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HomeMy WebLinkAbout39435-z GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTIONS CONTRACTOR N 0 T E S General Notes 1 GENERAL: ALL WORK BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND 91 g_ 1 Eujl iI REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTIONel ,� IBI` 6 Wood: 1. All studs to be SPF H2 or better, and oil other structural wood to be Douglas Fir #'2 or better. 2. FIRE SAFETY. 2. All structural wood shall be in accordance with the national design specifications for wood construction — latest edition A ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D a,A aK ASSOCIATES, LLc B LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code C ALL MATERIALS TO BE STORED IN AN ORDEFLY FASHION 4. Pre—manufactured trusses D ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED Ill THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Mal Street plane' 1G711167-6071 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a All trusses shall be "shaped" as shown on architectural cross sections W'eslhanptoolyiCh NewYort 1197E fac 15111/66.MU FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES b Trusses shall bear a hoes number and sholl be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT 2 BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5 Erect and brace trusses In accordance to truss plate institute recommendations E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. We] CAmG".EEOoa cam BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS WNLI HIF & Aswdalm LL)U(,UMlN[aa EM a4i�nAw*oM.LLC AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. JwNLi SHIT ubt ur Uuc,uMLNIb 3 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK o All plywood shall be in accordance with the American Plywood Association (APA) specifications CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDI1IGS, OR ANY FLAMMABLE These drawings and rrargeahons including the SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS b Plywood sheathing shall be continuous over two or more spans with groin of face plys across supports ideas, design and arrangements represented corporation or equal. GAS TO BE USED DURING CONSTRUCTION therein, ore the property of DAK ASSOCIATES, 4 THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER U.C. part thereof shall be coped, a, 7. All sills shall be pressure preservative treated ( 4 PSF retention) SYP (J2 or better. 3 DUST CONItr othehe rs or used in connection with anyy work work 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED or project other than for which they have been CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8 Design values. A DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared Without written consent REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a Framing Lumber DF (north) No. 2 or better B CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES. Fb — 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC 9. Design values- ACCUMULATION 7 PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1^900,000 PSI 4. NOISE AFTER HOURS, Fv = 285 PSI 8 ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS, 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS B. EXCEPT LEGAL HOLIDAYS. DEERKOSKI,ARM & KEHL ASSOCIATES, LLG. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS 9 THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, AS REQUIRED TO PERFORM ALL OF THE WORT. INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT MAY DE REQUIRED RED TTO O COMPLETE THE JOB BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER 10 ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THC DRAWING USER AND DEERKOSKI, ARM S KEHL ASSOCIATES, U.C. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARIA & 1'EHL ASSOCIATES, LLC HARMLESS FOR ANY RESPONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS. LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES ORPROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FRO14 THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12 THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO VIPLIES THAT DEERKOSKI, ARIA & KEHL ASSOCIATES, LLC SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR COIITRACT DOCUMENTS. PROPERTY. 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 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS THE BEGINNING OF WORK BY A CONTRACTOR wUKK HUILb. HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, A"JD STARTUPS DOCUMENTNOTES 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 14THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTIO14 DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD PEER AND ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR,ACCEPTANCE DAK ASSOCIATES, LLC, OR FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS RESOLUTION ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE—STATION LY ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROH WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED m h CATEGORY WEATHFRING DEPTH TERMITE DECAY TEMP MENT REQUIRED HAZARDS CATEGORY _ IS lbs/sgll 120 (mph) C SEVERE 3'-0' MODERATE TO HEAVY SLIGHT TO MODERAL 11 degrees YES 1 1984/1998 C DESIGN CRITERIA MINIMUM UNIFORIA DISTRIBUTED LIVE LOADS ROOF DRAINAGE CALCULATIONS: PRESCRIPTIVE DESIGN (in pounds per square foot) NEW ROOF AREA = 100 sq/ft USES(s) AND OCCUPANCY CLAssarCATION(s) USE LIVE LOAD DEAD LOAD TOTAL INCREASE IN AREA WITH COEFF. OF 10 USE OCCUPANCY EXTERIC- BALCONIES 60 10 RESIDENTIAL R-3 DECKS (0 40 10 V = A x R x c r'k UJLU TYPE OF CONSTRUCTION (CHAPTEP 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 A = 163 sq/R = 2" RAINFALL = .17 It PROPOSED TYPE CROUP ATTICS WITHOUT STORAGE (b,e) 1O 1p C = COEFF. = 10 V B ATTICS WITH STORAGE (tie) 20 10 V = 163 x 1 X '166667 = 27.17 CF. FRONT PORCH HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 2717 C.F. / 873 CF VERTICAL FT = 311 VF ADDITION HEIGHT FIRE AREA SLEEPING ROOMS 30 10 USE 1 4 DIA POOLS 4'-0" DEEP = 4.0 V.F. HFI .HT, BUILDING TO THE THE VERTICAL DISTANCE STAIRS 40 (c) 10 FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) AREA AS THE NEW ROOF ID BUILT IN-PLACE ALL THERE IS NO INCREASE TO ROOF ® N 1 1 OF THE HIGHEST ROOF AS PER TABLE 503 200 (c) 10 SURFACE - 1:-AS OF THE EXISTING. THEPBUILDINGCODE OER SECTION 502 P F ROOF 30 1a ALL