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HomeMy WebLinkAbout1000-144.-5-29.3 t U o OFFICE LOCATION: �pf SOTif� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Q Telephone: 631 765-1938 COU e LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To. Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 11, 2020 Re: LWRP Coastal Consistency Review for CHRISTINE HOWLEY SCTM# 1000-144-5-29.3 Richard Boyd, RA on,behalf of CHRISTINE HOWLEY requests a•Wetlarid:Permit.to demolish existing one-family dwelling (2,820.76sq.ft.), and replace with new one-family (4,284sq.ft.) dwelling (14.5% lot coverage and 120' 8 3/" width and 49'4 3/" irregular depth). Located: 320 Sailors Needle Road, Mattituck. SCTM# 1000-144-5-29.3 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, as well as the records available to me, it is my recommendation that, the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the . LWRP provided the following is considered. 1. Require the installation of a I/A OWTS to further Policy 6. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney RE Town of Southold r DLC _ d�7 LWRP CONSISTENCY ASSESSMENT FORM L L+.1LO EI A. INSTRUCTIONS 1. 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. `Except 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 revievv the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A pxoposed action will be evaluated. as to fits siUMcant beneficial and adverse effects upon the coastal area(which includes all of Southold Towti). 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 exulainiW in detail. listing both =122orting and non- su1R3)ortin1 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. DES ON OF SITE AND PROPOSED ACTION - SCTM;V r+-+ - 09 ZI -S PROJECT NAl [---0XAJ U E:y ReSi t> C-,- � The Application has been submiVown k appropriate ponce): Town Board 0 Pla ening Buildin ept. Er Board of Trustees Ef 1. Category of Town of Soutac ' n(check appropriate response): (a) Action undertaken own agency(e.g. capital construction,plannagency regulation,land transaction) 0(b) Financial assistancloan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: '1-4oU,,-,u , r Fes' t Ll P915 i D ruz-e� fJ 11-M a Cry°jo (,0T W <fjS20.I!o� ?vPLPcE On-m Pew f Fpa--i i L-( R;5iD Qm4 (41s'%, LT&Je t(A,2-!&4-SV) iJ f u Location of action: �� SkyL OA 4 01:rbLfe Site acreage: S 0 v"S F� Present land use: 5t OF � L tD -TI Aff - Present zoning classification: F-- '^A-o 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: C X1.5 T"` t-�e 4 W L_!�tf (b) Mailing address: 2-0 Sfrt L-0 F4 OLrD t.e M.� TU t' t lqff 7- (c) Telephone number: Area Code (d) Application number,if any: V/I Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No Ef 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. poster a pattern of development in the Town of Southold that enhances community character, preserves open space,snakes efficient use of infrastructure,makes beneficial use of a coastal location,and Minim, adverse effects of development. See LVVRP Section M—Policies; Page 2 for evaluation criteria. EfVes ❑ No ❑ Not Applicable 5 le a r-tv d Wi w t~� V c AFL > 43 oaf L Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section Ell-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 19"Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section M—Policies Pages 6 through 7 for evaluation criteria ❑sf Yes ❑ No ❑ Not Applicable g /, , O Gam' A/IUi, '� S0 F_0,10V1b0 F C1/45dr t Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Iain` 'me loss of life, structures, and natural resources from flooding and erosion. See LVVRP Section l:l[I—Policies Pages 8 through 16 for evaluation criteria Ef 'Iles ❑ No ❑ loot Applicable Is Attach additional sheets if necessary Policy 5> Protect and improve water quality and supply in the Town of Southold. See LVVRP Section BI —Policies Paves 16 through 21 for evaluation.criteria 9 Yes ❑ No ❑Not Applicable 5-rx We, CL By • 14,E t tit.. A-c t A L. � o •t�t U bvet6 Cb 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 Ift—Polncues; Paged 22 through 32 for evaluation criteria. U ❑ ❑ Yes No 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 ❑ No Rl"ot Applicable Attach additional sheets if necessary - Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See L Section IIIA—Policies, Pages 34 through 38 for evaluatioo criteria. ❑ Yes ❑ No 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 M—Policies-, Pages 38 through 46 for eyaluati®n criteria. ❑ Ye❑ No Not Applicable Attach additional sheets if necessary WOPJKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section M—Policies; Pages 47 throw 56 for evaluation criteria. ❑ Yes ❑ No Tot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town wa ers. See L "Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ �ipplicable Yes 1:1 No Not Attach additional sheets if necessary Policy 12. protect agricultural lands in the Town of Southold. See Lam' Section M—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No u Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section In—Policies; P ges 65 through 6S for evaluation criteria. ElYes ElNo 1�1ot Applicable PREPARED er n S> TITLE C` i �"T.' DA'Z'E /?-0 40* Iwo Ix Y P w U. �ti 4y 2 v • r *S 4 44 - .ta ^r � y, _iY. � ��. �"<` -- � ' � � �• .r . r V � .y •$h_ p.ya ��A_ � - ��� P jY �,,,_ ._ .. -- ,.. °- i 3 _ _ _ L , .- 1 �- a ,�• �� �,. —— ,�s< � � �,r..�w ;. ,. � off' �a �a � ♦ ► I i �� • a & v y6 �•. 'X�tas •'"-' + k -� ,yam - � ` � -- f i l r 3IV t .. - . i� " j . 7 -- � • r S _ , I �> - = t+- -AN lWow 415 i _ Vk`�. �" -a .aL� �v. ._ ' f�, r�- ,_f 41- tit, ��-�, •�- +. � o ` e1 � i � t rf e i 1 Ttl PP ; o � a All uj 1 ;a i i , y r X� f le, i .e .• Y x 'r *? J ice.• -. / 0 Sailor's1Need le Rd Grt�` ..Y� �, :r�; �'J / �. i` '��►/ r, I' � �M' ,' . � �/ ` �.. . ..,.. � 5� L � i. ,sa ��,� F �' +'� � �� k r � �� � .- .,-. �� t . 1; _��; .. _.. .+��..;' ._.-._. 7 -�, - �M may. .�...._ ... � r .. i �I .��::., �.: _ � +�� `� ,-0 � �. 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MNNr( or i f i FI Q1,52 ,f,,, axai%� I� �'a �,�,�� � 't Y�+" �• }� ., fit.. / ,YEA t 4r 7 I _ it ............. i I 5.,� t (1)UNAUTHORIZED AL10AIM On ADDITION TO THIS SURVEY 15 A INDICATED HEREON SHALL RUN ONLY T)THE PERSON FOR WHOM THE SURVEY�PREPARED D ON HIM BEHALF T)AW TITLE COMPANY-GOVERNMENTAL AGENCY AND WOW NSIMTION LISTED HMEOK�THETE EDUCATION LAVIL(2)DISTANCES SHOWN HEREON JIROM PROPERTY LINES TO EIGSTING ASST ARE FGNEM TOE LENDING INSTITUTION.�RVICATONS AlSE AMO ARE 1-07 70 BE USED I'AJT TRANSFERABLE T7 ADDITIONAL IASUSW PROPERTY LINES Oft FOR NSTITUTIONS OR ORWENTRECTION Or FENCIUL(3)�OWNERS, (8)TIE LOCATIONES OF INS SURVEY MAP'�OF N41S CMI.SEPYIC TAWS(ST)R CESSPOOLS(CP)SHT SEARING THE LAND SURVEYOWS INKED SEAL Olt EldOWN HEREON ARE FROM InELD OBSERVATIONS AND OR DATA OISTAINIV MOM MERE. I I 400 Ostrander Avenue,Riverhead,New York 11901 E tel.651.927.2503 fax.651.721.0144 t p adminagoungenglneering.aom N oU Lot 12 X \ p IVlglOnoward W.Young,Land Surveyor f, (Hpov PWv�Y Villa eN i Thomas Co.Wolpert,Professional Engineer 40Ll Salt Lam 9 t.