HomeMy WebLinkAbout1000-35.-1-25 (2) TYPICAL HEADER
OR AS PER PLANS
MTS24C RAFTER TIE KING STUD
BY SIMPSON OR EO, RAFTER
TYP. AT WIN. HDR. CRIPPLE STUD
R.R. AT 16" O.C. AS PER PLANS HEADER
EXISTING HOUSE TOP PLATE
DBL, TOP PLATE AT
SECOND FLOOR OR WALL STUD JACK STUDS
AT SINGLE STORY
1 1/4"x24" 20 GAGE ALTERNATIVE RAFTER TO WALL STUD CONNECTION
HEADER STRAPS TYP.
n' AT 2ND FLR. EXT.
WINDOW TYPICAL HEADER ONNE TION
-OPENING WALLS
WALL FRAME @16" O.C.
1 1/4"x24" 20 GAGE
JACK STUD STRAPS TYP.
EXISTING CONCRETE PATIO AT 2 SIDES OF OPENING
RIM JOIST DBL. SILL PLATES
all 3"x3"A2" STL. BEARING PLATE MANUFACTURED (TO OVERLAP JOINTS)
1 1/4"x24" 20 GAGE BY SIMPSON STRONG-TIE CONNECTORS MODEL No. SILL GASKET
p = LBPSY2 OR APPROVED EQUIVALENT &
= HEADER STRAPS TYP.
AT EACH STUD TERMITE SHIELD
REMOVE EXISTING SHEATHING �"x12" HOOKED ANCHOR BOLT
AS REQUIRED TO APPLY STRAPS ® 4'-0" O.C. AND 12" FROM CORNERS
WALL/HEADER AND WALL OPENINGS TYPICAL
NOT TO SCALE
CONTRACTOR TO PROVIDE UPLIFT CONNECTIONS WITH FOUNDATION WALL
STRAPPING OR TYPICAL STRUCTURAL WALL PANELS AS
SHOWN, STRAPPING AT RAFTER TO TOP PLATE, RIDGE,
FOUNDATION TO BE REQUIRED. SILL PLATES TO FOUNDATION ANCHORING
EXISTING SIDE ELEVATION EXISTING REAR ELEVATION .'� DBL. TOP PLATE TYP.
USE 8d COMMON NAILS 0 6'
EXISTING FLOOR PLAN "= " " EDGES -REFER TO PLANS
SCALE 1/4 1 0 SCALE 1/4"= 1'-0" O.C. AT FIELD AND 4'
FOR DESIGNATED AREAS 1ST, FLOOR WALL ST
BLOCKING TYP.
SCALE 1/4"= 1'-0" " AT SEAM AT ALL
BLDG. CORNERS
WD STUDS AT 1ST. FLOOR PLATE
ts" o.o, TYP. SUBFLOOR
1/2" CDX EXTERIOR
GRADE
PLYWOOD SHEATHING RIM BOARD F0
I TYP.
RIM JOIST AS PER PLANS
DOUBLE SILL PLATE
24"H X 36"W HOLE TO
FOUNDATION WALL
ACCESS CRAWLSPACE — NAILING DETAIL (ELEVATION)
I I NOT TO SCALE
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ALIGN TOPS OF
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FOUNDATION I-----------------------------------
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I 2" CONCRETE RAT SLAB ----
I -
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I I - - -= - 12
2X10 RR- 16" OC
3 1/2" CDX PLYWOOD SHEATHING
I (2)#5X 16" REBAR PINNED TO �ti ICE AND WATER MEMBRANE
o i i EXISTING FOUNDATION 4 ASPHALT ROOF SHINGLES
LL
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— P, 1/2" CDX PLYWOOD
r a I I BLUESKIN MEMBRANE
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EXISTING HOUSE-NO CHANGES C2
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I WOOD FLOORING TO
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-
---------------------- --------------J
17'-4"
14 17'-3 1/2" �
13'
PROPOSED SIDE ELEVATION EXISTING REAR ELEVATION
8"X48" POURED CONCRETE FOUNDATION
8"X16" CONTINUOUS CONCRETE FOOTING 8" POURED CONCRETE FOUNDTION SCALE 1/4"= 1'-0" SCALE 1/4"= 1'-0" BITUMINOUS DAMP PROOFING