RUN-OFF WILL BE CONTAINED ON SITE NEN' YORK STATE RESIDENCE a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- TOTAL HEIGHT FROM RIDGE TO GRADE 17'-11" POUND LOAD APPLIED OVER A 20-SOUARE-INCH AREA b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS Mattituck, New York LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER STRESSES JHAWINb HILL ALL EXT DECK FRAMING MATERIAL CCA NC PINE M2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802101 e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS General Notes TABLE R4022 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE oLl ISSULD FUR DAIL AREAS OF STRUCTURE , MINIMUM SPECIFIED COMPRESSIOII STRENGTH (a) (fc) CRAWL SPACE NA BASEMENT EXISTING NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL FIRST FLOOR EXISTING EXISTING SEVERE (b) FIRST FLOOR NEW NA SECOND FLOOR NA CASEMENT WALLS, FOUNDATIONS AND OTHER , CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) THIRD FLOOR NA I FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE 'CAL 'AIL BALCONY NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME 02- 24-2010 LOFT NA BASEMENT SLABS AND INTERIOR SLAB 014 C COPYRIGHT 2014 DAK ASSOCIATES, LLC PROJECT NO. GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION O pF IJEky ATTIC (HOUSE)(c) NA ALL FLOOR PLANS AND ELEVAII@S APE PROTECTED yo 867-2010 ATTIC HOUSE b NA NO SUBSTITUTIONS `n1 DEERAr 9,F DRAWIJ BY: UNDER FEDERAL COPYRIGHT LAW �, ,- o• NOTE ALL ROOMS MLT OR EXCEED THE NYS STANDAR s GARAGE BASEMENT EXISTING NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND D$ All Framing Hardware Shown on these Pans, PLANS MAY NOT DE REPRODUCED WITHOUT * - 1.a A, us 'k FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS �r CMA GARAGE BASEMENT NEW NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3.000 (d) Unless Otherwise ndiCOted, IS Simpson Strong— WRITTEN AUTHORIZATION r= I �'- y' � w CHECKED BY ATTIC GARAGE o NA Tie. No Substitutions are Approved or Authorized. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF (<'-Y 9� _ BONUS ROOM NA ALL SIAPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY N„y,,, JJD EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE DAK ASSOCIATES, LLC `{^ 2 ti ? oHLLI NUMbLk SCREENED PORCHES NA PORCHES. CARPORTS AND STEPS EXPOSED TO Due t0 the Relationships of Framing Hardwore THE RIGHT TO DULD ONLY ONE STRUCTURE FRO'd THESE n r suNRool.l NA I THE WEATHER, AND GARAGE FLOOR SLABS 3.500 (d) SHEATHING NOTES to the other Components of the Structure, any PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. QPESSIO " ^ DECKS NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render !`.-J COVERED FR011T PORCH 1e3 s0 rT & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result In the COVERED E1ITRANCE NA FO^ SI 1 POUND PER SOUAFE INCH + i 895 kPa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION POOL HOUSE CABANA NA (a) AT 28 DAYS PSI Installer / Contractor Assuming Responsibility for Acceptance of These drawings does not authorize the ngld to build without ACCESSORY STRUCTURE NA (b) SEE TABLE R3DI 2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such os Suffolk County'Dept Pub NUMULK ur (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL of Health Services, Town BuildingDepartments, DCC, FEMA, etc • CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM p (a) WITHOUT STORAGE (d) CONCRETE SHALL BE AIR ENTRAINED TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Verily all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE (b) NTH STORAGE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT construction 0 D•A-K ASSOMTES,uc 1 (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT (4) SHEATHING TO 8E NAILED TO TOP PLATE I, SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A R AR.S DP MTS 2 0 L T S 2 0 rx.L1 MBD SIN OF MUS THIS WA A ' LOAD SLUE OF TRUSS MODEL GA FASTENERS UPLIFT VPUFT LATERAL WITH TOTAL ram �. a _' •_ ( (,33/160) real• CODE N NAILS • SID - itl p ] _.IIIc _ L,�Jj E37❑CH NO PArIOERs/ TO TO ULT NAILS REF INTO MUSS _ wl '.i 'h U MUSS PLATES STU0 133) 140) 1, FA 0}311 i ,i NOTE PFFER TO SIMOSON WOOD CONSTRUCTION /I / y_ SIMPSON PROVIDE (t) XGAt Ovr ON }/TAKE-UP WASHED SDE OF CEILING JOIST 1/TT/13 RI TH1(`1 H> ti 1-61 2-b 9-91 299111 130 965 4a 5, .. CONNECTORS MANUAL FOR ALL FOOT NOTES AND / V = - AND ON SIDE Or RAFTER D n A a K ASSO al 1111) LI a PROPER INSTALLATION PROCEDURES 11 - -' - nfeonnal a co,LSc E CI wghwarlry•conuRlrp Hi ti B-B1 8-84BABB 1115 950 650 — — 5 44 FASTENERS ALLOWMLE @LIFT LOADS (I33) ALLOWABLE UPLIFT LOADS (133)DIMENSIONS iV0 ARTi x12 (TOTAL) LENGTH OF ROLT IN WOOD ME OUR LENCTU aF COLT IN WOOD MEMBER - H 1NIT / S6 Main SheN MODEL GA OLT R C00E INTO Phone: 1631j ydy-(R)'!I NO nnx LEA ULT LRA BTA REF DLAIES •o, ' I WeslMmp100650f),NEWTak 1177E IrK 631 IESSI vnDm PAN L Ott DIn 11' Y 21• 3' 3}• 11' 2• 21• 3' J1• EIGHT fe MIL INTO i EMD'. CADII'Mocol LanD•MmN Arm l KBMA1wel�t6r.LLC•I LFTA +6 21' 17' 16Y I6-IN — 4200 — I I SivO SP4 onnNly Ent Fib DWBnAWFCNI•A LLC OUO-PIR LAIC" / SO PING F ' ALLOWABLE UPUFT LOADS' IIIIS� JWNLK�HW C< Wt Uh UULUMLNIS ASTFNERS YODEL L Avc +01 1N . 1 ' c00E ' These drawings and specifications Including the No ULT REP LFTA +0d 1N x 11' (133 / 160) (ll3) (Icoy LSTA21 Ideas, design and arrangements repres<nled Ili (herein, are the property of co ASSOCIATES, LLC he par( thereof shall be copied, disclosed MTS16 m 14-101 14-106 . 11• 3116 1000 BAO 1000 3 Al. 123 to others or used in Connection they any work or project other than for which they hove been MTS20 20 14-10I 14-101 + 11• 3116 1000 940 1We 3 41, 126 APTi.12 prepared without written consent Simpson Strong-TIe LSr20 20 12-IN 12-104 x 11' 2363 775 )20 720 3, AI GNW- DETAIL, "Ell HGAIO / COUPLER NUT UMd.-riPU-U.IIH Equal number of ME OF DIREC➢DN so Iixr CODE MODEL CONNEc- OF LOAD A I"ARTE LOADS REF specified' nails In NO TION FLOC2 ROOF (133/ each end " Rl 1a 125 Ica I'• Simpson Strong—Tie DETAIL I{ G SUE H5 600 CS16 LIP. S J 515 645 170 6. 3!, !] X 515 15 670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LO""(DF/SP) HOI BONN DEF EO IBJ MODCL ACIIINETUD AVG LENGTH OAT HIGHEST AT HIGHEST REDLECTIONESTU g"NO BASE EDDY ANxa' ALTs ULT IN VCRIILAL nLLOwABLE LOADWAI THE SILL PLATE TAKE—UP WASHER LA GA HB SE W H B SO CL DIA lY DIA DEWHR1 RAISEo OFF •a, /SIMPSON y z z1' LDAoHD1A 16 12 41T' 21' 21• B• 2�E• 1' I&' Y 2 Y 12150 1955 2055 2565 0 0056 0077 2, 43, e2 MODEL DIUEN510N5 FASTENERS AVG ALIDWARLE UPLIFT LOADS ART •%1 2 NO OF / so BE A. , W L SND PLATC ULT. (133) (160) REF sN 3A• ]!