\J Douglas E.Adams,Professional Engineer 1 1 Ob'N ➢ �`�, Robert G.Tast,Architect 4 LANDWARD LIMIT OF TIDAL)AiETI ANDS AS N84°Q 1,00E 114.51';/ t11 VERIFIED 5Y YouNs a YOUNG 51TE DATA ® T i .. ; INP�_ ` RoANs oD nok IS 2.Qw,4a.8w2 50. FT. AREA 40_4' <' --�-- �__ `A47 4 �r', MOM RAW ■5U5DIVISION-"SALT LAKE VILLA&EA FILED IN THE OFFICE OP I (!f(LITY P� 7•'►' ter' ; THE CLERK OF SUFFOLK COUNTY ON MAY 10,1940 AS MAP NO.1510 � S 1 F v w ,tet � 41VERTICAL DATUM • NAY.DATUM(1988) Lot 12 • •SEE FLOOD INSURANCE RATE MAP PANEL NO.5610560482 `` H LAST DATED SEPT.25,200q. rLOATL� K SURVEYOR'S CERTIFICATION •WE HEREBYGERTIFYTO CHRISTINE HOWLEY THATTHIS SURVEY WA5 PREPARED IN ACCORDANCE WITH THE CODE of PRACTICE FOR LAND SURVEYS ADOPTED 13Y THE STATE A550r-IATION of PROFESSIONAL LAND o'G .0ON oe n o Y 0 J# ® v m� Q \y GIG p �9 y GIG O Vr t_ % Ila. / w 313 HOWARD W.YOUNs,N.Y-5. . .PLO.45 , ONS � 8S � PLA6floLE �Q 0050 ` o N-�a„a -;IV I <o Lot I I r l � 3 5URVEY FOR N ��� G15TIi 4�0 .. Y 0 y OPQ� LOT II 4 PART OF LOT 12 ,� 1%��• �� tion. O4jto "SALT LAKE VILLAGE" Q9s. » GjD(A at Mattltuck, Town of Southold A. 14® FIRM ZONE BOUNDARY LINE �, `t,�w o OC 1 Suffolk County, New York I AS 50AL M FROM FLOOD o ;y FOUNDATION LOCATION 5URVEY INSURANCE RATE MAP o� N-x County Tax Map Dletrlct 1000 section 144 Block 05 Lot 29.5 TCh MAP PREPARED JAN.Ii,2001 !2, % Record of Revisions d� n� 'A RECORD or REVISIONS DATE O�v 0 &ENERAL AMENDMENTS DEC. 10.2001 (? FOUNDATION LOCATION 1�T,24,2002'Gj .NLY� 2006 UPDATE SURVEY JULY 22.2015 ® OFFSET JULY 20,201'1 o Fl]IINDATION t O,ATTON MAR_13.201q c m 40 O 20 40 80 5cal®� i" a 40' a J05 NO.2018-0196 DWG.2000_0569-2015_0089_foundatlon_l- I of I El ■ MONUMENT 5Ei' ®■ MONUMENT FOUND Q• STAKE sPT A- STAKE FOUND GIG ■ CAST IRON COVER �TI�M>C�Q 141rE� OJfRi�+C1i�D 61P�C4�iW 1QF2 TE, Ca"PACTFD "SOL TO FRLVEW PV*4C J � 111tTERtS1 RfJNAUNCwr G'>t�' ��� �{ � SECti�Nt' ;.ADE►s DSON CCGU AT ONS 114.511 P T Y}, •Y.. n9tW IYa =1 HT OF MATERIALS a4'400'00 L11 _ _f --�Q - y 1uM_8301.2.2.2.1 WE_G 5AVERAGE DEAD LOA05 SHALL NOT EXCEED15 PSF FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF FOR _ - 2 d ! - Vt%fi - FLOOR A55EMIBLIE5, EXCEPT AS FURTHER LIMITED BY SECTION R301,2.2 DEAD LOA125 FOR 2 \ �' EXISTING FLOATING DOCK WALLS ABOVE: GRADE SHALL NOT EXCEED. I. FIFTEENSEE PF FOR XTRIOR LG IHT-FRAME WOOD WALLS. -t lP �yti� ��, �d No F _� AND RAMP TO BE REMOVED 2. FOURTEEN P5F FOR EXTERIOR LW LIGHT-FRAME GOLD-FORMED 5TEEL ALL5. p 00 \ I 1 PROPERLY INSTALLED STRAW BALE �. TEN PSF 1=08 INTI=tZIOR LIGf-IT FRAME 1NOOD WALLS. 4. FIVE PSP' FOR INTERIOR LIGHT FRAME GOLD-FORMED 5TEEL WALLS. '�OFFX� fi��J �' \; \ __j o 1CROS SECTION) 5. EIOt-TTY PSF FOR 8-INGI-t-THICK MASONRY WALLS. N Ip'pIA 7c Srs� (L��`a\� -� - DrzP,Mp �; i,. 'EXCrA.VATE THE TRENCH. ;t, PLACE ktJD STAKE STRAW BALES. 6. EIC�HT1'-FI�/E: PSF FOR 6-INCH-THIGIG GONGRE:TE WALLS. ` _ SONG '1. - �►--- �EX15tING�__-, � I EXCEPTION:f;00F/CEILINO DEAD LOADS NOT EXCEEDING 25 PSF SHALL BE - SEA - PERMITTED PROVIDED THE WALL BRACING AMOUNTS IN CHAPTER 602.10.3 ARE 1 1 ii I w r n �vEL w l� - m 2i _ �DACi�vio F I NGRE:ASE.D IN ACCORDANCE WITH TABLE 1,2602.10.5(4). N / �'- . C = MINIMUM UNIFORM DISTRIBUTED LICE LOADS GRAVEL (TABLE 8301.5) IN POUNDS PER SQUARE FOOTILI FRONT Y ( �� TWO GARS W FE�neLerav> 5ETBK, GARAGE \ g \ +-- Y _ 1rQ, , I P ✓�. s1 LANDWARD LIMIT OF TIDAL USE LIVE LOAD FL.EL.- 105 �, z - ExSrG. GRAVEL \��( �j�d` - noir YPETLAND5 A6 MYt OltV6 UWRIFJIM� UNINHABITABLE ATTICS WITHOUT STORAGE B 10 PSF ` a-i ABLEPAVER I \ (rj �p,'CL a DATED: ,IJLY 22,2015 --.01a i �•� BALKUNINHABITABLE ATTICS WITH LIMITED STORAG5PE 20 P5FO �L� Gj Aa \ HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 PSF ,"+JI ��.7' ;'\ I�\C ,,9 I I pNDSCAI'INO ��hd � \\ '"�'� °J2,1!�'Z � vs 570 BALCONIES (E:XTERIOfR) AND DECKS E 40 PSF XS]'G �. I I -A LI i �/: en"�w 40 PSF r / �O '�a VA Nl+ F DWELLING FIRE ESCAPES v �� 6UARD AND HANDRAILS D 200 PSI H l F 4�0 + �+ � '�� v�� �• S� �a �v \ \ GUARD IN-FILL COMPONENTS F 50 P51 H D + l I Ex TO BE I SAY QI ... . PASSENGER VEHICLE GARAGES A 50 PSFA OO LINE "IcMOVED l � � l �\ �'��PC� v O r���� �119 --""- I rt ROOMS OTHER THAN SLEEPING ROOMS 40 PSF r^ Q -_ EXSTG,Df�VY/ o % � ytl s ` \��\ ,.•' A. BACKFILL AND COMPACT THE SLEEPING ROOM5 30 P5F D d/ SOIL 5r � � �js \ \ Q \ EXCAVATED SOIL. 3. WEDGE L{3�5E STRAW $ETWEEP{, BALES. STAIRS 40 P5F C \ \ Pf OF�A 51Y ,o l.Ce.P _- \ \ 0 FOR 51: 1 POUND PER SQUARE FOOT-0.04-11 KN/PP� 1 50 INCH-645 MM? I POUND-4.45 N. 4p �� 1 �� \.l4 �� CON„JSTRUCTION OF STRAW BALE BARRIER A. ELEVATED 0ARA6E FLOORS SHALL BE CAPABLE OF SUPPORTING A 2p00-POUND LOAD RoN�, 'O \ �� APPLIED OVER A 20 SQUARE INCH AREA. \ � I T T ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTER5 _ '�! 1 / I k / \ B.UNINHABITABLE ATTICS W THOU STORAGE d . l� 15 NOT MORE THAN 42",OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS (� ��/ CAPABLE OF k;OOMMODATING AN A55LMBED RECTANGLE 42' IN HEIGHT BY 24" IN WIDTH OR GREATER EXSTG) p Lll �j ;0 Maximum WITHIN THE PLANE OF TRUSSES.THE LIVE LOAD NEED WT BE A59UM O TO ACT GONGURRENTLY hUTH ANY 01HER LNE LbAD REQUIREMENTS. \ /` SEP TO BE \ T` \ `\ G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE -9"RE�U��EI \ �'��(C o G 2 I LOAD ORA :300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE �o INGHE:S, Y�IHIGHEVE:R PRODUCES THE �REATE:R STRESSES \` /\"A LevclGontour D.A SINGLE CONCENTRATED LOAD APPLIED IN AND DIRECTION AT ANY POINT ALONG THE TOP. E. SEE SECTION R50-7.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ( _ No Scope P THE HANDRAIL BALUSTERS AND PANEL / \ \ / ' \Off/ � 50 sra �� + A 0 \F. GUARD IN-FILL_ COMPONENTS(ALL THOSE EXCEPT E ), G J i FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF 1 \ /O �' Qp�'a NEW LEECHING P 5_W \ JO `�\ \'� :III = III III=1 I I I I 1=III 50 POUNDS 014 AN AREA EQUAL TO I SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO nn'J /,/ O +� 5OUDC4MP,( TOTAL I I I(I AGT CONCURRENTLY WITH WITH ANY OTHER LIVE LOAD REQUIREMENT. /�,\l� S o ry {(f b` M G.UNINHABITABLE ATTIG5 WITH LIMITED 5TORASE ARE TH05E HERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTER515 NOT �'J Q O ' SAND t 6RAVEL AT FE3 ITTIR O ,�' 1 f)^ +`� �„ l 11 e� 3 \ �' i� ` AND DRAINAGE RMC. \ 6` - _ GREATER THAN 42",OR WHERE THERE ARE TWO OR MORE ADJACENT TRU55ES WITH WEB f� �� 4' i I \ - GONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGE 42" IN HEIGHT ®�� �. J` ��t--��e� - -� `� I \3' SAN)l6RVL.65AWfJN6. �� \ tl I=I!I= ELEVATION Itl-III \_ D DIA h9N E r 24" IN WIDTH, OR GREATER, WITHIN THE: PLANE OF THE TRUSSES. / /,� /` i �% � 1-- � � / �1;�j0 THE LIVE LOAD NEED ONLY BE APPLIED TO TH05E PORTIONS OF THE JOISTS OR TRUSS /'y \ 10'DIAMIN \� �� r����5 \ \ BOTTOM CHORDS WHERE ALL OF THE FOLLOWING GONDTIONS ARE MET: i \(7 1. THE ATTIC AREA 15 ACCESSIBLE FROM AN OPENING NOT LE55 THAN 20" `F' \ IN WIDTH BY 30" IN LENGTH THAT 15 LOCATED WHERE THE CLEAR HEIGHT IN \tp ��,� ,�• \ / \'O"F5 X '1LEAIA Flat 51ope in Frant of Barrier ,--� 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN 2"VERTICAL TO 12 UNITS HORIZONTAL. i 5. REQUIRED INSULATION DEPTH 15 LE55 THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. O ' NOTE: EROSION CONTROL WILL BE PROVIDED BY HAYBALES AND SILT SCREENING THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE DE516NED FOR A UNIFORM DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 LBS PER SQUARE FOOT. AROUND THE AREA OF CONSTRUCTION. STORM WATER TO BE MAINTAINED ON 51TE. / Sd ®, 16" Minimum FLOW H. GAZING USED IN HANDRAIL A55EMBLIE-5 AND GUARD5 SHALL BE DESIGNED WITH A SAFETY FACTOR 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF ~ _ THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED ZONE: RESIDENTIAL R-40 S !