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HomeMy WebLinkAbout37409-Z10 CONTRACTOR NOTES GENERALNOTES: ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTrFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE COVERNiNO BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF TREY WERE INDICATED IN THE DRAW[NOS. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WdHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OB REMOVAL TASKS. TEE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES. PLUMBING, ELECTRICALS, ETC. PLUMBING WORX SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTrONS AND REQUIRED SIGN OFFS. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. ALL PIPINO AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. ALL DrMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT rs APPROVED, THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S A~ENTION FOR IMMEDIATE RESOLUTION. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILI~~/ LINES WITH THIS AND RELATED SITE WORK, AND HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S A~FENTION FOR IMMEDIATE RESOLUTION. GENERAL NOTES: General Notes: Wood: 5 7 studs to be SPF //2 or better, and all other structural wood to be Douglas Fir #2 or better. structurar woad shell be in accordance with the national deskjn specifications far wood construction - retest ediUon. Nailing schedule shall be in accordance with the specified code. Pre manufactured trusses. a, All trusses shall be "shaped" as shown on architectural cross sections. b. Trusses shall bear a boca number and shall be manufactured by a reglstered manufacturer. Erect and brace trusses in accordance to truss plate institute recommendctions. Plywood sheathing. a, Ali plywood shall be in accordance with the American Plywood Association (APA) speciflcabons, b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports corporation or equal. All sills shall be pressure preservative treated (4 PSF retention) SYP #2 or better Design values: a. Framiing Lumber: DF (north) No. 2 or better E - 1,600,000 PSI Fv' = 95 PSI Fb - 825 PSI Design values: Laminated Veneer Lumber (LVL): E 1,900,000 PSI Fy = 285 PSI Fb = 2600 PSi DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE DEERKOSKL ARM ~ KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING TEE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, HARMLESS FOR ANY RESPONS[BILI~f IN REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILrTY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. DOCUMENT NOTES THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & XEHL ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, LfABIUTY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS AIRISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THiS AGREEMENT. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. FIRE SAFETY: A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A B. LOCKED AREA, C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION D ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E. ALL FLAMMABLE MATER[ALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. C. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKINO HOURS. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE GAS TO BE USED DURING CONSTRUCTION. DUST CONTROL; A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. t~. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR C. HEAVY DROP CLOTHS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. 4. NOISE AFTER HOURS: A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, B. EXCEPT LEGAL HOLIDAYS. CONTRACTOR MUST OBTAIN WRI~EN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIOHHBORS. 6 SPECIAL SAFETY NOTES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE PROPERP(. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IM4MEDIATELY AND NOTIFY TIdE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR OWNER. THE BEGINNrNG OF WORK SHALL INDICATE SATISFACTION WrTH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINOLE AND MULTIPLE-STATION iN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DES[ON CRITERIA GROUND WIND SNOW LOAD SPEEO (mph) 45 Ibs/sqft 120 (mph) SEISMIC RESIGN SEVERE CATEGORY WEATHERINg C DESIGN CRITERIA PRESCRIPTIVE DESIGN ] USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESrDEN RIAL R-5 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT. BUILDING THE VERTICAL DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT UNLIMITED AREA 5 STORY OF THE HIGHEST ROOF AS PER TABLE 505 SURFACE = 16'-4~" AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE. TOTAL HEIGHT FROM RIDGE TO GRADE 22'-9~ SUBJECT TO DAMAGE FROM LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR LARCH #2 AND BETTER ALL EXT. RECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER FROST LINE DEPTH TERMITE 5'-0" MODERATE TO HEAVY SLIGHTDECAYTo MODERATE TEMp.DESIGNWINTER 11 degrees ICE SHIELD UNDERLAY- YES MENT REQUIRED MINIMUM MNIFORM DISTRIBUTED LIVE LOADS (Irl r)eu~ds per square fog0 FLOOD WIND EXPOSURE HAZARDS CAT~c~ORY 1984/1998 AREAS OF STRUCTURE CRAWL SPACE NA BASEMENT NA FIRST FLOOR NA NEW SECOND FLOOR NA THIRD FLOOR NA BALCONY NA _OFT NA ATTIC (HOUSEXo) NA ATTIC (HOUSE)th) iA ~EW GARAGE 700 sq. fE SECOND FLOOR GARAGE 428 sq, ft BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA 3ECRS NA 30VERED BREEZEWAY B4 sq fU 3OVERED ENTRANCE NA =OOL HOUSE/ CABANA NA JNCOVEREC ENTRANCES NA (a) WITHOUT STORAGE (b) WITH STORAGE USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 A~ICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPINg ROOMS 40 10 SLEEPING ROOMS 50 10 STAIRS 40 (o) GUARDRAIL ANO HANDRAILS (d) 200 (c) 10 ROOF 50 10 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPOR~NG A 2,000- POUND LOAD APPLIED OVER A 20 SQUARE-INCH AREA, b) NO STORAGE WITH ROOF SLOPE NOT OVER S UNITS IN 12 UNITS c) INDIWBUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 500-POUND CONCENTRATED LOAD ACTIND OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STHESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION RGO2.10H. e) SEE SECTION R502,2,1 FOR BECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH (e) (lc) TYPE OR LOCA~ON OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 5,500 (d) FOR Sh 1 POUND PER SQUARE INCH + 6895 Lpg to) AT 28 DAYS PSI (b) SEE TABLE R3012(1) FOR WEATHERING POTENTIAL (c) CONCRETE iN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) CONCRETE SHALL BE AIR ENTRAINED TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, (e) SEE SECTION R402 2 FOR MINIMUM CEMENT CONTENT. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH TEE NAILING SCHEDULE OF THE AMERICAN & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (5) SHEATHING TO EQUALLY SPAN 2NB FLOOR AND A%IC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE FOREST TWO NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwlse Indlcoted, Is Silmpson Strong- Tie. No Substitutions ore Approved or Authorized, Due ho the Relationships of Framing HGrdwore to the other Components of the Structure, any Framlng Hardware Substitutions will Render These Plans Null end Void, and will Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System. (~) COPYRIGHT 2011 D.AK ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVAWONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS BAY NOT BE REPRODUCED WITHOUT WRITTEN AU/'HONIZAWON. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D,A,K, ASSOCIAIES, LLC, THE RrGHT TO BUILD ONLY ONE SIRUCgURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Accepbnce of these drawings does not 0uthorize [he right to build wNh0ut the authorization 0f local governing agencies, suck as Suffolk County Dept. of Health Services, Toen Building Bep0rtments, BEC, FEMA, erg Verify all conditions, codes, and requirements with such o§encms prior to cons~rucNon. D°A°K ASSOCIATES, Lx 506 Main Street phone: 1631] 7g-6071 Weslhampt0n Beach, New Yoik 11978 fax: 16311466.3354 BMo[I: CArm8888@aol c0m OWNERSHIP & USE OF DOCUMENTS: These drawings Qnd specifications including the ideas, design ~nd arrangements represented there[n, ~re the property of D A K ASSOCIATES, LLC No pert thereof shell be copied, disclosed to others or used in connecbon with (]ny work or project other then for which they have Peen prepared without written consent WORK NOTES: WEBB RESIDENCE CORNER OF SUNNY LANE AND STANLEY ROAD MATTITUCK, NEW YORK, 11952 SCTM # 1000-106-07-038 DRAWING TITLE, GENERAL NOTES PLUMBING RISER DIAGRAM ISSUED FOR: DATE: G1 D'A'K ASSOCIATES, ~c SIMPSON STRONG TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION MODEL NO, H7 H6 MODEL NO, HOAIOKT LATEEAL NOTE: REFER TO SIMPSON WOOD CONSTRUCqON CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES DIMENSIONS (TOTAL) ALLOWABLE UPLIFT LOADS (133) LENBTH OF BOLT IN WOOD MEMBER ALLOWABLE UPLIFT LOADS (133) LENGTH OF BOLT IN WOOD MEMBER FASTENERS~ / SO, REF (153 / 160) SO PINE ALLOWABLE LOADS DIMENSIONS FASTENERS DIMENSIONS DIMENSIONS CLEAR SpAN +31" ALLOWABLE UPLIFT LOADS 735 8B5 ALLOWABLE TENSION LOADS ALLOWABLE ~ENSION LOADS FASTENERS (TOTAL) 28-8d 7, 40, 127 HOLDOWN DEFLECTION AT HIGHEST ALLOWABLE DESIGN LOAD DESION LOAD RAISED 0,058 O,O77 NAIL SPACING NOTE ALL HANGERS TO BE USED ON ~rllS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHER~SE NOTED, FAILURE TO COMPLY NTH ALL NOTES ON THIS PLAN ~THOUT WRITTEN AUTHORIZATION BY A LICENSE PROFESSIONAL ENGINEER, PLACES ALL LIABIW~ES ON THE CONTRACTOR, FASTENERS LATERAL 033/160) 1165 940 STUD DETAIL "A" LFTA LFTA LFTA LTP4 DETAIl, LTP4 Simpson Strong TIe FLoor-to-FLoor Connections MTS16 LTP4 MTS16 HD2A LTP4 LTP4 DETAil Simpson Strong-Tie Floor-to-FLoor Connections INTO STUD LFTA DETAIL "D" Simpson Strong Tie RB]: SYSTEM TAKE-UP WASHER CNW- COUPLER NUT 2NW- COUPLER NUT MTS20 LTSSO SP4 LSTA21 DETAIl, "E" DETAIL "F" SP4 LSTAS1 DETAIL "G" N.Y. STATE ENERGY CODE PRESCRIPTIVE DESIGN AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE SECTION 101.4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101.4.4.1 101.4.4.5 101,4.4,1 ADDITIONS: ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION(S) OF THE EXISTING OR BUILDING SYSTEM(S) TO COMPLY WITH CODE. ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. 101.4.4.3 OTHER ALTERATIONS WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. SECTION 402 BUILDIING THERMAL ENVELOPE 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 5. Equal number each end DETAIL Simpson CS16 Strong-Tie Simpson Strong-Tie LUS46 DETAIL "I" HUS210-2 ,0 DETAIL "J" PROVIDE (1) HGAIOKT ON DETAIL "K" SIMPSON TAKE-UP WASHER 'xl 2 SIMPSON TAKE UP WASHER COUPLER NUT SIMPSON __ TAKE-UP WASHER ANCHOR BOLTS DETAIL "L" ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, SHEATHING NOTES; ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (5) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS ALL Framing hardware shown on these plans, unless otherwise Indicated, Is Simpson Strong-Tie, No substitutions are approved on authorized, Due to the relationships oF Cnamlng hardware ~o ~he other components oF the strucfl, ure, any ¢ramln9 hardware substitutions will render these plans null and void, ~nd wilt result in the installer/contrActor assuming responsibility 1For the design and pen¢ormamce oF the entire system, D°A°K ASSOCIATES, LLC 506 MaiMfreet phone: ¢31)767-6071 Westhampbn Beach, New York 11978 fox: [631) 466-3354 E-Mail: CArmB888@ad,com OWNERSHIP & USE OF DOCUMENTS: These drowings and specifications including the ideas, design end arrangements represented ~herein, are the property of D,A.K ASSOCIATES, LLC, No port thereof shall be copied, disclosed to others or used in connection with any work or project other then for which they hove been prepared wffhout written consent, VORK NOTES: )ROJECT' WEBB RESIDENCE CORNER OF SUNNY LANE AND STANLEY ROAD MATTITUCK, NEW YORK, 11952 SCTM # 1000-106-07-038 DRAWING TITLE: SIMPSON WlNDLOAD CHARTS & CALCULATIONS & STRONG-TIE DETAILS SET: ISSUED FOR: DATE: G2 D'A'K ASSOCIAT~S, ~ REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING~ FASTENING AND TIE DOWN DETAILS 2X6 ACO JOISTS 16"oc W/~"x6 DECKING 4X4 ACQ POST, ANCHORED TO CONC, PIER WITH SIMPSON POST ANCHOR CONCRETE PIER, BOTTOM TO BE MIN, OF 58" BELOW FINAL GRADE Dropped for 2868 SLAB T I1~" ACQ HOUSE BEAM E2)2X8 ACQ GIRDER CONCRETE PIER. BOTTOM TO BE MIN. OF SS" BELOW GRADE, (.2)2X8 ACQ GIRDER EXISTING HOUSE FOUNDA~ON PROVIDE 52"x 24" ACCESS OPENING 2X6 ACQ HOUSE BEAM 2X6 ACQ HOUSE NEW HOUSE FRONT PORCH FOOTING LAYOUT 12" CONCRETE PIER, BOTTOM TO BE MIN. OF 56" BELOW GRADE. ~_ ~)2X8 ACQ GIRDER (~) (2)2X~8 ACQ GIRDER ACQ GIRDER Pins NEW MUDROOM CRAWL SPACE Pins ~"x12" Anchor Bolts @2'-0"oc, ~"xl 2" Anchor Bolts @2'-O"ac, 8" Poured Conc. Foundotlon on 16"x 8" Conc. Ftg, (Min, 5'-0" Below Fine] Grade -- 8" Poured Conc. Foundation on 16"x 8" Conc. Ftc. (Min. 3'-0" Below Fin@ Grade) Oropped FoundaDon at each Door NEW GARAGE FOUNDATION Conc, Apron to be Poured with Garage Conc, Footing with #5 Robot @6"ac EW. 4" P.C Slab w/Bx6 10/10 WWM, Dropped Foundation at each Door -- ~"x12" Anchor Bolts ©2'-O"ac, FOUNDATION SCALE: 1/4" = 1'~" O COPYRIGHT 2011 D.A.K ASSOCIAES, LLC. ALL FLOOR PLANS AND ELEVA~ONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITIEN AUTHORIZATIBN, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.AK. ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCllJRE FROM THESE PLANS RS UCRNSEO EXCLUSIVELY TO ME BUYER. Acceptance of these drawings does not authorize the right to build without the authodzation of local governing agencies, such os Suffolk County Dept, of Health Services, Town Building Doper!men[!, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such to construction DoAoK ASSOCIATES, kuc 506 Main Sireef phone: (631] 76g-6071 WeOhom¢on Beach, New York 11978 fox: (631} 466.3354 E-Mail: CArm8888@aol corn OWNERSHIP & USE OF DOCUMENTS, These drawings and specificoDons Includfng the thereln, ore the property of D,A,K, ASSOCIATES, LLC. No port thereof shall be copied, disclosed or project other than for which they hove been prepared without written consent, WORK NOTES: PROJECT: WEBB RESIDENCE CORNER OF SUNNY LANE AND STANLEY ROAD MATTITUCK, NEW YORK, 11952 SCTM # 1000-106-07-038 DRAWING TITLE: FLOOR PLANS AS NOTED ;~: ISSUED FOR: DATE' IDATE: MARCH 18, 2012 PROJECT ND: 947 2012 BY' BDK J JO A101 JAMES d DEERKOSK REFER TO GENERAL NOTES FOR ALL STRAPPING~ NAILING~ FASTENING AND FIE DOWN DETAILS the New Covered Porch Fosoie Aligns with the Existing House Fascia and the New Garage Fascia Contractor to verify the Iocotlon of trimmed opening with owner prior to construction EXISTING HOUSE Icontractor to insure the New Foscis Aligns with the Exlstlng Contractor to Insure the New Ridge on the 1 Garage is et the Same Height os the ExlsUng House Ridge or Lower / LINE OF FALSE BOXED GIRDER II ~2X6 HOUSE CEILING JOIST NAILER NEW COVERED FRONT PORCH OF BOXED OF BOXED OF BOXED GIRDER GIRDER 01RDER ~2X8 HOUSE CEILING JOIST NAILER OF BOXE GIRDER NEW NEW 2868 Verify attic stairs rough opening - CONC. SLAB NEW 2868 NEW MUDROOM ® OF FALSE BOXED GIRDER (2)2x10 unless JAil Window and Door Headers are to be Min. of otherwise noted, (Verify) ~" Type "X" Gypsum Steel CoJumn I Bottom of Stairs fo be Covered with Type "X" Gypsum JAil Wfndow and Door Headers are to be Win, of (222xlo unless b otherwise noted, NEW GARAGE Garage Door L F 2XlO FLOOR JOISTS 16"oc, Garage Walls and Ceilings to be Covered with ~" Type "X" Gypsum 2446 2t46 2X10 FLOOR IJOISTS 16"oc, All Window and Door Headers are (222xlo unless to be Min, of otherwise noted 2448 2446 FIRST FLOOR SCALE: 1/4" = 1'-0" ~ COPYRIGHT 2011 D.A K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVMIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY Nog BE REPRODUCED WITHOUT WRITTEN AUTHORLZAglON, ALL PLANS AND DESIGNS ARE lHE SOLE PROPERTY OF D,A.K. ASSOCIAgES, LLC. IHE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER Acceptance 0f these drawings does not authorize the right to build without the author[z0ti0n of IGc@ governing agencies, such os Suffolk County Dept. of Health Services, Town Building Depar!men?, DEC, FEMA, etc. Verify all condiUons, codes, and requirements WIWI such WI construcDom DoAoK ASSOCIATES, LLC 506 Main Sfrewi phone: (631) 767- 6B71 WeDhamplon Beach, New York 11978 bx: (631) 466-3354 E-Mail: CArmB~88@aoLcom 2WNERSHIP & USE OF DOCUMENTS These drawings and specifications including the ~deas, design and arrangements represented therein, are the property of D,A,K, ASSOCIATES, LLC, No port thereof shall be copied, dlsclosed to others or used in connection w~th any work or project other than for which they hove been NORK NOTES: ~ROJECT: WEBB RESIDENCE CORNER OF SUNNY LANE AND STANLEY ROAD MATTITUCK, NEW YORK, 11952 SCTM # 1000-106-07-038 DRAWING TITLE FLOOR PLANS AS NOTED SET: ISSUED FOR: DATE: SEAL: DATE: MARCH 18, 2012 PROJECT NO: 947-2012 BY: BBK :HECKED BY: JJD NUMBER: A102 NUMBER' JAMES d DEERKOSKI ~) D.A.K ASSOCIATES, t~ Verify