HomeMy WebLinkAbout49043-Z " rrt TOWN OF SOUTHOLD
BUILDING DEPARTMENT
t ,
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 49043 Date: 3/21/2023
Permission is hereby granted to:
Hagerman, Ellen
PO BOX 278
Mattituck, NY 11952
To: construct accessory garage as applied for.
At premises located at:
6980 New Suffolk Ave Mattituck
SCTM # 473889
Sec/Block/Lot# 115,16-27
Pursuant to application dated 2/24/2023 and approved by the Building Inspector..
To expire on 9/19/2024.
Fees:
ACCESSORY $445.60
CO-ACCESSORY BUILDING $50.00
Total: $495.60
Building Inspector
i
TOWN OF SOUTHOLD—BUILIDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box If 79 Southold, NY 1197 1-0959
"' Telephone (631)765-1842 Fax (631)765-9542 https://mrav . outholdta�a . oy
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APPLICATION FOR BUILDING PERMIT
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Applications and farms must be filled out in their entirety.Incomplete fl
applications will not be accepted.;Where the Applicant Is not theowner,,an :�i.a'�.a Wqu Uc i.
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Qwner�s A�uthor�iEative►fonn(Page shall bacdmpleted. .
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Oy4PNERIS)OF PROPERTY:
Name: sCTNI#10i7(i115' 16,- 77
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Project Address: ffg; °J� 9- - T, I
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Mailing Address:
OfffACT PERSON.
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XNelwStructure DAddition DAlteration EIRepair DQemoiition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ElYesXhlo Will excess fill be removed from premises? yes DNo
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PROPERTY INFORMATION
Existing use of property: intended use of property:XN'&M, :kq—I �� �
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Zone or use district in w' lch premises is situated: Are there any covens is and restrictions with respect to
ti3ic nr.,,sor},.a l�lY�t 1iJg 1 YF� DACi1I!T E a COPY
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C#iecic Box AIYrIedfCldlg: The owned contractorjdesig+i professional is responsle for afl drainage and storm wafer issues as proYde4 by
00ptorV6of Atte Tape+Cade.APPIXAMN IS MRMNIADEts On 8VA&V vgmt?ar for the bsuarvm of agumingftrinit pursuant to the 13uifdiinz.2a to
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Application Submitted By(print no ) ��I "Aiorized Agent 00wner
Signature of Applicant: "� Oaten ✓� �
STATE Of NEW YORK)
COUNTY OI=
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I1arRR a<rl.r e,arr�rn rEen�nne snr�r�err+�s+lc'<�,n is*[,n snnlirznt
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to.perform or have performed the said work and to in. and file this
application;that ail statements contained in this appiwation are true to the Hest of hisiber knowiedge and i,eiief;anti
that the work will be performed in the manner set forth, in the application file therewith.
Sworn before lie this
day of 6�' 22
SETH TH G BANK
Notary Public-State of New York
N0.01BA6427783
Qualified in Suffolk County
PROPERTY OWNER AUTHORIZATION My Commission Expires Jan 3,2026
(Where the applicant is not the owner)
1, `V �. �q' � I`Y residing at
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lqgdo hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein..
Owner's SignatureT Date
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Print Owner's Marne
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fluild:mv Denartment Analication
AUTHORIZATION
(Where the Applicant is not the Owner)
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residing at
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(Print property owner's name) (Mailing Address)
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,do hereby authorize 4v t,
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(Agent)
/ to an-ni on rnv hef?afftn the
Southold Building Department.
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(Print Owner's Name)
Town Hall Annex " �1 Telephone(631)765-1802
54-175 l R!ra Road a Fax(131)763-9W2
P.0_Box 1179
Southold, ids'11971-fiM
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OT&9 ETILT Tl OP.TR# PE CONSTRUCTION .PRIG-E�lolNEERE'
WOOD cur rRrIor AlND/QR ILAB R CONSTIR ��►_N
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ower:
Location of Property:
New commercial o residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
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(check applicable line):
Truss type construction(TT)
Pre-engineered wood construction(PW)
in the follovAing location(s)(cheep applicable line):
Floor framing, including girders and beams (F)
_4 Roof framing (R)
Signature:
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Name (person submitting this fbrrn): .ZU
Capacity(check applicable line):
Owner
Owner representative
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NOTES riGENERAL- r", .���� .______________,�_ .
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N-1 CODE TABLES & NAILING SCHEDULE :,
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N-2 STRAPPING & MISC. DETAILS o 0 Q W
GENERAL CONDITIONS' STEEL: 13.C. PROVIDE SOLID SURFACE AT ALL CORNERS AT LEAST 1-1/4"WIDE IN BOTH DIRECTIONS FOR SECURING c) � U
1. THE CONTRACTOR SHALL CARRY WORKER'S COMPENSATION AND GENERAL LIABILITY 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A50 8 ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED,AND PREPARED FOR �QQ
SLOCKIN RING DRYWALL,ETC AND FOR SUR=ACES WITH FRAMING MEMBERS,OR WITH 2"WOOD A 1 FLOOR PLANS AND DETAILS 2. THE DESIGN,FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO BLOCKING SECURED WITH AT LEAST TWO 8d PROVIDE SOLID BLOCKING FOR CROWN MOLDINGS, � a O � Q
INSURANCE OR AS REQUIRED BY LOCAL JURISDICTION PREVENT BUILD-UP OF FUMES. E- Q
LATEST EDITION OF THE AISC SPECIFICATIONS. CASING,BASETRIM OR OTHER MILLWORK AND CARPENTRY AS REQUIRED.
2. ALL MATERIALS,ASSEMBLIES,AND METHODS OF CONSTRUCTION INCLUDING BUT NOT
LIMITED TO FORM-WORK,BLOCK,FRAMING,NAILING,PLACING OF CONCRETE,ETC.ARE TO BOLTS WITH LOCK WASHERS. SANDING ALL WOOD TO A SMOOTH AND EVEN FINISH. DUST OFF AND APPLY PRIMER TO AND MECHANICAL OPENINGS 2"OR MORE IN3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM A-325 OR A-490 9 THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS PRIOR TO 13.D. PROVIDE DOUBLE JOISTS/iRUSSES,AND HEADER AT WATER CLOSET DRAIN BENDS AND AT ALL VENT 0 !'7W"! (_ a
'NIDTH UNLESS OTHERWISE DIRECTED BYARCHITECT. 0 V. ^ U
BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN 4, PAINT ALL STEEL ONE SHOP COAT OR RUST INHIBITIVE PAINT AND FIELD TOUCH-UP EXCEPT FOR AREAS TO SURFACES RECEIVING PAINT,OR STAIN WOOD. SAND ALL WOODWORK TO A SMOOTH AND 13.E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE _ 5 F- W 4
ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS,APPLICABLE CODES AND GOOD BE WELDED. COLOR TO BE GRAY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. EVEN FINISH BETWEEN COATS. WITH"RECOMMENDED NAILING SCHEDULE"INCLUDED IN THESE SPECIFICATIONS OR AS HEREAFTER A-2 BUILDING SECTION , E L E VAT I O N S AND DETAILS 3 F__� � V) .!!�
PRACTICE. 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN COMPLIANCE WITH THE 10 PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH,IN NOTED Q' � a
3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. AMERICAN WELDING SOCIETY STANDARD QUALIFICATION PROCEDURE. ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 13.E.1. SECURE SOLE PLATES WITH 16d NAILS 16"O.C.THROUGH SUBFLOORING AND INTO FRAMING OR
4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH GOOD BUILDING PRACTICES. 6 ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES,ANCHORS AND BEARING PLATES,UNLESS BLOCKING. V)
11 PRIME BACK OF ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION FILL 13 E.2. STUDS NOT LESS THAN 2"X 6"OR 2"X 4"LID 1V O.C.FOR EXTERIOR OR INTERIOR WALLS,RESPECTIVELY, �- �� U
5 THE PREMISES SHALL BE KEPT CLEAN AT ALL TIMES. EACH DAY UPON COMPLETION OF OTHERWISE NOTED ON DRAWINGS. ALL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. THOROUGHLY CLEAN SURFACES DOUBLED AROUND OPENING AND TRIPLED AT CORNERS F--r � ✓`
WORK,THE CONTRACTOR SHALT_REMOVE ALL WASTE MATERIALS,TOOLS,RUBBISH,ETC., 7. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR ALL CONNECTIONS AND STEEL LAYOUT FOR APPROVAL PRIOR rrrF���--��i W
CLEAN ALL GLASS AND LEAVE WORK BROOM-CLEAN UNLESS OTHERWISE SPECIFIED. To FABRICATION. AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION. SAND 13 E.3. PLATES AND BLOCKING TO BE THE SAME WIDTH AS RELATED STUDS OR WIDER.
6 ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. THE CONTRACTOR SHALL 8, ALL STEEL TO BE CERTIFIED TO BE OF THE SIZE SPECIFIED IN THE PLAN UPON DELIVERY TO ARCHITECT. SURFACES OF TRIM SMOOTH AND WIPE CLEAN PRIOR TO APPLYING STAIN COAT,OR PRIMER 13 EA. FRAMING TO COORDINATE WITH THE WORK OF OTHER TRADES.
FOR WOOD RECEIVING PAINT FINISH. 13 E.5. PROVIDE TWO(2)2"X 4"WITH FULL LENGTH MING POST STUDS AT THE END OF ALL HEADERS UNLESS
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN WRITING BEFORE PROCEEDING WITH 12 AT COMPLETION,TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL OTHERWISE NOTED OR APPROVED.
THE WORK AFFECTED BY SAME. DECKING: SURFACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR ONE TOUCH-UP TRIP FOR ENTIRE 1
3 E 6 PROVIDE SOLID BEARING FOR ALL TRUSSES,JOISTS,RAFTERS,GIRDERS,POSTS,ETC.
7. DRAWINGS NOT TO BE SCALED,WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENT. 1. ALL EXTERIOR FINISHED DECKING TO BE 5/4"X 5"T&G FIR DECKING, PRIMED BOTH SIDES PRIOR TO PROJECT PRIOR TO OPENING. 13 E.7 UNLESS NOTED OTHERWISE PROVIDE DOUBLE HEADER AND TRIMMERS AROUND ALL OPENINGS IN SIZE
W
8. LARGE SCALE DETAILS ARE INTENDED TO CLARIFY INFORMATION AND THEREFORE SHOULD INSTALLATION AND"BLIND"NAILED AND GLUED IN PLACE. TO MATCH ADJACENT FRAMING,
BE EXAMINED THOROUGHLY PRIOR TO PROCEEDING WITH THE WORK AS THEY TAKE 2. ALL STRUCTURE FOR DECKING ED BE CCA PRESSURE TREATED LUMBER IN SIZES INDICATED AND INSTALLED 13. OTHER PAINT MANUFACTURERS MAY NOT BE SUBSTITUTED FOR THOSE SELECTED, 13.F. SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS,NAIL WITH 6d COMMON
PRECEDENT OVER SMALLER SCALE DRAWINGS. AL PER STRUCTURE
AWPA STANDARDS. REQUIRED OR RECOMMENDED. NAILS 6"OC.ALONG SUPPORTED EDGESAND 10"O.C.AT INTERMEDIATE SUPPORTS,BREAK JOINTS IN
3. ALL RAILINGS TO BE MANUFACTURED FROM GRADE"A"WESTERN CEDAR IN SIZES AND STYLES INDICATED 14. FINISH INTERIOR SURFACES AS SCHEDULED ON DRAWINGS EXCEPT AS MODIFIED AND ADJACENT COURSES,LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY ■
9 RESERVED. SUPPLEMENTED HEREINAFTER AND UPON WRITTEN OWNER APPROVAL IN GENERAL,USE BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY INSTALLED
10. OSHA RULES AND REGULATIONS FOR SAFETY SHALL BE IN EFFECT AT ALL TIMES DURING WOODS AND PLASTICS: EGGSHELL SHEEN FOR WALL BOARD SURFACES,SEMI-GLOSS FOR HOLLOW METAL AND 13.G. ROOF SHEATHING SHALL BE LAID WITH FACEGRAIN AT RIGHT ANGLES TO SUPPORTS,LOCATE END
THE COURSE OF THE PROJECT JOINTS OVER SUPPORTS,STAGGER JOINTS,PROVIDE METAL"H"CLIP AT JOINTS AT SIDES OR PANELS
1. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT WOOD TRIM AND FLAT FOR DUCTWORK ■
11, ALL WORK SHALL BE PERFORME D IN SUCH A MANNER AS TO HAVE SAID WORK BE FREE OF o 15 WOOD FLOORING TO BE SANDED AND FINISHED WITH THREE(3)COATS POLYURETHANE. WHEN SPACING OF SUPPORTS IS GREATER THAN 16"O.C.
DEFECTS. SHOULD NOT BE MORE THAN 19% 13H FURRING,WHERE REQUIRED TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELYTO
12. CONTRACTORS SHALL REVIEW ALL SHOP DRAWINGS PROVIDED BY SUB CONTRACTOR FOR 2 PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES REQUIRED BY TRUSS JOISTS: SUPPORTING SURFACE.
COMPLIANCE TO THE CONSTRUCTION DOCUMENTS AND THEN SUBMIT SAID APPROVED LOCAL CODE OR APPROVED BY ARCHITECT. 1. PROVIDE WEB STIFFENERS AROUND END SUPPORTS AND UNDER ALL POSTS FROM FINISH FLOOR AS PER ALL PREFAB TRUSS-JOISTS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS.