- .-toe x 11• — 2917 715 RS ), 40 127 MODEL DIMLN 11011 FASTENERS (TOTAL) ALLOWABLE PENSION LOADS CODE NO LA w L uuLS 1oa (U3) bco) REF LSG2t 20 1 Rt - 105 12D5 1215 7 nn Rn ILIS• WUNK NUILS MODEL G,ML" 0", FASTEMHS (IDTAL) ALLOWABLE TENSION LOA°$ CODE L NO CA w L NAILS L (IJ3) (160) REF Z LUS46 SimpsonSimpsoStrong—Tie MSin2. 1• 1 2. - '� 1025 tDo ti+n 7 IB !n MDD'L TOTAL FASTENERS ALLOWABLE LEN`_DN LDADS NAIL CODL L _ SPACING REF No (LEIIGBI END GA CUT LENGTH (TOTAL) (IOD) (IJJ / 160) H A OF ROLL IN A eo NOTE. ALL HANGERS TO CE USED ON THIS PROJECT S6, son SVoni CS16 150' +4• 16 CLEAR SPAN +31' 26-81 1235 1650 2,1• 7 40 00 ARE TO BE TOP MOUNTED UNLESS OTHERWI E H6 WrnuvlLrvs IAb ILrr_Ry DN _ AR PIN A wn A NOTED FAILURE TO COMPLY WITH ALL NOTES MODCL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO GA w H e ,a, A, JOSE U� UPUFT ROaR 100 sxow 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" (133)11 1N ae ,N 161 tad 1Df REF. ALL UABILITIES ON THE CONTRACTOR. 4 LUSCA 11134-141' 2 4-161 4-161 6076 1148 1168 — 1000 1150 1258 7. 40 12) DETAIL "I" y_ HUS210-2 1A 31' !i{ 2 Flitl 2-161 6076 mss 2105 IfiSO 1100 2055 1 36 B4 ,22 /ARTi112 SIMPSON FASTENER$ UPLIFT j"rLATERAL MODEL AVG uPLIFr (133/160) PEE TAKE-UP WASHER x0 CA ULT iO RAFTERS TO PLATES TO STUDS (133) (160) 1, ' 1Po NGA10lL 14 4-SDSI x,1 4-SDSI'x3' 1633 435 435 1165 !4a 1 USE AHININAIUP SP4 (1 tCNTv° 61 Mus itis CNW_ u OUPLER NUT 4 . • SP4 STUSIDE Or iRUi$ COUPLER NUT1010.8 S , IT AF719n cr LSTA21 pTAKE-UP WASHER6iMus 1V3 4 MILS THIS SIMPSON rola TRuss slcE a lAus MT$16 S'M r'O a • MTS16 H02A OU WA`MER SIMPSC]N ;1010. rb R10, 'AILS Strong-Tie MTO TRUSS LSTA21 HUS210-2 PROPOSED S&W it FRONT PORCH '" ANCHOR BOLTS ADDITION 8 Ie xnlL IN MIL rim INTO $ILIO SN.fM StrVn.-TIe PLATES •a11 n. DETAAn EIGHT •; " TO THE AD EIN MIL II Id 0 DETAIL "D" DETAIL "(311 STUD SII StranO-Trc lJ DETAIL HJ11 II I LFTA Simpson Strong-Tie C O N N O L LY ROD SYSTEM H7 LFTA LFTA RESIDENCE II SHEATHING NOTES- No SUBSTITUTIONSBP ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION II All framing hardware shown on these (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 9 p plan,g Mattituck, New York unless otherwise Indicated, Is Simpson Strong-Tie. II (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions ore approved or authorized. (2) SHEATHING TO EOUALLY SPAN IST AND 2ND FLOOR 13O% BEAM • II II (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of framing hardware to UKAWINU HILL. 4 SHEATHING TO BE NAILED TO TOP PLATE the other components of the structure, any framing I II O hardware substitutions will render these plans Simpson Windload I. nut( and void, and wilt result In the installer/contractor LTP4 assuming responsibility for the design and Charts & Calculations I•• LTP4 performance of the entire system. DETAIL "L" & LTP4 Simpson Strong Tie Details DETAIL "Cn NOTE. ntl. ISSULU Pi UAIL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE Simpson Strong-Tie REQUIRED AMOUNT CALCULATED FOR EACH