Loading...
HomeMy WebLinkAbout44944-Z o�O�tlFFOI�CpG Town of Southold 11/13/2021 0 P.O.Box 1179 53095 Main Rd Wpy�O �p� T Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42535 Date: 11/13/2021 THIS CERTIFIES that the building DECK Location of Property: 305 Leeward Dr, Southold SCTM#: 473889 Sec/Block/Lot: 79.-7-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/25/2020 pursuant to which Building Permit No. 44944 dated 7/1/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: deck addition to existing single family dwelling as aapplied for. The certificate is issued to Luzzi,John&Joan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0 . Auth z d Si at e o�Ffe TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y g TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44944 Date: 7/1/2020 Permission is hereby granted to: Luzzi, John & Joan 3039 Johnson PI Wantagh, NY 11793 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 305 Leeward Dr, Southold SCTM #473889 Sec/Block/Lot# 79.-7-27 Pursuant to application dated 6/25/2020 and approved by the Building Inspector. To expire on 12/31/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $478.40 CO-ADDITION TO DWELLING $50.00 Total: $528.40 Lagnr Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT ® TOWN 1fALL u V f5 D 765-1802 J - APPLICATION FOR CERTIFICATE OF OCCUPANCY JUL 6 2020 This application must be filled in by typewriter or ink and submitted to the Building DepAJ ; \ TMIMAM& -"JOLD A. For new building or new use 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters_ 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building_ 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"'land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant_ C. Fees I_ Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25; 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 New Construction: Old or Pre-existing Building: (check one). . Location of Property: House No. I Street Hamlet Owner or Owners of Propert�4 Z Z Suffolk County Tax Map No 1000,Section Block -7 Lot ;n Subdivision ,,yy Filed Map. Lot: Permit No. �1 � Date of Permit. Applicant:_ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Appli nt Signatur i UF SOUlyolo # TOWN-OF- SOUTHOLD BUILDING DEPT. �ycourm eF'' 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATI0W ULKING [ ] FRAMING /STRAPPING [' FINAL � o n tk TkeV4 [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE $ 'y0 INSPECTOR v FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) H -------------------------------- FOUNDATION ------------------------------FOUNDATION(2ND) t� O v� ROUGH FRAMING& y � PLUMBING r INSULATION PER N.Y. �7 STATE ENERGY CODE heat- L/r 4 FINAL ADDITIONAL COMMENTS �. k 1:�6 5 c N N p , m °z d b H Scott A. Russell°s� '� 5TORMMAT EIR. SUPERVISOR J �. � � � z ��l[A\�Al(G'�]E��1[JE�'7C' SOUTHOLD TOWN HALL-P_O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' � Town of Southold 1 � D Ll�L�� L CHAPTER 236 - STORMWATER MANAGEMENT SHEET 1 f ( TO BE COMPLETED BY THE APPLICANT) JUL - 6 2020 DOES =S PROJECT LWOLVE ANY OF TING DEPT. Yes No (CHECK ALL THAT APPL» �_ 6, - 1•F1�� ,D t ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface_ []® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area_ ❑K] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance- n9l distance- nD. Site preparation within 100 feet of wetlands, beach, bluff or coastal ; erosion hazard area. d 01 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. [] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent;Contractor,Other) S. M. #: 1 aQfl Date _ J Duttic[ NAME FJ� P_ I� 2. L Z Section Block Lot i��."p"� I*OR BUILDING DLP PTI•IC1�T USE ONLY Como lnformauo �3 1 1 lcko—Ow.bni Reviewed By: Date. Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Z y _ e tl n Approved for processing Building Permit. l� Stormwater Management Control Plan Not Required. �)� f Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review,) FORM � SMCP-TOS MAY 2014 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOC'TRO,LD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 U C� Survey Southoldtownny.gov PERNHT NO. l Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined -,20 Single&Separate Truss Identification Form Storm-Water Assessment Form IContact: l Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 i ing In Infector APPLICATION FOR BUILDING PERMIT JUN 2 5 2020 Date , 20 INSTRUCTIONS a. This hpplicatiori 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 demolition qherein described.The applicant agrees to comply with all applicable laws,ordinances,building code,ho god , re ations,and to admit authorized inspectors on premises and in building for necessary inspections. e (Si ature of a icant or nam ,if a corporation) o �, e o►�cl �,rl v e (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder n\Mr)tm-r' Name of owner of premises L shn Luz2-1 (As on the tax roll or latest deed) Iff\�applicant is a corporation, signature of duly authorized officer y_�\ (Name and title of corporate officer) Builders License No. S C til &of qLj 1 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which propos d work will be done: Leot� House Number Street Hamlet County Tax Map No. 1000 Section QDl) Block 7OD Lot 27 D®® Subdivision Filed Map No. Lot 2. �We existing use and occupancy of premises and intended ue o and occupancy of proposed construction: a. $xisting use and occupancy GIr U10 FbMjjV b. Intended use and occupancy-art up — e 3. Nature of work(check which applicable):New Building Addition ions Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2 rj UM' C)n Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor_ If garage, number of cars N, /K, 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front j"j Rear 71S 'FT . Depth y S. 9 1--T Height `�O A 'F"S'. Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: FrontFT Rear 3 R, :S r—XDepth 28 ' Height Number of Stories 9. Size of lot: Front 2.00 FM, Rear 2M— ', Depth 203.7Z F� 10. Date of Purchase--I' S — 2(:�%—I Name of Former Owner ki c)b n L U ZZ i 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO 0 Will excess fill be removed from premises?YES NO__W IZOS i-ee"Mye1 14.Names of Owner of premises Uh Z Address Phone Nck 1' 0 2 Name of Architecf a ddres one No Name of Contractor C LL.(— Address R®� Phone No. 631 7N 96QL / -6 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 NOS * IF YES,PROVIDE A COPY. JILL P.KUBETZ STATE OF NEW YORK) Notary Public,State Of New York SS: No.01KU6205171 in k Coun COUNTY OF ) Comm ssiooneExpires October 20 20'2\ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0\)j!D-f,r (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work 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. Swo�tiletp before me this JILL P.KUSETZ - day of N 20 rd--0 Notary PN .ub101KUate Of 71 York6^ — Qualified in Suffolk Cou V l/ C.:.nmissionExp'res octoher '2n tary Public Pgnature o p icant LOT 22 MON.FND. S61°23'30"E 200.00 0.4S REB.FND. w 4'CHAIN LINK FENCE GATE 0.3S N d u n d n = Z ` 0U M a m LOT 24 0 WN r-1 in w I 16'x14' UWOOD w I I TREWS 26.3 ---L J z w ZMASONRY PATIO UW ZLL 10'x72'TREWS Y OVER 7.Sx9.0 2 it 12.6 HOTTUB 7 LOT 23 ° i U y�5.8 -- 9.2 ro GA 1 30^HIGH 20.3 L Ks WOOD DECK n m OOY a SHOWER GA A LOT 31 39.4 6'PVC FENCE O 36"MAS.WAL1 STORY FRAME T_i L C.E m n GEN. W ro 30"MAS.wau v RESIDENCE#305 w z6'PVC FENCE GATE O 23.7 CIO 26.7 Ifl R/O PLAT. m GARAGE UNITS 62.8' '/� 24.6 U■ W MAS•WALK ❑ WAT.FEAT. M +MA ❑ e \ 23.3'10,x 18N Ow NWf l U WOOD, pm DU IA OVER - O TR u _ZtiD2" - N - -- -1 N — POND III Z i er 175.00 REBBN.FND, IN 2. 