WITH (2)#5 HORIZONTAL REBAR WITH (2)#5 HORIZONTAL REBAR 12" 8"X16" FOOTING
AND(1)#5X 24" VERTICAL REBAR EVERY 36" BELOW TOP OF FOUNDATION
CONCRETE FRAMING AND ROUGH CARPENTRY GENERAL WIND PROTECTION CONNECTION NOTES
INSULATION Adapted from Standard for Hurricane Resistant Residential
NO CONCRETE OR MASONRY WORK JOISTS RAFTERS AND STUDS SHALL BE ALL EXTERIOR WALLS AND ROCFS SHALL Construction; SSTD 10-99 and 2001 SBC High Wind Edition Wood
SHALL BE DONE DURING TEMPERATURES CONSTRUCTION GRADE DOUGLAS FIR 1100 BE INSULATED WITH FOIL FACED Frame Construction
OF 40 DEGREES F. AND FALLING. NO PSI. ALL WOOD SILLS AND WOOD IN FIBERGLASS BATT INSULATION 3Y JOHN Fasteners and Connectors for Wood Frame Construction
PROPOSED FOUNDATION CONCRETE SHALL BE PLACED ON CONTACT WITH MASONRY SHALL BE CCA MANVILLE OR APPROVED EQUAL, FOIL TO
FROZEN SURFACES. NO ADDITIVES SHALL TREATED. ALL EXTERIOR SHEATHING SHALL BE PLACED TOWARD WARM SIDE OR AS 1. A continuous load path between footings, foundations walls,
BE ALLOWED WITHOUT WRITTEN BE 1/2 CDX DOUGLAS FIR PLYWOOD UNLESS SHOWN ON PLANS. floors, studs and roof framing shall be provided.
SCALE 1/4"= 1'-10" PERMISSION OF THE ENGINEER, ALL NOTED OTHERWISE. SUB-FLOORS TO BE 2. Approved connectors, anchors and other fastening devices not
CONCRETE IS TO BE MIN. 3,000 P.S.I. 3/4" CDX PLYWOOD EXTERIOR SHEATHING included in the Standard Building Code, Table 2306.1 shall be
AT 28 DAYS & 3,500 PSI FOR GARAGE TO BE COVERED WITH "TYVEK" HOUSE WRAP ELECTRICAL installed in accordance with manufacturer's recommendations.
SLAB. PROVIDE ALL SLEEVES AND OR APPROVED EQUAL. BLOCK STUD WALLS ALL WORK SHALL COMPLY WITH THE
FOUNDATION VENTS AS REQUIRED BY AT 1/2 STORY HEIGHTS AND AT ALL NATIONAL ELECTRICAL CODE AND ALL 3. Metal plates, connectors, screws, bolts, and nails exposed
NYS CODE. UNLESS INDICATED, ALL UNSUPPORTED EDGES OF PLYWOOD. PROVIDE STATE, LOCAL, AND UTILITY COMPANY directly h the weather or subject o salt corrosion in costal TYPICAL SECTION
SOLID BLOCKING AND DIAGONAL BRACING OF areas, shall be stainless steel or hot dipped galvanized.
FOUNDATION FOOTINGS ARE TO BE A CODES AND REGULATIONS. ALL CIRCUITS
MIN. 6" DEEP PROJECTING AT LEAST 2" FLOOR JOISTS AT 8' O.C. MAXIMUM AND SHALL BE MINIMUM 15 AMP. POWER 4. Where windows and doors interrupt wood structural panel
ON EACH SIDE OF THE FOUNDATION SOLID BLOCKING UNDER ALL UNSUPPORTED WIRING SHALL BE MINIMUM 14 AWG. sheathing and siding, framing anchors or connectors shall be SCALE 1/4"= 1'-0"
WALL. PROVIDE TWO #5 DEFORMED BARS EDGES OF PLYWOOD. ALL CAP PLATES TO CONVENIENCE OUTLETS SHALL BE provided at the top and bottom of cripple studs, header studs,
CONTINUOUS IN THE FOOTING. ALL 4" BE DOUBLED AND NAILED BOTTOM CAP and at feast one stud at each side of opening.