CASE Floor-to-Floor Connections NOTE PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPEf ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION AL UAIL LTP4 DETAIL "B" NOTE 02-24-2010 LTP4 EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINCD TO INSURE PROPER PROJECT NO INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE OF NEW Simpson Strong-TIe 't 7-2010 S DEEq, 09,F DRAWN$BY Floor-to-Floor Connections Or a` 1 , a� CMA • �fKr )' vy3 ' w EHECKED BY, r To JJD ZN �, f' Off' =U ,HELI NU;AULR. FO 072 n �F4'Q 1 .rte G Acceptance of these drewlns does not n ilhorin the right to build without 'ss the authorization of local gcveming agencies, such o3 Sulfdk Canty Dept UUU NUMbi ur of Health Services, Tann BUddrig Departments, DEC, FEMA, etc JAMES J DEERKOSKI PE Verify all conditions, codes, and requirements I such ogencies prior to construcba, m D•A•1 ASSOCRM OG T IW LD U W_ 6E D -A i c ASSOCIATES, M ^ _-- 506Ma•nSteel phone (i -- ---_— -- ------------ ------_— ----- — ---- -- — WedhcmpfonEeach,NewYak 11978 fcc 16311/663154 E-Mail CATTZKolodcan r � I WNLIiWIPY& Avwioln.LLC�hrm ILNIc,EM DN�n Nlntlofn.LLC i IIIIII 'I'll� )W NLkSHIN y� USt UE UUt,UMLN IS r-- These drawings and specifications Including the 7 ideas, design and arrangements represented therein, crit the property of DAK ASSOCIATES. LLC No part thereof shall be copied, disclosed to others or used In connection with any work or project other than for which they have been ---- EXISTING HOUSE EXISTING HOUSE prepared without written consent (NO UOORCATGI) PID NWIFICA714Y) _- - -I- EXT4C N SON EKISN.G DOOR LOW EYISENC M"AOw ENSTINC HIM 1 71 s7_ -—- — 2,10 ALG HOIbf BEAM Mfn{ 2z2 Afp LEDGER( CUED FU9'EO i0 NWY) ------------------------ 5i (Z) Z,A NEAJ7Elt - LITED 1 CAR110 XTS 2xA a 16'cc ilzt I', �\ •1 ,� Ivy 'f rot 1 •^ m Y 1 I 1 1 v I I Aoi 7 ao1 Bbl' 4D.I UAHOCANY DF(Ii PROPOSED COVERED PORCH ao{' �— 4, == = .�+ -7 =� 4. 4• Gmt mrDER CasSE NNn BEADED SOFFIr(saro) L "' -' --- A_ i E (SCREWED OR KIND FASTENED) 7 - -1 h� T7 (2)2,m ACO mPtE (z) 2.10 ACD DmPi _� L: (2) 2,10 ACO q_PDER __—__ _ _ ' m m 1 -J _-(1) IJ/4_,9-�1' LYl-- —_ (2) I-J//', 9-I/2 61 �- l� m "-- q', 11Lglt cele PTL" A79V, CPAOE F"-.DNDC/xl ACO PC51 HMG CPArrSdAV 1ERLIACASi COWN4 3" NAIIOLAhT DECI'ISC ON WTH POST ANC11-a PLAY ,a 1,4 N 2P' , 2v (011-nME PIE`" TO CPACf A'0 ANON'.4 DOLT _ m 1 14' NOT AM 1A' RAY M'IH B7fDER COL',PY I 1 NUnn NUIL�. 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N,r,STONE CAP -- , (LURE SNL REAP:;MACEY) 'n �-lo• �-lo• I2'DIA Col- FIRED FI NIA 1DDE FTC f'n'dOE CUIi.'JO'h r NE ROD 4' •_8• �, q (Nl'I 5'-0'BELOW FINAL(RADE) A' 1 '-8' FR"4, CONCKIE PER P4 SUCH '10CLASS 10 BEAR @l UNCISTA^ED SOIL COI TO OVER IIIC TOP Of (IIL`UDE Sol REAR%CAPAQTY) O',J:A ICF CUIl`C10,5 TQ DCV.N PRONOi )' ANCHOR EOL7 FAD'I GCIirRETE PER 104,4 POST ANCHOR 8•-+ 12•_4, I1,_8,��,�1•_8• (16UAE 4A POSTS APE RROPEALY ATTACHED 10 POST ANCHOR) l2'-4' 1'-8'J� 1'-8' 3'-4' existing hour 3'-4' existing hoar ^, \\ FLOOR PLAN /I I 11 FOUNDATION PLAN ��' Seale 1/4' = 1'-G" 1 �A, - scol4 1/4" = 1'-0" PROPOSED _ _- = _ __ _ FRONT PORCH _ ADDITION 2x4-16' a CABLE WALL WIN VON I L� - --- �; TO THE CONNOLLY I O If ` N,W C01 ITR PR 76031' j'✓•^ F------------------------- ------ CE��� I ® EC- -� -- - - 1r SNC Mattituck, New York ; �cE rtAFt[es ae a 16' ar 1 d e RAPIERS zm 116'or j v ?