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HomeMy WebLinkAbout1000-83.-2-17.3 (2) CONSTRUCTION NOTES � GENERAL NOTES I I 'I. I:'p4ri + tCAyIY'f�1�fIW, ,: ysE Ki�) wwwa nb:.:wen I, THE CONTRACTOR IS ALERTED TO THE PRESENCE OF OVERHEAD WIRES WITHIN THE y; -'h i dNEWpO(KL(1' p v /y O PROJECT LIMITS. CAUTION AND CARE SHALL BE EXERCISED TO PROTECT WIRES AND I. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS PRIOR TO THE START OF r ya I {rPiIL,J(v{Iy, ulatt m,n O\ CONSTRUCTION FOR ALL WORK RELATED TO THIS CONTRACT, / •iy, +'t r=-I' °P Yv li!q� id'4" '7�,� y((�'Tlr n "LI � maw ulmr RELATED 70 ,THE CONTRACT. vI V 2. NO TREE SHALL BE REMOVED WITHOUT THE PRIOR WRITTEN PERMISSION OF THE TOWN 2. BASE PLANS ARE PLOTTED FMOM FIELD SURVEY BY JOHN EHLERS, I SOO'27Z'/f/YBO B ARBORIST. 3. STANDARDS OF WORKMANSHIP' AND MATERIAL FURNISHED SHALL CONFORM TO ONLY 3. THE CONTRACTOR SHALL COORDINATE THE EXCAVATION, FINE GRADING AND THE BEST GENERAL PRACTICE OBSERVED IN THE LATEST CONSTRUCTION WORK. ROLLING OPERATION TO ENSURE THAT AT THE END OF EACH DAY THE EXCAVATED 4. PRIOR TO CONSTRUCTION STAIRT-UP, THE CONTRACTOR SHALL FURNISH ADEQUATE ay l.w•xuv.mn•nawm.cmn F°rwM1ry mwn•6.mmmw. # PROTECTION TO THE PUBUC BY INSTALLING AND MONITORING SUITABLE WORKING w°aanp lnm.nw b°nupM.tN.wrpn .n•wnply.nuunpMm wrw ROAD AREA SHALL BE FINE GRADED AND ROLLED.' clry and N..wu.,e eulrolkc°umlw.n w•Il wh.n pm,vanp•robp.•I 0 4. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS WITH TOPSOIL AND SIGNS, FLAGS, LIGHTS, BARRICADES AND SIGNALMEN WHEN NECESSARY. Long d.na mum um.uolpNn alppmp.n n.b pnwro �/ v taoo-xys-ueo°r etLa'r.a.e noun N°m.°w�•.nun unc.mu ti•aj SEEDING. 5. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM PROPERTY OWNER BEFORE I� baton mon N.n tp.wmnp a.n alnouy.t Hoo-zn-Meomby ° q `� ° SHALL CHECK AND VERIFY GOVERNING REMOVING ANY PRIVATELY OWNED EXISTING SITE FEATURES. ALL PRIVATELY OWNED ,/� / N 5. BEFORE STARTING WORK, THE CONTRACTOR r el 1••Mum,.p w..bnd..odl.pMl,clM.»I uIllbg oil,w n.a.nd.11 \ • ted+ 1 ITEMS REMOVED DURING THE 'WORK SHALL BE REPLACED IN KIND WITH NEW, "^"'I' {I(� y� 'u(`L} y ' ,u w6,�jifhl� (,i llryuy}°„�pl +y v "{ p`U, {�g'(4'fuv 'y r' th�,"�Vi ri d FS pdnrm bpinnlnp•ro mwh.nM.d you alp numbs Fn..nMbn / m In .r un do" .dm.nm. va,x°°n, IWC .wna DIMENSIONS AND ELEVATIONS AND APPROXIMATE LOCATIONS OF THE EXISTING ,a X11 X74 }y ry ` pap p uw n / 6. THE CONTRACTOR MUST CONFORM TO ALL APPLICABLE O.S,H.A, REGULATIONS, y'F ond.mmnndlm...nm.,aa pnp.M1y,pM1m•mM.mM1 " ^ 'V '• Sj STRUCTURES AFFECTED BY THE WORK. R OR NOT THESE REGULATIONS HAVE BEEN STATED IN THE CONTRACT, Exuvmr..na wn0.m.nunMw nwon.mllro-Nor nw �Ay0. WHETHER �AL lrti > ( d a v Vit: I + 4I+ r O Q Q'• b. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY INTERFERENCES OR wbm6mumnau.monlx.,Nmwh Mm..w,wr.-ro°°una°ION.b n \ 7, THE CONTRACTOR SHALL PROTECT ALL WORK EXECUTED UNDER THIS CONTRACT },i.,+ tt oe it fP'Hi`Ei,k� q+yll-,; f{ + i{FAGfL Pry:; ti )) I �11 T;+I� M'k '1 t1aYFl�t)1�, ITT°,11".do nnenumn6y n.Inc, ww:p edny bow m.dm pmrm ' I/ / / ,(� DIBCREPENCIES IN THE DRAWINGS AND FIELD CONDITIONS. / `' FROM POSSIBLE DAMAGE FOR THE DURATION OF THE CONTRACT, THE CONTRACTOR pin..n.0 tappax�yeprmr,wn alpy,o 1.M1..Mob.,p.. CD ✓ _ \ T, ALL BURIED UTILITIES OR STRUCTURES, IF ANY, SHALL BE EXPOSED AND CAREFULLY "j't(� 1 �N * ' ` (I +'( + ry { y L, IM•rmiddn. , SHALL BE RESPONSIBLE FOR 'THE REPAIR OR REPLACEMENT TO THE SATISFACTION (t'V z 1'ly I" `V� CONCRETELOCATED PRIOR TO ANY SHALL BE N ACCORDANCE WITH THE LATEST REQUIREMENTS OF ACI 316 OF THE OWNER, OF ANY MATERIAL, STRUCTURE OR PROPERTY ON OR ADJACENT TO ? vl''laF l of l Sa AFI t4�-w>'`kN'tk rv.y+lYN1 k�s+N n - 3 r`d� I"' 1'� y "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ( LATEST EDITION). THE SITE AND DAMAGED BY THEMSELVES OR THEIR EMPLOYEES, u1 v IVva,(r, uYsS hJ'wq,_• T 'y 'r '+ lry4"s 4. o CONCRETE SHALL ACHIEVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI m 28 B. EXCAVATIONS SHALL BE CONDUCTED IN COMPLIANCE WITH NEW YORK STATE � �elt vm(.yfa11IL�'ar v INDUSTRIAL CODE (RULE NO.) 23 AND INDUSTRIAL CODE PART (RULE NO.) 53. y� I * + � Iir�p�ry lyy+liSr�Y(Y all�iy•(fY'fi1+i,4"�)�;, 1m rid. DAYS. 6t ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. MAINTAIN A 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL UNLITY WORK CI a ;' ~'k r•y laryi 44tTy,.lelCry"'hiBT"a' krYY, xYl ` ,` . RELATED TO THIS CONTRACT. ALL UTILITIES MUST BE PROTECTED AND MAINTAINED `",�'r`UI+ ^ �,'I r ��{ I tlr,i dJ Ppr Irr 561 d+ll/ T,fflyl„ i.,, MINIMUM OF 1.5' COVER AO ALL REINFORCING STEEL, / ^ ' v I ) u�X 4 y ` A CONDITION THAT IS SATISFACTORY TO EACH UTILITY COMPANY CONCERNED. ,`I :. ^ J.t:+..n<il, 3;;,,{r, {I '�„va+u�.ba , JAMES, LASALA & ASSOCIATES, LLP ACCEPTS NO RESPONSIBILITY CONCERNING THE LOCATION MAP. ACCURACY AND COMPLETENESS OF THE UTILITY LOCATIONS SHOWN IN THESE PLANS. 10. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE VEHICLE AND TRAFFIC LAW OF SCALE = " 600'-0" \ THE STATE OF NEW YORK IN REGARD TO THE SIZE AND WEIGHT OF VEHICLES, THE 51 OF WORK: oCONTRACTOR IS HEREBY NOTIFIED THAT NO VEHICLE IN EXCESS OF THE LIMITS SET y t°x / °P �o BY THE VEHICLE AND TRAFFIC LAW WILL BE ALLOWED ON ANY PUBLIC ROAD, PROP05E0 30' x 50'COVERED ROOF OPEN AIR PAVILLION AND 0 J GO,7 �o�a It. THE CONTRACTOR SHALL PROVIDE TEMPORARY 6 FT, CHAIN LINK SAFETY FENCE STORM DRAINAG M`0' E. vO c� RF, P 04, SURROUNDING ALL EXCAVATION AREAS. p. , S,Ox, 12, CONTRACTOR SHALL OBTAIN ALL TOWN PERMITS REQUIRED BY THIS WORK, 0�0 SITE DATA: fT 0 poe �`. �� Ito f0,• 517E PLAN OF, -,50 ia.• °, JOINT INDUSTRY BOARD OF THE J ^/ ELEOTRGIAL INDISTRY C, sly <O,y o �r NN LINE / SYMBOL LE6END 'BOO DUCK FOND ROAD P `,\ ao !` �� 5ANP (PROPERTY LINE(oU OUTOHOSUE, NY 11935 - TOHN OF SOUTEIOL� YORK EG ` F/O SAOGOUNII', ` x EDGE OFF LINE SUFFOLK WETLANDS 0-------8� ,T.FI 1000-g3-2-173 LP ,'' EX15TINC TO BE . .... ....... Z 1 ° REMOV®/RELOOATED ZONING D15TRICT, SPLIT, RR A AC O `J y PCO SRL'\V �O �`` LP ,4 ''� LT,oRa#+ (FENCE FROF'05ED CON5TRUCTION TYPE, SA O° E 0 `` A,' °r+AVELY OVERHEAD ELECTRIC -w -„ -w - STORIES, I FpPVO G O LP `O No' SnNo f5P1 NATER LINE W BASED ON ORIGINAL SURVEY BY, Q J\p\d '9b 4y` U/6 ELEOTWOAL LINE E 6CEAST EHLERSMAIN AN SURVEYOR ET J \5,���, 6 \\ LP O ♦,4 U/G GAS LINE �- RIVERHEAD, NY 11901 O' ?y KRP \\\ ¢ O o ai`c1j e E°uc°iN laEo TELEPHONE SANITARY SEWER =- 631-369-8288 631-359-8287 FAX m 0510 O ryOti TOS IT, n O °R O SL MONUMENT Q GA5 VALVEro I>< SCALE, I'=50'-O" F STAKE WATER VALVE DQ APPLICANT, TEST HOLE DATA ($-4) W � N rd� O (TEST HOLE OW BY HYDRANT MANHOLE COVER MH JOINT INDUSTRY BOARD p.,( T- T- O+Y O c SOIL MECHANICS DRILLING CORP. PHOTO KEY NO' UTILITY POLE OF THE ELECTRICAL INDUSTRY - m F,+ c ON MAY e,2001 �� 156-II HARRY VAN ARSDALE AVE. o FLUSHING,NY 11365 �a�OJa ¢ 63 tt TEST HOLE ie 5TORM DRAINAGE GALGULATION5• ISa m O PARKIN65PAGE \O } a FLOW ARROW VOLUME = AREA x RAINFALL x COEFFICIENT a Ex, `Np Ex. .- AREA = L = 200 5,F. 0 asphalt + trpnef rmer Lp L1GHr PosT 7 RAINFALL = 2°MR. = O.bI' (J ,� �, / n I- COEFFICIENT OF ROOF = 10 � t` ', V COEFFICIENT OF ROA = I.O c0 cp ` \' o �,GP /,/ o `\ .``` , 'tt 6 J,, 4hos4 5 oRM DRAINAGE 5Tr5TEMSCAECITATION, O U .o o� sVOL UME REQUIRED = 251 GUFT. O CONC. igen JO0 =OIN OI M. O (2) 5'040' DEEP LEACHING POOL o p s `� - m o N VO WITH OPEN GRATE °oo�o VOLUME PROVIDED = 33'IA2 GUI 0 �0� / N #,A�1` I ry� �PPr LOT OCCUPANCY: SITE AREA. II AC. rY22,bbO.4 50. FT) PRE-CONSTRUCTION(%) AN5TRUGT NN, ' �`� `t S ori 10.21 IMPERVIOU55URFACE5, 10.02 1021 O / C MI-PERVIOUS MG: i'/'/ ` AREA OF WORK j, 0�4/, LAWNDSCAP/LAN3352 332 it \\\�� y J00DED: 55.16 55.16 \i ' AREA OF PROTECTION ' I Ex. csphcl"p ' I + \ ' SILT FENCE / HAY BALE IO ENGINEER.BUILDING 5RO55 AREA: l EXISTING WELL W-2 OF No. I WE5T MOTEL, 8,030 50. FT. , ' INSTALLED BY KREIGER WELL 2. EAST MOTEL: 5,2b5 50.FT. 5 EY AND PUMP CORP. COMPLETED JUNE 1976 3, RESTPJIRANT: 3,154 50. FT. 1 ` --------to--, + r Ex, 9raver�^ i.` Y y. ' J t 4. CABANA, 1,63450. FT. O / i (7 PAVI ION. TER, TRAINING CEN Ig,000 50. FT. r ' i + , I1 LL 1,500 50 FT + �, ' t Ex. TEAL HOLE , ,� I 1-I2_____ ___________ y + , 1 u ' Box ,' 8-4 T s 'I ', TEIE UNDERSIGNED,PURSUANIT TO GOJ'i L'OLi)T04 SL CODE SECY7a`flV O --------a------ -'- _ - ` , r \ 100.254(1),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN 9 0 49 G\c ----------- --- -------------------------``` `-- - r x �r , /' j APPROVAL SET FORTH IN THE RESOLUTION OF APPROVAL DATED __ _ + ,' ` 'x \ N PROPOSED COVERED / �T Q• OFF 51 Ay'�a ___-___-- 20--- - --- -_-_ ' 0 X \ i 30'x50' PAVILLION �/ /20�/ ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). --22- -__te''� 2/ �� ' ` ' + FFE. EL, 22,0• ,6, p+'_---_-___= ```- _ ` ` i r 1, O / i JEFFREY T. BUTLER, P.F. _--____2e_________ ``\ Cep° / i/ 'y PLEASE PRINT NAME �E �i9V / / // � � _____26__________ ___ _ ___ _ ` / s t y - O� -____3p______ '„'_ - •\2p`\�`'s• Fk�/r O \ + + i PRIZE NATURE TITLE DATE __ _ - •2�` � •s. 9Bo/xyy APPROVED BY Q F //.//,yd3pa. "`- `22 - ' TOWN OF SOUTHOLD PLANNING BOARjDLL LL , ``` ``', 4.L/3Y+5J.1 OLL r O m __ - `•Js, Jb•'___ _ ---_ __ / RPERS SIONA DATE O C ? z IV O ' NOTE:The ePP ed site development PIM shall M slid for•period aft' Leg"(18) w Q months Som the da f°ppLroval as per code section 100.253. Q Z ~ a/ Fy Q (ittIN to N) 1- c(1 \9 C111 - J v N / zw o z Sd'0�' S89 °53' 40" W 1293, 92' Land now or formerly of: E& C Property Holding II Inc. Land now or formerly of: o °'A Richard James McBride PAC • g010,f yo/a�P.L SITE 1-/-'ll �l -'��..L'" Illl 1 r �1 JUL 182013 90 25 O 50 100 150 200 250 1 •' d.n GRAPHIG 5GALE 1" = 50'-0" �� PI " y�+ ir of 2 fr BEST MANAGEMENT PRAGTIGES PER TY MAIN COOPERATIVE SHED LANDSCAPED OF PEFOLK rlo I/1 Not WRECO Y MAINTAINING ESTABLISHED LANDSCAPED AREAS $�0^G ��� or w.vw.ra11811.mm RECOMMENDED FERTILIZATION AND WATERING PRACTICES TO BE USED WHERE TOPSOIL 15 NECESSARY FOR RE6RADIN6 TES, /'7 (for olharpetetee RRSVr R MAINTENANCE PRACT]CMM 1 VEGETATING DISTURBED AREAS.TEMPORARY STOCKPILE I. AREA CH05EN FOR STOCKPILING OPERATIONS SMALL (v/II BOO ��� n�Ro L/ WETHER A TRANSPLANTED TREE OR SHRUB WILL ESTABLISH rUCKLY AND THRIVE DEPER05 HGNLY ON THE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER BE DRY AND STABLE. 'I U P05T-TRAN59"PROCEDURES AND CARE GIVEN THE PLANT OVER THE R"EMINES TWO TO THREE YEARS, FOR TREES MACH,NONVEOETATIVE COVER AND PERIPHERAL SEDIMENT 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2.1. OF NT SH ULD PASS THIS,THIS 8 ATICIN DARE Aro LEY ARE HO PERIOD WILL BE TED To F.(BE COMPANY INANCE) I THE TRAPPING BARRIERS. TIE STABILIZATION MEASURE(5) 3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE PLANT SHOULD PASS THIS THE INSTALLATION ALONG IF THEY ARE IDT BEINGLLYT O NTO FO&RE55.. GENERALLY,IF IT 15 5B-SITED SHOULD BE APPROPRIATE FOR THE TIME OF SHALL BE SURROUNDED WITH EITHER SILT FENGN6 OR By law,exceveton and contractors working For safe mowns, homeowners ars IMPORTANT TO MONITOR THE INSTALLATION HO OR THREE AND OUTIVE UM TO ENSURE,ITHI PROGRESS. GENERALLY,IFA YEAR safety TREE OR sHRe ESTABL1Bf5 WELL AMER 7rlo OR THREE cON�Wr1ve SUMMERS,IT HILL SRVTVe. SITE LOIDITIONS,AND REp11RED PERIOD OF USE. STRAW BALES,TEEN STABILIZED WITH VEGETATION OR In the Ove an Suffolk of New York Lo and When n planning enaursny t to all a well �N�S COVERED, Neeeeu and Sullok Counlee on Long when pl•nninp any type of dipping B5CXM ORGANIC MALHE5 DECOMPOSE,THEY SHOULD BE REAPPLIED EVERY TWO TO THREE YEARS. LIGHTLY RAKE THE Island must contact DIBNeI, on their property. Homeowners an OLD MULCH AND ADD HEW MALH TO A TOTAL DEPTH OF 2 OR 5 INCHES. KEW THE MULCH SEVERAL INCHES AWAY FROM STABILIZE ENTIRE PILE 2 1-800-272-4480 or 811,at least 48 hours contact us directly at THE TRNK AND 5TEMS OF TREES AND SERBS,AND NEVER PILE IN A CONE VOLCANO-LIKE FASHION AROUND THE GROWN. WITH VEGETATION OR CLOVER SLOPE OR LE55 but no mole than 10 working days 1-800-272-4480 or by ailing 811, THE LATTER PRACTICE CREATES CORMUOL5 MOISTURE THAT BARK GAVOT TOLERATE. AS NEW ROOT SYSTEMS GROW (excluding Weekends and legal holidays) the national all before OUT,THE MULCHED AREA SHOULD BE EXTBIDED FURTHER OUT TOWARD THE DRIP LINE TO ENCOURArE ROOTS TO ENPAND you dip oURNARD W W W W W W prior to beginning any mechanized digging number For axawtkn work KiTERINK or excavation work to ensure underground completed on personal property,It Is TIE LEN STH OF TIME A PLANT MST BE WATERED AFTER BEING MUT INTO THE 6ROLW DEPENDS ON NOW LOESS IT TAKES THE W lines ere marked. Excavators and the contractor's responslbllity-NOT PLANT TO BECOME ESTABLISHED INA LANYrAPE PRORONNBNT. M A 517E MAT M5 WELL-DRAINED,RICH 5DL AND contractors an also submit locate requests the homeowner's-to contact DlpNet AOEAUATE FERTILITY,A PLANT WILL ESTABLISH READILY AND HAVE A 516NPICANT BUFFER TO TIE DRYING-WT OF THE W W N, W W W online,through ITIC.It you do not currently Having utility line marked prior to 1T ROOT ZONE. ON A MORE DROLA9HTY SOIL,HOWEVER THE PLANT LULL NEED 91.PPLB41NTAL HATFRINS FOR THREE OR EVER use ITIC, Dianne ail 1.800.524.7303 for di yT FGR YEARS POLLOWM9 PLANPNS.AFTEmora Infonnetion. digging b Ms Of ohefpe. THE NEXT NEXTTHE FTWO THREE SEASONS. THEREAFTER,UNLESS GROWNS SEASONS ARE VERY DRTRlIRST YEAR OF PLANTING,A TREE OR SWAB WILL Hill WATER DININS MY PROU69�S THAT IN N' W W V' `I' W W HATERN6 5HOLLD NOT BE RENUR®. `U' `L W W W y. W W W W us T A PLANT MST ALWAYS ENTER THE FALL AND HINTER SEASON IMPORTANT KITHANT AMPLE MOISTURE AR IN 175 SYSTEM.T LERATERESEARCHHI HAS TER5ROWt STORM DRAI NAGE CALCULATIONS: ATIONS: THAT MID-AUHINTER AR IVESTHRND SEPTEMBER 15 THE E5.W ITER LOST TIME SE PREPARE A PLANT TO TOLERATE IND C INDT B. W W W W .y W ONCE WINTER ARRIVES AND THE PROUID FREELB,WRIER LOST BECAUSE OF TRANSPIRATION BY EN AN)WIND CANNOT BE i REPLACED ESTABLISHED IN ME P ,1, w VOLUME = AREA x RAINFALL x COEFFICIENT AL OOTSH ONDE ER(AN HO L EXTRA LATERALLY) 14 THE WIITLY,WATER MST PERCOLATE NCH O SUFFICIENTLY TO FORCE 'xX AREA = I'500 S.F. ROOTS TO PROW DEEPER PND MORE LATERALLY) A SAND THE SOIL INS To 6 OF WATER ONE HDA S WATER N4.L RAINFALL = 2"/HR. = 0.167' NORMALLY FBEMAIE TO A 10-12 ECM5 NT OF INA SANDE LOAM AND 6 TO b INCHES M HEAVY CLAY SDC. ALWAYS COEFFICIENT OF ROOF = IA USE A RAIN 6N5E TO MEASURE THE AMDurr OF ESTER ADDED. PRUNING COEFFICIENT OF RGA = ILO TWO OR THREE YEARS FaLOWIINS FLANTINS,WHEN MAY BRANCHES CAN STILL BE READER FROM THE 61RC1AD,TREES CAN STRAW BALE-5 ORSILT FENCE BE FIRMED TO ENHANCE THEIR STRUCTURAL FRAM 51 MK FOR LATER YEARS.(SOME NRSERI MAY HAVE ALREADY DONE STORM DRAINAGE SYSTEM GALCJLATION, SOME PRUNING WRNS THE PRODUCTION FROCEKJ PRNING MAY INCLUDE REMOVING HEAK,NARppWCIRCMC ED(LESS 50 I L STOGKP I L 860 S.F. X 0.167' X IA = 251 GIFT. THAN A 45-OFSRM ANSW ERANLNL� ES EMANATING GO-DOMINANT TERMINAL;AND TOO KW BRANCHES FROM A SINBIE VOLUME REQUIRED = 251 CUPT. POINT ON THE TRICK USE PRLNIN6 MAY ALSO BE DONE TO DEVELOP AN ALTERNATE BRANCHING PATTERN SO THAT REMAINING BRANCIE5 RADIATE CUT IN 0I1495RBNT DIRECTIONS FROM THE TRUNK. ANY BRANCHES BELOW THE FIRST MAJM SCAFFOLD BRANCH NT 15 (2) VVX4.0' DEEP LEACHING POOL IMPORTANT TO CHOOSE KEY SCAFFOLD BRANCHES MILE THE TREE S YpM^a)SHOULD BE REMOVED BEFORE THEY ATTAN " WITH OPEN GRATE A DIAMETER GREATER THAN ONE-HALF MCH TO AVOID LAIW HDN05. LIKEWISE,ANY BRANDIES 6ROWIN5 DIRC-CTLY VOLUME PROVIDED = 337.92 CU.FT. ABOVE ONE ANOTHER 11E55 THAN 3 FEET APART)SHOULD BE RBIOVID. THIS PROCESS CAN BE DONE OVER SEVERAL YEARS, ANY BRANCHES THAT ARE CONSIDERABLY LONSER THAN OTHER SHOULD BE PRIZED BACK TO A LATERAL OR DRTMFACING BUD. DRAINAGE NOTES FERTILIZIN G NO-TEI SUFFOLK COUNTY PROHIBITS THE APPLICATION OF FERTILIZERS THAT ADD NITROGEN TO THE 501L I. ALL STORM WATER PIPING TO BE 6",P. SDR 35. BETWEEN NOVEMBER 1 AND APRIL I OF THE CALENDAR YEAR RESIDENTIALLY ZONE OR AREAS 2. ALL INTERCONNECT PIPING TO BE 15"11) RCP OR CPP CLASS IX ADJACENT TO A NYSDEG 303d NITROGEN IMPAIRED WATER BODY, 3. ALL SANITARY PIPING TO BE 6"O BLE BRUTE, WHEN APPLIED AT THE CORRECT RATES, FERTILIZERS CAN IMPROVE TIE APPEARANCE AND CONDITION 4. ALL PIPING INSTALLED UNDER BUILDING SHALL BE CA5T IRON, OF ORNAMENTAL TREES AND SHRUBS AND ENABLE THEM i0 RE515T SPECIFIC P15EASB AND INSECTS. ANO SMALL REMAIN CAST IRON LEAVING THE BUILDING TO A RESPONSE TO FERTILIZER VARIES WITH THE PLANT AS WELL AS THE ENVIRONMENT. SOIL FERTILITY, DISTANCE OF V AWAY FROM BUILDING PERIMETER. AERATION,DRAINAGE,EXPOSURE TO SUN AND WIND,TEMPERATURE OF SITE,AND PROXIMITY TO 5. CALCULATIONG AND DESIGN PERFORMED IN ACCORDANCE WITH BUILDINGS,WALKWAYS,AMID 57REET5 INFLUENCE PLANT GROWTH. BEST GROWTH DEPENDS ON THE USE BUILDING HIRE TOWN OF BROOKHAVEN PLANNING BOARD SPECIFICATIONS. OF THE RANT IN THE LANDSCAPE,FERTILIZERS ARE NO SUBSTITUTE FOR THE WRONG PLANT IN THE OR TWINE 6. ALL UNSUITABLE LEACHING SOILS BELOW THE PROPOSED WRONG PLACE. 2"X 2"STAKES LE CHHING WI�SURE5 SM PERCOLATING SOILL BE EXCAVATED&AND REMOVED AND THE EXTENT TO WHICH FERTILIZERS ARE APPLIED FOR ESTABLISHED PLANTS DEPENDS ON ME FERTILITY hW0 PER BALE) v OF THE 501E AND THE DESIRED GROWTH. IF PLANTS ARE GROWING SELL AND LOOK GOOD,YOU MAY rAL7ED - GRAVEL). ALL DRAINAGE EXCAVATIONS MUST BE INSPECTED BY m CHOOSE NOT TO FERTILIZE. ADD FERTILIZER WHERE MALNUTRITION 15 EVIDENT,AS INDICATED BY FILL THE TOWNS AUTHORIZED R5-RE5ENTATNE PRIOR TO BACKFILL. NSI 7. THE BUILDING WILL HAVE GUTTERS AND LEADERS PIPED n POOR FOLIAGECOLORAND SHORT,WEAK GROWTH NOT NATTRA TI LACK R MOISTURE,FUNGUS,OR 5TRAH DIRECTLY TO DEDICATED LEACHING POOLS WITH CAPACITY (fJ INSECT ATTACK. FXGC551VE NUTRIENTS CAN RESULT IN UNATTRACTIVE,OVERABUNDANT SHOOT GROWTH I I BALE MINIMUM A5 SHOWN. W THAT 15 VULNERABLE TO WINTER SNOW DAMAGE AND PESTS THAT THRIVE ON THE NUTRIENT-RIGH FLUID5 GRADE y 6, SEE SHEET 641 FOR ADDITIONAL DRAINAGE DETAILS AND NOTES. r ^ t!J r- IN THE PLANT TISSUE. (/ GENERAL NRRIENT NEEDS '���\\\/�/\\\/�\\� �\�\ 'a F•R••I r T' SEVERAL CHEHICAL ELEMENTS,EACH WITH A DIFFERENT FUNCTION,ARE DEEMED ESSENTIAL FOR PLANT r NUTRITION. THOSE RE61.111RED IN THE GREATEST QUANTITY(MACRO NUTRIENTS) ARE NITROGEN, 5ECTION TRENCH CAMPBELL FOUNDRY NO. n/ V PHOSPHORUS,POTA951UH AND CALCIUM. CERTAIN OTHERS,ALTHOUGH REQUIRED IN FAR SMALLER 1009 FRAME a COVER (OR F�1 AMOUNTS(MICRO NITRIEHTS),ARE NO LE55 ESSENTIAL. FIN. &RADE GRATE AS REQUIRED) GENERAL NUTRIENTS CONT"D �•il THESE TRACE OR MINOR ELEMENTS INCLUDE ZING,COPPER,MOLYBDENUM,MAGNESIUM, IRON,SULFUR, LL MANGANESE,ALUMINUM CHLORIDE,AND BORON. BOTH MACRO AND MICRO ELEMENTS COME FROM THE p BOTTOM OF ; MIN. 2 COURSE5 x SOIL AND FROM APPLIED NUTRIENTS. CARBON,HYDROGEN AND OXYGEN ARE OBTAINED FROM THE AIR DRAINAGE 5WALE 9I HAY BALES 0 Z � OR THROUGH THE SOIL. + a 11 INFORGED I� BEFORE YED YOU DEGIDE"IT NUTRIENTS A PLANT NES,HAVE YOUR SOIL ANALYZED. A 501L ANALYSIS — — DOME — — m WILL SHOW WHICH WUTRIENT5 ARE DEFICIENT,50 THAT ONLY TH05E ELEMENT5 THAT ARE MISSING NEED ^ Q BE APPLIED AT THE RATES NECE55ARY TO SATISFY PLANT NEEDS. KEEP IN MIND THAT A LARGE 71, AS REQ'D — LLQ dJ PROPORTION OF PLANT PROBLEMS,5UCN A5 POOR DRAINAGE,ARE RELATED TO SOIL. FERTILIZER �I = RD WILL NOT HELP PLANTS IN THIS SITUATION. UNFORTUNATELY,501L TESTING 15 OFTEN NOT DONE AT ALL PLAN MPV. UO' BETWEEN 0❑ ❑ ❑ 0❑❑ 0 OR 15 DONE INCORRECTLY,AND PEOPLE OVER FERTILIZE PLANTS THAT ARE DOING POORLY. THIS O N POOLS IS" MIN. RCP. PRACTICE RAND THE IN MORE HARM THAN GOOD. CL I V OR GCP 111:11171 O❑❑ 0 N n ' FERTILIZERS AND THE ENV/IRONMENT STAKES(ttPJ,SEE SECTION BALES TO BE SET IN ORC�p ALTHOUGH FERTILIZERS ARE A NECESSARY INPUT FOR LANDSCAPE PLANTINGS,THE NUTRIENTS THEY FRENCH 0❑E# ST RINci51 0 CONTAIN MAY DAMAGE TTHE ENVIRONMENT IF APPLIED IN EXCLS5 OR IMPROPERLY. NUTRIENTS ESCAPE •• FROM THE PLANT/5011-SYSTEM IN VARIOUS HAYS DEPENDING ON THE CHEMICAL AND BIOLOGICAL 1 / ' = I\ J NATURE OF THE ELEMENT.. A5 REq'D �JJ NITR06ER.REGARDLESS OF THE CHEMICAL FORM ADDED COVERTS TO NITRATE AND 15 LOST BY 11 /) 11 / 1/ l 1 11 1 11 1 11 SUITABLE r� I— LEAGHING VIA THE DOWNWARD MOVEMENT OF SOIL WATER OR BY EROSION OF THE SOIL. THUS, 11 11 11 11 II II II 1 11 11 11 BACKFILL 0 0 Ll 1:1 E] o E:1 ❑ 0 0 NITROGEN A5 WELL AS OTHER NUTRIENTS MAY BE A PROBLEM IN BOTH GROUND AND SURFACE WATERS, 11 11 11 II PHOSPHORUS 15 USUALLY BOUND TIGHTLY TO THE 501L PARTICLES AND 15 PRESENT ONLY IN VERY SMALL ELEVATION DRAINAGE Q 0❑❑ ❑ [1(—I n fl l _ AMOUNTS IN THE 501L WATER. IT MAY AL50 OCCUR IN ORSANIG MATERIAL5,SOME OF HHICH ARE -t-p RINGS WATER SOLUBLE, THUS LPPHOSPHORUSPRLO LOST BOTH BY SURFACE RUNOFF MEN . THE MN 5T SOIL 5 I RAW BALE BARRIER SEVERAL TEGHNIQUCS HELP PREVENT LOSS OF N1IRIENTS TO THE ENVIRONMENT. THE MOST EFFECTIVE 0 0❑❑ ❑D L METHOD 15 TO ADD THE AMOUNT OF:NUTRIEN15 WHEN FERTILIZING A LARGE PLANING BED OR MAJOR 5PEGIMEN TREE(SOff NEVER TO ALFERTILIZE. EMBER ALWAYS HAVE 5011LNOT TO 51-ALE Q 0 ❑ ❑ ❑ ^ `yq ENGINEER, ANALYSIS DOME. THE SECOND METHOD 15 TO APPLY THE FERTILIZERS TO ACHIEVE EFFICIENT PLANT 6ROUND UPTAKE REMEMBER THE SIGNIFICANCE OF NOT 'M15HING"NEW GROWTH INTO THE FALL - DO NOT '(E OF N FERTILIZE BETWEEN JULY I AND OCT I. LAST,ACCORDING TO THE AMERICAN NATIONAL STANDARDS y�PE INSTITUTE FOR TREE CARE OPERATIONS,FERTILIZING 15 NOT A-HAYS THE ANSWER FOR 516K TREES OR N �FFPE G SHRUBS;IN CERTAIN SITUATIONS FERTILIZERS CAN INCREASE PEST PROBLEMS AND,FOR MATURE TREES, Oi m MAINTENANCE OF 5ATI5FMGTORY RATHER THAN ACCELERATED GROWTH MIRY BE THE BEST EXTRA STRENGTH FILTER FABRIC WATER ry m I m X MANAGEMENT OBJECTIVE. REQ'D. WITHOUT WIRE MESH SUPPORT STEEL OR WOOD Z POST (TYPJ 0 10' MAX. O.G. SPACING TYPICAL LEACHING POOL (SD) 1 q W/WIRE SUPPORT FENCE A 0> & MAX. O.G. SPACING, NOT TO SCALE 90 4g3 L�` O WIRE SUPPORT FENCE NOTE, HEIGHT AND WIDTH OF SECTIONS SFS AS REQUIRED,REINFORCED DOME, GONG. FOOTING PLUS MANHOLE COVER • NOTES, JEFFREY T. BUTLER, P.E. 1. ALL POOLS UNDER PAVEMENT TO HAVE SURFACE ACCE55. "> FLOIR _ o a ATTACH FILTER FABRIC SECURELY TO UPSTREAM 51DE OF P05T V] IL IL r L Un } Q 36" HIGH POLE (MAX) APPROVED BY �v = z ry m o STEEL OR HOOD POST PLANNING BOARD W a0 Q O IL TOWN OF SOUTHOLD A m -1 0 DQ�d 4 } Q00 . FLOW SLOW DATE p� C/1 � v0 #0 � 1= 0 m L.iw•Re+ U.l L� V l) F.: IL LL fYj S N \\\//\ \V '✓\\ i /�\� \� 3/4' MIN. r�I z w l(1 LL 1A LL 4" X 6" TRENCH MALL TED /\\< m W \\ O Q TRENCH DETAIL INSTAI_L6TION WITFbUT TRENGHINO NOTES` PAGE : SILT FENCE SHALL IR PLACED E AFTER TO SLOPE CONTOURS TO MAXIMIZE PONDING WHEN NEC 59 « INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NEGE%ARY. nn 55 //�� REMOVED ,SEDIMENT SMALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-51TE TRANSPORT. Pluf 6 L� irr � �1 IS I I I — _ 2 SILT PELAGE DETAIL Jug is2ol NOT TO SGALE I i of 2 • • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI ��OF S�(/ryOlO Southold, NY 11971 Char OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III • �O (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOROU N� Southold, NY 