Loading...
HomeMy WebLinkAbout49234-Z SS . 9 O / 5� - 5—1 RICARDO E. CAMPOS, R.A. / ARCHITECTURAL ARTS & DESIGN 706 UNION BLVD WEST ISLIP, NY. 11795 \ (� /��n�M E ENt, PHONE (631) 576 7761 V LONG ISLAND SOUND `fie"��":""» •�.� ,� . 955 \ ,a i DRAWN BY: CHECKED BY: Q � LAND N/F JOHN MULDER LOCATION MAP \ RESIDENCE - PUBLIC WATER IT IS A VIOLATION OF THE LAW FOR \ \ \ ANY PERSON UNLESS ACTING UNDER \ EXISTING DRI WAY THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER THESE DRAWINGS N �� AND/OR ACCOMPANYING SPECIFICATIONS. 0- QQ WHERE SUCH ALTERATIONS ARE MADE, THE COGNIZANT LICENSED ARCHITECT /\ Oi s� THE REVISIO SOON UST SIGN, SL, AND DRAWING ANID/OR SPECIFICATIONS. (See Appropiate Sections of NYS Education Law) Q O OHO O� EX 1 STORYDWELLING 955 \ F.FL--17.53 � x/ O�p /� G� �� .p�,9� 'p� �,��RED ARc'Si .. , lb ® �� Q ,/ � Dp E. Qq lb / \ �S ' LAND N/F JUNE BURGESS & AMY CUTILLO \ / / OG' \ /s "� RESIDENCE - PUBLIC WATER ,� O� 2291 o, EX PINE TREE ® '9 FO �`� S- tx OQ� r- -1 ® ST 11 <6" DIA TO REMAIN F NE ®� STE (7 TOTAL) TREE F- PROPOSED 73 SF L• EX 4'X6' Sk-ED <6" DIA TOEBEPINE REMOVED L•J \ 61- COMP©SfTE DECKING g'L TO BE R OVED \ / (7 TOTAL) #2 Revised Deck footprint plan 7- 02-24 •'� I �� #1 Revised as per DEC comments REMOVE EX 2-20-17 ROSE BUSH (2) /� O L•� —� REV. NO. DESCRIPTION DATE R E V I S 1 0 N S ST NE„ \ BOXEW AREA PS PROPOSED PATIO \ ' MOVE EX C NCRETE PAVERS SET PROJECT: \ VEGETATON ON AND BED GD LINE ---- EXISTI G LAND CLEARING. LI OF CLEA ING GROUND % STURBANCE / ® • �� PROPOSED NEW DECK @ • P/-- Residence of ``A SURVEY INFO PROVIDED BY MICHAEL Robert & Patricia / PN% / / �P�j /WICKS, LAND SURVEYING °b N 200 BELL VIEW AVE. q, 0 / OHO lb \ . Deisignore CENTER MORICHES, NY. 11934 NOTE: NO RY WELLS / Gt�;� 00 Located at \ G / REQUIRED. EXISTING �O 955 Lake Drive SCOPE-IS-NOT ALTERED. / / / NOTE: ✓' \ ,r;, Southold, NY. OWNER AGREES TO PLANT NATIVE 0 ` TOLERANT SHRUBS, (I.E. 3 GAL STOCK x 6) IN WETLAND AREA �� �^�^�SE 59 BLK 05 LOT 016 AS PERMITTED BY TOWN BOARD / OF TRUSTEES & DEC. DRAWING: tK P / ►`Q/,Z,O DRAWING PREPARED BY" SITE PLAN RICARDO E. CAMPOS, R.A. / OWNERS: c_ / �� •,, ROBERT & PATRICIA DELSIGNORE PROJECT/PROPERTY LOCATION: \ / , O� \�v� 955 LAKE DRIVE, SOUTHOLD, NY PROPOSED SITE PLAN / / Q Q.` SCTM; 1000-59-5-16 � N SCALE: 1 " = 10' • � �� Q� �\ PROJECT NO.: DATE: DRAWING NO.: cD CS01622 7-18-16 S _ 1 I,+ F., 4' 1" THK LIMESTONE PAVER rr77 1" THK SAND SETTING BED 1 5" THK RECYCLED CRUSHED CONCRETE BASE LAYER RICARDO E. CAMPOS, R.A. COMPACTED SUBGRADE EX 1 STORY — — — — ARCHITECTURAL ARTS & DESIGN FRAME 706 UNION BLVD WEST ISLIP, NY. 11795 DWELLING YPICAL PAVER DETAILCTION PHONE (631) 576 7761 EW F.FL= 17. 53' 2X10 BAND BD , ., 2x10 BAND BOARD ' S , 00 BOLTED TO EX. FND. » 4'-0" O.C. ALONG + PERIMTER TYPICAL f " CLSD RISER � CL (TYPICAL) 12 W TREADS ' ISION: ADD DETAIL #1 2x10 HDR C- �-n ANCHORED TO c� iox FTGS 12" DIA PC FTGS 0220A PROP 573 SF � � cr_o 0 3'-6" BELOW FIN � �` ', DECK F FL F-- O = GRADE (TYPICAL) 0 (� w Cn I I EXT EXTERIOR WALL 1x6 hand rest, continuous 2 x Z I— ' O bj CONSTRUCTION: 4 horizontal su ort T&B, 2x2 O w ELEV 17. 