�� O� III lit-III . I I l=III=I I I = E I I I = III =I I i INDIPENDENT OF'ONE ANOTHER,AND LOADS ARE ASSUMED NOT TO OGGUR WITH ANY OTHER LIVE LOAD. �` III.I 1 = K = I I l 1 I I = =1 I I 16 Minimum LOT AREA: 2x,482.00 5F S S �� 4 6" ITt.. I T 1 1►1 = I T I 1 NON-WETLAND AREA: 27,110.00 5F d�o ��� - -_ Min. - WINDOhI EGRESS SCHEDULE (ALL SLEEPING ROOMS) 1 WETLAND AREA: 1,512.00 5F FLDOF3 REQUIRED CLEAR OPENING BUILDING - -EX15TINO BASED ON LOT AREA (21482� 5F): BUILDING - EXISTING - NON-WETLAND AREA (21,110 5 0 �): �S` Gj��ty" /y� 2) 1 SECTION AS A SE,'OND MEAS OF EGRESS � LOT COVERAGE ALLOWABLE: 5,8 %86.40 5F 20.00 NWA COVERAGE ALLOWABLE: 5,582.00 5F 20.00 N �`. FIRST 5.0 SO FT MINIMUM ® LOT COVERAGE EXSTG. BLDG.: 2,820.16 5F ci.57 % NWA COVERAGE EXSTG. BLDG.: 2,820.16 5F IMPERVIOUS - EX5T6. DRIVEWAY: 1,026.81 5F 3.48 % IMPERVIOUS - EX5T6. DRIVEWAY: 1,026.81 5F 3.68 % \ /0 SECOND 5.1 SQ FT MINIMUM\ IMPERVIOUS - EXSTG. PAVED: 2,155,52 5F -7.51 % IMPERVIOUS - EXSTG. PAVED: 2,155.52 5F 1.72 % \ TION R310 IMPERVIOUS - EXSTG. TOTAL: 6003.01 5F 20.36 % IMPERVIOUS - EXSTG. TOTAL: bp03.01 5F 21.51 % '?0/ �S' � I I= I!I III =III Trench to be I. PROVIDED 15 AT LEAST (I) WINDOW(OR DOOR) IN EACH HABITAL SPACE FOR EMEf2GENGY ESCAPE IN CONFORMANCE WITH N.Y.S. CODE SEG -= III I!I = _ backfilled MIN OPENING OF 5.7 SQ FT ON SECOND FLOOR AND 5.0 50 FT AT GRADE BUILDING - PROPOSED - BASED ON LOT AREA (21482 SF): BUILDING - PROP05ED - NON-WETLAND AREA (27110 SF); �3� LEVEL W/ MINIMUM NET HEIGHT 24" AND MINIMUM NET qJ Q N - III III = and WIDTH OF 20" (OPERATION W/O NEED FOR TOOLS) BOTTOM OF OPENING ® o o vJ WrapGeotextile - Compacted LOT COVER. PROP. - HABITABLE: 2,53220 SF 8.51 /o NWA COVER. PROP. - HABITABLE: 2532.20 5F 1.07 /o Around Stakes III I!I P 44" MAXIMUM A.F.F. '� � Before Driving 2. ALL WINDOWS MUST BE ANDERSEN "LOW E" OR APPROVED EQUAL LOT COVER. PROPOSED - GARAGE b12.65 5F 2.35 % NWA COVER. PROP05ED - GARAGE 612.65 5F 2.48 % -ONE STORY AREA Cp g HIII I I 1 B,G LOT COVER PROP05ED-R.O.PORGHE5: 1,051.50 5F 5.51-1 % NWA COVER.PROP05ED-R.O.PORCHES: 1,051.50 5F 3.80 % _ Two STORY AREA ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS LOT COVER.PROP05ED -OVERHANGS: 412.37 5F 1.67 % NWA OVER PROP05ED-OVERHAN65: 412.31 5F 1.76 Flo EEI !TABLE R301.7) LOT COVER. PROPOSED - TOTAL: 4,116.12 5F 16.20 % NWA COVER. PROPOSED - TOTAL: 4,116.12 5F 17.12 % ® - GARAGE AREA LANDSCAPING - PROPOSED - BASED ON LOT AREA(21,482 5F): LANDSCAPING - PROP05ED - NON-WETLAND AREA(27,810 5F): ROOFED-OVER PORCH p�� Joining STRUCTURAL MEMBER ALLOWABLE DEFLECTION ® ` Sections Fence Posts-the length shall be a minimum of 32 inches. Wood DRIVEWAY IMPERVIOUS 5URFAGE: 0.00 5F 0.00 % DRIVEWAY IMPERVIOUS 5URFAGE: 0.00 5F 0.00 % -SECOND FLOOR DECK �® acO of Silt Fence Posts shall be 2-by-2 inches hardwood of sound quality. The RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 WALKWAY IMPERVIOUS SURFACE: 05.12 5F 0.63 % WALKWAY IMPERVIOUS SURFACE: 185.12 5F 0.6-7 % O ' maximum spacing between posts shall be 10 ft. WITH FINISHED CEILING NOT ATTACHED TO RAFTERS IMPERVIOUS SURFACE - TOTAL: 185.12 5F 0.63 % IMPERVIOUS SURFACE - TOTAL: 185.12 5F 0.67 % / Silt Fence Fabric shall be ODOT Type C Geotextile Fabric INTERIOR WALL5 AND PARTITIONS H/I80 BUILDING $ LANDSCAPING - BASED ON LOT AREA (21,482 SF): BUILDING 4 LANDSCAPING - NON-WETLAND AREA (21,110 SF): TOTAL IMPERVIOU5 5URFAGE: 4,162.b4 5F 16.83 % TOTAL IMPERVIOUS 5URFAGE: 4,162.64 5F 1-1.78 FLOORS L/360 GEILING5 WITH BRITTLE FIN15HF-5 ( INCLUDING L/360 FRONT YD.SETBACK EXSTG,: 22.10 FEET PLASTER AND STUCCO) FRONT YD.PROP05ED-BLDG.: 40.00 FEET 40.00 FOOT MINIMUM ORIOINAL AS D I MENS I ONS: CEILINGS WITH FLEXIBLE FINISHES ( INCLUDING L/240 4-12-18 PERMEABLE PAVER DETAIL / SECTION GYPSUM BOARD) R� S: CHANGES AFTER RELOCATION AND ALTERATION OF PROP05ED HOUSE SIDE YD.SETBACK EX5TG.: 36.00 FEET 3-2q-18 FLOATING DOCK d RAMP TO BE REMOVED , SIDE YD5ETBK. : . PROPOSED2301 FEET 15.00 FOOT MINIMUM ALL OTHER STRUCTURAL MEMBERS L/24o ORIGINAL AMENDED A AMENDED B TOTAL CHANGE 8-7-I1 NON-WETLANDS AREA CALCULATIONS FIRST FLOOR: 2,532.20 5F LOT COVER PROP.-HABITABLE: 3,481.10 5F (I Le,4 %) - 3,123.10 5F = 36b.80 5F LESS - 2,532.20 5F = 510.10 5F LESS = 151.10 5F LESS EXTERIOR WALLS-WIND LOA05A WITH PLASTER H/560 510E YD.AGGREGATE EX5TG.: 11.50 FEET SECOND FLOOR: 1725.'13 5F OR STUCCO FINISH 510E YD,AGGREGATE PROPOSED: 48.77 FEET 35.00 FOOT MINIMUM LOT COVER.PROPOSED-GARAGE 680.40 5F ( 2.31 %) - 611.10 5F = 8.10 5F LESS - 612.65 5F = 20.15 5F MORE = 12.25 5F[�ORE 6-26-17 HOUSE REDUCED 15t FLOOR PORCH TOTAL: 1,051.50 5F L0T COVER.PRYaI?-R.D./PORUE5: 1406.10 5F ( 4.77 %) - 1,200.3051' = 206.60 SF LE55 - 1051.50 5F = 140.80 SF LE55 = 34'1.40 5F LESS EXTERIOR WALLS-WIND LDADSP` WITH OTHER BRITTLE H/240 1St FLOOR PORCH FRONT: 31.20 5F � � 1-24-17 NON-TURF BUFFER / DOCKS FINISH REAR YD. SETBACK EX5TG.: 51.10 FEET 15t FLOOR PORGH REAR: 1,020.30 5F LOT DOVER.PROPOSED-TOTAL: 5,5'17.20 SF (18.12 % - 4115.10 5F = 582.10 5F LE55 -4284.35 SF = "110.'15 SF LESS = 1212.85 SF LE55 I2-8-Ib HOUSE RELOCATED ONSITE EXTERIOR WALL5-WIND LOADS^ WITH FLEXIBLE FINISHES H/120° REAR YD.PROPOSED- BLDG.: 57.10 FEET 50.00 FOOT MINKM 2nd FLOOR DECKS: 511.62 5F PORCHES /DECKS AREAS: REAR YD.PROPOSED-RO PORCH: 57.10 FEET GARAGE 612.65 5F FRONT R.O. / PORCH: 120.00 5F ( .407 %) - 83.60 5F = 36.40 5F LESS - 31.20 5F = 44.40 SF LESS = 80.80 5F LE55 8-18-I6 BUILDING REVI510N5 LINTELS SUPPORTING MASONRY VENEER WALLS° L/600 BUILDING HEIGHT EXSTG.: 21.37 FEET Ist FLOOR DECK(SEAWARD): 1,316,50 SF ( 4.74 %) - 1,1Ib.70 5F = 271.80 5F LE55 - 1,020.30 5F= 16.40 5F LE55 = 316.20 5F LE55 ISSUED REVISED NOTE: L = SPAN LENGTH, H = SPAN HEIGHT BUILDING HEIGHT PROPOSED: 31.50 FEET 35.00 FOOT MAXIMUM 2nd FLOOR DECK5(5EAWARD): 1,178.10 5F NA - 108.50 5F = 210.40 5F LE551- 511.62 5F= 388.88 5F LE55 = 651.28 5F LE55 A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HERIN,THE WIND LOAD SHALL BE PERMITTED TO OWNER G �` �J BE TAKEN A5 0.'1 TIMES THE COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R501.2(2). .J 1 I E I L AN 1" = 20'-0" B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. G. FOR ALUMINJM STRUCTURAL MEMBER5 OR PANELS USED IN ROOFS OR WALL5 OF NORTH SUNROOMS ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH SITE PLAN BY RICHARD BOYO, RA DATED:I I JUNE 2017- Y I N PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/b0.FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS 206 N. RICHMOND AVE., MA55APEOUA, NY 11758 (516) 717-5080 SUPPORTING EDGE:OF GLAS5,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED U175 FOR EACH GLA55 LITE OR L/b0 I OCT FOR THE ENTIRE LENGTH OF THE MEMBER WHICHEVER 15 MORE STRINGENT.FOR 5ANIDWICH PANELS USED IN ROOFS OR WALLS OR SUNR00M ADDITIONS Ott PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. 