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DRAWING LIST
PAPAS I MAKI S i 03) ADDITION AND DECK A-1 TITLE SHEET
A-2 FLOOR PLANS
A-3 SECTIONS 8 ELEVATIONS
4400 BREAKWATER R( fER ROAD, MATTITUCK NY, 11952 1-347-739-3439
NEWYORK STATE TABLE R301.5 BUILDING DEPARTMENT NOTES
S
MINIMUM UNIFORM DISTRIBUTED LOADS DISTRICT 1000, SECTION 99, BLOCK 5, LOT 3 )T 3
}(1f I'CIVI 21001 Nailing Schedule GLAZED OPENING PROTECTION REQUIREMENTS FOR MINIMUM UNIFORM DISTRIBUTED LOADS ZONED R40 LOW DENSITY RESIDENTIAL
Joint Description Number Or Nails Number of Nall Spacing CONSTRUCTION IN WIND BORNE DEBRIS AREAS. USE LIVE LOAD DEAD LOAD
Common Nalls Box Nalls ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS R-3 PERMANENT RESIDENTIAL OCCUPANCY CLASSIFICATION ION
ROOF FRAMING SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS DESCRIBED EXTERIOR BALCONIES 60 PSF 10 PSF TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION
Rafter To To Plate (Toe, Nailed) (see TaWe J, 4A) (see Table J 4A) Per Rafter BELOW. Amendment to drawings for compliance with Residential Code of DECKS 40 PSF 10 PSF 175 S.F FIRST FLOOR ADDITION
Ceiling Joist To Top Plate (Toe Nailed) (see Table 3 4A) (see Table 3,4A) Per Joist New York State Section R613.4 Wind-Bonne Debris protection PASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN 416 S.F. DECK ADDITION
Calling Joist To Parallel Faller (Faca Nailed) (See table 3, 9A) (Sy~.ea table 39A) Each Lap
Gelling Joist Laps Over Partitions (Facehlailed) {Bee table 3,8A) (Seetabie39A) Each Lap IlWind-borne debris protection. ProlUCIll1lt nl caul Ill, Nlndnw, Iild plas+ dnen in buildings lnealed In hnnlennC- ATTICS WITHOUT STORAGE (LESS THAN 42" CLEAR HT) 10 PSF 10 PSF NEW YORK STATE TABLE R301.2
GollaeTieTo R after (Face Nalled) (See table 16A) (Seetable 3,EA) Per Tie prOne TCpi )nls f10m N mJ-bemC dcbnh shall he In aaaor(ianCe ATTICS
Blocking To Rafter Joe Mailed) 2-9d 2-1 Old Each End g ,ah Secilnn RIM ?.1 ' ROOMS CLEAR HT') 20 PSF 10 PSF OTHER THAN SLEEPING THAN 42" CLIMATIC AND GEOGRAPHIC DESIGN ROOMS 40 PSF 10 PSF )ESIGN CRITERIA
Rim Board To Rafter (End Nailed) WINTER ICE SHIELD FLOOD AIR
El - 2-1 Ed 3.1 bid Each End 8301.2.1.2 Infernal pressure. \VII1doN%.$ in blI11dIIILS 0- . WALL cared ni Mind-hurne debris regions -,hall hose glared SLEEPING ROOMS 30 PSF 10 PSF GROUND WIND SEISMIC SUBJECT TO DAMAGE WINTER SNOW SPEED DESIGN DESIGN DESIGN UNDER- HAZARDS FREEZING
STAIRS 40 PSF 10 PSF LOAD CATEGORY TEMP. WEATHERING SEVERE TEMP. LAYMENT INDEX REQUIRED
npenings protected 1)ronr AN ind-home debris er Ihe hllilrl- TopPlateTOTopPlate(FacelValletl) 2-16d 2-16d Per Fool nig shall he ties i fined as a pail io l IN etc lased hn l ld i np,inae- GUARDRAILS AND HANDRAILS 200 PSF 10 PSF 20 110 B FROST LINE 36' 11 DEG. 11 DEG. WITHIN V-0" NONE RIVERHEAD
TopPlat esAlIntersections (Face Nailed) 4-1Ed 5-1 Bid Joints - EachSide curtluncc with the 131ulduig c'Udv Ld VPIr fork Stale ZONE 4 OF EAVES 510
ROOF LOADING (LIVE = GROUND SNOW LOAD 12 PSF FOR DEPTH ZONE 4 ADJUSTMENTS AS PER TABLE R3015 OF THE 20 ATTIC WIND SUFFOLK SUFFOLK AVY 5750 ADD
Stud To Stud (Face Nailed) 2-1 Bid 2-1 Ed 24"O.G (Jlnicd opmm~g plntection fur stmd-hnnne debris shall RESIDENTIAL CODE OF NEW YORK STATE) 15 PSF FOR BORNE DEBRIS TERMITE MOD. TO HEAVY 5750 ADD AREA
Header To Header(Face Nailed) Iod lod 16" O.C.Along Edges Itlect lheretl Ltirelnents Ol the Lolge Al Te,t of ASTM 2-16d h 1996 and ot'ASl NI L 1336 rcfcrcm.cd Ihcicin. CATHEDRAL DECAY SLIGHT TO EXPOSURE C MODERATE
Top OI Bottom Plate To Stud (End Nailed) (See Table 3 5A) 2-1 fig per stud FOR
Exception: Wood u ucim al p;tnek tvllh a muunuun SHORELINE
PARTITION LEGEND AREAS
E ottom Plate To, Floor Joist, Bandiolst, Endjasl, 2-16d Per Foot thickness ofd/Ir, inch (I 1, l moil and a?axinuall;Pan EXISTING WALLS AND PARTITIONS TO REMAIN
Or Blocking (Face Nailed) 2-1 Ed Pei, Foot ol'X lect (248 run) shall he permitted ilia opening proteeletn IC one-and (icn-sntry htlilrli llgl. ParCis shall NEW YORK STATE TABLE R301.7 1 12/13/12 Issued to Building dept
he I)i COLlt TO Cover the glared openings with attachment FLOOR FRAMING hardtamr provided, Anaehlment, shall be PrON Ided III EXISTING PARTITIONS TO BE REMOVED
NEW EXTERIOR PERIMTER WOOD FRAME WALL CONSTRUCT BY 4" ALLOWABLE DEFLECTION OF Mark Date Description
Joist To SIII, Top Plate, Or Oirder(o a Nailed) 4-8d 4-10d Per Joist necordunca)c iHi' I`ahle Rill 1.2.1 2 or shall he deatgned EXPOSURE VINYL SIDING OVER'TYVEK HOUSE WRAP OVER 1/2"
Bridging To Joist (Too Nailed) 2-13tl 2-1 Cd Each End [n resist the componenly;nut cladding loadsdeteiinmed EXTERIOR GRADE'CDX' PLYWOOD SHEATHING (OR EQUAL) OVER 2"X STRUCTURAL MEMBERS Issue/Revision Issued For Building Permit
Blocking To Joist (Toe Nailed) 2-8d 2-1 Ud Each End lit uccuidance AN lh the pros isinlls Ofihe BilildUh Clidr 4" WOOD STUDS @ 16" O.C. WITH 3-1/2" R-15 KRAFT PAPER BACKED REFER TO TABLE R3013 OF THE RESIDENTIAL CODE OF NEW YORK STATE) FIBERGLASS INSULATION BATTS BETWEEN STUDS COVERED WITH 112" W YORK STATE) Project 10
Blocking To Bill Or Top Plate (Foe Nailed) 3.1 Ed 4-1 Ed Each Block ~f b'etr liirh JY1llr•. GYPSUM BOARD STRUCTURAL MEMBER STRUCTUI STRUCTURAL MEMBER CAD File Name
Ledger Strip To Beam (Face Nalled) 3-16d 4-16d Each Jolcl WITH U180 Drawn by. U180
Joist On Ledger To Beam (Too Nailed) J-Bd 3-10d Per Joist IAtl Lt N4U LL. LL ® NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2" X 4" WOOD RAFTERS SHED CEILING SLOPES ATTACHED TER RAFTERS -E STUDS 16" O.C. WITH (1) ONE LAYER OF 1/2" GYP. BD. EACH SIDE. Checked by.
Band Jo 1st To Joist (End Nalled) 3-161 4-1 Ed PerJoist WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE INTERIOR WALLS AND PARTITIONS H/180 Issue Dete: H/180
Band Joist Til SIII Or Top Plats (Tale Nailed) 2.161 3.1 Ed Per Foot _ FOR WOOD STRUCTURAL PANELSa.h,a,d - FASTENER SPACING _ Plot Date:
t 6 foot EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING FLOORS AND PLASTERED CEILINGS U360 U360 Reviewed By
4`00 ROOF SHEATHING FASTENER Panel span panel span panel span in HIS WORK DURING DEMOLITION AND CONSTRUCTION AGAINST DAMAGE, BREAKAGE, AND ALL OTHER STRUCTURAL MEMBERS U240 COLLAPSE, ACCORDING TO APPLICABLE CODES, STANDARDS, AND METHODS OF GOOD L/240 Designed By:
Structural Panel s Bid lod (See Table 110) TYPE =4fuot _6foot s8foot PRACTICE. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 H/360 Submitted By
Dlagnal Board Sheathing 211 IWA I?" 'i
1" 14 6"N1"M8" 2-Sd 2-10d Per Support Wand acrett.s 16 _ ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION OR OBSERVATION. EXTERIOR WALLS -WINDOW LOADS a WITH BRITTLE FINISHES U240 THESE PLANS ARE INSTRUMENTS OF SERVICE AND REMAIN THE PROPERTY OF THE 1ES U240
1" f(10" Or Wider 7-Bd 3-10d Per Euppod 11;," flX Ib" In" I" CONSULTING ARCHITECT THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHANGE OF, EXEXTERIOR WALLS - WIND LOADS a WITH FLEXIBLE FINISHES U120 1ES U120 Amhitecfs Seal
AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, NOTE: L =SPAN LENGTH H =SPAN HEIGHT
CEILING SHEATHING Put ',L I mih - 254 Orel. 1 liwl 11;4N inm I puma 0 ;?4 LI. L~. SEQUENCE, AND PROCEDURES OR FOR THE SAFETY PROGRAMS IN CONNECTION WITH THE PROJECT. a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE
Gypsum Wallboard 5d Coolers 5d Coolers 7" Edge 110" Field t mllvpar hitiir Lam; 1.111h 5 0.7 TIMES THE COMPONENT INING DEFLECTION LIMITS
11 1 a ThN Lihlc In bnacd ,m I Iii litph Lund,pccd, and a ;l1-In1I mean lain t@ip111 ~ d SITE WORK NOTES AND CLADDING LOADS FOR THE PURPOSE OF THE ` DETERMINING DEFLECTI w HEREIN.
WALL SHEATHING I,. Pnsteners Alan be in+Iahed ,I nppuvme rods Otihu 1%OUd nn ecintnl placl GENERAL: THE CONTRACTOR SHALL DO ALL EXCAVATING AS REQUIRED ON THE ~Sj~µw~~ 'ro rF
Structural Panels Sd 1Dd (sae Table 311) '.ad"hall ln• I rid"o...AaW I M I'll, lull la J. 1A'hete .clot, Ire na&11111 In innxinr. ul nwaunp nwcul, they shall he II hi• CONSTRUCTION DRAWINGS. EARTH BANKS SHALL BE BRACED AGAINST CAVING IN THE 6. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTI ICE THE LENGTH OF THE eT :nom h of `r)6 ~~i PP,
FlLerboard Panels a ached trilinn!~ A,Nal llll-I C.uLln1 Ile Chug, h.nnltp a nunM1911nt ultilnWc nril~. WORKING AREA. THE BOTTOMS OF ALL FOOTING EXCAVATIONS SHALL BE EXACTLY LEVEL ON RAFTER. SOLID UNDISTURBED EARTH EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER.