attic Ma[rs rough opening x, * %` -) / tall Window and / JDoor Headers ore / to be Mtn of / (2)2x10 unress L otherwise noted. GARAG ATTIC SECOND FLOOR STORAGE AREA SCALE: 1/4": 1'-0" NEW 3068 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS handrail 2446 2~46 Verify attic stairs rough opening GARAGE FIRST FLOOR CAR LAYOUT SCALE: 1/4" = 1'-0" O COPYRIGHT 2011 D,A.K ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVAllONS ARE PROTECED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED ~THOUP WRITrEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE IHE SOLE PROPERTY OF D,A.K, ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUC~JRE FROM THERE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without [he authorization of IGc@ governing agencies, such os Suffolk County DepD of Health Servmes, Town Building Departments, DEC, FEMA, etc. Verify oil conditions, codes, and requirements wHh such to eenstrucHon, D°A°K ASSOCIATES, LLC $06 Main SBeet phone: 1631) 767-60Yl We@ham¢on Beach, New York 11978 fax, 1631) 46& 3354 @Mail: CArmB888@aobcor 3WNERSHIP & USE OF DOCUMENTS These drawings end specifications incruding the ideas, design end arrengements represented therein, ere the property of DA.K ASSOCIATES, LLC, No pert thereof shall be cop]ed, disclosed to others or used ~n connection with any work or project other than for which they hove been prepared without written consent, fORK NOTES: PROJECT: WEBB RESIDENCE CORNER OFSUNNYLANE AND STANLEY ROAD MATTITUCK, NEW YORK, II952 SCTM#1000-106-07-038 3RAWING TITLE: FLOOR PLANS AS NOTED 3ET: ISSUED FOR: DATE: IDATE: MARCH 18, 2012 PROJECT NO: 947-2012 3RAWN BY: BDK 3HECKED BY: JJD ~HEE7 NUMBER: A103 JAMES d DEERKOSKI D D.A,E ASSOCIATES, ~c \ REFER TO GENERAL NOTES FOR ALL STRAPPiNf NAILING, FASTENING AND TIE DOWN DETAILS D°AoK ASSOCIATES, = - HOdSE NEW FRONT PORCH FRONT ELEVATION SCALE: 1/4" = 1I-0'' 10 REAR ELEVATION SCALE: 1/4" = 1'-0" (~ COPYRIGHT 2011 D.A.K ASSOCrATES, LLC. ALL FLOOR PLANS AND ELEVAtiONS ARE PROEOIED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED W]gHOUT WRITTEN AU BOBZAqOR. AhL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D A K. ASSOCIATES, LLC PHE RIGNY TO BUILG ONLY ONE STRUCgURE FROM THESE PLARS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of ~hese drawings docs hal ~u~horize the right to build without [he outhorizoNon of local governing egenaes, such os Suffolk County Dep[ of Health Serv'ces, Town Building Depnrtmenb, DEC, rEdA, otc, Verify ell condlNons, codes, end requirements wDh such ~o cons[ruction. 506 Ma'n S]reet phone: 1631] 767-607i Wesfhamplon Beach, New york 11978 fax: 1631] 466-3354 E-Mail: CArmSB88@c~ol,nom & USE DOCL These drawings and specifications [ncJuding 1he ideas, design and arrangements represented therein, ore the property of D,A K ASSOCIATES, LLC, No part thereof shoo be copied, disclosed or project other then for which they hove been prepared without written consent, WEBB RESIDENCE CORNER OF SUNNY LANE AND STANLEY ROAD MATTITUCK, NEW YORK, 11952 SCTM # 1000-106-07-038 ELEVATIONS AS NOTED MARCH 18, 2012 'ROJECT NO: 947 2012 BY: BOK CHECKED BY: JJD A201 JAMES J DEERKOSKI © D'A'K AgSOC~T~S, ~c "1 HOUSE RIGHT ELEVATION SCALE: 1/4" = 1'-0" HOUSE LEFT ELEVATION SCALE: 1/4" = 1'-0" REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS GARAGE RIGHT ELEVATION SCALE: 1/4" = I'-B" GARAGE LEFT ELEVATION SCALE: 1/4" = 1'-0" O COPYRIGHf 2011 D A.K ASSOCIATES, U.C. ALL FLOOR PLANS AND ELEVATIONS ARE PROECED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DA.