1 WATER M MON.FND. 200.00 CONCRETE CURB WATER VALVE N61°23'30"W LEEWARD DRIVE (50'WIDE PUBLIC RIGHT OF WAY) U Q r m O a n 0 N M O C 7 SURVEY OFPROPER'T'Y ��07 News LOT 24-MAP OF y 0 LEEWARD ACRES AT BAYVIEW, INC. FILED:JUNE 4, 197 1-MAP#:5599 o° CERTIFIED TO: SITUATE JOHN LUZZI AND JOAN LUZZI SOUTHOLD FIDELITY NATIONAL TITLE INSURANCE COMPANY SILVERMINE VENTURES,LLC o TOWN OF SOUTHOLD D/B/A THOROUGHBRED MORTGAGE g� � SUFFOLK COUNTY, N.Y. (A SCALE: 1 INCH=30 FEET 30 O 15 30 60 W TAX MAP NO.: 1000079'07-027 LO JOSEPH CECERE 'a LOT AREA:40,744 S.F.(0.935 ACRES) PROFESSIONAL LAND SURVEYOR DATE SURVEYED:JUNE 4,2017 LEGAL NOTES' w 1.COPYRIGHT 2017 ANGELO J.CECERE PROFESSIONAL LAND SURVEYING ALL RIGHTS RESERVED. W 2.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A J VIOLATION OF SECTION 7209,SUB"DMSION 2,OF NEW YORK STATE EDUCATION LAW. N 3.ONLY BOUNDARY SURVEY MAPS WTIH THE SURVEYOR'S EM BOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF O M THE SURVEYOR'SORIGINAL WORK AND OPINION. U 4.CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EMSf1NGCODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEWYORK STATE ASSOCIATION OF a I. ; � �.yy �y,�I _ _ PROFESSIONAL LAND SURVEYORS,INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY m ANCELO_.1_• CECERE;P.rL:S• MAP IS PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ? ON THIS BOUNDARY SURVEY MAP p ����//"" I a 5.THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE. m LAND SURVEYING &-PLANNING_— 6.THE LOCATION OFUNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST O BE ESTIMATED.IFANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS rte. I �S I�� ORENCROACHMENTS ARE NOT COVERED BYTHIS SURVEY. m 77 S. COLEMAN ROAD, CENTEREACH, NY 1�I��GO 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR ASPECIFIC 3 PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS,POOLS, % -PHONE. 631.846.99�f/3 —�—_— ---- PATIOS PLANTING AREAS,ADDMONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION. y I�q� B.COPIES OFTHIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE � ---EMAIL:AJG246@OPTONLINE.NE i CONSIDEREDTOCORNER MONUMENTS j � � 9.PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OFTHIS SURVEY UNLESS OTHERWISE NOTED. � I � � 1 PHOTOS OF THE EXISTING CONDITIONS: 1 1 111 11 Mama== PROPOSED PROJECT: TO RTORE��A �5 ... REPLACE EXISTING WOOD DECK IN-KIND ALM CHITECT, PLLC LUZZI RESIDENCE BY ROBERT TORTORELLA R.A. 44 DOCK LANE, WANTAGH, NY 11793 ' S"�.,' s ,'vik 1..i�'.k�:•fs r: } /.s•Y rfia I 63 IDA LANE, AG2UEBOGUE5 NY 11931 ,,;"f.^':. " . LOT 1- E 5 6-826-81 a 5 395 LEEWARD DRIV OFFICE 1 35 MOBILE.516-448-5371 444 NEW W YO R K 1 19 7 ' RobertAndrew.Tortorella Gmail.com�OD.tSOUTHOLD ,EXISTING WOOD DECK IN-KIND. PROJECT rra.dssa. F NORTH ° :NNI g ., DRAWING SHEET LIST. CONSULTANTS: _. CURRENT Current . . w .r. a , ,•� �; w M1M1;,,� � � REVISION Revision ,7,nli C r , r SHEET No. DRAWING SHEET NAME ISSUED { l"' _ Date ,/ A101.0 COVER SHEET Plot Plan Zoning DATE:� �Za t i ,;. :✓ ,>b,.:p'C`;.,5�c'+s3,t" �aT° .c•m -`'9 i'r"''a„„� ` °;?s. k..v,; '2"' ry ,,,,� ".' _- _- ..�...._�..... _�_._:.__._.-� _ .,. a & g Data) Na th, A201.0 3D VIEW & DEMOLITION PLAN No FEE:co JT i'J ro SHADED AREA INDICATES: A301.0 LEVEL 1 Construction Plan � ' • REPLACE EXISTING WOOD FRAME DECK ( NO' 7G5 13 ? ' '' ' it) WITH NEW DECK IN-KIND. A302.0 CELLAR LEVEL ( Construction & 1st Level Framing Plan) No, FOLLr,h ING EXTERIOR ELEVATION i I t�*�= • (686 SQ. FT.) NO 1. A401.0 EXTERIOR ELEVATIONS Rear View Looking South e. °�-` ---- -- ------ - -- - A402.0 EXTERIOR ELEVATION & DECK SECTIONS No w ;;-� _ ;�',},�iN ,i, rl ' MPn EXISTING 1 STORY WOOD FRAME DWELLING 2. RC),_ - wl, F'L!f :'.:,,�.� Date Taken (3-20-2020) • CONSTRUCTION CLASSIFICATION: 'TYPE 5' A501.0 DETAILS (Typical) & DECK (Wood Fuming Connectors) . No 3. INS"J'LAT10,N a WOOD FRAME. - -- 4. FINAL - 01C;, :_TI-JtJ`!O� ! �';JST r • OCCUPANCY CLASSIFICATION: 'GROUP R-3' A502.0 DETAILS (Trex Construction) No BE COMPLETE.TE FC)f .C', :_., ,. ,; .a> ONE-FAMILY DWELLING.L07 ;73 A503.O DETAILS Trex Construction No" ALL CG".ISTRIJ!TEc.?^, `'�i�',_L t; "E:T TI:'Tr, " "PL t CODES Or- C,(. r .: t. WITH ALL C YORK STATE. PtOi IiC�. <ar,,.�e,0" "Mrd S• a.: � ^�$'. t:�m � �;". ,„., •.' '� �':'�; '"��, � _ ., °'� ` � �.a'r�: ,,, / t4�.�'�.ast� ,� _ REQUiREP�1ENTS r : ~. . 3 YORK STATE & TOWN CODES" DESIGN ar�VTRJ�t,..,iE� Fo>± REPLACE EXISTING WOOD DECK IN-KIND. DE.�G d OR G �' !~f'rOC;S MAIM LOT 31i�E OUIRED A DITION b ` 1 S-*ORY SOUTHOLD TOWN Z zr Zvi . RAS= ��.. � - SOUTHOLD rNPLANNINGBOARD SOOT' D TOUdPJ TRUSTEES . ' WARNING DEC It is a viol 'L for an person, �' "1`"" � ' ���3 a r � unless actin under direction of a ( i'iA . licensed Ar _ ;�'�,�a '� '�,, L.8 • chitect, to alter an item in N' ':a" ", � �z"�� OR � IAA- % �1 s.r s ""- Vt�T,�QST, 1 F� €� �� A�� I ` " '-- _ I a'k, p' y y. an item bearing the seal of k`.. . ; µ USE IS U1 ,1.1-wk, J�-U!_ an way. If g an chitect ilt z q d En' s alter ed, the altering . .. eY 33 - a�r'xt V taxa ( I�� IC�ii Architect shall affix to his item the seal ir,� �"1 �' TEt� R�` �CFF�'�ITE"�OT C►rs-`li : �:. and the notation altered by„ followed EXTERIOR ELEVATION I „ ,S�r�� T jp Ct'AX36 �' I 1" � by his signiture and the date of such Rear View Looking East 0 � �� ' � alteration, and a specific description of g �.� F�t,� G C C 1 ' NCY Date Taken (3-20-2020) �, OF TSE�41,dt� CGDE. the alteration. ra „P f ✓ • COPYRIGHT G T 2020 175.00 .�. NOTES. TORTORELLA AR # aM �. GENERAL ARCHITECT-PLLC , cc •e $-123"30'W All Rights R . <z>�s asoczzvx *rw GENERAL: Reserved, No Part Of These Drawings May Be Reproduced Without '''` ` ` •ALL WORK SHALL SHALL BE IN STRICT CONFORMANCE WITH THE 2015'IBC' (INTERNATIONAL BUILDING CODE) ,2015'IRC' The Expressed Written Consent Of The .,yy y ' -,�•4 row t. as. '°l 4'``5: ,, ," ,3j` .;:y"� `•...�'�. %. , �',.,.�",-'£�' a +p.:-3,f•:',, ."� I (INTERNATIONAL RESIDENTIAL CODE AND THE RULES AND REGULATIONS OF THE LOCAL GOVERNING TOWN OR VILLAGE. Architect. Infringements LEEWARD DRIVE MO ' (#0 F't3SLCp RIGHT `VYY ), t ngements Of These _ 9 " ° <°, ^- t • CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE BEFORE COMMENCING ANY WORK. REPORT Concepts And Design Ideas Presented s Shall Be Prosecuted TO THE ARCHITECT ANY CONDITION THAT VARIES FROM THAT SHOWN ON THESE DOCUMENTS AND WHICH MAY PREVENT On These Drawings g THE PROPER PERFORMANCE OF WORK. To The Fullest Extend Permitted By Law. :' e-cF 3N.�•aa . i `': ,. r` g, 7 .