERIALS USED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE TATION
_ 25�,
NCE SECTION R307 4 FIGURE 83072 APPLICABLE STANDARDS LISTED IN AGI 318 OR ASTM G 1157. (8402.2) TION)........11521 SF
-ALL NEW PLUMBING FIXTURES TO BE IN ACCORDANCE W/ : "' _ PORCHES (UNDER GONSTRUGTI ) ••••• 91 Sr
. ....._. ...
6 &E NDER GONSTRUG
3. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM A185, LATEST REVISION.
Z
East s Marlon - TOTAL 612 SF
Loads table R301 .5 Deflection table R301 .7 4. ALL FOOTIN&5 AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING _
0 CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. IF PROPOSED LOT COVERAGE O 435
USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE DETERMINED BY THE ARCHITECT, THE ACTUAL 501L BEARING SETTLEMENT CHARACTERISTICS SHALL BE -- - -- --- - ...••..••••••
I� DEFLECTION ASSESSED BY A QUALIFIED SOILS TEST LABORATORY AND &EOTEGHNICAL ENGINEER. THE OWNER SHALL '`. _ Madon�eke - - - _ _.. -.- ___--_ .._--- ...............................
I` i /� POOL HOUSE 340 5F
BEAR THE EXPENSE OF TESTING. PROPOSED LOCATION OF O P H .................................. 56 Sr
ROOFS 12 PSF 45 P5F RAFTERS HAVING 5LOPE5 GREATER L./180 al 1 °��_ ,�' FUTURE so'x2o'GUNITE POOL
THAN 3/12 W/ NO FINISHED CEILING ............................................. F
2645' o 41.4
ATTACHED TO RAFTERS MASONRY WORK (R404) ���� E TOTAL 8 s
• 2,00
n �\ PROPOSED POOL HOUSE
�L. --- W/OUTDOOR SHOWER
FLOORS (SLEEPING) 12 P5F 30 PSF INTERIOR WALLS PARTITIONS H/180
I. ALL MA50NRY WORK SHALL CONFORM TO THE REQUIREMENTS OF AGI 530 / A50ES /TM5 402 LIMIT OF EXISTING
0 mi 0.2 0.4 0.6 0.8 1 1.2 1.4 � �•0'
cUi) FLOORS (NON-SLEEPING) 12 PSF 40 PSF FLOOR 4 PLASTERED CEILINGS L/360 2• ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM G90-99, LATEST VEGETATION -
"i m PROPOSED OPEN TRELLIS
W REVISION, FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE STRENGTH. 77
of
` . WA`f
DECKS 10 PSF 40 PSF ALL OTHER STRUCTURAL MEMBERS L/240
106.0' R
BALCONIES 10 PSF 60 PSF EXTERIOR WALLS W/ PLASTER OR H/360 3. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MA50NRY IS LOCATED ?ts,-�. „' i . t 5 OCT 9 F200 STUCCO FINISH 61VIN& DUE REGARD FOR STRESS, THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH
0!� A5TM 270 (R607.1)
n ATTIC W/ 5TORA&E 9 PSF 20 PSF EXTERIOR WALL5-WIND LOAD5* W/ L/240
4. PREMOULDED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVALS. PROPOSED STORY,FRAME RESIDENCE
BRITTLE FINISHES (UNDER CONSTRUCTION,PERMIT#38658)
SPECIAL SHAPED MASONRY UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED
ATTIC W/0 STORAGE Cl PSF IO PSF EXTERIOR WALLS-WIND LOADS* W/ L/120 UNITS CAPABLE OF TRAN5MITTIN6 SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. a•
t--I FLEXIBLE FINISHES
1_1 5. RUNNING BOND MA50NRY COURSES ARE REQUIRED AT ALL LOCATIONS. PROPOSED DRIVEWAY 4 MOTOR COURT
}- GARAGE - 50 P5F *THE WIND LOAD SHALL BE PERMITTED TO BE
TAKEN A5 0.7 TIMES THE COMPONENT 4 CLADDING 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE TOOLED OR RODDED, NOT RAKED.
Q RAILINGS 200 #/LF LOADS FOR THE PURPOSES OF THE DETERMINING
Z DEFLECTION LIMITS HEREIN. -1• TRU55ED GALVANIZED STEEL HORIZONTAL REINFORCING 15 REQUIRED AT 16" MAXIMUM INTERVALS
Y: INCLUDING CORNERS, INTERSECTIONS AND PILASTERS. HORIZONTAL JOINT REINFORCING SHALL BE
Room requirements (] 303 through 8305)
rtr DUR-O-WALL OR EQUAL.
ROOM AREA HEIGHT LIGHT % VENTILATION % E67RESS 6. IN ADDITION TO REINFORCINe INDICATED, &RADE 60 #4 REINFORCING DOWELS ARE REQUIRED AT
48" O.G. INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 50" WHICHEVER 15
= SITTING RM 249 5F VARIES 68.84 Sr 26 40.99 SF 16 28.34 SF 15 GREATER, AND ENGA5ED IN &ROUT FILLED CELLS. FULL HEIGHT #4 BAR:5 ARE REQUIRED AT 96"
000- INTERVALS WITH FULLY &ROUTED GELL5. BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION
SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE.
CD
STRUCTURAL STEEL (5G2203-BG2205)
C _
I. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN
E INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS.
WHERE CONFLICTS OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY: Area calculations
v
a RESIDENTIAL CODE OF NEW YORK STATE
DESCRIPTION AREA REMARKS
BUILDING CODE OF NEW YORK STATE I !
� PROPOSED FIRST FLOOR 1,521 Sr PROPOSED b GAR GARAGE
N THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES PERMIT #38568 - ACTIVE, UNDER CONSTRUCTION
SHALL BE IN ACCORDANCE WITH EITHER THE AI50 LOAD AND RESISTANCE FACTOR DESIGN PROPOSED SECOND FLOOR 1386 SF 1
c -ALL HABITABLE RROMS SHALL BE: PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISG-LRFO), AISG SPECIFICATION FOR PROPOSED R/O PORCHES 9l SF
STRUCTURAL STEEL BUILDINGS-ALLOWABLE 5TRE55 DESIGN (A150-ASO) OR A15G SPECIFICATIONS
8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS (AI50-H55). WHERE REQUIRED, THE
PROPOSED POOL HOUSE 340 SF
DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE SEISMIC DES16N OF STEEL STRUCTURES SHALL BE IN ACGORDANGE WITH THE ADDITIONAL
PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING PROVISIONS OF BG 2212. PROPOSED R/O PORCH 56 Sr
o OCCUPANTS. THE MINIMUM OMNA13LE AREA TO THE OUTDOORS SHALL BE 4% OF THE
FLOOR AREA BEING VENTILATED. (R505.1) ANSI/AWS DI.1 "STRUCTURAL WELDING CODE-STEEL", LATEST REVISION. PROPOSED OPEN TRELLIS 595 5F
a *EXCEPTION:
THE GLAZED AREAS NEED NOT BE PROVIDED? IN ROOMS WHERE MECHANICAL VENTILATION IS 2. ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD
o PROVIDED AND ARTIFICIAL LIGHT 15 PROVIDIED CAPABLE OF PRODUCING AN AVERAGE GUTTING OR DRILLING, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON THE DRAWINGS. ALL
0
ILLUMINATION OF b FOOTCANDLES (6.46 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF FRAMING MEMBERS SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED,
30" ABOVE THE FLOOR LEVEL. (R303.1, EXCEPTION 2) STENCILED OR PAINTED.
1^ - PROVIDE 110 GFM MECHANICAL VENTILATION IN BATHS WITH NO VENTING WINDOWS. (R505.9)
3. ALL FIELD CONNECTIONS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFORMIN& lu
° TO A5TM SPECIFICATIONS A325 OR A490 AS SHOWN ON THE DRAWIN&5. THE FAYIN& SURFACES �►J �� '
Q OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS.
General conditions ALL BOLTS SHALL BE ELECTRO-ZING PLATED. i n
4. ALL STRUCTURAL STEEL SHALL BE A5TM A-36 (FY = 36 KSI)
_ 1. ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH a s
a APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INGLUDIN6 BUT NOT LIMITED TO THE 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 3/4" AND A5TM A-325 Abbreviations & Symbols
FOLLOWING: AND MEET AISG SPECIFICATIONS, SECTION 1.16, WELDS TO BE ETOXX AND MEET AISG u
v - -RES DE>O1IAL GODS: OF NEW YORK STATE 2010 SPECIFICATIONS, SECTION 1.17. ALL SPECIFICATIONS TO BE LATEST REVISION. x//f lg
-ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2010 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. z
ALUM ALUMINUM
L -MECHANICAL CODE: OF NEW YORK STATE 2010 BF BI-FOLD ® CONST. NOTE # SECT/DTL #
-FUEL AND 6A5 GORE OF NEW YORK STATE 2010 BRN6 SEARING # SHEET # Revisions: 07.22.18: AS PER OWNER
�I T ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS.
n WHERE CONFLICTS ARISE, THE MORE 5TRINGENT REQUIREMENTS SHALL APPLY. GJ CEILING JOIST ALL DRAWINGS,5PEGIFICATONS AND coPIn THEREOF FURNI5HED BY THE ARCHITECT ARE AND SHALL REMAIN
CK THE PROPERTY PROPERTY OF THE ARCHITECT. THEY ARE To BE USED ONLY WITH RE5PEGT TO THI5 PROJECT AND ARE
"' 2. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATION OF WORK WITH ALL TRADES 50 THAT 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED W1TH 5/8" DIAMETER STEEL BOLTS AT I6" O.G. GLNG GEIL�NG DEMO NOTE DTL # ( NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY
NO CONFLICT OR DEFICIENCY R'.E5ULT5 IN THE COMPLETED WORK. STA66ERED. SHEET # REouCATIO TS OR FOR OTHER FUTHE AP I CONNECTION WITH THE PROJECT IS NOT E BE CONSTRUED As
o COGO GLEAN OUT / CASED OPENING I PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS.