4 N T_ N pp J� oo x 0z Vert railing w/ 3 1/2 spacing Q — X N I O between, 3, H total (Vinyl DRAWN BY: CHECKED BY: w N © N U contruction) w _ Q 2_X1_0 HDR 2'-8"DP 3 —7 DP o — — C� — ANCHORED—FTGS `-� d- Hurricane clips X F— First Floor JST (Typ) 1 x 8 fascia bds N '1 2x8 JOISTS aro�nd perimeter of O �� deck �O F 4 W HANDRAIL w/ 2x2 -- -- -L Dbl 2x10 Girder POSTS SPCD 4" APART, Z 4x4 Post anchor FIN GRADE `- CL �G� �� 36" ABOVE FINISHED DECK P. EX Concrete IT IS A VIOLATION OF THE LAW FOR 6' MAX LENGTHS foundation 4»4 Post o/ ANY PERSON UNLESS ACTING UNDER 8 dia x 3 dp p/c ftg THE DIRECTION OF A LICENSED typical ARCHITECT, TO ALTER THESE DRAWINGS 8 _ 0 U Q � _ 0 AND/OR ACCOMPANYING SPECIFICATIONS. 7' — 0" 20, — 0)) 0" 6 - 0" WHERE SUCH ALTERATIONS ARE MADE, THE COGNIZANT LICENSED ARCHITECT 0 > » MUST SIGN, SEAL, DATE AND DESCRIBE 0 33THE REVISIONS ON THE DRAWING AND/OR SPECIFICATIONS. SEC A A : TYPICAL STRUCTURAL SECTION T H R U DECK (See Appropiate Sections of NYS Education Law) SCALE: 1 /4" = 1 '-0" PROPOSED DECK PLAN GENERAL NOTES: 1 /4" = 1 '- 0" 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF 17 GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE HOUSE AND BLEND WORK AND SHALL FAMILIARISE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE INTO EXISTING GRADE IN THE CASE OF RENOVATIONS OR ADDITIONS. WORK AGREE WITH SAME. 18 ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS 2• THE CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE GOVERNING PER SQ. FT. AND SHALL HAVE A MINIMUM COVER OF 36". CONTRACTOR OR OWNER SHALL METAL RAIL BRACKET SECURED W/ MUNCIPALITY PRIOR TO STARTING WORK. VERIFY AND REPORT ANY DISCREPENCIES TO THE ARCHITECT. 3—#10X1%" SCREWS TO TOP RAIL, 7 —A4" MAX (FOR(FOR 45')NE) 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, CERTIFICATE OF OCCUPANCY, 19 GENERAL CONTRACTOR TO PROVIDE A 1 HR. FIRE RATING ON VALL WALLS AND CEILINGS 2—#10X1%- SCREWS TO POST BETWEEN GARAGE AND ADJACENT ROOMS. 4Y4" 7'-2%" MAX (FOR STAIRS) 44" INSPECTON APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICATION THEREOF. 20 ALL WOOD SILL PLATES SITTING ON THE FOUNDATION SHALL BE PRESSURE TREATED MINIMUM 4"X4" WOOD POST 5" NOTES FOR STAIR CONDITION: T 0.40 cca. IN ADDITION PROVIDE SILL INSULATION BETWEEN FOUNDATION AND WOOD PLATES. #2 REV DECK DWG 2/6/24 TOP RAIL 4• ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE and USE SUPPLIED ACUTE ANGLE BRACKET BUILDING CODE AND ALL RULES AND REGULATIONS OF THE MUNICIPALITY HAVING #1 SECTION: PAVERS 5/17 AT TOP OF STAIR RUN WITH 21 LUMBER SHALL BE MINIMUM, HEM—FIR #2 OR BETTER Fb= 1,150 PSI, E= 1,400,000 PSI. HIGHER 2—#10X1%" SCREWS TO RAIL, AND JURISDICATON. STRESS LUMBER MAY BE SUBSTITUTED FOR HEM—FIR. REV. No. DESCRIPTION oATE 4Y4"X4Y4" POST COVER 4" PICKET INSERTED 2—#10X1%" SCREWS TO POST. INTO TOP RAIL 5• IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS R E V I S 1 0 N S USE SUPPLIED OBTUSE ANGLE BRACKET INDICATED OF THESE PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE 22 MINIMUM BEARING FOR ALL JOISTS, BEAMS, HEADERS AND RAFTERS SHALL BE 4". PROVIDE AT BOTTOM OF STAIR RUN WITH ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE (LATERAL SUPPRORT) BLOCKING/BRIDGING Ca? O.C. MAX.. BEARING WALLS SHALL BE 2—#1OX1" SCREWS TO RAIL, AND WORK THE CONTRATOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE BLOCKED Ca? 48" O.C.. DOUBLE JOISTS AND ORR RAFTERS AROUND ALL OPENINGS. DOUBLE 1Y4" SQUARE HOLLOW 2— 10X1�" SCREWS TO POST. FROM. JOISTS UNDER ALL PARTITIONS PARALELL T TO SAME. PROJECT: CO—EXTRUDED # O = PVC BALUSTER 23 MINIMUM HEADER SIZE SHALL BE (2) 2x6 UNLESS NOTED OTHERWISE. PROVIDE (3) 2X4 POSTS i co 6• ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE ALL HEADERS UNLESS NOTED OTHERWISE. N M, MANUFACTURERS LATEST PRINTED SPECIFICATIONS AND CODE REQUIREMENTS. PICKET INSERTED 7. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, 24 ALL RAFTERS SHALL BE ANCHORED TO FRAME WALLS WITH "HURRICANE CLIPS". METAL RAIL BRACKET INTO BOTTOM RAIL TECHNIQUES SEQUENCES OR PROCEDURES OR FOR THE SAFETY PRECAUTIONS AND SECURED W/ PROGRAMS IN CONNECTION WIT HTHE WORK. THERE ARE NO WARRANTIES NOR ANY DESIGN LOADS(PER SO. FT.) 3—#10X1%" SCREWS LIVE DEAD DEFLECTION LIMIT PROPOSED NEW DECK TO BOTTOM RAIL, —�— BOTTOM RAIL MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF LIVING AREAS 40# 10# L 360 2—#10X1%" SCREWS = 2022.01.27 THESE SLEEPING ROOMS 30# 10# L 360 Residence of TO POST --�--��-- --�----��--u — --'-�---�--�--------��— �__ �_�__�_ _ PLANS. ATTIC NON STORAGE) 10# 5# L/240 8. THE ARCHITECTURAL SERVICES ON THIS PROJECT ARE TERMINATED WITH THE PREPARATION ATTIC (STORAGE) 20# 10# L/240 ALTHOUGH THE TEST ROOF �WIO FIN. CLG.) 30# 7# L/240 REPORT PERIOD HAS OF THESE DRAWINGS (UNLESS OTHER ARRANGEMENTS ARE MADE) CONFORMING WITH / Robert & Patricia ANCHORAGE 1/3 1/3 1/3 -Q EXPIRED,WE ASSUME THE BUILDING CODE REQUIREMENTS, AND THESE DRAWINGS WHETHER INDICATED OR ROOF WITH FIN. CLG.) 30# 15# L 180 AS REQUIRED E THERE ARE NO CHANGES D el s in o re 1Y4" SQUARE EXPANDED CELLULAR NATIONAL BUILDING CODE 2019 ALBERTA TO THE ASSEMBLY. NOT, SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF CONFORMING TO ALL 25 SNOW LOADS HAVE BEEN ADJUSTED, WHERE APPLICABLE TO REFLECT THE SLIDE—OFF FACTOR g PVC FOOT BLOCK SECURED W/ GOVERNING CODES. THIS CONTRACT DOES NOT INCLUDE (UNLESS ARRANGED AS A FUNCTION OF ROOF PITCH. NATIONAL BUILDING CODE — 2019 ALBERTA EDITION REQUIREMENTS 1—#10X3" SCREW TO BOTTOM RAIL EDITION REQUIREMENTS INTERTE ARCHITECTURAL TESTING OTHERWISE) SITE OBSERVATION, SUPERVISION OR Located at PART 9 — RESIDENTIAL USE (FROM COMPLIANCE REFERENCE INSPECTION BY THE ARCHITECT. 26 ALL DRYWALL SHALL BE PRIMED AND PAINTED (2 FINISHED COATS). 955 Lake Drive 9.8.8.3 Height of Guards Table 9.8.8.2 Specified Loads for Guards) (Test Series No. & Condition) 9. Except as provided in Sentences (2) to (4), all guards shall be not less than 1070MM (aft 6 in) high. 9• DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 27 ALL FINISHES (INTERIOR & EXTERIOR) AND COLORES ARE THE RESPONSIBILITY OF THE OWNER Southold, NY. Horizontal Load Applied Inward or Outward PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS AND SHALL BE SELECTED BY SAME. at any Point at the Minimum Required Test Series No.1 (In—Line Condition) EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECT OR (2) All guards within dwelling units shall be not less than 900 mm (2 ft 11 in) high. EXTENTIONS TO THIS PROJECT EXCEPT BY AGGREMENT IN WRITING AND WITH APPROPRIATE 28 INSTALL AS PER OWNER DIRECTION ANY AND ALL INTERCOM, TELEPHONE, AND/OR