DRAWINGS TO THE ARCHITECT FOR APPROVAL. 2
3. USE FINISH OR CASING NAILS FOR EXPOSED WORK;USE TYPE"S"TRIM HEAD SCREWS FOR 14. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER 1/2""COMFORT BOARD"OR OTHER � "
APPROVED EQUAL,OVER 3/4"SUBFLOOR. FLOORS TO BE COVERED WITH OAK FLOORING,QUARRY TILE OR
ATTACHMENT OF WOOD TRIM TO METAL STUDS,RUNNERS OR FURRING. N O
MANUFACTURER'S SPECIFICATIONS. CERAMIC TILE SHALL HAVE ONE LAYER OF 3/4"PLYWOOD SUBFLOORING.
13. NO SUBSTITUTIONS SHALL BE MADE EITHER DURING BIDDING OR CONSTRUCTION WITHOUT W pp OQ U
4. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION 3 MINIMUM BEARING DISTANCE TO BE 2-114".5. PROVIDE RIM JOISTS AROUND PERIMETER AS PER 15 ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A
WRITTEN APPROVAL BY THE ARCHITECT.SUBMIT ALL INFORMATION NECESSARY TO Z � r0 r-+
EVALUATE SAID PRODUCT OR SYSTEM AGAINST THAT SPECIFIED PRIOR TO INCLUDING SAME FOR INSTALLATION. MANUFACTURER'S SPECIFICATIONS. - (n Q
5. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR TARPAULIN OR HEAVY GAUGE PLASTIC. ALL WOOD MATERIAL SHALL BE STOCK PILED ON WOOD DUNNAGE, ~ O
IN EITHER THE BILL OR"THE WORK WOOD FLOORING: INA RELATIVELY FLAT,DRY AREA.THE SAME PRO`ECTION SHALL BE PROVIDED DURING SHIPPING AND W
14. ALL DRAWINGS PROVIDED FOR--HIS PROJECT BY THE ARCHITECT SHALL BE RETURNED APPLICATION,INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT PRINTED INSTALLATION. It �
1. WOOD FLOORING MATERIAL TO BE SELECTED BY OWNER OR AS INDICATED ON PLANS
UPON COMPLETION OF THE WORK. APPLICATION INSTRUCTIONS. 16. ALL TRIM TO BE ALLOWED TO ACCLIMATE TO SURROUNDING HUMIDITY LEVELS IN HOUSE FOR A MINIMUM OF
2 WOOD FLOORING MATERIAL TO BE STORED IN HEATED HOUSE FOR THREE(3)WEEKS PRIOR TO
6. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION, 2 WEEKS PRIOR TO INSTALLATION. CLIMATE CONTROL SYSTEMS SHALL BE INSTALLED AND OPERATING
15, BIDS THAT ARE NOT SUBMITTED IN THE SPECIFIED BID FORMAT SHALL NOT BE CONSIDERED. INSTALLATION. FLOORING To BE STORED INA MANNER so AS TO ALLOW PROPER AIR Flow ARounlo Q Z N
AND REPLACE DAMAGED SURFACES DURING ACCLIMATION PERIOD _"CS
7. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S MATERIAL AS PER MANUFACTURER'S SPECIFICATION C/J
3. WOOD FLOORING TO BE PLACED LOOSE ON CLEAN PLYWOOD SUBFLOOR FOR 24 HOURS PRIOR TO FINAL 17. WHERE POSSIBLE,USE FULL LENGTH PIECES,FREE OF JOINTS,WHERE JOINTS ARE NECESSARY.THEY ■ W W Cf) t.
.SITE WORK: RECOMMENDED SOLVENT AND CLEANING PROCEDURES. INSTALLATION. SHALL BE INCONSPICUOUSLY LOCATED AND CUT IN A SCARF JOINT FASHION II��--�� 1
18. ALL JOINTS,BOTH MITER AND SCARF,TO BE GLUED AND NAILED. n h� I--1 �
1 ESTABLSTAKEOUT ISH A LOL N ES AND BENCHMARKS AND VE PERFORM ED BY A ERIFY FY ALLOR. STAKING AND G GIVEN DATA ON DRAWIOUT NGS.ARE
TO 8. FILL IN ALL SEAMS WITH MANUFACTURER'S 9 ENSURE THAT ANY AND ALL WOOD AND PLASTIC DOPRIATE SED COMPLYOR SEAM W WITH ALL MUNICIPALITY
D.TTM WOOD INTERIOR TRIM: 19. ALL EXTERIOR FLAT STOCK TRIM TO BE PRE-PRIMED. BOTH FRONT AND BACK AS PER PAINTING ' U
CASE OF DISCREPANCY,RECEIVE CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED RATINGS. 1. WOOD TRIM TO BE AS INDICATED ON PLANS SPECIFICATIONS TO FOLLOW ALL JOINTS TO BE WEATHER CUT AND GLUED. W > r
20 FLITCH BEAMS SHALL HAVE A MINIM UM Fb=36,000 E=29,000,000 WITH 1/2"BOLTS LOCATED NOT CLOSER THAN � �"2 EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS,STOCKPILE TOPSOIL 10, REVIEW THE TENANT CRITERIA IN REGARDS TO USING WOODS AND PLASTICS AND INSTALL 2 WOOD TRIM MATERIAL TO BE STORED IN HEATED HOUSE FOR(2)WEEKS PRIOR TO INSTALLATION. WOOD
W
TRIM TO BE STORED IN A MANNER SO AS TO ALLOW PROPER AIR FLOW AROUND MATERIAL AS PER 2"FROM THE TOP AND BOTTOM EDGE,UNLESS OTHERWISE NOTED THERE SHALL BE A BOLT,BOTH TOP AND PLOT PLAN SCALE: I"=30' W
OBTAINED FROM STRIPPING BUILDING SITE AND STOCKPILE ALL EXCAVATED MATERIAL AT NO SUCH MATERIALS WHEN DEEMED UNACCEPTABLE BY THE LANDLORD/OWNER. IF THESE BOTTOM,2"FROM EACH END. 0 [-
THE SITE. PLANS AND SPECIFICATIONS CALL FOR ANY SUCH MATERIALS TO BE INSTALLED INA MANUFACTURER'S SPECIFICATIONS
3. W000 TRIM Is To BE APPLIED To CLEAN SURFACE.
3 NEW AND EXISTING BACKFILL MATERIAL AND TOPSOIL ARE TO BE FREE OF WEEDS,TREE SITUATION NOT APPROVED BY THE LANDLORD/OWNER,CONTACT THE ARCHITECT N.Y.S. ENERGY CONSERVATION CODE: w/
ROOTS,ROCKS AND DEBRIS. IMMEDIATELY.
1 ALL WINDOWS SHALL HAVE AN INFILTRATION RATING OF 0 3 CFM PER FOOT OF PERABLE SASH. ALL SWING W W
4 ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED GLASS,WINDOWS AND DOORS: TYPE AND SLIDING GLASS DOORS SHALL HAVE AN INFILTRATION RATE OF 1 0 CFM PER SQUARE FOOT OF
FROM THE SITE. 1 ALL WINDOWS SPECIFIED IN SCHEDULE ARE TO HAVE LOW-E INSULATING GLASS WITH THERMALLY BROKEN DOOR AREA
5. PROTECT ALL TREES WITHIN 25'OF THE BUILDING AND THOSE AS INDICATED TO REMAIN SEALANT AND CAULKING FRAME SYSTEM,UNLESS OTHERWISE SPECIFIED,WITH FIBERGLASS SCREENS AS INDICATED. 2 ALL HEATING EQUIPMENT SHALL MEET THE EFFICIENCY STANDARDS OF THE N Y.S ENERGY CONSERVATION
1 PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL 2. GLASS SUBCONTRACTOR SHALL NOT INSTALL GLASS UNTIL PROPER CLEARANCES ARE PROVIDED. CODE.
76
WITHIN 50'OF CONSTRUCTION AREA-PROVIDE PROTECTIVE CONSTRUCTION FENCING AT SPECIFICATIONS TTS-1543 OR FS TT-S-230 TYPE "II",CLASS"A".PROVIDE ACOUSTICAL 3 ALL SLIDING GLASS DOORS AND WINDOW GLASS WITH A SILL LESS THAN 18"ABOVE FINISHED FLOOR; 3. ALL MECHANICAL SYSTEMS SHALL CONFORM TO 2017 RESIDENTIAL CODE OF NEW YORK STATE,AND ALL
THE DR APP OF ALL TREES TO REMAIN. SEALANT WHICH SHALL BE NON-HARDENING,NON-DRYING SYNTHETIC RUBBER SEALING AND/OR AS REQUIRED BY CODE,SHALL BE INSULATED TEMPERED SAFETY GLASS. LOCAL CODES HAVING JURISDICTION.
6. PROPER APPROVAL MUST BE OBTAINED BEFORE COVERING(BACK FILLING)ANY EXCAVATED o 4. ALL GLASS DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE 4 THERMOSTATS SHALL MEET A MINIMUM REQUIRED RANGE OF 45-74 DEGREES F.
WORK. COMPOUND WITH M INIMUM 90/o SOLIDS.USE AT ALL INTERIOR JOINTS AT INNER SECTIONS 5. DOMESTIC HOT WATER SHALL BE EQUIPPED WTHCONTROLSTO LIMIT HOT WATER TEMPERATURES TO 140
BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR MANUFACTURER'S SPECIFICATIONS. DEGREES F.
FIRST FLOOR FRAMING SYSTEM IN PLACE AND WITHOUT PROPER BRACING OF WALLS.
LS. NO REQUIREMENTS.
7. NO BACK FILLING OF FOUNDATION TO TAKE PLACE WITHOUT THE INSTALLATION THE RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND 5. ALL WINDOWS ARE TO BE CAULKED AND SEALED AS PER N.Y.S.ENERGY CONSERVATION CODE 6 ALL NEW CONSTRUCTION SHALL CONFORM TOTHE N.Y.S.2017 ENERGY CONSERVATION CONSTRUCTION
MACHINES TO RIDE WITHIN 10'01=FOUNDATION WALLS AFTER BACK FILLING IS COMPLETE. SUBSTRATES. 6. PROVIDE FLASHING PANS UNDER ALL SLIDERS,DOORS AND WINDOWS WITHIN 6"OF AN EXTERIOR SURFACE CODE ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED. PROVIDE SOUND ATTENUATION BLANKET IN
8 ALL BEARING SOIL IS ASSUMED 1-0 BE OF A SANDY WELL DRAINING MIX WITH A MINIMUM SOIL 2. PROVIDE BACKING MATERIAL BY DOW"ETHAFOAM"OR APPROVED EQUAL. APPLY SEALANT 7, ALL EXTERIOR DOORS ARE TO BE FULLY WEATHER STRIPPED. PROVIDE ALL HARDWARE AS REQUIRED. ALL INTERIOR WALLS AND FLOORS COMMON TO BATHROOMS AND NOISE PRODUCTION ROOMS DONNA DRIVE
OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND 8 ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS AND GUARANTEED BY THE MANUFACTURER WALL 4" R-15
BEARING CAPACITY OF 1 TON/SG!FT. NOTIFY ARCHITECT IF SOIL CONDITIONS VARY FROM WALL 6" R-21 ---`---------
THOSE ASSUMED HERE PRIOR TO INSTALLATION OR COMMENCEMENT OF THE WORK. VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTED. FOR A PERIOD OF NO LESS THAN 1 YEAR FROM DATE of FINAL COMPLETION.
3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH 9 WINDOWS AT HABITABLE SPACES SHALL MEET EGRESS REQUIREMENTS AS STATED IN THE N Y.S. CEILING' R-30 O
9. SITE TO REMAIN FREE OF ACCUMULATED DEBRIS. A DESIGNATED PARKING AREA FOR WORK CONSTRUCTION RULES AND REGULATIONS SECTION S 1 QUIR FLOOR 9" R-30
VEHICLES AND UNLOADING AREA SHALL BE SET UP SO AS TO MINIMIZE DISTURBANCE TO MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. 7 THE RATIO OF GLAZING SQUARE FOOTAGE TOGROSS EXTERIOR WALL SQUARE FOOTAGE SHALL BE SUCH
4. KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE AND CAULK AROUND ALL EQUIPMENT TO 10. WINDOWS IN BUILDINGS LOCATED IN WIND BOURNE DEBRIS REGIONS(120MPH WIND ZONE OR WITHIN 1 MILE Z' I L
THIS SITE OR ADJACENT NEIGHBORING SITES. OF THE OCEAN,BAY OR SOUND SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND BOURNE DEBRIS THAT THE TOTAL THERMAL RATING OF THE BUILDING ENVELOPE SHALL BE NO LESS THAN ZERO AS NOTE:
10 ALL MATERIALS STORED ON SITE:SHALL BE ELEVATED FROM GRADE SO AS TO ELIMINATE CREATE A CLEAN,TIGHT AND WATERPROOF SEAL. OR THE BUILDING SHALL BE DESIGNED AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE SPECIFIED A THE N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE. THIS RESIDENCE IS LOCATED WITHIN ONE MILE
CONTACT WITH WATER AND TO BE PROTECTED WITH TARPS. RESIDENTIAL CODE OF NEW YORK STATE.GLAZED OPENING PROTECTION FOR WIND BOURNE DEBRIS SHALL 7 a ALL GLASS TO BE INSULATED(.69U). OF THE COAST AND THEREFORE IT IS WITHIN
GYPSUM WALL BOARD: MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OFASTM E1996&ASTM E1886 EXCEPTION WOOD 7b ALL DOORS TO BE INSULATED AND HAVE WEATHER-STRIPPING(.40U). i O�
1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"(11.1mIn)AND A MAXIMUM SPAN OF 8'(2438mm)
THE WIND BORNE DEBRIS REGION.