`V 9. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND A55UME5 NO CONT CONTINUOUS
N RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. GT COLLAR TIE
GMU CONCRETE MASONRY UNIT 02 DOOR TAG # #
INT. ELEV. #
4. THE CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY STRUGTUR?�L LUMBER (8502, 8602, 8802) D DRYER # SHEET #
TO CONDUCT THE WORK AND COMPLETE THIS CONTRACT. THE CONTRACTOR SHALL OBTAIN THE DIA DIAMETER
BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL I. ALL FLOORS, WALLS, CEILINGS 4 ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN __..._ Proposed
a WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK STATE
BE PERFORMED IN STRICT ACCORDANCE DJ DECK JOIST //� -/¢`-- --
CIVIL AGENCIES HAVING JURISDICTION THEREOF. OR IN ACCORDANCE WITH AF4PA / ND5 AND A5CE-7. DN DOWN �A� WINDOW TAG m REVISION _� �-
v UPON COMPLETION OF THE WORK PROVIDED FOR IN TH15 CONTRACT, AND BEFORE FINAL PAYH yy
PAYMENT SHALL EN EACH Kppq DISH A'(
BE MADE, THE CONTRACTOR 5HALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF 2. ALL LUMBER SHALL BE DOUGLAS FIR 00145TRUGTION GRADE #2 OR BETTER WITH THE FOLLOWING FAI FRESH AIR INTAKE °52,30„ W 5 75 1250
�- OG•GUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED BY THESE VARIOUS AGENCIES. MINIMUM 5TRE55 GRADES: FF FIN15HED FLOOR 5 6aQ0-16
5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT TO REVISION AS FJ FLOOR JOIST N
PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED BENDING STRESS FB = BASE: 875 ADJ: 1107 PSI FR FIRE RATED in son ove
BY THE ARCHITECT. SHEAR STRESS FV = C15 P 61 &ALV GALVANIZED
6. THE CONTRACTOR SHALL SECURE CON5TRUGTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY MODULUS OF ELASTICITY E= 1.6 X 10 PSI &WB &YPSUM WALL BOARD SITE PLAN Private Road
STANDARDS. THE CONTRAGTO'Z SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER HT HE16HT
ON COMPLETED WORK, OR WORK IN PROSRES5. 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE Ib GAUGE GALVANIZED STEEL BY SIMP50N OR EQUAL. LVM LAMINAATE VENEER LUMBER SCALE: V=100' East Marion, New York 11939
7. THE CONTRACTOR SHALL ASSUIME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES 4• ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE (PTP) TIMBER. MFe'D MANUFACTURED
WHERE NF-CE55ARY OR WHERE GALLED FOR IN THE DRAWING5. NT5 NOT TO SCALE SITE INFORMATION AS TAKEN FROM A SURVEY BY
8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR 5. ALL LOAD BEARING DIMEN51ON LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A O.G. ON CENTER NATHAN TAFT GORWIN 111, L5., DATED MAY 13, 2013
REPLACED TO THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE LUMBER GR:ADIN6 OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION PG POURED CONCRETE
CONTRACTOR'S EXPENSE. BODY THAT COMPLIES WITH DOG P5 20. PTP PR:E55UR.E TREATED PRESERVATIVE
R RISER LPA Architects, LLP
9. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER 50 A5 TO NOT IMPAIR THE STRUCTURAL RD ROOF DRAIN
INTEGRITY OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OGGUR REF REFRIGERATOR
A5 A RESULT OF THE W 8)WORK,, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE PLUMBING AND HEATING WORK (P2502, $ R303. REQ'D REQUIRE? MINIMUM PIPE INSULATION SHALL COMPLY W/ TABLE 504.5 OF THE ENERGY ARCHITECTURE PLAN N I NG
CONTRACTOR SHALL BEAR ANY AND ALL COSTS A550CIATED WITH WORK DISCONTINUATION, MATERIALS - RR ROOF RAFTER Riser diagram (no scale) CONSERVATION CONSTRUCTION CODE OF NY5. w w w. I p a- p I a n s . c o m
T'ESTIN6, REPAIR AND ALL MISCELLANEOU5 RELATED ITEMS. I. PLUMBING - SANITARY, GOLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORM TO 5CDHS SUFFOLK COUNTY DEPARTMENT
10. THE TERM "OWNER" SHALL REFI=R TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS ALL LOCAL, COUNTY 4 TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE OF HEALTH SERVICES
AGENTS OR REPRESENTATIVES. RESIDENTIAL CODE OF THE STATE NEW YORK. 5H SHOWER
11. THE CONTRACTOR'S A61REEMEN'IT TO ENTER INTO THE W
WORK SHALL SUFFICE A5 THE CONTRACTOR'S SK SINK 21 Greeley
rreeel Paul Associates,Architects LLP
ACCEPTANCE OF THE TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL 2. THE USE OF LEAD SOLDER IN PIPING WTel: 631 589 2914 Fax: 6311 I 589 6 6935
JOINTS 15 STRICTLY PROHIBITED UNDER LAW. TS
TREAD eyAvenue Sayville,
AGREEMENTS BETWEEN OWNER AND CONTRACTOR. TS TERMITE SHIELD T9
TYP TYPICAL VENT THROUGH VENT THROUGH Ipa-plans.com z °z
12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPE5 5HALL BE INSULATED. UON UNLE55 OTHERWISE NOTED 4 THE ROOF Q THE ROOF
UTILITIES, ALL SUPPLY, WASTE ,AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF VIF VERIFY IN FIELD
WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. HEATING AMODIFY AS REQUIRED TO BE SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO ODQW WASHER 14" I4"
W/ WITH
13. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE I ;
WH WATER HEATER
FACILITIES FOR THE IN5PECTION OF ALL PARTS OF THE RK. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE.
14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR SU55TANDAIRD SHALL BE WOOF ANY ITEM ON THIS DOCUMENT f"� A ,)MM WELDED WIRE MESH UNAUTHORIZED ALTERATION
�
IS A VIOLATION OF l•
REMEDIED AT ONCE, RE6ARDLE55 OF PREVIOUS INSPECTIONS. 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS 4 PAY ALL FEES REQUIRED FOR i NEW YORK STATE LAW. C3�� ►�`�,I�,�CfxJl
15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAYilN&5, DIRECTED BY THE ARCHITECT HIS WORK.
AND AS PER 51TE CONDITIONS DEMAND, SHALL BE D151-OSED OF PROPERLY IN APPROVED WALL LEGEND• CONCRETE � t,
I �- � Issue Date: 11,10�-Z�' '�►"`?� . �G 0,.�
CONTAINER CKJT OF THE PATH OF CONSTRUCTION AND AWAY FROM THE PUBLIC, OUT OF THE PATH OF III/2" I 1 111:211
CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC, AND TO BE CARTED TO APPROVED , I'
LAND FILL SITE BY LICENSED CARTERS. 1 _____I EXISTING WALLS REMOVED KI ;�'(�}-{E�( T-iW R }�
16. ALL NEW WINDOWS AND SKYL16HT5 TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT, MN. I.EGTRI G/�L WORK ( E3301) Project Date:
OR EQUAL . ALL WINDOW TYPES AND SIZES SHALL BE A5 INDICATED ON THE CONTRACT DRAWINGS. I. CMU WALLSSEPT; 2012
WINDOW 6LAZIN& SHALL BE HIGH PERFORMANCE OR "E" TYPE &LAZING. FURNISH FIBER6LAS5 INSECT ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE-RESIDENTIAL CODE OF y ;, ;;.,, , >. 15T FLR FAI
}. Scale: .I
SCREENS WITH ALL NEW WINDO'N5. NEW YORK STATE, THE NATIONAL ELECTRIC CODE, THE LOCAL POWER GO. AND ALL NEW POURED CONCRETE WALLS 2" I I/2" 3"
17. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF APPLICABLE LOCAL R:EGULATION5. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY AS NOTED `~��'�Ny
W d 9 C
WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK ALL FEES REQUIRED FOR H15 WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION
AGREE WITH SAME. INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRITERS GA�i
O GO :�
A550CIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY WALL LEGEND: WOOD PRIME 4 Project# Drawn: Sheet
_ 18. IF IN THE COURSE OF GONSTRU��TION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS UPON COMPLETION. HOUSE TRAP TO SGDHS APPROVED
INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. t EXISTING WALLS REMOVED SANITARY SYSTEM 12039 EPH
SHOULD HE FAIL TO FOLLOW T1415 PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DR:AWING5 AND IN
RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. �� EXISTING WALLS CRAWL Job: Check:
19. &RAVIN& AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING.