� ' g " `^` •ALL CONTRACTORS SHALL BE FULLY COVERED BY WORKMAN COMPENSATION INSURANCE AND SUCH INSURANCE AS I m s^ $ Lt a,�� agexasS R^; * .iF g'a's e i s 1f a q a REQUIRED BY LOCAL LAWS. No. DESCRIPTION DATE ; -- v a, •CONSTRUCTION AND REMOVAL OF REFUSE SHALL BE: CARRIED ON PROGRESSIVELY AND SYSTEMATICALLY. MATERIALS ' 7 ' SHALL NOT BE PERMITTED TO ACCUMULATE. FOR ADDITIONAL INFORMATION SEE THE DEMOLITION PLAN AND DEMOLITION ., NOTES. n ` yF �R° k"' = • CONTRACTOR TO PROVIDE DROP CLOTHS AND OTHER DEVICES TO INSURE ADJACENT SPACES IN BUILDING ARE CLEAN AS T„ ,,i„'" POSSIBLE. k. " ;1 "' ~ " r "� •CONTRACTOR TO RESTORE ANY PORTION OF THE STRU URE DAMAGED DECK IN-KIND. CT DURING ALTERATION. REPLACE EXISTING WOOD ' - �• • CONTRACTOR TO EXPEDITE WORK AND ESTABLISH WITH-;'NE OWNER A COMPLETION DATE. , ,g� rg ` • CONTRACTOR AND ALL SUBCONTRACTORS TO FULLY GG_',^.RANTEE THEIR WORK AND MATERIALS FOR 1 YEAR, STARTING ;e�.,:;�r�'.;�,a,g,$-��.3��2»�i: :3 '�,''�,x�d`';*'s: .^�'"�ti`,i"^�:,"�` ;&+,'�'.X'3;�'�g„�' ,,..".;1r`'a�',;,``.'t"',"sur r.., §'". +r,• t a FROM COMPLETION OF THE PROJECT UNLESS AGREED GI•�' HERWISE WITH THE OWNER. rVEY � , •ALL WORK LISTED, SHOWN OR IMPLIED ON THE CONSTRiJL:TION DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE EXTERIOR ELEVATION . . CONTRACTOR. Rear View Looking West LOT # � >$�" "� ;>',-4"- • BEFORE SUBMITTING A PROPOSAL, ALL CONTRACTORS SHALL VISIT THE SITE, FAMILIARIZE THEMSELVES WITH THE Date Taken 3-20-2020 =f { "' ;" . , EXISTING CONDITIONS AND UNDERSTAND THE NATURE AND SCOPE OF WORK AND DIFFICULTIES THAT ATTEND ITS EXECUTION. FlLED.*JUNE 4, 1971-MSP :5599r ;; - ( •THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DOCUMENTS AND FIELD GEF�'�F-I ELa a .,� ^^<.rW Y CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATIONS. rrU ` �"5 ✓ """�,,, •THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE EXECUTION OF THE WORK NOT IN ACCORDING TO THE APPROVED NA`r1O1qALTrnX INSURANCE COMPANY S' ! -1C1xt ?t» *ou .'rtr_t,LLC ., DOCUMENTS. TO �i :C t 0/n/A"T 3 Pt #9Z '# A '. •THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR THEIR WORK UNTIL TURNED OVER TO THE OWNER. ' • BEFORE THE CONTRACTOR PERMITS THE OWNER TO MOVE INTO THE FINAL CONSTRUCTION, THE CONTRACTOR IS SUFFOLK COUNW, N.Y. SCAL..E: 1 I -'H=30 FEr-T RESPONSIBLE FOR PROVIDING THE OWNER WITH THE 'C.O.' (CERTIFICATE OF OCCUPANCY). THE C.O. IS ISSUED BY THE CLIENT: eta is 30 sea t� e° BUILDING DEPARTMENT AFTER ALL REQUIRED INSPECTIONS ARE PREFORMED AND APPROVED BY THE BUILDING TAX MAP NOz1000-07"7w027 ctwJOSEPH CEC � DEPARTMENT. John & Joan Luzzi LOT AREA-.40.7 SX-(O-935A Fzsr= AL D SURVEYOR � WINDOWS, SKYLIGHTS AND DOORS: y DATE SLI YEEXJUNE:4.2017 • SEE 'WINDOW NOTES AND DOOR ELEVATIONS' ON THESE DOCUMENTS FOR ADDITIONAL INFORMATION. til Y,xi('ri^'i+.s',..w.;J;17%Ar9,.xsi':#J.4"E-,'4.,#,«x S*'✓Ss,t"a",-y.N1.!iA•s„tibt.#b.'✓rr4'A's A?i b+b,r5:rx ah5•'a.§<'�.rf � g.r NAt;°.^`5»",iz:.,"7f"^I.a,9":V11„V;,.�.�>,#�;�,.4�;-,.sx.�.�"�-�:�'r r>P,��'Ct:A,,W;,a:,°•�: �LA,'N.'.�,,�..;�a��..,;,-�, ,���, E -a •SEE WINDOW AND DOOR SCHEDULES. At`t A"'r •SEE'EXTERIOR FINISH NOTES. iPJCLUJINC; VVND0V,1S, ,00RS & SKYLIGH NOTES'ON THESE DOCUMENTS. LEGEND . t# ,�r. { •' ; tom :5# CARPENTRY AND FINISHES : .&,:m'Si'Jf"s„,t7. 5.r !t%'i:�a:F^:3#'e:'AY✓.a i;"�;!,?`:uvea",a.,. aa;7^'z'", rte+*s,;;w'nb"ks�.4.:..:&i:d',s;hC4v aa{5#,^„c.t+dr„"a,PaS.#",W.t*«<deet . # � � `� '' "� � '° "''r = - '* -� 4 •ALL GYPSUM BOARD TO RECEIVE TAPE, METAL CORNER REINFORCING, 3 COATS OF JOINT COMPOUND FLOAT&SAND. a>y,'r! .:✓,.,r#i,P4hL,�..d,Y4.S:A@.SC', r£.'�,ff^N..,'x:tJa:,6. , . eY.:afS.3 zfM45Y:,53f:dk#!id.,ri22Vfwf„15:lbkY bB"'t4:Rbi3;vfM`Y'As1 a'-%' any I TAG/SYMBOL DESCRIPTION REMARKS: "!'" =: w=° �-' �� == meg,`='�°%='= -gni =°N=' =k=T"="-�� t=« t �=' "_ • PATCH AND MATCH ALL FINISHES AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED AND/OR NEW WORK �� J. � � �" ABUTS EXISTING. PROJECT: # . EXISTING PARTITIONS AND WALLSSURVEYING �� � . .«�a�t,t . „^m.t;:�t5�at�. dp��.,,,,.�#•���d�d�5 �w PLUMBING/HVAC/AND ELECTRIC : L F1 +y+y COLEMAN /� N,S"y 't " "tea"s n �'4 " +1 ' gy rap - r if •ALL PLUMBING WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2015'IBC'(INTERNATIONAL BUILDING CODE) 2015 u zz i Residence ",dF,IP S. �as'4p1E#"eAS�N i.faF4a, 'irrt ���a+157g �$ � S ✓eb,�cnz.+rpt`.>`5w 5ab.5§+P#*abJ'f ;s fi.,7 s'm.`5+cmc+ar,'riDx•'ss."',° :§n�"':^'W.ci,:'Yar'fi#'*;v.^.twr*sza,°'sa N�'T'"ss tF ttB.•"�°1"'„'s"+A '.P`«^,` � # 'IPC' 1 I x;�r�x, r' �Wr 4: > . a .+ ;5.=te>a a # dg 'r.t+x .r«•.aq" ,+.ak4#. a� �t,+• : , c 'IRC (INTERNATIONAL RESIDENTIAL CODE), 2015 IPC (INTERNATIONAL PLUMBING CODE),AND 2015 'NEPA' 13(STANDARDS EXISTING CONCRETE WALLS 'oN= 1.846. 973 r1enzI*`.`}°f`pk°,A"%lk Vrrj" , oN,vs.A FOR SPRINKLER SYSTEM INSTALLATION) .. ,... , 5•'6*^WY-At,*.4k L.852.ay✓,ii.1'4.•Yt"9'.°"a`,i3a9'.y9'Nt,.#§M:,"psW.t'S w#$J SSkt@<E"w6n"5 ' . . EMAIL:AJC246�PTONLN .IEE NT "`= "'4 " "`�'° =' •ALL ELECTRICAL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2015'IBC'(INTERNATIONAL BUILDING CODE) ,2015 • "" , ,., .,.,,... Pms.,,'ey,ss ar*'q�'�;mat:xt,�"sw.r.,u, �e't,w,�;•>'a<�,*t^^r..w.a"=�*'�.�,"�.S'�,.",`.:;g*^1'r;<''%?°Le�igl��rar..arn;°T.�,r>.E"7:"." 'IRC' (INTERNATIONAL RESIDENTIAL CODE),AND 2015'NFPA'70 (NATIONAL ELECTRICAL CODE) ------ EXISTING CONCRETE WALLS WITH •ALL FUEL BURNING EQUIPMENT AND SPACES ENCLOSING THE FUEL BURNING EQUIPMENT TO COMPLY WITH THE 2015 'IBC' BRICK OR STONE VENEER SHELF (INTERNATIONAL BUILDING CODE) ,2015'IRC'(INTERNATIONAL RESIDENTIAL CODE),2015 'IFGC' (INTERNATIONAL FUEL GAS CODE)AND 2015'IMC' (INTERNATIONAL MECHANICAL CODE) 305 Leeward Drive Southold, NY 11971 EXISTING CONSTRUCTION TO BE 1 PLO FLAN •ALL ELECTRICAL PRODUCTS TO BEAR THE 'UL'CLASSIFICATION LABEL. •CONTRACTOR TO REROUTE AS REQUIRED ALL EXISTING PLUMBING, ELECTRIC& HEATING LINES INCLUDING ANY -------- REMOVED DUCTWORK WHICH INTERFERES WITH PROPOSED CONSTRUCTION. NEW PARTITION AND WALLS SEE PARTITION SYSTEM TYPES FOR ADDITIONAL INFORMATION A101 .0 ill = 30'-0" " STANDARDS FOR ACCESSIBLE AND USABLE BUILDING.AND FACILITIES: DRAWING TITLE: • IF APPLICABLE; HANDICAP ACCESSIBILITY TO BE IN CONFORMANCE WITH THE 2017('ICC'A117.1-2017 CODE) COVER SHEET MISCELLANEOUS NEW WALLS WITH BRICK OR STONE SEE PARTITION SYSTEM TYPES FOR ADDITIONAL INFORMATION •ALL WORK ON DOCUMENTS IS ASSUMED NEW UNLESS NOTED OTHERWISE. • DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERCEDE SCALE DIMENSIONS. (Plot P I a n & Zonin g VENEER • DURING THE COURSE OF CONSTRUCTION IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE LOCAL AUTHORITIES TO MAKE ON SITE INSPECTIONS AS REQUIRED BY LOCAL LAWS. Data) 777- � NEW CONCRETE WALLS SEE PARTITION SYSTEM TYPES FOR ADDITIONAL INFORMATION FOR ADDITIONAL INFORMATION REGARDING THE BUILDING CODES: • FOR THE 2015'IBC'(INTERNATIONAL BUILDING CODE)AND 2015'IRC'(INTERNATIONAL RESIDENTIAL CODE)AND OTHER 2015 NEW CONCRETE WALLS WITH SEE PARTITION SYSTEM TYPES FOR ADDITIONAL INFORMATION INTERNATIONAL CODES ON LINE GO TO (http://codes.iccsafe.org/) BRICK OR STONE VENEER SHELF • FOR THE 2015'IECC' (INTERNATIONAL ENERGY CONSERVATION CODE) (UPDATED AS OF OCTOBER 3, 2016) ON LINE GO TO " NEW CMU (CONCRETE MASONRY SEE PARTITION SYSTEM TYPES FOR ADDITIONAL INFORMATION (http://codes.iccsafe.org/) 5" SEAL: • FOR THE'NFPA' CODES GO TO ONLINE (http://www.nfpa.orn/codes-and-standards) � �E[?Af7C UNIT)WALLS • LOCAL GOVERNING AUTHORITIES CODES OVERRULE THE INTERNATIONAL CODES AS LONG AS THE LOCAL CODE IS OF G� t'TON GREATER IMPORTANCE AND NOT LESS IMPORTANCE OR SAFETY THAN THAT OF THE INTERNATIONAL CODES. PARTITION TYPE TAG/SYMBOL SEE PARTITION SYSTEM TYPES