1111, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 5, 2013 Mr. Jeffrey Butler, P.E. 206 Lincoln Street Riverhead, NY 11901 Re: Approval: Amended Site Plan for the Joint Industry Board of the Electrical Industry Pavilion Located at 3800 Duck,Pond Road, ±450' n/e/o Duck Pond Road &Vista Place, Cutchogue SCTM#1000-83-2-17.3 Zoning District: RR Dear Mr. Butler: The following resolutions were adopted at a meeting of the Southold Town Planning Board on November 4, 2013: WHEREAS, this amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue; and WHEREAS, on July 18, 2013, the agent for the applicant, Jeffrey Butler, submitted an application for site plan review; and WHEREAS, on August 19, 2013, the Planning Board accepted the application for review; and WHEREAS, on August 21, 2013, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on August 22, 2013, the Southold Town Architectural Review Committee reviewed the proposed project and approved of its design as submitted; and WHEREAS, this application proposes less than 5,000 square feet of new or renovated floor area and is therefore exempt from review by the Suffolk County Planning Commission (SCPC); and Joint Industry Board Pavilion Page Two November 5, 2013 WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEAR) 6 NYCRR, Part 617.5, has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities", therefore, not subject to SEQRA review; and WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because there is no need to provide for parking - the proposed pavilion is for the use of the guests of the hotel on site and will not be open to the public. Fifty-five parking stalls including three (3) ADA exist on site; and WHEREAS, on September 20, 2013, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on September 20, 2013, the Cutchogue Fire District determined there was adequate fire protection for the site and all necessary equipment and apparatus will be able to safely maneuver on site; and WHEREAS, on September 24, 2013, the Southold Town Engineer reviewed the above- referenced application and determined that the Storm Water Management Control Plan meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on October 7, 2013, a public hearing was held and closed; and WHEREAS, as stated on the public hearing record by Jeffrey T. Butler, agent, the open air structure will be used in conjunction with the existing uses on site including the swimming pool area for sitting outdoors in the shade and will not increase the number of the people that visit the site; and WHEREAS, on October 18, 2013, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has recommended the proposed project be found consistent with Southold Town LWRP policies; and WHEREAS, on October 25, 2013, the Southold Town Chief Building Inspector reviewed and certified the proposed pavilion as a permitted use in the Resort Residential Zoning District; and Joint Industry Board Pavilion Page Three November 5, 2013 WHEREAS, on November 4, 2013, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "Joint Industry Board of the Electrical Industry", dated April 16, 2013, last revised July 10, 2013, prepared by Jeffrey T. Butler, P.E., and authorizes the Chairman to endorse the site plan consisting of two (2) pages: 1. Pagel of 2 2. Page 2 of 2 Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen (18) months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. 0 0 Joint Industry Board Pavilion Page Four November 5, 2013 Enclosed please find a copy of the site plan which has been endorsed by the Chairman. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. Office of the Town Engineering Inspector • MAILING ADDRESS: PLANNING BOARD MEMBERS �0� OF SOu OlO P.O.Box 1179 DONALD J.WILCENSEI riy Southold, NY 11971 Chair y y OFFICE LOCATION: WILLIAM J.CREMERS T '! Town Hall Annex PIERCE RAFFERTY H JAMES H.RICH III54375 State Route 25 . Q MARTIN H.SIDORO (cor. Main Rd. &Youngs Ave.) Mum Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD - r November 5, 2013 No+► -s zoA Mr. Jeffrey Butler, P.E. 206 Lincoln Street �� �� � � � —- - Riverhead, NY 11901 Re: Approval: Amended Site Plan for the Joint Industry Board of the Electrical Industry Pavilion Located at 3800 Duck.Pond Road, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue SCTM#1000-83-2-17.3 Zoning District: RR Dear Mr. Butler: The following resolutions were adopted at a meeting of the Southold Town Planning Board on November 4, 2013: WHEREAS, this amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue; and WHEREAS, on July 18, 2013, the agent for the applicant, Jeffrey Butler, submitted an application for site plan review; and WHEREAS, on August 19, 2013, the Planning Board accepted the application for review; and WHEREAS, on August 21, 2013, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on August 22, 2013, the Southold Town Architectural Review Committee reviewed the proposed project and approved of its design as submitted; and WHEREAS, this application proposes less than 5,000 square feet of new or renovated floor area and is therefore exempt from review by the Suffolk County Planning Commission (SCPC); and Jeffrey T. Butler, P.E., P.C. �T Q)1 o 206 Lincoln Street , ( ; Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer d June 16, 2016 Mr. Brian Cummings Town of Southold Planning Department P.O. Box 1179 Southold,NY 11971 RE: Joint Industry Board of the Electrical 111dLis 1 Pavilion(SCTM 1000-83-2-17.3 Dear Mr. Cummings, I have inspected the drainage installed on site and find that the installation is consistent with the approved plans and that the storm water controls on site surpass all requirements on the approved site plan pursuant to Chapter 236 for Strom Water Management. Please call if you should have any additional concerns or questions. Sincerely, 1 rey T. Butler, P.E t ala C ons 3 0re ' MAILING ADDRESS: PLANNING BOARD MEMBERS S P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III , (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR onCou Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 30, 2016 ,3 0 2016 Mr. Jeffrey Butler G DE,jyr. 206 Lincoln Street TOWN OFSO mt°II01LI Riverhead, NY 11901 Re: Approved Site Plan for Joint Industry Board of the Electrical Industry 3800 Duck Pond Road, Cutchogue SCTM#1000-83-2-17.3 Dear Mr. Butler: The Planning Board has found that the requirements of the above-referenced Site Plan and the one (1) item required in the June 22, 2016 Planning Board letter have been completed. The site is now in conformance with the Site Plan entitled "Joint Industry Board of the Electrical Industry", dated April 16, 2013, last revised July 10, 2013, prepared by Jeffrey T. Butler, P.E. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office at 631-765-1938. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector MAILING ADDRESS: PLANNING BOARD MEMBERS - m P.O. Box 1179 DONALD J.WILCENSKI � Southold, NY 11971 Chair ��` ""ti'`'p " �� OFFICE LOCATION: WILLIAM J.CREMERS % cos �� �- Town Hall Annex PIERCE RAFFERTY �y � w 54375 State Route 25 JAMS H.RICH III '" ��¢� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDORre � �t�" Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 30, 2016 Mr. Jeffrey Butler 206 Lincoln Street Riverhead, NY 11901 Re: Approved Site Plan for Joint Industry Board of the Electrical Industry 3800 Duck Pond Road, Cutchogue SCTM#1000-83-2-17.3 Dear Mr. Butler: The Planning Board has found that the requirements of the above-referenced Site Plan and the one (1) item required in the June 22, 2016 Planning Board letter have been completed. The site is now in conformance with the Site Plan entitled "Joint Industry Board of the Electrical Industry", dated April 16, 2013, last revised July 10, 2013, prepared by Jeffrey T. Butler, P.E. This letter does not condone any changes from the approved Site Plan and from approvals permitted by other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office at 631-765-1938. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector Southold Town Planning Board Work Session — June 20 20167P ae 2 " Project name; Joint Indust y B 11 oard of the ' SCTM#: 1000-83-2-17.3 Electrical Industry ; _ / �.... Location: 3800 Duck Pond Road, ±450 n e/o Duck Pond Road & Vista Place, w 3 � w Cutchogue Description., This Amended Site Plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District. Status: Approved Amended Site Plan .... P .,. . _ Attachments: Staff Report from Final Inspection. Action: t port k Location:_ 4460 De of La Pro ect Name Risin Sun Woodworkin SCTM#: 1000-96 5 8 ne, ±1,075.9 ,. � ..,., ... Dep ' s/e/o Depot La & CR 48, Cutchogue Description: This Amended Site Plan is to convert a wholesale book seller warehouse to a custom woodworking shop and construct a ±500 sq. ft. addition to connect two existing buildings totaling 13,064 sq. ft. for office, cabinet shop and custom woodworking on 2.1 acres in the LB Zoning District Status: Approved Amended"."...". _Site Plan .m .. ... m.. Action: Review comments from Final Site Inspection Attachments. Staff Report Project Name: Terp Retail SCTM# 1000 102-5-3, 4 & 9.6 ` Location:. 28145, 28195 & 28205 NYS Route 25, _130' n/e/o Griffin Street & NYS Rt. 25, Cutchogue `Description: This proposed Site Plan is for the demolition of an existing 2,108 sq. ft. building and the construction of an 81' x 68' (5,537 sq. ft.) building with five (5) retail stores where there exists a ±10,000 sq. ft. retail building on 1.35 acres in the Hamlet Business Zoning,District. .. _ Status: New Application Action: Review for completeness Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Request for Final Site Inspection Date: June 20, 2016 Prepared By: Brian Cummings I. Application Information Project Title: Joint Industry Board of the Electrical Industry Pavilion Applicant: Joint Industry Board Approved: November 6, 2013 Tax Map Number: 83-2-17.3 Project Location: 3800 Duck Pond Road Hamlet: Cutchogue Zoning District: Split RR /AC II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: ±16.6 acres RR = ±14 acres + AC = ±2 acres Building Size 30' x 50' (1500sf) This amended site plan was approved for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue; III: Analysis Eighteen (18) month approval granted November 6, 2013; expired April 30, 2015; Second eighteen (18) month approval extension granted to November 2016; IV: Analysis *See photographs* A.Approved: a. 30'x 50' (1500sf) Open Air Pavilion with Roof b. Two (2) 8'x 4' deep drywells c. Existing: i. West Motel: 8,030sf ii. East Motel: 8,285sf iii. Restaurant: 3,145sf iv. Cabana: 1,634sf v. Training Center: 18,OOOsf I vi. 55 Parking stalls including (3) ADA 2. Bulk Schedule/ Code Requirements: RR/ AC Zone a. Lot Coverage i. 5.41% existing ii. 5.62% approved iii. RR max = 25% iv. AC max = 20% b. Landscape Coverage i. 33.5% existing ii. 33.3% approved c. PB waived parking requirements d. No exterior light fixtures were approved in this application 3. Staff Analysis: a. 30'x 50' (1500sf) Open Air Pavilion with Roof; constructed as approved b. Two (2) 8'x 4' deep drywells; constructed as approved Staff: Town Engineer not notified of drainage installation; a certification from a NYS licensed engineer is required; V: Staff Recommendation All elements of the approved site plan have been constructed as designed and it is recommended to support the issuance of a CO once the following has been provided: - Provide certification from a NYS licensed engineer that the storm water controls on site were constructed as approved 2 Southold Town 4nning Board Work Session — Page At— November 4, 2013 Project name: Joint Industry Board of the SCTM#: 1000-83-2-17.3 Electrical Industry Location: 3800 Duck Pond Road, Cutchogue Description: This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District Status:. Pending Action: Review referrals. Attachments: Staff Report I Project Name: Platinum East Properties, LLC SCTM#: 1000-69-6-3 Location: 48205 Route 25, ±956.85' west of Ackerly Pond Lane, Southold Description: This site plan is for the construction of a 2,880 sq. ft. electrical contractor '. office/warehouse on 0.9 acres in the General Business (B) Zoning District. Status: Approved Action: Up-date on Final Inspection. Attachments: z Staff Report Project name: Boyle, John & Catherine SCTM#: 1000-18-2-34 Location: 24435 NYS Route 25, 100' e/o Platt Road, Orient Description: Construction of a 2,375 s.f. (25' x 95') barn on a 22.46 acre parcel located on the north side of Main Road, approximately 100' east of Platt Road, in the R-80 Zoning District. Status: Approved Pending Final Inspection Action: Review comments from Final Site Inspection for C.O. Attachments: Draft Final Inspection Letter Discussion: • Draft October 2013 Planning Dept. Monthly Report • a ��p SO y A Town Hall Annex y Telephone(631)765-1802 54375 Main Road T Fax (631)765-9502 P.O. Box 1179 G Q Southold,NY 11971-0959 ,�ly Nr BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Donald J. Wilcenski, Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: October 25, 2013 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Joint Industry Board Pavilion Location: 3800 Duck Pond Road, Cutchocue SCTM# 1000 — Section 83 - Block 2 Lots 17.3 Date: April 16, 2013 Revised Date: July 10, 2013 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE PAVILION 1S A PERMITTED USE IN THIS RR DISTRICT AND IS SO CERTIFIED. Michael J. Veri Chief Building Inspector • MAILING ADDRESS: PLANNING BOARD MEMBERS �O� fjF soujolo P.O.Box 1179 DONALD J.WILCENSKI Iy Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G C 54375 State Route 25 JAMES H.RICH III • 'a�O (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR lyOwn� Southold, NY B Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planne(R) Date: October 23, 2013 Re: Site Plan for Joint Industry Board of the Electrical Union Pavilion Located at 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue SCTM#1000-83-2-17.3 At their Work Session held on October 21, 2013, the Planning Board found this site plan application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue. We would appreciate your certification by Monday, October 28 2013. Thank you for your cooperation. Encls: Site Plan Application Site Plan '��' • MAILING ADDRESS: PLANNING BOARD MEMBERS OF SOU O P.O. Box 1179 DONALD J.WILCENSKI Ty Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY o Q 54375 State Route 25 JAMES H.RICH III '� • (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ��'�Colvin Southold, NY 111, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planns(�j) Date: October 23, 2013 Re: Site Plan for Joint Industry Board of the Electrical Union Pavilion Located at 3800 Duck Pond Road, ±450' nle/o Duck Pond Road & Vista Place, Cutchogue SCTM#1000-83-2-17.3 At their Work Session held on October 21, 2013, the Planning Board found this site plan application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue. We would appreciate your certification by Monday. October 28, 2013. Thank you for your cooperation. Encls: Site Plan Application Site Plan ' OCT 2 3 2013 i 'M� c5vbf �o3��OF SOUT Town Hall Annex Telephone(631)765-1802 54375 Main Road T Fax (631)765-9502 P.O. Box 1179 `" Q Southold, NY 11971-0959 ;06' ''l0UNT1 � BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Brian Cummings, Planner FROM: Michael J. Verity, Chief Building Inspector DATE: October 21, 2013 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Joint Industry Board Pavilion Location: 3800 Duck Pond Road, Cutchogue SCTM# 1000—Section 83 - Block 2— Lots 17.3 Date: April 16, 2013 Revised Date: July I0, 2013 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. THE ABOVE REFERENCED PROPERTY IS NOT READY FOR CERTIFICATION. PROVIDE UPDATED SITE PLAN. Michael J. Ve y Chief Building Inspector PDC q so Ile OFFICE LOCATION: 0� Q� MAILING ADDRESS: Town Hall Annex O P.O. Box 1179 54375 State Route 25 4 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) y � Southold, NY 11971 O Telephone: 631 765-1938 Fax: 631 765-3136 �1�00UN1Y,�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Donald Wilcenski, Chair Town of Southold Planning Board From: Mark Terry, Principal Planner LWRP Coordinator Date: October 17, 2013 Re: Joint Industry Board of the Electrical Industry (Pavilion) SCTM# 1000-83-2-17.3 This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner • MAILING ADDRESS: PLANNING BOARD MEMBERS �F SOU P.O. Box 1179 Chair DONALD J.WILCENSHI �0�� lyp� Southold, NY 11971 OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY N ,c JAMES H.RICH III @ 54375 State Route 25 MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) I�COU Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 8, 2013 Mr. Jeffrey Butler, P.E. 206 Lincoln Street Riverhead, NY 11901 Re: Close Hearing: Proposed Amended Site Plan for Joint Industry Board of the Electrical Industry Pavilion Located at 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue SCTM#1000-83-2-17.3 Zoning District: RR Dear Mr. Butler: A Public Hearing was held by the Southold Town Planning Board on Monday, October 7, 2013 regarding the above-referenced Site Plan. The public hearing was closed. If you have any questions regarding the above, please contact this office. Very truly yours, �4Lsa�Q Donald J. Wilcenski Chairman AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 080 ,Z)r-/cJ< ova 2�209�. 617ZY-1oGe 4,0 //93S by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained inliace for seven days prior to the date of the public hearing on Cc 2 L D/,3 I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on iAl! *2!WO LJST. ; EZ/6:S/4 �- �.Z� Your Nam M 70'ZZ Signature 2n6 Address ' Da Notary Public L ✓ STAUFER PAW �be�Yak MUM 0 CalMnis�bn E7pi1M ApR W,e11.1� PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 10/4/13 Re: Proposed Site Plan for Joint Industry Board of the Electrical Industry SCTM#s: 1000-83-2-17.3 Date of Hearing: Monday, October 7. 2013, 6:04 p.m. Joint Industry Board of the Electrical Union Notice to Adjacent Property Owners 3800 Duck Pond Road, Cutchogue SCTM#83.-2-17.3 September 10, 2013 1. 83.-1-12 2. 83.-1-13 3. 83.-1-14 4. 83.-2-3 5. 83.-2-13.8 6. 83.-2-16 7. 83.-2-17.1 83.-1-12 83.4-13 81-1-14 Aliano Nicholas Hellemann Veronica Monogioudis Gus lrr.Trust Monogioudis Catina 2010 Irr.Trust it Sailor Court P.O. Box 978 196-35 44th Avenue Miller Place, NY 11764 Cutchogue, NY 11935 Flushing,NY 11358 83..-2-3 London Joyce 83.-2-13.8 81-2-16 London Ors Zuhoski David McBride Richard J Attn: Suzanne Della Corte Zuhoski Steven McBride James M 22 Stony Hill Road P.O.Box 277 10625 Oregon Road Burlington,CT 06013 Cutchogue,NY 11935 Cutchogue,NY 11935 83.-2-17.1 E &C Property Holding 11 Inc. 158-11 Harry Van Arsdale Jr.Ave. Flushing,NY 11365 Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for an amended site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-83-2-17.3; 3. That the property which is the subject of this application is located in the R-R Zoning District; 4. That the application is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres. The property is located at 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.south oldtownny.pov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending'; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Information can also be obtained via the internet by sending an e-mail message to: Carol.Kalin@town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday. October 7. 2013 at 6:04 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: E & C Property Holdings, Inc./Joint Industry Board of the Electrical Industry Date: 9/10/13 AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Joint Industry Board of the Electrical Industry Address: 158-11 Harry Van Arsdale Avenue, Flushing, NY 11365 Land Owner (if other than applicant): E & C Property Holding Land Owner Address: 158-11 Harry Van Arsdale Avenue, Flushing, NY 11365 Description of Proposed Project: The application is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres. Property Location (road and tax map ft 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road &Vista Place, Cutchogue; SCTM#1000-83-2-17.3 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: 1. SCTM#1000-83-2-13.8, David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agignature Da e V) - .� mco T a cnQ, w 08 � zd� m m 2 N < ° re8�� _ Postal ro "' 9n. $maa o w CERTIFIED MAIL,. RECEIPT I . . o 0.011 t` . O wM o m x-, til EOIkI TPlBfflN 1 a 6 o E3 < m m M 3 ru m m CO Postage $ $0.46 0901 o m ..o o Rl Cenitietl Fee $3,10 02- O Postmark c p Return Receipt Fee ee Here 3 1.- ? m O PU K ?010 (Entlamement Required) $2.Ji -(ri D Restricted Delivery Fee - (!T� mZ7 OAT O (Endorsement Require $0.00 Ln y ru 0- 4 o Total Po=•= @ $6.11 09/23/2013 Er �» RR 83..-2-3 >_; cn r` L London Joyce ru`" ❑4 o London Ors -�r• Attn: Suzanne Della Corte .--. - o 22 Stony Hill Road c Burlington,CT 06013 $ Cc . .. F Total Postage&Fees I$ 11 \l 091?3[2013 _ rq Sent 1313 17 To 83.-1-12 O $ 2 < 4 2Y srree.Aa No.: Aliano Nicholas to ■ ■ � orPO Box No. � ~ � N y3 8q CiIY.S(aie,ZIF+4- 11 Sailor Court N �- 7 W n 0 O 3 Miller Place,NY 11764 t, 5 m ao 00 Fu tO Total Postage&Fees R $U.11 091013 Y y y A R R I Mc m t` sear Ta 83.-2-16 2 w •w,. C v e ro C3 ..------ Bride Richard J .------.. to e p m 3 m E::' Street.. N 00 M m q a— orPOE McBrideamesM `1 17` - Jw 0 city sr. 10625 Oregon Road -------- Cutchogue,NY 11935 51 EF g3 � ru , '� m 3 - T Total P =._ =A Foac P 6.11 001T/2013 �/ - ^7 v r` LSenf 83:2-13.5 uSQ V. C3 C3Zuhoski Zuhoski Stvenw P.O.Box 277 3 0 Cutchogue,NY 11935 v ru ' fa P m X ? . 9 S - T 111t - ❑❑5 iAm �Q L3Total Resmge&Fees -•II I 09%2344 . Oma, C3 - dS �,i Nom' O c r, senrTo 83:1-14 r I ,7 g C3 --_.._--_ Monogioudis Gus Irr.Trust --- $ F 8 Cl Sheet Ape — r` or POsoxr Monogioudis Catina 20101rr.Trust Ln - S j se dy;sraie:: 196-35 441th Avenue � ❑ ❑ � Flushing, NY 11358 0 q ) 0 Its 1-1—4 0. $L.11 091? 3. _ �`� 9 /. R-1 o sanrTo 83.-2-17.1 ' o sr;eer E&C Property Holding II Inc. ❑ ❑ ❑ ❑ ❑ r- arP06 158-11 Harry Van Arsdale Jr.Ave. ---- o $` 9. city,sce Flushing, NY 11365 k T ' I.L •49MPLETE THIS SECTION COMPLETESECTION ■ Complete items 1,2,and 3.Also complete gn lure Item 4 if Restricted Del Nery Ia des ❑Amt ■ Print your name and address on th reverse ❑Aedres so that we can return the card to u. Received (P ted Nemo) C. D to o Delivery ■ Attach this card to the back of thee; ailplece, or on the from If space permits. 1. Article Addressed to: D. s del address different from item 17 ❑ es If YES,enter delivery address below: ❑No 83.