CONCRETE AND FOUNDATION: ASTM 336 SHALL BE PERMITTED FOR OPENING PROTECTION ON ONE AND TWO STORY BUILDINGS.PANELS SHALL BE 8. REFER TO RES-CHECK FOR ECC NYS COMPLIANCE AS READ
PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED ATTACHMENTS SHALL BE
N2040'4011,1 ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR 2. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS,EDGES AND CORNERS
PROVIDED IN ACCORDANCE WITH TABLE R302.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS ____
PLACEMENT OF CONCRETE AS SET BY A.0 I. 3. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 1/7'THICK TAPERED AND ROUNDED AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OFTHE BUILDING CODE OF STAIRS: oo --"-__....-__�� ������-"r_ �I
2. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF MINIMUM EDGES,AND SHALL BE INSTALLED IN WET AREAS AS INDICATED ON DRAWINGS.USE 1/2" NEW YORK STATE. 1. ALL STAIRS SHALL BE MANUFACTURED AS NOTED ON THE CONSTRUCTION DOCUMENTS. Cj r --.- "__,,__-� 190,41' to
28 DEGREES F.AND RISING. CEMENTITIOUS BACKER BOARD(MIN)BEHIND ANY TILE INSTALLATIONS. ,:1 � --- (T
4. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C646 UNLESS OTHERWISE NOTED OR PLUMBING:
3. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. CARPENTRY 8 LUMBER:
INDICATED PROVIDE TYPE"S"BUGLE HEAD SCREWS FOR ATTACHMENT OF WALLBOARD TO 1. CONTRACTOR SHALL INSTALL COMPLETE DOMESTIC WATER SUPPLY AND SANITARY SYSTEM AS INDICATED. 1 O -.0
4. NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. N 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE 2. PROVIDE HOT AND COLD SHUT-OFF VALVES AT ALL FIXTURES. 15.5' 24.01 O ,n
5. ALL CONCRETE IS TO BE M IN]MU M 3000 P.S.I.FOR WALLS AND FOOTINGS,3500 P.S.I.@ SLABS METAL FRAMING AND TYPE"S"PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR AND ALL LOCAL CODES HAVING JURISDICTION AND WITH THE NATIONAL DESIGN SPECIFICATIONS FOR 0 W >�
3. WASTE PIPING TO HAVE CLEANOUTS AT ALL CHANGES OF DIRECTION AND AT BASE OF VERTICAL WASTES. 1^-,
AT 28 DAYS UNLESS THERWISE:SPECIFIED ON PLANS. FRAMES. STRESS GRADE LUMBER AND ITS FASTENINGS. LUMBER ISTO BE FURNISHED AND INSTALLED WITH ALL 4, PROVIDE 4"CAST IRON PIPING THROUGH FOUNDATION WALL PITCHED MIN.1/4"PER FOOT. 1 1 -
6. PROVIDE ALL SLEEVES AND FOUNDATION VENTS AS REQUIRED BY N Y.S C R R. 5. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS,TOOLS,EQUIPMENT AND METHODS FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES,HANGERS,ETC REQUIRED TO COMPLETE THE JOB, 5. ALL VENTS TO BE 4"DIAMETER WHERE THEY PENETRATE THE ROOF. 1 150'2 W
7 PROVIDE DEFORMED BARS CON-i'INUOUS IN THE FOOTING AND A CONTINUOUS 2X KEY REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH,AND TIGHTENED AGAINST STEEL 6. ALL SYSTEMS TO HAVE ONE 4"OR TWO 3"MAIN VENT STACK INCREASED TO 4-THROUGH THE ROOF. Q
INCLUDING ACCESS DOORS AND PANELS WASHERS OR PLATES. JOIST HANGERS AND CONNECTORS AND HARDWARE MUST BE INSTALLED IN 7. THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM SHALL COMPLY TO THE APPLICABLE COUNTY I
BETWEEN THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. 'n
B. PROVIDE WALL REINFORCING AS INDICATED ON THE PLAN. 6. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ADJACENT ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND AS PER MANUFACTURER'S SPECIFICATIONS. DEPARTMENT OF HEALTH STANDARDS AND REGULATIONS. 1 V W
9 ANCHORED BOLTS IN CONCRETE:SHALL BE HOOKED 3/4"X 12"AT A MAXIMUM TO C.AND NO CONSTRUCTION,INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED,THEY SHALL BE FURNISHED IN 8, APPROVAL OF ALL PLUMBING MUST BE OBTAINED FROM APPROPRIATE LOCAL AUTHORITIES PRIOR TO f
THROUGH WALL BOARD WHERE SEALANT IS EXPOSED. PROVIDE POLYSULFIDE SEALANT ADEQUATE NUMBER AND SIZE AND SHALL COMPLY WITH THE"RECOMMENDED NAILING SCHEDULE' CONCEALMENT. 1 r W \ L�
MORE THAN T-0"FROM CORNERS ACCOMPANYING THESE SPECIFICATIONS. 9. PRIOR TO ORDERING,CONTRACTOR SHALL SUPPLY CUTS OF FIXTURES FOR OWNER'S APPROVAL. I 1 0 2 E_
10. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS, WHERE UNEXPOSED. PROVIDE ACOUSTIC SEALANT 2. ALL FRAMING,LUMBER,FLOOR JOISTS,HEADERS,WOOD POSTS,BLOCKING AND ALL ROOF RAFTERS, 10. CONTRACTOR SHALL NOT CUT JOISTS,STUDS,OROTHER STRUCTURAL MEMBERS WITHOUT THE APPROVAL 1 1
11. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A M INIMUM BEARING CAPACITY OF 1 7. APPLY PRE-FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY STANDARDS. INTERIOR AND EXTERIOR WALL STUDS SHALL BE DOUGLAS FIR LARCH#1 GRADE WITH AN Fb=1000 P.S.I.AND PROP.DET. U)
OF THE ARCHITECT. 1 T -I
TONS/SQ.FT.OR AS PER SIGNED AND SEALED DESIGN SPECS.OF A PROFESSIONAL APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT11-0
;APPLY SKIM AN E=1,700,000 UNLESS OTHERWISE INDICATED AS SHOWN ON ACCOMPANYING STRUCTURAL 11. UNDERGROUND COPPER SHALL BE TYPE"K"COPFER. GARAGE I ■■■ Ul Q
ENGINEER,LICENSED IN N.Y.S. COAT. AFTER TAPING AND EMBEDDING COMPOUND IS DRY,APPLY SECOND COAT FILLING CALCULATIONS 12. ALL SOLDERS USED ON PROJECT SHALL BE CERTIFIED TO BE LEAD-FREE. 1
12 PROVIDE WELDED WIRE MESH REINFORCING IN SLABS AS INDICATED ON THE DRAWINGS. AND TAPER FLUSH WITH SURFACE;FIRE TAPE PENETRATIONS AT DEMISING WALLS, 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR EXPOSURE#1 COX GRADE,WITH EXTERIOR 13 PROVIDE FULL METAL STRAPS AND HANGERS TO ENSURE PROPER INSTALLATION OF ALL PIPING. 1 r 1 � k--"
13 ALL FOUNDATION WALLS SURROUNDING BASEMENT AREA SHALL BE COATED CONTRACTOR CORRIDOR ENVELOPE AND OTHER RATED ASSEMBLIES GLUE,AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD 14. WRAP ALL PIPING WITH INSULATION OF SUFFICIENT THICKNESS TO SATISFY THE ENGINEERING 1
E}IST. I-STY 4E
PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD REQUIREMENTS FOR HEAT FLOW,VAPOR FLOW APIDWEATHER-PROOFING IN ACCORDANCE WITH THE � � C�
TO ASSEMBLE A 4'HIGH X 8'LONG SAMPLE WALL INDICATED FROM FOOTING TO BELOW 8. PROVIDE FINAL FINISH THAT IS SMOOTH,WITHOUT DIVOTS,BUMPS,BOWS OR ANY OTHER ASSOCIATION SUB-FLOOR PLYWOOD TO BE 3/4"THICK AND ALL WALL PLYWOOD TO BE 1/2"THICK ALL ROOF FRAME
FINISHED GRADE LINE,FOR ARC-fITECTS APPROVAL PRIOR TO COMMENCING THE WORK SURFACE BLEMISH,AND READY TO RECEIVE PAINT. SMOOTH FINISH TYPICAL,U.O N.ON PLYWOOD TO BE 3/4"THICK. NO O.S.B.TO BE USED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT RESIDENTIAL CODE OF NEW YORK STATE AND ALLLOCAL CODES HAVING JURISDICTION. I I-STY1 O W ` W
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14. CONTRACTOR TO PROVIDE CYLINDER SAMPLES(5 PER TRUCK)TO BE SENT TO A TESTING PLANS. 4. ALL WOOD POSTS RESTING ON TOP OF CONCRETE WALLS SHALL HAVE CLIP ANGLE ANCHORAGE TO ELECTRICAL: I � � ■■5..■■
LAB TO BE BROKEN OPEN AND TI=STED AT 7,14 AND 28 DAYS RESPECTIVELY. NOTIFY CONCRETE BASE. ALL POSTS RESTING ON TOP OF STEEL BEAM SHALL HAVE CLIP ANGLES BOLTED OR 1. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND ALL STATE,LOCAL,AND UTILITY I rs W
WELDED TOTHE FLANGES OF THE STEEL BEAM. PROVIDE SOLID BLOCKING UNDER ALL POSTS TO SOLID COMPANY CODES AND REGULATIONS. rn 6
ARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT PAINTING AND STAINING: BEARING. 2. CONVENIENCE OUTLETS SHALL BE LOCATED 12"A30VE FINISHED FLOOR UNLESS OTHERWISE INDICATED. I .61. 1 �/� W
DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED T.-PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON 1 1 ® ■■■
5. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE OR EXPOSED TO THE ELEMENTS ALL SWITCHES TO BE LOCATED 42"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED AS PER 1 UD
EACH DAY DRAWINGS OR AS SPECIFIED HERE-IN-AFTER NO PAINT FINISH IS REQUIRED ON:ITEMS MUST BE PRESSURE TREATED. RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA RESIDENTIAL CODE OF NEW YORK STATE. UJ
15. ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS,UNLESS HAVING COMPLETE FACTORY FINISH,EXCEPT AS MAY BE SPECIFIED HEREINAFTER;PUTTY STANDARDS C1 AND C2 FOR WATER BORNE PRESERVATIVE TREATMENT. 3. SUPPLY RECOMMENDED LAMPS IN ALL FIXTURES, O
PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO PLACEMENT OF SAME. AND/OR SEALANT AT ALUMINUM WINDOWS;NONFERROUS METAL UNLESS SPECIFICALLY 6 FASTENERS AND HANGERS,ETC.TO BE"SIMPSON"OR APPROVED EQUAL IN SIZE AND GAUGES AS REQUIRED 4. INSTALL EXHAUST FANS IN BATHS AND POWDER ROOMS DUCT ALL FANS TO THE EXTERIOR.
AND INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 5. INSTALL HARD WIRED SMOKE DETECTORS THROUGH-OUT AS INDICATED AND AS PER RESIDENTIAL CODE OF 11 1 /�
MENTIONED IN THE PAINTING SCHEDULE;STAINLESS STEEL;INTERIOR OR EXTERIOR OF � 1 W W � r/ O
NEW YORK STATE AND AT TOP OF STAIR. PROVIDE HEAT DETECTOR AND CARBON MONOXIDE DETECTOR 1
EXISTING BUILDING,EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED PAINT o 4-0
MASONRY: 7. PROVIDE APPROVED WOOD BRIDGING AT WOOD CEILING JOISTS 8'-0"O.C,MAXIMUM SPACING SECURE NEAR BOILER. 0 1 bio Z O ■■■
1. ALL CONCRETE BLOCK IS TO HAVE"DUR-O-WALL"REINFORCING EVERY SECOND COURSE. GRILLES AND DIFFUSERS NO PAINT IS REQUIRED FOR INSULATING PIPING,EXCEPT WHERE BOTTOM OF BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. NO METAL CROSS BRIDGING SHALL BE USED. 6. SUPPLY G.F.I.OUTLETS IN ALL BATHROOMS,GARAGES,AND KITCHEN AND ANY OTHER PLACE WHERE /� i
FILL TOP COURSE SOLID ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A EXPOSED IN FINISHED,NON MECHANICAL ROOMS 8. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND MOISTURE IS PRESENT AND AS PER RESIDENTIAL CODE OF NEW YORK STATE. �-- 1 00 0.