FOR ADDITIONAL INFORMATION • FURTHER INFORMATION IS AVAILABLE AT THE GOVERNING BUILDING AND PLANNING DEPARTMENT. SCOPE OF WORK: ^ EXISTING RATED PARTITION /SHAFT • SEE PARTITION SYSTEM TYPES FOR ADDITIONAL INFORMATION •AT EXISTING RATED WALLS-CONTRACTOR TO MAINTAIN EXISTING • NO CHANGE IN USE, OCCUPANCY, OR EGRESS. NEW RATED PARTITION/SHAFT r' OF INTEGRITY AND RATING OF THE EXISTING ASSEMBLY -.REPLACE EXISTING WOOD DECK IN REAR YARD IN-KIND. NEW BATT INSULATION SEE PARTITION SYSTEM TYPES FOR ADDITIONAL INFORMATION PROJECT No. 202010 STRUCTURAL GRID: FOR STRUCTURAL LOAD PATHS: ZONING CALCULATIONS: DATE 5-25-2020 A • FOR GIRDER AND COLUMN • REFER TO THE STRUCTURAL GRID ON ALL PLANS IN ORDER TO ALIGN LOCATIONS COLUMNS VERTICALLY FROM ONE LEVEL TO THE NEXT FOR PREVIOUSLY APPROVED DECK TO BE REPLACED IN-KIND: _� •SEE CERTIFICATE OF OCCUPANCY ON FILE WITH THE DEPARTMENT OF DRAWN BY R.T. l ' / BUILDINGS No. 38811 DATED (2-2-2017) ISSUE DATE. REVIEWED BY Checker ELEVATION TAG A101 1 • ELEVATION NUMBER DRAWING SHEET: • DRAWING SHEET WINDOW TAG/KEY SYMBOL FOR WINDOW INFORMATION SEE WINDOW SCHEDULE n..� )02 SITE INFORMATION OBTAINED FROM SURVEY PREPARED BY: PLOT PLAN OF PROPERTY LOCATION IN: - .. DOOR TAG/KEY SYMBOL FOR DOOR INFORMATION SEE DOOR SCHEDULE ANGELO J. CECERE, P.L.S. LAND SURVEYOR SOUTHOLD, SUFFOLK COUNTY A U U 1-02 CENTEREACH, NY 11720 TOWN OF SOUTHOLD •- 0 SHEET No. REVISION No. DATED: JUNE 4, 2017 SECTION 791 BLOCK 71 LOT 27 TORT® RELLA ARCHITECT, RLL_C BY ROBERT TORTOR ELLA R.A. 44 DOCK LANE, WANTAGH, NY 11793 63 IDA LANE, AQUEBOGUE, NY 11931 OFFICE.516-826-8135 MOBILE.516-448-5371 RobertAndrew.Tortorella@Gmail.com CONSULTANTS: „ : ' r. , + r r k f �N f f : , r� f Tb' / z , , v ! \ a ..✓r...: , '' .::+., 'mow,,. � - { f i v „ 4. {rt i ' "\. ,• I , r d WE ................... ., RED DASHED LINE INDICATES: • EXISTING WOOD FRAME DECK TO BE REPLACED WARNING ` . IN-KIND. It is a violation of law for any person, i unless acting under direction of a licensed Architect, to alter an item in any way. If an item bearing the seal of an Architect is altered, the altering Architect shall affix to his item the seal and the notation "altered by" followed by his signiture and the date of such / alteration, and a specific description of the alteration. L COPYRIGHT 2020 TORTORELLA ARCHITECT-PLLC All Rights Reserved, No Part Of These Drawings May Be Reproduced Without The Expressed Written Consent Of The 2 3 D Exterior RnnrA—Righ_� S 141 VVI_�i_W)_ Architect. Infringements Of These D� Concepts And Design Ideas Presented On These Drawings Shall Be Prosecuted A2 To The Fullest Extend Permitted By Law. I,. I ,................................... -------- No. DESCRIPTION DATE i f II V II I - - - - - - - - II I — I I I _ I I _ -------------- 'T ------------- Y v w ,:.. CLIENT: -- - - - - - - - - - - John & Joan Luzzi IIC -...,_n.��{: . ::�,�i.�ti.:;"�,,,�:,�a�:✓,�ra�,"m�. _, ..�,>b,�,r PROJECT: y,n i I Luzzi Residence 305 Leeward Drive Southold, NY 11971 DRAWING TITLE: 3D VIEW & DEMOLITION PLAN _ 1 ----LEVEL 1 ( D_e_m__o_Yfion_P_[a_n)_ o' 2' 4' s' 16' A201 .0 3/16" = 1 '-0" DEMOLITION NOTES. SEAL: D ARC LEAD PAINT NOTES: •THE DEMOLITION CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS SHOWN OR NOTED ON DRAWINGS. �t�`�p,"�TOR�Q� CONTRACTOR TO VERIFY IF THE FEDERAL, STATE AND LOCAL GOVERNING AUTHORITIES IN EFFECT REQUIRE THAT THE CLIENT SPACE BE TESTED FOR LEAD AND IF THE FOLLOWING ARE REQUIRED: •THE DEMOLITION CONTRACTOR SHALL MAKE NECESSARY ARRANGEMENTS WITH THE OWNER. A FULL REPORT IS REQUIRED BEFORE STARTING ANY WORK. •THE DEMOLITION CONTRACTOR SHALL SUBMIT HIS PROPOSAL BASED ON EXECUTING ALL WORK WITHIN REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS. IF AN LEADS INSPECTION IS REQUIRED. • IN ALL AREAS WHERE DEMOLITION CAUSES AN UNEVENNESS IN THE SLAB(REMOVAL OF TILE CARPETING, TACKLESS, PARTITIONS, ETC...)THE CONTRACTOR SHALL PITCH TO LEVEL THE SLAB TO RECEIVE NEW FURNISHED SHOULD CONTRACTOR OR EMPLOYEES OF THE CONTRACTOR, SUSPECT THAT MATERIAL IN THE AREA OF THE CONTRACTOR'S WORK MAY CONTAIN LEAD PAINT, CONTRACTOR FLOORING. SHALL CEASE WORK IMMEDIATELY, AND NOTIFY THE ARCHITECT OF RECORD AND THE GOVERNING AUTHORITIES. •THE DEMOLITION CONTRACTOR SHALL ERECT ALL NECESSARY PLASTIC DROP CLOTH PARTITIONS TO PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS, UNLESS OTHERWISE THE CONTRACTOR IS TO VERIFY IF THE LOCAL GOVERNING AUTHORITIES REQUIRE A CERTIFIED AGENCY TO TEST THE MATERIAL IN QUESTION TO CONFIRM IT AS LEAD PAINT CONTAINING. NOTED ON THE DRAWING. j , � �`, SHOULD THE TEST PROVE POSITIVE, THE OWNER SHALL RETAIN A CERTIFIED CONTRACTOR TO REMOVE (OR ABATE)THE LEAD PAINT IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL AUTHORITIES IN EFFECT. •THE DEMOLITION CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE UNDER CONSTRUCTION, IF REQUIRED. 4t� •THE DEMOLITION CONTRACTOR SHALL REMOVE EXISTING CARPET,VINYL. TILE, CERAMIC, TILE, ETC. THE FOLLOWING APPLIES TO NEW EXTERIOR WALLS AND EXISTING EXTERIOR WALLS THAT HAVE HAD GYPSUM BOARD OR PLASTER REMOVED. • LIGHTING FIXTURES,EXISTING LIGHTS, CEILING TILE, SWITCHES,AND METAL MOLDING WHICH ARE NOT BEING REUSED SHALL BE REUSED BY OWNER IN THE NEW •INSTALL WOOD CONSTRUCTION CONNECTORS, FOR ADDITIONAL INFORMATION SEE'WOOD CONSTRUCTION CONNECTOR' DETAILS ON THE DETAIL DRAWING SHEETS. • CONSTRUCTION AND ARE SALVAGEABLE, SHALL BE RETURNED TO THE BUILDING, ONLY UPON REQUEST. ALL ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL BE REMOVED FROM THE PREMISES. PROJECT No. 202010 •SEAL ALL JOINTS IN THE EXTERIOR SHEATHING WITH APPROVED'AIR LEAKAGE SEALANT TAPEOR CAULKING. •ALL EXPOSED LIGHT FIXTURES, WIRING, SWITCHES, AND METAL MOLDING NOT BEING REUSED SHALL BE REMOVED AND EITHER STORED OR CARTED AWAY BY THE DEMOLITION CONTRACTOR. COORDINATE W/THE OWNER. INSULATION NOTES: • ELECTRICAL/POWER/TELEPHONE/SWITCHES AND OTHER ITEMS WHICH ARE NOT REUSED BY TENANT IN THE NEW CONSTRUCTION, AND ARE SALVAGEABLE, SHALL BE RETURNED TO THE BUILDING UPON REQUEST ALL ITEMS DATE 5-25-2020 • FIBERGLASS BATT INSULATION WITH KRAFT FACING AS MFTR'D BY OWENS CORNING OR EQUAL. (www.OwensCorning.com)[ASTM C665 TYPE 11, CLASS C/ICC BUILDING CONSTRUCTION TYPE III, IV,V] NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL BE REMOVED FROM THE PREMISES. CONSULT OWNER. •INSULATION AT FIRE RATED WALLS TO BEAR THE UL CLASSIFICATION LABEL. • DEMOLITION CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION INCLUDING SWITCH BOXES, PLATES, BRIDGES OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING EQUIPMENT. •FOR ADDITIONAL INFORMATION SEE THE'IECC'CODE NOTES •CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACES ALL PROJECTING ELECTRICAL WORK, FLOOR ELECTRICAL/TELEPHONE OUTLETS,AND ALL OTHER PROJECTING ITEMS WHICH ARE BEING ABANDONED. DRAWN BY R.T. BRIDGING AT FLOOR JOISTS: • DEMOLITION CONTRACTOR SHALL PROVIDE ALL CARTING OFF SITE. THE CONTRACTOR IS RESPONSIBLE TO APPLY FOR AND OBTAIN THE NECESSARY PERMITS FROM THE GOVERNING AUTHORITIES TO DO SO. •AT FLOOR JOISTS PROVIDE CONTINUOUS SOLID WOOD BRIDGING. BRIDGING TO BE DIMENSIONAL LUMBER AT A MINIMUM OF 1-1/2"x THE FULL DEPTH OF THE F.J. SPANNING @ 8 FEET O.C. MAXIMUM. • UPON COMPLETION OFTHE DEMOLITION WORK ALL AREAS SHALL BE LEFT BROOM/VACUUM CLEAN_ REVIEWED BY Checker •CONTRACTOR SHALL BE RESPONSIBLE TO DEBRIS AND REPLACE, PATCH, REBUILD ANY AREAS THROUGHOUT THE BUILDING WHERE WORK IS NECESSARY RELATED TO THIS PROJECT. •REMOVE ALL FLOOR FINISHES. INCLUDING CARPET, VCT TILE, CERAMIC TILE AND MUD BASE. •OWNER RESERVES ALL SALVAGE RIGHTS IF REQUIRED. DRAWING SHEET: •REMOVE ALL DOORS AND FRAMES WHETHER THE HOST PARTITION IS DEMOLISHED OR NOT. ASBESTOS NOTES: •REMOVE ALL ELECTRICAL WIRING AND FIXTURES. CONTRACTOR TO VERIFY IF THE FEDERAL, STATE AND LOCAL GOVERNING AUTHORITIES IN EFFECT REQUIRE THAT THE CLIENT SPACE BE TESTED FOR ASBESTOS AND IF THE FOLLOWING ARE REQUIRED: • FOR EXTERIOR WINDOWS. SEE EXTERIOR ELEVATIONS FOR NEW WINDOWS AND EXISTING WINDOWS TO REMAIN. A FULL REPORT IS REQUIRED BEFORE STARTING ANY WORK. AF TA •AT EXTERIOR WALLS REMOVE EXTERIOR SIDING. IF THE SIDING CONTAINS ASBESTOS; REMOVE SIDING PER THE RULES AND REGULATIONS OF THE TOWN OF HEMPSTEAD AND THE'EPA', IF AN ASBESTOS INSPECTION IS REQUIRED. 