Sinclair/Schiff KMP
20. DO NOT SAJN
SCALE DRIN65. WRITTEN DIMEN51ON5 SUPERSEDE 50ALED DIMENSIONS. 3. ALL ELECTRICAL FIXTURES, SWITCHE5 AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. NEW WALLS
21. IT 15 THE INTENT OF THESE DR fWVIN65 TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED
CONSTRUCTION. HOWEVER, FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION THAT MAY NOT COVER
HAVE BEEN EXHAUSTIVELY DETAILED.
8"
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J—� EL:52.5 12— Sheet Notes:
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O b
101-411 51-411 101-411
Foun anon notes:
12
8'-o" I 8 DONE FILL BELON FOOTINGS IF REOURED, SHALL N/ CONCRETE HAVING A 28 DAY COMPRESSIVE
U0 TYP
24 STRENGTH OF 3000 PSI.
z - ALL FOOTINGS SHALL HAVE A MIN 3'-0" OF COVER
" - VERIFY ALL DIMENSIONS IN FIELD
U PROVIDE MASONRY PLATFORM
AT DOOR AS INDICATED - Q - PRIOR TO START OF WORK.
- ALL WOOD MEMBERS IN CONTACT W/ CONCRETE TO
10113 BE PRESSURE TREATED PRESERVATIVE (PTP) LUMBER
+1 TYP LUMBER.
T.O. ATTIC/LOFT
- - ALL NEW EXPOSED SLABS ON GRADE d GARAGE
V) ! --�- — SLABS SHALL HAVE A MIN. COMPRESSIVE STRENGTH
= EL:43.01
z - p HATCHING INDICATES OF 3500 P51, SEE TABLE R4022 ON RG-I
! _ DEPRESSED FOUNDATION --
W1.75X"I�5 I. E J LV4-CONTINUOUS BOX BAND "
5 --- ____' / \ KEYED TO 8"X18" POURED CONCRETE FOOTING
68 O 10 NON) POURED CONCRETE FOUNDATION WALL
- ----'-------'--- - ----L- -- -- --r------ 1- I l y l / \ VV/ (2) #4 BARS CONTINUOUS HORIZONTAL
I I
I
.,, -.•11....1.1 . . .,:
ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE
-;;�.=s, .:;�,;•.:^: �:•'~:•rs;, :... . , . , �
----- ---- — — — _ _ Iii YI i
' -- -- ----- ---- ---- --- - _ � ' �' I I , , _ 3000 P51 ® 28 DAYS.
STRENGTH OF
21 = I ! ; ; ; ; �o ALL FOOTINGS TO REST ON UNDISTURBED 501L
III 5 I ''I I =__ - ! ! I ! ! ; ; In
O WITH A MIN. SOIL BEARING OF I TON/5.F. WITH A
10 3/4" N V 1 '1 I 2 1 `9 ' �! ! i i T i i ; ; MINIMUM OF 36" OF COVER.
� w
.,., :
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z 2 ';Ilio O I :•I I — PROVIDE 4 INSTALL 1/2"X 18" ANCHOR BOLTS
J Q I .r ® 36" O G W/ 7" MIN EMBEDMENT SEE RG-2
n = '
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Crawls ace - - �' H r : _,.,_ _: - ;�(' , = ;: , .! _1i
cn _ p - I <I - _ _ _ 6 MIL VAPOR BARRIER
- N I — — o - - _7,..1 T.O. SUBFLR 1- r.
�• ' ' -•j- ?� N O3 4 PG SLAB
O I I 1 I 7'-O" GLG HT ..J 1 "r"_ 34.33
WH 2'76115 FNH N 50611 FAH 2'76 I I t ® SIMPSON HDU5 5HEARWALL TIEDONN ADJACENT II51 I I
f :.. „.
i IJU --l , TO DOUBLE STUD AT WINDOW OR DOOR
ABOVE24'-4" (SEE UPLIFT CONNECTIONS SHEET RG-2)
O 2'_b1
-1
I I I I I I O PROVIDE STEP FOOTING AS REQU I RED
IQ
D
LU i �;''; 1 IN 3 I ', I I I I I GRADE I I I I I
I I I r I I EL:3o.o I I i
Plan notes:
U
SOUTH ELEVATION
WEST ELEVATION
DOUBLE J015TS UNDER ALL PARALLEL PARTITIONS
d - ~ _ _ _____ I j I r------- -- = n_ r n l I I I AND AROUND ALL OPENINGS.
_ o SCALE:�1/4 —1 -0 I SCALE: 1/4"=F-0" I
•-------------------- — 4
INSTALL BRIDGING IN ALL FLOOR 3 FLAT ROOF
� I �•• `•'�,"-'='�.-••�•�"�•�=-�••='°•='==-•�='�'�'�"�''' '' - � I TYP N I I i I I I I I I I I JOISTS, CEILING JOISTS, 3 BEAMS. BRIDGING SHALL
_ -- r--'� r---r-'------------------------�, r-----------r----T------------------rJ---JT- J, BE INSTALLED ® 8'-1011 O.C., MAX. t SHALL BE SOLID
I-I +- ---------------------- L_--� L---L------------- 3 L-----------1----J------------------I----J------------� HOOD BLOCKING, 2 X DEPTH OF MEMBER OR 18
j I GAUGE METAL STRAP BRIDGING.
PROVIDE GAT5 AT ALL LOAD BEARING NALL5.
ry
Z - *-----Y r----� — .- ~_J T.O. RIDGE
I I 12 I EL:52.5 - VERIFY ALL DIMENSIONS IN FIELD
i I O I
PRIOR TO START OF WORK.
57
'-- - ALL HOOD MEMBERS IN CONTACT WITH CONCRETE
TO BE PRESSURE TREATED PRESERVATIVE (PTP)
PROPOSED FUTURE FOOL
LUMBER.
EQUIPMENT TO BEL G TEP
= IN CRAWL A5 INDIG D 12
PROVIDE 4X4 ROUGH-SAWN CEDAR POSTS O SOLID BLOCKING TO JOIST OR GIRDER BELOW
N1 VERTICAL ROU&H-5ANN CEDAR
C° AND HINGED DOOR WITH STAINLESS STE LS O PROVIDE b INSTALL 'FANTEGH' #PBIcfO
24 HARDWARE AS INDICATED FOR OUTDOOR PREMIUM BATHROOM EXHAUST FAN
0 SHOWER SURROUND ® 10TU5GAN BADS PERMACAST
AS MFG U N 'HBA G'
c ® 14' X 6" TRENCH DRAIN AT DOOR THRESHOLD
MH
1 10 PROVIDE NALL MOUNTED LADDER TO ACCESS
Ly
2-O 10-O 2-O 50"X24" SCUTTLE OPENING TO LOFT STORAGE
q 1-
61-011 141_0" 61_011 T.O. ATTIC/LOFT
EL:43.0�1
26'-011 - ! Elevation notes:
j - ALL SOFFITS/PORGH CEILINGS TO BE IX6 T46
L' - ! ! I ! ji I i i b BEAD BOARD PLANKING AS MF6'D BY 'AZEK'
i
FOUNDATION PLAN
N IIIII Hill 11111 111 - ! i i i iii ' ' TYP O
TNT
III TYP AT 5 1/2" TO WEATHER COLOR AS PER OWNER
18", #ICEDAR SHINGLES
I ' ! ; III
SCALE: 1/4"=1'-0" TMP I ' ' 1 2 ki 1811, #1 CEDAR PERFECTIONS AT 5 1/2" TO WEATHER
II I I I
i i ! GOLOR/FINI5H: BLEACHING OIL AS PER OWNER
0
Illii iii ! ; ; VIII III ; ;
CONCEALED NGEALE FLASHING
3O
- T.O. PATIO �''' -' -r
7 v _
_ k Y t k "' _F".