-2-16 McBride Richard J McBride James M 10625 Oregon Road 3 1YPe Cutchogue,NY 11935 Certllled Mail ❑ppress Mail EE MMetsred -Return Receipt for Merchandise ❑Insured Mall ❑C.O.D. 4. Residcfed DeNwfl(Extra Fee) ❑Yes 2. Article Number (rminsferfrom servlcejabeo 7007 3020 0001 4586 5240 ) PS Forth 3811,February 2004 '1 Domestic Return Receipt 102ee5.paM-1540 eCOMPLETF THIS SECTION 0AF0hLJVLHY ■ Complete[tams 1,2,and 3.Also complete A. Sig ofture Hem 4 H Restricted Dallvery Is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. by(Fw ) o. ate or Delivery Is Attach this card to the back of the mailplece, /1 Z 4 Z,,/,._ or on the from H space permits. �!Lrlr 1. Article Addressed to: D. Is delivery address different from Item 17 1:1 Yes If YES,enter delivery address below: ❑ No 81-2-118 Zuhosld David Zuhosld Steven P.O.Bo>f"Z77 3. S ice Type e,NY 11935 CBnifled all [3 Express Man Cutcho ❑Reglatered XRetum Receipt for Merchandise ❑Insured Mall C.O.D. \, 4. Restricted Delivery?(Exact Fee) ❑Yes 2. Article Number 7007 3020 0001 4586 5264 (lYensfer from service label) PS Forth 3811,February 2004 Domestic Return Receipt 102595-02•MAW r E � g LRi D ■ �: s � obi � ;,."'. R M I� U � 3 a > 0, z • �yQ N IL 11 IL m Q M (� X 7 • a v ma r°' M .L' x ( >Q c y m �� 0� • V ■ s ° N .T. R. 0 ¢D m$ 2 w` ¢v F .m , X,3 2E2T hEQ9 2000 020E Z00L Jeffrey T. Butler, PE PC U.S: POSTRGE 206 Lincoln Street I oRIC Riverhead,NY 11901 II I RIVE 1RD 1901 NY 7007 3020 0002 6834 1232 ;on; 13 ��°;E II II RMOUN: . " III III�lllllll 11 lil Y.�, 1 1000 •V 1 11935 00027626-02 81-1-13 Hellemann Veronica P.O. Box 978 Cutchogue,NY 11935 rvi I I aLT Jh. TO NOT DE: IVERABL.E AS ADDRESSED UNABLE TO FORWARD 1198271616 *0682- 0395®-23-32 339 ? 9sb7C9�6Y�2i5C't$�i il�l�����ili�(,Ilii,jliq:i�li�If�I;l�11t(]1i1�11111111�111'Inlll SCOTT A. RUSSELLJAMES A. RICHTER, R.A. SUPERVISORK-IrmMICHAEL M. COLLINS, P. . TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 '„-, hg,-,�.;.,"' Fax. (631)-765-9015 M17ICIIAI[I_COI I INS:ri'rURN$OUII IOLD_IvY_CS ,IAD411-:.RICI I I1!R,ii'rQN'N,SOL I'HOLD.NY_(IS OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Donald J. Wilcenski September 24, 2013 Chairman - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Joint Industry Board Pavilion Site Plan Duck Pond Road, Cutchogue, NY SCTM #: 1000—83—02— 17.3 Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Site Plan for the construction of a thirty (30') foot x fifty (50') foot Pavilion to be located on property owned by the Joint Electrical Industry Board. These plans have been prepared by the office of Jeffery T. Butler, P.E., P.C. and have been dated 04/16/13. Please consider the following: 1. Drainage calculations & construction details have been provided for the construction of a new pavilion and are considered satisfactory. 2. As designed, this Stormwater Management Control Plan meets the minimum requirements of Chapter 236 for Stormwater Management. If you have any questions regarding this review, please contact my office. S' cerely, "V am s A. Richter, R.A. Cummings, Brian A. From: Fisher, Robert Sent: Thursday, September 19, 2013 3:11 PM To: Cummings, Brian A. Subject: 83-2-17.3 Brian I have no problems with the site plan for the Joint Industry Board Pavilion. Bob Cutchogue Fire District Robert Fisher „F Fire Marshall 's-' robe rt.fisheE2town.southold.ny.us (631) 765-1802 office (631) 786-9180 cell CONFIDENTIALITY NOTICE:This communication with its contents may contain confidential and/or legally privileged information.It is solely for the use of the intended recipient(s).Unauthorized interception,review,use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication t AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Joint Industry Board of the Electrical Industry Address: 158-11 Harry Van Arsdale Avenue, Flushing, NY 11365 Land Owner(if other than applicant): E & C Property Holding Land Owner Address: 158-11 Harry Van Arsdale Avenue, Flushing, NY 11365 Description of Proposed Project: The application is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres. Property Location (road and tax map #): 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue; SCTM#1000-83-2-17.3 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: 1. SCTM#1000-83-2-13.8, David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date #11348 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s) successfully commencing on the 26t" day of September, 2013. ,:�L 1� 11 / Principal Clerk Sworn to before me this 1 day of 2013. &Article XXV of the Code of the Town of Southold,a public hearing will be held ft/RISTI'NVA VOLINSKI by the Southold Town Planning Board, at*ftTown Hall,Main Road,S NOTARY PUBLIC-STATE OF NEW YORK Nrsr 3ork on the 7th day of ' ' No. 01V06105050 2813 on the question of the foil-* 6:01 p.m.Proposed Lot Line Cb**e Qualified In Suffolk County for Rand,Bight Road,LLC loca%W ht My Commission Expires February 28. 2016 1085 Bight Road, on the w/s/o NSM Road, approximately 11' s/o Petty's Drive,Orient,Town of Southold,Camaty of Sn$olk,State of New York.Suffolk Cotmty Tas Map Number 1000-3,4-2- 11.4,11.5&11.6 6:02 p.m.Proposed Standard Subdivi- sion for Fohrkolb located at 1050 Gre- lon Court,at the end of Greton Court & Maple Avenue, approximately 710' c/o Grand Avenue, Mattituck, Town of Southold, County of Suffolk, State of New York.Suffolk County Tax Map Number 1000-107-3-2 6:03 p.m.Proposed Standard Subdivi- sion for Stanton,located at 845 Maple Avenue, at the end of Maple Avenue, approximately 679' s/o NYS Route 25, Southold, Town of Southold, County of Suffolk,State of New York. Suffolk Co110 mribersH)W64.1-29 1 sed Amended Site P1aa'fP#. __Joint Industry Board of the Electrical Ind usttT;h 38FI83 N ps 1�a8. Pkeik 0riffiffiP016 k of S0400K City 0 of New York.SURA Cotasty ft Numhsrs 100040-2-17.3 6:05 P.M. Proposed Amended Site Plan for Surrey Lane,LLC located at 46975 NYS Route 25,and fronts Lower Road&NYS Route 25,Southold,Town of Southold,County of Suffolk, State of New York.Suffolk County Tax Map Numbers 1000-69-5-18.6 Dated:9/12/13 • • MAILING ADDRESS: PLANNING BOARD MEMBERS ��F S0 P.O. Box 1179 DONALD J.WILCENSKI ��� Old Southold, NY 11971 Chair y OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex PIERCE RAFFERTY G • 54375 State Route 25 JAMES H.RICH IIIl (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR 'lfCow,N� Southold, NY n Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law&Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 7th day of October, 2013 on the question of the following: 6:01 p.m. Proposed Lot Line Change for Rand, Bight Road, LLC located at 1085 Bight Road, on the w/s/o Bight Road, approximately 11' s/o Petty's Drive, Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-14-2-11.4, 11.5 & 11.6 6:02 p.m. Proposed Standard Subdivision for Fohrkolb located at 1050 Greton Court, at the end of Greton Court & Maple Avenue, approximately 710' e/o Grand Avenue, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-107- 3-2 6:03 p.m. Proposed Standard Subdivision for Stanton, located at 845 Maple Avenue, at the end of Maple Avenue, approximately 679' s/o NYS Route 25, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-64-1-29 6:04 p.m. Proposed Amended Site Plan for the Joint Industry Board of the Electrical Industry, located at 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road &Vista Place, Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-83-2-17.3 6:05 p.m. Proposed Amended Site Plan for Surrey Lane, LLC located at 46975 NYS Route 25, and fronts Lower Road & NYS Route 25, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-69-5-18.6 Dated: 9/12/13 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, SEPTEMBER 26, 2013 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPYSENT TO: The Suffolk Times Kalin, Carol From: Tracey Doubrava <toubrava@timesreview.com> Sent: Thursday, September 12, 2013 11:54 AM To: Kalin, Carol Subject: Re: Legal Ad for 9/26/13 Suffolk Times Importance: High I've got this and will have published in the 9/26 edition of the Suffolk Times. Thanks. Tracey Doubrava Display Ad Sales Coordinator Times/Review News Group 7785 Main Rd. P.O. Box 1500 Mattituck, NY 11952 P: (631) 298-3200 E: tdoubravaC@timesreview.com From: <Kalin>, Carol <Carol.KalinCa)town.southold.ny.us> Date:Thursday, September 12, 2013 9:44 AM To:tr-legals<Iegals@timesreview.com> Subject: Legal Ad for 9/26/13 Suffolk Times Please print the attached legal ad for the October 7, 2013 Planning Board Public Hearings regarding the Lot Line Change for Rand, Bight Road, LLC, Standard Subdivisions for Fohrkolb & Stanton, and the Amended Site Plans for the Joint Industry Board of the Electrical Industry & Surrey Lane, LLC in the September 26, 2013 edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks. Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-3136 fax 1 • • MAILING ADDRESS: PLANNING BOARD MEMBERS O� OF soP.O.P.O. Box 1179 DONALD J.WILCENSKI y Southold, NY 11971 Chair p OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR li�'COu,M' Southold, NY n 1, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law&Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 7th day of October, 2013 on the question of the following: 6:01 p.m. Proposed Lot Line Change for Rand, Bight Road, LLC located at 1085 Bight Road, on the w/s/o Bight Road, approximately 11' s/o Petty's Drive, Orient, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-14-2-11.4, 11.5 & 11.6 6:02 p.m. Proposed Standard Subdivision for Fohrkolb located at 1050 Greton Court, at the end of Greton Court & Maple Avenue, approximately 710' e/o Grand Avenue, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-107- 3-2 6:03 p.m. Proposed Standard Subdivision for Stanton, located at 845 Maple Avenue, at the end of Maple Avenue, approximately 679' s/o NYS Route 25, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-64-1-29 6:04 p.m. Proposed Amended Site Plan for the Joint Industry Board of the Electrical Industry, located at 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road &Vista Place, Cutchogue, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-83-2-17.3 6:05 p.m. Proposed Amended Site Plan for Surrey Lane, LLC located at 46975 NYS Route 25, and fronts Lower Road & NYS Route 25, Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Numbers 1000-69-5-18.6 Dated: 9/12/13 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 12th day of September, 2013 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road Southold New York 10M13 Regular Meeting: 6:01 p.m. Public Hearing for the proposed Lot Line Change for Rand, Bight Road, LLC, SCTM#1000-14-2-11.4, 11.5 & 11.6 6:02 p.m. Public Hearing for the proposed Standard Subdivision for Fohrkolb, SCTM#1000-107-3-2 6:03 p.m. Public Hearing for the proposed Standard Subdivision for Stanton, SCTM#1000-64-1-29 6:04 p.m. Public Hearing for the proposed Amended Site Plan for the Joint Industry Board of the Electrical Industry, SCTM#1000-83-2-17.3 6:05 p.m. Public Hearing for the proposed Amended Site Plan for Surrey Lane, LLC, SCTM#1000-69-5-18.6 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this (Zfiday of� tm W, 2013. Notary blic MELANIE DOROSKI NOTARY PUBLIC,State of New York No.01D04634870 Qualified in Suffolk County Commission Expires September 30,—�� 0 • MAILING ADDRESS: PLANNING BOARD MEMBERS �OF soar P.O. Box 1179 DONALD J.WILCENSKI y� Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J. EMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) lij'COU,M' tl1, Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 10, 2013 Mr. Jeffrey Butler, P.E. 206 Lincoln Street Riverhead, NY 11901 Re: Set Hearing: Proposed Amended Site Plan for Joint Industry Board of the Electrical Industry Pavilion Located at 3800 Duck Pond Road, 1450' n/e/o Duck Pond Road & Vista Place, Cutchogue SCTM#1000-83-2-17.3 Zoning District: RR Dear Mr. Butler: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, September 9, 2013: WHEREAS, on July 18, 2013, the agent for the applicant, Jeffrey Butler, submitted an application for site plan review; and WHEREAS, this amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue; be it therefore RESOLVED, that the Southold Town Planning Board sets Monday, October 7, 2013 at 6:04 p.m. for a public hearing regarding the amended site plan for the Joint Industry Board of the Electrical Industry Pavilion, dated April 16, 2013, prepared by Jeffrey T. Butler, P.E. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting alona with the certified mailing receipts AND the sianed green return receipt cards before 12.00 noon on Friday. October 4th The sign and the post need to be returned to the Planning Board Office after the public hearing. 0 0 Joint Industry Board Pavilion Page Two September 10, 2013 If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Donald J. Wilcenski Chairman Encls. 0 Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for an amended site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-83-2-17.3; 3. That the property which is the subject of this application is located in the R-R Zoning District; 4. That the application is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres. The property is located at 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Information can also be obtained via the internet by sending an e-mail message to: Carol.Kai in@town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday. October 7. 2013 at 6:04 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: E & C Property Holdings, Inc./Joint Industry Board of the Electrical Industry Date: 9/10/13 Joint Industry Board of the Electrical Union Notice to Adjacent Property Owners 3800 Duck Pond Road,Cutchogue SCTM#83.-2-17.3 September 10, 2013 1. 83.-1-12 2. 83.-1-13 3. 83.-1-14 4. 83.-2-3 5. 83.-2-13.8 6. 83.-2-16 7. 83.-2-17.1 (-IN �TC41SEESEC.N0.- 10.12 —Z— x II�w —_____LINE 1. W• 10.13 SDUND / „uo.0PD' L9A 93 120A 1113 � .� t3ISCH.0.9 F.D. ntl ✓ 44.16 Jo sep' cj2]Nq ..OA13.5 Z 13A,(q i Yi t1Nq 5A ^ 12.6 10.18 ¢ N 25Nq " LBA tam ).6 k 129 M ILOL„RYaF stifaA 51 � 33Ny 24 (q 123 1.M otw.wwFartwranL ♦ 1.w I 8h is o a R 10 IT 122 m 2M ! 2 t].9 RJ VDAG t2u(y - nrA d 421 w 1 jt8I " 12.1 ! `] 120 4zB�, ]1 sa 137 ] J I 16 z� 1?�: f�F� ! sa J ! • d� o w ¢ y ! � � 90 861q FON PCL.NO. u SEE SEC,NO. amort-517.5 o s a \ 323 25.]AIU FOR PCL.NO. FOR FCL NO. FOR PCL NO. FOR PCL.NO. SEE SEC,NO. SEE SEC.NO SEE SEC.NO. SEE SEC.NO. FOR PGL.NO U `/- x O5SO4L00.3 095-04nm ms5t-510 ass-o+a11� sEE SEC.No. Y P WSJ-mLt '�¢ S WATCH i nm 6 tINE Ey HATCH uNE $ SEE SEC.NO 035 SEE SEC.NO 055 E �_••�w ,•,, "' ,,, _—_--_ "„,,,,, — -- ,^,,^,,,,,,, — -- �"",F,,,� NOTICE COUNTY OF SUFFOLK © N T.r soO)NOLn W SECTION No • G —z-- .....-^..N... x111 �, O ...�.. --._— ...� --.-- cea_ IlNxrenwce,N.n eraeox E E ------ --"-- --„,-- Real Property Tax Service Agency r ;Q. x. a ��a.Nal .zu w• u.uw • y� �• ' Wanly CaMNwWtl.MY11it m 83 A w+4. 0 • IrY rt[T r4.. �- ti r. .va wnwrvlwrexrf>.a�Na�s m a m Io mtbn rw P r m m 3aoe PNOPEftII'MM AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Joint Industry Board of the Electrical Industry Address: 158-11 Harry Van Arsdale Avenue, Flushing, NY 11365 Land Owner(if other than applicant): E & C Property Holding Land Owner Address: 158-11 Harry Van Arsdale Avenue, Flushing, NY 11365 Description of Proposed Project: The application is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres. Property Location (road and tax map #): 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue; SCTM#1000-83-2-17.3 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: 1. SCTM#1000-83-2-13.8, David & Steven Zuhoski, P.O. Box 277, Cutchogue, NY 11935 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date ISM / oi-XFN ZFN o,- /s -2s93 S_ _ ll-3w �'/ - MATCH SEE SEC.NO OM R fB]3-88 ry ni eStw � w O63S88 /../ /..� i 101M1 -.� _ LINE` x91�tR 10-0589 ,.../ ^• 1 s z 0681-0 _ /... /gp '^ 10.14 1 °' • 12-0688 SOUND 1 -�' PQ' 1.9A 11 04]Bb - 1113 e w J d 5 .. 9 4SA +b o 031 $ /" 13a SCH.0.9 F.D. 2 11.4 10.16 >D Q 043603 O 1.YE�, 2lA�c) R 38A p I'l1 w 11-1]-fB �� / 05]2-0] 19.5 n 62 2� "A(c) 73 f °1 i 12e l ae 0' x 2.3A1q E n ,BA d ,0.9A r 13.5FON/FveF su�FOw S 92 / 1017 1BMc) 73 q 233 f 0Eru0avFnrxcxly q 1M(e7 7 4 m 2DA . +y 123 q f dd 173127 1)MId ^ 13.1 �< 11]A \0 J i 6 B, 1 a g >J W. L 124 - Jp•,2 0 nws" ZB_m i Yl f 195J n 1:e 37,5A ti37,5A 19.7 �q ?JJ gym. CV / $ A (\. 11bVVIYKYfFOLY ?z 4M1@'+h� e M1 87 d) b � �• f �,Q 171 q A FP p 0 C f P8.]A FM PCL NO. ` f SEE SEC,NO. V j' q 'd 00601-0P.9 0 m I M3a 19.7A1[) J 0^^f RF FOR PCL NO FOR PCL NO. FOR PCL NO. FOR PCL.NO SEE SEC.NO SEE SEC NO SEE SEC NO SEE SEC NO R- FOR PCL NO V 095-01L�] 095019 09501-010 BSOt-0112 SEE SEC NO WS0]-W1A '6 E rv= w MATCH UNE - SEE SEL N0095 _ — LINE a ry _ _ _ OR SEE SEC.NO.M li L .xr.... �.. w ... ------ u.�w. --....-- o�u• --�-- NOTICE COUNTY OF SUFFOLK © N lowxv SdnIKKD w SECTION NO • E --tZ— rww (21) -e...�� --.—_ xro..� __.-- oc O2 �. aMN�x-0N� PJ RealProperty Tax Service Agency E ..._.uu. ------- a.._. o " x..u. ----- w.•.o..W --�-- Gxx193.h•F AIx.NW.N.1"R ® 83 N s�,,.� d� u.vu. --•-- J.orea.vu--•-- i11Ez x1xMxMwx ®� x M ara 0 s A 0 .e w. n .p �x�ye�wizin —__ muu. --.-- weu.---wz-- xiumx�ex wxtrws[m+c[.v><xcr P w Txrl xo 1090 PROPERTYMM Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date,place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated, proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri.. 10/4/13 Re: Proposed Site Plan for Joint Industry Board of the Electrical Industry SCTM#s: 1000-83-2-17.3 Date of Hearing: Monday, October 7. 2013. 6:04 p.m. E & C PROPERTY HOLDINGS , INC . SITE PLAN FOR THE JOINT INDUSTRY BOARD OF THE ELECTRICAL INDUSTRY • 1000 -83 =2 - 17 . 3 Amended Site Plan for the proposed construction of a 30' x 50' (1 ,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District. MONDAY - OCTOBER 7 , 2013 - 6 : 04 P . M . • New Applications: • JOINT INDUSTRY BOARD OF ELECTRICAL INDUSTRIES SCTM#: 1000-83-2-17.3 Dan Butler, Architect presented the project for an amended site plan for the proposed construction of a 30' x 50' (1500so open air-covered roof accessory pavilion and drainage on 16.6acres in a RR/AC split zoning district, Cutchogue. The Committee approves the application as submitted. Motion made and seconded. All in favor. • RATSO, LLC SCTM#1000-52-5-58.2 Colin Ratsey, owner presented the project for amended site plan for a proposed 18' x 50' (900 sq. ft.) office addition to an existing 3,200 sq. ft. building with 32 parking stalls in the Light Industrial zoning district, Greenport. Motion made and seconded. All in favor. A motion was made and seconded to close the meeting at 4:30PM. All in favor. beth Cantrell, A.R.C.Secretary • MAILING ADDRESS: PLANNING BOARD MEMBERS �O� OF SOU OlO P.O. Box 1179 DONALD J.WILCENSKI liy Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY N ,c JAMES H.RICH III 54375 State Route 25 MARTIN H.SIDORO (cor. Main Rd. &Youngs Ave.) �ycouNr+ Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 21, 2013 Mr. Jeffrey Butler 206 Lincoln Street Riverhead, NY 11901 Re: Site Plan for the Joint Industry Board of the Electrical Industry 3800 Duck Pond Road, Cutchogue SCTM#1000-83-2-17.3 Zoning District: Resort Residential Dear Mr. Butler: I am writing as a follow-up to the Work Session held on August 19, 2013 where the Planning Board formally accepted the above-referenced site plan for review. The Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner Southold Town Planning Board Work Session August 19, 2013 Page Two Project name: Joint Industry Board of the SCTM#: 1000-83-2-17.3 Electrical Industry Location: 3800 Duck Pond Road, Cutchogue Description: This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR', Zoning District Status: New Application Action: Review for completeness. Attachments: Staff Report Project name: Fohrkolb, Andrew SCTM#: 1000-107-3-2 Location: 1050 Greton Court, Mattituck Description: This proposal is for a Standard Subdivision of a 5.89 acre parcel into two lots where Lot 1 equals 0.93 acres and Lot 2 equals 4.96 acres, located in the R-40 Zoning District. Status: Pending Action: Review for Preliminary Plat completeness. Attachments: Staff Report Discussion: • Comprehensive Plan, Natural Hazards Chapter ■ Review Planning Dept. Budget for 2014 MAILING ADDRESS: PLANNING BOARD MEMBERS ` QF sorry P.O. Box 1179 DONALD J.WILCENSKI 0`i` �� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY G Q JAMES H.RICH III .'nt �O 54375 State Route 25 O ,rtV MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) l��'�Un l' Southold, NY n Telephone: 631 765-1938 Fax, 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Plannerr6 Date: August 21, 2013 l�J Re: Site Plan for Joint Industry Board Pavilion Application Name: Joint Industry Board of the Electrical Union Pavilion Tax Map Number: 1000-83-2-17.3 Location: 3800 Duck Pond Road, Cutchogue Type of Application: Sketch Subdivision Map Dated: Preliminary Subdivision Map Dated: Final Subdivision Map Dated: Road Profiles Dated: Grading and Drainage Plans Dated: Other Dated: Site Plan Dated: April 16, 2013 Revised Site Plan Dated: Grading and Drainage Plans Dated: Other (AS BUILT) Dated: Project Description: This amended site plan is for the proposed construction of a 30' x 50' (1,600 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERS �OF soar P.O. Box 1179 DONALD J.WILCENSKI y0 Southold, NY 11971 Chair > OFFICE LOCATION: WILLIAM J. F EMERS Town Hall Annex PIERCE RAFFERTY JAMES H.RICH III 54375 State Route 25 � � �0 MARTIN H.SIDOR (cor. Main Rd. &Youngs Ave.) COU , Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner Date: August 21, 2013 l� Re: Joint Industry Board of the Electrical Union Pavilion 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue SCTM#1000-83-2-17.3 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue. Thank you for your cooperation. To View in Laser Fiche: Planning Dept.; Applications; Site Plans; Pending; 1000-83-2-17.3 • • MAILING ADDRESS: PLANNING BOARD MEMBERS F soP.O. Box 1179 DONALD J.WILCENSKI �O� HQIO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. EMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III �0 MARTIN H.SIDOR �(yCOU'M (cor. Main Rd. Youngs Ave.) n 1, Southold, 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 21, 2013 Mr. Matthew Martin Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review on the Proposed Site Plan: Joint Industry Board Pavilion Located at 6245 Cox Lane, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue SCTM#1000-83-2-17.3 Dear Mr. Martin: The enclosed site plan application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, s- Brian Cummings Planner Encls.: Site Plan Application Site Plan • MAILING ADDRESS: PLANNING BOARD MEMBERS �a soVry P.O. Box 1179 DONALD J.W LCENSKI � �l0 Southold, NY 11971 ChaiOFFICE LOCATION: WILLIAM J.CREMERS CA Town Hall Annex PIERCE RAFFERTY G • OQ 54375 State Route 25 JAMES H.RICH III O (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR IgCOU M, IY" Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planne Date: August 21, 2013 Re: Joint Industry Board Pavilion 3800 Duck Pond Road, Cutchogue SCTM#1000-83-2-17.3 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue. Thank you for your cooperation. 