TM 6" Bid 3"Edge )Ell Field AN ilhdOnlal eapaeky u( 490 pound,.
25132" etl - 3" Edga19" Field PRESUMPTIVE LOAD BEARING CAPACITY OF SOIL ON PROJECT SITE IS SAND AND SANDY GRAVEL AT T-0" BELOW GRADE FOUNDATION BEARING LEVEL. LOAD BEARING CAPACITY IS
Gypsum Wallboard Sd Coolers 5d Coolers 7" Edge 110" Field 2,000 POUNDS PER SQUARE FOOT AS PER TABLE R401.4.1 OF THE RESIDENTIAL BUILDING CODE nae7~,..,,'4 0
Hardboartl Btl Btl (see Table 311) OF NEWYORK STATE "wF OF NF:`rt~'
Particleboard Panels ad Bd (see manufacturer)
Dlagnal Board Sheathing
"X6"Xill X81, It 2-10d Per Support 435.60' N 76°47'30" E 47'30" E
1" X 10" Or Wider 3-Btl 3.1 od Per Support
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FLOOR SHEATHING
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strumurai rene s SHED •V WAS, STONY
I" Or Less 6" Edge 112" Field FRAME CABINS FRAME I
Greater ThanV Od i6d 6"Edge16"Field d I
Ulagnal Board sheathing Iud 76d ti Y
1"X6"k1"X 6" 2-Od 2-1 Od Per Support
1"X IT Or Wider 9.6d 3-1 Otl Per Suppe rt
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- PROPOSED ARCHITECT
DECK WINTERSON CONSULTING
O I a I 504 East 63rd street
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e49C Breakwater Rd 4h L'C rareakWalar Ntl Third Floor New York, NY 10065
MattduCk, NY 1102 Matuluck. NY 11964 EVs
W bTORYFO nYa a CABINS 12V PROPOSEDONE 1-646-315-3767 wintersonconsulting@verizon.net
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h®r I UJI PROJECT NAME
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PAPASIMAKIS ADDITION & DECK
EKISTING ONE H, E1(ISDNG ONE I L 4400 BREAKWATER ROAD
Z.{ STORYFNNE STORY FRAME 51 o MATTITUCK NY, 11952
_w - ? CABINS CABINS R co 1-347-739-3439
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Sheet Title
TITLE SHEET
" i -~n -
I - 435.60' - - - - S 78°47'30" W 4730" W
Ham. r
/ PLOT PLAN
SCALE 1"=2V-0" LOTAREA.~ FLOORAREA CALCULATIONS Drawing No.
w PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: FLOOR ARE/ LOTAREA. 87,133.55 S.F. FLOOR AREA: 54,832.4 .32% S.F,
T COVER) FLOOR AREJ HAYNES LAND SURVEYORS LO FLOOR T COVERAGE: 3,594 LO
199 LAFAYETTE DRIVE LOT COVER/ LOT COVERAGE: 3,581 S.F A I
SYOSSET, NY 11791 LOT COVERT LOT COVERAGE RATIO: 4.14%
LOCATION MAP LOCATION MAP 1 of 3
NO SCALE NO SCALE
DOOR AND WINDOW HEADER
ALL STRAPPING TO BE INSTALLED 16^ 26'-0" DRAWING LIST
D.C FASTENING SCHEDULE D.C. 41/2' 1r•7 W4' 12'-7112" A-1 TITLE SHEET
ROUGH OPENING FRAMING REQUIREMENTS FOR A-2 FLOOR PLANS
A CONTINUOUSLY CONNECTED PATH WINDOW OPENINGS (IN ACCORDANCE WITH WOOD MUST BE PROVIDED FROM THE STUD FRAME CONSTRUCTION MANUAL 2051 EDITION) -Y ;r- 2)2"x12"P.T. DECK BEAM a A-3 SECTIONS$ ELEVATIONS
/ TO THE GIRDER BELOW. NOTATION A B C D E F
aoucH BLOCKING @ 4 BLOCKING @ 48" O.C. MAX IN FIRST TWO I
ALL STRAP STOCK NUMBERS SHOWN OPENINGS FRAMING SPA( FRAMING SPACES AT EACH END I
ARE FROM "SIMPSON STRONG TIE 2W 2 (1)2•%4 1 1 1 1 CONNECTORS" 4,a 4 (1)2•XV 2 2 2 2 FLOOR FRAM16 II FLOOR FRAMING II
II I
MTS30 UPLIFT CONNECTOR (TYPICAL) eJr (2)2•x4• 5/8" MIN. T & G 5/8" MIN. T& G PLYWOOD FLOOR I I SHEATHING GLUED AND SCREWED
a OR 3 3 3 3 WITH SHEATHING G1 GS20 COIL STRAP (UPLIFT SHEATHING GL CONNECTOR 2•x WITH STAGGERED JOINTS I o II II
-TYPICAL AT ALL HEADER TO JACK e'-5• (2)21 z• x V v I N I
CONNECTIONS) WITH IT MIN. BEARING FLOOR 11x .I "II
ON STUDS B OR 3 3 3 3 1PL• 15 (2)2•%B• 4 / 4 4 JOIST
III o I o: x III
n PHD6 (UPLIFT CONNECTOR) WITH 7/8" TEE 12 (2)TXV 5 4 5 4 DIA. THREADED ROD EMBEDDED 12-112" I I % wo °m I Qll
NOTATIONz CONCRETE WITH "SIMPSON" ET A. NUMBER OF U NAILS 0 EACH END OF STRAPPINGS (TABLE I ~ ~II
(HI STRENGTH EPOXY ADHESIVE) 3.7, PAGE 157) & TABLE BA PAGE 316) Iy o. I
FOR TEMP.'S 0 TO 40 DEGREES F B - NUMBER OF SILL STUDS - ON FLAT (DOES NOT APPLY TO BE "SIMPSON" AT (HIGH STRENGTH DOORS) (TABLES 3.238, PAGE 193) ER OF ACRYLIC ADHESIVE) (TYPICAL AT C HEADER (TABLES 3.23CCH PA EG191)UDS III EACH 610E OF I II Ij
LINE OF DECK- LINE DECKS
CORNERS OF BUILDING AND AT ENDS OF D -NUMBER of 16E NAILS, END4NLED THROUGH AWACENT ABOVE ABOVE I
SHEARWALLS) KING 55]) y O END BA EEAGE 0 EACH SIDE (TABLE 3.7, I 2"X BLOCKING I
E - NUMBER OF JACK STUDS 0 EACH END OF HEADERS (TABLES &22F, PAGE 181) ASSUME DOUBLE HEADER FULL DEPTH I
F • NUMBER OF 16d NAILS ENDNAILED THROUGH ADJACENT OF JOIST -------------I (1)2'x 17 P_T. NAILER
JACK STUDS TO END OF SILL(S) @ EACH SIDE (DOES NOT
WINDOW AND DOOR OPENING APPLYTO DOORS) (TABLES 3.8, ppGE 15]1& ABLE 6A, PAGE 318) T (2) 2"x 12'P.T. BEAM aEAM /
6 CONNECTION TYPES 7 CEILING ~EILING AND FLOOR BRACING AT END WALLS
I i J I
IOT TO SCALE I
A-2 NOT TO SCALE A-2 NOT TO SCALE MAINTENANCE SCREEN-
T CONCRETE BLOCK ON 6" DEEP X I^DEEPx I t I
EXISTING 10" WIDE CONCRETE SLAB TO ITO
STRUCTURE i RECEIVE CONCRETE BLOCK. (TYPICAL AT(3) SIDES OF ADDITION) NODITION) I r\ 2 02/11/13
ROOF FRAMING I Revision #1
I I I I y § 1 12/13/12 Issued to Building dept
WINDOW LIGHT AND BUILDING DEPARTMENT NOTE: Il j Mark Date Descnptlon
iv DOUBLE TOP PLATE N THE MAINTENANCE SCREEN IS INTENDED TO ONLY CONCRETE PIER: POURED CONCRETE
MTS30 UPLIFT CONNECTOR AT EACH RAFTER AND V VENTILATION CALCS. SERVE AS A BARRIER TO PREVENT MOISTURE AND j 3500 PSI AT 28 DAYS MIN. WITH M5 CONCRETE I Issue/Revlslon Issued For Bullding Permlt UITHMS m
HEADER STUD (TYPICAL) - F__ DIA. GREAT ROOM PESTS FROM THE UNDERSIDE OF THE ADDITION. IT IS REBAR 10" PIERS DEEP MIN. IEEP MIN. a I Protect ID
CS20 COIL STRAP (UPLIFT CONNECTOR -TYPICAL 17: L 176SF NOT TO SERVE AS A FOUNDATION FOR THE BEARING WON VIRGIN SOI L r CAD File Name
KING STUD AT ALL KING STUD TO TOP PLATE CONNECTIONS) LIG LIGHT REQUIRED 14.00 SF ADDITION. IT WILL BE CONSTRUCTED IN SUCH A WAY I Drawn by
12" MIN. BEARING ON STUDS LINE OF I 7 00"FLOOR JOISTS ®16'O.C. LIGHT PROVIDED q7 SF TO MOVE INDEPENDENTLY FROM THE ABOVE ADDITION ABOVE I ASTS @ IT O.C. at i Checked by:
ALL STRAPPING TO BE INSTALLED 16" O.C. UNLESS LIG VEI VENTILATION REQUIRED SF STRUCTURE. IT WILL NOT BE FIXED OR FASHIONED i (2)2'x 12'P T . BEAM Issue Date:
OTHERWISE NOTED. ACONTINUOUS CONNECTED CS20 COIL STRAP (UPLIFT PATH MUST BE PROVIDED FROM THE STUD TO THE VEI VENTILATION PROVIDED 11.4 SF TO THE UNDERSIDE OF THE ADDITION IN ANYWAY. I __4-- TEAM / ` \ Plot Data:
CONNECTOR TYPICAL AT ALL GIRDER BELOW. ALL STRAP STOCK NUMBERS Reviewed By:
HEADER TO JACK CONNECTIONS) (2) 16d COMMON NAILS @ SHOWN ARE FROM "SIMPSON STRONG TIE WHERE THE TOP OF THE CONCRETE BLOCKS MEET I 11' B^ \ Designed By:
12" MIN. BEARING ON STUDS 6" O.C. FOR FULL LENGTH CONNECTORS' PRI PROVIDE A MINIMUM OF ONE WINDOW OR EXTERIOR THE UNDERSIDE OF THE ADDITION A FLEXIBLE Submitled By:
OF STUD CS20 COIL STRAP (UPLIFT CONNECTOR) TYPICAL AT DO DOOR IN EACHHABITABLE SPACE FOR EMERGENCY MEMBRANE WILL BE PROVIDED, j CONCRETE FOOTING: POURED G: POURED
ALL STUD TO BOTTOM PLATE AND RIM JOIST EGI I AT 28 DAYS MIN.
CONNECTIONS) 12" MIN. BEARING ON STUDS T R31 EGRESS IN CONFORMANCE WITH N.V.S. CODE SECTION CONCRETE 3500 PSI AT 28 DAYS MIN. WITH# 5 REBAR, 20' DIA.,1'-0"DEEP 'DIA,1'-F DEEP Amhltect's Seal
R310 MIN. OPENING OF 5.7 S.F. (5.0 SF @ GRADE LEVEL MIN. BEARING ON VIRGIN SOIL-TOP OF FOOTING 3'PMIN FROM GRADE. IRGIN SOIL-TOP I FROM GRADE.