PLATED TO END OF STUDS. LAP CAP LOCATED 12" ABOVE FINISHED FLOOR
THICK CONCRETE SLABS TO HAVE I PLATES AT CORNERS. WHERE FLUSH UNLESS OTHERWISE INDICATED. ALL e Ridge straps shall be attached to each pair of opposing rafters
10 10 WELDED WIRE REINFORCING. except where collar ties of lx6 or 2x4 lumber is located in upper
/ FRAMING OCCURS, USE MIN. 16GA SHEET SWITCHED TO BE LOCATED 36 ABOVE third of attics ace and attach to each
P pair of rafters. WIND RESISTANT CONSTRUCTION CONNECTORS
ANCHOR BOLTS IN CONCRETE SHALL BE
EXISTING HOUSE METAL JOIST HANGERS BY "TECO" OR THE FINISHED FLOOR UNLESS OTHERWISE 6. Uplift connectors shall be provided at each rafter bearing. CONNECTION CATION: ART NUMBER: NOTES!
HOOKED 5/8" X 12" AT MAX. 3' O.C. APPROVED EQUAL. ALL CORNERS TO BE INDICATED. SUPPLY RECOMMENDED RIDGE-TO-RAFTERS CS20 0 21" APPLY TO EACH PAIR OF RAFTERS
PROVIDE BITUMEN EXPANSION JOINTS MINIMUM (3)2X STUDS. HEADERS SHALL BE LAMPS IN ALL FIXTURES. 7. Floor to floor hold-downs to be provided every 48, and every RAFTER-TO-WALL H7 APPLY TO EACH RAFTER
16" within 4' of exterior corners. APPLY TO EACH RAFTER
BETWEEN SLABS AND FOUNDATION MINIMUM (2)2X6 UNLESS NOTED ON PLANS. RAFTER-TO-PLATE He aT Hz.s FEE ] r)
WALLS. " APPLY TO EACH
MINIMUM BEARING FOR STUDS, JOISTS AND 8. Sill Plate to Foundation Anchorage: Sill plate shall be PLATE-TO-WALL STUD CS20 0 18 WALL STUD
FOO
BEAMS SHALL BE 3 1/2'. USE DOUBLE GYPSUM WALL BOARD anchored to the foundation with anchor bolts having o min. bolt 2ND. L R TO 1ST. FLOOR WALL CS20 0 36" APPLY TO EACH WALL STUD
FOUNDATION DAMP PROOFING diameter of 5 " / HEADER-TO-JACK STUD CS20 0 12" APPLY TO EACH JACK STUD
JACK STUDS FOR HEADERS OVER FIVE FEET INSTALLED AS PER SECTION R702,3.2. /8 and 3' x 3' x 1 8" washers. A minimum of CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD
INSTALL TWO LAYERS OF TROWELED ON IN LENGTH. SEE NAILING SCHEDULE NEW THROUGHR702.3.6 OF THE RESIDENTIAL one anchor bolt shall be provided within 6 to 12 inches of each SHEAR WALL HDLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END
0 FIBERGLASS MASTIC. FED. SPEC. S.S.C. YORK STATE CODE. end of each plate. Anchor bolts shall have a minimum WRAP UNDER DOUBLE SILL PLATE
_ ( CODE OF N.Y.S. GYPSUM WALLBOARD embedment of 7 inches in concrete/ masonry foundations. 1ST• FLOOR-UNDER-SILL PLATE csz0 USE WITH 3" SQUARE WASHERS
153 TYPE-1) MEMBRANE TO BE APPLICATION SHALL BE TAPE JOINT Anchor bolts shall be located within 12 inches of corners and at USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.