0 0 MAILING ADDRESS: PLANNING BOARD MEMBERS �``�QF sorry P.O. Box 1179 DONALD J.WILCENSKI `i� �l0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q JAMES H.RICH III 54375 State Route 25 �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR lij'COU0 B 1111 Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Robert Fisher, Fire Marshall Peter Doherty, Code Enforcement Officer From: Brian Cummings, Planner Date: August 21, 2013 Re: Site Plan for Joint Industry Board Pavilion 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue SCTM#1000-83-2-17.3 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This amended site plan is for the proposed construction of a 30' x 50' (1,600 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue. Thank you for your cooperation. To View in Laser Fiche: Planning Dept.; Applications; Site Plans; Pending; 1000-83-2-17.3 0 0 MAILING ADDRESS: PLANNING BOARD MEMBERS �OF sorry P.O. Box 1179 DONALD J.WILCENSKI �� Q Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J. E TY Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III !�� �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR C,oU rtV Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planners\ Date: August 21, 2013 �J Re: Site Plan for Joint Industry Board Pavilion 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road & Vista Place, Cutchogue SCTM#1000-83-2-17.3 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue Thank you for your cooperation. Encls: Site Plan Application Site Plan • MAILING ADDRESS: PLANNING BOARD MEMBERS �V S0 P.O. Box 1179 DONALD J.WILCENSKI O� �Q Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. E Town Hall Annex PIERCE RAFFERTY TY G • 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR �yCOU r",��' Southold, NY 111' Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson, Chairperson, Architectural Review Committee From: Brian Cummings, Planner Date: August 21, 2013 Re: Request for Review and Comments: Joint Industry Board Pavilion 3800 Duck Pond Road, ±450' n/e/o Duck Pond Road &Vista Place, Cutchogue SCTM#1000-83-2-17.3 The Planning Board refers this site plan application to your committee for your review and comments. This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue. Thank you. Encl.: Site Plan Site Plan Application Building Elevations AN STATUS REPORT SITE PLAN TYPE: AMENDED V NEW WITHDRAWN INCTrMPLETE PROJECT NAME: b�j ZONEIPI, ZONE2:ACZONE3:_ LOCATION: 3�c cO M- HAMLET: SCTM# 1000- b3 - �)- - 17, lJ� OWNER NAME: TEL# APPLICANT NAME: Ga TEL#(_) AGENT NAMETEL#(_)_- PROJECT DESCRIPTION: EXISTING USE: PROPOSED USE: u ,rbk&rQdCO C.'n DATE BUILDING DEPARTMENT NOTICE:S/P REQUIREJTgk N ZBA APPEAL REQ IRED Y OR N /1l PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) NOTES: INFORMAL REQUEST FOR REVISIONS: APPLICATION RECEIVED DATE: / / APPLICATION PROCESS DATE: —/—! PAYMENT RECEIVED: AMOUNT RECEIVED:$ NEW SP:$500JACRE&.10/SF,n _-N cP:�Z a !�"'�},GRIC SP:FLAT$500 FEE AMOUNT:($ .00 X v =$ $.10 X I �m SF=$ NEW APPLICATION WORK SESSION(WITHIN 10 DAYS OF RECEIPT),PB ACCEPTED Y OR N —I—/ APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) BUILDING DEPARTMENT MEEETING 100-254B3(WITHIN 30 DAYS) NOTES: REVISED SUBMISSION RECEIVED: NOTES: REFERRED AGENCIES:(WITH MAPS=W/P) STZBA�STBD—STC/TB—IH—,STBT---STE—SCDHS—NYSDBC_USACORPS_,NYSDOT__,SCWA_,SCPD—SCDPW—,LWRP_ RESPONSES NOTES LEADAGENCY: TOSPA_OTBER:_RSVmW:PA n_,PART 2_PART 3_,SHORT RAF_LONG EAF NOTES: ACTION TYPE:COORDINATED:_ UNCOORDINATED:— (TYPE1:—TYPE2:_UNLISTED:� REFERRED TO:STZBA_,STBD—STCJFB_,JH_,STBT_,STE_,SCDHS�NYSDEC_,USACORPSNYSDOT—SCWA_,SCPD_,SCDPW_ SEQRA DETERMINATION:NEG DEC Y OR N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE NOTES ARCHITECTURAL REVIEW COMMITTEE: / / LWRP COORDINATOR: 7 / / / BUILDING DEPARTMENT CERTIFICATION: FIRE COMMISSIONERS: TOWN ENGINEER APPROVAL: DEROF TRANSPORTATION:DOT_,DPW_, TOS— —/—/— —/—/— SUFFOLK COUNTY DEPARTMENT OF PLANNING: —/—/— SUFFOLK COUNTY DEPT OF HEALTH:PERMIT OPTIONAL APPROVALS: ZONING BOARD OF APPEALS:APPEAL#: _/—/— BOARD OF TRUSTEE'S: NYS DEC WETLANDS/TIDAL/SPDES PLANNING BOARD DECISIONS: CONDITIONAL FINAL:—/—/— DENIED: APPROVED: FINAL: NOTES ENDORSEMENT OF SITE PLAN: FIELD INSPECTION FOR C/O: /—/— DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT /9--/ TOWN ENG I / GENERAL NOTES: 10/4f2005 Soulpold Planning Department Stat,Report Site Plan Application Work Session Date November 4, 2013 Prepared By: Brian Cummings I. Application Information Project Title: Joint Industry Board of the Electrical Union Pavilion II. Action Review all staff and agency comments. This amended site plan is for the proposed construction of a 30' x 50' (1,500 sq. ft.) pavilion with no walls and drainage on 16.6 acres in the RR Zoning District, Cutchogue. III: Analysis 1. October 7, 2013 Public Hearing: a. Concerns were raised and addressed regarding the intended use of the pavilion, hearing was subsequently closed. i. Jeffrey Butler: The design intent was to create an open air structure which would be used in conjunction with the swimming pool area for sitting outdoors in the shade and it's not concerts or anything like that that I've been told. We are not increasing the density of people that visit the site; it's just an area for people to congregate outdoors under shelter. b. SEQRA Type II: Part 617.5 (c) (7) "construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use 2. Town Engineer a. Drainage calculations and construction details have been provided for the construction of a new pavilion and are considered satisfactory. b. As designed, this Stormwater Management Control Plan meets the minimum requirements of Chapter 236 for Stormwater Management. 3. Fire Marshall a. No objections or modifications to the proposed site plan for the pavilion. 4. Cutchogue Fire District a. The Board of Fire Commissioners responded with no objections or 1 0 0 modifications to the proposed site plan for the new pavilion. Any necessary equipment and apparatus will be able to safely maneuver should services be warranted. 5. LWRP a. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, the proposed action is CONSISTENT with the LWRP. 6. Architectural Review Committee (ARC) a. The Committee reviewed the proposed project and approves of its design as submitted. 7. Chief Building Inspector a. The proposed use of a Pavilion is permitted in this RR zoning district and is so certified. 8. On-site Parking: a. The proposed pavilion is for the use of the guests of the hotel on site and will not be open to the public. Fifty-five (3) parking stalls including three (3) ADA compliant exist on site b. This application is eligible for a waiver of parking requirements because there is no need to provide for additional parking V: Staff Recommendations 1. Based on the above items listed above, all site plan requirements listed in §280-133 of the Town Code have been met and it is recommended that the above referenced site plan application be scheduled for determination by the Planning Board at the November 4, 2013 public meeting. 2 Soulld Planning Department StAPReport Site Plan Application Work Session — Completeness Date August 19, 2013 Prepared By: Brian Cummings I. Application Information Project Title: Joint Industry Board of the Electrical Industry Pavilion Applicant: Joint Industry Board Date of Submission: July 18, 2013 Tax Map Number: 83.-2-17.3 Project Location: 3800 Duck Pond Road Hamlet: Cutchogue Zoning District: RR/AC II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 16.6 Building Size 30'x 50' (1500sf) III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis 1. Existing: a. West Motel: 8,030sf b. East Motel: 8,285sf c. Restaurant: 3,145sf d. Cabana: 1,634sf e. Training Center: 18,OOOsf f. 55 Parking stalls including (3) ADA 2. Proposed a. 30'x 50' (1500sf) Open Air Pavilion with Roof b. Two (2) 8'x 4' deep drywells 3. Bulk Schedule/ Code Requirements a. Lot Coverage i. 5.41% existing ii. 5.62% proposed iii. RR max = 25% iv. AC max = 20% b. Landscape Coverage 1 0 i. 33.5% existing ii. 33.3% proposed c. Setbacks Proposed Required Front yard ±632' 60' Side Yard e ±287' 20' Side Yard W N/A 20' (45' combined Rear Yard ±239' 75' 4. Staff Analysis: a. Following items should be addressed: i. Proposed lighting in or around the pavilion? ii. Proposed landscaping around the pavilion? iii. Are additional parking spaces necessary for this structure? iv. What is the intended use for this structure and would the intended use bring more people to the site or only be there to accommodate members already staying at the resort? V: Staff Recommendations 1. Accept the application as complete to begin staff review and processing. -This proposal will be referred to the ARC for review. Their next meeting is this Thursday at 4pm in the Annex Boardroom. Southold Planning Department• Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Joint Industry Board of the Electrical Industry Pavilion Completed by: Brian Cummings Date: August 19, 2013 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for site plan applications. (3) A completed environmental assessment form. (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and address of the landowner on record: I [1] The names and addresses of adjoining landowners. I [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. l (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given l to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the I nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest I tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed N/A 1 Checklist for Site Plan Application Completeness Southold Planning Department • restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. I (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands I and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. l (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and l adjacent to the property. (d) The location and use of all buildings and structures, Proposed pavilion including curbcuts, within 200 feet of the boundary of the N/A is±500' from Duck subject property. Pond Rd and ±400 from dwelling to the east 2 Checklist for Site Plan Application Completeness Southold Planning Department• (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian X circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. X (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (t) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and X location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes: N/A =Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. Checklist for Site Plan Application Completeness Southold Planning Department 4 Checklist for Site Plan Application Completeness SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM Site Plan Name and Location 011 J�'IWY.?Lu Pt'6�pf7 Cir- -Fqe. Site Plan Name: k4r.-I Application Date: f / l0 Suffolk County Tax Map #1000- �'? - 2 -L Other SCTM its Street Address: /i22_a4- PONS -4 +T7 Hamlet. Distance to nearest intersection:` / p� �f Type of Site Plan: New V Amended Residential Zoning District I-T``"�F Owners/Agent Contact Information JUI- 182013 Please list name, maihnig address, and pho, senumber or the people below: 1 Property Owner : jl ,,-r }r l Q/C� !/fj�RR� /ice ft( 't� +�� t x�✓.��r Street JJ City State _Zip Home Telephone '7�!b, 5q �oc)6 Other Applicant ioft,4 Street City � State �0MC-_ Zip c Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* </ 1� E2arL -e4 — YF� fC Ale-L tz-'tbE Street ! eP INcoclj /1 City �lyC.�i t� 7 State ti Zip (j4q6j Office Telephone Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Fornr 2/18/2010 Site Data Proposed construction type: Aew _Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: �0. 5 ac sq. ft. Site Plan build-out acreage or square footage: 1,6CO ac./ q. ft Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: / Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y V N If"yes", explain (and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No V If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Ho" Ntt G'4--VAr-� trt"—+ty kc�q List all proposed property uses: _TCT;E4 ./tet le-- SPI �i11 Other accessory uses: Existing lot coverage: I�F */o Proposed lot coverage:�_�% 1 Gross floor area of existing structure(s): 10 sq. ft. Gross floor area of proposed structure(s): 40&0!2 N/li Parking Space Data: # of existing spaces:_# of proposed spaces: Loading Berth: YesNo_ Landscaping Details: Existing landscape coverage: 11)SL'/o Proposed landscape coverage: /o Wetlands: Is this property within 500' of a wetland area? Yes 1/No Maybe_ I, the undersigned, certify that all the above information is true. Signature ofPreparer: L Date: 7. 1 '12 2 Site Plan Application Form 211812010 APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK 6 f 2?jfz b r ', 1 et:- being duly sworn, deposes and says that he resides at - i r f/,92 e y ✓A,4 /`fees o fz& t4ysN .-4 by 1(1('� in the State of NewYo and that he its the owner of the above property, or that he is the OICt� of the L4 C p /�jPEwi`i /4,q/,y& jgk)G (Title) (Specify whether Partnership or Corp.) which is hereby making application, that there are not existing structures or improvements on the land which are not shown on the Site Plan, that the title to the entire parcel, including all rights- of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads, that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. E Signed F \ Owner �. Signed (ParKer or Corporate Officer and Title Sworn to me this day of �� 3 Notary Public WMIUM M11lPtbiG M552 OIIAAIE b Nas�u Cant �,. In rJr 33,X4.1 OWNER AUTHORIZATION la- A(Aew Y VlgN /zfi)/�F 1, �E��fz D /%1 residing at S R f N Al y /r.? 6j— (Owner j(Owner of Property) (Owner's Current Mailing Address) owner of the property located at Iri t / ) �� (Owner's Telephone Number)) (Property Address) q tc t✓ N- Tax Map No. roperty Address) do hereby authorize Jeffrey T. Butler P.E.,P.C. , located at 206 Lincoln St. (Agent) (Address) Riverhead. NY 11901 to act on my behalf and (Address) take all actions necessary for the processing and issuance of a Site Plan aendment for the above property. SIGNATURE OF PROPERTY OWNER Swoto______before me this S ay of 20 VrMubk, tab of NMaryPubl�,State of NewYodt No.02MU4777552 Gaeilfled in Nam C=* OoanresimlEvkuJaa31.Z-4 NOTARY PUBLIC 40 0 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 13, 2012 TO: Jeffrey Butler (E&C Property Holdings) 206 Lincoln Street Riverhead, NY 11901 Please take notice that your application dated April 19, 2013 For permit to construct an accessory pavilion at Location of property 3800 Duck Pond Road, Cutchogue MAY 142013 County Tax Map No. 1000 - Section 83 Block 2 Lot 17.3 Is returned herewith and disapproved on the following grounds: The proposed construction requires site plan approval from the Southold Town Planning Board. You may apply to this agency directly. Authorized Signature CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. F +�d. Town of Southold - Chapter 236 - Stormwater Management /yg SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) LICANT NAME: Owner- are-Cory M•Conbaclor orether(Cnc),eneJ Propedl.OVNEP gDigennnhan AMIce s RV�/Y oy II V' Addrtu: 1� j TaNphorrt Y• a.�� 150m N. �r� TeNPlane •//�..� Fie& E-Map AwIF.(,� N Pmpwty Addrem- NA42 Brief Daaipoon of Construction Activity,Proposed StmCIB d BMPs,Soil S.c.7.M.Y: 7000 Stahahmfioe BMP;F"e¢Scope and/or SegUeam of Comtroclion Activity �V Bbea br lfV•Me Mld/mY�Wpeae Nraso) [tuns otCmtrac�r andlu CoreerA Pe•von Rnponalbk for Mrrpbmenblim ol9WPPP: 4 0W- �_YA _- 2b �[ Q EI•� I Iry Add revs[ _ .P--_ �4_171d I9N4___lN�- ---- -- TateplrvrreY: F.#: ___ _ ______ ______________ tb W Persory Reaponefhle for kMellalion B MAinhrunm of Emabn Conhd Practice: E- / ,i_'- -•' f' --- - - --------- F.- # , E-Mall: --------------- ----------------------- ------ i ProieO ea of Au ________________________________________._-.__ TOW Area of land Clr q ����'')�4 .. Pro)ecl PaCPl9: • andor Gmund DtsruNance'. /�Vw !{ ------ Is r.raaul T . Pmjecl eurallcn: Stan End - ------------ (Ankopaled) - - . _____ WIII this Project Dfsturbe five(5)or More Acres at Proposed Development 7 Yes No ____________-------------------------------- Any One Time During the I/YES:PIeaw Amwer e,e Followhgl --------------------------------------------------- a. --_-._______.__.._____________...-__-_ ____a. Does the Applicant have a Qualified Inspeclor On Stag To Conduct the Required Inspections 7 Yes No b. Does the SWPPP Indicate Hae frequently the Site O tis[the NAMES m desttipaon of all Patenddly Impacted Wal r dks.",n Wetbnds: Inspections wig Occur and for What Period of Thee 7 Yes No ;.. c. Does the SWPPP Adequately Identify All Temporary � � ___.._.__.__-______-__..-__..___--___.. , and/or Permaneot5011 SlabolMagon Measures 7 Yes No ----------- ---------------------------------- . . d Does th SWPPP Adequately,Identify a Complete. Q 0 -------------------:._--_------------------- -------- ' Project Phasing Plan? Yes No sinus or Im <bd web e. Does the SWPPP Indicate Additional Site Specific FI " d+edY:fee.TMOL,sor(ai Listed Imwlred_) Practices that Will be Utilized to Protect Water Quality 7 Yes No 1. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review 0 Type or Impeded Waterbody.(eg Laha Cre<k Eay P d,sourµFreahvrderneWnd-.) by the Town of Southold 7 Yes No BONNIE-D: BU — -- STATF OF NF.W YORK, No.01 BU6185050 COUNTY OF...........................................SS Qualified In Suffolk County That T,.........._.._.__� , bend sworn,de Comr�tiss(� "' •..................._........---................... g duly prises an says a rnJsnelnt-for Permit, tleilne o1N&,id,el egNrg DxyreN) =�-t-._. ...ate+ And that he/she is the ............._....... ..... : Owner and/or representative of the Owner or.Ownera,and is duty audxwized to perform or have pmfomted the said work and to make and file this applicatiorK drat all Statements contained in this application are frac to the bat of his knowledge and belied,and that the work will be performed in the manner set froth in the application filed herewith. Sworn to before me this; - .._.....c .�f �._.: nr .:..._. _� ..... 20.13 - ........... ..'..... / ------ . Notary Public: .`..)—. :�, Isq„ahaedAppsmml I SWPPP Assessment FORM: 0312 TOWN OF SOUTHOLD • BUIL* PERMIT APPLICATION CHECKLIS-I BUILDING DEPARTMENT o you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees n r p p C.O.Application D r S Er Flood Permit Examined 120 D Single&Separate APR 23 2013 Storm-Water Assessment Form ontact: Approved 20 BLDG. DEPT. Mail to: TOWNOF Disapproved a/c 7a OG JK/AJ Phone: ���R —09&b Expiration , 20 (.Je.C]c frv- ildin Spector APPLICATION FO Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C (As on the ta6roll br latest de ) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whichro osed work will bed e: House Number Street Hamlet 22 County Tax Map No. 1000 Section Block Lot V7 - J Subdivision _ Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy AA41 b. Intended use and occupancy A tiPyL-f 3. Nature of work (check which applicable): New Building _Addition Alteration Repair Removal Demolition Other Work J� �7�� (Description) 4. Estimated Cost �G[ f-"/ � _ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units _Ntiurabei`o`f dwelling units on each floor rl� If garage, number of cars V N� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ,/Dimensions of existing structures, if any: Front_ Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire ttew construction: Front Rear 050 Depth Height 12 Number of Stories_ 9. Size of lot: Front AjLJS! RearI2°1�'lDepth �n2512 • 57 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated _ V+- .4 A-C' 12. Does proposed construction violate anyzoning law. ordinance or regulation? YES_NO V/ 13. Will lot be re-graded? YES_NO V/Will excess fill be removed from premises? YES__NO__�/ 14. Names of Owner of premises Address Phone No. Name of Architect V•e - Address 100 liAta 4-t" Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF gU:F-Fol 'tat."I" il)u+ttit-- being duly sworn, deposes and says that (s&is the applicant (Name of individual signing contract) above -1name d�, (S He 's the �tejt-&�4' Z �Y (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said wort: and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 23rd day of Amo+-i I 2013 Teat/wI� OINA A.LOCKE � I b &tbOS057960 Notary PublicState of Name Ybrk NO=suftm Signature of Applicant .Mrcanmle.wn ewites orrdorm IS 60�1 FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION YJ Initial Determination r 3 /3 Date Date: /3 Sent: Project Name: Project Address: � Suffolk county Tax Map No.:1000__a-1-4;2--11-5- Zonin�Rl§tr)ct; Request: 5 (Note: Copy of Building Permit Application and supporting documentation a§ to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: /�sped Initial Determination as to whether site plan is required: n Signature of B ns� Planning Department (P.D.) Referral: Date of Comment: s 1- l—�s— P.D. Date Received:-- l 3 13 L ro omments: Si1e_- i } Signature of Planning Dept. Staff Reviewer Final Determina_ion Decision: f l]niiriina lncnector TOWN OF SOUTHOLD BUILIERMIT APPL..r.CATION CHECKLIS] BUILDING DEPARTMENT ou have or need the following,before applying': TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees D C.O.Application U X29 L li Flood Permit Examined 120 D Single& Separate APR 2 3 2013 Storm-Water Assessment Form ontact: Approved ,20_ BLDG. DEPT Mail to: ETOWN OF GDUTHOLDyQ,t,,t Disapproved a/c Phone: ;200 —B o�a Expiration , 20 (�/np v' J,6 oe Building Inspector APPLICATION FOR BUILDING PERMIT Date �� 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Pen-nit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises E (As on the t oil or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whichro osed work will bed e: o , House Number Street Hamlet 2 County Tax Map No. 1000 Section Block 2 Lot 17 • ZJ Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy _J1�2L~f 3. Nature of work (check which applicable): New Building__ Repair Removal Addition Alteration �7� Demolition Other Work 4. Estimated Cost # f Crpq Fee (Description) 5. If dwelling, number of dwellingunits (To be paid on filing this application) N nnbei'bf dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �u ,,_ Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth/ p Height Number of Stories D! Dimensions of entire pew construction: Front ( f Height -1 l Rear_ �JO Depth g Number of Stories 9. Size of lot: Front_ A�71 .12' Rear ITdit . Depth 1,42 0 • S? 