-_-�--
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AND DEFACEMENT CAUSED BY THIS - ___
MINIMUM BEARING CAPACITY OF 2 TONS/SQ.FT. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGESPECIFICATIONS. 7. SEPARATE CIRCUITS SHALL BE PROVIDED FOR APPLIANCESAS REQUIRED. SZ 4040 W -�-------- O un
2. MORTAR MIX TO BE ONE PART PORTLAND CEMENT,ONE PART LIME PUTTY,AND SIX PARTS WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION REMOVE 9. ALL EXTERIOR WALLS TO BE 2'x4"OR 2"x6"@ 16"O.C.DOUGLAS FIR LARCH#1 GRADE WITH AN E=1,700,000 8. PROVIDE EXTERIOR WEATHERPROOF OUTLETS AS INDICATED ON PLAN. -- .--- �
SAND,OR ONE PART MASONRY CEMENT AND THREE PARTS SAND. PROVIDE WELDED ELECTRICAL OUTLET AND SWITCH PLATES,MECHANICAL DIFFUSERS,GRILLES, WITH 1/2"CDX PLYWOOD COVERED WITH TYVEK FELT OR OTHER APPROVED EQUAL. ALL WOOD STUD 9. THE CENTER OF THE ELECTRICAL AND COMMUNICATION RECEPTACLE OUTLETS SHALL BE INSTALLED NOT ,�
WIRE MESH REINFORCING IN WALL,OR FLOOR SLABS AS INDICATED ON DRAWINGS. ESCUTCHEONS, REGISTERS,SURFACE HARDWARE,FITTINGS AND FASTENINGS PRIOR TO BEARING WALLS AND PARTITIONS SUPPORTING WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT LESS THAN 15"ABOVE THE FLOOR OR WORKING PLATFORM. THE CENTER GRIP OF THE OPERATING HANDLE 186.21' W
A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST.UNLESS NOTED OTHERWISE. OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO I 0. 7,
3. CONTRACTORS TO ASSEMBLE A 4'HIGH X 8'LONG SAMPLE WALL INDICATING THE EXACT COMMENCING THE WORK. STORE,CLEAN AND REPLACE UPON COMPLETION. i Fy
10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 8'-0"IN HEIGHT SHALL HAVE HORIZONTAL WALL BRIDGING CONTROL LIGHTING AND RECEPTACLE OUTLETS,APPLIANCES OR COOKING,HEATING AND VENTILATING /�7 �7
EFFECT OF ANY MASONRY SURFACE,FOR THE ARCHITECTS APPROVAL,PRIOR TO 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE OR BE ADEQUATELY BRACED AT INTERVALS NOT EXCEEDING 6'-D"ATTHE 1/2 POINT VERTICALLY IN AN EQUIPMENT SHALL NOT BE MORE THAN 48"ABOVETHE FLOOR. ./ 'l �J r I, p
COMMENCING WITH THE WORK. PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. APPLY NO APPROVED MANNER. I
4. FILL ALL BLOCK SOLID UNDER ALL LINTELS WITH PORTLAND CEMENT FILL. FINISH MATERIAL ON AN UNSUITABLE SURFACE UNTIL THE UNSUITABLE SURFACE HAS BEEN 11 PROVIDE FIRE STOPPING ATTHE HALF POINT AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,BETWEEN MECHANICAL: ~ QO
5 PROVIDE BRICK VENEER TIES(HOT GALVANIZED)@20"O C.VERTICAL AND 16"O.C. MADE SATISFACTORY. FLOORS,FLOORS AND CEILINGS,AND ALL OTHER CONCEALED SPACES. MAKE ALL JOINTS SMOKE TIGHT AS 1. ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK AND OTHER APPLICABLE NATIONAL AND I r{(�j
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HORIZONTAL EACH WAY TIED INTO WOOD FRAME OR BACKER BLOCK. 4. FINISH WORK SHALL BE UNIFORM,OF APPROVED COLOR,SMOOTH AND FREE FROM RUNS. PER RESIDENTIAL CODE OF NEW YORK STATE REQUIREMENTS, STATE CODES INCLUDING THE INTERNATIONAL MECHANICAL CODE,ASHRAE STANDARD,INTERNATIONAL " ' �s`1 �UG1�
6. PROVIDE WEEPHOLES AT APPROPRIATE LOCATIONS @ 2'-0"O C. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN.WHERE 12. MAXIMUM RISER HEIGHT OF ALL STAIRS SHALL BE 7-3/4"AND MINIMUM TREAD SHALL BE 9-1/2"PLUS 1-1/8" BUILDING CODE,THE INTERNATIONAL FUEL GAS CODE,OSHA, WITFPA,H
ASM E,ANSI, BLESMALO ,AND �v/
7. MAINTAIN MINIMUM 1"AIR SPACE:BETWEEN VENEER AND WOOD FRAME WALL. HIGH GLOSS ENAMEL IS USED,LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH NOSING,ALL IN ACCORDANCE WITH RESIDENTIAL 2017 CODE OF NEW YORK STATE OR AS SHOWN ON ASHRAE/EPA/UL STANDARDS. ALL WORK SHALL ALSO COMPLY WITH ALL APPLICABLE LOCAL CODES,LAWS I �'il?�,[li.,r. „I
REGULATIONS,AND ORDINANCES. i j, lv,..v ti`',y•--)-� Ln
DRAWINGS STAIR WIDTH BETWEEN HABITABLE SPACES AT DIFFERENT FLOOR LEVELS,SHALL BE NOT LESS ` ;- ,r� t
8 ALL STONE TO BE INSTALLED AS PER THE LATEST STANDARDS OF THE BUILDING STONE COAT. THAN T BETWEEN HANDRAILS OR BETWEEN HANDRAIL AND A WALL. STAIRS TOA BASEMENT OR CELLAR 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS,CONDENSER '� OJ"`.J',)_D '(�
INSTITUTE(B S I.) 5. PROVIDE ALL NEWLY PAINTED SURFACES WITH(1)ONE COAT TINTED PRIMER AND A MINIMUM SHALL BE NOT LESS THAN 3'WIDE. LOCATION,DUCT SIZES ETC TO ARCHITECT PRIOR TO INSTALLATION MECHANICAL CONTRACTOR TO ` "a
9. PROVIDE POURED CONCRETE DEAFENING UNDER ALL FIREPLACE HEARTHS OF(2)TWO COATS FINAL COLOR COAT,(UNLESS OTHERWISE RECOMMENDED BY 13. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE, REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ARCHITECT OF ANY MECHANICAL AND I Q
10 MAINTAIN 2"MIN.CLEARANCE BEETWEEN FIREPLACESICHIMNEYS AND COMBUSTIBLE MANUFACTURER'S SPECIFICATIONS)TO PROVIDE A SOLID,UNIFORM AND DURABLE FINISH. MANUFACTURER'S RECOMMENDATIONS AND IN CONFORMANCE WITH THE RESIDENTIAL CODE OF NEW YORK STRUCTURAL DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION.
MATERIAL AS PER RESIDENTIAL CODE OF NEW YORK STATE. ALLOW PROPER DRYING TIME BETWEEN COATS STATE,INCLUDING THE FOLLOWING: 3. ALL WORK SHALL BE DONE IN A NEAT AND EFFICIENT MANNER AND SO AS TO NOT NEEDLESSLY DAMAGE ANY
11 ALL FIREPLACES,SURROUNDS AND MANTELS TO BE INSTALLED IN STRICT CONFORMANCE TO 6. DELIVER ALL PAINT TO JOB SITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S PORTION of WORK PERFORMED BY OTHERS M
FIRE UNDERWRITERS SPECS.AND RESIDENTIAL CODE OF NEW YORK STATE. LABEL,AND SHOWING PAINT TYPE, SHEEN AND COLOR 13.A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE AND AS PER ENCLOSED
12 PROVIDE GAS LINES FOR LOGKITS OR STARTER MANIFOLDS AS DIRECTED ON PLANS. 7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER NAILING SCHEDULE. BRACE,PLUMB AND LEVEL ALL MEMBERS AND SECURE WITH SUFFICIENT NAILS, N, Z
PROVIDE LOGKITS FOR ALL PREFABRICATED FIREPLACES FOR THE MATERIAL ON TO WHICH THEY WILL BE APPLIED.PAINTING CONTRACTOR SHALL SPIKES,AND BOLTS To ENSURE RIGIDITY.
13, ALL STONE TO BE INSTALLED IN 2'-0"(VERT)LIFTS ALLOWING SUFFICIENT TIME FOR MORTAR FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT. 13.8. LAP JOISTS OR TRUSSES OVER BEARING BEAM To SECURED TOGETHER. SECURE BUTTED JOISTS
WITH 1"WIDE BY 18"METAL STRAPS AND TWO Ed NAILS
S TO EACH JOIST. zl: �
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SITE DATA LOCATION MAP Date Revision/Issue
02/01/23 ISSUED FOR REVIEW
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COMPLIANCE WITH APPENDIX J OF THE 2020 NYSUCS: TYPE DNSTRURUCTION 48 �� 0 9
REFERENCE:E; THE CONSTRUCTION DESINGNATION SHALL BE"I", REQ'D PROV]� 1; hj� . " LL Drawn By
11","Ill","IV%OR"V"TO INDICATE CONSTRUCTION ., �6 r` Wh - � .
CLASSIFICATION OF THE STRUCTURE UNDER r r
-RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2020 NYS RBC THIS PROJECT SHALL BE IN COMPLIANCE WITH SECTION AJ304 AS THIS IS SECTION 602oFTHE BCNYs F.Y. SETBACK 50.0 150.2 ����e I ;; M. MONTALBANO
-WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DEEMED TO BE A LEVEL 2 ALTERATION.
2ND F.Y. SETBACK n/a n/a a
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DESIGNATION FOR STRUCTURAL COMPONENTS '� 6 " 6900 New Suffolk Ave 23-008
THAT ARE OF TRUSS TYPE CONSTRUCTION S.Y. SE'T'BACK 15.0' 15.5' ��a, � ,, -_;�11dtD� mr ' Nkdrtuck NY 11952 � _J
6" (SEE TABLE) , s., d� ,y
TOTAL S.Y. SETBACK 35.0' 74.0' `' ,1*e i, r ° 11
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MAX HEIGHT 20'-0" 20'-0" Wttituck - Scale
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COMPLIANCE STATEMENT CONSTRUCTION DRAWINGS NOTE: 1. w fD " sU�r AS NOTED
LOT SIZE 40,000 S.F. 20,715 S.F. o.- , Mattituck m wa °lk.Ave.
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FLOOR TRUSS CONSTRUCTION EXIST. IST FLOOR - 1,565 S.F. 'I _-:_- �0 "..L ° °' - ;°�
TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEME THE CONSTRUCTION DRAWINGS SHALL BE IN COMPLIANCE IN tr �, up1°n ., e
THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE ACCORDANCE WITH SECTION R103 WITH THE 2020 N.Y.S.RBC x _. Date
PROP. GARAGE - 864 S.F. d `1 ' s
,' 01-23-23
ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, Residential Structures with Truss-type construction,Pre-Engineered Wood "F" FLOOR FRAN41NG INCLUDING TOTAL - 2,429 S.F. 9 �,8"g
Construction,And/or Timber Construction for new dwelling and or any addition, GIRDERS AND BEAMS
USING CHAPTER 4 OF THE 2020 NYS ECCC. ilk
alteration a sign or symbol designed in accordance with Title 19NYCRR Part R" ROOF FRAMING 0 0 "=s m' �p
1265 shall be affixed to the exterior of the structure for field inspection TOTAL F.A.R. 20.00/0 11.73/o , 4 €' - SI1CCt#
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TABLE 3 . 1 NAILING SCHEDULE
ry BUILDING PLAN REVIEW NOTE:
GENERAL NOTE,
TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE& TWO FAMILY DWELLINGS (2018 EDITION)
BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMUM ,- ? -
1. THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS
12-24 OF THE 2020 N.Y.S.CODE. ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE VILLAGE OF SOUTHOLD AS SPECIFIED IN NUMBER OF NUMBER OF
THE BUILDING AND / OR 2020 RESIDENTIAL CODE OF THE STATE OF NEW YORK. THIS REVIEW DOES JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING
2.THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS
25-32 OF THE 2020 N.Y.S.CODE. NOT GUARANTEE COMPLIANCE WITH THAT CODE. THE SEAL AND SIGNATURE OF THE DESIGN ROOF FRAMING
3.ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE PROFESSIONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE
WITH CHAPTERS 33-42 OF THE 2020 N.Y.S.CODE. LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENTS IS: RAFTER TO TOP PLATE(TOE NAILED) 3-8d 3-10d PER RAFTER
CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d 3-10d PER JOIST
4.EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE
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O
WITH SECTION R613.5. ALL GLAZING IS TO COMPLY WITH SECTION 8308. - ACCURATE,
- CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, 211 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d 4-40d EACH LAP W
v
5.IN ACCORDANCE WITI I SECTION 8303.6,ALL INTERIOR AND EXTERIOR STAIRWAYs CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) 4-16d 4-40d EACH LAP F �" O Z
SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS,INCLUDING - CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE '� rra�� H
LANDINGS AND TREADS. SAFEGUARDING OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, _ COLLAR TIE TO RAFTER(FACE-NAILED) 4-10d 4-12d PER TIE
Ow
6.IN ACCORDANCE WITH SECTION R807.1,AN ATTIC ACCESS OPENING SHALL BE - IS THE RESPONSIBILITY OF THE LICENSEE. N BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END cit
PROVIDED TO ATTIC AREAS THAT EXCEED 30 S.F.AND HAVE A VERTICAL HEIGHT OF
30"OR GREATER THE ROUGH-FRAMED OPENING SHALL NOT BE LESS TITAN 22"x30" RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END
AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. #8 PRE-DRILLED WINDO ~ U H
TABLE R301.2.1.2
JAMB HOLE WALL FRAMING z w
7.IN ALL FRAMED WALL'S,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR RETARDER SHALL BE FOR WOOD STRUCTURAL PANELS a,b,c Y2"CDX PLYWOOD PANEL TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 1 2-16d 1 PER FOOT
INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE FASTENER SPACING
WITH SECTION R318. FASTENER 4 FEET 6 FEET TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE
SPA
8.WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION O TYPE PANEEET N <PANEL SPAN <PANEL SPAN TYPICAL PRE-DILLED HOLE STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C.