� JkAwINU BILL n I f EXISTING ROOF BELOW TOREMAIN Foundation Plan (110 MODFICATION) . POST RIDGE GIVE ' " � I First Floor Plan OUTSIDE NAIL l - - I ^ Roof Plan •Y I R/FlE4; MOPS'" a RAFTERS 2,9 616•a " L ' , ISSULU FUH UAIt 01 ^ IM ( COIV271[5 16016'a -- I- Ion n �1 m - � ---- _L2) IJ/4' ,9-I/2'LVL ---- - - (2J 1-3 - 9-1/Y LK m — — -- -- ---------------- - -- - - - -- - --- ---- - HPL6 CRAfTSAUN PERVACASr COLUVN PRONDE DECORATIE 12'EVADED SOME I ,t{`L JAIL N' VIDE WTH IA' EASE AZEK CUD p1ACKETS 12'FACED SOFT(RUNG GARE) existing house 02- 24-2010 AS PER ELEVATION PROJECT NO. 2D' ,20'STONE PIER © CMRICHT 2014 D A K ASSOCIATES, LLC F NEW A, g67-2010 x+lx sra E CAP ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ;T,�s °F:6gfo^�. DRAWN BY. UNDER FEDERAL COPYRIGHT LAW * 0.,st * CMA I 4+' n'! K 1 2 � ] –8'� 6 e' PLANS MAY NOT BE REPRODUCED W OUT w =NECKED EY JJD'3'-4' ALTPLANS NTEN DIDESIGNIS ARE THE SOLE PROPERTY Or s�, ,»r� �? �Httl NUMULK DAK ASSOCIATES, LLC opo no, THE RICHT TO BUILD ONLY ONE STRUCTURE FROM THESE � s54D Al 01 ROOF PLAN PUNS IS LICENSED EXCLUSIVELY TO THE BUYER Scale 1/4' = P–O" Acceptance of these drawings does not oulharte the right to build without the outhonznhon of local governing ogendes, such as SUfldk County Dept UOU NUMULK Ur of Health Services, Town Building Departments, DEC, FERIA, etc. Y'tflfy e11 conditions, Codes, and requirements with Such agencies prior to JAMES J DEE RKOSKI PE construction 0 D•A•1 ASMATS,a f � A s H f1153 _ _ ELLE fi D-A•K ASSOCIATES, uc .1dwi 1Y! L cvmnurtlpl ENan mplrwMp•c*nwl 506MariShael phone: (6311767-6071 Viestlicomptz ill NlcwYA11978 lac 16311166.3751 iii EMd CAm�ESad.can �i ,ll 'T DMwY,Amt L YAM�IN,LLC•IamMy Fat 6M Dovpn AvaMn.LLC ^L![JL-IIJ_ -0 U Li,Lit 1L UL'. -"r UWNLKCMP UbL Ur UQlUMLNq t 7'_;;Lull;!,_ til.�7WT L J J_'11_ ;u : & LI ' III 1�1 I( -IYi , ' ILl_.l i ! 1d-h', !_I i7 These drawings and specifications including the ,'i -ill _ I� I- N I, li Il ideas, design and arrangements represented 111 -_ L1 l_Il llll_ �LLILI-LL'l!,_LJL,ul' LI,I'.iL� therein, are the property of D A K ASSOCIATES, """-'�"----'---"""- - LLC. No part thereof shall be copied, disclosed to othi or used in connection with any work rte— - ' -1 _ l or protect other than for which they have been j---- l prepared without written consent J r - Fj - - - 3,-4" �\ FRONT ELEVATION NUiaK NUiLJ r KwtLl ==`___=-=-==- = PROPOSED FRONT PORCH - - - ADDITION TO THE EXISTING HOUSEC O N N O L L Y LIS p,wrlu r,= RESIDENCE r ,l; tj; Mattituck, New York ; . JKAwINU nlLt Proposed Elevations SLI Iysutu ruK unit L I 2 SIDE ELEVATION nLAL JAIL. scale 1/4" = r—o" 02-24-2010 ©COPYRIGHT 2014 DAK ASSOCIATES, U.C. PROJECT NO ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED /,E F NFk,YO 867-2010 UNDER FEDERAL COPYRIGHT LAW ��S DEERgo�,y, DRAWN BY PLANS MAY NOT BE REPRODUCED WITHOUTst * CMA Ii ITTEN AUTHO�RIZATI9N r' t';,a, `s w :NECKED BY. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTYOF r.R = JJD D A K ASSOCIATES, LLCs �' �'"' oHtll NUMtlth THE RIGHT TO BOLD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY 10 THE BUYER T�FEs 1 PP A201 I Acceptance of these drawings does not authaize the right to buil withal the authorization of local govarnng agencies, such as Suffolk County Dept. uue NUMbu( Ur of Health Services, Town Battling Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies paor to JAMES J DEERKOSY,I PE construction, FL A600ATE$va _ Ali E12 I d' oI rh D •A•K ASSOCIATES, uc nlamlkK & com,r,�fClol Or.�n•rq�nalna•c�nullYq 516 Win ShNt phone: [601]767-6071 H'eslhampton Elech,NtwYak 11178 Lose J601i 466.33N E-M& CAm= ccl con awkoi Ami&Kiihl Ja105,UC•fam Eat EaJ D•YOn Amtlarow LLC JWIJLkbHIN k UbL UI DULUMLNb Trese drawings and specifications Including the ideas. design and arrangements represented ! Continuous Ridge Vent therein, ore the property of DAK ASSOCIATES, 4—. LLC No port thereof sholl be copied, disclosed N0 to others or used in connection with any worn +-- or project other than for which they have been prepared without written consent 12 I Architectural Grade Roof Shingles 30#, Felt to be Installed on sheathing beneath roof shingles 5/8" COX Roof Sheathing (Match Existing) NAILED AS PER CODE COL AR TIES 2x6 016" oc oc �y� 1 2x6 / 2x4 Strongbock i CEILING JOISTS 2x8 016" oc Match Existing Fascia & Soffit Heights 1X6 Fascia �1 (2) 1-3/4" x 9-1/2" LVL BOX GIRDER TO MATCH WIDTH OF TOP OF COLUMN (10"+/—) (2) 1-3/4" z 9-1/2" LVL 'I12" Vinyl Soffit (beaded / vented) 1x4 & 100 Frieze Board / header wrap VINYL BEADED SOFFIT (SOLID) NUkn NUltb HB&, CRAFTSMAN PERh1ACAST COLUMN i 14" W"DE It1TH 18" BASE I "x4 MAHOGANY DECKING 20" x 20" STONE PIER WITH BORDER COURSE I V,1TH STONE CAP (SCREWED OR BLIND FASTENED) I (2)2x8 ACO ii 2x8-16" oc ADD (2) 2x10 ACO GIRDER PROJECT PROPOSED 12"x 12" CONCRETE PIER ABOVE GRADE / \ PROVIDE 44 ACO POST FRONT PORCH 18TH POST ANCHOR PLATE I ON AND ANCHOR BOLT 20" x 20" CONCRETE PIER TO GRADE ADDITION TING WITH #4JREBAR 6 CONCRETE D ROECTONS----t!�n TO THE TO DEAR ON UNDISTURBED SOIL (INSURE SOIL BEARING CAPACITY) C O N N O L LY PROVIDE CONTNUOUS 4" TIE ROD V V FROM CONCRETE PIER THROUGH FIBERGLASS � ' COLUMN TO OVER THE TOP OF GIRDER FOR CONTINUOUS TIE DOWN I C� R S S SE C T� 0 N JkAWIIJb HIMattituck, New York� LL - - Cross Sections Scale: 1/2" — 1 '-0" Proposed Porch oEt. IbbULD FUR DATE, I i-AL )HIL 02-24-2010 © COPYRIGHT 2014 D A K ASSOCIATES, LLC PROJECT NO. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 867-2010 UNDER FEDERAL COPYRIGHT LAY! � DRAWN BY: PUNS MAY NOT BE REPRODUCED WITHOUT = F NEW DRAWN WiITTENAUTHORIZATION ore CHECKED BMA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D A K ASSOCIATES, LLC 'r >rr-'I n•e — ,� JJD THE RICHT TO 91 ONLY DIE STRUCTURE FROM THESE m � �`j 2 �Hctl NOMtfck _ yu PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Cet �A O OFESSIO'. Acceptance of these drowngs does not out:onze the right to bull without the authorization of local governing cgencies, such as Sulfdk County Dept JUu NUMbL . of Health Services, Tcwn Building Departments, DEC, TEMA, etc Verify all eonddions, codes, and moment with such agencies prior to JAMES J oeERKosKI p construction 0 D•AQ ASSIX7A7ES,uc