51TE INFORMATION COTAINED FROM 5URVEY PREPARED BY 320 SAILOR'S NEEDLE ROAD D.DEFLECTION FOR EXTERIOR WALLS WITH NTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO M ALLOWABLE DEFLECTION OF H/180. YOUNG YOUNG - LAND SURVEYORS - UPDATED 22 JULY 2015 LEACHING SECTION-LEACHING MATTITUCK, NEW YORK IIQ52 TO 0 POOL IS TO BE CONSTRUCTED OF PRECAST REINFORCED _. CONCRETE LEACHING STRUCTURE, SOLID DOMES TITLE AND/OR SLABS. w V-2-M.CLEAN WASHED,CRUSHED STONE FINISHED GRADE NEN HOME GONSTRUGTION NON-WOVEN GEOTEXTILE ON BOTTOM,TOP DRA I NA5E R I N65: " III &SIDES OF ENTIRE STONE/PAVER AREA 8 REINFORCED TRAFFIC ci --ALLOW 1' MIN. FOR STORM DRAINAGE CALCULATIONS: 2.0 INCH RAINFALL BEARING SLAB FINAL ADJUSTMENT PERMEABLE W1 PEA RAVEL FI L-TUR STON FRONT AREA AND ROOF: INLET 4" MIN, DIA. APPROVED °° R I GHARD E301'D - Ar c h I t o c t MINIMUM W1 PEA GRAVEL FILL-TURFSTONE PIPE - PITCHED 1 8" PER 1'-0".-� 0 M M ® ® ® ® 0 I I-� BY BELGARD AREA (5F) x RUNOFF GOEFF. = EOUIV. DRAINAGE AREA 0 ® ® ® ® ® ® ® 0 o L11=L HOUSE ROOF AREA: 4,g8q S.F. x 1.0 = 4,geq 5.F. �I 0 M ® ® ® ® ® ® D I III- DESIGNERS - PLANNERS - RE51PENTJAL - COMMERCIAL BACKFILL WITH CLEAN " - 0 M ® ® ® ® ® ® 0 Tn _ Q DRIVEWAY /WALKWAYS: 1,526 S.F. x 1.0 = 1526 S.F. GRANULAR MATERIAL l'-C" 0 ® ® ® ® ® P2 0 _ PATIO: 731 S.F. x I.O = 731 S.F. ALL AROUND BASIN FOR FULL DEPTH v 206 RIGHMON AVENUE, NORTH MASSAPEGUA, N.Y. 11756 LANDSCAPING/GRAVEL: NA S.F, x 0.55 = NA S.F. 3'-0" MIN. 10--0" OUTSIDE \ _ 111- I- (516) 797-50 O TOTAL: 7,254 S.F. o ' COLLAR `I z DIAMETER „- _ EQUIV.DRAINAGE AREA x DESIGN RAINFALL = DESIGN VOL.(CU.FT) " z - zCO 6 MINIMUM PENETRATIONry \j 7,254 x .167 = 1,118.02 GU. FT. 2" RAINFALL INTO A VIRGIN STRATA OF - - ------- -- --------- -- - - it >>_ - - _a'L;�.,� D INC t VOLUMN OF STORAGE REQUIRED: 1,175.02 SAND AND GRAVEL > SOIL BEARING ADEQUATE WITHOUT FOOTING RINGS > 7' '' % Br SCALE: A5 NOTED ID 4000 PSI CONCRETE U _ VERTICAL FEET REQUIRED: 17.21 LEACHING RING J : • ,.�• n' I DATE: 11 MAY Ib VERTICAL FEET PROPOSED: (4) 10' DIA. POOL 0 5' DEEP BACKFILL MATERIAL SHALL BE CLEAN SAND AND GRAVEL SECTION THRU E)R I VE NA"r 9 p 020110 DRAWN BY: P013TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM o a�vI SCALE: = 3/4' = 1'-0" SCALE:NOT TO SCALE _j-, JOB#: 16-15 Q �'Taf�o'-c�✓1rt-�_ I . -.1111 ­ . .ole V \ . I - �;�,,;, ,III, -+-- ,�-- 10�* UNEXCAVATED 1, - a) , , 1�1 �'��' _o�-,,, . ^ a \ I 'C 'N � c _ , �;..-�>_,� -1, ­,- " 1_�, I I I ,/ ,i M55 T4"i \ , , " \ I 1. - ,"'" .\ 111i 11117 �11 �, " BE COL. , c ,.,-. - I I,�,I - ,,-� ,\ I I ...I � "I \ " ,� 1_�,"I I \"",__ 1-1 11 x 11" 1�11, 1, ,\ 11 "", I'. 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'"'./ 1 C3 v :E ,llI I il I,=.W -82/81" - ' " s 1 . - . I �' \ x . \ ,,�,,"\ , , '� I .1,�' PILE,/ ." ;1 - , - 91 - . - - , . . . , X T, , � ' A;P- � ,_/,15 T1 - , (a I--,- 40 1 1 Z I '� . 0 1 11 .1 . �o� i 1�,� - . I . -I _1'15,tbiI,4 , I , \� - . I I . . , , _ I ., - .. - \ \ I z z 0 1 1 , - . I �,-7 -1 �.�, - 16 I \�_�-I I � . 'N' , , - , I PIKE I I , lk 4; u - - ­�­,'CO I I .1 - - , , ,I . 10 11 I I . I " � 27 ' c . - - .1 P I () � . loll' - . I I - - \ . - ­ � T - , - - .. - ," I . - 11- ­ I .- I .. - ,_I - \I Ill,11 I .11- 3 1 1�7,t\, �\ I ' ' , 1 ,14, . , ?; , 1( -�-'- ,- ... - , a m' I I- ,"I" '. ll� - =I , I , , I . \1 - - I � - I �,_, -1 I I -, - 1 36'- 3/4! ,;�) '­(17�, . . . ., I - 0 3/8" , -,. ., , ,\-- I - I _t , 11 61-4 1/2" 1 1, -_ - - - , - � . � - . � , ,5, , � I I I I - ,- - . .1 - -1 I - - - � I X I � I I _11 - � I _4, � ,/ , ,. , , I , GRADE BILLET STEEL HAVING A DESIGN STRENGTH OF 20.000 P.S.I. A 15 TON _. -W, .� PILE-' *o ,- ,' , " . , ': - I .� I -1 . �. I \ _,5'_ - , � , _. \ � ­ - _. , � / I/ . . . CM��pAC 7 - I I N . -1, ALL - -1 , I 8,1 , .- 11� I I � - I � I - ;,/� , . . , ,\_ - \;5. . ` 41"* ' ' - ,- I _', - I , -- 0I--, 0-.' T' I- I."'' -CE -` - R , , - I "- k., . I I ,,� , REINFORCING: - TON',,Ij : "" I �" " : I - I - � '. .---, "I I ­ - '. _ � �, 11-5 - - ).. , , � ..-1 -_7____7-___'_7,, t , ", I ., 11 - '10-N\" I -I � , - , , : T I , , I - "I , I I , I \ x - , 0 - - . - I - - . , - - - I- _;3 - " � � REINFORCING BARS ARE TO BE THE DIAMETER SHOWN,DEFORMED INTERMEDIATE - p , 1%_JLD . I , 1�� . , ( . . I - I I',�, " , �� : , I X - ,, _ - ,��, , , , '. C;, . , \ I , , 'N�� . ."I- . . I ­ :- , :3�1 , -I \ '' 0 9� , � ..._!_ry " � - - _\Ico- 11 I I : _' "** "' - 1, : \-- - - ,60-� ,,_ I. - -, . , . . I , , , . ,_ " '.. - , I + I ��11 ,_ _�_0), �41 .1, I .1 -,-I -I I'.I . I I " - I //, -,.� ,. \ -;11 III �! , . - r- - - , - , - I - - ;5 - , - " , * I ! - /I/ �- - I I I , �. , , : ,- , ' '; I � 147 oe� �pj I I ., , : � ­ 7 , , \ 2. TYPICAL COVER FOR ALL REINFORCING SHALL BE THREE INCHES UNLESS OTHERWISE NOTED PILE � A5TO'N' " I , %, , , I I - , "., , � - � - � - , -, \ - �` i 11\ " I ��" ., - , IN� . - - , � .- - . ,.1 0 � . .11 � ' : . .k ., .7 " I , "I I ". I . - I � _­ I - , , - I , � 4 , . - ' !I , - �.\. .r,� " - I I I �,­... • > . , � , 11 .7, : " 7 � .- , ,Q. I 1, I ' ', , I I . . , 1 .(7> . -1. .., . . .1 - � �X� - : � , - r" '. ,-, . x, \, " , . . , .1 \' , , -1 ....- , �v� .. -, \ HOLD " , �: , - " , - " - . . -PILE . , I I . I , - �. I 1 _� '' I I '' " , I I . 1, , -, � I . -1 -� � � ., 1, , I I , \� . , , , .N,.ll � � I '. � 11 - --- , . " - I - m - I I � -I - - - ­ - I - � PILE " CID , .0 '' � I , , . - . - I � � . � , - I 1"TO / . . . 6 . -TON NOTED ON DRAWINGS. I - , . -\: . .- � -\ ,;P- �, . I , I , 0I .,-'.- --�, -- " - ir . ,_ '. ,� � -�� � , , IM . I �. , I -11 . -:� , , I , " z . , ,� '' ' Q -v' - - 1, ," " . 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I I I "." . , /4 . , 4fz \ � - , - 'I,- ' . ,- , ' I � - 1 Y, ? 14" . ". , - , ,I ,� ",, , 1: .1 ,I I I , . ,_\1�1r�. . , . , , 15-TON " x -,. Ij , � - , , , - , '/- , - . -, I 1 ,4 _: . � .. _� _'-P1 ", I I , I � , I I I I \ , " " � .., � I . %­ -" , I . � 41 . . N -, , - - I , . , . 1"�2 , 11 - , - I ,_1 - - -V, .��_ : . 11_� '. , I , \1 I Z_� SPLICES TO BE FORTY BAR DIAMETERS MINIMUM. WN.ALL 11 4 ---- ,�, ': I � %. -i *V' ,- , ,4'Z '. - C3 3. ALL BARS TO BE CONTINUOUS U14LESS SPECIFIC LENGTHS ARE SHO , � I ; I I I � - . TILL- . - - � I , . , . x . s, - , , le . - - - - - - . , �, , - - -, - . , __ I - - , , �, I - - I/ --s . \ �Ii , , -, - . , , , - " �.I . ---a- , -1, , , , -I . I - , -'­ � - ,.- - �-'I � , , �, , , I . . '. , 1 .�4 - �45) '' I ,� .81. - - - _ , - TO BE LOCATED OVER A PILE.SPLICES FOR II HOLA ,c' '-�, �� , . ��. � � . �� : , I , - 4� I . /I/ /i TOP STEEL TO BE LOCATED BETWEEN PILES. b � , I , - , , - 1 VIOP 1� . .__-i - '101 , i I I � - _? , , i - _X �/IB I ., , �. . . . r . �f , , -, , a I ". . ,e - - , t; --/, f - '. - . - I - - -- _ . - -- -, - --� - - 1, . , I � 11 - . - _ ,� - .� 11 - ­ I I - �. � 0I- , I - I I I . . - , - ­_ .- .I 1 ,�4 - , . - �s, I � I I . . I - ': . .1 / . - \ - I , , 'Z1 . " . _. _� "I-,, - � I I . - - � I , . , - - .1 - I , , , -,, - ,I I , I 1* , I I - . " . ; ,� ,_ `1 1 5. WELDED WIRE FABRIC W.F.(W. )18)TO BE 6'Ix 6'SPACED,#4x#4 GAGE WHICH - I - � � . 4, I�­ - I � '_ —1 I ., . I . , / El-I , I I., . -1 ,. , , •I - I � , I - . I . - , - .I . � I 11 5 4 Or) . ., ,�,- � � ," , �. 4 ' ,,: `1 � , , , I I , , . "' � - -, IF I - "- ' . 1\I ,_ .. I .. � '. . I-1 I I-1 . I . I�, .\- . . I I I fS tt�N' ' I I � , :3s , I - - I I ., - _1 -, , - - - , " ,� I � z - , I If �, , ., ,/ , " , I - - I , ., . \ , A I .