0 •VERIFY IN FIELD BEARING PARTITIONS AND WALLS. CONTRACTOR TO VERIFY ALL WALLS AND PARTITIONS IF BEARING WHETHER LABELED AS BEARING OR NOT. IF PARTITIONS AND WALLS ARE BEARING TEMPORARILY BRACE SHOULD CONTRACTOR OR EMPLOYEES OF THE CONTRACTOR, SUSPECT THAT MATERIAL IN THE AREA OF THE CONTRACTOR'S WORK MAY CONTAIN ASBESTOS,CONTRACTOR AND SUPPORT EXISTING CONSTRUCTION AS REQUIRED. SHALL CEASE WORK IMMEDIATELY, AND NOTIFY THE ARCHITECT OF RECORD AND THE GOVERNING AUTHORITIES. 2 00 • FOR ADDITIONAL INFORMATION AND COORDINATION: SEE ALL DRAWINGS, BUT NOT LIMITED TO THE LEVEL 1 CONSTRUCTION PLAN, FRAMING PLANS,AND BUILDING SECTIONS AND THE DEMOLITION NOTES. THE CONTRACTOR IS TO VERIFY IF A CERTIFIED AGENCY TO TEST THE MATERIAL IN QUESTION TO CONFIRM IT AS ASBESTOS CONTAINING. SHEET No. REVISION No. SHOULD THE TEST PROVE POSITIVE, THE OWNER SHALL RETAIN A CERTIFIED CONTRACTOR TO REMOVE (OR ABATE)THE ASBESTOS, STRUCTURAL NOTES: T® RT® FZELLA 2 CONCRETE AND EXCAVATION: Am C: H 1T ECIT L LC •ALL FOOTINGS TO REST ON UNDISTURBED SOIL WITH THE ALLOWABLE MINIMUM 402.0 SOIL BEARING CAPACITIES PER 2015'IRC' (INTERNATIONAL RESIDENTIAL CODE) BY ROBERT TORTORELLA R.A. SECTION R401.4.1.AND TABLE R401.4.1. AND SHALL HAVE A MINIMUM COVER OF 3'-0" 44 DOCK LANE, WANTAGH, NY 11793 UNLESS NOTED OTHERWISE AND/OR PER LOCAL LAWS. 63 IDA LANE, AQUEBOGUE, NY 11931 • FOR REQUIRED SOIL TESTING SEE 2015 'IRC' (INTERNATIONAL RESIDENTIAL CODE) OFFICE.516-826-81 35 i SECTION R401.4. MOBILE.516-448-5371 I I I •ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I. RobertAndrew.Tortorella@email.com STONE CONCRETE AT 28 DAYS MINIMUM AND SHALL COMPLY WITH 'ACI 318'. I , I • CONCRETE MASONRY UNITS [C.M.U.] SHALL COMPLY WITH 'ASTM C90'. CONSULTANTS: •ALL JOINT REINFORCING, TIES, AND OTHER ACCESSORIES SHALL BE RESISTANT TO I � � I CORROSION. 1 •ALL HEAD AND BED JOINTS SHALL BE 3/8"THICK. BED JOINTS OF THE STARTING COURSE OVER THE CONCRETE FOUNDATION MAY BE BETWEEN 1/4"AND 3/4"THICK. 'ASTM C270' / I • MOOT NGS O BE CENTERED ORTAR SHALL CONFORM OUNDER COLUMNS ABOVE, UNLESS OTHERWISE I MASTER � I � NOTED IN DOCUMENTS, BEDROOM MASTER BATH • DO N01 i3/\",K i=-i1-L AGAINP:Sl FOUNDATION WALLS UNLESS THEY ARE PROPERLY (EXISTING) (EXISTING) I BRACED WITH FLOOR STRUCTURE, TEMPORARY SHORING AND/OR BALANCE FILL. i I ROUGH FRAMING AND STEEL: C• •WHERE EXISTING WALLS ARE REMOVED OR NEW OPENINGS ARE CALLED FOR, BEDROOM 2 E\ - - - - - - - - - - - - - - - - - - - - - - - -� LO PRIOR TO THE REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, I (EXISTING) I � \ I ETC. CONTRACTOR SHALL BRACE EXISTING STRUCTURE AS REQUIRED UNTIL NEW HEADER AS SPECIFIED IS INSTALLED. 1 •ALL STRUCTURAL STEEL TO BE A-36 Fs=22,000 P.S.I. •ALL STEEL REINFORCING SHALL COMPLY WITH 'ASTM A615'AND SHALL HAVE A YIELD F 60,000 PSI ` I •ALL STEEL EFL TCHNGTH OPLATES TO BE THROUGH BOLTED WITH 5/8" DIA. STEEL BOLTS AT \ I 12"O.C. STAGGER BOLTS FROM TOP TO BOTTOM AND 2 BOLTS OVER EACH OTHER AT ENDS. SEE DETAILS FOR ADDITIONAL INFORMATION. Ci I • DESIGN LOADS;FIRST FLOOR.......40 LBS. /SQ. FT. LIVE LOAD, SECOND FLOOR......30 LBS. /SQ. FT. LIVE LOAD, ATTIC FLOOR......20 LBS. /SQ. FT. LIVE LOAD, SLOPED ` ` ROOF......30 LBS. /SQ. FT. LIVE LOAD, FLAT ROOF...... 50 LBS./SQ. FT. LIVE LOAD • DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME &AROUND ALL OPENINGS. ` i28' -0 �, • INSTALL BRIDGING IN ALL FLOORS AND FLAT ROOF JOISTS, CEILING JOISTS & REPLACE DECONSTRUCTION IN-KIND BEAMS. BRIDGING SHALL BE INSTALLED @ 8 FEET O.C. MAXIMUM AND SHALL BE - - - - - - - - - - - - SOLID BLOCKING 2 X DEPTH OF MEMBER. 01 I 1 13'-8 1/4" °, 4' - 1 1/2" y 10'-2 1/2" 01 REPLACE EXISTING STAIRS WITH NEW CONSTRUCTION: ALL HEADERS TO BE 2-2 X 8 UNLESS NOTED OTHERWISE. 44 • PROVIDE HANDRAIL AT EACH SIDE OF STAIRS. - �, • CONTRACTOR TO PROVIDE ANY TEMPORARY SHORING, UNDERPINNING AND/OR • PROVIDE A 4"THICK X 2'-0"X WIDTH OF STRINGERS POURED CONCRETE PAD TEMPORARY STRUCTURAL WORK REQUIRED FOR THE ADEQUATE EXECUTION OF WARNING BATH 2 I \� 1 1�' AT BOTTOM OF STAIRS. THE JOB. It is a violation of law for any person, I • FOR ADDITIONAL INFORMATION SEE 'STAIR, HAND & GUARDRAIL unless acting under direction of a I BEDROOM 3 (EXISTING) I I I , `, I JOISTS ARE TO BE CONNECTED TO ALL FLUSH GIRDERS, BEAMS AND HEADERS CONSTRUCTION REQUIREMENT DETAIL' ON DWG. /A-501. WITH METAL SEATED JOIST HANGERS/CONNECTORS AS MANUFACTURED BY licensed Architect, to alter an item in I (EXISTING) � 1 g�� \ �, SIMPSON STRONG-TIE (WWW.STRONGTIE.COM). TYPICAL AT FLUSH GIRDER TO any way. If an item bearing the seal of GIRDER CONDITIONS ALSO. an Architect is altered, the altering Gil) .❑ ❑ AND GIRDERS TO BEAR ON 3-2X4 WOOD POSTS MINIMUM, UNLESS NOTED and the notation "altered by" followed ` = b his si niture and the date of such I N OTHERWISE. y g I ( � 1 alteration, and a specific description of --..___.-- I DN • LUMBER TO BE:(UNLESS NOTED OTHERWISE).........SOUTHERN PINE#2 OR BETTER, the alteration. I i j o DOUG FIR-LARCH S.S., HEM FIR S.S. �._?_..____I_.___, I \ \ • NO SPF LUMBER MAY BE USED EXCEPT FOR SILL, PLATES AND STUDS. COPYRIGHT 2020 �� ! I \ \ ❑ REPLACE EXISTING FINISH DECKING WITH NEW DECKING: I LVL, PARALLAM,AND ALL FACTORY DESIGNED LUMBER: i I ❑ ° • FINISH DECKING TO BE MANUFACTURED BY'TREX' OR EQUAL. •ALL GLUE LAMINATED VENEER BEAMS AND GIRDERS TO HAVE A(2.OE)VALUE AS TORTORELLA ARCH ITECT-PLLC N MANUFACTURED BY BOISE CASCADE bc.com OR EQUAL. All Rights Reserved, No Part Of These s I �� FOR ADDITIONAL INFORMATION SEE DWG. /A-502 AND A-503. (bc.com) g (EXISTING) j I o •ALL LVL AND PARALLAMS TO HAVE A(2.OE)VALUE AS MANUFACTURED BY BOISE Drawings May Be Reproduced Without CASCADE(bc.com)OR EQUAL. The Expressed Written Consent Of The M •ALL NOTED WOOD COLUMNS; TO BE 6X6 (NOM.) HIGH LOAD CAPACITY BEARING Architect. Infringements Of These . _ I � PARALLAM 'PSL'COLUMNS AS MANUFACTURED BY BOISE CASCADE(bc.com)OR Concepts And Design Ideas Presented EQUAL UNLESS NOTED OTHERWISE. On These Drawings Shall Be Prosecuted T.O. FINISH FLOOR ROOF FRAMING: To The Fullest Extend Permitted By Law. •ALL ROOF RAFTERS TO ALIGN WITH ROOF RAFTERS ON OPPOSTE SIDE OF RIDGE, DATUM EL. 0'-O" VALLEY AND HIP BEAMS/RAFTERS, DO NOT SPACE RAFTERS MORE THAN NOTED. IF No. DESCRIPTION DATE ❑ ❑ ❑ REQUIRED ADD ADDITIONAL RAFTERS. 