R WH WHEN GRADE TO SILL DOES NOT EXCEED 44") WITH A (TYP FOR 3)
MIN MINIMUM NET HEIGHT OF 24"AND NEW WIDTH OF 2D" FOUNDATION PLAN
(OF (OPERABLE WITHOUT TOOLS) BOTTOM OF OPENING %CK wi
Na NOT TO EXCEED 44" AFF). SCALE; 114" =1'-W C-1
A-2
ALL 3 ALL WINDOWS ARE TO BE ANDERSEN WITH LOW "E" A~ Ti
GU GLASS OR EQUAL. ANDERSEN 400 SERIES OR
N O
FRAMING AND UPLIFT CONNECTION FOR WINDOW AND EOI EQUIVALENT. 26'A" nssrAa
5 DOOR OPENINGS ~T •OF NE~d
( to_ooooo~3q'~ooooo oooo o-B E[~o ~5-oooooco o~Z hoc onE~vo oC'9 Eq_i ErZ. OO C'9 Eq_o
NOT TO SCALE 0 le
A-2 EATED RAILING lol
136' HIGH PRESSURE TREATED RAILING - I TX 6' TOP RAIL WITH V X 4" VERTICALS 'X4'VERTICALS 101
to WITH TX 4" BOTTOM RAIL WITH TX 2" 41L WITH 2'X 2' 1°
~I PROPOSED VERTICAL SPINDLES(? 6' D.C. (MAX S'D.C.(MAX i_
CS20 COIL STRAP (UFLWI CONNECTOR - ^I bLenrt WA6t nt I WttN WHUNUb IU 4"I"Nub iu
TYPICAL) WITH 12' MINIMUM BEARING ON ' X 8'P.T. DECKING, DECK BE 'LESS THAN 4") SPACED WITH ONE 12d A
STUDS, WRAPPED UNDER SILL AND NAILED PROPOSED I NAIL ON 2X 8' P.T. DECK 41fi SOFT ICI
TO BOTTOM OF SILL DECK i JOISTS SPACED @ IV 1001
O.C. lypol §
II II 1001 ~
II Ia1 1001
II ICI
0 II lal
II 1001
ETWEEN EXIBTING AND 1001 101
o NOTE: CONTINUOUSLY 4NE szoCOIL 'TRAP W W ALLS 1001
CONTINUOSLY CONNECTED PATH II -9 ABE44
o a• a MUST BE PROVIDED FROM THE STUD I I e'-2^ SEE DETAIL 4IA-2
TO THE GIDER BELOW
00 EXISTING SLIDING (2)Tx8'HDRWITHj'PLATESTL \ PLATE STL \ ARCHITECT:
ALL STRAP STOCK NUMBERS SHOWN BETWEEN LUMBER DOORTOREMAIN MBER \ WINTERSON CONSULTING
ARE FROM'SIMPSON' STRONG TIE CONNECTORS' I 'v
CONCRETE PIER, SEE 504 East 63rd street
FOUNDATION PLAN ° 0 Third Floor
PROPOSED ROOF b PROPOSED New York, NY 10065 U m
EXISTING GREAT ROOM ° w F o 1-646-315-3767
i ROOM F w A Shigglns1@gmail,com
r EXISTING CHIMNEY 175 SOFT r d
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n U O o a,\ PROJECT NAME
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rV v v SEE DETAIL 4IA-2 PAPASIMAKIS ADDITION & DECK
EXISTING ROOF ) rc o SKYLIGHT ) Q 4400 BREAKWATER ROAD
d
ABE44 GALVANIZED STEEL L__JLL MATTITUCK NY, 11952
POST BASE ASSEMBLY, WITH ? GALVANIZED ANCHOR BOLT BETWEEN EXISTING AND 1-347-739-3439 lV
IMBEDDED IN POURED ° . ' . ° d F CS20 COIL STRAP °o NEW WALLS m
CONCRETE SUPPORT .4 (2)2"xWHDR (2)2"z8'H6F (2) 2"z 8'H6R
d d ° Sheet Title
'A° Q ° 3'
4 ° ABE44 FLOOR PLANS
SEE DETAIL 4IA•2
1 4 4
A3 A-3 A-3
4 TYPICAL FOUNDATION TIE-DOWN METHOD S PROPOS OOR CONSTRUCTION (PLAN PROPOSED ROOF PLAN FIM14 Drawing No.
SCALE; 114"- T-0" SCAA-2
A-" NOT TO SCALE A-2 SCALE; 1/4" c 1'-0
A-2
2of 3
DRAWING LIST
AA TITLE SHEET
A-2 FLOOR PLANS
CATHEDRAL ROOF ASSEMBLY- 24011 ARCHITECTURAL EXISTING ROOF, PATCH AND PROVIDE
NEW SKYLIGHT WITH CATHEDRAL ROOF ASSEMBLY- 2400 ARCHITECTURAL N IRAL ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH NEW SHINGLES FOR TRANSITION BETWEEN A-3 SECTIONS & ELEVATIONS
LOW-: GLASS ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH E) ITCH EXISTING OVER 300 ROOFING FELT OH"COX' PLYWOOD NEW AND OLD STRICTURE
EXISTING OVER 300 ROOFING FELT ONt'CDR PLYWOOD R( ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FL YWOOD ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED EPTED FOR PLYWOOD SHEATHING) ON ROOF RAFTERS ®16'
_ FOR PLYWOOD SHEATHING) ON ROOF RAFTERS ®16' 0, d 16' O.C. WITH R-Mc KRAFT PAPER BACKED FIBERGLASS - HEIGHT OF ROOF _ EL.13'-9"al- _ HEIGHT OF ROOF RIDGE ABOVE ADJACENT GRADE
O.C. WITH R-30C KRAFT PAPER BACKED FIBERGLASS IN'- INSULATION BATTS BETWEEN RAFTERS COVERS WITH t G) SS INSULATION BATTS BETWEEN RAFTERS COVERS WITH' _
NRH ? GYPSUM BOARD
GYPSUM BOARD
_ EL.6'-102 _
NEW METAL DOOR NS NEW DOUBLE-HUNG WINDOW WITH LIN LOW{ GLASS EXISTING SLIDING LINE OF NEW STRUCTURAL HEADER
CONTINUOUSLY VENTED L00
SOFFIT WITH ALUMINUM NE NEW EXTERIOR PERIMETER WOOD FRAME WALL f f 38' HIGH PPRESSURE
GUTTER CO CONSTRUCT BY 4' WOOD SIDING OVER TNEK' HOUSE TREATED RAILING
NEW PORCH: NEW DOUBLE-HUNG WR P.T. WOOD STAIR AND LANDING 8 38" WINDOW WITH LOW{ SHI F DOOR TO REMAIN WRAP OVER? EXTERIOR GRADE'CDX' PLYWOOD
HANDRAIL. (2) TREADS AND RISER GLASS 16" SHEATHING (OR EQUAL) OVER 2' X4" WOOD STUDS 18" O.C. WITH 3-10 R-15 KRAFT PAPER BACKED
NOT TO EXCEED 26", PROVIDE FIBI FIBERGLASS INSULATION BATTS BETWEEN STUDS
CONCRETE FOOTINGS CO' COVERED WITH GYPSUM BOARD
EXISTING GRADE VENT WITHINSECT
SCREEN, (TYP FO F R 2, FINISHED FLOdR LEVEL (TYPICAL)
ON OPPOSITE WALLS) ~LINE OF PROPOSED NEW PORCH
r1RSHl crc iiEV€L~9RlCAL
NEW CONCRETE DECK PIERS, SEE FOUNDATION
NEW CONCRETE PIER PLAN (TYP FOR
MAINTENANCE SCREEN - J L J I i I WITH FOOTING, SEE ACCESS HATCH - d LINE OF EXISTING FIRST FLOOR _
6" CONCRETE BLOCK DEEP % FOUNDATION PLAN ~ i
10" WIDE CONCRETE SLAB B TO MAINTENANCE SCREEN - EXISTING W CONCRETE BLOCK ON 6' DEEP X STRUCTURE I
RECEIV CONCRETE BLOCK. (TYPICAL AT (3) SIDES OF ADDITION) 10' WIDE CONCRETE SLAB TO I
RECEIVE CONCRETE BLOCK. II" I
(TYPICAL AT (3) SIDES OFADDITION) I 2 02/11/13 Revlson#1
1 12113/12 Issued to Building dept
4 ELEVATION Mark Date Description
A_3 SCALE: 1/4"e "
M Issue/Revision Issued For Building Permit
Protect ID
CAD File Name
Drawn by:
Checked by:
2'X 10' RIDGE BEAM Issue Date:
CONTINUOUSLY VENTED Plot Date;
NOTE: BLIND FLASH ALL INTERSECTIONS Reviewed By.
BUILDING DEPARTMENT NOTE: OF HORIZONTAL AND VERTICAL. -CATH__EDRAL - __ROOF ASMB -SE LY --240q ARCHTECTURAL _ _ EL.13'•9'+l• Designed By:
THE MAINTENANCE SCREEN IS INTENDED TO ONLY HEIGHT O FR HEIGHT OF ROOF RIDGE ABOVE ADJACENT GRADE Submitted By:
SERVE AS A BARRIER TO PREVENT MOISTURE AND ]EASE" K JOIST SELF ADHESIVE BITUMINOUS ROOFING FELT TO BE ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH INSTALLED ON PLYWOOD ROOFING FROM FASCIA 12 EXISTING OVER 30# ROOFING FELT ONt'CDX' PLYWOOD
PESTS FROM THE UNDERSIDE OF THE ADDITION. IT IS H'2.Sm STRAP EACH SIDE OF JOIST WITH (3) SA COMMON NAI
NOT TO SERVE AS A FOUNDATION FOR THE ACH ENO OF STRAP AS MFG-D. BY SIMPSON 3) Bd COMMON NAILS BOARD TO 2-0" PAST EXTERIOR WALL O PREVENT 55~ ROOF SHEATHING(NOALTERNATES WILL BE ACCEPTED Y LEAKAGE FROM ICE DAMS. FOR PLYWOOD SHEATHING) ON ROOF RAKERS @ 16' Archltect'e Seal
ADDITION. IT WILL BE CONSTRUCTED IN SUCH A WAY TO MOVE INDEPENDENTLY FROM THE ABOVE O.C. WITH R-300 KRAFT PAPER BACKED FIBERGLASS
INSULATION BATTS BETWEEN RAFTERS COVERS WITH"
STRUCTURE. IT WILL NOT BE FIXED OR FASHIONED M -SEE PLAN FOR SIZE AND TYPE GYPSUM BOARD
i OF POST AND BEAM cRED ~tR LINE OF NEW STRUCTURAL HEADER
TO THE UNDERSIDE OF THE ADDITION IN ANYWAY. STRAP AS MFGV. BY SNMPSON EACH BIDE OF POST AND BE
WHERE THE TOP OF THE CONCRETE BLOCKS MEET STRAPPING TO BE INSTALLED 1B' O.C. UNLESS OTHERWISE LESS OTHERWISE CONTINUOUSLY VENTED SOFFIT NEW EXTERIOR PERIMETER WOOD FRAME WALL WITH ALUMINUM GUT RER <a s,~ Pte,
THE UNDERSIDE OF THE ADDITION A FLEXIBLE ED FOR SIZE AND TYPE ONSTRUCT BY4-WOOD SIDING OVER TYVEK HOUSE 38' HIGH PPRESE C BOTTOM RAIL AT -38'HIGH PPRESSURE TREATED RAILING-2"X6'
MEMBRANE WILL BE PROVIDED. SSURE TREATED POST. SEE FLOOR PLAN FOR SIZE AND TYP WRAP OVER' EXTERIOR GRADE'CDX' PLYWOOD f If f f TOP RAIL WITH 2 TOP RAILWITH 2"XVVERTICALAND 2'X4'
GALVANIZED STEEL POST SADDLED AS MFG. BYSIMPSOP MFG. BY'SIMPSON' SHEATHING (OR EQUAL) OVER 2"X4-WOOD STUDS@ 16" O.C. WITH 3-1Y7 R-15 KRAFT PAPER RACKED 6' O.C. (MAXIMUS BOTTOM RAIL WITH 2"X2"VERTICAL SPINDLES (o} 4!- 'I 6" O.C.(MAXTMUM CLEAR OPENING NOT TO
FIBERGLASS INSULATION BATTS BETWEEN STUDS EXCEED 4") EXCEED 4") i..~'~~
COVERED WITH' GYPSUM BOARD
LINE OF EXISTING FIRST FLOOR F OF N;~:
I I APPROXIMATE HEIGHT OF GRADE FINISHED FLOOR LEVEL (TYPICAL)
LINE OF PROPOSED NEW PORCH
POURED CONCRETE PIER. SEE FOUNDATION MAINTENANCE SCREEN- --I IT W CONCRETE BLOCK ON 6" DEEP FF (SHED FLOOR LEV€L (TYPICAL)
I I PLAN FOR SIZE AND TYPE BOTTOM OF PIER BEARING ON VIRGIN SOIL 10" WIDE CONCRETE SLAB TO EXISTING GRADE SLOPED
L._ .J RECEIVE CONCRETE BLOCK. T 1 ' I I AWAY FROM STRUCTURE
(TYPICALSIDES OF AODITI) NI
CONCRETE PIER: - CONCRETE PIER: POURED CONCRETE 3500 PSI AT 20 DAYS MIN. WITH %5
FLOOR BEAM POST SUPPORT DETAIL DETAIL 3508 PSI AT 20 OP REBAR, 10' DIA. P REBAR, 10" DIA. PIER T-0" DEEP MIN.