- 4 I ," , I �_11� , " 4 _`"'. "­� " I - +,L-- - --- - - - 11 - .., : , I -, , , , . - I - I,/I- . , , -X_ ,� -I I, , 1, V , -,�,,, , - , X ,, .-, ., I- .I- -, - 11 .'' , I, "I ,,. � . - , � ,I ., �. , , _ ' ' _ ' - 'TON , - - ;��, ,,' '_ -, / - - . I. I 1-1 . SHALL CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH OF NOT LESS m . , , I . .. . I �. , 415T , - - ' , '15 , . " .,- I , . .. � - - 1 - I- I . 00 , I- " , -1 . 1. I I // ,. � -'-. - , ,. , .- - I . Z, , '-', , r,\,� -,, - , , I- '� < I WELDED FABRIC IS TO BE PLACED ASSHOWN ON THE PLANS. - - - I I -• � ­� � , J-0), - PILE - � 7 - , U , Z - - , - I I ,_ � - , . THAN 70,000 P.S.I. _,� ., - _� " , - ,_j i - .. - 0_ , , ' ' . ­ .1� " ". �\ - -, .I .. . , , . . I I- - , x - .1, , 4 . . PILE 1, 11 , T MOVEMENT DURING . . " - A "If � _L�­I ----- _� , — , , . .,- I I : X� , - I - I ,- . 11 . \x - I x -, - � , I . ,% � I - , 'o-'71, ,al� 1: .,, 7 - �, :,�N I , - , - . � I., ,or , -1 , . 1. - _.. I. . I -� -0 6. ALL REINFORCING IS TO BE SECURELY � \ . �\ � " , - , , -, ,UNF E� . ,�'� , � , - I - - 1. � � . - I - . I , . z . I � , ,_ - I — . � . - . . . ­ 91 I � , � I I ­ 1, - 1 ' 4 . 5, " , - , , _.�.i I -/' I . " , - I " _ � \ " " � . I . I I 1: 1 17, ,_1 ,_1. " I-1, I I . , " . , "" . � I � .1 , -1 - I .. ,.- - I - .- I ., /I ,I I P, . I . I I I ". =_��4-1`01) 0N -- -I - . . . -1 . . '' - . T , -, ;001 - - , . � , . " ,� I �N /\ E 1 5: 0 I- ..,I . � ,--F � -1 �N ', . - :L-_, • . . I , , �, , I I I ., _ , 1, I ! I,> 15 TON --�`v - .1 ':�. � � 4�, - ,-,,, - J" - Q .-,:- + -- - , J I ,�- " ,\' N , " - - N I- I- 1, - I . . .. _. ,:. , I ;� "v. - - ,. ''_ � '�\' ' - ' in- ' , 1 1 !9 � - ,lu I , , -, , ,-/ - �, , , ., . : I .-\- 'N \ DOWN .00, 7' , - . i RED CRETE-51.0 WT-',.. �, , '�,. \ , ,.�,, , , ��46 T � � :- I I '.1 . I 4 , -41 .1 __<� . , � ✓I . I .I I I ,,� , I I , k \", " , . ,0I 0 -18"LEGS-ATALL CORNERS. MINIMUM3PER PILE \ - ' .'� . ,. '. � ,. ; ,I , I "Y_ . , ,-: ,. I - , -\ , ''. , '. , , , \ ' , - ," _, . , I , / \ PILE Z�r �­' , " -1 -XCAVATED '. "1� - , I 1 2 . - I I- , - , 1, , 1, ,.#, , Ix I X , 32. _,�I( '� \ ,­ " " ,_ , , I I I TO� -- _A ' -- ' --`_ _' . _@D , .11 . I -/ I I - ,. , ,\ HOLD v 0 CONCRETE PLACEMENT.USE EPDXY REBAR IF WATER IS ENCOUNTERED. , , -, I 0 , SUPPLY 90 DEGREE BENI BARS ­ , - I- I -. . . - " I. , -- � _., z -1 " _/ ,. � ;" ". , - .1 X-, , ,-, .�, - - - - z I .\, , N, ,/ \ �_ w 7. \ . , . "_ � 19��f.'W - , . - .. I . I� I ,�_-" - �_ , , , - , I ., � I , : . CORNER. CENTER IN GRADE BEkMS,TOP,MIDDLE AND BOTTOM. PROVIDE MIN.2 AT I -1 � I . I . Wfz 5bQFE'DOWN 2'. . 1� � ,- j:." 11 I - I -1 I � -, - , \ , . - . - , I I Z� . PILE,o)"' - N" 11,�, I . - , ­ I . , - I - - I 1, ,, , - -� ,- , - - I I I-A I., 92 , " , � -, , . � . , . __ '. -;,, - . . -, � ., , . �, _. :�� I - , , I I = - - , I I : , _ . , , . , :_ , � %, I - � - � : , . - TO GARAGE DRS. , t �. , I -� � - , . . I I - . '. - . ; - - . �_ � , ,", : - ' I ' ' .\ - - , ,-,*, ;y ,, , - .,.I .,, - - I � ., zx . , _111I I \ I , I I - : . - � - I- I - z�_ -" ,\ .,-\, � xv � , "A -11, . (.) 1�_ �'- , : ,� , "-" , , - 11 12!VFA 15TOM" '-' I , '_ - 3/4�' 11 I . - -, - '' , '. , .. 1-1 . " ►--- , � - " - •- I- - , , . I . I /� �_, I .. , I * _\, IF ANY WATER IS ENCOUNTERED,EPDXY �, - PROVIDE , I 1-1�.7 - _� - - � " ,0I , ,/ -� ,�(3 - * I . , " , . 1. , I -- - -, - , - v 0 4 •�, ��', k : , , - CO, - I - : I , , , - I , HAUNCH BEAMS TO GRADE BMS. OP&BOTTOM)W1 2'BEAM SEAT AT SAME LOCATION. , I . - - - ,,,�, �.OFtININ65._�'�,­' . v , -, ,7- : \(�) I- I � ;,. , ' 1 1 , , ---\-, � -X, : �,�, " � - -1 - 42 \ , .1 .� I , - , q, - , 1�I . , 1. ", : REBAR TO BE USED. , ,. , _'14_1 -1 - I 6& -- : , -, - " ' -- � J -, cv) , , , 1� c,� , , , ,r , S. = , - I 81-5 3/8" - 11 - , -, � � T.'-61/4", •� 1, I - � I- , - - I ;,', .-, I �I, // -., � ,, ,- I - . - , I " _��\. " , . . I i " I I I I -� - 11, - ­� 1 Q2 , . I •� I , .- I _­ , I � . , ­ , , .� \ . -, , \ � , , _. "T - 'JOINT g PEP , ,C�_I I I- - . � , I , `t � I . , )I�TEP,:MALINdti - - _- I , - ,, , - - (b v . "1. . 1\• 1b, - \ -// - '1� . - .. f I , 11 N i� . I I . , " .,.; A: . - I � I - . I - I I .1, I , . I. 1- . , N /. . -, I - , 1� , . 11 * - - "I I I CONCRETE: I I � .. � °PICE - 11 . .. I ,k* .. , �� - .I • 'i- OPENINGS: j . � . = I I / , - - I . , - - I ,_ -. .11 . . . I , - . -, I I I 11 , . , ,. ,,I � I . lo 11\1-- I v z , - ,\/ - , . , - - - ' - TON \ - 11- - - - - ' I �- OD I V . 1 I - �-� ;, X-' ,/''\- " qgxt- , , - , .,- , , . , �I LCYI 15 TIC I �I . �* I I - 8. CONCRETE IS \ " .I Eoc I - - , , � f , , . I) - , , - - , ,� x . \Ie \ 1, ,�,, -\,,, , , , , i ' ' . . ' ' , , ,- -, :�1� � I - . � . 1 .. PILEf I- I � . .; ci - , 11 TILE � \­� ", -­ . -, - ,-., : -` 1&' -' ,�- -',,' .' �' �' ' I I I � 11 I- .C , ,- � -, I . . . - I 11 ; 1,10"-POURED-COW61RETE. -" '- '�_5'TO��­_ " \ � - -., - , - ,'�, " j ;, " 4. 11 v- - - . , -, , : , * - , /, 117 : I / , . -. N * , . � I . 0 zt �s , ____T , N I I\ % X , , - ! - I _� . , \ ' ' I - 10 , -C NG, - - �_z' ', , -, , , ; , TO HAVE A MINIMUM STRENGTH OF 3,500 P.S.I.IT 28 DAYS. � -I \ ,� .�,c . ,. . I � . . , . , � 4 I v- 1. ., - , ,. .,�� - - , , .1 I 1., ,, I, . - - , I . . I ,t- . I .� m o . . A ..� - , . . ,_ I . _j "I _/ I - - / -" . . . � I -1 WALL ON' -' -�­ � \ � -_ . . 11 I " T-1 - , , - . '- -/_2 . .;I - - ' IT4 ,-, .1 '/-_-�__ - , - ''FOUNDATION . I .I.,�PILE ' I 4 - , ., � I I I I< .. 11,1 , I ,� - ' ' I ,, - Ili C14 \ 'A .-I - ' � -. - � I I .I -, I I I . - .- - -, - - _ZV�11& . - I , 11 I .\. .- I , I I , ,v� 24�k 24",P-CONCRETE-%- - .1 41 - XI - . - - I ,., _ . ,- . � - . _ , I - - I I Z ,,�, N� 4,I . , , I -1. , -GRADE-13M5.W \ 1;Z �, ­ � I � HOLD � - I I I I . I - I 11 I I �, � I I J - - I I I D! (AILS I.5 , ' ', - ,' 7, --, I\ -11 I - — - I - I - , , t N'I , , ,Q 10, INSTALLATION OF PILES AND REINFORCING STEEL ARE TO BE INSPECTED AND CERTIFIED -GRADE 13M . I I .. 1. �_- -, �-= " �� "I ,- - -1 - / , - I'-., .I 1_.- , I IIIII: " ., :,_� -1, ' ', , .- _,, . I . - ",:�� - - - .- j ., I - I "� / 111 ZD [0 .1 ' - . _ . " " 1� - lwk::_�_ ,��- -- N-1 � , Im I . , I : � I I " - , '. \0;"DEEP MIN_'� - -' - ` , -- _- , - %8 3/4" BY HELICAL PILES ENGINEER. I . I � I I �_, I/A,:-",, , I � - I ­ I - � ". I I . / 1 3 /8" 1- - I - ': - -, , - - , , - - - I � 1�4, , , , -\, , � ,\, .,D- ,\ , � � , i�� I z , _ ", '__ " �'A ? � , a.\w/W5 OARS. , . v� UO 1, ,��, , - - - , - '-' — , '- �, , , , ,�� !, -1 - ; � � , .­'_ SEE DEfAIL$5HT 1:,t ,, - ,m "' I -1 I , I L I .1 "q�;,/, ,,,� . . . ! .1 . � , 0 I , I , , 5'-6 5 , I \ , , , ,' I . - , v i� ,./ - I xl+ - - 11 , - I - v , - - , 4 e_ I/I , - ,. , I . � - - - -Q?� / " . , I , '., I , , � , , - � "IV 0 0 , - � _. 4", � �, . - 'I_, ,;- - ��S- '. ., I : ] , , . I .11T " Ce) <1 7__`7 _' �.o , / I , I - I ' I� , ,_, ' ' ' . I �,�. - . � - \ , . . , _�, :_ ( - .- . . , .� . ,I � . , -1 I � . 0 14\ - , - , � -,/1 I- -1 1. - , - 12, , I I \ \' ,_ - I - , , / , , '. . . - - . 1, \ ;- , 1111. NO CONCRETE TO BE POURED UNTIL THE PILE LOGS SUBMITTED AND APPROVED � - , .,� _. . � . I . - '-�, " ,'30' DEEP�MIN; ., ,.,.,," �I 0; -�- �. I, , A- I 15 TON g25 . 