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 1h�--F— 4 ,:c, 12. Does proposed construction violate any/zoning law, ordinance or regulation? YES_NO V/ 3. Will lot be re-graded? YES_NO V Will excess fill be removed from premises? YES__NO--L/ 4. Names of Owner of premises Address Name of Architects Mrd Phone No. � �'e - Address 6 tanto Irl- Phone No Name of Contractor Address Phone No. 5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 5. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 3. Are there any covenants and restrictions with respect to this property? * YES NO " IF YES, PROVIDE A COPY. FATE OF NEW YORK) SS: )UNTY OF -fFo( ) "I r.}� +telz— being duly sworn, deposes and says that(s>h is the applicant (Name of individual signing contract) above named, Hs the sslslf,4—+ Z *f-e . t.f � (Contractor, Agent, Corporate Officer, etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; t all statements contained in this application are true to the best of his knowledge and belief; and that the work will be formed in the manner set forth in the application filed therewith. orn to before me this 23rck, dayof_ Alpri I 2013 1Vf^ Notary Public Nolwypubksuteolkewyak Signature of Applicant �•canmyle�WC0=qI5 Town of Southold 0 • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Ixcept minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. - B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# /ObO -�- 2 — 17. `Lj Jul_ 182013 PROJECT NAMEnN� tCLt-✓�f'`r} P641 The Application has been submitted to (checkappropriate response): Town Board ❑ Planning Board L'J Building Dept. i Board of Trustees ❑ L Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: u Nature and extent of action: �ibd-t i�Y�' d�I .r/',G��l LSll�f Coy>%i�p r1�t/000CG�-/t��l�t 2�SO r IN l`rzl C1��t�dg�. Location of action: Gtr os-417 (`off • Site acreage: ` Present land use: W� )p- :t, 1 t ,ct Irl 1—G-� ( 1 J Present zoning classification: �e FI 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: ' (a) Name of applicant: )o;'-S' .'yWe.�t�'-f � ! bT er- 4e, .kt-5i t,t aL (b) Mailing address: ✓V' C fyGrlt7b�-� {�IIv (c) Telephone number: Area Code (d) Application number, if any: Will the action be di ectly undertaken, require funding, or approval by a state or federal agency? Yes 11No If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. dyes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III— Policies Pages 3 through 6 for evaluation criteria 11 Yes ❑ No 1� Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Rryes ❑ No ❑ Not Applicable v ' Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III— Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No Not Applicable r J Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑ N0 Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ NOX Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wa�stjes. See LWRP Section III- Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No j1�J Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes❑ No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's •er-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III- Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ NOA Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes 1:1Nxot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III-Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ NoxNot Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. [-] Yes ❑ No N Not Applicable PREPARED BY -�N Z TITLEl rl - DATE Amended on 811,'05 617.20 Appendix C *ate Environmental Quality Revis SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I -PROJECT INFORMATION To be completed by Applicant or Pro'ect Sponsor) 1. APPLICANTI PON�SSO,R�.,�� ,�7 2. PR JECTNAME y� I.tllft� - I6. �Gt�1F� ,c{ �►u Vl�. ' l 3. PROJECT DCATION: Municipality v` �Ti�� County 4. PRECISE LOCATION(Street address and road intersections,prominent landmarks,etc.,or provide map) 5. PROPOSED ACTION IS: ElNew Expansion ❑Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: 7. AMOUNT OF LAND AFFECTED: Initially acres Ultimately J. J~ acres 8. WILLP POSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? Yes No If No,describe briefly r fescri T IS ESENT LAND USE IN VICINITY OF PROJECT? Residential ❑Industrial Commercial Agriculture Park/Forest/Open Space WHA e: 10. DOESACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FED L,STATE OR LOCAL)? Yes No If Yes,list agency(s)name and permit/approvals: ".--I F-4A4Lv�' �'Y-t 11. DOE ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? Yes r-1 No If Yes,list agency(s)name and permit/approvals: 7ow�-1 o.� g-cxs�'s�t-✓�' �"'� f Iii-��r i7�G f '�tzl-�-�j_ 12. ASA ULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? Yes No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: f ci I(t A Date: e7, 1 �� Signature: If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 Reset PART II - IMPACT ASSESSMENT To be completed by Lead Agency) A. DOES ACTION EXCEED ANY TYPE I TH OLD IN 6 NYCRR,PART 617.4? If yes,coor*the review process and use the FULL EAF. Yes No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative declaration ma be superseded by another involved agency. Yes No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten, if legible) C1. Existing air quality,surface or groundwater quality or quantity, noise levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: C2. Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain briefly: C3. Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly: C4. A community's existing plans or goals as officially adopted,or a change in use or intensity of use of land or other natural resources?Explain briefly: C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly: C6. Long term,short term,cumulative,or other effects not identified in C1-05? Explain briefly: C7. Other impacts(including changes in use of either quantity or type of energy)? Explain briefly: D. WILL THE PROJECT HAVEAN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? 0 Yes n No If Yes,explain briefly: E. IS THERE,OR IS THERE LIKELY TO BE, CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? Yes r-1 No If Yes,explain briefly: PART III-DETERMINATION OF SIGNIFICANCE (To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above,determine whether it is substantial,large,important or otherwise significant. Each effect should be assessed in connection with its (a) setting (i.e. urban or rural); (b) probability of occurring; (c)duration, (d) irreversibility, (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question D of Part 11 was checked yes,the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CEA. ❑ Check this box if you have identified one or more potentially large or significant adverse impacts which MAY occur. Then proceed directly to the FULL EAF and/or prepare a positive declaration. Check this box if you have determined,based on the information and analysis above and any supporting documentation,that the proposed action WILL NOT result in any significant adverse environmental impacts AND provide,on attachments as necessary,the reasons supporting this determination Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of ResponsiGle Officer Signature of Responsible Officer in Lead Agency Ignature of Preparerdifferent from responsible officer) Reset • MAILING ADDRESS: PLANNING BOARD MEMBERS HI O��QF suuryo So P.O.BBox 1179 11971 DONALD J.WILCENS /_ Chair OFFICE LOCATION: WILLIAM J.CREMERS T T Town Hall Annex PIERCE RAFFERTY G • O 54375 State Route 25 JAMES H.RICH III Qp (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR 19 C0U�rti Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: July 18, 2013 Re: Payments Please deposit the attached check into 8691: Deferred Revenue. Fee is for a site plan application not yet accepted by the Planning Board. Applicant/Project Name & Tax Map Amount Check Date/No. Type # Joint Ind. Bd. Electrical Ind. site plan 83-2-17.3 7/16/13 -#17020 app. fee $400. LR Aft. 0 EG1UCl1 ( ir4. �e I,F1J t F Ttl� �(CALJNPMSTRY 2t0 r. 17-32© PAY TOTib RATI s MW J0*y y flu f 4 r 'a NEW. IVIY1 tV�'V �O sGY. �.'.:.4I,�.W.• w +"`^"L: 114000 170 20118 1:0 2 100 10 3 31: 00 &"'DO L 3 713 5911' CONTRACTOR NOTES: CODE SYNOPSIS: 1 2 3 I. ALL WORK &HALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND CODE: BUILDING CODE OF THE STATE OF NEW YORK 2010 24" -1' - 6" 2 - 6, 2 „ �, _ 8„ 2 T, B,. 2 „ T, 6„ 2 „ BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OF CONSTRUCTION OCCUPANCY CLASSIFICATION, / PRACTICE. ASSEMBLY GROUP A (A-3) 12" 9' - 8" THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THI6 _@ PROJECT, 2. THE CONTRACTOR 5HALL VERIFY ALL CONDITIONS AT THE SITE ANY DISCREPANCIE5 MUST BE CONSTRUCTION TYPE: 55 (VE) A5 m BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE '<v W CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK AREA , C A 1 -C I I A TI/'1f.I L' _ _ _ _ _ _ _ _ _ EXCEPT FOR HIDDEN JOB CONDITIONS. f'i.6.GC'Y_S./Eil..St4f,La'!-'! Sl IYV .• t -. ",, •` • ° . 3. CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED PROPOSED AREA: 1500 SQ.FT. N • ' N ' " L 4 — IN THE WORK WILL BE NEW, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND J J L J L J DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. TOTAL, 1500 SO. FT a 4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, _ _ 8" T'HK. P-C. WALL ON j SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH m _ B" X 16" P-C. FOOTING aa THE WORK, AND HE SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE m m B )' a WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE o n DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE _ ENGINEER. � • I � O 5, THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND 6HALL REMAIN THE PROPERTY OF THE ENGINEER AND ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 18 EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN - AUTHORIZATION OF THE ENGINEER. J -� 6. THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION, ON-SITE INSPECTIONS AND •' / CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING DEPARTMENT. m m 4" P.C, SLAB • . �� m m ON GRADE b m m 1 INSTRUCTIONS FOR THE INSTALLER , A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION CATALOG - C-2009). INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY n - - - - - - - - ( /� CAUSE THE CONNECTION TO FAIL, ISD FASTENERS ARE COMMON NAILS (e GA x 3 1/2'7 AND CANNOT BE 1��•//J REPLACED WITH ISD SINKERS (9 GA x 3 1/4'7 UNLESS OTHERWISE SPECIFIED. -� L B, BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/I6" LARGER 24" X 24" P.C- PILLAR BATE ON THAN THE BOLT DIAMETER (PER THE 1997 NDS, SECTION 8.1.2.1.X _ i0 m 32" X 32' X 8" P.G. FOOTING G. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. m m -IL a ^U D. USE PROPER SAFETY EQUIPMENT OR AS RECOMMENDED BY OSHA. E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW PROPER WELDING PROCEDURES 4 W AND SAFETY PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.B. STANDARDS. QI _ F-, INJURE i OPERATOR OTHERS. - _ - ^ V F. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND IN RE HE PERAT R .,_�— _� 1 _ _ J _ FP NAIL TOOLS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS \SIJ// F+i ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE LU u USED, FOLLOW THE MANUFACTURER'$ INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. `� • J Z G. JOI5T SHALL BEAR COMPLETELY ON THE CONNECTOR BEAT, AND THE GAP BETWEEN THE JOIST END AND /� mLD THE HEADER 64ALL NOT EXCEED 1/8" PER ASTM TEST STANDARDS. FOUNDATION 4 FOOTING PLAN H. FOR HOLDOWNS, ANCHOR BOLT NUTS SHOULD BE FINGERU4 co -TIGHT PLUS I/3 TO 1/2 TURN WITH A WRENCH, WITH 1 CONSIDERATION GIVEN TO I-OBSI15LE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER- SCALE: I/4" . 1'-O" d Y cl Ol TORQUE THE NUT, g N iii 1 2 3 50' D„ ° W _ 4 ( 5 J COMPACTED BACKFILL 2" �1 21' 2" ,, - B" 20 2" � SHALL COMPLY WITH SECTION 1803 OF B.C,N,Y, . AS NOTED BELOW I' - CJ" 9' - 6" 9' - B" 9' - 8" 9' - 8" 9' _ 6" p _ SOIL TESTING, SOIL CLASSIFICATION AND BEARING CAPACITIES, FOOTING AND FOUNDATION DESIGN SHALL BE IN ACCORDANCE WITH N.Y.S. BUILDING CODE CHAPTER I8. 1 1/4" 5 /21, I I/4" T64"X4"XI/4" WITH ENGINEER: 284"X4"XI/4" WITH / T54"X4"XI/4" WITH I/4" BASE PLATE A. MATERIALS v 1/4" BASE PLATE A-5 1/4" BASE PLATE E OF N - 1/ - 3/4"0ANC HOLES FOR I. FILL AND BACKFILL MATERIAL OBTAINED FROM ON-SITE GUTTING OR EXCAVATION OR SOURCES LOCATED AWAY ` DOWNSPOUT ♦y P EY L `O FROM THE CONSTRUCTION SITE (BORROWED) SHALL BE GLEAN BAND, GRAVEL, EARTH OR A MIXTURE OF THERE ` _ I/2" ANCHOR BOLTS - `� 9� CONTAINING NO ORGANIC MATTER WITH A MAXIMUM SIZE OF 4". 4" ✓ i0 TS 4"X4"XI/4" WITH 2, COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED SAND OR 'BANK RUN'. GRAVEL FROM L, 1 SITE OR SOURCE APPROVED BY THE SOILS ENGINEER AND APPROVED AS SUITABLE MATERIAL FOR THE PURPOSE THK. BABE PLATE OF SUPPORTING THE SLAB ON GRADE. MINIMUM BEARING CAPACITY TO BE 2 TONS PER SQUARE FOOT i 3 TON _ \ 'Oq0 34 3 �aU PER SQUARE FOOT FOR FOOTINGS. `( \ j 611 CM4 ASE W/ STONE VENEER TO MATCH EXISTING - SS ON"m m J T. ❑SEER, P.E. 8, COMPACTED BACKFILL LL EXCAVATIONS AS WORK PERMITS, BUT NOT BEFORE CONCRETE WALLS AND FOOTINGS 1 c HAVE ATTAINED FULL DESIGN STRENGTH AND PIPING AND OTHER CENTS BELOW APPROVED, HAVE BEEN TESTED AND m 0 Q APPROVED, I. PROMPTLY BACKFI � z 4" 2. BACKFILL AND FILL TO NEW SURFACE GRADES AS REQUIRED, IF SUFFICIENT1/ B 4" BASE SOUND AND APPROVED FILL BASE WITH Ei O MATERIALS ARE NOT ON HAND TO COMPLETE FILLING OPERATIONS TO REQUIRED GRADES, PROVIDE SAME, I/ PLATE O N TS4!>w--XI/.V' WITH-- - - - - - - - - - - 3. FILL SHALL BE CONSIDERED AS SATISFACTORY BEARING MATERIAL, THEN PLACED IN ACCORDANCE WITH THE 6` 1/4" BABE PLATE , a a m FOLLOWING PROCEDURE, T$ 4"%4"X1/4" WITH ;r 1 I/4" iHK. BASE PLATE A) BEFORE PLACEMENT OF FILL THE EXISTING GROUND SURFACE SHALL BE STRIPPED OF ALL ORGANIC GROWTH, 0 M01 m 1 N H. ' WOOD, RUBBISH, DEBRIS AND OTHER DELETERIOUS OR UNSUITABLE MATERIALS. AFTER STRIPPING, THE GROUND m O p" cD IY SURFACE SHOULD BE COMPACTED TO THE DENSITY DEBCR15ED BELOW. O fe m n T Ww B) MATERIALS FOR FILL SHALL CONSIST OF CLEAN GRANULAR SOIL CONTAINING NO DELETERIOUS MATTER. IT cp� : ��■11 CN O z 13SHALL CONTAIN NO PARTICLES Q ING 4" IN T DIMENSION, BE WELL. MORE THAN 12% BY WEIGHT OF MATERIAL PASSING ITS OPTIMUM U MOISTURE CONTENT, IN GRADED M AND NOTC) 1 NON-SHRINK GROUT "i m A3 z an 6„ \ r W FILL SHALL BE PLACED AND COMPACTED AT ITS - 6° � 7 Z O O 4 - 1/2" ANCHOR BOLTS GREATER THAN ONE FOOT THICK AND EACH LATER SHALL BE COMPACTED TO A DENSITY Oci F 98% OF ITS MAXIMUM _ 1 ~�j 0 t2 Y t2 DENSITY AT FOOTINGS t 95% OF ITS MAXIMUM DENSITY AT SLABS AS DETERMINED BY ASTM P1551 (MODIFIED O - �,"- - - - - - - - - �(` PROTOR DENSITY) FIELD DENSITY SHALL IN BE VERIFIED BY IN-PLACE DENSITY TESTS MADE ACCORDANCE WITH t` - - - - rr�- " U O U W � IO r ILL HE ASTM DI556 (BAND CONE METHOD). FILL SHALL NOT BE PLACED WHEN FROZEN OR ON FROZEN SUBGRADE. 1 Ey D) COMPACTED FILL OPERATIONS SHALL BE CONTINUOUSLY INSPECTED BY A SOILS ENGINEER. V U) LL m m w W O m m 7/7 z Z 3 f0 6" j T84"X4"X1/4" WITH T84"X4"XI/4" WITH T64"X4"XI/4" WITH Q Q BUILDINCs CODE OF NEId �J YORK Lr T 1 1/4" BASE PLATE 1/4" BASE PLATE 33 1/4" BASE PLATE 0 A-3 PAGE: ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, (LATEAUTHORITIES HAVING JURISDICTION.ST EDITION), AND BASE PLATS DETAIL - - - - - _ - _ _ ' II 1111 F_' .,, SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY ALL ' O ;k�,� % ir;i, / -I- ,� ' ,'` D �� I� v=__li, 1 f� _ 11y SCALE: I V2" = Y-O" _ s� poi :q; �q; SUL 16 X13 �a� s a 1 FLOOR PLAN `J _1 2 SCALE: 1/4" - P-Q" m N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARETHE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTIONOR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,W PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITTH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ,4LLoujABi E DEFLECTION OF 1JR4r1C_1_y1�AL_ I ILI ER-5 A 5 T T T r u_. Y l..9/41`-X-IL9/�0° _.___L_._ _I119141' XI-11 9/Y'=-1.- _.--I ? ML. H DER - - _ I __ "-p '�_ DEFLEC110N 11 - - - M N ER M HEADER ALLOWABLE - STRUCTURAL MEMBER F T T T T T T T T 9}1 0/ �t1Y /0 �9) 19V4 -!1C 119/B -- (07 I /4 X ML. HEADE L. HEADER, - A O RAFTERS HAVING SLOPES GREATER THAN 3 / I2 VI00 f- -- - -- :" I I WITH NO FINISHED CEILING ATTACHED TO RAFTERS �� h" ------ ----1- --1 - I T-- /L O \ a ROOF TRUSSES V360 INTERIOR WALLS AND PARTITIONS H/ISO ! pQWj \ \ 1 O FLOORS AND PLASTER CEILINGS V360 = _ �l \ pE U II - ! _ m _j LINE OF ROOF ALL STRUCTURAL MEMBERS 1/240 �"l \4 o U EXTERIOR WALL WITH PLASTER OR STUCCO FINISH H/360 U � \ EXTERIOR WALLS - WIND LOADS _ _ u2ao w / _ WITH BRITTLE FINISHES ° - - - - - 6U5TB -FRAM - r� �- - BN� OF STONE VENEER - EXTERIOR WALL6 - WIND LOADS _ �I //I 7RI�55J GUI'OLA - - cA UMN BELOW WITH FLEXIBLE FINISHES a VI20 - t -GTT / / - \ +1 � - - - - - - - m • SPAN HEIGHT - - r e(\ NOTE: L • SPAN LENGTH, H P _ PRE-ENGINEERED ROOF TRU 6 \ / PRE GINEE ROOF TRlJS6 a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS O,1 = O r ,: \ IDLE \ / / 0 24 O.C. X 1pQ TIMES THE COMPONENT AND CLADDING LOADS FOR THE O - 24 O.C. - �,_ _ +R- + -� + + -\j\- + + - -- - - - -'- - PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. 3 _ _ LOAD IF t LINE OF SLAB BELOW C14 --_ _ _ _ - - _ _I 'mil_ - ( c 1 WIND 120 MPH EXP. 'B' ENCLOSED PER FIGURE 1609 1 / 1 \ �/ NOTE: THE TOTAL AREA OF OPENINGS ON THE BUILDING ENVELOPE (WALLS AND _ - - L---_ - ROOF AREA) IS LESS THAN 10% OF THE TOTAL AREA (ACTUAL • 4.9%). BUILDING LL IS DESIGNED AS AN ENCLOSED STRUCTURE. / Lj HSA r DESIGN WIND PRESSURE PER ASCE 1-2002, a�Q \ 1 -Q SECT. 6,5 a 8¢', O X N U ql ROOF UPLIFT • SEE DWG A-3.2A 1 3 / o PC \ W COMPONENTS + CLADDING PER ASCE 1-2002, j1 Si S.D. SEE DWG A-3.2A BUILDING CLASSIFICATION = PER TABLE 1604.5 ! w N1 CATEGORY = I IMPORTANCE FCTR ! -� I___-I L_- \ SEISMIC FACTOR IE43) 13/4X it 18" 1' �3) 131 " 1I _ (3 13/4' __ 1 _( /4" X 11 1/PrJ"- 1__, _(3) 3/�4_ II l% \ - w SNOW FACTOR IS = I _ i WIND FACTOR IW • /- 1 _ - _ -I.-7-1 L_- _JI I - x 11. / ML. EAD 1 r- ML EADEI� I ML. HEADER - - ML. HEADER -- HEAIQER -\ OM 37 O GROUND SNOW LOAD • 45 PSF PER FIGURE 1600.2 I• - - - 1 - - 1 - - 1 _ - 1 _L - 1 - 1 - - - 1 - - 1 _ 1 - YYY-��� Fir-NY SNOW LOAD FACTORS I ROOF FRAMING PLAN o w 00 EXPOSURE (CF) TABLE 1608.1 THERMAL (CT) TABLE 1608.3.2 SCALE: I/4" = Ib" �- O (p IMPORTANCE (I) TABLE 1604.5 -` N DESIGN SNOW LOAD • PF • .1lCExCTXU PG PER ASCE 1.90 SECTION 1.3,1.4,1536 + 1.1 (/Q�� /�\� �/ 6 \) . .1 (IXIXIX45) • 31.5 PSF 2 ? •+ / \ / \ / Y Y IY J USE 32 PSF B PSF W 52 O ROOF DEAD LOAD • i TOTAL= 50 PSF FLOOR LOADING (SLAB ON GROUND) G , LL = 125 PSF PER TABLE 1601.1 A5 OF NEW YO Q' EN 1.,Bu?�9�-* rlt�ll 11 1; 11 •-1-I]II� SII L! ] j [y,,IIT[I - ri- Il�I`-L 11111. Ili 11 11.1111 T! {i 1 IT iI I I I t I flr 'I_If II 111111 L 'CI 'il l,li 11 .l'l l ' 9 I�•1�1' x1. 1 LLII [' 1'1 [,1 TIL rCllllr�LI1111iIII� rlLkil IIx I,1 f [11T1 ni Il -I- 1 ! l LT 'l.luilr171 Ifl r[ = - 1 * w I . I � I U � l LI 11 � IIiTI} 1Ltil 11rJ 11111111111 11-1I 111111Lfr I� 1(` 14 I- r- Ifl III IIID I_ CITU T1 I _ Il nlr , rI JnI ltlrllT i, _ 11 ll ITII -I TI IIII ITr IrI - - _w -1- 7 - -". 'r'.- T _ ' )I wI r 9Th �� -� L rI�T' -,1`�I' ,7I" I II Int 11171 - 1 ,1- 1 _ L`�t4J r'rl �' 111 : ---- 11_TR" 1111 = rT 1 ,1r 111 lrll( 1Tllf1 111TIf111Y -L IT (I_Illrl rrlT- 111 ITII .ILI i"TTI If1I rL TI n1111�1 1rI�� 11, 11 , 111 T'I. _ I1r rri ,_ I Crll 11111.1, iI 1111 r rI l J �' Il } rll-1 1 III11 I f1 II 4Tfrl I rl_ If Tf LII_lljri7l - IL f II _ 11 !J it 1_,_ 111 1604.3.5 ALUMINUM. THE DEFLECTION OF ALUMINUM STRUCTURAL _=L } - I �1 1rI�I '4 n LTf I_ r [ TI .1 � - i J IT f � ` +I L { MITTED BY AA ADM I, _ .: .- li]1T?J r T' T� �' T �I]IIrJ� 1� (4111 Lr I,II l�`I I ITll'(flr 711_(rr Tr 1JLJI_IIJIII. pT>Tllf�. lll.[L�II'r I' T II� .Tu ? ILI , rllTlll 7 �CULr11�II�IG,ll�1�11,111��- MEMBERS SHALL NOT EXCEED THAT PER - "- - 11 P II Il > f l ( � I[!l11 IT I�7Ql� - r. Cr� �j�1CL T .l� I.I ,1L L_I Cl I.ILl1,Tr IITrI II -_ h It1 'Illlr ' illfi71T11111r1�1 JlTlll_ 1��-llti11 r4' - 1lLlrj111R rr1iLI'LI �1 'n rGili' ' I' 11 �T�Ii�ITI_ r1L T:lpr - 604.3.6 LIMITS, DEFLECTION OF STRUCTURAL MEMBERS OVER 6PAN, - =7 t=- -- - � rr�1 T r �IT_-I tin"� 11 �46II I� II]1(! 1 r[1T II f1�1 jr ll I-I 1_ Il Irk Ir '� ( II II fll-! 'I I] - I [I. Il lrrr II 1 MITI i II,;T iril IIT, J- _I I _ +_ ,1 T. MTLER F.E 1 - r - 1� Ill 1. II I ilyd �r7T11 Il lirlC7T 'II 14 i7Cll L1I11 �I nl ll ' f �lt Irl L SHALL NOT EXCEED THAT PERMITTED BY TABLE 1604,3 l -___ 11L[i T C�r 11"1 I_ L - 71fI Ll r p.�l Lrll-f: l ��jlllTl1j_ _x111 x'111 [1111_11-iI1;IlI Iir,?>-11 �I , r�II II�T101MIT-11_�I IT 11 1111111_ ulrl lTr1[II I Ptil fl Lill T-1111 f11 --__ - 1-- - -- - - Il.;l _ r, Irri ' Ii TI ill [_11 TT(I IFIW I II�-Ilnl _,I_P ,III. 1 dlrJ( .[i IIJ x _[1117 RC1{I,l111_1 IT �I ffllrlll -.11 �I"� I� ! F1�1111111' I,- 11111}.11 �J 7 { - I l ' JI II II, II TTn L ` 1lrr i _' h1111 = 1I L p GON6TRUGTION L SORW D + L 9 r- -_ llll�l f. 1rll SII II f�T 1rf rI 'I I�SL fIII II�1 rT� IL lQ . -� 11111 l�rr'. 111 ! L[I P_SI � x} � I111, �1T�1111 ] 1�171,1 rT I�I11 _ _ -� - �' .. flit 1111I1�7 li�lr(� 4 TT11' [r1f _11tTP_ Illi}- 1 Ij ,r1l l-w I u(11I 1n_ T�Ip[11`11711 Ir r7flr lr_r P1<Ll ll rf= = 11- -��_tl GUTTER U p I- -T= 1 LI11L r I 11 LIr ri_r_ y1 111 TL IIIPI II lll_ u1ITI1 11Tallrpl 11 I Il 1Tr ll 11111 rly IT Ir� � 1TI ]I �_ _1_� :( ,_ _ n4 �rrnIn r 1 T 11 7 rp n rIn 2 I�r FI J T � 14frr '1 I I �11 1 , 11 - , l ROOF MEMBERS: Il,I.T IIII Ilr 1i I_ (1 1 r�f1 M LOTION MASONRY L/600 - - - -T -_ r' - IIIIF III II1I1111111_,1I1 .1,1'111II ,IT1fT. IIA.[ Iflll T1 Trill ', rI 11T' II " Irll_11T'l ll IIi DTI II '�II Ill_ 11x1 Y -J� I � 1J-� I-IT=- O ME 8 /360 V240 - ____ . [__�" - R -`1 �rl�ll r�lT�T�11 , 1TI x11 1111 RIC1lT _I 111111 Lf II 111 �I 1_f1l-i L 1�I11_�II'1f 111 1'J1f FT LII rl T���I rr1T�I rJ SUPPORTING PLASTER CEILING V360 L =__ k =-t=: -_ - TI I�_ I. 11 . T !� ,i rl 1 III TTI r]T 11 1 it rl_T� In 11( II rl IL!1 r 1 1 I 1 1 TTI 1 1_l 1 - SUPPORTING NONPLASTER CEILING V360 L/360 L/240 _ =L - ,-_- --- t- _�- 1 ' T 1�1 r �LS'._ r T1-1 i j1I II l _IL�h, - - 1' -�I�- Ill l 1�J� t- rT (-•Ijr[I 1I - = I= l - _ _f- 1 - - p ROOF: SHINGLES L/180 VIBO L/120 � 1 8r�,155I( IL ILII iI InC Ilrl 1r 11117 - � - -=I _ - o NON SUPPORTING CEILING - - - - -1- - 1 t Irl LLL _ R ill _ T_ it 1 1 LL - n 1 n� 1 TffI - 1��_l 1 jll 1 11 n TTI( nf1 Il f�r II }I � = I I V] O m -I=_ r.- 1 k- l�r _I�l ' 11 1F11111 FLIFU� L 1 I�Il41m Ii III frP >1T 1 11 fl r11r l_I TIT, 111 1 1 rll It f! - I ' - T,-': p "� z p I- -I }T. = _ fl L i1 1Ln1r_ x1 ;1-1 } -_ l i_ 1-I J ' a r a lu ExT. WALLS 4INT. PARTITIONS --c -J-I.= _ - - -� - - - 11111 rrrF�l IC'lT l.2lr [I I1 I� I 11 1' 11.111 IP 1 i I7 Lr T1J ! -- l-f ! -=7 ' -F-I-1 1- _ r U1 ' WITH BRITTLE FINISHES - L/600 - = r .{ =-1-L c _ R 11 1 it it 1 I`.