BEARING ON VIR( BEARING ON VIRGIN SOIL
A-3 REScheck Software Verslon 4.4.3 2 ELEVATION
Compliance Certificate A-3 SCALE: 1/4" = 1'-0"
ABE44 POST BASE ASSEMBLY
Project Title: PAPASMAKIS ADDITION
Energyy Code 2010 Now York Energy ew,YCOnaervafion COnatruefion Code Location: 6uffolk UIr01k County, NeW YOrlt WASHER SUPPLIED WITH ASSEMBLY
Cormbucti Type; Single Family RAFTER TIES ASSEMBLY -2" X V RAFTER TIES ®18'
P'*d Typm Add'16ordAWa6on Haling Degree Ds, 6760 1"; • 112" OALV. ANCHOR BOLT IMBEDDED e 2"X 10' RIDGE BEAM O.C. BOLTED TO RAFTEIRS WITH (2)}' DIA BOLTS AT
Cbmaka2one: 4 "•e" i m• IN POURED CONCRETE SUPPORT E CONTINUOUSLY VENTED, SEE EACH CONNECTION WIIIH R,30c KRAFT PAPER
4400 • e r A POURED CONCRETE PIER I DETAIL 51A3 BACKED FIBERGLASS INSULATION BATTS BETWEEN ARCHITECT:
ROAD UYI1ef/Paint: DeelgneNCoMndor; I BREAKWATER She: M MA"TTITUC TUCN, NY NY 1102 NOTE: BLIND FLASH ALL INTERSECTIONS 2'x 4' STRONG BACKS JOISTS COVERED WITH It GYPSUM BOARD OF HORIZONTAL AND VERTICAL. (CONTINUOUS) EL.13'-Ir WINTERSON CONSULTING
- - - CATHEDRAL ROOF ASSEMBLY- 240# ARCHITECTURAL HEIGHT OF R( HEIGHT OF ROOFRIDGEABOVE ADJACENTGRADE 504 East 63rd street
SELF ADHESIVE BITUMINOUS ROOFING FELT TO BE ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH Thlyd Floor
Complnncel 7.01A Beth Code MaMlmum UA, 43 Your UA 53 I TM%GaxxYMM Then Cob Nu4tMMtbAw MMptgnllinwlM AMMm MMa~nMMetleNMr. INSTALLED ON PLYWOOD ROOFING FROM FASCIA 12 EXISTING OVER 30# ROOFING FELT ON ~ 'CDX' PLYWOOD BOARD TO 2'4r PAST EXTERIOR WALL 0 PREVENT ROOF SHEATHING (NO AILTERNATES WILL BE ACCEPTED New York, NY 10065
k DOM eeTP..rb.nmA.....MMm,.a>=xxMA,M.~.,neM<..A.M. 6 POST BASE DETAIL LEAKAGE FROM ICE DAMS. 6'S FOR PLYWOOD SHEATHING) ON ROOF RAFTERS @ 16" 1-646-315-3767
O.C. WITH R-22 KRAFT RAPER BACKED FIBERGLASS shigginsl@gmall.com
EL,B'O* _ _ _ _ _ _ INSULATION BATTS BETWWEEN RAFTERS COVERS WITH
A-^ NOT TO BCA E CminglrCnhadnl Ceglrp 175 18.0 00 g 3 LINE OF NEW TOP PLATE GYPSUM BOARD
9kydphl 1. Mabl Fnmaw4h Thernml BnakpOUda pane nilh 10 0.5011 5
Lo E B' FASCIA LINE OF NEW STRUCTURAL HEADER PROJECT NAME
Floor 1, All-Wood J.16Trus%On.r Outside Air 175 300 00 a Wall T, WOOD Frame, 16' o c 320 150 00 18 a CONTINUOUSLY VENTED SOFFIT
SAUGE EEL '1/4" X 20 All V.bad Freme~DOUbb PanewhhLowE 15 0270 4 GAUGE STEEL COIL IL STRAPPING NEW EXTERIOR PERIMETER WOOD FRAME WALL WITH ALUMINUM GUTTER CONSTRUCT BY O WOOD SIDING OVER'TYVER HOUSE 3B" HIGH PPRESSI PAPASIMAKIS ADDIT N -3B"HIGHPPRESSURE TREATED RAIUNG-2'Xfi' 4400 BREAKWATER R 1
Wnd.w2' Wood Fri Double Panev LO E 15 0270 4 WITH (3) 6d COMMON NAILS WRAP OVER' EXTERIOR GRADE'COX' PLYWOOD TOP RAIL WITH 2" TOP RAIL WITH 2"X 4" VERTICAL AND 2"X 4"
Wlndcw3' Manl Fnmi D..n. Par.Mh L.E 15 0270 4 EACH END OF STRAP.' Dom 1: Snlyd 24 0,390 T STRAPPING TO BE 16" O.C. WIT SHEATHING (OR EQUAL) OVER 2" X 4' WOOD STUDS @ PROPOSED FLOOR ASSEMBLY: tCOW BOTTOM RAIL WIT BOTTOM RAIL WITH TX2"VERTICALSPINDLES ® MATTITUCK NY, 11952
12" MIN. BEARING ON EACH COLLAR TIES GR PL 6' D.C. (MAXIMUM 1 S'O.C. WITH 3-112" R-1 5 KRAFT PAER BACKED TONGUE EXCEED gIMUMCLEAROPENINGNOTTO 1-347-739-3439
Compnm. Shama t The prrpDW Wlldin deign da vibed hen Is will wM the WWII plane speOnatlonA and Oder RAFTER 76" O.C. (SEE PLAN FIBERGLASS INSULATION BATTSS BBETWEEN STUDS GREAT ROOM FLOOR SH DHNGGGLUEI AND OD PROPOSED EXCEED 4) -LAN COVERED WITH GYPSUM BOARD SCREWED OVER 7X 10' FLOOR DECK
oahulaMna submlled Mh In. permit.,plinlion The proposed bulling hee been derdl b meet the 2010 New York Enngy Conserved.. FOR SIZE) C.notrudlon cads requlnmmlm in RESrbeck Version 4.43 and On oomply with the mandatory requlremenh llebd in the REScheek inspection ALL STRAPPING T JOISTS @ 1W O.C.
Checklist. INSTALLED LINE OF EXISTING FIRST FLOOR FINISHED FLOOR LEVEL LiYPICALI Sheet Title
LINE OF PROPOSED NEW PORCH SECTION &
Name, Till Signnure one FINISHEDED-F' 60RLEVEL T~TIPICAL)
I INSULATE EXPOSED
FLOOR JOISTS WITH R30 I I I KRAFT PAPER BACKED EXISTING GRADE SLOPED ELEVATIONS AWAY FROM STRUCn1RE
CATHEDRAL CEILING RIDGE FIBERGLASS SS INSULATION
BATTB BETWEEN JOISTS~ CONCRETE PIER:I
- CONCRETE PIER: POURED CONCRETE
3500 PSI AT 28 ON 3500 PSI AT 25 DAYS MIN. WITH %5
8 ENERGY COMPLIANCE 5 ROOF RIDGE STRAPPING DTL- rL. Qal~m REBAR, ID' DIA. PIER Y-Or DEEP MIN. Drawing No,
ON BEARNG ON VIRG BEARING ON VIRGIN SOIL
A-3 NOT TO SCALE A-^ NOT TO SCALE .3
1 17
PAPASIMAKIS S ADDITION AND DECK DRAWING LIST
A-1 TITLE SHEET
A-2 FLOOR PLANS
4400 BREAKWATER RC -ER ROAD, MATTITUCK NY, 11952 1-347-739-3439 A-3 SECTIONS 8 ELEVATIONS
2 A-4 PLAN & DETAILS
I ( i NEW YORK STATE TABLE R301.5 BUILDING DEPARTMENT NOTES
1
SNFCM 2001 Nailing Schedule GLAZED OPENING PROTECTION REQUIREMENTS FOR MINIMUM UNIFORM DISTRIBUTED LOADS DISTRICT 1000, SECTION 99, BLOCK 5, LOT 3 T3
JOIDCDeaCfIPtIOn Number OfNa(S NUmbar Of Nail S aClr1 CONSTRUCTION IN WIND BORNE DEBRIS AREAS MINIMUM UNIFORM DISTRIBUTED LOADS ZONED R-40 LOW DENSITY RESIDENTIAL
Common NBIIS BO%Nah5 ALL PROPOSED WINDOW AND GLAZED DOOR OPENINGS USE LIVE LOAD DEAD LOAD
ROOF FRAMING I SHALL BE PROTECTED WITH PRECUT PLYWOOD PANELS AS R-3 PERMANENT RESIDENTIAL OCCUPANCY CLASSIFICATION EXTERIOR BALCONIES 60 PSF 10 PSF TYPE 5 ORDINARY WOOD FRAME CONSTRUCTION IN
DESCRIBED Raftel'To To Plate (Toe Mailed) (see Table 3.4A (see Table 3.4A Per Rafter Amend BELOW.