-
:
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, . - - - -~ - I ,. : 1 A s,.'...+- t_ /' , -... ....� ..:,c moi...-.1.111 r''-
t ti+ 4... - ND EAMLESS ALUMINUM GUT�'ERS d
r, I I!M I� m l
7: Y 1 ri,
:.I Y.�... d_ lY
'i• - - •'�- --� ,r""w - ?9 EL:34.5 - 'i, tf'l'' �-? � --_ LEADERS AT ENTIRE H
,- _,.; ., � e,--•,., � ,;-•fir- r l' '�"'.. ? ;I I• -1--,,_ -� OUSE VERIFY LOCATION OF
t 1 "'
-.. „ , ,,,_„_—"_.^.._i-°'^_,;,__....,..,..., .....:. __• ,-^,: ,_, .,__ ,__ _.., ,.,._,: .__.'' _ { i:.,.,... - r .w. =71..1.1.__..-
p LEADERS N/ARCHITEGT PRIOR TO INSTALLATION
_:.�,-_I ._ :r.; ,,;,.:--•—;.. •----»�. � -:-»-=�:. --,1. v—.—.. r=�-,_--- T.O. SUBPLR �, r•,��
,; .,...:r r_. r.._,• „ ::...,�, .."1, 1,-., as"- EL:34.33 II ,_.�-" _ ._.a-- I
.. .•.. :, .� -, _ �- I 1 ..-, �L�� ,,__, :.J�-s-°._.�.;v"I, .,_,,.t. .,: ..':._.,_:.__�. ' _ - , -,r-�:;.'t"= 10 � HBdG 'PERMAGAS
r SCAN
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5
T COLUMNS TU
I
Vy/
- i .-.1:'"..:.i
�' - -,; � ,.::._....,._ *fir-` .7_:. r-- fir^ / .._..-•_, - _ =.,r:
GAP $ BASE AS SELECTED D O R
o ,._, ..,.,.... ..... I,.. I /,._.I _ „ ;:i _ ,: I b I I/8" X 2 1/411 (AZEK' SOLID GROWN O
„ I :.. Q 1 � 1 n �.. —,'....�..,,..-'-. .. I d� .I I a. I I J, e _ —:I---.,.- �' ,....,.
- u - 1- v I u I ..r _......,L,-.. ,,,...:..I .:.L.._t.;..-.:w_., ,.1 -P_ 17 I ..,L. '..,_,
H-SAWN CEDAR POSTS t,�.. . _11 .. II .-. .. .,,., .._ ..,,_ �_.,.,,..,,..,.._.a •._ .,.,.... _~ -n:. ...1 _. -. � ......,.,_. M. ,_ ..,:._.:. I, ,. ...�:-: ,__..,.. -.... ".a<_,.=. ,. _ , ,___ .. _ 1 ,�t-.-_:..:�...::�' r.-..,d;- OVER
U? PROVIDE 4X4 ROUG �� ,1
t " ...k,.; I, m-..1 .:� _,,,_ .. ,..�_..;I ' "' i_ 7 i 1•_, f X " ., -''I 7 7, F:.- �" ( 1 „`::1. ?. (, 7 (,. _t i•_,q t I I
4-O I I O
�-I�,:, I,:.:, „ -':,.,, - x•W4-.!t J' >�"_,: _~,,._.I J _. P I IXIO AZEK CONTINUOUS FRIEZE BOARD
- „k
"- W/ VERTICAL ROUGH-SANK CEDAR (PANE S - - - _ __
,
14.
1 1.1^1.:;.1—. _ 11 .�ii. .,,,.—.._. I,:_...•
Qe I�_v4:-.• . .i , - ._.. .i; .G - -,..k ,d I,..a_,...k ti ..,. .:Al' .fi r + _ .n ,i, - { ._i .''i i -.!i,.J:.,!' I -
E VENEER
, ,,.,, n...,t„r yy a..,. .. pp y y
AND HINGED DOOR WITH STAINLESS 5TE L L ,
,
n k [_ :__....._ L. I •- If ..r... Y 1. .. ::... ..Y_... I.....”11 _n-.•,,,Y i. 11 n ._Y I,, '„:: M1 „JI .:..Jr I. '«.! i li--•� ,tet
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w _,..•.., _,,,...,:..:. Y a_„^..,t:.:..,, ,,. r,„ a _:.q „ I 7 CULTURED STONE
1.1 _ ,..._...,, :,rv.,... _ �•-.
.. :,».:r' ...,: ,.
ar• li N. ( .. 'I II. 1 .I a L. .. Il....1 .. ..
A WARE A5 INDICATED FOR OUTDOOR -:~, � , -,:• ,: ,
H RD , ..:.,, I_ •� ..,r.:. .,,.kt:�•f;-,,..,t ,ra:�::l
ri .m
a� SHOWER SURROUND -
L
1
,.,.�,�„..1_• I I �1 ti r '
i I : .., I EL.30.0 I I I 1
:
WALL MOUNTED SPLIT I
DUCTLESS A/C UNIT
.Z.. -
I NEW 5068 CUSTOM SOLID GORE DOOR W/ GALVANIZED MESH SCREEN INSERT NORTH ELEVATIOr N
I TO ALLOW FOR FRESH AIR VENTING, SCALE: 1/4"=F-0” I III
III
I I
L rL-~--------, r--------J, r`------------------------�,---� r�-_� ReVISIons: ,&0-7.22.18: AS PER ONNER
-__---- I I -------J L__ ----------------------J___J L__J ALL DRAWIN65,5PEGIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN
I 2- X8 i ! L------ -----_J
_ 1 I I I t THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THI5 PROJECT AND ARE
+--� --- _ 1 , r � I NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REHJLATORY
LU ;z4- .___. - - _� _ --� 1� I---- I I REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS
Outdoor oil� _ I --.I ,a • r-L--� _ `—————- r_————J — PUBLICATION IN DER06ATION OF THE ARCHITECTS COMMON LAN COPYRIGHT OR OTHER RESERVED R16HT5.
It i L
(74 2r'4 rA _
-
NN _ --------------------- -
L I I • L
I - --- - --
T- r 20,68 i ABO I..V z J �? I / \ O
E >_ to I i_-___ ' APE TO ---- 1 ; ---T_ -- _ - EAST ELEVATION — Proposed
.--
XT
,
- --------
EAST-- ! - Construction Notes:
o t! I a
_; •� dp - O
Q cv ry - 1 L _.-: -- I �_ o SCALE: 1/4"=F-0" -
la-
- —
ttin
-- --- -_
BENCH -- •-. 1..:-..._..._.�"- ------- n 1 - ROOF
in son ove
= EL, 45 �� I 18", #I CEDAR SHINGLES - 51/2" TO WEATHER
CEDAR BREATHER UNDERLAYMENT
p Private Road
2X8 I 30# FELT BUILDING, PAPER
_......_..__._ 1St' -
--L-2
R 11. - — ry- r ty - �- DN Typical Elevation notes:- 24 1/2" GPX PLYWOOD SHEATHING
! I I _
L.