1 0 •CONNECT ALL RIDGE,VALLEY AND HIP RAFTERS TO EACH OTHER WITH METAL !. I Y CONNECTORS AS MANUFACTURED BY SIMPSON STRONG-TIE - (WWW.STRONGTIE.COM). L _ M L- REPLACE EXISTING GUARDRAIL WITH NEW CONSTRUCTION: 0 MISCELLANEOUS STRUCTURAL NOTES: " I o • FOR ADDITIONAL INFORMATION SEE 'STAIR, HAND &GUARDRAIL U LVL AND PARALLAM GIRDERS AND COLUMNS: on L= CONSTRUCTION REQUIREMENT DETAIL' ON DWG. /A-501. D •ALL LVL AND PARALLAMS TO HAVE A MINIMUM 'E'VALUE OF LIVING ROOM 1 KITCHEN I I c v o z (2.oE). - ° I L -0' 2 3 4' N NOTES REGARDING LVL ENGINEERED LUMBER EXPOSED TO THE (EXISTING) I - 'LLLJ (EXISTING) mWEATHER AND ELEMENTS: 3 N Y •AS MAUFACTURED BY ROSEBURG LUMBER(Roseburg.com) - --- ( - - - - - - - - -- w • LUMBER TO BE SOUTHERN YELLOW PINE TREATED GLUE LAM. ❑ 402.0 a •ALERNATIVE MANUFACTURER: TRUSS JOISTS WEYERHAEUSER . W (Weyerhaeuser.corn) 'PARALLAM PLUS PSL'TREATED LAM. 1 1 ' X S I Q EXPOSED METAL BOX GIRDERS: I :) H w •AS MANUFACTURED BY'TREX' (Trex.com)TREX'WEATHER' METAL FRAMING. I WOOD DECK Nf?-FS II n TA,LS: SEE'WOD DECK CONSTRUCTION' DECK DETAILS AND 'WOOD CLIENT: I -' i • FOR DECK DL 1 ❑ CONSTRUCTION CONNECTOR' DECK DETAILS ON THE DETAIL DRAWING SHEETS. I I • FOR LANDINGS, GUARDRAIL HANDRAIL AND STAIR DETAILS; SEE 'STAIR John & Joan L u zz i I m REQUIREMENT'DETAIL ON THE DETAIL DRAWING SHEETS. X ' z • FOR ADDITIONAL INFORMATION SEE FRAMING PLANS, EXTERIOR ELEVATIONS, AND ° I W F_ BUILDING SECTION. U I w Q •GUARDRAIL REQUIRED IF THE TOP OF THE DECK IS 30 INCHES OR MORE ABOVE � n-' "v GRADE. ❑ ❑ y r N • HANDRAIL REQUIRED IF 4 OR MORE RIDERS. J I TOILET I 1 DIMENSIONAL LUMBER FOR DECK SUPERSTRUCTURE: 1 PROJECT: I LAUNDR I � I , , •TO BE PRESSURE TREATED LUMBER. EXISTING ( i i i • LUMBER FOR DECKING: TO BE COMPOSITE DECKING AS MANUFACTURED BY I I ( DN TIMBERTECH (TimberTech.com) OR EQUAL. L u zz i Residence • UNLESS NOTED OTHERWISE LUMBER FOR RAILING AND FINISHES: TO BE I ( I I - - - - -- I I WESTERN RED CEDAR. TO BE TREATED WITH A PRESERVATIVE AND SEALER OR OF - - - - - - - - - - - - - I i COMPOSITE MATERIAL AS MANUFACTURED BY TIMBERTECH (TimberTech.com)OR I ------- •ALL SIMPSON METAL CONNECTORS TO BE FACTORY GALVANIZED FINISH. DECORATIVE LOAD BEARING COLUMN: REPLACE EXISTING STAIRS WITH NEW CONSTRUCTION: • 10"X 10" PERMALITE PLAIN SQUARE COLUMN WITH RECESSED PANEL AS 305 Leeward Drive -----� • PROVIDE HANDRAIL AT EACH I F MANUFACTURED BY HB&G COLUMNS www. Southold NY 1 1971 C SIDE O STAIRS. ( HBGcolumns.com) , _____________ _ • PROVIDE A 4"THICK X 2'-0"X WIDTH OF STRINGERS POURED CONCRETE PAD • ON 10" DIA, CONCRETE PIER @&-6" MINIMUM BELOW GRADE UNLESS NOTED r ,.,,.. .,• . SE. ._,� AT BOTTOM OF STAIRS. OTHERWISE. - ' r FOR ADDITIONAL INFORMATION SEE'STAIR, HAND &GUARDRAIL • COLUMN MUST BE CERTIFIED FOR LOAD BEARING CAPACITY. DRAWING TITLE: E4 CONSTRUCTION REQUIREMENT DETAIL'ON DWG./A-501. •SECURE THE TOP AND BOTTOM OF THE COLUMN TO THE SUPERSTRUCTURE AS T EADS REQUIRED BY THE 2001 WOOD FRAME CONSTRUCTION MANUAL'AND PER THE LEVEL 'i MFTR'S SPECIFICATIONS. - �;' FOR ADDITIONAL INFORMATION SEE'WOOD CONSTRUCTION CONNECTOR' (Construction Plan) a n ) Way DETAILS ON THE DETAIL DRAWING SHEETS. I •COORDINATE WITH OWNER FOR FINAL SELECTION. I /FAMILY ROOM SUN ROOM - - - - - - - - - - - - - I / (EXISTING) (EXISTING) I FOR 'TYPIC L INFORMATION SEE: N PROVIDE 'WOOD FRAMING CONNECTORS'AT ALL NEW WORK FOR ADDITIONAL _ _ _ _ _ _ _ _ _ _ _ _ _ � 2 CAR GARAGE I I •SEE TYPICAL WOOD DECK CONSTRUCTION DETAIL ON DWG./A-501. I (EXISTING) I - - - - - - - - - - -�- - - - - - - - - - - - - - - - - -I10' - •SEE'STAIR, HAND &GUARDRAIL CONSTRUCTION REQUIREMENT DETAIL' ON DWG. / r> INFORMATION: �� 4' -0" 2 1/2" A-501. j EE 'W F OR' DETAILS ON THE 'WOOD FRAMING .."P ,., .: - • OOD FRAMING CONNECT ETA f -- Kw;.: �:"";.: ,,. . ...-.._ ._,__; I -- N CONNECTOR'DETAIL DRAWING SHEETS. == = "-".q s. '>.�N • - _- --;.; ;;:___ ; -._. ": x-,'', 14'-2 1/2" • FOR ' TREX CONSTRUCTION DETAILS AND REQUIRED WOOD FRAMING CONNECTOR '' -± *..•'" I I • 'WOOD FRAMING CONNECTORS'AS MANUFACTURED BY'SIMPSON STRONG- . `_-:,__._.; DETAILS' ON DWG'S/A-502 AND A-503. _ REPLACE DECK CONSTRUCTION IN-KIND - ITIE' (Strongtiecom) OR EQUAL WITH GALVANIZED FINISH SEAL: PROVIDE THE REQUIRED FIRE BLOCKING FOR ADDITIONAL INFORMATION: REDARC NOTES' ON THE BUILDING SECTION DRAWINGS. COLUMN NOTES FOR DIMENSIONAL WOOD LUMBER& ENGINEERED WOOD PRODUCTS: DIMENSIONAL LUMBER COLUMNS AND POSTS I TO HAVE THE FOLLOWING �.suao_;;k:„. �t:��: ,»,x-„�:d , , �.,,< ,. ,..ter.;,�:;;-",,..�„��.�•��xr%:-<:<�� _ GRADE LUMBER: 42rl A-IN •t- I I I I SPECIES: DOUGLAS-FIR LARCH I GRADE: STRUCTURAL T�> OFN SPECIES: DOUGLAS-FIR LARCH I GRADE: No. 1 MINIMUM ENGINEERED PARALLAM 'PSL' COLUMNS AND POSTS : I TO BE 3-1/2”X 5-1/4" MINIMUM UNLESS NOTED OTHERWISE ON FRAMING PROJECT No. 2020 10 IR L - -- \ - - - - I _ PLANS. OTHER SIZES AVAILABLE 3-1/2”X 3-1/2" 15-1/4"X 5-1/4" 17"X 7" _ I I I \ • TO BE WOLMANIZED PARALLAM 'PSL'AS MANUFACTURED BY BOISE CASCADE (BC.com)OR WEYERHAEUSER (TrusJoist.com) DATE 5-25-2020 L - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - \-- - - - - - - - - - - - - - - - � DRAWN BY R.T. f REVIEWED BY Checker DRAWING SHEET: 1 L_E,__VEL_1_(C_o_n_stu_c_fi_o_ n Pl Of 2v 41 8' 16' A301 .0 1/4 = 1 1_011 SHEET No. REVISION No. 2 .RC1-O �T�cT, ��Lc 402.0 BY ROBERT TORTORELLA R.A. an) 44 DOCK LANE, WANTAGH, NY 11793 .,, 63 IDA LANE, AQUEBOGUE, NY 11931 OFFICE.516-826-8135 MOBILE.516-448-5371 RobertAndrew.Tortorella@email.com ;. CONSULTANTS: CRAWL SPACE ✓ - (EXISTING) FINISHED CELLAR - ✓ (EXISTING) A B C D E AT STAIRS PROVIDE 2X12 PRESSURE TREATED WOOD Q.. STRINGER. ,.�, . 1 • PROVIDE STRINGER AT EACH END AND MIDDLE OF TREADS. - - - - - : 7' 3.. � 3,. 5' 4.. 3' 7.. 3' 7., : \ EXISTING WARNING EXISTING G It is a violation of law fora person, �\ , >';;�: .. �✓",.�� � � \\ ting under unless ac direction of a , licensed Architect, to alter an item in K X 2' 0"X WIDTH OF STRINGERS POURED I PROVIDE A 4"THTC \ any way. If bearing the seal of PIER (` \ \ CONCRETE PAD AT BOTTOM OF STRINGERS. an item ,r. \ \ \ \ an Architect is altered, the altering _ Architect shall affix to his item the seal and the notation "altered b " followed .� 2X IM JO T No 1 • ,.. by his signiture and the date of such IE �'Q ��Zj \ alteration, a description of \ �. \\ \ n, nd a specific d criptio No.R �4— \ \ \– – – the alteration. 'Q COPYRIGHT 2020 No. 2 \ \ \ m TORTORELLA ARCHITECT-PLLC FINISH DECKING TO BE MAUFACTURED BY'TREX' OR EQUAL. All Rights Reserved, No Part Of These PIER / I • FOR ADDITIONAL INFORMATION SEE DWG. /A-502 AND A-503, Drawings May Be Reproduced Without No. 1 I O The Expressed Written Consent Of The REP ACE EXISTING D.J. Architect. Infringements Of These WITH NEW I Concepts And Design Ideas Presented z 2X8 J @ 12"O.C. I On These Drawings Shall Be Prosecuted L! co – I X I To The Fullest Extend Permitted By Law. � PIER / co w No.2 L – – – 2X8 RIM OIS No. DESCRIPTION DATE PIEK" PIER PIER ifl PIER N . 