- Amendment t to drawings for compliance with Residential Code of CA ling Joist To Top Plate (Toe Nalletl (see Table 3.4A (see Table 3.4A Per Joist New York State Section 8613.4 Wmd-Borne Debris protection DECKS 40 PSF 10 PSF 175 S.F. FIRST FLOOR ADDITION
CeIIIng Joist To Parallel RaEer(Face Nalled) (Sae table 3.9A) (See table 3.9A) Each Lap PASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN 416 S.F.DECK ADDITION
ne _i 8613.4 and glass doors doorrs s in buildin in buildings s located Protection Ceiling Joist Laps Over PartlIons (Face Nalled) (See table 3 9N (See table 3.9A) Each Lo windows a ATTICS WITHOUT STORAGE (LESS THAN 42" CLEAR HT.) 10 PSF 10 PSF
d in hurricane- d CollarTleTo Rafter(Face Planed (Boo table 3.6A) (See table 3.6A per Tie accordance
BlOCkin To Paler (Too Nalletl 2-Sd 2-10d Each End j prone regions from wind-borne debris shall be in acco g ) with Section 8301.2.1.2. ATTICS WITH STORAGE (MORE THAN 42" CLEAR HT. NEW YORK STATE TABLE R301.2 20 PSF 10 PSF
Rhrl Board To Rafler(End Nall a d) 2.1 to 3-16d Each End ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF CLIMATIC AND GEOGRAPHIC DESIGN C ESIGN CRITERIA •
R301.2.1.2 Internal pressure. Windows in buildings lo- SLEEPING ROOMS 30 PSF 10 PSF GROUND WIND SEISMIC SUBJECT TO DAMAGE WINTER ICE WINTER ICE SHIELD FLOOD AIR
'.WALLFRAMING cated in wind-borne debris regions shall have glazed SNOW SPEED DESIGN DESIGN UN STAIRS 40 PSF 10 PSF LOAD CATEGORY TEMP. LA' DESIGN UNDER- HAZARDS FREEZING
Top Plate To Top Plate (Face Nailed 2-16d 2-1811 PeYPoot openings protected from wind-borne debris or the build- WEATHERING SEVERE RE TEMP. LAYMENT INDEX REQUIRED
TopPlatesAtlntersections Face Naile 4-1611 5-1fitl joints- Side ing shallbedesignedasapartiallyenclosedbuildinginae- GUARDRAILS AND HANDRAILS 200 PSF 10 PSF 11 DEG. WITHIN 2'.0" NONE RIVERHEAD
Stud To Stud (Face Nalled) 2-16d 2-1 6d s- Each cordance with the Building Code of New York Stale. ROOF LOADING (LIVE - - 20 110 B FROST LINE 35" 11 DEG. WI' GROUND SNOW LOAD 12 PSF FOR DEPTH ZONE 4 OF ZONE 4 OF EAVES 510
Glazed opening protection for wind-borne debris shall ADJUSTMENTS AS PER TABLE R301.5 OF THE 20 ATTIC WIND SUFFOLK RESIDENTIAL CODE OF NEW YORK STATE) 15 PSF FOR BORNE DEBRIS TERMITE MOD. TO HEAVY 5750 HDD SUFFOLK Y 5]50 HDD
HeaderToHeader (FaceNailed) 16d `1611 16"D,C.Non Ed o8 meet the requirements of the Large Missile Test ofASTM 2-16d E 1996 and ofASTM E 1886 referenced therein. AREA CATHEDRAL DECAY SLIGHT TO
To Or Bottom Plate To Stud End Nalletl) (see Table 3.5A 2-1 Bid per stud EXPOSURE C MODERATE
Exception: Wood structural panels with a minimum FOR
SHORELINE PARTITION LEGEND AREAS
Bottom Plate ToFloor Joist Handioist, Endjeist, 2-16d Par Foot thickness of 7/ 16 inch(11. I min) and a maximum span
g (Face Neilatl) 2-16d Per Foot of 8 feet (2438 mm) shall be permitted for opening Or Blocking Plate protection in one- and two-story buildings. Panels shall EXISTING WALLS AND PARTITIONS TO REMAIN 3 02/20/14 Post Approval Amendment
I FLOOR F RAM IIN G be precut to cover the glazed openings with attachment EXISTING PARTITIONS TO BE REMOVED NEWYORK STATE TABLE R301.7 1 12/13/12 Issued to Building dept
hardware provided. Attachments shall be provided in
JoistToSill, TopPlale,OrGirder (Too Nailed) d-Bd 4-10d PerJoist accordance witlrTable12301.2.L2orshallbedesigned NEW EXTRIOVINYL R PERIMTER ® Mark Date Description
EindgingToJoist JoeNailed) 2-13d 2-10d Each End to resist the components and cladding loads determined DING OVER WOOD FRAME HOUSE wONS OVER vz 4' ALLOWABLE DEFLECTION OF EXPOSURE EXTERIOR GRADE'CDX' PLYWOOD SHEATHING (OR EQUAL) OVER 2"X STRUCTURAL MEMBERS
Blocking To Joist (Foe Nalletl 2-8d 2-10d Each End in accordance with theprovisions ofthe Building Code 4" WOOD STUDS Q ifi" O.C WITH 3-1/2" R-15 KRAFT PAPER BACKED REFER TO TABLE R301.6 OF THE RESIDENTIAL CODE OF NEW YORK STATE) Issue/Revisicn Issued For Building Permit
Blocking To 9111 Or Tup Plate (Toe Nailed) 3.1 Bid 4.16p4 Each Slock o1'New )ork State, FIBERGLASS INSULATION BATTS BETWEEN STUDS COVERED WITH 1/2" YORK STATE) ProJect ID
Ledger Strip To Beam (Face Nalled) 3-1 Bid 4-t6d Each Joist - GYPSUM BOARD STRUCTURAL MEMBER STRUCTURAL STRUCTURAL MEMBER CAD File Name
JoistOnLedgerToBeam(Too Nailed) 3-8d 3-10d Per Joist IXf3LC ttael.[.l.[ ® NEW INTERIOR WOOD FRAME WALL CONSTRUCT BY 2" X 4" WOOD RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH LJ180 11180 Drawn by
Band Joist To Joist End hlalletl) 3;16d 4-1611 PerJolst WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE STUDS ifi" O.C. WITH (1) ONE LAYER OF 1/2" GYP. BD. EACH SIDE. NO FINISHED CEILING ATTACHED TO RAFTERS Checked by.
Band J ulst To S ill Or Top PI ate (Toe Nal led) 2-l bid 9-16d Per Foot FOR WOOD STRUCTURAL PANELSa,b,c,d FASTENER SPACING INTERIOR WALLS AND PARTITIONS H/180 H/180 Issue Date.
EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING FLOORS AND PLASTERED CEILINGS V360 Plot Date:
IROOFSHEATHING I 1 4loot 6fact HIS WORK DURING DEMOLITION AND CONSTRUCTION AGAINST DAMAGE, BREAKAGE, AND 11360 Reviewed By:
_ SirUCtUIaIPanBIS Bid 11011 See Table 3.10 FASTENER Panelspan <panel Spam rpanelspan ( ) TYPE s 4 fool s 6 foot s 8 fool COLLAPSE, ACCORDING TO APPLICABLE CODES, STANDARDS, AND METHODS OF GOOD ALL OTHER STRUCTURAL MEMBERS V240 11240 Designed By.
Dlagnal Board Sheathing - 242' #6 t6" 12„ 9" PRACTICE. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 H/380 Submitted By:
1"X6"X1"X 8" 2-8d 2.10d Per Su ort _ Wood screws ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION SUPERVISION OR OBSERVATION. EXTERIOR WALLS - WINDOW LOADS a. WITH BRITTLE FINISHES L/240 11240
1"X10"0 r Wider 3-6d 3-10d Per Support 242'#8 16" 16' 12 THESE PLANS ARE INSTRUMENTS OF SERVICE AND REMAIN THE PROPERTY OF THE
_ Wood screws CONSULTING ARCHITECT, THE ARCHITECT WILL NOT HAVE CONTROL OVER OR CHANGE OF, EXEXTERIOR WALLS -'WIND LOADS a. WITH FLEXIBLE FINISHES L/120 AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, L/120 Architect's Seal
;CEILING SHEATHING R 110" For Sl: 1 Inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound = 0.454 kg, k& SEQUENCE, AND PROCEDURES OR FOR THE SAFETY PROGRAMS IN CONNECTION WITH THE NOTE: L =SPAN LENGTH H = SPAN HEIGHT
Gypsum Wallboard 5d Coolers 5d Coolers 7"EdueField Imile per hour =L509km/h. PROJECT.
a. This table is based on l 10 mph wind speeds and a 33-foot mean roofheight. SITE WORK NOTES a. THE WIND LOAD SHALL BE PERMITTED TO BETAKEN AS 0.7 TIMES THE CC eI, AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION .7 TIMES THE COMPONENT VG DEFLECTION LIMITS ~~PED A&C,
(WALL SHEATHING j b. Fasteners shall be installed at opposing ends of the wood structural panel. GENERAL: THE CONTRACTOR SHALL DO ALL EXCAVATING AS REQUIRED ON THE HEREIN,
_ Structu rat P anels Btl 1011 see Table 3-11 c. Nails shall be led common or 12d box nails. be CONSTRUCTION DRAWINGS: EARTH BANKS SHALL BE BRACED AGAINST CAVING IN THE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKE AS TWICE THE LENGTH C
Fiberboard Panels d.,Where screws are attached to masonry or masonry/stucco, they shall be _I attached utilizing vibration-resistant anchors having a minimum ultimate B e ^ WORKING AREA. THE BOTTOMS OF ALL FOOTING EXCAVATIONS SHALL BE EXACTLY LEVEL ON RAFTER. THE LENGTH OF THE tD W/NTA
7116" ad - 3" Edge J 6" Field withdrawal capacity of 490 pounds, SOLID UNDISTURBED EARTH. EXCAVATIONS SHALL BE KEPT FREE OF STANDING WATER I
25!32" 9d 31 EdgeJVI Field PRESUMPTIVE LOAD BEARING CAPACITY OF SOIL ON PROJECT SITE IS SAND AND SANDY r
G psum Vtlallboard 5d Coolers 6d Coolers 7" Edge 190"Field, ' GRAVEL AT 3'-0" BELOW GRADE FOUNDATION BEARING LEVEL. LOAD BEARING CAPACITY IS 2,000 POUNDS PER SQUARE FOOT AS PER TABLE R401.4.1 OF THE RESIDENTIAL BUILDING CODE
, Hardboard 8d Bid (see Table 3.11) OF NEW YORK STATE. 9T 0,R, 580 yOQ
Parlicleboard Panels Bel Bid see manufactur a I FOF N
Dla nal Board Sheathing _I
ill XG'Xill X8^ 218d 2-1011 Per Support I
1"X10"Or Wider 3.8d 3.1 Ed Per Support' 435.60' N 78°47'30" E 10" E
(FLOOR 8HEATHIN.0
Structural Panels
F" PAnc f 19" Flald I I I li~ Ia'o F EXISTING MMET9
1 41 LCOO SHED 30'-5.5" EXISTING ONE STORY F
Greater7han 1° Sd tOtl 5" Etl0e18" Field FRAME C CABINABIN FRAMS I
Dlagnal Board Shealhing 10tl tOd NEW 4' HIGH PICKETFENCE 2
p V, x 1X60X01 Wirt 2-9tl '2-1 Dd Per BU art j FINISH RIGS FENCING STREET y
Wider 3-8d 3-1 Od Per support
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F d4~0 fakWehef Rd 4400 Address., MY t 11962 PROPOSED DECK ARCHITECT:
WINTERSON CONSULTING
Address: M # p C p ¢ II I
r r 1di,~' ~p Q III N I III r I 504 East 63rd street 10 Laurel Hill Road
rt Mattituak, NY 11962 ai y MattiLuck, NY 11962 Third Floor Park Ridge , NJ 07656 New York, NY 10065
r W II` Exsr'N Py H I M N yp 6i0ARl RAMS
p nk il`k'i Olreaaore 6Bmnh nearby 9ewe to mep mors- PS Q NR Tp O, PROPOSED ONE 1-201-723-9962 wintersonconsulting@verizon, net
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Tt 1 :.1 ~ ~ I: 4
1 p 6~ _11' '1 ? Y f .A PAPASIMAKIS ADDITION & DECK
q i E%16TING ONE G~ EXISTINGONE A RTORY FRAME F STORY FRAME 4400 BREAKWATER ROAD
1 I Ilut CUkh9guE Ir mR'~a ~ EAd pOn CeoVen OItl MIAIM' ~ n ¢ I CABINS CABINS MATTITUCK NY, 11952
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tcMlood~ 'HOllaw fir: ~ ~~tl13' u 22 ~FINISN SIDE FENCING RTREET Sheet Title
'a ` M IP'D 'I i 1 0.'A° Y1
AqudOague TITLE SHEET ~SSPSS
~yl^,. `Ig, 8oulh ti~~tl r`~ ~ kY G r ~ o z t ' 'T Aa s}nesP4r 1' No ,;gaP p s o-u v., 435.60' S 78°47'30" W T W
° In Utl~Gounhy Atl M''!' iik ;p,,~d 4~0.tl ¢ ,~yia
W"a n `0 T RHeMIN Ex,t l Cnlvedon "Alandere - Terckahoe o t~~,;r e
=.IfFla I buy, 8Nr4t4c4tk p ~ 4 4 e Y ¢h NORTH PLOT PLAN SCALE: 1" = 2M' FLOOR AREA CALF FLOOR AREA CALCULATIONS, /
4 4ono Mlann f i a South I ggam' LOT AREA: LOT AREA: 97,133.55 S.F. Drawing No.