`2, 6GT ® I 5F
PROVIDE AUDIO SHELF IN/ -2-2
I --'-T
RECEPTACLE ® 7' AFF FOR 2 X 8 ROOF RAFTERS ® ib" O/G ON)
I I ! _ J --- 2 X 6 COLLAR TIES ® IG," O/G/ (UON) ,
POWER 6 AUDIO SUPPLY ROOF: W XL 2 X 8 CEILING JOISTS ® Ib 0/0 NON) East Marion, New York I 1939
2-2X8 - -- -2x 18", #I CEDAR SHINGLES - 5 I/2" TO WEATHER H2A HU E CLIPS INSULATION - SEE SCHEDULE
u COLOR/FINISH: AS PER OWNER 7V ® IG," O. I/2" GYPSUM BOARD - TAPE SPACKLE 3 GOATS
0A21 - A21 ° RAKE: 11 NALL:
2 I/4" SOLID GROWN, 'AZEK' OVER Attic tt1C 8 18", #1 OF-PAR PERFECTIONS - 5 1/2" TO WEATHER
"
mO ---I - - - I I: Ih �: ❑6 Ii
a
- CEDAR UNPERLAY
M
ENT
LPA Architects,
rchitects,
LL L'_-___- IX8 'AZE ' FASCIA BOARD OVER 6FASCIA N/ DRAFTRETARDER (TYVEK OR EQUAL) CH TECTURE PLANNING P
I/2" GDX PLYWOOD SHEATHING
HATCHING INDICATES COLOR: A5 PER OWNER www. Ipa - pIans , com X6 'AZEK' TG BEAD BOARD SOFFIT PANELS " N
LOFT AREA ABOVE EESCHEDULE
---;- _
���_•____T • . _...__ 1 --_ FSG I�/50FF I T: 1/2" GYPSUM BOARD - TAPE 4 SPACKLE 3 GOATS
2 1/4" SOLID GROWN, 'AZEK' OVER Lemmen Paul Associates,Architects LLP
- --- - III 1ST FLOOR:
, IX8 AZEK FASCIA BOARD OVER d) Greele Avenue Sayville, NY 11782
�- r.. . \ „ 21 Y Yv
_ 2X6 SUB FASCIA N/ - FINISH FLOOR ON 2 LIGHT M16HT CEMENTITIOUS MUD BASEIF
y :
! ; 1 Tel; 631 589 2914 Fax: 631 589 6935 To
___� I � IX6 AZEK TbG BEAD BOARD SOFFIT PANELS ,- is 3/4 TQG PLYWOOD 5UBFLOOR (STURDI-FLOOR OR EQUAL) Z
`__ p�,y� -L I I W/ I CONTINUOUS SCREENED VENT is, 2 X l0 JOISTS ® 12 O.G. NON - SEE PLAN)
N I -- i !---- .. !- -- - ans.com
-Pool 1 _._ -•.__...,._..._._...,_-- 'ROUND' SEAMLESS ALUMINUM GUTTERS d DOWN SPOUTS (2) 2 X 4 PTP PLATES ON SILL SEALER
I I ( at1 O
COLOR: AS PER ONNER OVER TERMITE SHIELD
__ I_-- _-; _' 11 -_I _ - - y '� STONE: FOUNDATION FOUNDATION:
D Y OWNER UNAUTHORIZED ALTERATION
el
" 1 1 " 11 "
_. ___ ER AS SELECTED B
------;--- I 13f4 �-I I - ---- ES AS T 36 O.G. of A UMENT
.-. - 2 GULTERED STONE VENEER I/2 � X 12 GALVANIZED ANCHOR BOLTS A ANY ITEM ON THIS DOG
I _ i.__.. FLASHING 4 WEEP HOLES REQ'D --» 15 A VIOLATION of
- ;- i � INSTALL _1111 WITH 3" X 3" SQUARE BEARING PLATES .��;.�
-----! I
5,0 4_.. X0111 I 1` 011----- ' -.1'..-V"i I 5-o------- I 51-0 I---- - - / 1/ •LL: :7;711 ...ib.!.' „""Il;i '• ii = ii �6i_• iii - _ 10111 No A SON LWALL KEYED TO NEW YORK STATE LAW �\Gr ,�(,�
- I, T CORNERS � AT LAPPEDAli
- - 1 _ 811 X 181 P.C. lssue Date: G A
I
POURED CONCRETE
-L- - L ,, Ili u, ,� G. FOOTING, W/ (2) 4 BARSTGONTINUOUf
--- _...__...l------ d
_ ..;.._. ,_._--; I_ 11 18", #I CEDAR PERFECTIONS - 5 I/2" TO WEATHER II 11 I ,,'I -,;�',,,,.'.r--
" T --a4-O".. 6 O
1 ---- '.-- - +, 't -, RESANN 4 REBUTTED 'I - !; ', :::I ��!;==!' ;:i 4" P.G. SLAB OVER 6 MIL POLY VAPOR BARRIER �
'fII 1 11 II III' _„ K ONE-KOTE WATERPROOFING
- III- :I � ;
GOLOR/FINISH: BLEACHING OIL, AS PER OWNER ; -- Ii _'
�,r,-, O 4 61' ..I, . KARNA
a 26-o " INSULATION SCHEDULE: Project Date:
FRIEZE TRIM: lllliCll; - New ;;> t M s
,_=,..I'=`to �-
" 'AZEK' OVER o = "t = R-38 ® ALL FLAT CEILINGS SEPT 2012 `
2 I/4 SOLID GROAN, '�i='_'; _nl, I I Crawl space 'I,._ , X11 ,�•
IXIO 'AZEK' TRIM BOARD OVER ' R-22 ® ALL FLAT CEILINGS (AT ATTIC) " 4
5/4 X GROUND (SEE DETAIL) , �?
r _:, Q2.�
II : •ii, .; fi`, R-21 ® ALL VAULTED CEILINGS Scale:
COLOR: AS PER OWNER R-I5 ® ALL EXTERIOR NALLS (2X4)
AS NOTED
FLOOR PLAN WINDOWS: 400 SERIES R-22 ® ALL UNHEATED CRAWL SPACES 8 CELLARS
;11 II= Project# Drawn: Sheet
N iii - - - - - - - - - - - - - - - - - - - - - — Roof system:
"NOODNRIGHT" DOUBLE HUNG/AWNING TEMP. A5 REQ'D W/ ;!
it
i I. I '
SCALE: 1/4"-1' 0" I I I _ ;.: z 'I 12039 EPH
PREFINISHED INTERIORS. APPLIED EXT/INT GRILLES YV/ '�
SPACER BAR AND FULL SCREENS A5 MFG S BY AND
ERSEN LL' • .il I- I
i I I II:..:.:I II .I ::(:J0..,.,�- .,_:. .. - - ._ • '
I, �.-. �''' I ��-I II''':-ili�''L:.:I III'---I� � --- II.�_.IIi""cli'I_ II11.''11 I"_09111-_.'_ "'ll•,["-111 I'["�:.,,p--.:I.(1 11-LC�1,1 ...J . .-.._.I
Total Proposed Added S.F. = 340 Pool House) - - �V
WRAP ALL WINDOWS 8 DOORS W/5/4 X 4" 'AZEK' TRIM :,,,..-....li :_ ,: : :::1:1:_:1 I -::111: 11: =,j -„ ,--: _:_:', __1111:=='
---' --' -- - - --' THE NEW ROOF SYSTEM SHALL INCLUDE, BUT NOT BE
_, 4 t
W/ HISTORICAL 51115 LIMITED, TO THE FOLLOWING: ALL VALLEYS, EAVES, Job: Check: �
56 (r/o Porch) RAKES, GRICKET5, ETC., TO RECEIVE 6.A.P. 'STORM A2
BUILDING SECTION A-A GUARD' FILM SURFACE LEAK BARRIER INSTALLED AS Sinclair/Schiff KMP
PER MFG R INSTRUCTIONS (WHEN APPLICABLE).
ALL RIDGE AREAS TO RECEIVE 'GOR-A-VENT' CEDAR
SCALE: 1/4"=1'-0” RIDGE VENTS, INSTALLED A5 PER MANUFACTURER'S POOL HOUSE
INSTRUCTIONS.
El
zSection R301 .2.1 .2 Section R702 Section R905 Table 3 . 1 Nailing Schedule WFCM 2012 edition Sheet Notes:
0 U #of Common nails #of Box nails- 12301.2.1.2 Internal pressure.Windows in buildings lo- TABLE 8702.3.5 SECTION 8905 Joint description Nail Spacing
sated in wind-borne debris regions shall have glazed MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD REQUIREMENTS FOR ROOF COVERINGS ROOF FRAMING
per[ openings protected from wind-borne debris or the build- THICKNESS MAXIMUM MAXIMUM SPACING 1 Roof covering application. Roof coverings shall be
OF SPACING OF OF FASTENERS 8905 g a pp g RAFTER TO TOP PLATE (TOE-NAILED) 4-8D 4-IOD PER RAFTER
ingshallbe designed as a partially enclosed building in ac- GYPSUM ORIENTATION OF FRAMING (inches) applied in accordance with the applicable provisions of this GLNG JST TO TOP PLATE (TOE-NAILED)
Z
v opening" cordance with the Building Code of New York State. BOARD GYPSUM BOARD TO MEMBERS SIZE OF NAILS FOR APPLICATION , 4-8D 4-I0D PER JOIST
Glazed o (inches) APPLICATION FRAMING (inches o.c.) Nailse Screwsb TO WOOD FRAMING section and the manufacturers installation instructions.
O meet the p g protection for wind-borne debris shall (ncGLNG JST TO PARALLEL RAFTER (PAGE-NAILED) 4-IbD 4-40D EACH LAP
requirements of the Large Missile Test of ASTM Application without adhesive 8905.2 Asphalt shingles.The installation of asphalt shingles
UE 1996 and of ASTM E 1886 referenced therein. Ceilingd Perpendicular 16 7 12 13 gage,11/4"long,i9/64"head;0.098 shall comply with the provisions of this section. GLNG JST LAPS OVER PARTITIONS (FACE-NAILED) 4-16D 4-40D EACH LAP
3 diameter,11/4"long,annular-ringed;or 4d
Exception: Wood structural panels with a minimum /8 Wall Either direction 16 8 16 cooler nail,0.080"diameter,13/8"long,'1132" R905.2.1 Sheathing requirements.Asphalt shingles shall mm),fastened sufficient) to hold in lace.End laps shall be COLLAR TIE TO RAFTER (FACE-NAILED) 2-8D 2-I0D PER TIE
thickness of 7/16 inch(11.1 mm)and a maximum span head. g Ire9 p g y p P
offset by 6 feet(1829 mm)
of 8 feet (2438 mm) shall be permitted for opening Ceiling Either direction 16 7 12 13 gage,13/8"long,19/64"head;0.098 be fastened to solidly sheathed decks. . BLOCKING TO RAFTER (TOE-NAILED)
2-8D 2-IOD EACH END
protection in one-and two-story buildings.Panels shall 1 Ceilingd Perpendicular 24 7 12 diameter,11/4"long,annular-ringed;5d15 R905.2.2 Slope.Asphalt shingles shall only be used on roof RIM BRD TO RAFTER (END-NAILED) 2-I&D 2-I6D EACH END
be precut to cover the glazed openings with attachment /2 cooler nail,0.086 diameter,15/8"long, /64" R905.2.7.1 Iee protection. In areas where the average
F- Wall Either direction 24 8 12 head;or gypsum board nail,0.086 diameter, slopes of two units vertical in 12 units horizontal(2;12)or
� Hardware provided.Attachments shall be provided in �' daily temperature in January is 25°F (-4°C) or less or WALL FRAMING
accordance with Table R301.2.1.2 or shall be designed Wall Either direction 16 8 16 15/8"long, /32 head. greater.For roof slopes from two units vertical in 12 units
W to resistthecomponentsandcladdingloadsdeteiTnined Ceiling Either direction 16 7 12 13 gage,15/8"long,19/64'head;0.098 horizontal(2:12)up to four units vertical in 12 units hori- when Table 8301.2(1)criteria so designates,an ice bar- TOP PLAT E TO TOP PLATE (FACE-NAILED) 2-16D *1 2-IbD *I PER FOOT
3 zontal 4:12),double underlayment application is required rier that consists of a least two layers of underlayment ce-
in accordance with the provisions ofthe Building Code Ceilinge Perpendicular 24 7 12 diameter,1 /g"long,annular-inged;6d1 ( q mented together or of a self-adhering polymer modified TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16D 4-I6D JOINTS-EACH SIDE
of New York State. 5/8 cooler nail,0.092 diameter,17/8"long, /4' in accordance with Section R905.2.7.