CONTINUOUS FROM TOP OF FOUNDATION SYSTEM. ALL GYPSUM BOARD TO BE spacing not exceeding 4 feet on center. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACRY,
o g AND EXTEND TO LAP EDGE OF FOOTING. GLASS WINDOWS AND DOORS 1/2" ON WALLS AND 1/2" ON CEILINGS
TO BE INSTALLED AS PER SECTIONR308 SOUTHOLD CONSTRUCTION
`D O O UNLESS OTHERWISE INDICATED. FINISH
� FIREBLOCKING OF THE RESIDENTIAL CODE OF N.Y.S. ALL
a u PROVIDE IN ACCORDANCE WITH R302.11 JOINTS, J-BEADS. NAIL DIMPLES,
g PROVIDE GLASS IS TO BE INSULATED LOW-E CORNERS AND EDGES SHALL BE TAPED TABLE 3.1 NAILING SCHEDULE AS PER ANSI AF&PA WFCM
Ir OF 2015 RESIDENTIAL CODE OF N.Y.S. /
UNLESS OTHERWISE SPECIFIED. GLASS
OF
as SPECIFICALLY VERTICALLY AT CEILING AND RECEIVE THREE COATS OF JOINT NUMBER
JOINT DESCRIPTION COMMON NAILS NAIL SPACING DESIGN
o AND FLOOR LEVELS. BETWEEN SUBCONTRACTOR SHALL NOT INSTALL
GLASS UNTIL PROPER CLEARANCES ARE COMPOUND, ALLOW 24 HOURS TO DRY
M CONCEALED STAIR STRINGERS AT TOP RooF FRAMINc
BETWEEN COATS. FINAL COAT TO BE RAFTER TO TOP PLATE(TOE-NAILED): (4)Od PER RAFTER
_ AND BOTTOM OF RUN, AT OPENINGS PROVIDED. ALL SLIDING GLASS DOORS, SANDED SMOOTH. METAL CORNER BEAD CEILING JOIST TO TOP PLATE TOE-NAILED: PER JOIST 250 BLUE MARLIN DR
0 — AROUND VENTS, PIPES, DUCTS, CABLES, SKYLIGHTS AND/OR WINDOWS AS CEILING JOIST TO PARALLEL RAFTER FACE NAILED: PER LAP
AND WIRES AT FLOOR AND CEILINGS TO BE USED ON ALL OUTSIDE CORNERS CEILING JOIST LAPS OYER PARTITIONS(FACE NAILED): (4)16d PER LAP SOUTHOLD NY 11971
REQUIRED BY CODE, SHALL BE INSULATED BLOCKING TO RAFTER TOE-NAILED 2 8d EACH END 631-445-8263
LEVELS. BLOCKING TO BE 2x WOOD AND AROUND ALL OPENINGS. RIM BOARD To RAFTER END NAILED 2 16d EACH END
°p FRAMING OR FIBERGLASS BATT TEMPERED GLASS. ALL GLASS DOORS
� � I WALL FRAMING
0 xa: 0 INSULATION INSTALLED AS REQUIRED BY AND WINDOWS SHALL BE INSTALLED IN TOP PLATE TO TOP PLATE FACE NAILED z 16d PER FOOT
CODE. STRICT ACCORDANCE WITH THE TOP PLATE AT INTERSECTONS(FACE NAILED 4 16d JOINTS-EACH SIDE southoldconstructiondesign@gmail.com
0 M STUD TO STUD MANUFACTURES SPECIFICATIONS. ALL HEADER_TO HEADERS ACEENAILEO (2)16d
d 16"O.C.ALONG EDGES
(2) 11-7/8" MICROLLAM ASPHALT ROOF SHINGLES WINDOWS ARE TO BE CAULKED AND DESIGN LOADS AND SPECIFICATIONS TOP OR BOTTOM PLATE TO STUD(END NAILED): (2)16d PER 2x4 STUD
(3)16d PER 2x6 STUD
INSTALLED AS PER SECTION R905,2 OF SEALED AS PER N.Y.S. ENERGY 4 16d PER 2xB STUD
DHG3251 DH03251 DHG3251 DHG3251 DHG3251 THE RESIDENTIAL CODE OF N.Y.S. ALL CONSERVATION CODE REQUIREMENTS, GROUND SNOW LOAD 20 PSF BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, C L I F FO R D RESIDENCE
ENDJOIST,OR BLOCKING FACE NAILED (2)16d PER FOOT
SLOPED ROOF SHINGLES SHALL BE DECK LIVE LOAD 40 PSF
17-3 1/2" PROVIDE FLASHING PANS UNDER ALL FLOOR FRAMING
GAF-CLASS-A ASPHALT ROOF SHINGLES SLIDER DOORS AND WINDOWS WITHIN A CEILING LIVE LOAD 20 PSF JOIST TO SILL,TOP PLATE OR GIRDER TOE NAILED 4 8d PER JOIST