1 No. 1 No. 1 No. 1 — — — — - 5 2 --,., ,DP—ieT,-Rost--& -Gir-d-e-r View) Z I _ I N z REPLACE EXISTING D.J. F- WITH NEW 2X8 D.J. @ 12" O.C. A302.0 Z v I R PLACE EXISTING D.J. N I X P R PIER PIER v� w WI H NEW o = z W °- P!E R 2 8�J� @ 12" O.C. o. 1 No. 1 No_1 I O _ o or IL No. o o 6 0 _ (D 3 z ,_– - z _z z W -- - w O w w w I N F- 402.0 — w , p �, I R _X PIER _W PIER I w r` C9 No 1 No. 1 No. 1 I — — — I — -- Tr 10 _ �_09 PIER I CLIENT: No. 1 STRUCTURAL: SCHEDULE & NOTES 11 - - IER I – – 2X8 RIM JOIST - - John & Joan Luzzi Z 0.2 COLUMN NOTES FOR DIMENSIONAL WOOD LUMBER& ENGINEERED WOOD GIRDER SCHEDULE: EPLACE EXISTING D.J. I L I PRODUCTS: co O U) DIMENSIONAL LUMBER COLUMNS AND POSTS I TO HAVE THE FOLLOWING GIRDER No. '1' w WI H NEW -, GRADE LUMBER: • [3]2X8 PRESSURE TREATED WOOD GIRDER. 8 D.J @ 12" O.C. • SPECIES: DOUGLAS-FIR LARCH I GRADE: STRUCTURAL. GIRDER No. '2' TO •SECURE 1 2X8 PRESSURE TREATED WOOD TO EXISTING 2 2X8 GIRDER. ~ PIER I x �'T I PROJECT: . 1 MINIMUM. [ ] • SPECIES: DOUGLAS FIR LARCH I GRADE: No [ 1 ENGINEERED PARALLAM 'PSL' COLUMNS AND POSTS : • EXISTING [2]2X8 GIRDER TO BE PRESSURE TREATED WOOD, IF NOT REPLACE WITH 12 No. 1 •TO BE 3-'1/2"X 5-1/4" MINIMUM UNLESS NOTED OTHERWISE ON FRAMING PLANS. PRESSURE TREATED WOOD. — — — — I L uzz i Residence OTHER SIZES AVAILABLE 3-112" X 3-1/2" 15-1/4"X 5-1/4" 17"X 7" GIRDER No. '3' - z PI R I I •TO BE WOLMANIZED PARALLAM 'PSL'AS MANUFACTURED BY BOISE CASCADE • REPLACE EXISTING WOOD GIRDER WITH [212X8 PRESSURE TREATED WOOD (BC.com) OR WEYERHAEUSER (TrusJoist.com) GIRDER. 13 N X FOR MULTIPLE POST: GIRDER No. '4' w — — — J _I I • SECURE POSTS TOGETHER WITH 'TRUSSLOK' SCREWS • EXISTING [2]2X8 GIRDER TO BE PRESSURE TREATED WOOD, IF NOT REPLACE WITH [2] 2X8 (www,fastenmaster.com/products) OR EQUAL. PRESSURE TREATED WOOD. RIM JOIST • INSTALL SCREWS AT 1'-0"O.C. VERTICALLY. STAGGER SCREWS ON OPPOSITE -AT--STAIRS— — I 305 Leeward Drive ' : PROVIDE A 4"THICK X 2'-O"X WIDTH OF STRINGERS POURED SIDE OF POSTS. FOR FINISH AT EXPOSED WOOD POSTS: – – – – – – – � CONCRETE PAD AT BOTTOM OF STRINGERS. Southold, NY 11971 • SEE'EXPOSED WOOD COLUMN POST FINISH' DETAIL ON THE'TYPICAL DETAIL' CONCRETE PIER SCHEDULE: I _ _ _ _ _ _ — — J t AT STAIRS PROVIDE 2X12 PRESSURE TREATED WOOD DRAWING SHEETS. CONCRETE PIER No. T DRAWING TITLE: HEADER AND GIRDER NOTES FOR DIMENSIONAL WOOD LUMBER& ENGINEERED . EXISTING 1'-0" DIA. POURED CONCRETE PIER. 7' -3" -3" T 12' -6' -� op STRINGER, WOOD PRODUCTS: EXISTIN 1 -0" • PROVIDE STRINGER AT EACH END AND 45 DEGREE ANGLE. CELLAR LEVEL DIMENSIONAL LUMBER HEADERS AND GIRDERS I TO HAVE THE FOLLOWING • PIER E BE A MINIMUM OF 3'-0' BELOW GRADE. EXISTING QQ GRADE LUMBER: •SEE CERTIFICATE OF OCCUPANCY AND APPROVED PLANS DATED (2-2-2017) Construction & 1St • SPECIES: DOUGLAS-FIR LARCH I GRADE: STRUCTURAL. CONCRETE PIER No. '2' A B E • SPECIES: DOUGLAS-FIR LARCH GRADE: No. 1 MINIMUM. • 10" DIA. POURED CONCRETE PIER AT 3'-6" MIN. BELOW GRADE. • PROVIDE 6X6 PRESSURE TREATED POST FROM TOP OF PIER TO UNDERSIDE OF Level Framing ENGINEERED LVL AND PARALLAMS I TO HAVE THE FOLLOWING GRADE LUMBER: CRAWL SPACE •ALL LVL AND PARALLAMS TO HAVE A(2.OE) MINIMUM VALUE. WOOD GIRDER. PROVIDE REQUIRED BASE AND CAP ANCHORS SECURED TO PIER Plan) NOTES REGARDING ENGINEERED LUMBER EXPOSED TO THE WEATHER AND AND GIRDER. (EXISTING) ELEMENTS: •AS MANUFACTURED BY ROSEBURG LUMBER(Roseburg.com) • LUMBERTO BE SOUTHERN YELLOW PINE TREATED GLUE LAM. FOR ADDITIONAL INFORMATION SEE: • MANUFACTURER'S LUMBER TO BEAR LABEL'FOR EXTERIOR EXPOSURE USE' LEDGER SCHEDULE: •'TYPICAL WOOD DECK CONSTRUCTION DETAIL' ON DWG. /A-501. SEAL: NOTES REGARDING DIMENSIONAL LUMBER EXPOSED TO THE WEATHER AND -'STAIR, HAND & GUARDRAIL CONSTRUCTION REQUIREMENT DETAIL' ON DWG. / LEDGER No. '1' �.oaRe ELEMENTS: A-501. • CONTINUOUS 2X8 LEDGER SECURED TO EXISTING RIM BOARD AT MAIN DWELLING • LUMBER TO BE PRESSURE TREATED PRESERVATIVE TREATED SOUTHERN • FOR TREX' CONSTRUCTION DETAILS AND REQUIRED WOOD FRAMING CONNECTOR • FOR ADDITIONAL INFORMATION SEE'TYPICAL WOOD DECK CONSTRUCTION DETAIL' f'fi O� PINE OR INCISED PRESSURE PRESERVATIVE TREATED HEM-PURR No. 2 MIN. DETAILS' ON DWG'S/A-502 AND A-503. GRADE. ON DWG. /A-501. REMOVE THE FOLLOWING CONSTRUCTION: NOTES REGARDING CONNECTORS FOR ALL LUMBER EXPOSED TO THE • EXISTING FINISH WOOD DECKING. WEATHER: • EXISTING DECK JOISTS. SCREWS BOLTS WASHERS NUTS AND ALL CONNECTORS FOR EXTERIOR • EXISTING GIRDERS AS NOTED ON CELLAR PLAN ON THIS DRAWING SHEET. CONSTRUCTION: OF •TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. PROJECT No. 2020 10 FOR STRUCTURAL LOAD PATHS: - - � . . • ' — • REFER TO THE STRUCTURAL COLUMN GRID ON ALL PLANS IN ORDER TO ALIGN COLUMNS VERTICALLY FROM ONE LEVEL TO THE NEXT. DATE 5-25-2020 FOR ADDITIONAL INFORMATION: •SEE'STAIR REQUIREMENTS' DETAIL ON THE'TYPICAL DETAIL' DRAWING ,. �/ DRAWN BY R.T. SHEETS. • SEE'LVL AND FLITCH PLATE HEADER I GIRDER' DETAILS ON THE'TYPICAL REVIEWED BY DETAIL' DRAWING SHEETS. Checker •SEE 'TYPICAL DECK CONSTRUCTION' DETAIL ON THE'TYPICAL DETAIL' DRAWING SHEETS. DRAWING SHEET: •SEE'WO1OD FRAMING CONNECTORS' ON THE'TYPICAL DETAIL' (WOOD FRAMING CONNECTORS) DRAWING SHEETS. • ID APPLICABLE SEE'ENGINEERED WOOD' DETAILS ON THE 'TYPICAL DETAIL' �- LEVEL ^ �� ^O � �� -I —� Ar (ENGINEERED WOOD CONSTRUCTION) DRAWING SHEETS. (�.I' ((v` _ct• SEE 'TREXCONSTRUCTION DETAILS' ON THE'TYPICAL DETAIL' (TREX CONSTRUCTION) DRAWING SHEETS. if — 1_ 11 01 2v 4f 81 16' A302.0 1 �4 – 1 0 SHEET No. REVISION No. TO RTOFRELUAL ARCHITECT, PUL_C BY ROBERT TORTORELLA R.A. 44 DOCK LANE, WANTAGH, NY 11793 3 63 IDA LANE, AQUEBOGUE, NY 11931 __,_�T_ __T _ z OFFICE.516-826-8135 8-5371 T RobertA d e w Tor ore�a@G mail.com . CONSULTANTS: r- -r _f ;x _i`i_1 J i.1_l._l.l_1f1L1ll 1.1 JU1�_11_ 111 >, ...Li 11U11;1.11."l._ L�l_.11._L �__-IJ111�1 (i1 `_1J_ll_i: -.i,-;.;1 " , L ,__11.11 ��...11.11.{'.._ U.,.I 111!.. u! LLL, III _lull �.L _,I : , 1 { 1 "1yv.:! [, ;tii l_-11� t'11...-LLi1!.11 1{il- ' l.-L-1V-J�-L_ I5✓d.- - - , ,- -1111 T.O.-PLATE 1 t I' - , t .� J I� ! ll l k �_ _ .LL_..b.l {_ �.#~. >1 a .�.11�� w1:,. 1��1` llL.1L:_1 _11_la_ i.r_}�.l- t ` :# ii S! �, `; ?, E' :; !�! ,_.Ez ti,i_. I Il t'''tk�#€' ;(,!: 1 #! t: I € �I 1_ 11.__11_ _ J_ ..1111 i1i i 1._l ! f -1 Ti -L. _ ,,.,;__,.d_f,!s,;. xa._." E�....,.. ,.a. _ -*..,;»._,t..,...-._. ,.. ;;"_;�_-=:','_`-L.'--i_..,._ ,tl.,�.-t,.,. s..i,,.„.;x.-.1! -J."-.., .!,l."�_l E-.r:J„»1,.Ji...-.+, <-1_ it :1. I.1._.�;._1" 7 t t I I I i 3 1 :k F; .i l !E S, ? i f f !, f -,.0_5..,.,' ' _I�-L!_".:1.�-L�-t� (�I.:t... �1..1,.---l. 1L LUL- :: ITL I LII I_J_d�uL �1,_1_i L::_ _l _L u, i 11 1_ �;_ _.tL.IJ 1 fiI-L.I !,l „ I, ! L. j1_ ! l l l �! 11.11 1L111 !! !11U11-1,111-111 i !1!I--1__L (�11 l)Jl- !1-!1_li-!.11.1..1_IL! (_1W Ll_ 111111+ i 1. .J !-' '' ? i� i i.(!. l l.(_!__ J i.l.l._!i_ 1- l ( ..; 11__ 1� 11 i � I , I 9` , Lil 1, I - f- 11.1.:_..__11.1._l_J 1,11__1111--11--1..... , l 1_ ..__1111. ,I.111_J..Kr._ �_. 11-11.1__t..._, � ;1��1_l_;J_._111�_ ll_l.._I�1.1_fl.._f1.11..11.__ �_I.11.__a.1_t. _..� .1..11,<�.�[,��J,. ,, �a __.,1..-I.1._I-.-alJ1�_�.1,.,_I._(_I- 11---,J1l-Ll 1;_>_,J1.-( i` !; is I I ! ! ! ! s L ! 1! it !; !I ! I I j1 " ,U_- " - i_ .._� !>,:1__u(1_Jl_�LU._�t_..:t;l_L;_i 1_L_!�,11.11.1_J._>_L1,�1111�11 �_111.111L11_�1,1_L�_l,_11,1L_(a_.1_ll_I_� _-�-,1,1.1_ _,.L�:(�!a�l 11a:�1J�_!_:JL,1!�-1 I i1I.I'1.1L�_LE 111L -1-1.1 �i U! It !a_(i_]J_L1_ ;11_ 1�1_ll__li.l_1.J1__(ili.l iJ_'-i- _1.11 U--11iL1 11.11._11_11..11-11_11 x'_1.1 _1J"_l _1.;1.1_ ' 1J.