N Wall Either direction 24 8 12 head;or gypsum board nail,0.0915 diameter, bitumen sheet, shall be used in lieu of normal
R301.2.1.3 Wind speed conversion. When referenced Wali Either direction 16 8 16 17/8"long,19/64"head. R905.2.3 Underlayment.Unless otherwise noted,required underlayment and extend from the eave's edge to a point STUD TO STUD (PAGE-NAILED) 2-I6D 2-I6D 24" O.G.
documents are based on fastest mile wind speeds, the Application with adhesive underlayment shall conform with ASTM D 226,TI pe I,or at least 24 inches(610 mm)inside the exterior wall line HEADER TO HEADER (FACE-NAILED) IbD I6D 16" O.G. EDGES
three-second gust wind velocities of Figure R301.2(4) d ASTM D 4869,Type I. of the building.
Ceiling Perpendicular 16 16 16 3 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6D 2-40D PER STUD
U shall be converted to fastest mile wind velocities using 3/8 Same as above for /8"gypsum board
Z Table 8301.2.1.3. Wall Either direction 16 16 24 Self-adhering polymer modified bitumen sheet shall Exception: Detached accessory structures that con- BOTTOM PLATE TO FLR JST BAND-15T,Q - Ceiling Either direction 16 16 16 1 5 comply with ASTM D 1970. tain no conditioned floor area. ENDJST OR BLOCKING (FACE-NAILED) 2- IbD *1,2 2-IbD *1,2 PER FOOT
1/2 or 5/g Ceilingd Perpendicular 24 12 16 Same as above for /2'and /g"gypsum
board,respectively R905.2.4 Asphalt shingles. Asphalt shingles shall have
TABLE 8301.2.1.2 Wall Either direction 24 16 24 FLOOR FRAMING
CIO self-seal strips or be interlocking,and comply with ASTM R905.2.7.2 Underlayment and high wind.
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE Ceiling Perpendicular 16 16 16 i y g JST TO SILL, TOP PLT OR GDR (TOE-NAILED) 4-8D 4-IOD PER JST
FOR WOOD STRUCTURAL PANELS � � � Two g � Base ply nailed as above for /2"gypsum D 225 or D 3462. Underlayment applied in areas subject to high winds
FASTENER SPACING 3/8 layers Wall Either direction 24 24 24 board;face ply installed with adhesive [greater than 110 mph(177km/h)per Figure R301.2(4)]
4 foot 6 toot For SI: 1 inch=25.4 mm. 8905.2.5 Fasteners.Fasteners for asphalt shingles shall be shall be applied with corrosion-resistant fasteners in ac- BRIDGING TO JOIST (TOE-NAILED) 2-8D 2-IOD EACH END
FASTENER Panel span < panel span < panel span 1 galvanized steel,stainless steel,aluminum or copper roof-
s 4 foot s 6 foot 5 8 foot a.For application without adhesive,a pair of nails spaced not less than 2 inches apart or more than 21/2 inches apart may be used with the pair of nails spaced cordance with manufacturer's installation instructions. BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-IOD EACH END
Et-� TYPE 12 inches on center. ing nails,minimum 12 gage[0.105 inch(2.67 mm)]shank Fasteners are to be applied along the overlap not farther
l 21/2"46 16" 12 9" b.Screws shall be Type S or W per ASTM C 1002 and shall be sufficiently long to penetrate wood framing not less than 5/8 inch and metal framing not less than with a minimum /s-inch(9.5 mm)diameter head,ASTM F BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-16D EACH BLOCK
N Wood screws 3/8 inch. 1667,of a length to penetrate through the roofing materials apart than 36 inches(914 mm)on center.
LU21/2 tt8 16" 16" 12" c.Where metal framing is used with a clinching design to receive nails by two edges ofinetal,the nails shall be not less than 518 inch longer than the gypsum board and a minimum of 3/4 inch(19.1 mm)into the roof sheath- LEDGER STRIP TO BEAM (PAGE-NAILED) 5-I&D 4-I6D EACH JST
I� Wood screws thickness and shall have ringed shanks.Where the metal framing has a nailing groove formed to receive the nails,the nails shall have barbed shanks or be 5d, ing. the roof sheathing is less than 3/ inch 19.L mm 8905.2.8 Flashing.Flashing for asphalt shingles shall com-
a' 131/2 gage,15/s inches long,15/64-inch head for 1/2-inch gypsum board;and 6d,13.gage,17/8 inches long,15/64-inch head for 5/8-inch gypsum board. g g 4 ( ) g g p g JST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-I0D PER JST
O For SI: l inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 0.454 kg, thick the fasteners shall penetrate through the sheathing. ply with this section.
lmileperhour=1.609 km/h. d.Three-eighths-inch-thicksingle-ply gypsum board shall not be used on aceiling where awater-based textured finishistobeapplied,orwhere itwill berequired to P g g BAND JST TO JST (END-NAILED) 5-I&D 4-16D PER JST
� support insulation above a ceiling.On ceiling applications to receive a water-based texture material,either hand or spray applied,the gypsum board shall be Fasteners shall comply with ASTM F 1667.
a.This table is based on 110 mph wind speeds and a 33-foot mean roof height. applied perpendicular to framing.When applying a water-based texture material,the minimum gypsum board thickness shall be increased from 3/8 inch to R905.2.8.1 Base and cap flashing.Base and cap flash- BAND JST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D *1 3-IbD PER FOOT
b.Fasteners shall be installed at opposing ends of the wood structural panel. 1/2 inch for 16-inch on center framing,and from 1/2 inch to 5/8 inch for 24-inch on center framing or 1/2-inch sag-resistant gypsum ceiling board shall be used. R905.2.6 Attachment.Asphalt shingles shall have the min-
e.Type X gypsum board for garage ceilings beneath habitable rooms shall be installed perpendicular to the ceiling framing and shall he fastened at maximum 6"o.c. imum number of fasteners required by the manufacturer. ing shall installed in accordance with manufacturer's ROOF SHEATHING
d.Where screws are attached to masonry or masonry/stucco,they shall be by minimum 17/8"6d coated nails or equivalent drywall screws. installation
instructions.Base flashing Shall be Of either
attached utilizing vibration-resistant anchors having a minimum ultimate For normal application,asphalt shingles shall strip
secured to
withdrawal capacity of49oponnds. the roof with not less than four fasteners per strip shingle or corrosion-resistant metal of minimum nominal
El two fasteners per individual shingle.Where the roof slope 0.019-inch(0.483 mm)thickness or mineral surface roll STRUCTURAL PANELS SD IOD 6" EDGE / 12" FIELD
>7 exceeds 20 units vertical in 12 units horizontal(20:12),spe- roofing weighing a minimum of 77 pounds per 100 DIAGONAL BIRD SHEATHING
sial methods of fastening are required. For roofs located square feet (3.76 kg/m). Cap flashing shall be corro-
z Sion-resistant metal of minimum nominal 0.019-inch 111X6" OR
where the basic wind speed per Figure 8301.2(4) is 110 111X8" 2-8D 2-IOD PER SUPPORT
Z mph(177 km/h)or greater,special methods of fastening are (0.483 nun)thickness. I"X1011 OR WIDER 3-8D5-IOD PER SUPPORT
rt, required.Special fastening methods shall be tested in accor-
S ection R703 dance with ASTM D 3161,modified to use a wind speed of R905.2.8.2 Valleys.Valley linings shall be installed in CEILING SHEATHING
110 mph(177 km/h). accordance with manufacturer's installation instructions GYPSUM WALL BOARD55 COOLERS 5D COOLERS '7" EDGE / 10" FIELD
TABLE R703.4 before applying shingles.Valley linings of the following
o WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS Shingles classified using ASTM D 3161 are acceptable types shall be permitted: WALL SHEATHING
(° TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERSb d for use in wind zones less than 110 mph.Shingles classified
rn using ASTM D 3161 modified to use a wind speed of 110 1. For open valley(valley lining exposed)lined with STRUCTURAL PANELS SD IOD b" EDGE / 12" FIELD
oFoam mph are acceptable for use in all cases where special fasten- metal,the valley lining shall be at least 24 inches FIBERBOARD PANELS
NOMINAL SHEATHING Wood or wood Fiberboard Gypsum plastic
THICKNESS' JOINT PAPER structural panel sheathing Into sheathing Into sheathing Direct to Number or spacing ing is required. (6 10 mm)wide and of any of the corrosion-resis-
- SIDING MATERIAL (Inches) TREATMENT REQUIRED sheathing stud stud Into stud studs of fasteners tant metals in Table R905.2.8.2. '7/1611 6D *3 - 3" EDGE / 6" FIELD
R905.2.7 Underlayment application.For roof slopes from
c`V - 0.120 nail 0.120 nail 0.120 nail 0.120 Not 2. For open valleys,valley lining of two plies of min- 25/32" SD *3 - 3" EDGE / b" FIELD
57 0.019` Lap No I It,"long 2"long 2"long nail' allowed two units vertical in 12 units horizontal(17-percent slope),
Without u to four units vertical in 12 units horizontal (33-percent era)surface roll roofing,complying with ASTM D
w insulation p ( p GYPSUM WALL BOARD 5D COOLERS 5D COOLERS "1 EDGE / 10 FIELD
Horizontal 0.120 nail 0.120 nail 0.120 nail 0.120 Not Same as stud slope),underlayment shall be two layers applied in the fol- 249,shall be permitted.The bottom layer shall be
aluminum` 0.024 Lap No I'I,"long 2"long 2"long nail' allowed spacing 18 inches(457 mm)and the top layer a minimum HARDBOARD 8D 8D 6" EDGE / 12" FIELD
c, lowing manner. Apply a 19-inch (483 mm) strip of
With 0.019 Lap No 0of 36 inches(914 mm)wide.