OR APPROVED EQUAL. SHINGLES SHALL " FIRST FLOOR LIVE LOAD 40 PSF BRIDGING TO JOIST TOE NAILED 2 Bd EACH END P ECO N I C LANDING G R E E N PO RT NY
PROPOSED FLOOR PLAN BE APPLIED OVER 15# ASPHALT FELT 6 OF AN EXTERIOR SURFACE. ALL BLOCKING TO JOIST TOE NAILED 2 Bd EACH END
WITH GAF-WEATHER-WATCH ICE AND EXTERIOR DOORS ARE TO BE FULLY DESIGN WIND SPEED (TABLE R3OT.2T.3) 109 MPH BLOCKING TO SILL OR 10 TOP PLATE TOE NAILED 3 16d EACH BLOCK
SEISMIC DESIGN CATEGORY g EDGER STRIP To BEAM FACE NAILED 3 16a EACH Jasr SUNK 00 M ADDITION
WATER BARRIER APPLIES AT EAVES, WEATHER-STRIPPED. PROVIDE ALL JOIST ON LEDGER TO BEAM TOE NA LED 3 Bd PER JOIST
WEATHER INDEX SEVERE BAND JUST TO JOIST END NAILED 3 16d PER JOIST
VALLEYS AND FLASHING. ROOFING SCREENS AND HARDWARE AS REQUIRED. FROST LINE DEPTH 3 FEET BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2 16 PER FOOT
, CONTRACTOR TO PROVIDE ALL FLASHING ALL GLASS IS TO BE FREE OF TERMITE MODERATE TO HEAVY ROOF SHEATHING
SCALE 1/4„ 1= -0 NECESSARY FOR A WATERTIGHT, SCRATCHES AND IMPERFECTIONS AND DECAY SLIGHT TO MODERATE STRUCTURAL PANELS 8d EDGES SCALE: 1/2"= 1'-0"
WEATHERPROOF JOB. ROOFING IS TO BE CEILING SHEATHING
APPLIED IN STRICT ACCORDANCE WITH GUARANTEED BY THE MANUFACTURER WINTER DESIGN TEMPERATURE 11 GYPSUM WALL BOARD I 5d COOLERS 7 EDGE 10"FIELD DECEMBER 5, 2020
THE MANUFACTURES SPECIFICATIONS. FOR A PERIOD OF NO LESS THAN 5 ICE SHIELD UNDERLAYMENT REQUIRED YES WALL SHEATHING A- 1
YEARS. DOOR AND WINDOW CLIMATE ZONE 4 STRUCTURAL PANELS-SHEAR REOUIRES MIN.PLY 8d 6"EDGE 12"FlELD
CONTRACTOR SHALL SUPPLY COLOR CONSTRUCTION TYPE V GYPSUM WALL BAORD 5d COOLERS 7 EDGE 10 FlELD
SAMPLES OF THE SHINGLES FOR MANUFACTURER TO BE DETERMINED BY FLOOR SHEATHING
OWNER'S APPROVAL, PRIOR TO OWNER. SOIL CAPACITY SC SOILS 1,500 PSF STRUCTURAL PANELS
1 INCH OR LESS 8d 6"EDGE 12"FIELDDRAWN BY. JPO
INSTALLATION. GREATER THAN 1 INCH Hod 8"FOGF 6"FIFLO
TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS ARE IN
COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE
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LE: 1/2" 0 # ISSUE/REVISION DATE
1 SCHEMATIC DESIGN 01.22.21
2 PERMIT SET 02.19.21
14BO LEGEND '`I LL T:`'P LEGEND €r$,sr ; UCTI ,fir N077ES
v BATHROOM FACILITIES REMAIN'AS IS. N.J. MAZZAFERRO, P.E. DRAWN BY:ZEN
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Alteration of this Document cxcePt s 'MgI2 �f�
EGRESS AI As "Alec A Is. I € by an Architect or Licensed F;cfes- o ; ,. 9F� P.O. BOX 57, GREENPORT NY, 11944
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NEW IYA L � _
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N. Y. State Education Law. N a �� o.= PLANS SHEET NO:
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140 PIKE STREET ��
MATTITUCK, NY 11952
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