NOT GREATER THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER - _ <6 FEET _ <8 FEET
THAN 450 IN ACCORDANCE WITH SECTION 8315. 2 i"#6 LOCAT "Yl✓R HEADER TO HEADER(FACE-NAILED) 16d 16d 16"o.c.ALONG EDGES
WOOD9.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 AND
SCREWS 16" 12 9 WINDOW TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d 2-40d PER STUD
A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE 2�'#8 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 1,z 1,2
WITH SECTION 8316. WOOD 16" 16" 12" ENDJOIST OR BLOCKING(FACE-NAILED) 2-16d 2-16d PER FOOT
SCREWS ® '"
10.INTERIOR WALL COVERING SHALL BE INSTALLED IN ACCORDANCE WITH • w 000 00 O
g o FLOOR FRAMING z `'
SECTION R702 AND EXTERIOR WALL COVERING SHALL BE INSTALLED IN FOR SI: 1 INCH=25.4 mm, 1 FOOT=304.8 mm 1 POUND=0.454 k
ACCORDANCE WITH SECTION R703. 1 MILE PER HOUR= .44M/S Q OFF] •
z JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST id. 4
11.ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. Q � tet' �t
a. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECONDS GUST)OF 130 MPH � � Q Z N N
AND MEAN ROOF HEIGHT OF 33-FEET OR LESS. • BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END
12.IN ACCORDANCE WITH SECTION R321,APPROVED NUMBERS OR ADDRESSES W
SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE b.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL p" BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END • w w c`I
PLAINLY VISIBLE AND LEGIBLE FROM TIE STREET OR ROAD FRONTING TI IE PROPERTY. PANEL. • H 'p _c
c.WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK N w
13.STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8311.5 BE ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING A MINIMUM
AND HANDRAILS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R311.5.6. LuULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d 4-16d EACH JOIST o W Q
TYPICAL WINDOW PANEL JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d PER JOIST � `n W
BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST
WIND UPLIFT DESIGN TABLE 8507.8 TABLE R301.7 TABLE R301.5 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 1 3-16d PER FOOT
ALLOWABLE DEFLECTION OF
WOOD FRAME CONSTRUCTION MANUAL DECK POST HEIGHT MINIMUM UNIFORMLY ROOF SHEATHING V
FOR ONE&TWO FAMILY DWELLINGS(2018 EDITION) STRUCTURAL MEMBERS DISTUBUTED LIVE LOADS
STRUCTURAL PANELS 8d lOd 6"EDGE/6"FIELD
-SECTION 3.2.1.7 SILL PLATE TO FOUNDATION a STRUCTURAL MEMBER ALLOWABLE (IN POUNDS PER SQUARE FOOT)
-TABLE 3.2,3.2A-C DECK POST SIZE MAXIMUM HEIGHT DEFLECTION GABLE ENDWALL RAKE 8d 10d 4"EDGE/4"FIELD
-SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION USE LIVE LOAD DIAGONAL BOARD SHEATHING
-TABLE 3.413 4"x4" 8' RAFTERS HAVING SLOPES GREATER THAN 3/12g.h
-SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ATTICS WITH LIMITED STORAGE 20
-TABLE 3.4,3.4B 4"x6" 81 WITH NO FINISHED CEILING ATTACHED TO L/180 b 1"x6"or 1"x8" 2-8d 2-lOd PER SUPPORT
-SECTION 3.2.3.1 HOLDDOWNS RAFTERS ATTICS WITHOUT STORAGE 10
1"x10"or WIDER 3-8d 3-10d PER SUPPORT
-TABLE 3.17E 6".'6" 14'
-SECTION 3.2.5.4 HEADER AND/OR GIRDER TO STUD = INTERIOR WALLS AND PARTITIONS H/180 ATTICS WITHOUT STORAGE WITH STAIRS 30
CEILING SHEATHING
-TABLE 3.7 a. MEASURED TO THE UNDERSIDE OF THE EXTERIOR BALCONIES AND DECKS 40
-SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY BEAM FLOORS AND PLASTERED CEILINGS L/360
-TABLE 3.4,3.4B ALL OTHER STRUCTURAL MEMBERS L/240 FIRE ESCAPES 40 GYPSUM WALLBOARD Sd COOLERS Sd COOLERS 7"EDGE/ 10"FIELD
sETBE3.2.5.1 RIDGE STRAPS kn
AL . WALL SHEATHING
�
EXTERIOR WALLS WITH PLASTER OR STUCCO GUARDRAILS AND HANDRAILS 200 H/360 La
'-'
FINISH GUARDRAILS IN-FILL COMPONENTSf 50STRUCTURAL PANELS 8d 10d 6"EDGE/6"FIELD 0 W �.
PASSENGER VEHICLE GARAGES 50 a M V
TABLE 3.413 EXTERIOR FINISHES WALLS-WIND LOADS WITH BRITTLE L/240 ROOMS OTHER THAN SLEEPING ROOMS 40 FIBERBOARD PANELS 3 W 4 z
UPLIFT STRAP CONNECTION REQUIREMENTS /6 6d - 3 EDGE/6 FIELD U
(ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) EXTERIOR WALLS-WIND LOADS WITH SLEEPING ROOMS 30 2Y321# 8d 3 - 3"EDGE/6"FIELD Q ® 0
PRESCRIPTIVE ALTERNATE TO TABLE 3.4 FLEXIBLE FINISHES L/120 STAIRS 40 e w
( ) GYPSUM WALLBOARD Sd COOLERS Sd COOLERS 7"EDGE/ 10"FIELD uiU) F-'
TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR SUBNOTES REFER TO THE 2016 N.Y.S CODE 3: {u
FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION)
NOTE:L=SPAN LENGTH,H=SPAN HEIGIIT HARDBOARD 8d 8d 6"EDGE 12"FIELD V
a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT PARTICLEBOARD PANELS 8d 8d SEE MANUFACTURER
AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. ( ) z Z
DEAD LOAD ASSUMPTION: ROOF/CEILING ASSEMBLY DL= 15 psf b.FOR CANTILEVER b1EMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE DIAGONAL BOARD SHEATHING 4 Z
CANTILEVER ui
THREE SECOND GUST WIND 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT z Q 2 �
110 115 120 130 140 150 160 170 180 195 c.FOR ALUNIINUM STRUCTURAL MEMIBERS OR PANELS USED IN ROOFS OR WALLS OF
SPEED )(mp ll. SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR I"x117"or WIDER 3-8d 3-10d PER SUPPORT
SANDWICH PANELS,TI IF TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60.FOR
SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO
FRAMING VERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120 TABLE R402.2
ROOF NUMBER OF 8d COMMON NAILS or lOd BOX COFLOOR SHEATHING
SPACING SPAN(ft.) NAILS IN EA.END OF 1�4"x20 GAUGE STRAP 1,2'3'4 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 0 O
(in.) MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'c)a STRUCTURAL PANELS a
16 1 1 1 1 2 2 2 3 3 3 WEATIMRING POTENTIAL g
12 1 1 1 1 1 2 2 2 2 3 E-"
TYPE OR LOCATIONS OF n V OR LESS 8d 10d 6"EDGE/ 12"FIELD w O
20 1 1 1 2 2 2 3 3 3 4 CONCRETE CONSTRUCTION GREATER THAN 1" lOd 16d 6"EDGE/6"FIELD Q ®: Q
12 24 1 1 1 2 2 2 3 3 4 4 NEGLIGIBLE MODERATE SEVERE I Z
28 1 1 1 2 2 3 3 4 4 5 BASEMENT WALLS FOUNDATIONS AND OTHER DIAGONAL BOARD SHEATHING
32 1 1 2 2 2 3 3 4 5 5 2,500 2,500 2,500 o
36 1 1 2 2 3 3 4 4 5 6 CONCRETE NOT EXPOSED TO THE WEATHER 1"x6"or 1"x8" 2-8d 2-lOd PER SUPPORT 00
1"x10"or WIDER 3-8d 3-lOd PER SUPPORT �
BASEMENT SLABS AND INTERIOR SLABS ON GRADE, c N
12 1 1 1 2 2 2 2 3 3 4 2,500 2,500 2,500
EXCEPT GARAGE FLOOR SLABS 2
16 1 1 1 2 2 2 3 3 4 4 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL
20 1 1 2 2 2 3 3 4 4 5 BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES NAILING
16 24 1 1 2 2 3 3 4 4 5 6WALLS AND OTHER VERTICAL CONCRETE WORK 2,500 3,000 d 3,000 d REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES,
28 1 2 2 2 3 3 4 5 5 7 EXPOSED TO WEATHER SHALL BE USED TO MAINTAIN THE LOAD PATH.
32 1 2 2 2 3 4 4 5 6 7 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED z
36 2 2 3 3 3 4 5 6 7 8 PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE 2 500 3,000 d'e 3,500 d,e TO BE REDUCED TO 1-16d NAIL PER FOOT. v
WEATHER,AND GARAGE FLOOR SLABS
12 1 1 1 2 2 2 3 3 4 4 1 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL
Ca a
16 1 1 2 2 2 3 3 4 4 5 FOR SI:1 POUND PER SQUARE INCH=6,895 kPa REQUIREMENTS.
20 1 2 2 2 3 3 4 4 5 6
19.2 24 1 2 2 2 3 4 4 5 6 7 AAT 28 DAYS PSI Date Revision/Issue
B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL.
28 2 2 2 3 3 4 5 5 7 8 C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN 02,101/23 ISSUED FOR REVIEW
ACCORDANCE WITH FOOTNOTE D.
32 2 2 2 3 4 4 5 6 7 9 D.CONCRETE SHALL BE AIR ENTRAINED,TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN
36 2 2 2 3 4 5 6 7 8 - 7PERCENT.
E.SEE SECTION R402.2 FOR MINIMUM CENIENT CONTENT.
12 1 2 2 2 2 3 3 4 4 5 TABLE R301.2(1) TABLE R301.5
16 1 2 2 2 3 3 4 5 5 6 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
20 1 2 2 3 3 4 5 5 6 7 IN PONDS PER S
24 24 2 2 2 3 4 4 5 6 7 8 WIND DESIGN SUBJECT TO DAMAGE FROM ICE SHIELD ( QUARE FOOT)
GROUND SEISMIC WINTER AIR MEAN INTERIOR SPACES INTENDED FOR IIUMAN Drawn By:
28 2 2 2 3 4 5 6 7 8 - SNOW SPEEDO TOPOGRAPHIC SPECIALWIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAY- FLOOD FREEZING ANNUAL OCCUPANCY SI TALL BE PROVIDED WITH INDOOR
32 2 2 3 3 4 5 6 7 9 - o ' WEATHERING° TERMITE` E MENT HAZARDS J TEMPERATURE OF NOT LESS THAN USE LIVE LOAD M. MONTALBANO
MPH CATEGORY a TEMP INDEX TEMP 68 DEGREES FAHRENHEIT AT A POTNT 3 FEET
36 2 3 3 4 5 6 7 8 - _ Q LOAD (MPH) EFFECTS REGION DEBRIS ZONE DEPTH REQUIRED
CALL ABOVE THE FLOOR ON TI E,DESIGN HEATING
U 130 1-MILE FROM MODERATE DAY UNINHABITABLE ATTICS WITHOUT STORAG9 10 Project#
1.PRESCRIPTIVE iLINITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. � 20 psf VULT NO NO COAST&F.I. B SEVERE 3 FEET TO HEAVY SEE RIGHT YES PLANS 599 51
2.TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING �; EXAMINER SYSTEM DESIGN SHALL BE BASED ON MAX 72 g 23-008
DEGREES HEATING,MINIMUM 75 DEGREES UNINHABITABLE ATTICS WITH LIMITED STORAG 20
LOCATED IN EXPOSURE B. Z MANUAL J DESIGN CRITERIA"
COOLING HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30
3.TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND N DEGREE DAYS(NY LAGUARDIA)4811,WINTER Scale
CEILING ASSEMBLY DEAD LOAD OF 9 PSF(0.60 x 15 psf=9 psf). N WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN HEATING DESIGN TEMP 15,DRY BULB 89,WET BULB 75 BALCONIES(EXTERIOR)AND DECKS 40 AS NOTED
IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ELEVATION LATITUDE HEATING COOLING CORRECTION TEMPERATURE TEMPERATURE TEMPERATURE (2015 IPC APPDX D)
ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY,THE O FACTOR COOLING DIFFERENCE ALSO AS PER NYSBC 2020 CHAPTER 16 SECTION FIRE ESCAPES 40
TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT G,� 1609 AND ASCE 7 2016 -WIND EXPOSURE GUARD AND HANDRAIL 20(>h Date
EACH END OF THE STRAP. Z 108FT 41 DEG N 15°F 86°F 1.0 70°F 75°F 55°F CATEGORY AND SURFACE ROUGHNESS IS B. 01-23-23
4.MINIMUM ASTM A653 GRADE 33 STEEL STRAP. USE C FOR BOTH SOUTH SHORE AND FIRE
ISLAND. GUARD IN-FILL COMPONENTsf 50'
H COOLING WIND WIND COINCIDENT PASSENGER VEHICLES GARAGES 50a
W TEMPERATURE VELOCITY VELOCITY WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY _ TOWN OF ISLIP IS WITHIN A HURRICANE PRONE Sheet#
a DIFFERENCE HEATING COOLING REGION ROOMS OTHER THAN SLEEPING ROOMS 40
d SLEEPING ROOMS 30
F" 11°F 15 MPH 7.5MPH 72°F MEDIUM(M) 40% 32 GR�,50%RH - STAIRS 30` EM
NAILING AND STRAPPING ANCHOR BOLT SPECIFICATION '
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
NOTE: HOLD DOWN CONNECTIONS ` '
NS TABLES 3.213 3.2C 3.3A
RIDGE �.