120 nail 01120 nail 0.120 nal) 0.120 oii20 nail underlayment felt parallel with and starting at the eaves,fas- PARTICLEBOARD PANELS 8D 8D b" EDGE / 12" FIELD
insulation 1/2"long 2/ long 2/2 long nail 1/2"long tened sufficiently to hold in place.Starting at the eave,apply 3. For closed valleys(valley covered with shingles),
Brick veneer 2 36-inch-wide (914 mm) sheets of underlayment, overlap- valley lining of one ply of smooth roll roofing DIAGONAL BOARD SHEATHING
cn Concrete masonry 2 Section R703 Yes(Note m) See Section R703 and Figure R703.71i ping successive sheets 19 inches (483 mm),and fastened complying with ASTM D 224 Type II or Type III 111X6" OR 111X8" 2-8D 2-IOD PER SUPPORT
ro
veneer sufficiently to hold in place. For roof slopes of four units and at least 36 inches(914 mm)wide or valley lin-
Hardboard12inter.su6"panel edges vertical in 12 units horizontal(33-percent slope)or greater, ing as described in Items 1 and 2 above shall be 111X10" OR WIDER 3-8D 3-I0D PER SUPPORT
in /16 Note g See R703.2 Note o Note o Note o Note o Note o ' n
Panel siding-vertical P- underlayment shall be one layer applied in the following permitted. Specialty underlayment complying FLOOR SHEATHING
manner. Underlayment shall be applied shingle fashion, with ASTM D 1970 may be used in lieu of the lin-
Hardboard Siding T/16 Note See 8703.2 Note Note Note Note Note
vertical g q q q q q Same as stud parallel to and starting from the eave and lapped 2 inches(51 ing material. STRUCTURAL PANELS
spacing
Hardboard' 2 per bearing
C /16 Note r Yes Note q Note q Note q Note q Note q TABLE R905.2.8.2 I" OR LESS 8D IOD 6" EDGE / 12" FIELD
Lap-siding-horizontal VALLEY LINING MATERIAL TABLE 8905.7.4
E WOOD SHINGLE MATERIAL REQUIREMENTS GREATER THAN I" IOD I6D 6" EDGE / 6" FIELD
C Steel' 29 a. La No 0.113 nai1313/4' 0.113 nail 21/ 0.1�1�nail O.az'3 Not Same as stud MINIMUM APPLICABLE
g p Staple-11/4" Staple-21/2 Staple�2'/4' Staple` allowed spacing THICKNESS WEIGHT MATERIAL MINIMUM GRADES GRADING RULES DIAGONAL BOARD SHEATHING
MATERIAL (inches) GAGE (pounds)
Cd Stone veneer 2 Section R703 Yes(Note m) See Section R703 and Figure R703.7' Wood shingles of Cedar Shake and 111X6" OR 111X8" 2-SD 2-I0D PER SUPPORT
ASTM B370, natural) durable wood 1,2 or 3 Shin le Bureau
6d box nail, Cold-rolled copper 0.0216 - 16 oz.per 111X1011 OR WIDER 3-8D 3-IOD PER SUPPORT
0 3/a-I/, Note g Note g 6d box nail 6d box nail 6d box nail box nail` 3/8 not 6"panel edge Pp nominal square foot R905.7.5 Application.Wood shingles shall be installed ac-
Particleboard panels allowed 12"inter.sup. ASTM B101, cording to this chapter and the manufacturer's installation I NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHINS NAILED b INCHES ON CENTER AT THE EDGE.
g P IF WALL 5HEATHINS IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR
J 3/8 Note g Note g 6d box nail 8d box nail 8d box nail box nail' 6d box nail 0.0216 instructions.Wood shingles shall be laid with a side lap not CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE
Lead--coated coppernominal - 16 oz.per less than 1'/ inches 38 mm
)between joints in courses,and CONNECTORS, SUCH AS SHEAR PLATES , SHALL BE USED TO MAINTAIN THE LOAD PATH.
M Plywood panel' Sts Note g Note g 0.099 nail-2" 0.113 nail-21/2' 0.099 nail-2" 0.113 0.099 6"on edges square foot 2
(exterior grade) nail nail-2" no two joints in any three adjacent courses shall be in direct
ASTM B370 alignment.Spacing between shingles shall not be less than *2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS
a 0.120 nail t'/" 0.120 nai12' 0.120 nail r 0.120 Not Same as stud 0.0162 _ ,/,inch to 3 SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT.
Z Vinyl siding" 0.035 Lap No Staple-13/4' Staple-2'/2" Staple-21/2" Staple' allowed spacing High-yield copper nominal s12 oz.per
are foot wood shin/less hall not ext eed those a set in Table 8905.7 5eather exposure r
p g 3 CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE PERMITTED,
wood`Rustic,drop 3/ Min Lap No Face nailing u to Fasteners for wood shingles shall be corrosion-resistant CHECK IBC FOR ADDITIONAL REQUIREMENTS.
g p ASTM B101, ,
Shi la 19/ Average 0.113 6"widths,1 nail Lead-coated 0.0162 - 12 oz.per with a minimum penetration of /2 inch(12.7 mm)into the
L P p z g , „ per bearing;8" high-yield copper nonunal sheathing. For sheathing less than /2 inch (12.7 mm) in Revisions: ,07.22.18: AS PER OWNER
Lap No Fastener penetration into stud-1" nail-2/2 square foot
^I widths and over, thickness,the fasteners shall extend through the sheathing.
Staple-2" 2 nails per ALL IMANINGs,5PECIFICATION5 AND COPIE5 THEREOF R1RNI5HED BY THE ARCHITECT ARE AND 54ALL REMAIN
a Bevel 6 p Aluminum 0.024 - - Wood shingles shall be attached to the roof with two fasten- THE PROPERTY of THE ARCHITECT. THEY ARE To BEv E usONLY WITH RESPECT TO THIS PROJECT cT AND ARE
LU Butt tip 3/16 Lap No bearing per shingle,positioned no more than 3/4 inch(19.1 mm) NOT TO BE USED ON ANY OTHER PROJECT. 5LOM155ION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY
0 4d6"oc on edges, Stainless steel - 28 - from each edge and no more than 1 inch(25.4 mm)above REQUIREMENTS OR FOR OTHER RURP05E5 IN CONNECTION WITH THE PROJECT 15 NOT TO BE CONSTRUED A5
�O Fiber cement panel 5/ NOIe L Yes 6d corrosion 6d Corrosion 6d corrosion _ corrosion 12"OC On 26(zinc the exposure line. Section R4O2 PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAN COPYRIGHT OR OTHER RESERVED RIGHTS.