�_IL,II�111 r�LLI�� r_q [I ]Tr-'y x11 IIl rl (I 11, Ti r illi 1 _ - -i= - 1 1= I !1- l- _ U M r;r U WITH FLEXIBLE FINISHES L/@O - _-r �t-_ _� ! _IIF_ r I : r� ?C11IiT 111 C l`II 1 '- I L 11 171111 I'L�T 1 11(1111] 1 J-1 1 1 - - =i -- I_, 0.4 H' = � IL lCI r'll,lil '. ,III 1rR n 1J -�- I � - fl IY1��' 11' 11 �1 '�L1rt� -=- � - �J_1_ - 1� 1� ! � 1- - y �-�-�' Ga p"1 Ij11tl�i SII 1605.3 LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN. _ { usL!Ia_ all Lu. ,Lu1li ,- ItL u O oz9 d Q O 1605.3.1 BASIC LOAD COMBINATIONS. - -- r= r _ - _ --_ _ LOWERED CUPOLA .• r _r -- _ L _ _ - -- _ I ll�L�, J 1 7L 1 Ill),, 111 JLu �JI11' u 1 11. - 1 _= L' - 1 i_ ! u o 0 0 WHERE ALLOWABLE STRESS DESIGN (WORK NG STRESS DESIGN) AS - _� - -- LII I IJ_; 4 L L u I, L1 a 1L I] { Ill -(IIII( ILI IF 1-11. 1LJJ_- -�� �_ __-I - 1 =.- { -- pr� _ _ F_ _ _ _- - _L1n 11 I SIL 1!' II �JJp�1111111 _IJJ�1 II 111 �- f Y-�- 1- = z N PERMITTED BY THIS CODE, IS USED, STRUCTURES AND PORTIONS -__ } _ _ = r �__ -_- - u_I� ll_I�11-L1LJ111 L- l.rlL:_ILJll-11 l J u_! Il iL X1!1 ,II iL .1!_IJ�LLLI _[Ell. L1LJ _ILL Y PER 1 FF CTS RESULTING -- ' r-rr= )=__ IJ ��LJIJLILll L LJ� QUI IlliLL1 ! 1LJ 1)_111.1 ILIL `L1�LII_JJ LI 11111.- 111)111 III- Li;, 1 I :LIIJ , .I`L111 1111111 7!_-- . - - -�],_I=�- I- Jr, _-J-f '--� 1 �� LcH F THEREOF SHALL RESIST THE MOST CRITICALE E -F I- � - _ - -�-- 111�JII rl� 'L 11_11I I1.I J1� I !UIUlu L_lli,ll_LL I��IJ 111111x,1±1,111' 1118 .111411 1LJ L 1}1LI -[ I - {- _-+-� I ' 11 -I I -I �+ O FROM THE FOLLOWING COMBINATIONS. - - F- L _ -'_ -_I O V U U ~ r - J LIf1 ILP_ � SI' r: lJ J JI-IL111L1 :111-1u 1L,1yI_ 1a LLJi _= Ix I I I OF LOADS: _ Jt. Llll'LIL iILJ Ll. - LI , L .If JI-=1111' 111111 IJ JII- JJLLL!u !IILII- II ZJI_LI LI i._ lil,l_I11 I,,1� (],CII-LII j 1 � I f I- I ,_JI1- 1--I_ V COMBINATIONS - } 41 ] JJI [ L4 JL,��IJ 'I L, I' 141 _ IL,I �LI Ill L�L]JI IL LLILiLTLI D 18 PSF - _ �- !LC✓ L l J 1,11. l _ l L rL11_ ll L� ��. �Ill� IL LLL II lLr 1111J111_Lir11C11 tL1I L,1LILL1 - _ 6�IJ1. 1 114d1 �1 �u t1 ( 4 }4' '7 I I 1 1 T L 1111 L11� I1L11 IJ JhLL�=11 J a 11- =I , -1 FFW++11 N (FDRMULA 16-1) _�. � i�_ 1 1 111 L 1 �J � [JJ I ILI Ll . L 111.1. IIJ(111L,L�IJJI,i I L �y1JL ��, LZLLLI l I I� d 1 1 p + L 10 + 20 . 38 PSF - �_ -' - JIL �J JI_ll- L1�L11L )'11-11.1 ' (�� ILI 111_111-1I_.L]11L1u !_il llill) 1' LJLJ� LLT�11 -LI I�IL]J�J II - � - - - -! � r- _L - 4'LI 11 '1' 11`1 � L1 I � J 111 1 (ILL LLI- I (FORMULA 16-0) _L- - - L=--- ll -LLL I11JJJJ1 t� -TI JLLJ IJ_'il lJ 1111L1W II 1LI11 llJ+11' JTL1,I�l 1�� JL 17)1.1 1LJJ�J IJ1lL1LIII,'.II�J 1ll'III lL1J 11_1 II _.I lul�ll l J. I u 111LIL II�ILLJJLII L1111L�i11L - D + L + 5 IB + 32 = 50 PSF (CONTROLS) (FORMULA 16-0) - - _ - __-_ I'.. LII-11LLL. - II J� JI IYY1 I ILILLILl [I 1LLL,ILL =^111 I I _1111 LILT LJI '11J-JJ l�-111 1L1L1LL I-I LI 1LI1�_Ill ILIIl-tl iill;Il,I -�_ � - _, � r W U + - 2) + 32 . 32,48 PBF (FORMULA I6-10J =` -_ - - - y 1uII 11.1_ L ll _ .11-II_IIIL1 -LI LL I -LLL1_II_L.JJLWLLIL;I11.11.1x1-ILJv-IJLLIILIL 1111-u-JL1� _IL LI- 111111 .1J�II-11-11111 - a _ _ D + W + 5 18 ( 11.5 -1-'_ Llt ' llL 1.1.1. J_ JL ] IJJI- 111E 11-11 l_ 1 J II J TIL 1 J �f r _ 1 - =1 'z CAPE) _ _ �___ 11' ILI~' LLLLJ,ILJL JI[1tU 1, II l` L1L Il 11 LI I. J 11111,11 L}} 'IJ1L 11 IIJILL�L it L;II1I LLLl11u.ILi LLL LI ILII)ILSIL III LIT 1!�IL-11] 1IL�11LJLIF-I JIll]TL 111 uIL. _I-1 IL,IL_=7-=�_� 0.6D + W O 6 - _ I L [l, IJLL U J II 11. 11 l�Jll 111x11 11 I_L lL LJl l {� Il r- - - L 111 LLl L 1 1 11 �i11 JL1111 JLT<��JLl�_1L.11]1 1�Lu1LLLi�JLl1 SIL ILA 11111 u1 1LJ t 1 J i _ J1_ l I L1JLI,J u'J1 J (FORMULA 16-IU i LJ I1L1f_'Cll IIj� ' L1`llJJ,'11-11_1 ' IL ' Lli_11 ll111111 L! IL 8111.,1fLv 11- J11.1ILW 1�1. t L �1110'L ILLI II-r111IL1' JL.1Li1ll LLll�_'17�.11 L1�1W1 UI-pL 1 U � p 0.6D + O.lE 0.6D 16.415K (CONTROLS) -= -- -- 1��L!CI, IJ.II1 LIll J J.,_�)LIJl_ILILLJL II -I, 1lI1 LL 1 lit-1��1�J _ LT1J�7{fLLI Lli_LI1 LU.{LJI `LI FF It ll ' JL[.: LILL I_,I I ,I_ L1 �I J 1. 1 lL JIJ LLIi Ll 11,1Lr J_iIJ (l.-I -1111 4=r1 (FORMULA I6-12) _- `k= -.- '1)111' L1�JLILT�,LJ 111.IIIJIJL!�Il-LI_IL1' ,J�_lL ' 1L; IJ1T1 ]) 11.111 111 11 ' . 1.JI-�L�.I�J�LIIJJ ILI.CL1.11�: �}11_t1�1I].L'LL711�LU J_ll_1LLW -11.11 L.�u1 .1_IJ�I IJ `J11J Illll l,`�TLIIJ1.111Lit i iL _LI IL LI;IL1111if I _1111 LF LL11J_ �l1Il J! 1u;II L.JL,II�I ILI I_I1.11 lulll.0 Ll 1L LT1_u ILII I. ]11L11JIIJ 1IL 1!)111-lll !� =17--'1,_1=� _ -ILLu1_LI 1)1 '_11'111 !LI1 I-' 111 .11JL-I 7JJ1-I_LIll. � 11.�1L11 -1I1L1111. )1 JL1LI1_ILiL.I I1)1111111_ IULrn.i,1 IllllJ, 11JIJ iLl l II_u1111 1111))-1Lr�11-_I:--11L�u _II 1_��I llJ1_ 1 � _ PAGE: 1605.4 SPECIAL SEI5MIC LOAD COMBINATIONS - - I � 11� 1] _ LL J1' _ _ 1 Lll,li_L. - L ILII- Jl. ll 11 l l V ,1111 1 11 1-- JIL�'�L1,11.1LI' I_ _I 1111J1 I11J1111.1. II_II1�-,h._'LJ il111 1 {1 Wi C .11 . _1.L1 iI ILlI_ L :_L1-111 II I] I � fII. ' ILL 1111 IL11 ITL 1�1 IL IIl I JII llI 1-f I _ I (CONTROLS) (FORMULA 16-19) - ,1- th_I _ _ 11 j F,1ttI_I hl, _ - .II-L'-r _ t I_L`N .L 1111 1,11.1 11 '.Ii��ll t lr- IT}III Lit h!Fill Lrl1-IL. Llfill lrrt-.`-' frL N- +h='` i -= 'I- 1.2D + FL + EM • 91.413 fC - � rr 11111 L{ I :l I 1 ' !11_11 L�!11,_ _Wi 'J 11 LI Ji__f-,11 '11 .IC 1111111 L',iI -�--r I ,_ 11111 I (FORMULA 16-20) - - 111)`11_11 LI IIII 1.1 . 1111,J7 ]LLL _ IL ILLI II�ILI .JJI-ILIII.1 ; ll 11-�1�1,-1111 -J17._l I1 L �_Il ll_+-1�1111�L1.1, ll} JI-111)11 r- ll _� IBJ-.II I�LILI I_1L 11 II-111 L_L--t h;LJ1111111I111_,, _-1-� rl� '___,.-_ . tII,LI�I� O.SD . El-I . 91.409 == J Il. --lL 111_ .Lill LLL _11.11 11111 lJl L LL Jl..r�� 111(.1:1 1 L�_1.11).1 IIJ-ILL. -II�LL +�!1111111 _Li IIjJLJ I{ Il� 11)111111111 JL1 I1 LL111� �llLl II1L111 ll lJh I1 - LLI_l LII !41 ll 111- 11,ILI IL IJ LI s I Il L_I �1.1u�LII_�iL11� I,J _L11 -L ,_ 111„1.11.1' �I1,LLII_+1!lIIJu1. �17 _' 1111-LLWI ll 111. 5-I`LL}� 11_;11., LLIL I I F 1 1 11 1 1 1 1 u 11 , I n u u 1 11 I1 II� r 1 � 1 1 I1Iu 11 1 1u11 111� 11 1 �I`I� J L x2013 1 � ROOF PLANLp - 3 `Sual Ou',o',a 2 m Plan anO P.�.-- y1 SCALE: 1/4” = Ib" 0 N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,ASINSTRUMENTS OFSERVICE,ARE THE E%CLUSIVE PROPERTY OF THE ARCHITECTAND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL,SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT,TITLE TOTHESE PLANS SHALL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 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I}au ..,I J„',.IYm+ - 4- e „nYl,.Pr:P[<slM�Y9M1hF . C2._^Yi«t,@. 1 Gd,r. _ v]flbWTs ., l _ +15M'TLW E'1[t:�9[49dlCT L - M1, � Yia'j+JM1f'ttNti F..H3':IPiS`G19tldYEYeE'�41tlF4Ya5bk IL+F4 .VECI..PIVY 1\`]?�A.Arlek.nP”gtl',�..,:J�RNMYk:49P.. .k+S.ntl'i%S'RY.MdYM1 ..',.t0. du _I.IS.V "Y, • --.. �.. • II I �A ear m I� Q \ LOUVERED CUPOLA O O a TYPICAL ROOF CONSTRUCTION A-5 d SIMP60N ROOF SHINGLES Q ' SVon9-TIS 300 ROOFING FELT m HIb - 3/4" CDx PLYWOOD ROOF SHEATHING � O PRE-ENGINEERED ROOF TRUSS 0 24" O.C. O 5" ALUMINUM OGEE GUTTER TO STORM DRAINAGE SYSTEM r (3) 1 3/4" X II 7/8" ML. HEADER HDR. T,O. HD- R. n 91 - 0 V 10" FIBERGLASSE)< COLUMN COVER (TO MATCHTCHEXISTING COLUMNS) PRE—ENGINEERED ROOF TRUSS m m 0 4" P.C. BLAB 7 ON GRADE —_ — — — — _ - — X 111/9" ML. HEADER 4„ STONE VENEER — �c '� �. l l —.� G h-4 ' i I l' /- l� I i ' FN. FL. 8" THK, P.C. WALL ON S" x 1b" P.C. FOOTING _DETAIL HEADER TO TRUSS U ^� ❑ SCALE: 11/2" e 1'-0„ QI O W h p v m I SECTION 1 w s o Q SCALE: I/4" = I-O" X Z LL f� � a ° dU'll � 6a 6 Oa TYPICAL ROOF COhMMUCTION \ = O /;Oa TYICAL PROF C OONM RLOTION ROOFOFING E9 - - - ROOF SHINGLES iii 30• ROOFING FELT 30" ROOFING FELT 3/4" CDx PLYWOOD ROOF SHEATHING 3/4" CDx PLYWOOD ROOF SHEATHING PRE-ENGINEERED ROOF TRUSS • 24" O.O. 5 PRE-ENGINEERED ROOF TRU68 • 24" O.O. UI A-5 IT- W 5" ALUMINUM OGEE GUTTER 5" ALUMINUM OGEE GUTTER TO STORM DRAINAGE SYSTEM TO STORM DRAINAGE SYSTEM aT�.O. HDR. ' _ 3/4" AZEK FASCIA _ 3/4" AZEK FASCIA_ _ T.O._HD-R. n 91 - 0" I/2" SHEATHING W/ BEAD BOARD CEILING 1/2" SHEATHING W/ BEAD BOARD CEILING 9, - O"" ENGiN�, —� 3/4' AZEK CLAD HEADER 3/4" AZEK CLAD HEADER (3) 13/4" X 11 1/8" ML, HEADER L (3) 1 3/4" X 111/8" ML. HEADER F NEW y 1/4" X 6" X 10" BEAM POCKET 1/4" x 6" X 10" BEAM POCKET HA 6a h� T Uro9//-* w = TS4"X4"XI/4" WITH 1/4" BASE LOUVERED CUPOLAFAS"' �2 , PLATE AND BEAM POCKET. I R 7S a ,I it PR FES5�0 10" FIBERGLA99 COLUMN COYER 10" FIBERGLASS COLUMN COVER 4 .1EF ET PE m (TO MATCH EXISTING COLUMNS) (TO MATCH EXISTING COLUMNS) \-� 6r' A-5 'i TYPICAL ROOF CONSTRUCTION ~ 6 Q ROOF SHINGLES �J BABE CAP TO MATCH EXISTING 4"' , 4 BASE Al-CTO MATCH EXISTING 30# ROOFING FELT ,cam 3/4" CDx PLYWOOD ROOF SHEATHING -- V PRE-ENGINEERED ROOF TRUSS o 24" O.C. a LL O.H. f STONE VENEER TO MATCH EXISTING � O m STONE VENEER TO MATCH EXISTING _ � 5" ALUMINUM OGEE GUTTER TO STORM DRAINAGE SYSTEM Q Z r N P.O. SLAB. 4" MIN. z 6" CMU BASE T.O. HDR. Q 3fa ,E 1 _- ,c , (3) 1 3/4 X 11 1/8 ML- HEADER 9 - 0 '� -< O M FN. -FL. . __, -__- " -: - -- P.c. SLAB. a° Mw_ - FN. FL. L H P IK �' m ~ 3 ii . GRADE 0 - 0 V _ _ W z oho Q a _ . —III , —ti T64" WITH P.C. 1/4" BASE PLAT E _ Z OH ry Imo- 6" —III- . 111 4 1 111 THK. P.C. WALL ON - � _ _ _ 4. 1. Q u z O B" X 16" P.G. FOOTING � � " III —III— „ a III— m ,• 4 P.C„ — _ o L U v P.C. COLUMN FOOTING FTG08" THICK X 32" X 32" SLAB ON GRADE 4" STONE VENEER fl- FTG. ip - FN. FLTg rO N 24" X 24" P.C. PILLAR BASE ON 32" X 32" X e" P.C. FOOTING O \ O �' , 32" III—III III III—III III III III ISI � _ , h W � o .6° IIII— = III= —III III III III III III III l— -' III-� - m m t I—I�� fffi -� o 0 WALL SECTION SECTION 1 WALL SECTION 2 SCALE: V4" . 1'-0" ! I'� - 4 SECTION 2 � PAGE: SCALE: I/1" . I'-0" SCALE: 1/2 I-0" IIII JU 18JA rl_ , THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECTAND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT,TITLETO THESE PIANS SHALL REMAIN WITH THE ARCHITECTNISUALCOM'ACT WITH THEM SHALLCONSTITUTE PRIMA FACIE EVIDENCEOF ACCEPTANCE OF THESE RESTRICTIONS, i SECTION 1905 -CONCRETE QUALITY, MIXING AND PLACING SECTION 1905.6.5 LOW-STRENGTH TEST RESULTS. THE INVESTIGATION OF LOW-BTRENGTH TEST RESULTS SECTION 601 -DETAILS OF REINFORCEMENT SECTION 6011.2 PRECAST CONCRETE(MANUFACTURED UNDER PLANT CONTROL CONDITIONS). THE 22.6.1.2 - Reinforcement shall be provided as Follows: SHALL SE IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1905,6,5.1 THROUGH SECTION MINIMUM CONCRETE COVER FOR REINFORCEMENT IN PRECAST CONCRETE MANUFACTURED UNDER (a) Vertical reinforcement of at least 0,20 square Inch 029 mm2 ) In cross-sectional EEOTICN 12OU GENERAL, THE REQUIRED STRENGTH AND DURABILITY OF CONCRETE SHALL BE 1905.6.5.5. SECTION L907d HOOKS. STANDARD HOOKS ON REINFORCING OARS USED IN CONCRETE CONSTRUCTION PLANT CONTROL CONDITIONS SHALL COMPLY WITH ACI 318,SECTION 1.1.2. area Shall be provided contlnuouely from Support to support at each corner, at each Side SHALL COMPLY WITH ACI 318, SECTION 1.1. OF each opening and at the ends of walls. The continuous vertical bar required beside an DETERMINED BY COMPLIANCE WITH THE PROPORTIONING, TESTING, MIXING AND PLACING SECTION 1901.13 PRESTRESSED CONCRETE. THE MINIMUM CONCRETE COVER FOR REINFORCEMENT opening le permitted to eubetliute For are of the two No. 5 bare required by 22.6.6.5. PROVISIONS OF SECTION 1905.1.1 THROUGH SECTION 1905.13. SECTION 1905.6.5.1 PRECAUTION, IF ANY STRENGTH TEST(SEE SECTION 1905.6.14)OF LABORATORY- CURED CYLINDER& FALLS BELOW THE SPECIFIED VALUE OF F'C SY MORE THAN 500 Psi (3.45 MPA) SECTION 15012 MINIMUM BEND DIAMETERS. MINIMUM REINFORCEMENT BEND DIAMETERS UTILIZED IN IN PRESTRESSED CONCRETE SHALL COMPLY WITH ACI 318,SECTION 1.7.3. (b) Horizontal reinforcement at lees! 0.20 square Inch (129 mm2 ) In croes-Seetional SECTION 1905.1.1 STRENGTH. CONCRETE SHALL BE PROPORTIONED TO PROVIDE AN AVERAGE (SEE SECTION 1905.6.3.3, ITEM 2),OR IF TE575 OF FIELD-CURED CYLINDERS INDICATE DEFICIENCIES IN CONCRETE CONSTRUCTION SHALL COMPLY WITH ACI 318,SECTION 1.A area shall be provided: OOMPRE651YE STRENGTH AS FREBCRIBED IN 6EC11CN 19053, Al, WELL Al, SATISFY THE DURABILITY PROTECTION AND CURING (SEE SECTION ISODAAA), STEPS SHALL BE TAKEN TO ASSURE THAT THE SECTION 1901.1.4 BUNDLED BARS, THE MINIMUM CONCRETE COYER FOR BUNDLED BARS SHALL CoMiruously at etructurelly connected roaF and floor levels end al the top of wells: CRITERIA OF SECTION 1904. CONCRETE SHALL BE PRODUCED TO MINIMIZE FREQUENCY OF STRENGTHS LOAD-CARRYING CAPACITY OF THE STRUCTURE IS NOT JEOPARDIZED, SECTION 1901.3 BENDING. THE BENDING OF REINFORCEMENT SHALL COMPLY WITH SECTION 19013.1 AND COMPLY WITH ACI 318, SECTION 1.1.4. At the bottom of load-bearing walls or In the top of foundations whom doweled to the SECTION 19013.2, wall, and BELOW FG AS PRESCRIBED IN SECTION 1905.6,33. FOR CONCRETE DESIGNED AND CONSTRUCTED IN SECTION 1901.1.5 CORROSIVE ENVIRONMENTS. IN CORROSIVE ENVIRONMENTS OR OTHER SEVERE At a maximum act of 120 Inchoe (3048 mm). - ACCORDANCE WITH THIS CHAPTER,FC SHALL NOT BE LESS THAN 2,500 P51 (11.22 MPA). SECTION CALCULATIONS GORE TESTS, IF THE LIKELIHOOD OF LOW-BTY 18 SIG CONCRETE IS CONFIRMED t he AND CALCULATIONS INDICATE THAT LOAD-CARRYING CAPACITY 18 SIGNIFICANTLY REDUCED, SECTION 1907.3.1 COLA BENDING. REINFORCEMENT SHALL BE BENT COLD,UNLESS OTHERWISE EXPOSURE CONDITIONS, THE AMOUNT OF CONCRETE PROTECTION SHALL 0E SUITABLY INCREASED, Relnforcamant at the top and bottom of openings, where used In determining the SECTION 1905.1.2 CYLINDER TESTS, REQUIREMENTS FOR F'C SHALL BE BABED ON TESTS OF CYLINDERS TESTS OF CORES DRILLED FROM THE AREA IN QUESTION IN ACCORDANCE WITH ASTM O 42 16 PERMITTED BY THE REGISTERED DESIGN PROFESSIONAL. AND THE DENSENESS AND NONFORO6ITY OF THE PROTECTING CONCRETE SHALL BE CONSIDERED, maximum Spacing specified In Item 3 above, shall be continuous In the wall, MADE AND TESTED Al, PRESCRIBED IN RECTION 1905.6.3. PERMITTED. IN SUCH CASES, THREE CORES SHALL BE TAKEN FOR EACH STRENGTH TEST MORE THAN OR OTHER PROTECTION SHALL BE PROVIDED, 1908.1.15 ACI 318, Section 22.10. 500 P61 (3.45 MPA)BELOW THE SPECIFIED VALUE OF Ft. SECTION 1901.3.2 EMBEDDED REINFORCEMENT, REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE Delete AGI 318, Section 22.10, and replace with the following: SECTION 905.I.3 B ASI5 OF PC. UNLE68 OTHERWISE BPECIFIED, FC SHALL BE BASED ON 28-DAY - SHALL NOT BE FIELD BENT, EXCEPT AS SHOWN ON THE CONSTRUCTION DOGIMENT6 OR PERMITTED BY BECTION 1901.1.6 FITURE EXTENSIONS. EXPOSED REINFORCEMENT, INSERTS AND PLATES INTENDED 22.10 - Plein concrete In structures assigned to Seismic Design Category G, D, E or P. 1 O O I G WITH TU 10 SHALL PROTECTED FROM CORROSION, 22.10,1 - Structures assigned to Seismic TESTS, IF OTHER THAN 25 DAYS, TEST AGE FOR Ft SHALL BE Al, INDICATED IN CONSTRUCTION SECTION 1905.6,6,3 CONDITION OF CORES, IF CONCRETE IN THE STRUCTURE WILL BE DRY UNDER THE REGISTERED DESIGN PROFE6610NAL. FOR NDN FUTURE EXfEN6 N6 BE PR TED M OR sspla d , Dept Category C, p, E or F shall not have SERVICE CONDITIONS, CORES SHALL BE AIR DRIED AT TEMPERATURES 15ETWFEN 60 F (16 W AND elements of structural Plein concrete, except as follows, f 1 DOCUMENTS, 00 F(?7 Cl AND RELATIVE HUMIDITY LE55 THAN 60 PERCENT FOR SEVEN DAYS BEFORE TESTING SECTION 19014 SURFACE CONDITIONS OF REINFORCEMENT. THE SURFACE CONDITIONS OF SECTION 1907.1.1 FIRE PROTECTION. WHEN THIS CODE REQI11RE5 A THICKNESS OF COVER FOR FIRE Structural plain concrete baeennnt, foundation or other welt below the base are - ') SECTION 1905.1.4 LIGHTWEIGHT ANSECT AGGREGATE LONE FOR WHERE DESIGN CRITERIA IN ACI 318,SECTION AND SHALL BE TESTED PRY. IF CONCRETE IN 714E ETRUCTURE WILL BE MORE THAN SUPERFICIALLY WET REINFORCEMENT 6HALL COMPLY WITH 714E PROVISIONS OF SECTION 1901.4.1 THROUGH SECTION 1907.4.3. PROTECTION GREATER THAN THE MINIMUM CONCRETE COVER SPECIFIED IN SECTION 19011, SUCH permitted In detached one- end two-family dwellings three Stories or lose In height 9.0.7,3,SECTION 11.2 AND 0EG710N 17,7.4, PROVIDE FOR UBE OF A SPLITTING TENSILE STRENGTH VALUE UNDER SERVICE CONDITIONS, CORES SHALL ISE IMMERSED IN WATER FOR AT LEAST 40 HOURS AND GREATER THICKNESS SHALL 8E USED, constructed with stud-bearing wells. In dwellings assigned to 8somlc Design Category D -.1 OF CONCRETE (FCT), LABORATORY TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM C 330 10 BE TESTED WET. SECTION 1901.4.1 COATINGS. AT THE TIME CONCRETE 15 PLACED, REINFORCEMENT SHALL BE FREE or E, the holght of the well shell not exceed 8 feet (2438 mm ), the thickness shell not ESTABLISH THE VALUE OF FCT CORRESPONDING TO THE SPECIFIED VALUE OF VC. FROM MUD,OIL OR OTHER NONMETALLIC COATINGS THAT DECREASE BOND. EPDXY COATINGS OF SECTION 1901 B SPECIAL REINFORCEMENT DETAILS FOR COLUMNS, OFFSET BENT LONGITUDINAL be SECTION 1905.6.5.4 TEST RESULTS. CONCRETE IN AN AREA REPRESENTED BY CORE TESTS SHALL BE STEEL REINFORCEMENT IN ACCORDANCE WITH ACI 316,SECTION 3.5.3.1 AND SECTION 3.5.3.8 IS BARE IN COLUMNS AND LOAD TRANSFER IN STRUCTURAL STEEL CORES OF COMPOSITE lees than 11/2 Inches (190 mm), and the wall shall retain ro more than 4 Fact (1219 mm) SECTION 1905.1.5 FIELD ACCEPTANCE. SPLITTING TENSILE STRENGTH TESTS SHALL 140T BE USED AS A CONSIDERED STRUCTURALLY ADEQUATE IF THE AVERAGE OF THREE CORES 15 EQUAL TO AT LEAST 85 PERMITTED. COMPRESSION MEMBERS SHALL COMPLY WITH THE PROVISIONS OF ACI 318, SECTION 1.8, of unbalanced fill. Wells shall have reinforcement In accordance with 22.8.6.5. 0 5A516 FOR FIELD ACCEPTANCE OF CONCRETE, PERCENT OF F'o AND IF NO BINGLE CORE 15 LE55 THAN 15 PERCENT OF F'C. ADDITIONAL TESTING OF CORES EXTRACTED FROM LOCATIONS REPRESENTED BY ERRATIC, CORE STRENGTH RESULTS 15 SECTION 1901.4.2 RUST OR MILL SCALE. EXCEPT FOR PRESTRESSING TENDONS, STEEL REINFORCEMENT SECTION 1901.9 CONNECTIONS, CONNECTIONS BETWEEN CONCRETE FRAMING MEMBERS SHALL Isolated fooi:ngs of plain concrete Supporting pedestals or columns are permitted, SECTION 1906.2 SELECTION OF CONCRETE PROPORTIONS, CONCRETE PROPORTIONS SHALL BE PERMITTED. WITH RUST,MILL SCALE OR A COMBINATION OF BOTH,SHALL BE CONSIDERED SATISFACTORY, COMPLY WITH THE PROVISIONS OF ACI 318, SECTION IS. provided ahP projection or the footing beyond the face of the supported member DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1905.2.1 THROUGH SECTION 1905.2.3. PROVIDED THE MINIMUM DIMENSIONS, INCLUDING HEIGHT OF DEFORMATIONS AND WEIGHT OF A HAND- does not exceed the footing thickness. SECTION 1905.6.5.5 STRENGTH'EVALUATION, IF THE CRITERIA OF SECTION 1905.6,5.4 ARE NOT MET AND WIRE-BRUSHED TEST SPECIMEN, COMPLY WITH APPLICABLE ASTM SPECIFICATIONS. SEE SECTION SECTION 190110 LATERAL REINFORCEMENT FOR COMPRESSION MEMBERS. LATERAL SECTION 1905.2.1 GENERAL. PROPORTIONS OF MATERIALS FOR CONCRETE SHALL BE FBTA13LISHED TO IF THE STRUCTURAL ADEQUACY REMAINS IN DOUBT, THE CODE ENFORCEMENT OFFICIAL 15 PERMITTED 1903.5. REINFORCEMENT FOR CONCRETE COMPRESSION MEMBERS SHALL COMPLY WITH THE PROVISION$ Exception: In detached one- and two-Family dwellings three stories or less In height, the PROVIDE: TO ORDER A STRENGTH EVALUATION IN ACCORDANCE WITH ACI 318, CHAPTER 20, FOR THE OF ACI 318, SECTION 1.10. projection of the Footing beyond the face of the supported member Is permitted to QUESTIONABLE PORTION OF THE STRUCTURE, OR TAKE OTHER APPROPRIATE ACTION. SECTION 1901.43 PRESTRESSING TENDONS, PRESTRESSING TENDONS SHALL BE CLEAN AND FREE OF exceed the footing thickness. 1. WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND OIL,DIRT, SCALE,PITTING AND BXLESSIVE RUST, A LIGHT COATING OF RUST 15 PERMITTED, 6EGTION_1927.11 LATERAL REINFORCEMENT FOR FLEXURAL MEMBER6, LATERAL REINFORCEMENT AROUND REINFORCEMENT UNDER THE CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SECTION 19051 PREPARATION OF EQUIPMENT AND PLACE OF DEPOSIT. PREPARATION BEFORE FOR COMPRESSION REINFORCEMENT IN CONCRETE FLEXURAL MEMBERS 514ALL COMPLY WITH THE Plain concrais footing, supporting walls are permitted, provided the Footings have at SEGREGATION OR EXCESSIVE BLEEDING, CONCRETE PLACEMENT SHALL INCLUDE THE FOLLOWING: SECTION 19015 PLACING REINFORCEMENT. THE PLACEMENT OF CONCRETE REINFORCEMENT SHALL PROVI6IONS OF ACI 318, SECTION 1.11, least two continuous longitudinal reinforcing bare. Bane shall not be smallar than No. 4 and COMPLY WITH THE PROVISIONS OF SECTION 1901.5.1 THROUGH SECTION 1901.5.4. shall have a total area OF not leve than 0.002 times the gross crow-sectional area of the �\ 1. EQUIPMENT FOR MIXING AND TRANSPORTING CONCRETE SHALL BE CLEAN. SECTION 190112 SHRINKAGE AND TEMPERATURE REINFORCEMENT. REINFORCEMENT FOR SHRINKAGE footing. For footings that exceed 8 Inched (203 mm) In thickness, a minimum of one bar _. 2. RESISTANCE TO SPECIAL EXPOSURES A5 REQUIRED 5Y SECTION 1904. SECTION 1907.5.1 SUPPORT. REINFORCEMENT, PRESTRESSING TENDONS, AND DUCTS SHALL BE AND TEMPERATURE STRESSES IN CONCRETE MEMBERS SHALL COMPLY WITH THE PROVISIONS OF shall be provided at the top and bottom or the footing. Corn.Inulty of reinforcement 3. CONFORMANCE WITH THE BTRENGTH TEST REQUIREMENTS OF SECTION 1905.6. 2. DEBRIS AND ICE SHALL BE REMOVED FROM SPACES TO 5E OCCUPIED B7 CONCRETE, ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE 15 PLACED,AND SHALL ACI 318, SECTION 1.12. shell be provided at corners and Intersections. BE 5EOURED AGAINST DISPLACEMENT WITHIN TOLERANCES PERMITTED IN SECTION 1901.5.7. WHERE SECTION 1905.2.2 DIFFERENT MATERIALS. WHERE DIFFERENT MATERIALS ARE TO BE USED FOR DIFFERENT 3. FORMS 64ALL BE PROPERLY COATED. APPROVED BY THE REGISTERED DE61GN PROFESSIONAL, EMBEDDED ITEMS (SUCH AS DOWELS OR SECTION 190713 REQUIREMENTS FOR STRUCTURAL INTEGRITY. THE DETAILING OF REINFORCEMENT Exceptions: PORTIONS OF PROPOSED WORK, EACH COMBINATION SHALL DE EVALUATED, INSERTS) THAT EITHER PROTRUDE FROM PRECAST CONCRETE MEMBERS OR REMAIN EXPOSED FOR AND CONNECTIONS BETWEEN CONCRETE MEMBERS SHALL COMPLY WITH THE PROVISIONS OF ACI In detached one- and two-femlly dwellings three Stories or lose In height and constructed 4. MASONRY FILLER UNITS THAT WILL BE IN CONTACT WITH CONCRETE SHALL BE WELL DRENCHED- INSPECTION ARE PERMITTED TO BE EMBEDDED WHILE THE CONCRETE 15 IN A PLASTIC STATE, 318, SECTION 1.13 TO IMPROVE STRUCTURAL INTEGRITY, with stud-bearing Ovalle, plain Carreto footings without longitudinal reinforcement SECTION 1905.2.3 5ASI8 OF PROPORTIONS, CONCRETE PROPORTIONS, INCLUDING WATER- PROVIDED THE FOLLOWING CONDITIONS ARE MET: Supporting wells are permitted. OEMENTITIOU6 MATERIALS RATIO, SHALL BE ESTABLISHED ON THE DA615 OF FIELD EXPERIENCE AND/OR 5, REINFORCEMENT SHALL BE THOROUGHLY CLEAN OF ICE OR OTHER DELETERIOUS COATINGS. TRIAL MIXTURE$ WITH MATERIALS TO BE EMPLOYED IN ACCORDANCE WITH SECTION 1905.3, EXCEPT AS 1. EMBEDDED ITEMS ARE NOT REQUIRED TO BE HOOKED OR TIED TO REINFORCEMENT WITHIN THE For foundation Systeme eoroietire or a plain concrete footing and a plain concrete PERMITTED IN SECTION 1905.4, OR REQUIRED BY SECTION 1904. 