0? . , I -11� - I I - , -1 � I I , I � , � . _ ,� , , ' ' , - 11 , . , Lu � � ."4. ­A� I - - I I., ;I oe 1, - � I I - �� . -0), I-1. - - -1 I �/ . .I ,. 1, I v) �_ 00 I, � . - I � . - �.:�I �.. . � F811 zz - I ,_ , . I . I " I , - '! -. ,_ � �- \ . � . ,- ' . , - ,., .. � '.1 I . .1 I: - I . . :. ' 'I , 15 1 !Q 0 T-1 5/8" 1 - 41-7, - -� --�- . , z .1 . I. - 11 I I I I I ;.1\1 - . . . . . I I - - . . -. I . ." I - . . , 1: . � , I I . •I ,� ED- I-' - I. , , - .. 4. TON \ - , - I - - . I - 1, - - - I I . ., . I . . - . I - I � -/ , I � '' . . , � - - - , , , . . PILES: I . ­ . , -1 - 11�_T , .. � , - N, - - . -, - , . ." 11, , 6,� \ ,/ i - I . , - . 1 :' ' I I . - ' CD � , � I 16 ", I v 1001 . 1 -1 I I " • L � 1. \1 L,�; \� �--,. 1;1/ -1 -, 11 .1 . 1� . ,,,. ;I . , - _�,., I I . \ I 16 , . , � , I � - ." - . . - I 1 . . - -- . , I - - � :1 , ,,'- ,_-_ , � ED I " , '�' . , I I I , I , ,, - I ,_ , ., , ,_ . � " 11 , , - ,14 - " � , I . - 1_� , � I ' '� i "_1 , - I I �' .1, � ., .:,� � NEX AV. - - , � , - - ,- - I , _\" . � - , , - . " - -1, _T_ I?" \ - - - \ '\ , _�� .�O,­----., 4�0� , , -, I � I , ,I 1, I PILE \ 1� 41'.- - . _�_ . I . , " ,� ''. I . - . . , I - , , - , . , , I . 4 . ­ � , 'I " , " , -- 7-04. � . �. ­ I.. ., I .1 - �',, . . � ��, r / - - \1 I -0 ,\_� - " - _ . " 1 T7_ , .' . , . - I I ­ , - V �$BAR�' - ' v -' ' -4,,,' , , 5 24, - P LE- - , -/'/ .. � ,Q, 1 5 T04 ' ' _' ' ` , - .. , , 9. SLAB AND HAUNCH BEAMS ARE`rO BE POURED MONOLITHICALLY. - co \ , �� - I � I- I. , � - : �1;� _; '011, � - I 0 1 * I , , ''i , - " , - , 1/, "-,_ "- " * "-10, ,/ I - I'll , , 0 J. . � 1. 1. POUPIEDCONCRE.- . '.1�. " I , I ISTON" " /_1/I , , I. . zql� , �l -- - - FOUNDATION WALL I 11 , " ., .1 . . .1% � , 26' 7., , /_1\ 03 , ,A,� Z-)-% 5TON ' Y.: � ' . - I _ ,, #� '. � ,I�-� - .- ' � ,,T 'i 9 . I � � —, � , I , .# ,/ . - , _ I I 1_�,-1 -41 'j, I ' , . � I I , - , : � GENERAL: I � J- ,A'.j� b HO -_.�-__�----PI - - I - - � I ., I I PILE. 'J�' -­ . 1�4`x 24�P. CONCRETE. , ,1--::-,� I A L ' - ' ;L tf7-- -- I ,"�\.x I.�',"I . - �,,�II -.1/1 , , , . : �7 �-L ___ - n I -NIII : -_ I - %_ � Z,- . T 9- � " -, , , * � D v- I'- 7, ', 1, , . , , I , , , , ''. ,I- , , A - ILE /,,��,X , ': I '_ . .I I I b_ .1 :-`.*A A" I - � � I ".. - \11 ,- I \ , b, , 04 ' - I . - -1 '41, 04 AND UNTIL FORMWORKAND STEELWORK IS APPROVED. . �­ :, � .'� Q P m \0. N ILE \ 'f, , ,"Os . , •, " " , - , - - ,T- , _. - * I 11 , . _ \ I , , " , � , I \ I , - , I \ - ,., , I . � I , 1, - � 1. I . %­ I- ; I . I \" , -, \1 , IE . -I ;, 4 4' -"',', �'�'- ,,2 � , , . I 0 13'- 10 7/8"Q 6'-Z4, 18" - 113 kl� .. , \ , 4� N", III,-E i- "TP 'I PART NO-278W276TH81012X36 . , I I I � , i , 115TON . - \ - - --,-I- _J HELICAL PILES BY IDEAL GROUP:2! JPLE HELIX LEAD 12",10' , -.:�4:_ 1 I- 5 TO� , 11 � � , - � = - - -L-1�_ :___"- _: . - I ,I ­. .* NL��_,=�,_ ,� T� --" - . 1 -------------, .I __� I - - - -'- z I 1, I . , , I . . � -I - I All'� __-__-___ --___ --______ -.I 0 I . 4 - � �DIP7 TUFU�0.Z FBEL d,S�AT ._- -, . � � � �7, � . . I ^ I N .. -_ -278WZ76EXT.BOTH TO BE SCHEDULE 80. . I ,z .'11 �t�_­_ � I PILEL I N I I �, . - ­ .,III __________ , , � 7N_ 7N - , -, __�__----,----_- - - -_ -_ -_ - - WITH I - — �­--- ­ -I - ,-I PILE 1 4�v \ \--� -'. _4' ., -., , � ,� - 90 � :�= - - . 1 ,I.NI:_I Am� . ., - %� %`Illli; 2 1N EXTENSION PART NO " 11� I I _E:U�Aj .7 11 [_;� V�16\__ ll i V - •- - ,\, , fm., I I I - -I - � I - .I - � . _�, - - -"- - - DATE: 8-22-19 L WALL THICKNESS OF 0276. III I I �,, . - - - - 1_1�- % -1 - - I - ­ , , I . 70, - ' .��_ '/ , , , - I j (�,/ -- -�.� - _-_.�.._ ' ' �_,.� ----..-- . - . 1 2!'OUTSIDE DIAMETER ROUND STEEL TUBING HAVING A NOMINAL - . , .1�_I ----, ---, -1 I- I, I-tl- -1 4tf I - I N 5 1 15 TON @ HOLD Z __ _ __' - - " , , , I � - I �11 . 1. . . , 0 D , \ 15 TON BEARING WITH SAFETY FACTOR OF(�30 TON ULTIMATE.MINIMUM 6-I CAP.PILES TO BE VERIFIED 15 TON ' I -' 1. I ­, 15TON .- ,-' - - ,,, ,I - , m ;_\1_%, ., 11 I- TON 22� 15 TON 8 DRAWN BY: RDB -: ,-HOLD: , -I • I -1 I .1 k - - .-,- - I--�, � 'Q , %.11 1, P11-11- \ DOWN PILE PILE DOWN \ 11 I , I� " " ' ' " ­ "I ... 't / PILE A I" PILE , - ' - ' - ' - ' ',PILE' � -' , , " 9- I .,,DOWN. ,z ' ' " 'I I ''. 1. - - - I, - ,-1 - _. -, - :,- , 1 _(7') C:'4 I .,� - -_ -� m,\ ") (") SCALE: As indicated AND SIGNED OFF BY A LICENSED PILE CONTRACTOR AND HIS ENGINEER, ' ' - ' I- - - I , , , _ .40 1\ - - - , .. - � - , , -.1 I I -. I � /I I " -1 I , ..1. "(Tr) • ,_ . - , " - � - , - I - 00 .s_ 0 5 \ / NOTES: 44 1 - - � . I .1 I- - 1. . -1 I 'I- . . . .� - . P_ -1: - _�.- . . I / � T- 11 U*) 11, . (�� .- I I I I I I . . (���' , — I -_ , �I . I , , - . I "_� . I I I I , - - -, " I . , _�, 2 i , z J.SHAFT TO EXCEED REQUIREMENTS TO MINIMUM YIELD STRENGTH OF X80 KSI AND MINIMUM TENSILE , - , , . .,". � I . I 1. , � I _ � - .11 I . I - I . I 11 I-1� I- - , . I — WALLS ALIG 4 44 - ; 11 1 4 " --_ __- TITLE �I I .., I I �," I,,1. I., I I I -1 1. - �,. ­ 1, . � •I 1� I ,-'' - , - - - ,_ - .-, " -_1\ I I /z I STRENGTH OF 75 KSI -_ - , I .1 I I , - -, , : , . - , .- I 1� ,� � '. I . I I - , .", , '. I .� , , I -1, - -, I -TSN " I -, , - - . ., , . - , - , - , .- , - -, , . -, , ,�. _- , I, -, . � I �_ - -1 , � I , I % PILE I X , , , I I , . I - I I • 11 . � , , : , , '. . I I I - I � .� � , •_1 ; . ,. � . . - I . '. I" - 4 ­ ,_ I I I , I Or I L 2.STRUCTURAL INTEGRITY OF STEEL HELIX TO CONFORM TO A572 GRADE 50 �.,.. . . I ' '-, ., 11 . . - � I 'I- ,. ... - I I I -• I _� I • -1 - � �1 . I . -, - I � "I. , ,-, ,., . , \ � " %/1 Z - Pile Plan . - .- . - , .� - " I - .I- I I�. I I�I,- I -I I.1 . I I- � � - 11 ­ . I . . ­', I -1 , I I - •:, , , ,-. \7+ 1�",' I ,�/ I 09-911 I 3.ALL WELDING TO BE PERFORMED BY SHOP QUALIFIED WELDER TO AWS D1.1 STRUCTURAL WELDING I I . , - , _. , , I . .- I I I I .. , 12'­11', ,, � -1! i I- . -1". ­ , t -1-2`- 1" - ,� - -I ,. ,. I :1 I 1\ 7f 16// III 14'-5" 10'-11 3/4" 1 O'-9 1/2" 0I � I I � I I , I . - . ,- I - \ I I � I. - , I ­ � , -1 -, --' - ', , -, ."-, ': ,,- ­�I, I \\ , / - \1 / Al --11 1/4" ---------*;, i -T CODE-STEEL �-I I I ,_ : � , - I I . , , _00 - V � t o r � I � I - . I . _. I , -., '..� - - - I . I - - I I . _,." ., . � I -,.' I., I 1 24�-2"t ,'- ' . - I I I . 1 -2 � 46 1 ?�, I I", -I,- . • -1 - I 1 . . " - , .� ­ I . , , , - , .. , -, I I , - I I -1 I . -, 11 ''- �, I \ // � Of . � I SHEET NUMBER 4,GALVANIZING PERASTMA153/ASTMA123 ,. I - 1, - , . I ., , ­ , 1. I _i_L__� I / 4 loo ; : , , -, ". . .1 I ,-, 1. , I I '' /I . I .I,- ,- 7 - ,_ I I -1 - I .11 - - - I _" I - ,_ "I \1 \ . .­ . I � I . . - - . I I I , "' - I , , , " I I . . � � - � - - . . - - 1 11 I I I -1 11 . � , , 1 5.ULTIMATE CAPACITY OF THE UNITIS i2O KIPS FOR LEAD AND 140 KIPS FOR EXTENSION ,- . - " , . , I I , I - - , j , I . , . I, - , - . - . I - . - J_ � I ': , , , - � , .� " .I, f , I, , -, "., I I. ". __ �� I _ - 4 , - " - " ., I I, ., .1 I ". 0, - " - - ­ � . - . I I 6.MAXIMUM TORQUE NOT TO EXCEED 13,000 FT LBS , �,I . .. _ . "- . - I. � � .� - , ,- - -_ oun -; - - - � ­ - � ., -, I I ! , I." -1 . . I .,� - , I F '' d b ' PiI6,Plan ' - - " ' , ,- ­, , - - � - .- I "�lg� I � I . 1. - I I ., -, ,_ " - - a on n,,. , , , ,- ,. � , , , 1 � , . . , 7.BY IDEAL MANUFACTURING INC. � I I , - I - 1 - - I - - - . ; , - I ­­ '. -1 - I 1. � �_ " , '_11_1 " . 1. " 2 - - . , _ , I _ . . . _ 1 _ - - I , 2"1. I ,I . 