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCllJRE FRON THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER Acceptence of these drewings does not authorize the right to build without the au[horizetfon eL Iocol governing egendes, such es Suffolk County Dept. of Health Services, Town Building Doper!merits, DEC, FEMA, otc, Verity oil condiNons, codes, and requirements with such to construction, (~ D oAoK ASSOCIATES, ~c 506 Main Sfreef phone: (631} 767-6071 Wes~hampfon Beach, New York 11978 fax: (63T} 466-3354 E-Mail: CArmB888@aol.com OWNERSHIP & USE OF DOCUMENTS' These drawings and sgecUmoUons including (he Ideos, design end arrangements represented therein, are the property of D,A.K, ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connecUon w~th any work or project other than for which they have been prepared without written consent, YORK NOTES: PROJECT: WEBB RESIDENCE CORNER OF SUNNY LANE AND STANLEY ROAD MATTITUCK, NEW YORK, 11952 SCTM # 1000-106-07-038 3RAWING TITLE: ELEVATIONS AS NOTED SET: ISSUED FOR, DATE, 3EAL: DATE: MARCH 18, 2012 947-2012 BY: BDK CHECKED BY' JJD SHEET NUMBER, A202 JAMES d DEERKOSK D"A'K ASSOC~T~,uc NUMBER: REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS EXISTING HOUSE 12 11 NEW MUDROOM IINSURE NEW FLOOR HEIGHT MATCHES EXISTING FLOOR HEIGHT CRAWL SPACE 10 12 2x8-16"oc CEILING JOISTS @ 8'-1~" AFF STORAGE AREA ~" CDX SUBFLOOR --X ~ 2X10 FLOOR JOISTS 16"oc.~ NEW GARAGE 2X10 FLOOR JOISTS 16"oc, R-50 INSULATION ~" TYPE 'X" GYPSUM ON ALL WALLS AND CEILINGS (5)1~"X18" LVL GIRDER BOLTED AS PER MANF. SPECS. (2)1~"Xl1~" LVL HEADER~/d 5" DIA. STEEL COLUMN "X" Gypsum 4" P.C, SLAB W/Gx6 10/10 WWM, CONG. FOOTING W/ #5 REBAR @6"oc, EW, CROSS SECTION (DOGHOUSE DORMERS ARE TO BE BUILT ON (5)2x8 RAFTERS 2x10 RIDGE 2x8-16 Dc RAFTERS ~" CDX ROOF SHEATHING 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES (MATCH EXISTING) HURRICANE CLIPS DBL 2x4 PLATE (2)2X6 HEADER W/~" PLYWOOD 2x4 SUB FASCIA w/ lx6 FASCIA (MATCH EXIS~NG FASCIA AND RETURNS) 6" SOFFIT - (MATCH EXISTING) 2x4 16" Dc WALL STUDS ~" COX WALL SHEATHING 30¢ FELT VINYL SIDING (MATCH EXISTING) (DOGHOUSE DORMERS ARE TO BE BUILT ON (3)2x8 RAFTERS 2x8-16 DC RAFTERS ~" CDX ROOF SHEATHING HURRICANE CLIPS 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES (MATCH EXISTING) DBL 2x4 PLATE 2x4 SUB FASCIA w/ 1×6 FASCIA (MATCH EXISTING FASCIA AND RETURNS) 16'~" SOFFIT - (MATCH EXISTING) R-15 INSULATION 2x4-16" DC WALL STUDS ~" CDX WALL SHEATHING 30# FELT VINYL SIDING (MATCH EXISTING) 2XA SHOE 2X6 ACQ SILL 8" P.C, FOUNDATION 2X4 KEYWAY 16"X8" FOOTING (MTN, B'-O" BELOW FINAL GRADE) (.~)COPYRIGHT 201I D.A.K ASSOCIAES, LLC ALL FLOOR PLANS AND ELEVA~ONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. IHE RIGHF TO BUiLU ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance el these drawings does not authorize the right to build without the authorization of local governing agencies, such os Suffolk County Deph of Health Services, Town Building Departments, DEC, FEMA, otc Verify all conditions, codes, and reqmrements wBh such ogencms prior [o construction ~ DoAoK ASSOCIATES, LLC 506 Main $lreef phone: (631] 7g-6071 WwRhamplon Beach, New Yor~ 11978 lax: (631} 466-3354 E-Mail: CArrn88888eol.com 3WNERSHIP & USE OF DOCUMENTS fhese drawings Grid speciRcotions including the ideas, design ~nd orrangements represented therein, ore the property of D,A,K, ASSOCIATES, LLC No per[ thereof sh~ll be copied, disclosed to others or used in connecDon with any work or project ether then for which they hove Peen prepored wRhout written consent YORK NOTES: PROJECT; WEBB RESIDENCE CORNER OF SUNNY LANE AND STANLEY ROAD MATTITUCK, NEW YORK, 11952 SCTM # 1000-106-07-038 DRAWING TITLE. CROSS SECTION SETI ISSUED FOR: DATE: SEAL. DATE. MARCH 18, 2012 PROdECT NO~-- ~7 2012 DRAWN BY; BDK CHECKED BY: JJD SHEET NUMBER: A301 JAMES J DEERKOSK © D'A'K ASSOCIATES, NUMBER, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAIl S 111 12 2x6 16"oc CEILING JOISTS R-30 INSULATION NEW MUDROOM 12 11 RIDGE VENT 2x8 RIDGE ~" CDX ROOF SHEATHING 30# FELT 25 YEAR ARCHITECTURAL GRACE ROOF SHINDLES (MATCH EXISTING) 2x6 / 2x4 STRONGBACK CLIPS - (MATCH EXISTING) 18" SOFFIT - (MATCH EXISTING) (2)2xz- TOP PLATE 2x4-16" cc WALL STUDS ~" COX WALL SHEATHING .30# FELT VINYL SIDING (MATCH EXrSTIN~G) R-lB INSULATION ~" T&D SUBFLOOR -- 2X4 SHOE 2X8 BOX BEAM 2X6 ACQ SiLL PLATE  2X8 FLOOR JOISTS - 16"oc. R-30 INSULATION ~ROVlDE ACCESS FROM BASEMENT TO ERAWL SPACE -- ~"X 12" ANCHOR BOLTS ©2'-0"0C. GRADE. 8" P.C, FOUNDATION lNG 2X4 KEYWAY 16"X8" FOOTING (MIN. 3'-0" BELOW FINAL GRADE) lX AZEK POST WRAP 4XA ACQ POST 2X AGO WRAP 1X AZEK CAP 1X AZEK CORNERS COLUMN DETAIL SCALE: 1" = 1 '-0" 1X AZEK CAF 1X AZEK CORNERS 1X AZEK POST WRAI 1X AZEK BASE COLUMN DETAIL SCALE: 4,,_ 1'-O" 2 - 2x10 RAFTER NAILER ~" COX ROOF SHEATHING 30# FELT 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES (MATCH EXISTING) HURRICANE 2X4 CRIPPLES 18" SOFFIT - (MATCH EXISTING lx6 AZEK GIRDER FRIEZE lx8 AZEK GIRDER SKIRT (2)lJ"x 9~" LVL GIRDER-- SEE COLUMN DETAIL-- CELNG 1- BIMPSON ANCHOR STRAP ~'~tx8 AZEK GIRDER FRIEZE BOARm NEW COVERED PORCH lli i / / / / (2)2X8 ACQ (2)2X8 ACQ GIRDER SIMPSON ANCHOR STRAP -- SIMPSON ANCHOR 12" CONCRETE PIEB, BOTTOM TO BE MIN, OF 36" BELOW FINAL GRADE. (~ D°A°K ASSOCIATES, eec 506 Main Sireef phone: (6311767-60 WeslharnptonBeach, NewYork 11978 fax' 16311466-3354 E-Maih CArm8888@aol,com & USE OF DOCUMENTS These drawings Ged speclficaDons including the ideas, design and arrangements represented therein, are (he property of D.A K ASSO( LLC, No port thereof shrill be copied, disclosed to others or used in connection wrth any work or project other ~hen for which they hove been prep::red w]fhout wrHten co,serif NOTES' 'ROJECT: WEBB RESIDENCE CORNER OF SUNNY LANE AND STANLEY ROAD MATTITUCK, NEW YORK, 11952 SCTM # 1000-106-07.038 )RAWING TITLE; CROSS SECTION ;ET: iSSUED FOR: DATE ~ COPYRIGHT 2011 D.A.K ASSOClAIES, LLC ALL FLOOR PLANS AMD ELEVATIONS ARE PROTECIED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WI]HOUT WRI~N AUTHORIZATION ALi PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D,A.K. ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUC?dRE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER Acceptance of these dro~ings does no[ authorize the right to build without the au[hor'zotioe of local governing agencies, such as Suffolk County Deph of Health Serv'ces, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements wMh such agencies prior to construction JAMES d DEERKOSK © D.A.]( AS$OC[ATES~ ~c MARCH 18, 2012 =ROJECT NO: 947 2012 )RAWN BY: BDK :HECKED BY: JJD A302 NUMBE