- ~~8rAYa:!?fi~ ._av1'r~ ra ag fit 1 ~ a S' ~snrt p,n u Q PLOT PLAN INFORMATION OBTAINED FROM SURVEY BY: FLOOR AREA: FLOOR AREA: 4,632.4 S.F. FLOOR AREA RATIO: 5,32% A-1
HAYNES LAND SURVEYORS FLOOR AREA RAT 199 LAFAYETTE DRIVE LOT COVERAGE: LOT COVERAGE: 3,594 S.F
LOCATION MAP LOCATION MAP SYOSSET, NY 11791 LOT COVERAGEF LOT COVERAGE RATIO 4.14%
NO SCALE NO SCALE 1of4~-~ j
DRAWING LIST
DOOR AND WINDOW HEADER 26'-0" A-1 TITLE SHEET
/ ALL STRAPPING TO BE INSTALLED 16" FASTENING SCHEDULE 4112 12'-7 314" 12'-7112" A-2 FLOOR PLANS
/ C.C. ROUGH OPENING FRAMING REQUIREMENTS FOR A-3 SECTIONS B ELEVATIONS
ACONTINUOUSLY CONNECTED PATH WINDOW OPENINGS (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) A4 PLAN & DETAILS
MUST BE PROVIDED FROM THE STUD =<®)2) 2"x12"PT, DECK BEAM
TO THE GIRDER BELOW. NOTATION A B C D E F BLOCKING @ 48" O.C. MAX IN FIRST TWO I
RoucH BLOCKING @ 2 FRAMING SPACES AT EACH END II I~
ALL STRAP STOCK NUMBERS SHOWN OPENINGS FRAMING SPAT i ARE FROM "SIMPSON STRONG TIE z-°„ z D)
CONNECTORS" FLOOR FRAMIr 4 (U 2" X 4" 2 2 2 2 FLOOR FRAMING I) I
MT830 UPLIFT CONNECTOR (TYPICAL) s-°• (2) 2"X 4•, 5/3" MIN. T & G 5/8" MIN. T & G PLYWOOD FLOOR I~
SHEATHING GI 6 OR 3 3 3 3 WITH STAGGEI SHEATHING GLUED AND SCREWED WITH STAGGERED JOINTS _II
CS20 COIL STRAP (UPLIFT CONNECTOR (1)2'X6^ v I
- TYPICAL AT ALL HEADER TO JACK 12) T X 4" FLOOR I I =11
CONNECTIONS) WITH 12" MIN. BEARING B OR 3 3 3 ON STUDS 3 JOIST I a yll 4
10'-0^ 10 (2)TX 6" 4 4 4 4 I a m I -
2^x^ 5 a 5 4 PHD6 (UPLIFT CONNECTOR) WITH 718 12`°" 12 (2) II~ ~I
r DIA. THREADED ROD EMBEDDED 12-112" I 3
e~ CONCRETE WITH "SIMPSON" ET NOTATION: A' NUMBER OF Btl NAILS El EACH END OF STRAPPINGS LIABLE (HI STRENGTH EPOXY ADHESIVE) 3.7, PAGE 1671 6 TABLE NA PAGE 316) I
\ FOR TEMP.'S 0 TO 40 DEGREES F B -NUMBER OF SILL STUDS -ON FLAT (Does NOT APPLY TO IIv I~
BE x"xa t 1 i t "SIMPSON" AT (HIGH H STRENGTH DOORS) (TABLES 3.23B, PAGE 183) II I
ADHESIVE TYPICAL G - NUMBER OF FULL HEIGHT KING STUDS @ EACH BIDE OF ACRYLIC ) ( AT HEADER (TABLES 323C, PAGE 193) II II II
Jl CORNERS OF BUILDING AND AT ENDS OF D - NNUMBER O T16d NO NAILS, END-MAILED of HEADER @ EACH SIDE (TABLE SHEARWALLS) PAGE 157) & (TABLE 6A, PAGE 316) 2" X BLOCKING I
E -NUMBER OF JACK STUDS @ EACH END OF HEADERS FULL DEPTH
(TABLES 322F, PAGE 191) ASSUME DOUBLE HEADER F-NUMBER OF 16J NAILS END-NAILED THROUGH ADJACENT OF JOIST I (1) 2"x12"P.T. NAILER - - - - - - - - - - - - - r
JACK STUDS TO END OF GILLIS) @ EACH SIDE (DOES NOT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
WINDOW AND DOOR OPENING PAGE' o DOORS) (TABLES 36, PAGE 157)&(TABLE 6A, CEILING AND FLOOR BRACING AT END WALLS
6 CONNECTION TYPES CEILING
NOT TO SCALE A-~ NOT TO SCALE NOT TO SCALE
A-2 MAINTENANCE SCREEN- 11
EXISTING 6" CONCRETE BLOCK ON 6" DEEP X DEEPX
10" WIDE CONCRETE SLAB TO ro
STRUCTURE RECEIVE CONCRETE BLOCK. (TYPICAL AT (3) SIDES OF ADDITION) c. 2 02/11/13 Revision #1 DDITION) \
I I 't 1 1 12/13/12 Issued to Building dept
ROOF FRAMING
BUILDING DEPARTMENT NOTE: Mark Date Description
WINDOW LIGHT AND THE MAINTENANCE SCREEN IS INTENDED TO ONLY SERVE AS BARRIER TO PREVENT MOISTURE AND
N DOUBLE TOP PLATE PESTS FROM THE UNDERSIDE OF THE ADDITION. IT IS CONCRETE PIER. POURED CONCRETE 'ONCRETE I ssuetRevlslon Issued For Building Permit
MTS30 UPLIFT CONNECTOR AT EACH RAFTER AND VENTILATION CALLS. NOT TO SERVE ASA FOUNDATION FOR THE 3500 PSI AT 28 DAYS MIN. WITH 415 REBAR, 10" CIA PIER T-O" DEEP MIN EEP MIN I I Project ID _ CAD File Name
HEADER STUD (TYPICAL) G GREAT ROOM ADDITION. IT WILL BE CONSTRUCTED IN SUCH A WAY BEARING ON VIRGIN SOIL
CS20 COIL STRAP (UPLIFT CONNECTOR -TYPICAL 175SF TO MOVE INDEPENDENTLY FROM THE ABOVE STRUCTURE. IT WILL NOT BE FIXED OR FASHIONED TO THE UNDERSIDE Drawn
iv AT ALL KING STUD TO TOP PLATE CONNECTIONS) L, LIGHT REQUIRED 14.00 SF OF THE ADDITION IN ANYWAY. WHERE THE TOP OF CONCRETE j Checked d by:
KING STUD 12" MIN. BEARING ON STUDS L LIGHT PROVIDED 17.2 SF BLOCKS MEET THE UNDERSIDE OF THE ADDITION A FLEXIBLE / I h Issue Date:
ALL STRAPPING TO BE INSTALLED 16" O.C. UNLESS VENTILATION REQUIRED 7.00 SF MEMBRANE WILL BE PROVIDED. Plot Date'
OTHERWISE NOTED. ACONTINUOUS CONNECTED VENTILATION PROVIDED 11.4 SF Reviewed By:
CS20 COIL STRAP (UPLIFT PATH MUST BE PROVIDED FROM THE STUD TO THE I 11'-s" Designed By.
CONNECTOR TYPICAL AT ALL GIRDER BELOW. ALL STRAP STOCK NUMBERS I Submitted By.
HEADER TO JACK CONNECTIONS) (2) 16d COMMON NAILS @ SHOWN ARE FROM "SIMPSON STRONG TIE 12" MIN. BEARING ON STUDS CONNECTORS" F PROVIDE A MINIMUM OF ONE WINDOW OR EXTERIOR CONCRETE FOOTING: POURED J G:POURED
O.C. FOR FULL LENGTH DOOR IN EACHHABITABLE SPACE FOR EMERGENCY CONCRETE 3500 PSI AT 28 DAYS MIN. I AT 28 DAYS MIN.
OF STUD C320 COIL STRAP (UPLIFT CONNECTOR) TYPICAL AT ~ ALL STUD TO BOTTOM PLATE AND RIM JOIST E EGRESS IN CONFORMANCE WITH N.Y.S, CODE SECTION WITH d5 REBAR, 20" DIA.,T-0" DEEP "DIA.,T-0"DEEP Architect's Seal
CONNECTIONS) 12" MIN, BEARING ON STUDS F MIN. BEARING ON VIRGIN SOIL - TOP R310 MIN. OPENING OF 5.7 S. F. (5.0 SF @ GRADE LEVEL OF FOOTING 3'0"MIN FROM GRADE. IRGIN SOIL - TOP I FROM GRADE.
NO UPLI CONNECTOR WHEN GRADE TO SILL DOES NOT EXCEED 44") WITH A ITYP FOR 31
REQUIRE MINIMUM NET HEIGHT OF 24"AND NEWWIDTH OF20" G FOUNDATION PLAN PEDggc
(OPERABLE WITHOUTTOOLS) BOTTOM OF OPENING 'o~~oNVto wlrorF9~2~T~~t
r NOT TO EXCEED 44" AFF), A-2 SCALE: 1/4" = l'-O"
3
f ALL WINDOWS ARE TO BE ANDERSEN WITH LOW "E" A-3
GLASS OR EQUAL. ANDERSEN 400 SERIES OR 26'-0" T ~
EQUIVALENT, 028800 yOQ
FRAMING AND UPLIFT CONNECTION FOR WINDOW AND E F~F N
5 DOOR OPENINGS
)IN OT TO SCALE 36" HIGH PRESSURE TREATED RAILING - YEATED RAILING
A-2 2" X V TOP RAIL WITH 4'X 4" VERTICALS WITH 2" X 4" BOTTOM RAIL WITH 2" X 2" X 4"VERTICAL S AIL WITH 2"X2"
VERTICAL SPINDLES @ 5" O.C. (MAX 5" D.C. (MAX
141 PROPOSE CLEAR SPACE BETWEEN RAILINGS TO N RAILINGS TO 141
L ~Eve PT nrnmr- nF(K BELESSTHAN4") m.
CS20 COIL STRAP k"ll GUNNtU I UFi 3PACEDWITHONE 12d
TYPICAL) WITH 12" MINIMUM BEARING ON I PROPOSED NAILON2"XB"P.T.DECK 416 SOFT II I
STUDS, WRAPPED UNDER SILL AND NAILED DECK JOISTS SPACED@ifi" I~
TO BOTTOM OF SILL O,C. urn
II II ~ Iml II
I I 'a I~I
II II
II II II
0 II CS20 COIL STRAP II
BETWEEN EXISTING AND 121
NEW WALLS I
NOTE: CONTINUOUSLY m CONTINUOSLY CONNECTED PATH 6.2" ABE44 SEE DETAIL 41A-2
f0' /
MUST BE PROVIDED FROM THE STUD p- (2(2"xfi"HDR WITH e"PLATE STL \ j' PLATE STL ARCHITECT:
TO THE GIDER BELOW 4SLING BETWEEN LUMBER UMBER WINTERSON CONSULTING
0 ALL STRAP STOCK NUMBERS SHOWN i, DOOR TO REMAIN a
ARE FROM'SIMPSON' STRONG TIE 2'x 10" FLOOR JOISTS @ 16" O.C. TS@16"C.C. 504 East 63rd street 10 Laurel Hill Road
CONNECTORS' Third Floor Park Ridge NJ 07656
CONCRETE PIER, SEE al New York, NY 10065
FOUNDATION PLAN ° PROPOSED ROOF °=o PROPOSED v 1-201-723-9962
0 0 \ o EXISTING GREAT ROOM ° w wintersonconsulting@verizon. not
r~) 7 i ROOM 175 SOFT i
r EXISTING CHIMNEY i d _ 2x 10" RIDGE BEAM
U ~ I1I
~ U J PROJECT NAME
ABE44
~o SEE DETAIL4IA-2 PAPASIMAKIS ADDITION & DECK
EXISTING ROOF SKYLIGHT 4400 BREAKWATER ROAD
L MATTITUCK NY, 11952
GS20 COIL STRAP 1-347-739-3439
ABE44 GALVANIZED STEEL nd d BETWEEN EXISTING AND
POST BASE ASSEMBLY, WITH ° e NEW WALLS
71" GALVANIZED ANCHOR BOLT a a',d (2(2"xFHDR - (2(2"xVHI j(2)2"xVHbR~
IMBEDDEDINPOURED A CONCRETE SUPPORT e ° 'q sheer Title
a dl 4, 44 3'-3
1 2'4" r-0 ABE44 FLOOR PLANS SEE DETAIL 41A-2
a ° 1 L,/ A-3 A-3
a ~ ° n I 4
A-3
Drawing No.