3/16" = 1'-0':­, - , , ', ' _ _111 .' ', 0 1 , I I'll I 0 'L_t L j 11 - 7- !�=44 - — , p I I I_ — I T I I t 'L = ,_ - -. J_ I I I -," I"I ", I r,f.17r P, ,� I I `Ll�I ;_711 - __ - i -1, :,_�" _-, � 4EE_�H�=_ t W- — -1 t i" le�,iawo_nml_- � �� - - I-_t-_ - =_��]I I M: ril I I I I I I I — I I t I -- - I I I I .I I % � . I I I I I I I � I I � �A,.; �-40,. 1 . � I ,1--'.�_', I� , , . - - � , . - - , , I . - ­ - - ----------------- . Door Schedule Rough Rough Mark Width Height Width Height Description Comments c c 101 31 - 8" 8' - 0" Pivot Door Lock Set Q O 102 3 - 811 Ell - 0" Pivot Door Lock Set co 103 21 -611 8' - 0" Lock Set O a� � @ 104 21 -611 F3' - 0" Lock Set O C 1 C r- m 105 21 -411 81 - 011 Pocket Door 106 11 -611 8' - 011 U ,- 107 1' - 6" 8' - 0" �- W 0 m o 108 2' -4" 6' - 8" r LO H 109 21 -61' 6 811 U " 110 11 -611 (>' - 8" s � � p- r. 111 21 -4" 61 - 81' Pocket Door Q r_ a o 112 2' - 0" - 8 6 " Lo z° 113 2' - 0" Ei' - 8" Lock Set C , N a 0 3/4 Hr. Fire Rated - Self Closing Lock Set v o 114 21 - 61' E� - 8 g 0 115 181 -411 8' - 4" 181 -411 81 -4" Garage Door o 116 9' -4" 8' - 4" 91 -411 8' -4" Garage Door 117 3' - 0" 8' - 0" 31 -211 8' - 1" 4 Panel Door Exterior Door 118 9' - 6 5/8" 7' - 11 1/2" 9' - 7 5/8" 8' - 0" 9696 SL DOOR Marvin Clad Ultimate Multi-slide %o x- 119 10' - 5" 9' - 11 1/4" 10' - 611 9' - 11 3/4" CUSTOM BFLD DOOR Marvin Clad Ultimate Bi-fold LO 120 161 -43/411 9' - 11 1/4" 16' - 5 3/4" 9' - 11 3/4" CUSTOM BFLD DOOR Marvin Clad Ultimate Bi-fold 121 141 - 311 9' - 11 1/4" 14' -41/2" 10' - 0" MS DOOR Marvin Clad Ultimate Multi-slide 122 20' -41/2" 9' - 11 1/4" 20' - 6" 10' - 0" MS DOOR Marvin Clad Ultimate Bi-fold 124 31 - 31/411 9' .- 9 3/8" Aluminum-Clad Wood Doors 12 5 3' - 3 1/4" 9' • 9 3/8" Aluminum-Clad Wood Doors yy 201 3 - 8 - 0 203 21 -411 8 - 0Pocket Door Lock Set ®. 204 11 -6'1 8' - 0" w P 205 21 -411 Ell - oil Pocket Door 206 141 - 311 9' - 11 1/4" 14' -4 1/2" 10' - 0" MS DOOR Marvin Clad Ultimate Multi-slide 207 10' - 5" 9' - 11 1/4" 10' - 6" 9' - 11 3/4" CUSTOM BFLD DOOR Marvin Clad Ultimate Bi-fold 208 61 - 911 9' - 11 1/2" 6' - 91/2" 10' - 0" Aluminum-clad wood Double Marvin Clad Ultimate Bi-fold Outswing Door 209 21 -611 8' - 0" Lock Set 210 2' - 0" F3' - 0" 211 21 - 011 8' - 0" Lock Set \' 212 21 - 011 8' - 0" Lock Set / \ , � / \ 213 21 -4" F3' - 0" Pocket Door i� \ ' 214 31 -611 ;'' - 0" Bam Doors Two Total: 7'-0"Width \X\ /�' // Q Lo \Na 120 ) / \RS; Q Ljj 0 011 \ \ \\ PATIO \� L ) PATIO �'\ CV \\ \ / / / \� k 119 �i \ / / \ \/ // / -- z' ��\ OUTDOOR \\ /1, FIREPLAC /� �i � � \ LIVING RM\ 1115 8 1 1 4 J 9 "�\ / ' ;\ ;1� �/F, //%/ �/ \\ \\ /'�\\ \CLG.MGT.= 19'-1 1 7/8:' --- _ _ / \ \ \ o P, \ \ 3\'Z - i sr LAV - a CLU01k71. 22' 117/8 : \X' \'s. 121 GpgP / 5M 2° CLG. GT. CLG.MGf. -I I Feo 113 \ CM COMBO \ /�� / \� �% \�\ \ \ \ \� / \ \�O% MASTER j7 \� / \ / \ \ w \ \ \ "\ y BEDROOM / X . o(wc - ' \ \ �� \; KITCHEN \\� \\ \ / /" CLG.MGT. - 10'-8 5 8' \ \ \\2' s / \�q ' �4 X/ \.. a j / / U -C .F1GTl=7`-€i.3/8" / \ �\; `\ \". \ s� / \\2� •� \ % \\2% \` -- sol J l 11 f , r ) . \ i `S'` �� CM COMBO -- 5\�Z� 5, ` T-71/2' / ' `� � ' --- W.I.W.I`.0 .00 �, \\ \ \ ` CLG.MGT. = 10'8 518" / 102 �'•GTL �a \ ~Q, G �� 'I\ s CM COMBO N -— --- J `�' 13l8' //\�C��G.HGT. �� "\�? ;i /\ %/ 8'- 10 ' s�o 12 51-5N s,� 5' ---- 1 \ 3/8" \\ s' A � ^ �/ \,r, X/ � � n, ALUM��GLASS 25.2 `G 11t 3�I 2 ` •F, \, \ / 9 i \ �/ ( 'F03 3 I/2 _ _ rrL_ COM's,O \ 12' 6' 1 1' 4 a \ I 1 \ s ; f 47 / \k/ I CLG.MGT._ 'S 3/�T-LAV \\ b �k LG. 511 WER / -f moii\/�\ .ate' \ /�\ �' 106 '� l z z 17 0 GARAGE - _ LAUNDRY \ Q - N �� b M /I \ w.l�`�08 J // 3\�/\ , 105 M I D4 MASTER "�,�'� �\� > � PROVIDE 5/8'TYPE X'GYPSUM N �� CSG.HGT. =8'-I 3/8' \ CL05. \ \,s / /\ ��;�"I FOYER \� 9/ i k - - - b �� �' BATH \2 / 2-- O BOARD AT WALLS AND CEILING. CLG.MGT. _ \ ' / i / LIBRARY - N CIS.MGT,m 10'8 5/8" = o ` v z I - I/'° 9'- I' 3 j2f��!-1 3/8' \ '�� ��;1, CLG.MGT. = I9'-I 1,718" /� - - - � CLG.MGT. = I0'-8 5/8' � � T- I I' 3'-T _-' � I m CLG.MGT.= 0 3 1l2'r 8'-5 318' �, - l %� � O 101 G// / - - - -- - ) % • \ W.I. CLOS. r. � / /i •6','s I I I CLG.MGT.-T-3 !8' �T i "' \ w O �o - 5 112 24'- 1" -1/2' `c \ / \\ 112' LI I'-4�� 5 112'` I/2" c!7 �.� \\ / 10 3 I I - - 15 - - --- --__ - - W 771- Q7 Y Ic O 0 A-1.5 - 3 9-0' 31' 6'-0 118' 5'-4' 18'-7 114' 5-47 2 - 17/� DATE —=-_ 8-22-19 --- - i_4�, , , , RO IS'-4'x 8'-0".. 3'=4"' - T-7 1/2' 4'- 10 1/8" 5'-0 1/4' 6' T 40 37'-5 I/4' DRAWN BY: RDB O.Fi..C' p 'DQOR ' - / • - 77' 1 114' _ _ 102' 1 I/4" _ SCALE: 3/16" 1-0 ' - - ' �- -' • - •- •. - - • "- - - • , ' - ' - .. -, - .- . - '- -- - - - -,_..__._ -- TITLE -_'• - First Floor Plan First Floor Plan SHEET NUMBER 3/16" = 1'-0" C N C z O O LO :)0Window Schedule C - o Rough Rough 00 H Q O � Mark Width Height Width Height Count Manufacturer Model Description Head Height Comments " 4' - 11 5/8" 2' - 8" 4' - 11 1/8" 4 Marvin Windows and Doors CUCA3054 3054 CSMT 8' - 1 5/8" Head Hgt. 7'-0" & V-1 1/2" t= E Z o W cc A 2' - 9 B 31 - 111 31 - 35/811 31 - 011 31 - 31/811 2 Marvin Windows and Doors CUAWN3640 3640 AWNG 71 - 31/211 L L) � U 1 31 - 111 2' - 11 5/8" 3' - 0" 2' - 11 1/8" 1 Marvin Windows and Doors CUAWN3636 3636 AWNG 8' - 7 3/8" BB � .mac �' � ' - ' - 7 5/8 3' - 0" 2' - 7 1/8" 2 Marvin Windows and Doors CUAWN3632 3632 AWNG 3' - 1 1/8" _ C 3 1 2 E a CC 3' - 1" 2' - 11 5/8" 3' - 0" 2' - 11 1/8" 1 Marvin Windows and Doors CUAWN3636 3636 AWNG 8' - 7 3/8" = Z (/ V D 31 - 111 1 1 5' - 11 51811 3, - 011 5' - 1/811 2 Marvin Windows and Doors CUCA3672 3672 CSMT 51 = 0 5/8" r 1 DD 31 - 111 3' - 11 1 - 11 5/8,1 3 - 0„ 3r 11 1/8'1 1 Marvin Windows and Doors CUCA3648 3648 CSMT 51 8 1/411 N o E 21 - 311 31 - 75/811 21 - 2” 31 - 71/811 1 Marvin Windows and Doors CUCA2644 2644 CSMT 61 - 81' o rV LO EE 3- - V 2' - 11 5/8" 3' - 0" 2' - 11 1/8" 1 Marvin Windows and Doors CUAWN3636 3636 AWNG 8' - 7 3/8" F 51 - 511 6' - 5 5/8" 51 - 411 V - 5 1/8" 1 Marvin Windows and Doors CUCAP6478 6478 Fixed 7' -4" r\ G 11 -711 61 - 55/811 1' - 6" 6' - 5 1/8" 1 Marvin Windows and Doors CUCA1878 1878 CSMT 71 -411 �o GG 2' - 81/211 4' - 711 2' - 71/2" 4' - 6 1/2" 1 Marvin Windows and Doors CUCAP4864 4864 Fixed 7' - 1111 LO H 11 - 911 4' - 11 5/8" 1' - 8" 4' - 11 1/8" 1 Marvin Windows and Doors CUCA2060 2060 CSMT 7' - 11 1/8" HH 2' - 81/211 41 - 711 2' - 71/2" 4' -6 1/2" 1 Marvin Windows and Doors CUCAP4864 4864 Fixed 7' - 1111 1 11 - 911 2' - 3 5/8" 1' - 8" 2' - 3 1/8" 1 Marvin Windows and Doors GUAWN2028 2028 AWNG T - 0 1/8" II 2' - 8 1/2" 41 - 711 2' - 71/2" 4' - 6 1/2" 1 Marvin Windows and Doors CUCAP4864 4864 Fixed T - 11 11 T - 11" 2' - 0" 1 Marvin Windows and Doors CUCAP4864 4864 Fixed 9' - 1111 81/2" JJ 0 2 - 0 ' KK 4' - 111 51 - 35/811 41 - 011 51 - 31/811 1 Marvin Windows and Doors CUCAP4864 4864 Fixed 91 - 83/411 L 3' - 1" T - 11 5/8" 31 - 011 3' - 11 1/8" 4 Marvin Windows and Doors CUCA3648 3648 CSMT V - 8 1/4" MM V - 511 5' - 3 5/8" 1' - 4" 5' - 3 1/8" 1 Marvin Windows and Doors CUCA1664 1664 CSMT 9' - 8 3/4" J LU N N 3' - 1 11 41 - 75/811 V - 011 4' - 7 1/8" 1 Marvin Windows and Doors CUCA3656 3656 CSMT 8' - 5 1/8" Head Hgt. 7'-0" & 8'-5" a��b CMt Q O 41 -411 71 - 011 4' - 2 1/2" 6' - 11 1/4" 4 Marvin Windows and Doors MNDG-RS FIXED Polygon P 51 - 111 81 - 1001 4' - 11 1/2" 