NOTE: � � > ' �,
ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR BOARD (REQUIRED AT EACH BUILDING CORNER&O.H. GARAGE DOOR JAMBS) SEE TABLE R301.2(1)SHT,N-1, TYPICAL TYPICAL
'SIMPSON'EQUIVALENT-CS20(COILED STRAP) (SEE FLOOR PLANS FOR LOCATIONS) SPACING CORNERS t }ra
ROOF FOR WIND SPEED
ALL COIL STRAPPING TO HAVE MINIMUM 12"BEARING ON WALL STUDS(ALL TABLE 3.17F
RAFTER
STRAPPING SHALL.BE INSTALLED AS PER MANUF. SPECIFICATIONS) 3'-0"O.C. (130 MPH) 6°MIN•
ALL STRAPPING TO BE SPACED AT 16"O.C. 2'-6" O.C.(140 MPH) 12"MAX.
—t—
ALL TABLES REFER TO 2018 W.F.C.M.
COLLAR TIE @ 32"O.C.MAX. O
L————— WHEN RIDGE IS STRAPPED. z O W
AT RAFTER TO RIDGE CONNECTION C.T. a,16"O.C.WHEN NO , . •: •.. Z Z E"
FOR RIDGE STRAP- 4-8d COMMON NAILS OR STRAPPING IS USED.
4-10d BOX NAILS IN EA. j L_
17ND OF STRAP. -TABLE 3.6A PLAN O a C)
a
FOR ALT. COLLAR TIE- 4-10d COMMON NAILS OR ROOF SECOND FLOOR ATTACHMENT j d
4-12d BOX NAILS IN EA. RAFTER (REQUIRED FOR ALL NEW CONSTRUCTION a a
END. -TABLE 3.6A �o
0. AND SECOND FLOOR ADDITIONS) W
U H
J 3" SQ.x 5/16"WASHERS Z W
NOTE: — — — ——— &END NUT SETUP
COORDINATE w/TABLE 3.413 SHT.N-1
FOR ALL STRAP CONNECTION REQUIREMENTS CEILING
DOUBLE SILL PLATE ON
"SIMPSON"HDUSSDS 2.5 COPPER TERMITE SHIELD
w/SILL INSULATION w
AT RAFTER TO TOP PLATE
•' A
2-16d COMMON
TO STUD CONNECTION Z 5/8"DIA. ANCHOR
1-1/4"x20 GA. NAILS @ 6"O.C.FOR BOLTS(TYP.)
< - FULL LENGTH OF �[
FOR STRAP- (SEE TABLE 3.413 SHT.N-1) STL. STRAP OR N e. ;
AT EACH END OF STRAP "SIMPSON" CS-20 '-" BLOCKI STUD POURED CONCRETE '•• ids
@
END ALL FOUNDATION WALL
FOR ALTERNATE- 14-10d NAILS AT EA. STRAP,
"SIIVIPSON"MTS 12 AS PER MANUF'RS REQ'TS. •s
('TWO STRAPS TOTAL) ® Z r- rn
W 00 00 0
(MEETS OR EXCEEDS UPLIFT
F'.EQ'TS OF TABLE 3.4) SECTION --� 4
z NOTE: Q z N N
NOTE:
"SIMPSON"HDUSSDS 2.5 1.) USE 5/8"DIA.ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO
FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR CONCRETE W/3" SQUARE x 5/16"WASHERS AND END NUT SETUP. W W cn
JOIST TO HEADER CONNECTIONS PROVIDE"SIMPSON" SHOE PL. 2.)ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED �x
"LSSU210"ADJUSTABLE HANGER. SUBFLR. BY HOLD DOWNS FOR SHEARWALLS. W
3.)ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO W o W
RIM JOIST FLOOR ALL STRAPPING ANCHORS,HOLD DOWNS & 12 MAXIMUM FROM ENDS AND CORNERS. Cn Q H
AT STUD TO FLOOR ASSEMBLY J01ST J W
ADHESIVES TO BE INSTALLED AS PER N
TO STUD CONNECTION Y•
(ONLY APPLICABLE FOR TWO-STORY MANUFACTURES SPECIFICATIONS.
TOP PL.
CONFIGURAT'IONs) SPLICING OF TOP PLATE
FOR STRAP- (.SEE TABLE 3.413 SHT.N-1)
AT EACH END .4 STRAP "SIMPSON" Z (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
MTS 16 TABLE 3.21
FOR ALTERNATE- 14-10d NAILS AT EA. STRAP,
"SIMPSON"MTS 16 AS PER MANUF'RS REQ'TS.
(TWO STRAPS TOTAL) FIRST FLOOR ATTACHMENT TOP PLATE SPLICE TOP PLATE SPLICE
(MEETS OR EXCEEDS UPLIFT 1-1/4"x20 GA. (REQUIRED FOR ALL NEW CONSTRUCTION REQUIREMENTS REQUIREMENTS
REQ'TS OF TABLE 3.4) ST'L. STRAP OR AND FIRST FLOOR ADDITIONS) ONE STORY SLAB-ON-GRADE ALL OTHER CASES
"SIMPSON"CS-20
FOR SECOND- STRAPPING TO OVERLAP N z Building Dimension Minimum Splice Building Dimension Minimum Splice
FLR.ADDITIONS FIRST&SECOND FLOOR (ft.) Length(ft.) 1,2.3 (ft.) Length(ft.) 1,2,3
STUDS BY MIN. 12"
SHOE PL. "SIMPSON"HDU5SDS 2. 121-011 3'-0" 12'-0" 2'-0"
NOTE: SUBFLR. 16'-0" 4'-0" 16'-0" 3'-0"
2-16d COMMON o�
ALL CLIPS&STRAPS CAN BE MOUNTED RIM JOIST FLOOR NAILS @,6"O.C.FOR 201-011 5'-0" 20'-0" 4'-0" ^
FROM EITHER ALL,EXTERIOR OR ALL JOIST FULL LENGTH OF UJ
INTERIOR,BUT NOT A COMBINATION OF BOTH. BLOCKING STUD 24'-0" 6'-0" 24'-0" 4'-0" Z
C,ENDWALL n " " " " Q
SILL PL. 28 -0 7-0 28 -0 5-0
AT STUD TO FLOOR ASSEMBLY : • 32 -0 8-0 321-011 64-01'
G
TO SILL PLATE CONNECTION
9,- „ ,- ,- „
a • r 36 -0 0 36 0 7 0 ® E-+
FOR STRAP- (SEE TABLE 3.413 SHT.N-1) "• ." �� a 40'-0" 11'-0" 40'-0" 8'-0" UJ U H
AT EACH END OF STRAPAIN — JU
�' a '• . 4, 50'-0" 13'-0" 50'-0" 10'-0" Q V �'
7/8"DIA.THREADED ROD EMBEDDED 12 1/2" INTO • „
CONCRETE W/'SIMPSON'ET(HIGH STRENGTH EPDXY 60 -0 16-0 60 -0 12-0
ADHESIVE)&FOR TEMPERATURES(O DEG.TO 40 DEG F) ° p 701-011 19'-0” 704-011 14'-0" LU
USE'SHv PSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE) „ „ Q G W
1-1/4"x20 GA. 80 -0 22-0 80 -0 161-011
"SIMPSON""CAP OS-0 - z TOP PLATE SPLICE LENGTH Q W
Z W �
AT STUD TO FLOOR ASSEMBLY I)TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-
TO SILL PLATE CONNECTION a 0
(SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) TOP PLATE CONNECTION USING THE NAILS PER FOOT, O 4
FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING
SHALL BE REDUCED IN ORDER TO PROVIDE AN �+
FOR STRAP- (SEE TABLE 3.413 SHT.N-1) a ° ` 4 .•
EQUIVALENT NUMBER OF NAILS.
• • 2 LOCATED IN EXPOSURE B OR CASSUME A BUILDING W
AT EACH END OF STRAP * ~' Q
:t 4 ;
•• 3)TOP PLATES SHALL BE A MINIMUM OF STUD GRADE
• a MATERIAL.
END VIEW SECTION
NAILING & STRAPPING AT TYP.PROVIDE RAFTER TO
_ EXTERIOR WINDOW / DOOR HEADERS KING ATTACHMENT WHEN aq z
FLOOR & ROOF EXTERIOR OR RAFTERS AND PLYWOOD LENGTH'L' •
KINGS TO PLATES o
DIAPHRAGM BRACING STU%BEARING \ �9 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) q a
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE `I Y
SECTION 3.3.5&3.5.5 TYP.PROVIDE RAFTER TO RATIO LIMITS=H2<31/2 Date Revision/Issue
j j NAILING SCHEDULE B : (2018 W.F.C.M.) "CRIPPLE"CONNECTION PLYWOOD NOT SHOWN FOR
I I ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS H2A OR EQUAL OR STRAP CLARITY 02'01/23 ISSUED FOR REVIEW
II
RIDGE I Notation DETAIL -( LEFT
� SOLID BLOCKING a SEAMS
Rough A B C D
BLOCKING 2 BAYS Opening
BACK a, 48"o.c. DOUBLE 2x MIN. 2'-0" 1 2x4 1 1 1 TYP. STRAPPING C7 __ __ _ __
C
I FOR HEADER OR BEAM NAILING AS PER L TA THINNAILED
O TABLE 3.413 SHT.N-1 � AS PER TABLE 3.1 SHT.N-1,2015
ATTIC %"ROD REQUIRED I Drawn By:
4'-0" (1)2x4 2 2 2 a W.F.C.M.
Q I I C AT EA.END OF STRAP M. MONTALBANO
q FOR STU/ I THREADED ROD 6'-0" (2)2x4 OR(1)2x6 3 3 3 3 PLYWOOD SHEATHING
w 8'-0" (2)2x4 OR(1)2x6 3 4 4 FOR NUMBER OF 10, 8D COMMON NAILS Vii)6"
I I lo'-o" (2)2x6 4 5 5 JACK STUDS REFER i I O.C.EDGE&FIELD. Project 4
A TO FLOOR PLANS 23-008
U '00o,12'-0" (2)2x6 5 6 6 B HOLD DOWN SEE DETAILS
T
FIRS & SECOND FL. o CNW COUPLER NUT Notations
THIS SHEET Scale
MIN.EDGE DISTANCE A. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO AS NOTED
AS PER MANUF. DOORS)
TYP. STRAPPING
Fr .,,. B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF Date
. D NAILING AS PER NOTE:
•' o •o o HEADER TABLE 3.413 SHT,N-1 ��-23-23
BLOCKING 2 BAYS • �'1r�- ' •p •;'• 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN,
BACK a 48" o.c. ••'? '•a C. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT AT EA.END OF STRAP SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS.
MIN.END DISTANCE KING STUD TO END OF HEADER AT EACH SIDE 2.HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET.
AS PER MANUF. Sheet 4
EXCEPTION: 3.REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD
WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE
GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED,ADDITIONAL ROOF HOLLOW COLUMN DETAIL TE' PATH.
D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT ALL STRAPPING TO BE 1 1/4"X20 GAUGE SHEARWALL SEG. DETAIL (TYP)
DIAPHRAGM BLOCKING IS NOT REQUIRED, JACK STUDS TO END OF SILL(S)AT EACH SIDE(DOES NOT STEEL OR'SIMPSON'EQUIVALENT
APPLY TO DOORS) CS20(COILED STRAP)
�a
A /A
WALL LEGEND ELECTRICAL LEGEND A-2 A-2361-Oft 361-011
Px4'FLOURESCENT LIGIIT FIXTURE (4)2"x4""
4 2"x4 CORNER
EXISTING WALLS TO BE REMAINLL
WD POST
77t.
e.
------------------
1.'
.1Jr"
"1
�r 4Y'
``I y J
0
EXISTING WALLS TO BE REMOVE Q° CEILING FAN
0 8"POURED CONC.FOUNDATION Ei I(2)C.J. TYP. WALL CONST, I1
NOTE: ( I P.C. SLAB
NEW WALLS 2"X4"WD. STUDS o CLOSET LIGHT CONNECTED To DOOR SWITCH "` WALL ON 16"x8" CONTINUOUS x - VINYL SIDING TO MATCH MAIN HOUSE U I x
BOTTOM OF NEW FOUNDATION va I
a� 16" O.C. POURED CONCRETE FOOTING 14' ( \ / TYVEK BUILDING WRAP
C== BATHROOM VANITY LIGHT WITH CONTINUOUS 2"x4"KEYWAY FOOTING TO BEAR ON 9S% a W^I I 1/2"EXTERIOR PLYWOOD CDX I I a W'� O O
COMPACTED FILL OR SOIL CLASS >I \/ I�" �O I I
AND(2)#4 REINFORCING BAR _ FOUNDATION NOTES: E� /\ IN 2"X4" WOOD STUDS a 16"O.C. �" �' O O W
SP 8-65 (1 TON SOIL BEARING w O c I w cn
CEILING FIXTURE Dowty LIGHT I CONTINUOUS ON 95%COMPACTED 5/8"DIA FOUNDATION ANCHOR I +'? I v� I / \ I C I v� Z
Y: 8" P.C. FOUND.WALL ~ CAPACITY). G.C.TO VERIFY SOIL ¢� J O
-; O FILL OR 1 TON VIRGIN SOIL. BOLTS(a� 3-0 O.C.MAX. AND
;, CONDITIONS PRIOR TO POURING �j -a I - 3"O STL. COL.w/TOP 4 w1 Ems. a
ON 16"X8" PC. FTG. I I MAX 1-0 FROM CORNERS. NEW FOUND. &TO CONTACT I I I &BTM. STL.BEARING PLATES 00 1.5f I _ E~ U
RECESSED INCANDESCENT DOWN LIGHT ;{. ARCHITECT IF POUR SOIL 3 I11 STAIR OWN �� . . �� , �� _X I 3 �" W
THREE WAY SWITCH I '4 I CONDITIONS ARE DISCOVERED. ' H ri
' SCHEDULE 40 ON 24 x24 x12 DP. 2t
a `~ POURED CONC.FTG. W/#5 I I r J a, x
REBAR C A 6"X 6"GRID,TOP I w W U H
NOTES: SINGLE POLE swrrcx 11'-6" 11'-8"- 11'-6" ( ( 1 AND BOTTOM(TYP.FOR ALL) I I? w
1. PROVIDE "SIMPSON B SERIES' JOIST HANGERS N I I N z w
® 80C.F.M.EXHAUST FAN,VEN TO EXTERIOR � � � � _�: � ( �Z2) -3/4"R11-']/$"LVL DROPPED HDR F
AT ALL APPLICABLE LOCATIONS. I I EXPANSION JOINT - I .y::: I 4 4
(� 220V DUPLEX RECEPTACLE w/GROUND FAULT AT PERIMETER „ N N „ „ I I I I a N
GFi INTERRUPTER POURED CONCRETE SLAB w (3)2"x4"WD. L_ _I �
2. ALL BUILT UP MICROLAM HEADERS TO BE 24"x24"x12"DEEP WITH 6"x6" 10/10 WWM ON M x POST(E.E.) GARAGE
CEILING MOUNTED RECEPTACLE I `'' I POURED CONC.FTG.W/#5 6 MIL.VAPOR BARRIER ON 611 I ?'