6. WATER SHALL 5E REMOVED FROM THE PLACE OF DEPOSIT BEFORE CONCRETE 15 PLACED UNLE55 A CONCRETE. etamwell, a minimum of one bar Shall be provided at the top of the Kemwall and at the TREMIE 16 To DE USED OR UNLESS OTHERWISE PERMITTED BY THE CODE ENFORCEMENT OFFICIAL bottom of the footing, SECTION 19053 PROPORTIONING ON THE BA615 OF FIELD EXPERIENCE AND/OR TRIAL MIXTURES. 2. EMBEDDED ITEMS ARE MAINTAINED IN THE CORRECT POSITION WHILE 714E CONCRETE REMAINS CONCRETE PROPORTIONING DETERMINED ON THE BA515 OF FIELD EXPERIENCE AND/OR TRIAL 7. LAITANCE AND OTHER UNSOUND MATERIAL SHALL BE REMOVED BEFORE ADDITIONAL CONCRETE IS PLASTIC. Where slab on ground I6 cast monolithically with the footing, Orn No. b bar IS permitted U rq MIXTURES SHALL BE DONE IN ACCORDANCE WITH ACI 310, SECTION 5.3, PLACED AGAINST HARDENED CONCRETE b bs�cated M either the top of the Blab or bottom of the footing. Nl 3, THE CONCRETE 16 PROPERLY CONSOLIDATED AROUND THE EMBEDDED ITEM. U SECTION 1905.4 PROPORTIONING WITHOUT FIELD EXPERIENCE OR TRIAL MIXTURES, CONCRETE SECTION 1905.8 MIXING. MIXING OF CONCRETE$HALL 5E PERFORMED IN ACCORDANCE WITH 1908.1.16 AOI 318, section D.3.3. WN SECTION 1901.5.2 TOLERANCES.UNLESS OTHERWISE SPECIFIED BY THE REGISTERED DESIGN ModlFy AGI 318, Sections 0.3,3.2 Through 0.3.3.5, to read as follows: PROPORTIONING DETERMINED WITHOUT FIELD EXPERIENCE OR TRIAL MIXTURES SHALL BE DONE IN SECTION 1905.8.1 THROUGH SECTION 1905.8.3. (- PROFESSIONAL, REINFORCEMENT,PRESTRE66ING TENDONS AND PRESTREB5ING CODES SHALL BE D,3,3.2 - In structures aesignad to Seismic Design Category O, D, E or F, post-Inetalled P-t Y SECTION 1905.0.1 GENERAL. CONCRETE SHALL BE MIXED UNTIL THERE I5 A UNIFORM DISTRIBUTION OF PLACED WITHIN THE TOLERANCES SPECIFIED IN SECTION 1901.5.2.1 AND SECTION 19015.2.2. anchors far use under D.2.3 shall have passed the Simulated Seismic Teets of AGI 355.2. 0 ACCORDANCE WITH ACI 318, SECTION 5.4, It SECTION Ia-05 5 AVERAGE STRENGTH REDUCTION. AS DATA BECOME AVAILABLE DURING MATERIALS AND SHALL BE DISCHARGED COMPLETELY BEFORE THE MIXER 15 RECHARGED. SECTION 1901.5.2.1 DEPTH AND COVER. TOLERANCE FOR DEPTH D, AND MINIMUM CONCRETE LOVER 0.3.3.9 - In structures assigned to Seismic Design Category C, D, E or Is, the design W to } x CONSTRUCTION, IT 15 PERMISSIBLE TO REDUCE THE AMOUNT BY WHICH THE AVERAGE COMPRESSIVE TABLE 1901strength of anchors shell be taken as 0 X W IL STRENGTH (F'CR) IS REQUIRED TO EXCEED THE SPECIFIED VALUE OF FC IN ACCORDANCE WITH ACI 318, SECTION 1905.8.2 READ?-MIXED CONCRETE READY-MIXED CONCRETE SHALL BE MIXED AND IN FLEXURAL MEMBERS,WALLS AND COMPRESSION MEMBERS SHALL BE AS SHOWN IN .5.2.1, .15rNn and 0.15rVn , where r le given In 0.4.4 or W LL SECTION 5.6. DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C e4 OR ASTM C 605. EXCEPT THAT TOLERANCE FOR THE CLEAR DISTANCE t0 FORMED SOFFITS SHALL DE MINUS 1/4 INCH 0.4.5, and Nn and vn are determined in accordance with 0.4.1. O Z (6.4 MM)AND TOLERANCE FOR COVER SHALL NOT EXCEED MINUS ONE-THIRD THE MINIMUM CONCRETE SECTION 1905.6 EVALUATION AND ACCEPTANCE OF CONCRETE, THE CRITERIA FOR EVALUATION AND SECTION 1905.0.3 JOB-MIXED CONCRETE, JOB-MIXED CONCRETE SHALL COMPLY WITH ACI 318„ COYER REQUIRED IN THE DESIGN DRAWINGS OR SPECIFICATIONS. 0.3.3.4 - In e:racturee assigned to Seismic Design Categoy C, D, E or P, anchors shell be py1 U ACCEPTANCE OF CONCRETE SHALL BE AS SPECIFIED IN SECTION 1905,6.2 THROUGH SECTION SECTION 5.8.3. 1, designed to he governed by tensile or Shear Strength of a ductile steal element, unless h+i QZtoto ACCEPTANCE .5.5. D.3.3.5 IS satleFled. a WW , SECTION la S CONVEYING.jHE METHOD AND EQUIPMENT FOR CONVEYING CONCRETE TO THE PLACE • 1 B SECTION 1905.6.1 QUALIFIED TECHNICIANS. CONCRETE SHALL DE TESTED IN ACCORDANCE WITH THE OF DEPOSIT SHALL COMPL, WITH SECTION 1905.9.1 AND SECTION 1905,9.2. TABLE 1901.5.2.1 D-3.3.5 - Instead of D.3.&4, the attachment that the anchor Is connecting to the Structure � " REQUIREMENTS IN SECTION 1905.6.2 THROUGH SECTION 1905.6.5, QUALIFIED FIELD TESTING TOLERANCES shell be designed so that the attachment will undergo ductile yielding eN a toed level N TECHNICIANS 6HALL PERFORM TESTS ON FRESH CONCRETE AT THE JOB SITE,PREPARE SPECIMENS SECTION 1905.9.1 METHOD 008dNVEYANCE CONCRETE SHALL BE CONVEYED FROM THE MIXER 70 THE correspond¢q to anchor Forces no greater than the design strength of anchone rn REQUIRED FOR CURING UNDER FIELD CONDITIONS, PREPARE SPECIMEN&REQUIRED FOR TESTING IN THE PLACE OF FINAL DEPOSIT JY,,4ETHODS THAT WILL PREVENT SEPARATION OR L056 OF MATERIALS. times the in ,1.3.3.3, or the minimum design Strength attace the anchone shall be at levet 2.5 S LABORATORY, AND RECORD THE TEMPERATURE OF THE FRESH CONCRETE WHEN PREPARING TOLERANCE ON rimae !ha fpbTorad forces transmitted by the e!lechmern. . SPECIMENS FOR STRENGTH TESTS, QUALIFIED LABORATORY TECHNICIANS 6HALLU L PERFORM ALL SECTION 1905.9.2 CONVEYING,SQUIPMENT. THE CONVEYING EQUIPMENT SHALL BE CAPABLE OPF DEPTH (dJ TOLERANCE ON d MINIMUM CONCRETE J REQUIRED LABORATORY TESTS. PROVIDING A SUPPLY OF CONCRETE AT THE 517E OF PLACEMENT WITHOUT SEPARATION OF (INCHES) (INCH) COVER (INCH) SECTION 1912 ~ INGREDIENTS AND WITHOUT INTERRUPTIONS ETE A T SUFFICIENT TO PERMIT THE OUTS OF RABON O BIETWEEN ANCHORAGE TO 00 CRETE-STRENGTH DESIGN SECTION 1905.6,2 FREQUENCY OF TESTING, THE FREQUENCY OF CONDUCTING STRENGTH TESTS OF SUCCE5IVE INCREMENTS, d ) 8 t 3/9 - 3/8 CONCRETE SHALL BE Al,SPECIFIED IN SECTION 1905.6.21 THROUGH SECTION 1905.6.2.4. : 1/2 I/2 The Scope. SECTION 190610 DEPOSITING. THE DEPOSITING OF CONCRETE SHALL COMPLY WITH THE rd ) 8 The for of this section shall govern the load* design of anchone metalled In SECTION 1905.6.21 MINIMUM FREQUENCY. SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF PROVISIONS OF SECTION 1505.10.1 THROUGH SECTION 1905.10.6. oth .concrete for purposes a edtrastuds a structural loads from one connected clamant n the ENGINEER. CONCRETE PLACED EACH DAY SHALL BE TAKEN NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR 61: I INCH . 25.4 MM, other. Headed bolo, headed etude and hooked OIL ar a bolo cast In concrete and FOR EACH 150 CUBIC YARDS (115 M3)OF CONCRETE,NOR LESS THAN ONCE FOR EACH 5,000 SQUARE SECTION 1905.10.1 SEGREGATION, CONCRETE SHALL BE DEPOSITED AS NEARLY A5 PRACTICABLE TO in accordnsion anchone and undercut of ACI installed d hardened concrete I ehe11 , p designed t0`N Y TOR R * 6� FEET(465 M2) OF SURFACE AREA FOR SLABB OR WALLB. ITS FINAL POSITION TO AVOID SEGREGATION DUE t0 REHANDLING OR FLOWING. In accordance with Appendix D of AGI 3IB ss modified by Section 1908.1.16, provided NOS they we within the scope or Appendix D. O a �1 Z" Z SECTION 1905,6.2.2 MINIMUM NUMBER, ON A GIVEN PROJECT, IF THE TOTAL VOLUME OF CONCRETE IS SECTION 1905,10.2 PLACEMENT TIMING, CONCRETING OPERATIONS SHALL 5E CARRIED ON AT SUCH SECTION 1901.6.2.2 BENDS AND ENDS. TOLERANCE FOR WNGIIDDINAL LOCATION OF BENDS AND ENDS OF PROTECT TOPS OF EXPOSED REBAR PER OSHA W Vii'^ SUCH THAT THE FREQUENCY OF TESTING REQUIRED BY SECTION 1905.6.2.1 WOULD PROVIDE LESS THAN A RATE THAT THE CONCRETE 16 AT ALL TIMES PLASTIC AND FLOWS READILY INTO SPACES BETWEEN REQUIREMENTS. Exception: Where the baste concrete breakout strength In torsion of a single anchor, Nbr! � -' REINFORCEMENT SHALL BE t 2 INCHES C 51 MM) EXCEPT AT DISCONTINUOUS END$ OF MEMBERS WHERE THE FIVE STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, TESTS SHALL SE y MADE FROM AT LEAST FIVE REINFORCEMENT. TOLERANCE SHALL BE t 1/2 INCH (t 12.1 MMI. IS determined In accordance with Equation fD-U, the concrete breakout strength requirements of Section D.4.2,2 shell be coneidered satisfied by the design procedures ,i aJ �o- RANDOMLY SELECTED BATCHES Ole FROM EACH BATCH IF FEWER THAN FIVE BATCHES ARE USED, NOTE, of Sections D.5.2 and D.6.2 far anchors exceeding 2 Inches (61 mm) In diameter or 25 SECTION 1905.10.3 UNACCEPTABLE CONCRETE. CONCRETE THAT HAS PARTIALLY HARDENED TOR BEEN SECTION 1901,63 WELDED WIRE FABRIC. WELDED WIRE FABRIC WITH WIRE 612E NOT GREATER THAN W5 OR D5 FOUNDATION WALLS ARE DESIGNED IN ACCORDANCE WITH TABLE Inches (635 mn) tensile embodiment depth- OF SED PPO' SECTION 1905.6.2.3 SMALL VOLUME, WHEN THE TOTAL VOLUME OF A GIVEN CLASS OF CONCRETE Is LESS CONTAMINATED BY FOREIGN MATERIALS SHALL NOT BE DEPOSITED IN THE STRUCTURE USED IN SLABS NOT EXCEEDING 10 FEET(3040 MM) IN SPAN 16 PERMITTED TO SE CURVED FROM A POINT 1005.5 (2) OF THE NEW YORK STATE BUILDING CODE THAN 50 CUBIC YARDS (38 M3),STRENGTH TESTS ARE NOT REQUIRED WHEN EVIDENCE OF BEC71ON 1905.10.4 RETEMPERING. RETEMPERED CONCRETE OR CONCRETE THAT HAS SEEN REMIXED AFTER NEAR THE TOP OF THE 5LA5 OVER THE SUPPORT To A POINT NEAR THE BOTTOM OF THE BLAB AT WALL HEIGHT • 3 PEST The strength ed ab of shall b that are not within the scope a Appendix e. of AGI 318, SATISFACTORY STRENGTH 15 SUBMITTED TO AND APPROVED BY THE CODE ENFORCEMENT OFFICIAL, INITIAL SET SHALL NOT BE USED UNLESS APPROVED BY THE REGISTERED DESIGN PROFESSICONAL. MIDSPAN, PROVIDED SUCH REINFORCEMENT Il, EITHER CONTINUOUS OVER, OR SECURELY ANCHORED AT FOOTING HEIGHT • I FOOT and as emended above, shall be In accordance with an approved procedure. 4 � T. �T�� P-E- SUPPORT. BOIL CLASS • LOAM, SP AND GW SECTION 1905,6.2.4 STRENGTH TEST, A STRENGTH TEST SHALL BE THE AVERAGE OF THE STRENGTHS OF SECTION 1905.10.5 CONTINUOUS OPERATION. AFTER CONCRETING HAS STARTED, IT SHALL 5E�CARRIED _J 1-- TWO TWO CYLINDER5 MADE FROM THE SAME SAMPLE OF CONCRETE AND TESTED AT 26 DAYS OR AT THE TEST ON AS A CONTINUOUS OPERATION UNTIL PLACING OF A PANEL OR SECTION, A$DEFINED BY IIT8 SECTION 1901.5.4 WELDING. WELDING OF CROO61146 BARB 514ALL NOT BE PERMITTED FOR A56EM5LY OF AGE DESIGNATED FOR THE DETERMINATION OF F'C. BOUNDARIES OR PREDETERMINED JOINTS, 16 COMPLETED, EXCEPT Al, PERMITTED OR PROHIIBITED 13Y REINFORCEMENT UNLESS AUTHORIZED BY THE REGISTERED DESIGN PROFE5510NAL, O SECTION 1906.4. 1905.8.2 READY-MIXED CRETE CONREADY-MIXED CONCRETE ED SHALL BE MIXAND DELIVERED IN ACCORDANCE WITH THE y SECTION 1905x.3 LABORATORY-CURED SPECIMENS. LA50RATORT-CURM SPECIMEN&SHALL COMPLY e TIOFr N J2Q3 6 SPACING LIMITS FOR REINFORCEMENT. THE CLEAR DISTANCE BETWEEN REINFORCING BARB, REQUIREMENTS OF ASTM G 94 OR ASTM G 005. F� WITH THE PROVISIONS OF SECTION 1905.6.3.1 THROUGH SECTION 1905.6.3.4, SECTION 1905.10x. PLACEMENT IN VERTICAL LIFT$. THE TOP SURFACES OF VERTICALLY FORMED LIFTS BUNDLED BARS,PRESTRE66ING TENDON6 AND DUCTS SHALL COMPLY WITH ACI 318, SECTION 1.6, O~ U L, 1 1 U. U. SECTION 1905.6.3.1 SAMPLING, SAMPLES FOR STRENGTH TESTS SHALL BE TAKEN IN ACCORDANCE SHALL BE GENERALLY LEVESECTION 19011 CONCRETE PROTECTION FOR REINFORCEMENT. THE MINIMUM CONCRETE COVER FOR CONCRETE MIXTURES W55C - CHAPTER 19 (TABLE 19014.2.1 (JOB MIXED)] 0 m WITH ASTM C 112. SECTION 1905.10.1 CONSTRUCTION JOINTS. WHEN CONSTRUCTION JOINTS ARE REQUIRED, THEY SHALL REINFORCEMENT SHALL COMPLY WITH SECTION 1901.7.1 THROUGH SECTION B01.7.7. BE MADE IN ACCORDANCE WITH SECTION 19064. NOMINAL MAXIMUM WATER MAXIMUM WATER Q� q Ill N U IQ } SECTION 1905.6.3.2 CYLINDERS. CYLINDERS FOR STRENGTH TESTS SHALL BE MOLDED AND - SECTION 1907.1.1 LAST-IN-PLACE CONCRETE(NONFRESTRESSED). MINIMUM CONCRETE COVER SHALL BE AIR CONTENT CEMENTITIOUS CEMENTITIOUB SOLUBLE CHLORIDE ICON U nl f LABORATORY CURED IN ACCORDANCE WITH A57M C 31 AND TESTED IN ACCORDANCE WITH ASTM C SECTION 1905.10.8 CONSOLIDATION- CONCRETE SHALL BE THOROUGHLY CONBOLIDATED BY iSUITABLE PROVIDED FOR REINFORCEMENT IN NONPRESTRESSED,CAST-IN-PLACE CONCRETE CONSTRUCTION IN CLASS, APPLICATION EXPOSURE Tic MAXIMUMI ADMIXTURES a 87 C�1 Z 0 gg, MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY WORKED AROUND REINFORCEMENT AND ACCORDANCE WITH TABLE 1901.1.1. AGGREGATE i61ZE I MATERIAL RATIO MATERIALS (CI-J IN CONCRETE, BY (p Q d EMBEDDED FIXTURES AND INTO CORNERS OF THE FORMS. BY WEIGHT WEIGHT OF GEMENT Zj Z } U a SECTION 1905.6.3.3 ACCEPTANCE OF RESULTS. THE STRENGTH LEVEL OF AN INDIVIDUAL CLASS OF LIMITS ON rrT^,, O U Z U Q CONCRETE SHALL SE CONSIDERED SATISFACTORY IF 50TH OF THE FOLLOWING REQUIREMENTS ARE MET. SECTION 1905.11 CURING, THE CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH SECTIOPN 1905.11.1 FREEEICING W, HYDRAULIC ['^ rj, _V THROUGH SECTION 1905.11.3. TABLE 1901.1.1 SLABS ON DEICING 2 CEMENT 3 NO CALCIUM IR-r I. EVERY ARITHMETIC AVERAGE OF ANY THREE CONSECUTIVE STRENGTH TESTS EQUALS OR EXCEEDS F'L, MINIMUM GONCRETE COVER 3 GRADE CHEMICALS, 3,500 1-I/2" 5-1/2 % 0.45 CHLORIDE 0,15 O U O p SECTION 1905.11.1 REGULAR. CONCRETE(OTHER THAN HIGH-EARLYSTRENGTH) SHALL BE MAINVTAINED SULFATE P51 LIMITS ON FLY ADMIXTURES = Z O 2 NO INDIVIDUAL STRENGTH TEST (AVERAGE OF TWO CYLINDERS) FALLS BELOW Ft SY MORE THAN ABOVE 50 F (10 C)AND IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN PAYS AFTrER MINIMUM (SEVERE) ASH, SLAG, AND 500 P61 (3.45 MPA). PLACEMENT,EXCEPT WHEN CURED IN ACCORDANCE WITH SECTION 1905.11.3. COVER SILICA FUME a U U U h- -J CONCRETE EXPOSURE INCHES SECTION 1905.6.3.4 CORRECTION, IF EITHER OF THE REQUIREMENTS OF SECTION 1905.69.3 ARE NOT MET, SECTION 1905.11.2 HIGH -STRENGTH, HIGH-EARLY-BTRENGTH CONCRETE SHALL BE MAINTAINED LIMITS ON CA CD ll U STEPS SHALL BE TAKEN TO INCREASE THE AVERAGE OF SUBSEQUENT STRENGTH TEST RESULTS, THE ABOVE 50 F(10 C) AND IN A MOIST CONDITION FOR AT LEAST THE FIRST THREE DAYS, EXCCEPT WHEN FREEEICING W, HYDRAULIC N REQUIREMENTS of SECTION 1905.6.5 SHALL BE OBSERVED IF THE REQUIREMENT OF SECTION 1905.6.3.3, CURED IN ACCORDANCE WITH SECTION 1905.11.3. I. CONCRETE CART AGAINST AND PERMANENTLY EXPOSED DEICING 2 CEMENT 3 NO CHLORIDE LL 70 EARTH 3 3 FOUNDATION CHEMICALS, 3,000 I_1�^ 5-I/2 % 0.45 CHLORIDE 0.15 li- ITEM 2 IS NOT MET, WA's SULFATE P61 LIMITS ON FLY ADMIXTURES Wl U SECTION 1905.11.3 ACCELERATED CURING, ACCELERATED CURING OF CONCRETE SHALL COMPLY WITH ACI 1-y SECTION 1905.6.4 FIELPCIIRED SPECIMENS. FIELD-LURED 6PELIMkT16 SHALL COMPLY WITH THE 318, RECTION 5.11.3. 2. CONCRETE EXPOSED TO EARTH OR WEATHER (SEVERE) ASH, SLAG, AND SECTIOPROVI190 .6 SECTION )REDSa. S .1 THROUGH SECTION 1905x..4.4, NO. 6 THROUGH NO. 18 BAR Z _ &)LICA Fl1ME a Z 111 SECTTION ISO 12 COLD WEATHER REQUIREMENTS. CONCRETE THAT IS TO BE PLACED DURING FREEZING OR NO. 5 BAR, W31 OR 031 WIRE, AND SMALLER I-I/Z Z SECTION 1905.6.4.1 WHEN REQUIRED. WHERE REQUIRED BY THE CODE ENFORCEMENT OFFICIAL,THE NEAR-FREEZING WEATHER SHALL COMPLY WITH THE FOLLOWING: FOOTINGS SULFATE LIMITS LI NO CALCIUM CAD � m Q RESULTS OF STRENGTH TESTS OF CYLINDERS CURED UNDER FIELD CONDITIONS SHALL BE PROVIDED. 3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT 4 (SEVERE) 3PSI I-I/2" 5-I/2 %2 0,45 HYDRAULIC CHLORIDE U CEMENT 3 ADMIXTURES O Q ` I, ADEQUATE EQUIPMENT 51HALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PRiOTECTING WITH GROUND _ RING FREEZING OR NEAR-FREEZING WEATHER. LABS, WALLS, JOISTS: B SECTION 1905.6.4,2 LURING, FIELD•CURED CYLINDERS SHALL BE CURED UNDER FIELD CONDITIONS IN CONCRETE DUNO. 14 AND NO. 18 BARS 1-1/2 1. A SMALLER NOMINAL MAXIMUM AGGREGATE 51ZE MAY BE USED AT THE DISCRETION OF THE CONTRACTOR, INSTALLER AND MANUFACTURER. PAGE: ACCORDANCE WITH ASTM C 31, 2 CONCRETE MATERIALS AND REINFORCEMENT, FORMS,FILLERS AND GROUND WI7H WHICH CCONCRETE EA II BAR AND SMALLER 3/4 2. AIR CONTENT INDICATED INT EH TABLE IS FOR CNTEN TETE WITH MATCHING NOMINAL MAXIMUM AGGREGATE SIZE INDICATED- IF SMALLER SECTION 1905,6,4,3 SAMPLING. FIELD-CURED TEST O7LINDER5 SHALL BE MOLDED AT THE SAME TIME AND IS TO COME IN CONTACT SHALL BPRIME FREE FROM FROST. BCOLUMNS: MAXIMUM AGGREGATE SIZE IS SELECTED AIR CONTENT' 6HALL BE ADJUSTED UPWARDS IN ACCORDANCE WITH ACI 318 TABLE 4.2,1. FROM THE SAME SAMPLES AS LA50RATORY-CURED TEST CYLINDERS, PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS -I/2 3. HYDRAULIC GEMENT: ASTM G 150 TYPE Y. 3. FROZEN MATERIALS OR MATERIALS CONTAINING TLE 6HALL N07 BE USED, 814616, FOLDED PLATE METIBER6: 4. LIMITS ON THE AMOUNT X FLY ASH, SLAG, AND $)LICA, FUME BY MASS OF TOTAL GEMENTITIOUS MATERIALS: SECTION 1905.6,4.4 CORRECTION, PROCEDURES FOR PROTECTING AND CURING CONCRETE SHALL BE NO. 5 BAR AND LARGER 3/4 A. FLY ABN: MAXIMUM 25% A_ IMPROVED WHEN THE STRENGTH OF FIELD-DURE) CYLINDERS AT THE TEST AGE DESIGNATED FOR BEOTION 190513 HOT WEATHER REQUIREMENTS, DURING HOT WEATHER, PROPER ATTENTION SMALL BE NO. 5 BAR, W31 OR 031 WIRE, AND SMALLER I/2 B. SLAG: MAXIMUM MAXIMUM DETERMINATION OF F'C 15 LE65 THAN 85 PERCENT OF THAT OF COMPANION LABORATORY-CURED GIVEN TO INGREDIENTS,PRODUCTION METHODS, HANDLING,PLACING, PROTECTION AND CURING TO G. SILICA FUME: MAXIMUM 10% CYLINDERS. THE 85 PERCENT LIMITATION SHALL NOT APPLY IF THE FIELD-CURED BTRENGTH EXCEEDS PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT COULD IMPAIR THE FOR SI: I INCH • 25.4 MM. D. TOTAL OF FLY ASH, SLAG, AND SILICA FUME(: MAXIMUM 50% F'0 BY MORE THAN 500 PSI (3.45 MPA). REQUIRED STRENGTH OR SERVICEABILITY OF THE MEMBER OR STRUCTURE. E. TOTAL OF FLT ASH AND SILICA FUME: MAXIIMUM 35% THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL',SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTIONOR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.NISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CONTRACTOR NOTES: CODE 8YNOP515: 1 2 3 5Q' _ 0" 4) 5 6 CODE: BUILDING CODE OF THE STATE OF NEW YORK 2010 2 l' - 6" 2 T' - B" 2 " 7' - B" 2 " T' - 8" 2 " i. - b.. 2 I. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND s 1 BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND BEST STANDARDS OP CONSTRUCTION Ori peN Y i ASSIFI ATION 12" 9' - 6° S. - e" 9` ' B" 9 B" 9, _ 611 O" o ' PRACTICE. ASSEMBLY GROUP A (A-3) --- THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS f m v PROJECT. VE - TYPE: 5B kEi � � CONSTRUCTION 2, THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE 51TE ANY DISCREPANCIES MUST BE BROUGHT 70 THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE ^ _ _ _ _ _ _ _ _ _ — — — CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE HAS STARTED WORK AREA CALCULATI ONS EXCEPT FOR HIDDEN JOB CONDITIONS. •,+ 7- 111,— 3. CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND EQUIPMENT INCORPORATED PROPOSED AREA: 1500 SQ.FT. L J J J L J L IN THE WORK WILL BE NEW, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY, TOTAL, 1500_8Q. FT 4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEAN8, METHODS, TECHNIQUES, _ = B" iHK. P.G. WALL ON SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH I 8" X 16" P.G. FOOTING THE WORK, AND HE SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE m m B„r m m WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, THE ENGINEER SHALL NOT BE ,• RESPONSIBLE FOR THE ACTS OR OMISSIONS BY THE CONTRACTOR, NO CHANGES SHALL BE MADE IN THE m DOCUMENT6 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE o ENGINEER. 5, THESE DRAWINGS AND SP£CIFIGATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE . PROPERTY OF THE ENGINEER AND ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT, THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT B - - Y WRITTEN z ' L O AUTHORIZATION OF THE ENGINEER. J O- 6. THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION, ON-SITE INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, CONTRACTOR OR LOCAL BUILDING _ _ 4" P.G. SLAB , DEPARTMENT. O m m ON GRADE � INSTRUCTIONS FOR THE INSTALLER Fir A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION CATALOG - C-2005). INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY r •:®-- - - - - - - - - CAUSE THE CONNECTION TO FAIL, 16D FASTENERS ARE COMMON NAILS (B GA x 3 1/2') AND CANNOT BE -J ` REPLACED WITH 160 SINKERS (9 GA x 3 1/4'7 UNLESS OTHERWISE SPECIFIED. L B. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER 24" X 24" P.C. I P.C.PILLABASE ON " THAN THE BOLT DIAMETER (PER THE 1997 NDS, SECTION 8.1.2.1.). 32" X 32" X e .C'.. FOOTING m r O, INSTALLALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. m m D. USE PROPER SAFETY EQUIPMENT OR AS RECOMMENDED BY 06HA, ` w n E WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES: FOLLOW PROPER WELDING PROCEDURES u r AND SAFETY PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S. STANDARDS. _ Q� `fl F. PNEUMATIC OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPER ATOR OR OTHERS. `v _� - NAIL TOOLS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS 'x + . 7 ' - _ — —j , ARE x ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. (D � G. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR BEAT, AND THE GAP BETWEEN THE JOIST END AND FOUNDATION t FOOTING PLAN %� L w THE HEADER SHALL NOT EXCEED 1/8" PER ASTM TEST STANDARDS. H auto H. FOR HOLDOWN5, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PWS 1/3 TO 1/2 TURN WITH A WRENCH, WITH SCALE: I/4" • 1'-0" Q CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER- O v) rq TORQUE THE NUT. ¢ 1 2 3 So' - 011 5 l 6 w COMPACTED BACKFILL �„ 2T 2" T' _ B" 21' 2" SHALL COMPLY WITH SECTION 1803 OF B.C,N.Y. . AS NOTED BELOW I' - d" 9' - 6" s. - all g' - B" '31 - all ENGINEER. SOIL TESTING, SOIL CLASSIFICATION AND BEARING CAPACITIES, FOOTING AND FOUNDATION DESIGN SHALL BE INT64"X4"XI/4" WITH T64"X4"XI/4" WITH ACCORDANCE WITH N.Y.5. BUILDING CODE CHAPTER 18. I I/4 5 1i�2" I I/4° I/4" BASE PLATE 764"X4"XI/4" WITH 1/4" BABE PLATE ORK A. MATERIALS v I/4" BASE PLATE A-5 4 - 3/4"� HOLES FOR _ DOWNSPOUT c 4 y I. FILL AND BACKFILL MATERIAL OBTAINED FROM ON-SITE CUTTING OR EXCAVATION OR SOURCES LOCATED AWAY ` I/2" ANCHOR BOLTS FROM THE CONSTRUCTION SITE (BORROWED) SHALL BE CLEAN SAND, GRAVEL, EARTH OR A MIXTURE OF THESE \ CONTAINING NO ORGANIC MATTER WITH A MAXIMUM SIZE OF 4". m C\ TS 4"X4"XI/4" WITH 2. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED BAND OR 'BANK RUN'. GRAVEL FROM s 1/4" THK. BABE PLATE u` SITE OR SOURCE APPROVED BY THE SOILS ENGINEER AND APPROVED AS SUITABLE MATERIAL FOR THE PURPOSE �' OF SUPPORTING THE SLAB ON GRADE. MINIMUM BEARING CAPACITY TO BE 2 TONS PER SQUARE FOOT . 3 TON �\ _ FNS PPCF PER SQUARE FOOT FOR FOOTINGS- `r I 6" CMU A8E W/ STONE VENEER TO MATCH EXISTING JEFFl¢EY TLER, P.E m 0 V- B, COMPACTED BACKFILL m m � pj ~ Q I. PROMPTLY BACKFILL EXCAVATIONS AS WORK PERMITS, BUT NOT BEFORE CONCRETE WALLB ANp FOOTINGS c u+ O HAVE ATTAINED FULL DESIGN STRENGTH AND PIPING AND OTHER ITEMS BELOW BACKFILL HAVE BEEN TESTED AND ^> Z 73 APPROVED, = 784"X4"SE P WITH O Fl I/4" BASE PLATE OVER LL = UL 2. BACKFILL AND FILL TO NEW SURFACE GRAPES A6 REQUIRED- IF SUFFICIENT SOUND AND APPROVED , MATERIALS ARE NOT ON HAND TO COMPLETE FILLING OPERATIONS TO REQUIRED GRADES, PROVIDE SAME. a 1/4" BASE PLATE 3. FILL SHALL BE CONSIDERED AS SATISFACTORY BEARING MATERIAL, THEN PLACED IN ACCORDANCE WITH THE ✓✓ Q nl T(( IS 4"X4"XI/4" WITH FOLLOWING PROGEDURE� 1/4" THK. BASE PLATE I IO � Ol�nr, 0 � O O a4Q' lp z A) BEFORE PLACEMENT OF FILL THE EXISTING GROUND SURFACE SHALL BE STRIPPED OF ALL ORGANIC GROWTH, 9 CL WOOD, RUBBISH, DEBRIS AND OTHER DELETERIOUS OR UNSUITABLE MATERIALS. AFTER STRIPPING, THE GROUND O m ip SURFACE SHOULD BE COMPACTED 70 THE DENSITY DE5CRIBED BELOW. 