T.V. WIRING SEC 59 BLK 05 LOT 016 Height of the Guard: Test Series No.2 (457 Condition) COMPENSATION TO THE ARCHITECT OF RECORD. (3) Exterior guards serving not more than one dwelling unit shall be not less than 900 mm (2 ft 11in) high where the 0.75 kN/m (52 lb/ft) or concentrated load Test Series No.3 (Stair Condition) IN WALL PRIOR RUN CONCEALED I INSTALLATION OF WALLBOARD. ALL TEMPERATURE CONTROL WIRING SHALL IN WALLS, FLOORS AND/OR CEILINGS. VERIFY OUTLET, SWITCH AND LIGHTING walking surface served by the guard is not more than 1800 mm (5 ft 11 in) above the finished ground level. of 1.0 kN (224 lb) applied at any point 10• DONOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. LOCATIONS WITH OWNER PRIOR TO INSTALLATION. Horizontal Load Applied Outward on Elements 11. EXISTING CONDITIONS INDICATED WERE FROM FIELD MEASUREMENTS. Within the Guard, Including Solid Panels and (4) Guards for flights of steps, except in required exit stairs, shall be not less than 900 mm (2 ft 11 in) high. Test Series No.1 (In—Line Condition) DRAWING: Balusters: Test Series No.2 (45' Condition) 12.ALL DIMENSIONS AND LOCATIONS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED Concentrated load of 0.5 kN (112 lb) CORRECT. IT SHALL BE UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE (5) The height of guards for flights of steps shall be measured vertically from the top of the guard to a line drawn Test Series No.3 (Stair Condition)applied over an area of 100mm by 100mm NECESSARY DUE UNFORSEEN CIRCUMSTANCES. DECK PLAN through the tread nosing served by the guard. at any point on the element or elements so DECK SECTION 13.ELEVATIONS AND SECTIONS ARE FOR INFORMATION PURPOSES ONLY AND THE CONTRACTOR IS 9.8.8.5. Openings In Guards as to produce the most critical effect TO REFER TO ALL PLANS FOR CONSTRUCTION INFORMATION. (1) Except as provided in Sentence (2) and (3), openings through guards shall be of a size that will prevent the Evenly Distributed Vertical Load Applied at Test Series No.1 (In—Line Condition) 8c G E N NOTES the Top of the Guard: Test Series No.2 (45' Condition) 14. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS IF USED AND REQUIRED SHALL BE passage of a spherical object having a diameter of 100 mm (4 in). 1.5 kN/m (103 lb/ft) "TECO CONNECTORS" OR EQUAL. THE CONNECTORS SHALL BE CAPABLE OF HANDLING LOADS Test Series No.3 (Stair Condition) AT CONNECTION POINTS. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH Refer to TimberTech Installation Guide for additional installation information. Radiance Rail Express System MANUFACTURES SPECIFICATIONS AND RECOMMANDATIONS. This document is valid for one year from issue date. It may be renewable on an annual basis. Our ABC compliance calculations compared data 15. ALL CONCRETE SHALL BE PLAIN, UNREINFORCED (UNLESS INDICATED OTHERWISE), obtained from: Architectural Testing Reports: Architectural Testing Reports No.A9084.01-119-19 dated OCT.07-2011. 3�4 1 —�— CONTROLLED STONE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGHT OF 2500 PSI PROJECT NO.: DATE: DRAWING No.: 28 DAYS. 16. PROVIDE 1/2" DIAMETER X 15" LONG ANCHOR BOLTS WITH 3" PROJECTION AND TREAD, 1'-0" CS01622 7-18-16 FROM CORNERS AND 6'-0" O.C. MAX.. S - 2