BOLTED OR NAILED AS PER �M N o (UNFINISHED&
DUPLEX RECEPTACLE (2)2"x6"P.T. SILL PLATE ON COPPER REBAR @ A 6"X 6" GRID,TOP COMPACTED GRANULAR UNHEATED) ■
MANUFACTURERS REQUIREMENTS. 0 ( TERMITE SHIELD w/SILL INSULATION. AND BOTTOM(TYP.FOR 2) MATERIAL ON 95%COMPACTED I I (2)2 a4 WD.
POST(TYP.)
EXTERIOR WALL MOUNTED FIXTURE,FIXTURE 4' SECURE w/Y8"DIA.x 12"LONG FILL OR VIRGIN SOIL. O ■■
TO BE WATER PROTECTED;OWNER TO SELECT MANUF. I *: . I "J"ANCHOR BOLTS AND 3"X3° SQ.
I I - �■
3.) DOUBLE ALL FLOOR JOISTS UNDER :y'. - - - - - - - - - - -► r�
PARALLEL WALLS. WASHERS n 3'-0"O.C. `'` I NOTE: I I NOTE: I I C' I ■+
C7 (12"FROM CORNERS) b I PROVIDE GALV. I ( PROVIDE SOLID
z I
SHEAR-WALL I I r� "TECO"METAL JOIST w ® w 00 00 0
mo I I I BLOCKING MID-SPAN I I -
4. ALL HEADERS NOT INDICATED TO BE MIN. HOLD-DOWN N HANGERS AT ALL ?o ,-, c� o
„ LIGHTING & VENT NOTE: " ¢ aw. .;• I UNEXCAVATED I ;' I I FLusH coNNECTIoIvs I I ($'-o°MAX. O.C.) I I '" SHEAR-WALL I
2 2x8 DOUG. FIR. LARCH # 2. o CONNECTIOIN 4 �
O N HOLD-DOWN '�
(TYP.FOR-ALL) �•� I I ( I I I � �
AS PER THE 2020 N.Y.S.RBC SECTION 303,ALL HABITABLE ROOMS SHALL .: I I :'�. I I (3)2"x4"WD. I ( I I CONN ECTI OI N I � Q Z
5. DOUBLE ALL JOISTS AROUND ALL STAIR FLOOR BE PROVIDED WITH AMIN.OF4%NATURAL OR MECHANICAL = TYP.FOR-ALL
> ° N I POST(E.E.) I I I I ( ) I
CEILING & ROOF OPENINGS. (TYP.) VENTILATION&AMIN.OF 8%NATURAL OR ARTIFICIAL LIGHT. _
- - - 8'x8'O.H.DOOR 8'x8'O.H.DOOR 8'x8'O.H.DOOR
_ W
(2)1-3/4"x9-1/2"LVL (2)1-3/4"x9-1/2"LVL (2)1-3/4"x9-1/2"LVL -
Lu
6. ALL CATHEDRAL CEILINGS TO RECEIVE 5 1" R=21 BATT „ o W
)INSULATION WITH 'RAFTER-R-MATE' BY OWENS ALTERATIONS TO EXISTING BUILDINGS NOTES: 2'-1 2" $-3 - 2'-9" $-3 - 2'-9"- $-3 2'-102° 7'-0" 1'-0 1'-0 7'-0°
MASONRY OPENING MASONRY OPENING MASONRY OPENING
CORNING TO ALLOW FOR ADEQUATE VENTING SECTION AJ501 OF THE 2020 N.Y.S. RBC 36'-0" W
AJ501.1:NEWLY CONSTRUCTED ELEMENTS. FOUNDATION PLAN A A
7.) ALL POSTS TO RECEIVE SOLID WOOD BLOCKING TO -NEWLY CONSTRUCTED ELEMENTS,COMPONENTS AND SYSTEMS A_2 FLOOR PLAN A_2
FOUNDATION WALL OR GIRDER BELOW SHALL COMPLY WITH THE REQUIREMENTS OF THIS CODE. SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
EXCEPTIONS:
8.) ALL CONNECTORS/CONNECTIONS IN CONTACT WITH -OPENABLE WINDOWS MAY BE ADDED WITHOUT REQUIRING
AC P.T. LUMBER MUST BE APPROVED BY MANUF. COMPLIANCE WITH THE LIGHT AND VENTILATION REQUIREMENTS NOTE:
Q ( ) of SECTION R303. ALL NEW RIDGE BEAMS HAVE BEEN DESIGNED A
AND MUST HAVE A FINISH WITH EXTRA CORROSION -NEWLY INSTALLED ELECTRICAL EQUIPMENT SHALL
RESISTANCE, EITHER STAINLESS STEEL, COMPLY WITH THE REQUIREMENTS OF SECTION AJ501.5. USING TH DESIGN CHART DATA LOAD TABLES. PROVIDE ALUMINUM FLASHING A-2
AT ALL ROOF/WALL INTERSECTIONS.
HOT-DIP GALVANIZED (HDG) OR ZMAX PROTECTION. 2$'-0"
1 , „ ,- ,r EXTERIOR EXTERIOR
1-41-611- 91-61' 9-6 4 6 GFI GFI
NOTE: MANUFACTURERS MANUALS, ENERGY EFFICIENCY: 1'-0"
ALL WINDOWS TO BE 14IGH PERFORMANCE INSULATING GLASS TW 1032 Op.
WINDOWS AS MANUFACTURED BY"ANDERSEN 400 SERIES"OR MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT _
EQUAL.DP30 SERIES. AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE.REQUIRED - - - TW 1032 TW 1032
17
REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND - - - (2)2"x8"HDR (2)2"x8"HDR -
INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL (2)2 x8 HDRlu
INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND
MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF SHEAR-WALL TYP. WALL CONST. I III 4 V Z
HOLD-DOWN
;,,••.,,,,,,, ,,..,; PRODUCT IN ACCORDANCE WITH SECTION R303.3 VINYL SIDING TO MATCH MAIN HOUSE I \ / I I I
AND OF THE 2020 N.Y.S.RBC CONNECTIOIN U "TYVEK"BUILDING WRAP - \/ I , I W luU
RESIDENTIAL ENERGY EFFICIENCY NOTES: (TYP.FOR-ALL) o ATTIC 1/2°EXTERIOR PLYWOOD CDX -
CHAPTER 4 OF THE 2020 NYS R.B.C. (STORAGE ONLY) 2"X4" WOOD STUDS a 16"O.C. - I / \ I \ �' - - __ Q 0 s Lu �
-ARCH.ASPHALT �' ( UNHEATED)& CLu
ROOF SHINGLES a! I I I �j ;C
R401.2: COMPLIANCE. RESIDENTIAL ENERGY EFFICIENCY NOTES: AS SELECTED BY OWNER
-PROJECTS SHALL COMPLY WITH SECTION R405 AND THE CHAPTER 5 OF THE 2020 NYS R.B.C. W/TWO LAYERS OF NEW��,PLYWD. (2)2"x4"WD.POST UP TO / III - III Z
30#BLDG.FELT 1/2" r RIDGE(TYP.FOR ALL) / I I �••.
PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED"MANDATORY". N SUBFLR. GLUE
EXTERIOR GRADE &SCREWED BELOW)
COLUMNS I I C W
PLYWOOD CDX c
R402.4: AIR LEAKAGE. � I
-THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH R501.1: SCOPE, I F
-THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE " " " " " . 11 �- -
' SECTIONS R402.4.1 THROUGH R402.4.4. (2)1-3/4 x7-1/4 (2)1-3/4 x7-1/4 MI-3/4"x7-1/411 - - il�- - - - - � - - I- - � � � �
ALTERATION,REPAIR,ADDITION AND CHANGE OF OCCUPANCY OF LVL STRUCT. F �j LVL STRUCT. LVL STRUCT. {�
EXISTING BUILDINGS AND STRUCTURES. _ VALLEY_ U O VALLEY 1)I-3/4" 4"LVL _VALLEY
R403.1: CONTROLS. CONT. IDGE -_ x - ]C O i0 Q w
-AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH _
501.1.1: ADDITIONS,ALTERATIONS,OR REPAIR: GENERAL. BEAM - _
SEPARATE HEATING AND COOLING SYSTEM. -ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING o, a o -a `' Us o� a o� a o a o} i - -- - - ' [� ®"
Xw , w rw
BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY - F F, // - - 0
R403.1.2:HEAT PUMP SUPPLEMENTARY HEAT. WITH SECTIONS R502 R503 OR 504. UNALTERED PORTIONS OF THE w _ w w -
-HEAT PUMPS HAVING SUPPLEMENTARY �I I I _,II II� I I`" ^
EXISTING BUILDING OR BUILDING SUPPLY SYSTEM SHALL NOT BE - 51 �, � 'f- - - - - - - - -I - - - - -I (- - - - - H Q. w
ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS THAT, REQUIRED TO COMPLY WITH THIS CODE. I "I-� "la I la ____-- __-_-`la I `-la I CM I I cM I I CM I o
EXCEPT DURING DEFROST,PREVENT SUPPLEMENTAL HEAT 1'-0" RAKE I \� I I
OPERATION WHEN THE HEAT PUMP COMPRESSOR CAN MEET R501.1:EXISTING BUILDINGS. RAKE -r w - a: U �* w _ w
THE HEATING LOAD. ~ `_� ROOF _ ~ C7
-EXCEPT AS SPECIFIED IN THIS CHAPTER THIS CODE SHALL NOT O Q - '
r ----
BE USED THE REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT /
R403.5.1:HEATED WATER CIRCULATION AND TEMPERATURE �r -_ C> �*
OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF,AN m ,,, > �,� o
MAINTENANCE SYSTEMS. EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT a `�' C a -�
-HEATED WATER CIRCULATION SYSTEMS SHALL BE IN THE SAME TIME OF ADOPTION OF THIS CODE. -- - I I - I I I / I I I I I I SWC
ACCORDANCE WITH SECTION R403.5.1.1. HEAT TRACE TEMPERATURE t _
MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION
R503.1: GENERAL.
R403.5.1.2. AUTOMATIC CONTROLS,TEMPERATURE SENSORS AND PUMPS WITH E REQUIREMENTS OF THE DCODEOOR NEW CONSTRUCTION LY I " " I (2)2"X "HDR _ - .- - - - -
- (2)2 X HDR (2)2 X HDR
SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE READILY ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR L - - - TW 032 - _ TW 032 I I _ _ _ill TW 032 _ - J 1
ACCESSIBLE. STRUCTURE IS NO LESS CONFORMING WITH THE PROVISIONS OF THIS
CHAPTER THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO ELECTRICAL PLAN Date Revision/Issue
R403.5.3:HOT WATER PIPE INSULATION. THE ALTERATION.
2"x6"RR.-J R.R. "
- HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM a� 16"O.C. a 16"O.C. 11-011 a 16"0. . SCALE: 1/4"=1'-0" 02/01/23 ISSUED FOR REVIEW
THERMAL RESISTANCE OF R-3. C' C O.H.