)=PROPOSED ROOF PLAN FIRST FLOOR CONSTRUCTION PLAN
4 TYPICAL FOUNDATION TIE-DOWN METHOD 3 PROPi
NOT TO SCALE SCALE 114" SCALE: 114" = 1'-0" SCALE: 1/4" = 1'-0" A-2 A-2
A-2 A-2
2 of 4
DRAWING LIST
A-1 TITLE SHEET
A-2 FLOOR PLANS
A-3 SECTIONS & ELEVATIONS
CAT[ CATHEDRAL ROOF ASSEMBLY -240#ARCHITECTURAL EXISTING ROOF, PATCH AND PROVIDE AA PLAN & DETAILS
NEW SKYLIGHT WITH CATHEDRAL ROOF ASSEMBLY -240# ARCHITECTURAL ASP[ ,L ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH NEW SHINGLES FOR TRANSITION BETWEEN _ 7H EXISTING OVER 309 ROOFING FELT ON i"CDX' PLYWOOD NEW AND OLD STRICTURE
LOW-E GLASS ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH EXIS' EXISTING OVER 30# ROOFING FELT ON i"'CDX'PLYW00D FOCI 000 ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED
ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED FOR TED FOR PLYWOOD SHEATHING) ON ROOF RAFTERS @ 16" HEIGHT OF ROOF RIOT EIGHT OF ROOF RIDGE ABOVE ADJACENT GRADE
- FOR PLYWOOD SHEATHING) ON ROOF RAFTERS @16" O.C.' 6° O.C. WITH R-30c KRAFT PAPER BACKED FIBERGLASS
O.C. WITH R-30c KRAFT PAPER BACKED FIBERGLASS INSU INSULATION BATTS BETWEEN RAFTERS COVERS WITH i" - Ti GYPSUM BOARD -
INSULATION BATTS BETWEEN RAFTERS COVERS WITH GYP: GYPSUM BOARD
- NEW[ NEW DOUBLE-HUNG WINDOW WITH _-EXISTINGSLIDING---------- '-LINE Of LINE OF NEW STRUCTURAL HEADER
NEW METAL DOOR LOW-) LOW-E GLASS DOOR TO REMAIN
11 CONTINUOUSLY VENTED SOFFIT WITH ALUMINUM NEW
GUTTER CON: NEW EXTERIOR PERIMETER WOOD FRAME WALL f f CONSTRUCT BY 4" WOOD SIDING OVER'TYVEK HOUSE 36" HIGH PPRESSURE
NEW PORCH: f NEW DOUBLE-HUNG WRAF WRAP OVER," EXTERIOR GRADE'CDX PLYWOOD LLI TREATED RAILING
P.T. WOOD STAIR AND LANDING 836" _ WINDOW WITH LOW-E SHEA SHEATHING (OR EQUAL) OVER 2" X 4" WOOD STUDS @
HANDRAIL. (2) TREADS AND RISER - GLASS 16" 0. 16" O.C. WITH 3-1/2'R-1 5 KRAFT PAPER BACKED - - - - - - - FIBERGLASS INSULATION BATTS BETWEEN STUDS
NOT TO EXCEED 28". PROVIDE - FIBEF CONCRETE FOOTINGS COVE COVERED WITH i"GYPSUM BOARD
EXISTING GRADE VENT WITH INSECT LIN LINE OF EXISTING FIRST FLOOR _
SCREEN(EYP. FOR 2 FINIS FINISHED FLOOR LEVEL (TYPICAL)
ON OPOSITE WALL) _ LINE FINIS LINE OF PROPOSED NEW PORCH _ FINISHED FLOOR LEVEL (TYPICAL)
NEW CONCRETE
' - NEW CONCRETE PIER DECK PIERS, SEE '
FOUNDATION PLAN ACCESS HATCH (TYP FOR 3) i
L J L J I WITH FOOTING, SEE MAINTENANCE SCREEN- I FOUNDATION PLAN EXISTING
6" CONCRETE BLOCK ON 6" DEEP X MAINTENANCE SCREEN- STRUCTURE
RECEIVE CONCRETE BLOCK. 6" CONCRETE BLOCK ON 6" DEEP X RECEIVE CONCRETE BLOCK.
(TYPICAL AT (3) SIDES OF ADDITION (TYPICAL AT (3) SIDES OF ADDITION
2 02/11/13 Revision #1
1 12/13/12 Issued to Building dept
3 ELEVATION Mark Date Description
4 ELEVATION
SCALE: 114" A ^ SCALE. 1/41'-0" Issue/Revision Issued For Building Permit
A-3 Project ID
CAD File Name
Drawn by:
2" X 10" RIDGE SEAM Checked by:
CONTINUOUSLY VENTED Issue Date.
Plot Data
NOTE: BLIND FLASH ALL INTERSECTIONS OF HORIZONTAL AND VERTICAL. _ _ELAT-9"+/- Reviewed By
- - CATHEDRAL ROOF ASSEMBILY -240#ARCHITECTURAL HEIGHT OF ROOF RI HEIGHTOFROOFRIDGEABOVEADJACENTGRADE Designed By
SELF ADHESIVE BITUMINOUS ROOFING FELT TO BE ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH Submitted By.
BUILDING DEPARTMENT NOTE: THE MAINTENANCE SCREEN IS INTENDED TO ONLY T INSTALLED ON PLYWOOD ROOFING FROM FASCIA 12 EXISTING OVER 30# ROOFING FELT ON J-CDX'PLYWOOD
SERVE AS BARRIER TO PREVENT MOISTURE AND BOARD TO 2-0" PAST EXTERIOR WALL O PREVENT 55~ ROOF SHEATHING (NO ALTERNATES WILL BE ACCEPTED
PESTS FROM THE UNDERSIDE OF THE ADDITION. IT IS STRAP EACH SIDE OF JOIST WITH (3) as COMMON NAIL ND OF STRAP ASI MFG'D. BY SIMPSON )Ba COMMON NAILS LEAKAGE FROM ICE DAMS, FOR PLYWOOD SHEATHINGq ON ROOF RAFTERS @16" 0 C WITH R-30c KRAFT PAPER BACKED FIBERGLASS Architect's Seal
NOT TO SERVE AS A FOUNDATION FOR THE INSULATION BATTS BETWEEN RAFTERS COVERS WITH z" GYPSUM BOARD
ADDITION. IT WILL BE CONSTRUCTED IN SUCH A WAY _ EL.fi=1B1"
TO MOVE INDEPENDENTLY FROM THE ABOVE STRUCTURE, E PLAN FOR SIZE AND TYPE _ ---LINE LINE OF NEW STRUCTURAL HEADER PED ARC
IT WILL NOT BE FIXED OR FASHIONED TO THE UNDERSIDE OF POST AND BEAM ~GJ OpVID WINTF y~T
OF THE ADDITION IN ANYWAY. WHERE THE TOP OF CONCRETE P AS MFG'D. BY SIMPSON EACH SIDE OF POST AND BE{ CONTINUOUSLY VENTED SOFFIT
BLOCKS MEET THE UNDERSIDE OF THE ADDITION A FLEXIBLE MEMBRANE WILL BE PROVIDED. PPING TO BE INSTALLED 16" O.C. UNLESS OTHERWISE ESS OTHERWISE NEW EXTERIOR PERIMETER WOOD FRAME WALL WITH ALUMINUM GUTTER TOP HIGH RAIL WITH 2"X PPRESSURE TI HIGH PPRESSURE TREATED RAILING -2"Xfi"
4"V =OR SIZE AND TYPE WRAP OVECONSTRUCT BY4"WOO SIDING OVER'TYVEK HOUSE f f f f BOTTOM RAIL WITH 2"X R"EXTERIOR R GRADE 'CDX' PLYWOOD TO ' RAIL WITH 2" X 4" VERTICAL AND 2'X4' 70M RAIL WITH 2" X 2" VERTICAL SPINDLES Q
TREATED POST. SEE FLOOR PLAN FOR SIZEAND TYP SHEATHING (OR EQUAL) OVER 2" X 4" W000 STUDS @ 6" O.C. (MAXIMUM CLEAT I.C. (MAXIMUM CLEAR OPENING NOT TO
]LABE44 LVANIZED STEEL POST SADDLED AS MFG. BY'SIMPSON MFG. BY'SIMPSON' 1TO.C.WITH 3-1/2"R-15 KRAFT PAPER BACKED EXCEED 4") FIBERGLASS INSULATION BATTS BETWEEN STUDS ;EED 4") 028580 yl)Q
COVERED WITH ?'GYPSUM BOARD
L _-_-_FIN LINE OF EXISTING FIRSTFLOIR Q_~F NE`t't
FINISHED FLOOR LEVEL (TYPICAL)
I I APPROXIMATE HEIGHT OF IGRAOE LII LINE OF PROPO: NEW PORCH _
MAINTENANCE SCREEN- - - - FIN FINISHED FLOOR LEVEL (TYPICAL)
fL-POURED CONCRETE PIER. :SEE FOUNDATION PLAN FOR SIZE AND TYPE 6"CONCRETEBLOCKON6"DEBT ( - -EXISTING GRADE SLOPED
BOTTOM OF PIER BEARING ON VIRGIN SOIL RECEIVECONCRETEBLOCK. rAO (TYPICAL AT (3) SIDES OF ADDITION -1 AWAY FROM STRUCTURE
CL_'SJ
REScheck Software Version 4.4.3 L LJ LJ CONCRETE PIER: POUR VCRETE PIER: POURED CONCRETE
3500 PSI AT 28 DAYS MII 0 PSI AT 28 DAYS MIN. WITH # 5
Compliance Certificate 7 FLOOR BEAM POST. SUPPORT DETAIL 10" . PIER 3'- DETAIL BEEAR NG IAR, 10" DIA. PIER 3'-0" DEEP MIN.