1 CieO IL Z 9 Q Q B) MATERIALS FOR FILL 5HALL CONSIST OF CLEAN GRANULAR SOIL CONTAINING NO DELETERIOUS MATTER. IT NON-SHRINK GROUT r m A_5 • V 7 O14 SHALL CONTAIN NO PARTICLES EXCEEDING 4" IN ITS LARGEST DIMENSION, BE WELL GRADED AND CONTAIN NO - - y (3 � r MORE THAN I2% BY WEIGHT OF MATERIAL PASSING THE NUMBER 200 SIEVE 6" 6� F-i 7 Z O Q C) FILL 5HALL BE PLACED AND COMPACTED AT ITS OPTIMUM MOISTURE CONTENT, IN UNIFORM LAYERS NOT 4 - 1/2' ANCHOR BOLTS /\ ~ 1: -1 m GREATER THAN ONE FOOT THICK AND EACH LAYER SHALL BE COMPACTED TO A DENSITY OF 98% OF ITS MAXIMUM U DENSITY AT FOOTINGS . 95% OF ITS MAXIMUM DENSITY AT SLABS AS DETERMINED BY ASTM (MODIFIED , - �� . J^ PROTOR DENSITY) FIELD DENSITY SHALL BE VERIFIED BY IN-PLACE DENSITY TESTS MADE IN ACC ACCORDANCE WITH Z r I rtl j IL ASTM D1556 (BAND GONE METHOD), FILL SHALL NOT BE PLACED WHEN FROZEN OR ON FROZEN SUBGRADE. W LL Q D) COMPACTED FILL OPERATIONS SHALL BE CONTINUOUSLY INSPECTED BY A SOILS ENGINEER. .. Z 777 I r 6" TS4"X4"X1/4" WITH 794"X4"XI/4" WITH S T84"X4"XI/4" WITH V N 0 1/4" BASE PLATE 1/4" BASE PLATE 1/4 BASE PLATE U8 ILDINCs CODE OOOO�NEW'�'O�'�-K�A� A-3 PAGE: ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND REGULATIONS, (LATEST EDITION), AND BASE PLATE DETAIL O 5HALL BE SUBJECT TO INSPECTION AND APPROVAL BY ALL AUTHORITIE5 HAVING JURISDICTION. O 3 bcALE FLOOR PLAN -� 2 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARETHE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTIONOR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT,TITLE TO THESE PLANS SWILL REMAIN WITH THE ARCHITECTVISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ( 6 1 dl I OLUAB E DEFLECTION TION OF � � "" 111 1 I STRUCTURA,MEMBERS A 5 I' ALLOWABLE STRUCTURAL MEMBER - -------- 9i-I-3/ XII /S -- - fBi 13/41'�tll�/�8 T- -- - (1) 1914 "X-II VY"- --- - - ---I-- ii9-113/4 SII Ve - (9) I;114"it I II DEFLECTION I\ -_ T T D T T T T n T II T n RAFTERS HAVING SLOPES GREATER THAN 3 / 12 1 _ --�- �- 1/180 rT 1 - _ _� y . _ ,�._ . T . T ' ' 'I ' I . HEADER ER _ �I J,y NE/jDER I mi BEAD ML'yEADEf� I ML. HEADER I � ��- WITH NO FINISHED CEILING ATTACHED TO RAFTERS ��- J - ROOF TRUSSES V360 --I I' � . 161 INTERIOR WALLS AND PARTITIONS H/ISOli — - . 4 I I FLOORS AND PLASTER CEILINGS 1/360 \ E Li / J� ALL STRUCTURAL MEMBERS V240 'T - m LINE of ROOF EXTERIOR WALL WITH PLASTER OR STUCCO FINISH W1360 `q L 'yi \ \\ I z • P\e m EXTERIOR WALLS - WIND LOADS - 'v WITH BRITTLE FINISHES a V240 -I._ - - \ ! - - - GUST ,...L _ / - - ! BN OF STONE VENEER _ _ _ _ _ TRUSS) CUPOLA'TT��R - — _ �h_ L �O�UMN BELOW EXTERIOR WALLS - WIND LOADS V 120 - - 1 I I 1 .'. - -� WITH FLEXIBLE FINISHES a _I \ -�� T , / I , NOTE: L • SPAN LENGTH, H - SPAN HEIGHT - - — - - - J� - - - — - - — 0.1-1 TIMESWIND LOAD SHALL BE PERMITTED TO BE TAKEN A6 0.7 PRE-ENGINEERED ROOF TRUSS \ / TIMES THE COMPONENT AND CLADDING LOADS 1 THE O ) Q e 24" O.C. \ RIDGE \ / / PRE GI JEERED GOOF TRUSS X PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. ' I i - - — - - - - �I- - + - + + -�- - �- -[- + + - + - �� - - - — - — - - — v ,..j � - - - — - m! LOAD SGH_EDULE P S _ y �I LINE of 5LA8 BELOW _ - - - Ll WIND 120 MPH EXP. 'S' ENGLOBED PER FIGURE 1609 NOTE: THE TOTAL AREA OF OPENINGS ON THE BUILDING ENVELOPE (WALLS AND ROOF AREA) 16 LE55 THAN 10% OF THE TOTAL AREA (ACTUAL • 4.91111 BUILDING -� 15 DESIGNED AS AN ENCLOSED STRUCTURE. p DESIGN WIND PRESSURE PER ASCE 7-2002, 0 — - — - , �\e O l y/A - - m SECT. 6.5 01 X U ROOF UPLIFT . SEE DWG A-3.2A COMPONENTS + CLADDING PER ASCE 1-2002, f[�� SEC. 6.5. SEE DWG A-3.2A BUILDING CLASSIFICATION = PER TABLE 16045 � I ^ - CATEGORY - I IMPORTANCE FCTR — �- -- - – a " I I I SEISMIC FACTOR IE • 1 / � \ \ ,TIS W m � X SNOW FACTOR IS = +--li- -1I 1-1-� -}L 1 - „ WIND FACTOR IW = I % - 3) 3/ % II__ " XII 1I8 - l3� 13/4"IX II 7/a31' , _(3.� 1 3/4' IX 11 7/81 I- _ .--(3) 13/4" XII 1/B _ \1 x U1 LL / -- QI ML, FADE ML. EAl ML. HEADER - -- ML HE,4DER GROUND SNOW LOAD • 45 -Sr PER FIGURE 1608.2 -L Cl SNOW LOAD FACTORSROOF FRAMING PLAN < O EXPOSURE (CE) TABLE 1608.1 , W Q THERMAL ICT) TABLE 1608.3.2 IMPORTANCE (U TABLE 1604.5 SCALE, I/4" = I'-o" >7Ied �4 32 R DESIGN SNOW LOAD • PF • .1(CIll PG mPER ASCE 1.99 SECTION 1.3,1 + 1.1 � � . .7 (IXIXIX45) - 31.5 PSF USE 32 PSF (\\\ ///) I\\\ ///) '\\\ ///, '\\\ ///l CC 1 III ROOF DEAD LOAD = IB PSF 52' O"- � ~ TOTAL= 50 PSF FLOOR LOADING (SLAB ON GROUND) 1 LL = 125 PSF PER TABLE 1601.1 GI EER, YORK I ` f111Tll,�Tl�I � lhlLll � L . T - IILIIIIII�I. .11 In-'d llfl'lll; rli' Jl.'-Irl,r1"I- 1I� r'4 - I�IrI1rl� irlil. 11111111.1 .�174i� fT�iI1111ilylTliflll;III`II!�[ .' : I :LdTlLllllr'71[rll- II11r1�fTIfIJ1_j-11 O�m� / � °'�'u . >_� >'I 11�-11 f tt nt 1 r -__ -_ ` • Z II JR 1 117 '(`(< �lI �f 11 r �f 1 fry I li fl 11 (If `I II?r � 1L IiIYI� tI ll_111 1TTLf Il 11r fl?f ll II iLIfT - JTTII "I III _ ,- - A 1- T! I Ir l r ✓ I _r T , 1 r rI J II r �I rI lr '4 r r N 1604.35 ALUMINUM, THE DEFLECTION OF ALUMINUM STRUCTURAL - . "lf1 -Y" r I fl T'11 T �-IT L 1 11 IZ Ir ITI fl lir' fl_ I- �- II r - I� IL1I I�I rlll- [ -il nT 1 Illi - ' A ADM I. __ _ _ _ - - 1L T L ILL I 1 �L Il ? � �1r II G � I �! I ��I R t T ��pL T l _ �l 1 - - 1_� MEMBERS SHALL NOT EXCEED THAT PERMITTED BY A _--_ - _ 11. 1 1LI 1 - JI�y- LLlr 1 C 1 ,r l . 1 1�1( 1 1� �rJ _ �1 1� I�I r _11 11� _fI� T 1 Tu l_ � ?YJ j111�11 : I fly lllrl`) �r�l �! I�1�1��-r�I 111 � III IJILIII1 11 111111 l I f¶11�I� 1 I1�l1JLLLn] �I111f TFIrTfl1111 LIMITS. DEFLECTION OF STRUCTURAL MEMBERS OVER SPAN, -�-�- - =-.-1"IIIi}i, -7�I_ jl�l " Inl L'r"X11 Irl 'li 11 II �1 ;- "Ll �rl Ir IITI�(.fJ1�L: 11'.T - i L��1 . "�. .L�1 [II --I ;-Ll� ll Ir I�F- 16043.6 L t_ jr 1 L, 1 i L , L SHALL NOT EXCEED THAT PERMITTED BY TABLE 1604.3 - - '" __ 11�I �� T L ' J� rrl I� rIT1 LLll�lf�[l> _I rl?Il llZllr4 dill_Il?i:l� II1 II I� J • [ I� 'I�� �� 11 -i Tf ['Lll'-I _FI I �I T� i 111- �II,I I� _�1-_i - �,__�_I='y_J l- _ �- t� I i t ! �7 ��n 1I 1111 11 llr�_�I r . u JII L l] 1_iFTF1 {- Ill 's r rnT��nnnrFinFI �I n �III_ . rZ f _ ��F T. a�T�a. P.E I1n�rFTF r_! It -'fir"ISn rmlln' ,u ��l���'iJTII[!1 ! III IITli-rrllliTifiLilf ilil !ll`�II�i1�l �_LI � � 1 1 �1S�nti r!rllilr'inllrll{' - d _ _ L L I 144 411 4 I-11_ _1 1 �1 11 I I _� - - - - f1 ll_'rI r�L1 li L IT"1 .1 C 1T{. III �I Llllllll l?Tllj'111f11�1 1�1111��1LI�1111 r Ill� l . 1"'I L' CONSTRUCTION L 6 OR W D + L _ I1 " T r� Tll `T Irl 1"I I ,I � (Q 1 _IIf r Il li TIl-�I] GUTTER Q Il 111 � 111�IP1y111 �1 rll PI� il lrll: 'f lfl_II iTII I � � - I � � - 1p ILII T� Tl _,fJ�rTl r�1T -� _1- MEMBER68UPPORTINGMASONRY L/600 - - _ - _- "_ . =_ -__"- - "(1 T T -I : II IlYl( lill Lr � l- I IJT�I�iTLgII_, ;1111LII ;il11. "- i �{- _ y ��- r f _I 1. T" l rl 11 1, ]-(' I J r1� II rl lT it LlI. �I - - I-- Fy SUPPORTING PLASTER CEILING V360 V360 L/240 { Il �i I 11 II lr 1 'I �� IT-I Il II �- _ �- _ 7 �. _ _ n Tfl4 1 ��rf1,II ill L, IF IrLL1 Th1 iL 11 11 �� , � _ - I._� o n 11 . lI trm [r t11 L rr. . 'In 451 �� =1 _ O O SUPPORTING NONPLA6TER CEILING L/360 L/360 V240 I _ _ 1 11 r ( � 771 'S` �ir� _ - Ia - 4 _ N NON SUPPORTING CEILING VI80 L/ISO L/120 _ - - J�L`Ti1 L: ROOF SHINGLES - - - _I II'll lrl� STI : fTl ll< I-I 11 II 'l,T?: TI : f T I i?I' fl llr r {L� 1 _ LII II- AL1?rl ExT. WALLS 1 INT. PARTITIONS Q WITH BRITTLE FINISHES - V600 - � - -_�_ _ _ "=-1111 LT�'I : 11. 111 ] iI[ll L 1 _l 1 f_11 C7141fI_Il jf"I?J,l I 1Lfl I CT_ III _- ! )- � _ '_ _ ✓ Uwl I FINISH 6 VI20 - C { =_I LY_1 r I_ . [ I�l fl 1_ l iI�Q I, 11111 I �I_ 'il f_fll rl l 1 Li �f}�II 11 -- _� _ J _�_� -i 4 3 fQ r C _ rr T rl �ll -_-1 - = I_ In N 1 WITH FLEx BLE lr � II IL- lL fl� ,l'11 [ 1111 L1f1]TP C�IJII' � _r l_ 4-1- � Q O 1+1 InIHQj Jlrnli '_ tri mrf'iLl�l 7 _— -_' _ - { 1,_ ', ` pill G'' V m "' � 3 O / -0Il L-6' / I-0' -b" / I-0" I SII _ - L' I ' 1605.3 LOAD COMBINATIONS U91NG ALLOWABLE STRESS DESIGN, ' 1 -�_ �I 1 �.- —_ -_ - r- _� - �1_ � r I '. � I � __. , .� - - :J- - 1- - - - - 1 lJS LI liu liL!j 11 Illi ,-_ I ' � ' 1 LII I L1I 11�1L_ll L'1 LL' iL � 1 _ I _- = -11;7 _ I1'LL1,,1ILI] i�I I11111 h 'NLl< II ILI - Q111_- -I 1_'11,1 !I ll I:II l.lJi L L .- �- - -7- - _� _r' �� 1-r-1`� -1 1605.3.1 BASIC LOAD COMBINATIONS. = - JF- l rt -- a 1T IT \ - I _ r-� �' J L_ =- _ { -f I _ L :--I_ 1 . : _ �_� �_ - F _ '111 LLl1J.11T �r7 LLr' L L- .JJ 111 �� _ _ _ _ _ _ - = - _ i_ _ LOWERED CUPOLA ,./ WHERE ALLOWABLE STRESS DESIGN (WORKING STRESS DESIGN) AS "-LL-�- - f - - U.1 111111 LILlra lJi� lLll ���� �IL`I11 1�J= �1L�lJli11 -!- r IJ 11111 IJI�1111�1111J IUJsL IIJI: I l� � Jf �I ~ "-=;"�7 j-I -�_L {=I.-_!� w � l7 PERMITTED BY THIS CODE, 15 USED, STRUCTURES AND PORTIONS - II-JJl 1111 1 1u11r,J LJJI - ! +A ' ;�uJf.W 1�W' L1L1 ILL I-II �_ ��1 i"17_ 1- _I--_ 11111.1 1� �1 LL aL,J_ V THEREOF SHALL RESIST THE MOST CRITICAL EFFECTS RESULTING _ _ - -I- -L .L -_ - = U. Il_!rl l li 1111 Jl 11.11 -1111 II-LL L 11111 1L'JJ 1}11 ":I LIJ_ - LLLII�ILI - _� _f f-Jl 3. Z cv - - _ _L_r -r - -- .1f� I]] �LI r1I1IL L1Llrlr11l_lI TyI ullu. L, u1J11_lIL4uLI1. LLu r) TWILL ,url.Juuu 1J11 _n 1 r� 1_ I = 1, Qu o FROM THE FOLLOWING COMBINATIONS. - _ .11.(1,11111 LILLLTI_ILIIILILI L'I 1L� LIL'IIL LJ 111JL II LII ILII~11_1L I� I IJL111Li1 LW111J11111JL1 u1LLrL j � V F - -1" '� dL1 11Lll_--_ I 11111 L � It'J fLLI f?Ir�ILi :,t'IIJ FJ COMBINATIONS OF LOADS: "I'J UL11L1tJ,IU II? 1L1.J 1111 LIIJ IL[L!11L �LI1-1 IIIJ7JLI:JL11L L1 LL;i LIrL 1,11{ I LLLLI_IL:11I.11 L y11LIJ_11Jl 11 "{ _-- j�_ - I_-_ _=1--- O U CSO 11 V =U p IB PSF ..'l.. 1lJ _1111 III L 111 ll 'llu11 1l Ln + L LJII u_+LUIS',_ 1 LII ILI u.Illl 11 11, ;. ' li,u 111 =- - -hL1 , �L111u. 1 i 11111 ,ut11JJJ 1111 1� LT. 1 415 y_1 rI1L'll-ill r- X11.1 (FORMULA 16-V rrI LJ L IJJI11 111 Lf1{1111(11 ITJJ1.1111_IJ1 'I ('I ILI(�Il I1f111 .1111-I1_I�1 [_ IJ 11.11 1111'x.111 WI Ll-I LI111'1111ILLLJII LL -`�=� II- -I -�-� 1 D + L 18 + 20 . 38 PSF - ._L! -. _T `- I�1_, ly,` ' '1 lll .Lf`jrl- 1 ILJ �I LJ IL LI�LJ1.1L1.111111 'LP V1L-I L1'JL1L 1111 LIIJ I�1�_Ll Llll�ll11I -LLL L1111L LLLI IJ,1 rl LlLll IL `1-- � 1--�_ L� V (FORMULA Ib B) - F -=F -" 111_I� ILL I LIJI I'] I U L� IIII [LL1 ri�1u a-i 1_i 111-iii uJ.u1rI��l o of 111111, In Fl1111 utlLliiil!ui li;ull��ulJ lluiL flil � Ji uL'IiL.Ir4i117iL lI '1�- 1 11 _: 1- W o p + L + S IB + 32 = 50 PSF (CONTROLS) (FORMULA ISA) -=r-L �- _ -�-L_f= I 1LLlT11 JI ILI Il 1L' LN LI I- InLLIJL LI-1�111t' I 11�1� L�1JJ-il_I-� - uJ11J 1.11.11ILIJ I_ 1.1111 ILLI a_LI I1 Il_`1 LJL 1[ I ILI 11 I1_LLIL�� ���'.+1LIL111L �- i � �- -- - I' Il II-ILLI .Cf .lIL�L1_Il_LIILILJIII!LILb _Il:_1111 :_11L7!LILJLIi_�l- LIIJ1Lll-h:JILLI_I_II_.ILI_L1"111_EYFIJ' 111_1ILILIi11llL�.lJ1LI,. 111111.7-: 11:111:11 p + W + S I8 + (-17.59 + 32 . 3248 PSF (FORMULA I6-10) - _ - -r � - _ 11�I111LLJ1.11-III � "Ll 11.11.11 l_111[1-LI_I LJI_IL I-lllll p�_LI,L1L11ILI LLll +p: ll ILL II LI-LIJLIJ N ;1_LIi1_I1J_I_L',WIJI1111.IIJ 1J ' II l�II 11.11 Jll.l ll-1111JI1L1 i1_L ly --1 ---- -r(-�,=r L� "W I- 0.6D + W 0.6D + 34.16K - _ [ -_(_ LILIj ILLI I - JI 'I lLiI I,, IIL '11� ' U��� L`1 L111'IJ,litill LIII I� �LL� 1i 11 I_ � uIIJ_all �'I 11111 � It IiI 11111,III_Lul1I-111 '1111,1111L� 'LJIJIJ_LL;IIF IIILII (FORMULA I6-II) _ _ - _ tl Ji,LI U_ 1 1L�LII�IL II LII L. `u -{lLltll 1111 IIJi-I_L(Wl))_ L �:L111LI 1f�1LL'1L�1�,J_ I_lll1, �I 1LLLl ILL L_I Wlll_Il_L111I 1LIJ ;LI1,LI lL'I IL111 a1L1�I-L�L�J LILIJ li11 i1� ILII�i;i`'L 11111 -�=111 -{=�1- -+� m + O.6D • 76.415K (CONTROLS) - __ L1�JI1J IL IJiLLL.IL 1.Lf lLl Lllll._IIf IE a FI JIJ JJLllII L1I�LLL 1LIL_L�lu�1.�11.L LIL�L(�IL�uIII�I�IL11L11JL1IJI �1LL 1111111]11_LjIL11�11�.LLLIL 11111 L11.JLLl1_IIIIL11 iL]1JL 1L[1�1LL =l-u- -'_ L�'.! O O Q 0.69 0.1E - - - -- IL I`LL I1.1J1I�1 L] IllJl Jll' LIII L��-LLLIll�ill I1 S LI ILLLI JI LJI_I '_11J_IJ.11. �11 111.111111_1.1LL,I1,11L1:Ii l l�.1111).0 ILIJ Ilil 1111_ I ll11..11-L111111 11 LIIllllTlll '� 11LILy�� 1LL14-lll_II!LI11LI111LuI.11ll -= ---J�1 =-_)= V -' Q (FORMULA 16-12) --- �= "!]L111�LJ1LJL1.1_1Ir� WJ1J1_LL 11�IIrL?1T] !I.IJJ I.II.I,IL,I111LIuIL1 L1-IJ' 111111"'11,1111-111-1u1111L1JJJ111 IJllLI�LI LlU_U-LLL1,��7I�I I��Jil1i I1111!.11-11.11.11-111 L11111,1,1'.IL� -1-1 ll1JIJLIl_II_IIJ-LIIILLIJLJl.I� JIJiI_!I1lMIlII!l_1Lr -111111lr 1L1L1LILI-111 .11_rL11}IIJ_ILLIJL;I_LLIJJ_ _1:LJ.111L11111L.Inl1-Ill_I`11..IlJI_11-11111-11 ia'L1J_ L111-J I_L11i11L+,1_Glll__11JJ_ 1605.4 6PECIALSEISMIGLOAD COMBINATIONS -r = - -I_ LLIIJJ�L111 1111-1-1 lll._Illl_..1. I1W L LJ IJ_L111 J1L L1 L1. L11L!111L; Illi_1111% J,' ,..i11L1JILJlLII_ILLIII-1111111 LI��,1L�111111,LLI,LLIi111 1,2D • FL + EM • 91.413 (CONTROLS) (FORMULA I6-19) 1L II .0 Illi -I -i 1_ - I ,+_ 11 Ly,L11��1 11-t11,.{,.11 11ft1:' �1111I -__ ' _':�t l- _- �1tll l=}i)j L, 1 `�: 1717 ,LI JLL I �J.1111,1 -: 1 1 (FORMULA ib-20) - -'- -111 11. - 1 f4u1 1 J1 Li ILLI ULF L 11 _ .-11.11 Il `Ll :l L LI_`I III 1 J ill11 I iII 11 rL u111L L I 11 _LII L[IJ 1111 ILI ll a IT .111 II 'Ili. 1'I_Fi Lm 1 ILL Il_I L JL IL_ D 0.99 + EM 91.409 " 111111 J ILJL1� -ill 1 111 J-1111 LLL iI LII N1LLJl "1l 1lLJ;IILI L' �l LLu�� LI I11� 1L 1 ']��� I Ill 1711 11 �L1J II I IL1L1L11JLJ1 L1v LI L' 1111 '- i!LJ L 111' n.L1�111' lLi1G�l f L� _�111J 11[I all IL`TL 111�1JL:LIIIJLW�l'_ 11L�L�J1�_IL�I LLLI L L �>SJ1 1 T IJ1LIiLl� I �;JII'-LILW.L a 111'_1.I� tl II 1111 I1I,� 1 `7 ' 1 II ISI , I Iu it 1 u I . 1 � I 111 a 111 ' II II 1 uJ `c Lim ROOF PLAN A- 3 2 SCALE: I/4" I < THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECTAND THEIR USE AND PUBLICATION SHALL BE RESTRICIEDTO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTIONOR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,18 PROHIBITED EXCEPT BY WRRTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WRH THE ARCHITECTVISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. = fi L'_4Y FFi C:"I [L/ bn � LOUVERED CUPOLA ry LOUVERED CUPOLA I n„ b Q — ROOF SHINGLES m ROOF SHINGLES v _ DR. n 3/4AZEK E A - _ T.O. HDR. T.O. H " n V 9' 0" V 9' - 0" 3/4" AZEK FASCIA_ - 3/4" AZEK CLAD HEADER i 3/4" AZEK CLAD HEADER DOWNSPOUT O DOWNSPOUT O 10' FIBERGLASS COLUMN ' COVER (TO MATCH 10" FIBER(SLAS6 COLUMN EXISTING COLUMNS) COVER (TO MATCH Y EXISTING COLUMNS) STONE VENEER TO _ MATCH EXISTING ll I _ FN. FL. I U FN. FL. I ) _ D..-`7 STONE VENEER TO --�7 " �, - O MATCH EXISTING _ _ W cry 2 LEFT ELEVATION �'" o s FRONT ELEVATION SCALE: 1/4 • I-O" w s " ' 3 x I SCALE: I/4" • I'-O" � x Z LL • pq 0° a °m E- atom � H o0 s w ENGINEER: `p 6„ YORK u r 3 LOUVERED CUPOLA LOUVERED CUPOLA n P b 4 JEFFREY T. BUTLER, P.E Q Q ~ Q - ROOF SHINGLES m m O ROOF SHINGLES v: ~ Y z T.O. HDR. Il O ,D T.O. HDR. n 3/4" AZEK F4scIA__— - 91 - 0 V Ln a p m > 9 0 V ((]] 3/4" AZEK FAAI"Id - I� O 3/4" AZEK CLAD HEADER p„I 0_ m m a a 3/4" AZEK GLAD HEADER _ DOWNSPOUT O - OQ � DOWNSPOUT 10" FIBERGLASS COLUMN f' O O z >- o a W COVER (TO MATCH La 10" FIBERGLA55 COLUMN EXISTING COLUMNS) w N4 0 n O COVER (TO MATCH EXISTING COLUMNS) STONE VENEER TO = C) O O O O O MATCH EXISTING _FN. FL. n O- Q U - m om, STONE VENEER TO N. FL. ./\ - 0' - �" V �j u O u F O MATCH EXISTING CIL 0 0 V RIGHT ELEVATION w u µ � SCALE: I/4" REAR ELEVATION w z 3 ZZ IO U � A PAGE: i A-4 ' INVAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SWILL REMAIN WITH THE ARCHITECTNISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS AND ACCOMPANYING SPECIRCATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIG r - 1 pII LOUVERED CUPOLA �A e„ \= 3 TYPICAL ROOF CONSTRUCTION A 5 0 ROOF SHINGLES SIMPSON 300 ROOFING FELT Strong-Tie 3/4" CDX PLYWOOD ROOF SHEATHING 9 HIS = PRE-ENGINEERED ROOF TRUSS O 24" O.C. 5" ALUMINUM OGEE GUTTER TO STORM DRAINAGE SYSTEM T_O. HD. .-__R..- .n (3) 13/4" X II 1/8" ML. HEADER T.O. HDR_ 0 9' 10" FIBERGLASS COLUMN COVER , (TO MATCH EXISTING COLUMNS) PRE-ENGINEERED ROOF TRUSS 4" P.C. SLAB ON GRADE d �= �. �c rr c•__ � c �-,v 4" STONE VENEER (3) 13/4" XII 1/8" ML. HEADER _ -FN. B" THK. PA. WALL ON all X 16" P.C. FOOTING 6r ° ' 5 DETAIL HEADER TO TRUSS AU ra o" SCALE: I r w N IT: SECTION I m x 1 BGALE: 1/4" " I'-O" x LU o � H ave 6' TYPICAL ROOF CONSTRUCTION /-O TYPICAL ROOF CONSTRUCTION = O ROOF SHINGLES - — - — - ROOF SHINGLES Ml 300 ROOFING FELT 310• ROOFING FELT 3/4' CDX PLYWOOD ROOF SHEATHING 3l/4" CDX PLYWOOD ROOF SHEATHING _j PRE-ENGINEERED ROOF TRUSS 24" O.G. 5 PRE-ENGINEERED ROOF TRUSS • 24" O.C. P 1*ll S" ALUMINUM OGEEA-5 GUTTER 5'1" ALUMINUM OGEE GUTTER TO STORM DRAINAGE SYSTEM TO STORM DRAINAGE SYSTEM � T'(T HDR. — JL4" AZEK FASCIA _ 3e/4" AZEK FASCIA_ _ T.O._HDR. n *71---w--- IP2" SHEATHING W/ BEAD BOARD CEILING 9 p' V p° I/2" SHEATHING W/ BEAD BOARD CEILING ENGINEER. 3,14" AZEK CLAD HEADER 3/4' AZEK CLAP HEADER NEW Y�R� (3) 1 3/4" X II 1/8" ML. HEADER (3) 1 3/4" X 11 '1/8" ML. HEADER O� '( BUTIR I/4" x 6" X 10" BEAM POCKET 1/4" X 6" X 10" BEAM POCKET Q 4 pA� ti TSI WITH 1/4" BASE c LOUVERED CUPOLA of p13 \O? PLATE AND BEAM POCKET. tis P OFESS I I 4 JEFFR - B41LER, P.E. O li lo" 6" FIBERGLASS COLUMN COVER ICD" FIBERGLASS COLUMN COVER 5 m (TO MATCH EXISTING COLUMNS) (TTO MATCH EXISTING COLUMNS) �A In TYPICAL ROOFNSt; ST RUCTION 6„ ROOF SHINGLES F q BABE GAP TO MATCH EXISTING 4 30• ROOFING FELT / 0 3 BiABE CAP TO MATCH EXISTING i 3/4" CDX PLYWOOD ROOF SHEATHING N 1„ / PRE-ENGINEERED ROOF TRUSS Y 24" O.G. /i/ a }. O•H• - UL ��• '( ' STTONE VENEER TO MATCH EXISTING 5" ALUMINUM OGEE GUTTER a STONE VENEER TO MATCH EXISTING ., TO STORM DRAINAGE SYSTEM �� q } - �- - T.O. HDR, n > Q •< , 6i" CMU RASE — Q 0) n O P.C. SLAB. 4" MIN. X .. (3) 1 3/4" X It 1/8" ML. HEADER 9' - p" F QI P.G. SLAB. 4" MIN_ FIN. F� /� O ~ 3 GRADE — ` — , II Q o Z q Q N ti FN. FL. . —III • GRADE P.G. PILLAR BASE I/4 BASE PLATE = O III .'° -• —III— = 6 _ _ —III—III— , —III— =III—III —III—III— ° T54 X X/ III��yyy V1 FIJI al �'1 � m -III—III—III _ _ N 4 1 Z o o ° o 0 e" THK. P.C. WALL ON — � ° ' " e X I6" P.C. FOOTING m 4' —III—III— ,. —III— —III— •. °�•' . _ —III— ii I--1 3 tv _ 4" P.C. BLAB ON GRADE 8" THICK X 32" X 32" - / / = U U U V o _1 _ m — P.G. COLUMN FOOTING FTG. IL FTG m _ — _3' --6" 4" STONE VENEER - _ W m N -=s=s„ =III=III -III =III= o p V ° Q III _ - - - - FN. FL. n -III— I III III III 24' 3224" P.C. PILLAR BASE ONall 24" X u X 32" X 8" P.C. FOOTINGIII III—III—III—III—III—III—III—III—III—III— ,. O •9 0.4 O ��— =III—III—III—III—III— —III III—III— III _ �1—III- in t° W o 16" —III —III—III III--III _ — . F:_r� O O Q WALL SECTION 1 WALL SECTION 2 PAGE: 3 SGALE: 1/2" . r D" q SGALE: 1/2" = 1'-0" 2 SECTION 2 SCALE: 1/4" . 1'-0" A-5 0 0 0 N N THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARETHE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTIONOR PUBLICATION BY ANY METHOD,W WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHIIECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. a n (� �AA � ✓ (a /J� &� A��.�b www alnydl.comLINE / 5YME0L LEGEND TE5T HOLE PARKING 5PACE MYGMCY orwww,ce11co SEIE (for other se[ee) TBACK LINEFLON ARROW 1r • EDGE �. LIGHT P05T yq 800-212-4gBO (511 OF TINGTO . .. REMOVED/RELOCATED FENCE '' x OVERHEAD ELECTRIC By low,a%rBvalafa and mnbecl0re For safety lessons,homeowners l\ S HATER LINE H working In the 11I boroughs of New York ere strongly encouraged to call as ,aLL�', d- r II 7 r(I 1 ?lih rod ceryl if ly„`IV 1�+�Vf "U`? girl s Ih41 r If City and Nassau and Suffolk Counties on well when planning any type of "4q °� -t ;" 1.y 'y1��II,,,+yy ('r Ip M1v" "r"'I ra�r ,fir; I (� o'` y S° U/6 ELECTRICAL LINE E Long Island must contact DlgNat, digging on their property. �`0�r4LM ° qty,'", o In ( Ir.lrl'I idAf Yl 'Mi+nYlo li '� nr�rit ��c��L��V"va; yY�'yln?'"'h+pi4 Y \ ' tit/ U/6 GAG LINE f 1-800-272-4480 or 811,at least 45 haus Homeownerscan confect us TELEPHONE T but no mora than 10 working days directly at 1.800.272-4480 or by (exGudlno weekends a and legal holidays) telling 811,the national roll before k °'. SANITARY SEHER SS prior to beginning any mechanized you dig number.For personal I r II, 4r L I ^Y+I V 1 *M1k s,,r�If� r�h4 I s , ,b �r atlgtkl; Q 0 � � y Oma' digging or axcevsUon work to ensure work completed on persanelII e IH °4' ill ill If, IM1 y I,d' 1 4r,14 '��iNi,rU,_*�i^u �'y� � lu Id / ✓ 6A5 VALVE I/ / (� off, MONUMENT O underground linescont ere contractors ammarked. property, It Is the contractors the r'e f J- °�`U x` / r r? 07a STAKE HATER VALVE DQ Exch(tore andtluestsatoro mnoug rewners-to contact me HYDRANT MANHOLE COVER InH submit locale requests online,through homeownefs-ta wntecl DlONet. 'I�'li lll ' I �II11"rili 'J19I rF1'�ri` W, TPI"rI� S CO,)0 6. ITIC.If you do not currently use ITIC, Having ullllty lines marked prior to PHOTO NO' UTILITY POLE `� please call 1-800-524-7603formom digging is free of charge , I 10 Inrormagon. f pa. I'.�T tib,nit+r�,'f1�, 7 ' t Vsc it@knit r!"1 Ali i�� ��V x�r� O( ��/ r. r b? ylLl 21x ' 1 rljITgn '� Iwlflren J+�r v Oda o L L OGATION MAP: 'I, F SII ,f� J fo/ SCALE = I" = 60011 :OPE OF WORK: 7POI 30' X 50'COVERED ROOF OPEN AIR PAVILLION AND ORM DRAINAGE.D\D°A P f Sl °d TE DATA: IT�( LAK OF, O VCe 6 ] J IN T vINDUS RY BOARD OF THE ``x V' ELEOTRGIAL INDISTRY 3$00 DUCK POND lIC15ROAD TCH06UE,TOPN OF _ LD SUFFOLK COUNTY NI YORK ^ LP SL.TM.s� `` A3-2-1"13 \ y o v z ZONING DISTRICT, SPLIT, RR A AC O O �y\�G �` PROPOSED CONSTRUCTION TYPE SA O oP�`v G ILP xD C ' STORIES, BASED ON OR16INAL SURVEY II (� Q� 1§0)a O ^}°°" O TN CC EHLERS LAND SURVEYOR Q. E6 \ LP 0 ., 6 EAST MAIN STREET >' /1 Pr' \ RIVERHEAD,N.Y. 11901 • 0 • yFfji' 631.369.8288 I� m SS ¢ 0 'Mc Sr0 631-369-8287 FAX Q W N \ Oy APPLICANT, r r �\ p MR. DOCETI _ G oeQT`O c JOINTT IN INDUSTRY BOARD g. OF THE ELECTRICALALIN3[INDUSTRY \O 158-II HARRY VAN ARSDALSEAL E JR. AVE. � [r FL15HIN5, NY 11565 H H TEL. 116.5411.2000 Z S O��Da NORM DRAINAGE GALaLATION5: u� O asphalt tronsf rmer Lp v ' �' VOLUME = AREA x RAINFALL x COEFFICIENT MM In ,,CC88 /"• 'o R LP kl ll A / o�o� I AREA = 1,500 5.F. ¢ \ C / �' ✓ \,\ x``` O' `II �� �'ya0 RAINFALL = 2" R = = I 'd C,OEFFIGIEN7 OFF ROOFF = .O E-{ 1i�L�1 dJ .` r - SD a„ COEFFICIENT OF RCA = 1.0- RI Ili ¢ I 0 O \ kl CDNC. Igenara 11 LP cid O - G / 0 O �''( YPs 3 551 RM DRAINAGE SYSTEM GALGULATIOI m ¢ /, \ p° m 1 1 ` ` �`vr/ 0 5.F. XO.I61' X I.0 = 251 GU.FT. N Z 1 11 'r ffo VOLUME UME REQUIRF-D = 251 CWT. ----` o ra62d I10 1 C C (2' W0DEEP LEACHING PO OL qA o 1 NV fN OPEN GRATE 0 1\ d LaaF° i 1 i i `\.tee, y VOLUME PROVIDED = 531.92 CU FT. PPOPOSED GOVERN VILLIDN 1 €�INEER` O 111 11 1 11 aspholl '� 11 I I jl I I 30'x5D' PAI 1 I------------ 1 • I 1 I ` n� �, 1\ ` I 1 1 1 •� j/ e -------------- ----------------- ------ __ a• -- �� ' BoxO Ii i ' r 13___________14-------------------- is _ _ ______________ _ -- i1 0 ry �I �1 JREY T. BUTLERPE. __ - QIf -____2a____-__ _ _ /°Res° % `AREA OF WORK Q PC'/ ------------ ----- ^.`a� -- `�'e� Bckf'ao 6 Z Q ------------- ----20-, \I 1 _ ] O Q - V 2` - m_ V IL O v 9_ IL C(1 9 � O J lU Z ID 1293. 92' ° o Sd'0j�, S89 -53' 40" W Land now or formerly of: E& C Property Holding II Inc. Land now or formerly of': PAGE : A04 h- Richard James McBride Py SITE PLAN A-0 . 0 9 O /'� 50 25 O 50 100 150 200 250 c� GRAPHIG 5GALE