TABLE R301.5 6'-0" 6'-0" 6'-0" A
R403.9: SNOW AND ICE MELTING SYSTEM CONTROLS. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
- SNOW AND ICE MELTING SYSTEMS, SUPPLIED THROUGH ENERGY PROVIDE ICE&WATER SHEIL A-2
SERVICE TO THE BUILDING, SHALL INCLUDE AUTOMATIC CONTROLS (IN PONDS PER SQUARE FOOT) MEMBRANE AT ALL EAVES,
CAPABLE OF SHUTTING OFF THE SYSTEM WHEN THE PAVEMENTS HORIZRAYESONTALLY
&VALLEYS MIN.24"
TEMPERATURE IS ABOVE 50°F,AND NO PRECIPITATION IS FALLING AND USE LIVE LOAD HORIZONTALLY FROM PROVIDE T BOT N SIDES
2.5 HOEDOWN
AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF INSIDE OF WALL CONNECTOR AT BOTH SIDES OF OPENING,PROVIDE Drawn By:
WHEN THE OUTDOOR TEMPERATURE IS ABOVE 400DIA.ROD&ATTACH TO WALL STUDS WITH SCREW
UNINHABITABLE ATTICS WITHOUT STORAGE 10 ROOF PLAN s "srnlPsoN" M. MONTALBANO
g PROVIDE MIN. 1 KING STUD AT BOTH SIDES 8'DIA.x 12"LONG xDU5SDS 2.5
O ANCHOR BOLTS 12"
R404.1:LIGHTING EQU[PMENT. UNINHABITABLE ATTICS WITH LIMITED STORAG� 20 „_ , „ :,
-NOT LESS THAN 75%OF THE LAMPS IN PERMANENTLY INSTALLED SCALE: 1/4 -1 -0 FROM CORNERS) DIA.x 16°LONG
LIGHTING FIXTURES SHALL F HIGH-EFFICACY LAMPS LAMPS ST NOT HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAI 30 ROVIDE MIN. (2)JACKS STUD AT BOTH SIDE AT Y-o"O.C. ANCHOR BOLT AT Project#
CORNF,R(S)6 a"IN
LESS THAN 75%OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES BALCONIES(EXTERIOR)AND DECKS 40 -{z)z':z6"P.T.PLATES FROM OUTSIDE EDGE 23-008
SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. 61" "SIMPSON"HDU5SDS 2.5 / /� EXPANs1oN JOINT o 2)2"X6"P.T.PLATES
FIRE ESCAPES 40
2 / O AT PERIMETER
R402.4.5:RECESSED LIGHTING. h HOLD DOWN CONNECTOR WITH o o ao ,� a ° ° "P.c.SLAB Scale
GUARD AND HANDRAILS 200 s DIA. THREADED x °II a °° �� II AS NOTED
-RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE 1 1 - °
a \ ROD TOP AND BOTTOM 6-" 62" z xa° °x ° x x �I °< °` x x T�x °°x a
SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDINTIONED GUARD IN-FILL COMPONENTS 50 ROUGH OPENING 1111,_
AND UNCONDITIONED SPACES. ALL RECESSED LUMINAIRES SHALL BE PASSENGER VEHICLES GARAGE'S 502 ATTACH HOLD DOWN CL OF ROD VARIES(SEE FLOOR PLAN ) CL OF ROD ° 4"P.C.SLAB \-EXPANSION JOINT D,
IC-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE TO STUDS WITH SCREWS AS a , - ATPERIMETER 01-23-23
THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1.57 ROOMS OTHER THAN SLEEPING ROOMS 40 3 S/ SPECIFIED BY MANUF.
PSF PRESSURE DIFFERENTIAL. ALL RECESSED LUMINAIRES SHALL BE
SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE SLEEPING ROOMS 30 `� SOLID OUTSIDE CORNERS HOLD-DOWN DTL AT
4 2"X4"WD. STUDSeet#
INTERIOR WALL OR CEILING COVERING. c O °P.C.P.c.WALL °P.C.l�'ALL
STAIRS 40 1-3/4" 1-3/4"
FOR SUB-NOTES REFER TO THE 2020 NYS R.B.C. HOLD-DOWN DTL. 6' OPENINGS N.T.S. ANCHOR BOLT DTL. DTL.
N.T.S. OR GREATER HOLD-DOS N.T.S. N.T.S.
ELEVA -TION LEGEND 3 14 11
T.O. ROOF ---- — VALLEY CENTERLINE
�.
0 NO FASTENERS WITHIN 6" OF CENTERLINE
VINYL SIDING COLOR AND STYLE TO MATCH EXISTING HOUSE 2
1 __ - __— EXTRA FASTENER IN END OF SHINGLE r :a ` "• . '.°_ '�
TO BE SELECTED BY OWNER, — 12 12 12 1 4r �c7
I2 — 12 12 EXTEND SHINGLE AT LEAST 12 BEYOND
2 30 YEAR ASPHALT ROOF SHINGLE
COLOR AND STYLE TO BE SELECTED BY OWNER. T.O. PLATE ° VALLEY CENTERLINE
_. a ..
0or
° _-- CLIPPED CORNER SET IN ROOF CEMENT y
o
3 COR-A-VENT V-300 RIDGE VENT 12f,
E 1✓2" —12(' ❑ ]I2" 1� ❑ �2 ° ' CARRY UNDERLAYMENT ACROSS VALLEY
IS = $ 4.
N o ° � QW
4 CONTINUOUSLY VENTED VINYL SOFFIT. _ ____ __ ____ - _ ____ WATERPROOFIJNDERLAYMENT OR MINIMUM Z [�
-- - ~ 0 0 55#MINERALIZED ROLL ROOFING IN VALLEY Q W
12 -._ --- 16 �_— UNDERLAYMENT 1
5 2"x6"ALUMINUM WRAPPED FASCIA BOARD. — — -- _ __—— .-a O
°
T.O. FLOOR 3 vaW,
5" SEAMLESS ALUMINUM GUTTERS AND LEADERS -
6 DOWN TO NEW CONCRETE SPLASH BLOCKS 4 T.O. PLATE_ - o° W u P
AT GRADE. (NOT SHOWN FOR CLARITY) 1211 z 12 o U
=aoa® ®aa = Fm rnOLo N ° z W
4"CORNER VINYL TRIM BOARD 5 F7 F=_
7
COLOR AND STYLE TO BE SELECTED BY OWNER.
SHINGLESTRIMMED 2"BACK FROM
$ DOOR AND WINDOW VINYL TRIM
BOARD
APID STYLE TO BE SELECTED BY OWIVALLEY CENTERLINE
R. 6 �
COLOR
1 00
■
9 POURED CONCRETE WALL(TYP.) lc
■
T.O. 1ST FLOOR
I Q PROVIDE LOUVERED VINYL ATTIC VENT -
GRADE Q W 000 00
] 1 PROVIDE.AZEK PANELS AS SELECTED BY OWNER. 11 M TYP. CLOSED-CUT
d-
- - - -- - - -- - - - - - - - -- - - - -- - - - - - - - - -- - - --- -
B.O. FOOTING Q z N N
12 PROVIDE ICE&WATER SHIELD MEMBRANE AT ALL EAVES, VALLEY CONSTDTL
RAYES& VALLEYS MIN.24 .HORIZONTALLY FROM INSIDE OF WALL W W M
FRONT ELEVATION
ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING GLASS N.T.S.
13 VINYL WINDOWS AS MANUFACTURED BY"ANDERSEN 400 SERIES" 3 U)SCALE: 1/4"=1'-0" W
OR EQUAL.DP30 SERIES. J o
14 PROVIDE ALUMINUM VALLEY FLASHING AT ALL ROOF/ROOF INTERSECTIONS 12 !y W
1 s PROVIDE ALUMINUM FLASHING AT ALL ROOF/WALL INTERSECTIONS. CONTINUOUS CONCEALED ALUMINUlv1 — 2
FLASHING V
ALL WINDOWS TO BE HIGH PERFORMANCE INSULATING GLASS SIMPSON RAFTER HANGERS @ 32"O.C.AS PE
16 VINYL WINDOWS AS MANUFACTURED BY"ANDERSEN 400 SERIES" MANUF.SPECS (�_OR EQUAL.DP30 SERIES. ASPHALT ROOF SHINGLES I — --
u
2X8 NAILER BOARD BOLTED TO $ � is
30#BUILDING FELT WALL WI 1/2"0 GALVANIZED —
SHINGLE RIDGE C e COR-A-VENT 1l2"EXTERIOR GRADE CDX METAL EXPANSION BOLTS OR -
V-300 RIDGE VENT PLYWOOD SHEATHING LAG-SCREWS @ 16"O.C.
2x6 ROOF RAFTERS @ 16"0. . 0 (STAGGERED TOP&BOTTOM) —
Ug'j' 112"PLYWOOD GUSSET PLAT 0
SHINGLES ----- ---- --
-- --
— ——————— ———— —————— ————— — ———————— — —— —
/ EXHA 32"O.C.w/6d NAILS n 6"O.C. ° --
--''�
ROOF SHEATH °
SHEATHING 12
FELT PAPER� 11 10
7/8 �/ o // 12" 12 � ^,
o o 0 :T;j� 2X6 NAILER BOARD BOLTED TO Q Q zRAFTER WALL W 1/2"0 GALVANIZED 6
METAL EXPANSION BOLTS OR z Q u U
2x6 ALUM WRAPPE LAG-SCREWS @ 16"O.C.
RIDGE BOARD Qf.� FASCIABOARD
1211 (STAGGERED TOP&BOTTOM)
2x6 SOFFIT JOISTS @ 16"0 H
VENTED VINYL SOFFIT O ►-� (�
RAFTER DETAIL SIMPSON JOIST HANGERS @ 32"O.C.AS PE W
MANUF.SPECSI I U � Q z
OVERHANG DTL. _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ __ _ _ ___ _ _ _ _ _ __ _ _ __ _ _ _ _ __ _ _ _ _ �
TYP. COR-A-VENT V-300 DTL. N.T.K.- IC)
.T.S. O I o
N.T.S. REAR ELEVATION z o w
NOTE: PROVIDE ICE&WATER SHEILD SCALE: 1/4"=1'-0" Q 0 �•. zi
MEMBRANE AT ALL EAVES,
ALL NEW RIDGE BEAMS HAVE BEEN DESIGNED
w W
USING TH DESIGN CHART DATA LOAD TABLES. SEE RAYES&VALLEYS MIN. 24" a
HORIZONTALLY FROM 14
3 3 14 z
INSIDE OF WALL
0
10 10 00
COR-A-VENT v-300T.O. ROOF _ T.O. ROOF w o
RIDGE VENT 12 2 12 12— — 2
F-2'-0"
(1) 1-3/4"x14"LVL �3
� ' 3 b
TYP. ROOF' CONST: RIDGE BEAM ------ -
ARCH.
- _ARCH. ASPHALT ROOF SHINGLES 2"x6"COLLAR TIES T.O. PLATE =t= T.O. PLATE_
AS SELECTED BY OWNER n 16"O.C.&PROVIDE
W/TWO LAYERS OF 30#BLDG.FELT 12 Z
1/2"EXTERIOR GRADE PLYWOOD CDX 10 (2j" 12 12 12
2"X10"ROOF RAFTERS @? R DIA.(3)LEDGER THRU
BOLTS 16"O.C.O.c. ATTIC - SEE PROVIDE ALUMINUM = 15 12 12 15 �
OR
LAG SCREWS 10 l O
� �10 _ '
{STORAGE ONLY) i` AT EACH END N-2 FLASHING AT ALL � N 1 I O
A a
ROOF/WALL /
CONTINUOUSLY VEI`ITE (UNFINISHED & INTERSECTIONS(TYP.) ; Date Revision Issue
VINYL SOFFIT UNHEATED)
2"x6"ALUM. WRAPPE's NEW 3/4 PLY �p 02;'01!23 ISSUED FOR REVIEW
FASCIA BOARD 2"x8"F.J. C 16"O.C. SUBFLR. GLUED
&NAILED T.O. FLOOR
5"ALUMINUM GUTTER T.O. PLATE
T.O. FLOOR_
&LEADER - T.O. PLATE_ -
11 11 11 11 k IL
PROVIDE SOLI (2)1-3/4"x11-7/8" 0 4
C) 4
12" BLOCKING LVL DROPPED HDR S E E 12 12
0 12" 12" oN 12"
TYP. WALL CONST: c MID-SPAN N-2 5 Drawn By:
(8'-0"MAX.O.C.)
VINYL SIDING TO MATCH EXIST.HOUSE - 7
TYVEK BUILDING WRAP =
1/2"EXTERIOR PLYWOOD CDX 3°o sTL. COL.w/TO GARAGE °� 6 6 M. MONTALBANO
°
2"X4"WOOD STUDS(a 16 &BTM. STL.BEARING PLATES
O.C. (UNFINISHED & 00 Project#
SCHEDULE 40 ON 24"x24"x12"DP. UNHEATED) SEE I 00 1
(2)2"x6"P.T. SILL PLATE ON COPPER POURED CONC.FTG.W/#5 0
TERMITE SHIELD��/SILL INSULATION. N_2 $ 23-008
REBAR e,A 6"X 6"GRID,TOP
SECURE w/%"DIA.x 12"LONG"J"ANCHOR AND BOTTOM(TYP.FOR 2) (� I�
BOLTS AND 3"X3" SQ. WASHERS C 3'-0"o.c. T.O. 1ST FLOOR �J �J Scale
(12"FROM CORNERS) — _ T.O. IST FLOOR - j 16 AS NOTED
8"POURED CONC.FOUNDATION EXPANSION JOINT L----J 4„POURED CONCRETE SLAB GRADE z o I I GRADE z o ( I Date
WALL ON 16"x8" CONTINUOUS AT PERIMETER WITH 6"x6" 10/10 WWM ON -” 9 I I 9 01-23-23
POURED CONCRETE FOOTING ':'. 6 MIL.VAPOR BARRIER ON 6" M I— — — — — — — — — — — — — — — — — —— — — —— — �''
— —— — — —I I——— — — — — — —— — — —— — — — — — — — — — — — — — — — — —i
WITH CONTINUOUS:?"x4"KEYWAY ;:. COMPACTED GRANULAR `:' • B.O. FOOTING - - - -- - - -- - - - - --- - - - - - - -- - - -- - - -] B.O. FOOTING - - - - - - - --- - - -- - - - - - - - - - - - - - - -- - ]
AND(2)#4 REINFORCING BAR MATERIAL ON 95%COMPACTED Sheet#
CONTINUOUS ON 950,/o COMPACTED FILL OR VIRGIN SOIL.
FILL OR l TON VIRGIN SOIL. LEFT SIDE ELEVATION RIGHT SIDE ELEVATION
BUILDING SECTION A-ALt f_�=
SCALE: 1/4"=1'-0" SCALE: 1/4"=P-0" SCALE: 1/4"=1'-0"