8' - 9 1/4" 4 Marvin Windows and Doors MNDG-RS FIXED Polygon I Q 41 - 111 3' - 11 5/8" 41 - 001 3' - 11 1/8" 1 Marvin Windows and Doors CUAWN4848 4848 AWNG 6' - 6 3/8" / R 2' - 7" 3' - 11 5/8" 21 - 61' T - 11 1/8" 2 Marvin Windows and Doors CUCA3048 3048 CSMT 6' - 6 3/8" S 4' - 1" 21 - 35/8" 4' - 011 2' - 31/8" 1 Marvin Windows and Doors CUAWN4828 4828 AWNG 81 - 91/211 T 2' - 7" 2' - 3 5/8" 2% - 6" 2' - 3 1/8" 2 Marvin Windows and Doors CUAWN3028 3028 AWNG 81 - 91/211 U 3' - 1" 2' - 11 5/8" 3' - 0" 2' - 11 1/8" 18 Marvin Windows and Doors CUAWN3636 3636 AWNG V 21 -71' 51 - 115/81, 21 - 611 5' - 11 1/8" 1 Marvin Windows and Doors CUCA3072 3072 CSMT 81 - 73/411 �� \ U N 11 1 _ 11 1 11 ' _ " oors CUAWN3024 3024 AWNG Head Hgt. - See Eleys. / Plans / '�� \ \� C O Lo W 2' -711 1 115/8" 2' - 6" 11 - 11 1/8" 2 Marvin Windows and D g X 30 - 111 31 - 115/8" 3' - 0 3 11 1/8 1 Marvin Windows and Doors CUCA3648 3648 CSMT 5' - 8 1/4" Y 5' - 511 2' - 7 5/811 51 - 411 1 - 411 2' - 7 1/811 1 Marvin Windows and Doors CUAWN6432 6432 AWNG 7' - 1_3/811 Z 31 - 111 3' - 115/8" 3' - 0" 3' - 11 1/8" 1 Marvin Windows and Doors CUCA3648 3648 CSMT 5' - 8 1/4" \ Z 6' 6"x \ I TL.TUBE \�\\ rte' Z \ cG \\ U N A L FAV N s lq> \\\ W Q HE i PE TAL5 M. \ sFSloFO \ \ O — -+- FINI DOWN LC NY �� � \ F�� ��� ��\\ L 0 FR 2nd \� yg /' �l'0�2G� \\\ �1 Cq s \ .: .._. CV/ 07 \ \\ OPEN TO SD) BELOW d S RY \ �\/O �\� � j'- BEDROOM g CO / fU \`/Fy \0 i \� \� CLG.HGT.= 10'-1 1 7/8' -8M 5D PA ON PE w FRO (210 5I ATH' � � p CLG.MGT. _\ \ -za "'��;� ` d�\ [� �a"o may' ,c % � O / \ C 61 6;�LG10 -- \ \ \ \ \ — 214 \ % \/�\\\ CLG.HGT._ \\ �� ., 01- 1 �/ / � \\� �\10'-I 1718.. � O Y v V \Y� V ✓ Y v Y' �' �' \ -/ ✓% \�J ��y �� 1/�� �� -BALCOT l 1 7/ i A U \ � CLG.HGT 7' I 1718' \� ��.✓ Y��- V �`\ ��—✓ / N \� \/• 2� FAI MCY RM // \\s, '� CM COMBO s I `;' \\ \✓ / \ \��; • ;� / WHEDRAL CEILING / � " `��(ce� fi, i'\\ ;' 5HOWER\ c9 / z / X CM COMBO loo, \�, / �•o I' — T-8518' _ OFFICE AREA i iA - ; / �� \ Q o zU OPEN W.I. GUEST RM BELOW % - — I P-1 318' OCLG.MGT.CLGMGT = I 1 1 3/8 205 b Z3 tfffflz! g��J' / /�% = 3 1/2" 5'-2718' 3 7'- 10 118P? v�Lrr M 203 +6Qp`� /� 1 \ ,/�/ ) 2"x6"P05T (3) 2'Ir 'x "POS Ln 1-7 PAVERS ON LC2}—_ � 'N P f EDESTAL SYSTEM. - - — 1 — w 1 1 N _ — — L Fl MI 2 -0 LI � 3 -0 � ao FROM F ILI R nd L. i N U - I , I r 1 C s 31 6' 111 . 5 I l2 — 12' 9' 5 112' 13'-8' 2nd S BALC 3 112' °' `r `f' " — - — -- — _ -- -- - _ --_- - - - -- _ -- - : I — DATE B-22-19 - - 3 2 6 3 �, BELOW / �\ \ ( POST �� U (J 5T / \ 5T �J U �� �U� POST — \ DRAW � � ) N BY: RDB \ \ \ 1' 9 IM 3'-0" 1' 9 1� 12'-9' 100-1' 9 I! ' 3--0- 1' 9 1/ '— SCALE: 3/16"= 1'-0" ,\ i ✓ J \ / 6'-7" I - 10 1/, ' 112- 12'-9' 51121 j'- 10' 6'-7' 5'-3' 3 I ' 5'-0' 5 A TITLE All ,.�' Second Floor Plan �� 3/16'nd 1 IoO�r Plan (1 ,5 SHEET NUMBER TYP. R001' _ BuildingHei ht ING - 3GO# 301 711 a) ASPHALT 5H I NGLE5 OVER 30# FELT. TO BE CHOSEN BY \ \ ;��/ \ �. _ OWNER. DARK GRAY/BLACK. SCUPPER c SCUPPER. AVOMIW& 0 TYP. FLAT ROOFING - EPDM --� j' \ `� ' Li ROOFING OVER TAPERED \ -' \ '% = \\ 'y 00 TEP Roof H INSULATION SLOPED TO GUT _jgb Plate HAt_4L (D Lo @ PROVIDE 5CUPPER5 AS SHOWN. 23' -2' C >1 T 'AL51D > CO YPIC SIDING - TSG CEDAR Roof Low Plate Hgt. < IJ OVER TYVEK. STAINED BLACK -0 AT 20 - 21, 1� w TYPICAL 51DING - TSG CEDAR \,\ \ l ; -- I� _-- _-__--_ ____- `� N H- 0 Z OVER TYVEK. STAI N ED WHITE In CN r LO TL Lj 00 01 0 Second Floor M = z LO D CD \,\T/o First Floor Plate 0 SCUPPER C-4 0 101 - 91/411 co i� _T/qGarag0 Plate o \L IL ii 8' I Ar 1G 4� LO APPROXIMATE GRADE CA First Floor o oil -97 �T/Q Foundation 3/4' -Ti i 7Ll t 1LI I I I I I j,- i� zJ, 77 cs 1 -7TI-I I 113- ---- -- -- - ,-•. ,.\\ _ , .\, .,.,\.. ,. .\: a..\.. ,.\ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1al semi Lu --8' - 8 Ln 0. Footing - 03/4"-70 West Elevation TYP. ROOFING - EPDM SCUPPER ! / \ _ / ROOFING OVER TAPERED 3/16" 1'-0" INSULATION SLOPED TO ' ,\ _ �\ / El \ \\`\ U\, INTERNAL GUTTER. PROVIDE l CN c 5CUPPER5 AS SHOWN. 711 TYPICAL SIDING - T*G CEDAR OVER TYVEK. STAINED BLACK IU z TYPICAL 51 DI NG - T*G CEDAR a) OVER TYVEK. STAINED WHITE R L J� D TYP. ROOFING - EPDM \ /� \ ` �I \ LU 0 ROOFING OVER TAPERED INSULA TIO SLOPED TO V) INTERNAL GUTTER. PROVIDE: CL SCUPPERS AS SHOWN. SCUPPER, 0 c) cy) 1w 1 1=5 APPROXIMATE GRADE l2l I \-\\ �� \ .�I \\\ \ a'\f :�1 _=111\=\- Ikl 1 I -�:f f LU TTI 0 U I 1=1 I lll 1-11 I=— III III III III =1 I M 1=1 I lEd I 1=1 I Ed I lEd I M I VE1 I 1=1 I 1E1 I E9 I F1 --------- 144-_ 14 —Ityr. ROOF NG - EPDM �OOFI NG OER TAPERED )Ill,,15ULATIONLOPED TO Northwest Elevation INTERNAL 6UTTER. PROVIDE 3/16" = 1'-0" ——————— —- �CUPPER \ 5 SHOWN. 77:7,� '�:�TYPICAL SIDING - TSG CEDAR � � C F `15C.U. OVER TYVK. STAINED BLACK TYPICAL:51DING - T*G CEDAR OVER TYlil STAINED NATUKA oe < IC20:7D' A J\ U ( \. i I I `. ' li; ;. '.t � III I i 1 e� —---- � �/ — \\ TYP. ROOFING EPDM U_ 02 J ROOFING OVER TAPERED 12 ...... ------------ LU LU _W INSULATION SLOPED TO IPIZ \\ ) INTERNAL GUTTER. PROVIDE • SCUPPERS A5SHOWN. LU LU II II, Lr) 18 DATE: 8-22-19 TYPICAL 51DING T*G CEDAR i111111111 OVER TYVEK. STAINED WH ITff DRAWN BY: RDB LASCALE: 3/16"= 1'-0 j tI] 1=1 6 APPROXIMATE GRADE M j17 TITLE j V� Elevations SHEET NUMBER 7 3 11 11 Northeast Elevation 1= I F 11 M I I E I I I= I I 3/16 1-0 A-4 ,_�. _-__-_c_—__=------ - } ���/�\ _ " `-�,�� i��/�- , ,, ,/ �✓-- ,- �\v�,�--�/�, Building Height�� ____ TYP. ROOFING - EPDM 301 - 71' (_/_� \� ROOFI NG OVER TAPERED N _ - �� / :,�"I INSULATION SLOPED TO TYPICAL SIDING - T*G CEDAR E i' %�� \\\ / \\� /j%' I I \ DRAINS, PROVIDE SCUPPERS OVER��, \ r \ \ , „ \\ � ER TYVEK. STAINED BLACK � C ­�� / \ \ SHOWN. (� 1ilti''' \ ✓' O yn' �y� \T �t W `/`^ I ^` ,'1 W r ;r. i Roof Hi h PI Plant H t. _� - - —g � N -0 Aggi " - - __ -_ -_ --- --- -- - I III I,1 -- -- SCUPPER 23 2 O a o 1 I -- Il,il i I \ I, ; \ iII I' W--- I Roof Low Plate Hgt. o -- - - - --- ---- - --- ,, ® l W Q ( __ .F ; III , I 1 1( II i' :�I 4. i �� , I : 20 - 2 `-� U >- I i I I j 1I_ ;. , `;.:a-11,11 !I I ~` I m..:. ,_ y1 / \ C 4- 1,� 1 1 1 I I! , i 1 i{ I . I 'I ( i ti, I -i.r. _., __� / \ - lU..l '', I ,' t - i� M�I:: I i ~� II r. j �I TYPICAL SIDING TSG CEDAR 0F- O /3� ap \ ;III i III r,--. ill,, I it I t (I 208 \ — W N ;' , ; : 20 I ; II o 1 I ti4 C OVER TYVEK, STAINED NATURAL LO Z /� 11 11 I : I I i_-_ - 1 I F i�° , illll i I --- � ----- - - '0 -- 0 I I. - SIDING - T*G CEDAR - oma• - I 11 "I - - P I j TYPICAL � L � 11 I� �'"i- r-L'A : �; 1� ______, 1 OVER TYVEK. STAINED WHITE /i---: iII 1 y l�i��li 1�---1}- i i, I 1 k! � I — _� ' --- �' •o I;I _ __,. - -- jl'i, - I - -- �_ �i '=___ '- I:'' I ? pj '' j _ TYP. ROOFING - EPDM Q o Q _, -- -- -= 11-J -- _ 1, I I II Second Floor = zV) - - - - - I - - —, - - - - - - ­tt 1111, { _1 s _ _ ROOFING OVER TAPERED �o --- - -- T 0 O /o First Floor Plate INSULATION SLOPED TO _ - I --- - CV O 11 11 I I C , it % V 41 1 I .I I - - - 10 - 9 1/4 PERS I!''� I - 'i ,i - -';;; �-- :�;�. - I�- - - 11 ,,, 6: DRAINS. PROVIDE SCUP O 1 1 1 1 I'\ II i F AS SHOWN. I o . I ,. I o Ga PI i _ a e ate . - I Iil I -- I - ;i U) / ---- ry I 1' I� ( I i i Pil I Il N ,'" 'ji .-Il! _ 2 I d I' I I_ i i' \I 111 1; I ;I > I — -i f �i 111 I 11. i 'r l,f / — ��—� — ' i—� / C I "" * -- 3 ' IES— —— IIII I I I - - I �_. . . _, ... - i =