ON IVIRG N SO (RING ON VIRGIN SOIL
SCALE= 1'-0"
A-3 2
SCAL ELEVATION
Project Title: PAPASMAKIS ADDITION A-3 E: 1/4" = 1' l
Energy Code 2009 IECC Location: Suffolk County, New York
Construction Type Single Family ABE" POST BASE ASSEMBLY
Project Type: Addition/Alteration Hoaling Degree Days: 5999 e
Climate Zone. 4
WASHER SUPPLIED WITH ASSEMBLY RAFTER TIES ASSEMBLY - 2" X 6" RAFTER TIES @ 16-
Construction Site: Owner/Agent: Deslgner/COntractor: i/2" GALV. ANCHOR BOLT IMBEDDED 2" X 10" RIDGE BEAM O.C. BOLTED TO RAFTERS WITH (2) i" DIA. BOLTS AT CONTINUOUSLY VENTED, SEE EACH CONNECTION WITH R-30c KRAFT PAPER
4400 BREAKWATER ROAD < m IN POURED CONCRETE SUPPORT MATT/TUCK, NY 11952 PIER DETAIL 5IA-3 BACKED FIBERGLASS INSULATION BATTS BETWEEN ARCHITECT'
POURED CONCRETE PIER NOTE: BLIND FLASH ALL INTERSECTIONS 2"x4"STRONG BACKS JOISTS COVERED WITHI i"GYPSUM BOARD _ _EL,13's",,. WINTERSON CONSULTING
OF HORIZONTAL AND VERTICAL (CONTINUOUS) CATHEDRAL ROOF ASSEMBLY -240# ARCHITECTURAL HEIGHT OF ROC HEIGHT(YFROOFRIDGEABOVEADJACENTGRADE 504 East 63rd street 10 Laurel Hill Road
Compliance: 11.6% Better Than Code Maximum UA: 69 Your UA: 61 I Third Floor Park Ridge , NJ 07656
The°,Rmwnl Wome Than Cade Indexrdiaels howclew Is chrc,, ner Ipa heuw le hash on cede tretlo-oliIWea. SELF ADHESIVE BITUMINOUS ROOFING FELT TO BE ASPHALT OR FIBERGLASS ROOF SHINGLES TO MATCH INSTALLED ON PLYWOOD ROOFING FROM FASCIA 12 EXISTING OVER 30# ROOFING FELT ON i"COX PLYWOOD New York, NY 10065
It DOES NOT plovtlo an est mob of energy Na orcor4 rolelior Io..WiYOUmcotla MOme. BOARD TO T-0" PAST EXTERIOR WALL O PREVENT 55~ ROOF SHEATH ING(NO ALTERNATES WILL BE ACCEPTED 1-201-723-9962
LEAKAGE FROM ICE DAMS, FOR PLYWOOD SHEATHING) ON ROOF RAFTERS @ 16" O.C. WITH R-22 KRAFT PAPER BACKED FIBERGLASS wintersonconsulting@verizon.net
6 POST BASE DETAIL EL,B-C_ INSULATION BATTS BETWEEN RAFTERS COVERS WITH z"
NOT TO SCALE LINE OF NEW TOP PLATE GYPSUM BOARD
Gelling 1: Cathedral Calling 175 22.0 0.0 a A-3 L EL.6',101"
Skylight 1 Metal Frame with Thermal Break:Double Pane with 10 0.500 5 6"FASCIA LINE OF NEW STRUCTURAL HEADER PROJECT NAME
Low-E CONTINUOUSLY VENTED SOFFIT
Floor 1: All-Wood Jolst(Truss:Over Outside Air 176 30.0 0,0 6 NEW EXTERIOR PERIMETER WOOD FRAME WALL WITH ALUMINUM GUTTER 36" HIGH PPRESSUI PAPASIMAKIS ADDITION & DECK 36" HIGH PPRESSURETREATED RAILING -2"X6" 4400 BREAKWATER ROAD
Wall t: Wood Frame, i9" o.c. 320 150 OA 19 SIMPSON CS20 1-1/4" X 20 CONSTRUCT BY 4" WOOD SIDING OVER'TYVEK' HOUSE TOP RAIL WITH 2" X 4" VERTICAL AND 2" X 4"
Window 1: Woad Frame Double Pane With Law-E 10 0270 3 GAUGE STEEL COIL STRAPPING WRAP OVER'E' EXTERIOR GRADE'CDX PLYWOOD TOP RAIL WITH 2" X BOTTOM RAIL WITH 2"X2" VERTICAL SPINDLES@ MATTITUCK NY, 11952
Window 2: Woad Fiame:Double Pane with Low-E 24 0270 6 WITH (3) ad COMMON NAILS @ EACH END OF STRAP. SHEATHING (OR EQUAL) OVER 2" X 4" WOOD STUDS @ FLOOR ASSEMBLY:?"CDX' BOTTOM RAIL WITH i6"O.C WITH 3-012"R.15 KRAFT PAPER BACKED PROPOSED TONGUE AND GROOVE PLYWOOD 6"O.C.(MAXIMUM C 6" O.C. (MAXIMUM CLEAR OPENING NOT TO
Window 3: Metal Frame:Double Pane with Low-E 24 0.270 6 STRAPPING TO BE 16" O.C. WITH FIBERGLASS INSULATION BATTS BETWEEN STUDS GREAT ROOM FLOOR SHEATHING GLUED AND PROPOSED EXCEED 4') EXCEED 4") 1-347-739-3439
Door 1: Solid 30 6.300 9 12" MIN. BEARING ON EACH COLLAR TIES RAFTER i6" O C. (SEE PLAN PLAN COVERED WITH GYPSUM BOARD SCREWED OVER 2" X 10" FLOOR DECK JOISTS @ 16' O.C.
FOR SIZE) LINE OF EXISTING FIRST FLOOR FINISHED FLOOR LEVEL (TYPICAL)
Compliance Statement: The proposed bullding design described here le consistent with the building plans, specifications, and other ALL STRAPPING T ?x Sheet Title LINE OF PROPOSED NEW PORCH SECTION (St
calculations submitted with the permit application. The proposed building has been designed to meet the 20091ECO requirements in INSTALLED REScheck Verslon 44.3 end to comply with the mandatory requirements listed in the REScheck Inspection Checklist. FINISHED FLOOR LEVEL (TYPICAL)
( INSULATE EXPOSED EXISTING GRADE SLOPED ELEVATIONS
FLOOR JOISTS WITH R30 AWAY FROM STRUCTURE
Name - Title Signature Date CATHEDRAL CEILING RIDGIE KRAFT PAPER BACKED I FIBERGLASS INSULATION
BATTS BETWEEN JOISTS~ CONCRETE PIER. P
- CONCRETE PIER. POURED CONCRETE
3500 PSI AT 28 DAY 3500 PSI AT 28 DAYS MIN. WITH # 5
REBAR, 10"DIA. PIE REBAR, 10" DIA. PIER 34" DEEP MIN. Drawing No BEARING ON VIRGIN SOIL
8 ROOF RIDGE STRAPPING DTL. 6 ROOF RIDGE STRAPPING DTL. TL. 1 SECTION BEARING ON VIRGI
A_~ SCALE: 1/4"=1'-0"
NOT TO SCALE A-3 NOT TO SCALE A-3 A-3
3 of 4
DRAWING LIST
A-1 TITLE SHEET
A-2 FLOOR PLANS
A-3 SECTIONS & ELEVATIONS
22 A-4 PLAN & DETAILS
i DECK
NEW HANDRAIL 2'-10" TO THE TOP OF THE HANDRAIL
(MAX. CLEAR OPENING BETWEEN STAIR RAILS NOT TO EXCEED 4")
\ EXISTING STAIR PLATFORM TO REMAIN
LINE OF EXISTING FIRST FLOOR --T-- - - - FINISHED FLOOR LEVEL (TYPICAL)
NEW 18" HIGH GRAVITY WALL ON COMPACTED SOLI
NEW STEPS 7 RISERS @ 7" HIGH AND 11.5" DEEP TREADS
NEW NEW WALKWAY EXISTING DRIVEWAY
I GRADE _ _LINE OF EXISTING DRIVEWAY LINE Q ENTRANCE LOCATION
DEMO EXISTING GRAVITY
NEW CMU BLOCK WALL WALL
L _ NEW CONCRETE OR CMU FOOTING , POURED CONCRETE 3500
PSI AT 28 DAYS MIN. WITH #5 REBAR, 12" X 6" DEEP MIN. NEW 18" HIGH GRAVITY
BEARING ON VIRGIN SOIL OR 3'-0" FROM GRADE OR 12" CMU WALL ON COMPACTED SOIL LIVING/DINING 3 02120/14 Post Approval Amendment
FILED WITH GROUT AND #5 REBAR. FINISH TO MATCH EXISTING GREAT ROOM iOOM 1 12/13/12 Issued to Building dept
EXISTING STRUCTURE \ WALL
Mark Date Description
na Issue/Revision Issued For Building Permit
Protect lD
I CAD File Name
Drawn by:
EXISTING STAIR I Chocked by.
2 STAIR ELEVATION PLATFORM Issue Date:
SCALE: 1/= 1'-0" \ \ TO REMAIN KITCHEN Plot Date:
A-4 Reviewed By:
Designed By:
\ \ DN I 0 Submitted By:
I
Arehlteet's Seal
NEW W NEW WALKWAY INFILL UP O
TO Mi TO MATCH EXISTING \ \ 6 NEW KITCHEN LAYOUT -IEN LAYOUT
OF DRIVEWAY LEVEL
& FINISH
BATHROOM PEDA RC
EXISTING WALL #8 FINIISH HEAD SERIES WITH Y4' EMBEDMENT ~~yo ~PV1g WINTF9y/)~
INTO ROUGH FRAMING ~ 02 GTE
n NEWSTEPS WITH HANDRAIL \ = -E L- -
EXTERIOR TRIM SIZE TO MATCH EXISTING _ J
WRAPED IN ALUMINUM FILL V(OID WITH PLATFORM REPLACE BATHROOM BATHROOM 9T ~E850~ yOQ
NON EIXPANDING FOAM PLUMBING FIXTURES AT 3 FIXTURES AT FOF N
INSULATION EXISTING LOCATION. LOCATION.
NAILING FIN DEMO EXISTING STEPS REPLACE ALL FLOOR AN ALL FLOOR AND
WALL FINISHES. SHES.
NEW LIGHT FIXTURE. T FIXTURE.
CAULKING WITH BEDROOM2
BACKER ROD f
HEAD & JAMB DETAIL INTERYOR TRIM Q EXISTING DRIVEWAY BEDROOM 1
TO REMAIN
D Ooo
GENERAL REPAIR & REPLACEMENT WOF =MENT WORK:
a q Q, o 0 NEW 18" HIGH GRAVITY WALL 1 - REPLACE ALL INTERIOR GYPSUM BORAD AND BORAD AND WALL
ON COMPACTED SOIL FINISH INSULATION WITH NEW%" GYPSUM BOARD ANC )M BOARD AND NEW R-15
NEW DOUBLE-HANG NEW WALKWAY INFILL TO MATCH EXISTING WALL INSULATION ARCHITECT:
REPLACEMENT TO MATCH EXISTING 2 - REPLACE ALL WINDOWS WITH NEW LOW-E GLA :W LOW-E GLASS WINDOWS WINTERSON CONSULTING
WINDOW DRIVEWAY LEVEL DEAMO EXISTING GRAVITY OPERABLE WINDOWS SHALL BE DOUBLE-HANG )OUBLE-HANG SEE DETAIL 3 504 East 63rd street 10 Laurel Hill Road
& FINISH - Third Floor Park Ridge , NJ 07656
4 - REPLACE ALL EXISTING SIDING WITH 4" VINYL S L JITH 4" VINYL SIDING OVER New York, NY 10065
o 'TYVEK' HOUSE WRAP, 3-1/2"R-15 KRAFT PAPER KRAFT PAPER BACKED 1-201-723-9962
- - - - _ _ FIBERGLASS INSULATION BATTS BETWEEN STL BETWEEN STUDS COVERED wintersonconsulting@verizon.net
Q SHIM BOTTOM TO SILL DETAIL ALLOW FOR CAULKING WITH 2' GYPSUM BOARD
5 - REPLACE ALL HOT&COLD WATER PIPING FROM PIPING FROM DOWN SIDE OF
MAIN SHUTOFF VALVE TO FIXTURES. tES. PROJECT NAME
WINDOW FRAME INTERIOR TRIM
6 - REPLACE ALL DOORS AND FRAMES. ES. PAPASIMAKIS ADDITION & DECK
CAULKING WITH D 4400 BREAKWATER ROAD
BACKER ROD MATTITUCK NY, 11952
1-347-739-3439
EXTERIOR TRIM
WRAPED IN ALUMINUM Sheet TRI.
NAILING FIN Qf R LAN LOO PLAN & DETAILS
EXISTING WALL FILL VOID WITH SCALE 1/4"=1'-
NON EXPANDING FOAM 2
INSULATION
Drawing No.
3 WINDOW DETAIL
SCALE: fi" = 1'-0"
A-4 A-4
4af4
i