rel sidin ' t6 Note y resistant nail' resistant nail° resistant nail' resistant Galvanized steel 0.0179 coated G90)
nail'
g Intermed.studs
N TABLE R905.7.5
6d corrosion Zinc alloy 0.027 - - WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE
E s Yes 6d corrosion 6d corrosion 6d corrosion TABLE R402.2
a Fiber cement lap siding' /16 Note w Note y resistant nail" resistant nail" resistant nail° - resistant Note x naily Lead - - 21/ EXPOSURE(inches) rO POSed
tL MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
1n Painted terne - - 20 ROOFING LENGTH 3:12 pitch to 4:12 pitch or
For SI: 1 inch=25.4 mm. MATERIAL (Inches) GRADE <4:12 steeper MINIMUM SPECIFIED COMPRESSIVE STRENGTHa(fc) ,
a. Based on stud spacing of 16 inches on center.Where studs are spaced 24 inches,siding shall be applied to sheathing approved for that spacing. For SI: 1 inch=25.4 mm, I pound=0.454 kg. No. 1 33/4 5 Weathering potentialb
b. Nail is a general description and shall be T-head,modified round head,or round head with smooth or deformed shanks. TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Negligible Moderate Severe
c, Staples shall have a minimum crown width of 7/16-inch outside diameter and be manufactured of minimum No.16 gage wire. 8905.2.8.3 Crickets and saddles. A cricket or saddle 16 No.2 31/2 4
d. Nails or staples shall be aluminum,galvanized,or rust-preventive coated and shall be driven into the studs for fiberboard or gypsum backing. shall be installed on the ridge side of an chinme greater Basement walls foundations and other concrete not exposed p � p g y yg No.3 3 3'/ p 2,500 2,500 2,500c Windson Cove
e. Aluminum nails shall be used to attach aluminum siding. than 30 inches(762 mm)wide. Cricket or saddle cover- to the weather
f. Aluminum(0.019 inch)shall be unbacked only when the maximum panel width is 10 inches and the maximum flat area is 8 inches.The tolerance for aluminum ings shall be sheet metal or of the same material as the Shingles of No. 1 41/4 5112 Basement slabs and interior slabs on grade, garage Private Road 9
siding shall be+0.002 inch of the nondnal dimension. g , arae 2,500 2,500 2 500°
g. Ifboards or panels are applied over sheathing or a weather-resistant membraneJ oints need not be treated.Otherwise,vertical joints shall occur at studs and becov-
ered with battens or be lapped. R905.2.8.4 Sidewall flashing.Flashing against a verti- Wood 31/2 4 Basement walls, foundation walls,exterior walls and other d d East Marion, New York 11939
It. All attachments shall be coated with a corrosion-resistive coating. 2,500 3,000 3,000
i. Shall be of approved type. cal sidewall shall be by the step-flashing method. No. 53/4 7t/2 vertical concrete work exposed to the weather
j. Three-eighths-inch plywood shall not be applied directly to studs spaced greater than 16 inches on center when long dimension is parallel to studs.One-half-inch 8905.2.8.5 Other flashing. Flashing against a vertical 24 No.2 51/2 61/2 Porches,carport slabs and steps exposed to the weather, and 2,500 3,000d,e 3,500d,e
plywood shall notbe applied directly to studs spaced greaterthan 24 inches on center.The stud spacing shall not exceed the panel span ratingprovided by the manu- front wall, as well as soil stack, vent pipe and chimneyNo.3 5 511 garage floor slabs
facturer unless the panels are installed with the face grain perpendicular to studs or over sheathing approved for that stud spacing. flashing, shall be applied according to asphalt shingle 2 For Sl: 1 pound per square inch=6.895 kPa. LPA Architects, LLP
k. Woodboard sidings applied vertically shall be nailed to horizontal nailing strips or blocking set 24 inches on center.Nails shall penetrate 1.5 inches into studs,studs + For SI: 1 inch=25.4 mm. /
manufacturers printed instructions.
- and wood sheathing combined,or blocking.Aweather-resistant membrane shall be installed weatherboard fashion under the vertical siding unless the siding p a. At 28 days psi.
boards are lapped or battens are used. R905.7.6 Valley flashing. Roof flashing shall be not less b.See Table R301.2(1)for weathering potential. ARCHITECTURE P L A N N I N G
1. Hardboard siding shall comply with AHA A135.6. than No.26 gage[0.019 inches(0.48 mm)]corrosion-resis- c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. www. I p a- p I an s . e o m
m.For masonry veneer,a weather-resistant membrane or building paper is not required over water-repellent sheathing materials when a I-inch airspace is provided R905.7 Wood shingles.The installation of wood shingles shall tant sheet metal and shall extend 10 inches(254 mm)from y g g g
between the veneerandthesheathing.When the 1-inch space is filled with mortar,a weather-resistant membrane or building paper is required overstuds or sheath- d. Concrete shall be air entrained.Total air content(percent by volume of concrete)shall not be less than 5 percent or more than 7 percent.
ing comply with the provisions of this section. the centerline each way for roofs having slopes less than 12
n. Vinyl siding shall comply with ASTM D 3679. units vertical in 12 units horizontal(100-percent slope),and e. See Section R402.2 for minimum cement content. Lemmen Paul Associates,Architects LLP
8905.7.1 Deck requirements. Wood shingles shall be in
o. Minimum shank diameter ofO.092 inch,minimum head diameter ofO.225 inch,and nail length must accommodate sheathing and penetrate framing 1.5 inches. 7 inches(178 mm21 Greeley from the centerline each way for slopes Y Avenue Sayville,i1le, NY 11782
See-stalled on solid or spaced sheathing.Where spaced sheath- Tel: 631 589 2914 Fax: 631 589 6935 °°`'
p. When used to resist shear forces,the spacing must be 4 inches at panel edges and 8 inches on interior supports. of 12 Units vertical in 12 units horizontal and greater.Sec- r
_ �2
ung is used,sheathing boards shall not be less than 1-inch by I a- lans.com
q. Minimum shank diameter of0.099inch,minimum bead riiameterof0.240inch,and nail length must accommodate sheathing and penetrate framing l.Sinches. tions of flashing shall have an end lap of not less than 4 p p Z
4-inch 25.4 mm b 102 mm nominal dimensions and shall
r. Vertical end joints shall occur at studs and shall be covered with a joint cover or shall be caulked. ( y ) inches(102 mm).
s. Fiber cement siding shall comply with the requirements of ASTM C 1186. be spaced on centers equal to the weather exposure to coin-
s. See Section R703.10.1. side with the placement of fasteners.
u. Minimum 0.102 inch smooth shank,0.255 inch round head. 890577 Label required.Each bundle of shingles shall be
v. Minimum 0.099 inch smooth shank,0.250 inch round head. R905.7.1.1 Solid sheathing required. In areas . .
rwhere q g UNAUTHORIZED ALTERATION
identified by a label of an approved grading or inspection OF ANY ITEM ON THI5 DOGUMENT AR
w See section R703.10.2. the average daily temperature in January is 25'F(-4°C) 1NEW YORK STATE LAN.A VIOLATION OF
x. Face nailing:2 nails at each stud.Concealed nailing:one 11 gage 1 /2 Ealy,roofing nail(0.371 inch head diameter,0.120 inch shank)or 6d Ealy.box nail at each Or less,solid sheathing is required on that portion of the bureau or agency.
stud. 0
y. See Section 8703.2,Exceptions. roof requiring the application of an ice shield. Issue Date: �,� rsz' G ,.A
Q, �•, r'
z. Minimum nail length must accommodate sheathing and penetrate framing 1.5 inches. R905.7.2 Deck slope.Wood shingles shall be installed on e. � 4-
slopes
,slopes of three units vertical in 12 units horizontal(25-per-
TABLE 8703.5.2
cent slope)or greater. Project Date:
MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS',b° SEPT 2012 dam` ' y
(Dimensions are In Inches) R90S.7.3 Underlayment.In areas wan ice barrier that consists the average daily 1� ,,fib
temperature in January is 25°F(-4°C)or less,or when Table - r�`�• 2,35-1
LENGTH EXPOSURE FOR SINGLE COURSE EXPOSURE FOR DOUBLE COURSE R301,2(1)criteria so designates, Scale: ` '
Shingles' - of at least two layers of underlayment cemented together or AS NOTED
16 71/2 12b of a self-adhering polymer modified bitumen sheet, shall Project# Drawn:
18 81/2 14° extend from the eave's edge to a point at least 24 inches(610 J Sheet
24 111/ 16 mm) inside the exterior wall line of the building. 12039 EPH TJ
Shakes' Underlayment shall conform with ASTM D 226,Type I.
18 81/2 14 job: Check: C�i
24 111/2 18 Exception: Detached accessory structures that contain ' Sinclair/Schiff KMP
For SI: 1 inch=25.4 mm. no conditioned floor area.
a. Dimensions given are for No.1 grade.
b. A maximum 10-inch exposure is permitted for No.2 grade. CODE REQUIREMENTS
c. A maximum 11-inch exposure is permitted for No.2 grade.
El
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El m 1
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N JOIST I i SD NAIL a b" O.G. TABLE RACCO1(I) ON ALL FRAMING MEMBERS NOT AT
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Q SEE FLOOR TO E7 1 1/2" (2X LUMBER) L55U210
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1 Rafter to VV all GUT RAFTER TO ALLOW FOR
o 4 SHEATHING TO BE NAILED
L SEE NOTES AT II TYPICAL FOR ALL TO BOX
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v
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