-(_1_' J1JI _t! E '.1 ;' ' 1. _11-U11-11-1! I.: I ! ;' I ! _l=1L _ 1L ul 1� l..J11 11 �_i l 1. ` �` ' "._ y ! "Itjl, .. � .1;f hl�.}1„x._:1,;11. 1-L_L1 _l) 1111_. _l1_i._l-1- �_11.1 IIJJ_. I J!J { ;° ,J '! '' 'i_ 1 X11 JJ_'!11J1J�1 (_ll. _u_iI_�-_11_u_.11-J-11-1` �! a_ I_11_1;;;, . .: �. ;,�: 111_1! 1. 1_L 1111 : J 1 " LLL_s J_L1U- ; !._ . M. , 1..�,.�.1 ,E 1r.:.<l ,_.I l..a,1_L11.iL.1..1_1. !.11; I.1_L.-,.l.i_I.�_l1!,_I_LL i_l. I I: I t I i i' I U1 !I 1 I L1 ! I ! !: (_ € 1 ;=t 1 I 1.1 I ! ! ! : 1 ___1.11 ;.1 '1 1.1_. __1_ I L ! _;-� 1�:_ l . _ ,1...�1,.� l_.:.-��_ .1.1..'_11. 1_. _l>__;.1 { _{-'.i ' 1 L -.,-., -� -�---- L � _�:_�_� -- ! .Li_�i_1 _11_[... .1__1.1. ,_11_, � I! I' 11 !i 1 1' ! 1 .1 1 1` _1 11.1 _1U1' .111.1 J.i_.L!_ 1i 1.1_,, _1.>i1_ 11.11 L� � 1 1�.L1 (.J_LLI_ I._w._s L 1 1 -1U -11-, a1 _u 1 ,1 11- �1E Jl ��--�� ` 1- �L1.iL I.1L�.�;_1,_�i__.1_,� a,_-1L1J-�--�, LEVEL 1 u� u1J111 I� �(i ilii ! I� ; uI !! 1) 11 I I :! 1_ .111.1.! L�!_ . 111.1.,-_11.11_,1�I .d.1 J� ,11_:.11..}...,J_11_i1�J_J_J11u1_�.1i _�ll.... 1J_ _111: ` 11_t� `._ 1 _I € ._11aL,I._111J1_11_I.l_._l1� L 1 11 11 11 _11_ 1L.J 111 11__Uu 01-01, I l J 1 1 ! I._ 1_.. _. __1; --- l.'_.11.1.1 1. l i_1 1 l..t .-11_.. L-11-1-l- __11_11.-- --1WJ___l...l._>1_.1.1� ��_.._J _,._lJ�,._.(.-1{_11__,11!. . 1 LIJ l 1 _:.,,,__...-- . ; - - -- „ {1 11._ 1 1.. s._::_,. 11.11 {1_i 11.11 __1t_1.!_ �J-1.1..._�1�i1( (�_1ilL. .1.1L.a,__i _11_, _ 1..ii IIS1 ! ! !i I� -!l_ I 11 i' L L- �h �; _ - - - T_O. DE - LLi1_ _- -,L-I Ll-1 1 .. -1. 1111- 1s_.a �1 -1,, 11.1_ { !J_L1JU11_ 1,,�h 1 _! 1 C.__1L _il___.l_11 11-1(1 l - + ' II ' 11ll'_1J__,.I_11_WlJ1 JJ !!_J1_ ,aL_JL11-L!--i1`: --�L, ::_., I :E _ !! IMI !I !II! 1111_' 11.1 1.J.1.1_.I.__LLU1 _.111.1 ;' 11.1..11 I1 .! �1 .11 ' �! � ! ! 11..(1.11 ..111.1_ _1111 1!1 !I ! �! 11 i! jl €! 0 23/4" _ _ Il. 6 f€ lii I I. 11.1_ 1_ _11.1.1_ _L1 ! I` X1.11 (i ' 11 I �T_O. FNDTN. WALL �/ -7- AL� _ T.O. GRADE -2' -9 3/4" I I I 1 WARNING It is a violation of law for any person, 1 unless acting under direction of a - - - - - - - - - - - - - - - - - - - - - - - - - licensed Architect, to alter an item in _LEVEL I- CELLAR_ any way. If an item bearing the seal of - - - - - - --- - - -T-8" an Architect is altered, the altering I- -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ - - - � Architect shall affix to his item the seal and the notation "altered by" followed by his signiture and the date of such alteration, and a specific description of the alteration. COPYRIGHT 2020 TORTORELLA ARCH ITECT-PLLC All Rights Reserved, No Part Of These Drawings May Be Reproduced Without The Expressed Written Consent Of The Architect. Infringements Of These Concepts And Design Ideas Presented On These Drawings Shall Be Prosecuted To The Fullest Extend Permitted By Law. No, DESCRIPTION DATE 1_ ELEVATION 1 (Rear_ View I I of 2' 4' s' 16' A401 .0 1/4" = 1 '-0" 2 402.0 CLIENT: John & Joan Luzzi r LJI ;t,J: ? L1 Ili.. -;k { 1 'r .1:_,.:i.t r�,i�l 11~_.'.�.1.:�_,1.�.;'.,�.1,'111'..• i 1 .11 !-' I' 11_�li_l1i�lJi ?J ( 1_ - a.1:!.Js REPLACE EXISTING STAIRS WITH NEW CONSTRUCTION: PROJECT: .1 i1�11J.1_J L11�u1-i1 U-1111-1111-1Lt�IL1i E_i `# II 1`i; !1 a:l�_ .. • PROVIDE HANDRAIL AT EACH SIDE OF STAIRS. J,UL ,f • PROVIDE A 4"THICK X 2'-0"X WIDTH OF STRINGERS POURED CONCRETE PAD AT BOTTOM OF L u zz i Residence _ ,< { 1L111uUL1 11-JLI '!i1;__ILll� 1-111 1:1i�11: IIz11111-_�_111! !I . .i1 ! -!ii1 G ,.. .. Ju u!J U JI i-( �U-L J1u�1111 Lt L li u L � i1_II.11,;. ,',L _;1 ._ STAIRS. T.O. LATE 1 ''f' € • FOR ADDITIONAL INFORMATION SEE'STAIR, HAND &GUARDRAIL CONSTRUCTION REQUIREMENT �_-' - _ 1.1 !.!_;1-:1_L1.1.._11.1�11.1111-_l1__111_E11- 1 -J_1..<1_ll_llll__LL11JJ �lI-!--it 11.1 J..11�:'.J..I 1_iL11.1L_(_I I_!.1_1.!._1.1_1; . !Ji,-1.1;1 1,._i;..;,,.:�;...,. € ! ;! !! €, - DETAIL'ON DWG. /A-501. 8 0 1/2 _,. � 11� �lL _l_Llti_ !--.1.1.111'_..11.-1.11_..11 E1 � 111__11.:1 ,� 'I '` '; `# ' , ' " , _,._;,.. 1 I ' ,.,!_-- _ -- _i _ -- _ -- -1 ,._11""13._'1.1111_.1.1_1_.1.1.., 11 1 ,1_111_'.iz � _1l (. 11 1I,111� 11_:_1L.0 I��� � �Il a �;. :,LG,11._ 1 'I ` ' _IJ_1L1_1i (11! 11_11_ Ii I I1 Lu!_'!1i J,(JJJ i L i I_!1 LL( 1 I I 'u�l! L_-ill}: ._(1_�a_.1�__I_J_:_...,_-;-1.1.I_I1_1.L1.1_1__}.>_,1.�,.J1J_J�z_.I.L -- -- - .;J �11 � ..�.µ=__N _Lid si J {i 1"! ;{ REPLACE EXISTING GUARDRAIL WITH NEW CONSTRUCTION: 1 ! € €' !! I ': I I ' ! V i €E 1 1 ! : ;i 1-11(1. :.lr.},,_... .. .. }F.t. U.i • 1 r IJ 1111 1 _1111_1L1a 1�_lr�l1_l L ,_Ia 1111 11.1111 ¢-LL _1;�LL1.,1_,..�i_I1,1._:..J�._1. L,U_G ._li. 1t 1111_ ( LL _ 11i % t_1'J1_ _J Lt iL� LJ-i FOR ADDITIONAL INFORMATION SEE STAIR, HAND &GUARDRAIL CONSTRUCTION REQUIREMENT ! !I !! ! ; i!1 ,; € �! 1 , , i;i(J ' ! ,! , ! ,1305 Leeward Drive ' 11.1.(_� -�-�- I_I 1__(1__1_._11. 1_;.__ i '` (1.1!_11.1. .,.1 ! -1�, ;! �_�11.�i�-'J- __.�._._.,J__1L 1,_�_�__�_J_>�._11_11. _{I_, _. � _ _:.___ � 1.11..11. LJl__(_LI-l.__i,.1L1�i_:�.._-1.11`:.1__11-1_' �_1L_1111._11 DETAIL ON DWG. /A-501. : 1111"_11.111111!111; _11.1. 1.11.1_1.._i._11.11�1�i_.11._.1.1_1111_i.1.1.1-(_11..1!_1.1._Il_1111_JL_i_l!_1.11_i_L(_.u__11.11.11__.li_lJ_I!._(1_i-1.11_!1-1- - :__1.1.11.1__1111.11 _l:l-1._(1._11(1.11.1.1. 1.1.1.1:._11.1.1. 1 ! ! ! ! , 1 Southold, NY 1 1971 11u3._..LI �1 il_ll_11 _ 1111_.;1_ 1(11 11!111 11.11.11_11 1;_L1JJ�__L 1_l ._111i L 1_J_1_J_11_�__1J._1�1 , 11 11.11 !U_1 LI LI 1 .J1.i111!1 111.11 J.1_i 1 11.1.:1.11 1_-1111 1. 11111, 111 11_.11 .! .-J. -11..1. 1 J1J _ _- 11.1.11.11!. L11_i_; I �_ !_1.1;1 ' 11.111_ li 1: I II I I l(- .1(_.11.1 > __l_l1_i,.__ll1. Il_l{. 111..1:_ : 1.11.1: 1__l_1S_!__11 .14_,!_11_:1. -�1- .1___11.1-:._11.11.1_„a_1 L. 1._1.1 _ !_ll-_ll_1-:_ _...L-11.. 1_.1_!-L_ ;_ll__11_ _,_ 11-..1.11.11__111!1i.JLT I _1 L-1 � ' ! € ' � 11 � ' � 1 i1_11.11_LLi!__l11.1!LI ;! �;! !1.1111.'1 .;!-1;11.11.JL1L1il�'' 11u,.11__Is_.Ll_1!_.';1.1J_11.11.'1.11_J_1�1.1_..1J_1___I!_.1.1a._1'11i.1-:_11.11.1_ J1,11.1!J_L11JJ_111�11�11_LL_11 ll111__11__1.1 DRAWING TITLE: I I' - 1 L-i ;; : 1. 1111 1 11_!.1 i' U_L1 _11_(_1!.1:1.1 :._11.1.1..!..11.11-!!_.11.1.1 ...LLU.II 11.1.1 ,11.1-1._11._li.0 ..11.11..1!_..JL.Ii_li_ 11_. .!.11_!1..1.11 €_1J1.1_(L111 _1'!1.11_. 11.1._;. 1111. 11 Lill-11.1.1. ill..11 ._1.-.. 1 ,L.- ll_. i.,-�_. ! €_l!E :: L J 1. ( ; 1 1 J I 1 1 I I 1 1! _. !, ! „ l_i _,11 (111_!1.1_ ._ 11.1. 1.11s_1 _11 i_._! �.__i __11 1._. _1, ,,_1(_1. 1.:__-.I , �_I1. I,_,1(_I..1!._._....... .{.� 11.11-€_ .1.1_.(1.__1.1;..11_.,....il l_i..;__1.1.11,, ._(A_1.1..,_1._l.l.l_...11 . -. .1 L_L_ ., ! ,; ! ! ;! ! IIS 1'� ! ! 111€ 1!1L.1EXTERIOR 1 Jlli1UJ L 11J1A._1 l_L 1 .. 111 11_Alli 11.__111 ll�a.!:.1 :,_1_1111_.,_..L�1.1_LL!_1s. 1.11.11_. ,1.! ,11 ' w.1.11_L .L_1!_I,_..iL1111_J ! ', �! '� j ( 1 ! ! ' ! !! !! 1 ! ! 1.1 11I-1-1 _i 11-1111 !.1!,_ I L1. LL11 L1�1 L1>1 �,11J11L.1 11,;.1 J1:_a_1_1..,1 1,_l.._1,u1 1,_t_L1LJ1 L.: .}1__x_ELILIJ 1,_1-. Lli 1_,_..,_.1.1_..__r L1:1.1_.11..t _1 l 111 1 1 L !.. __.Ll, , LEVEL1 , ! ! II 11 1! ! ;i !€ !€ I 11 ; ! !! !1 !. I! 11.. I ! ! iii€ 1. ,!. 1! ,1 '!1 , , 1 ELEVATIONS 1_.--.1_-11U__11__.L_-- _1.'._11.1 _1.._.1__1__111._I_.J.1_1..J1L1_l_. _11.111 r_11_i_.I_4L-1111--1,_._i-X11. ---1_. ..1.._l._J.;_L_....,.L-11J.1..i__,1.J__.L1__-11 1E_111.1_J_:_..:_.1.._.1-.11._11_1.. ...,-- --Ji--! -.1__;:..111.1 1111.1_11_ .1_l_11JL11 _1J. _ _ Lt, L 11 1 1. 11__1__L i1-JL1_ 1 T.O. DECK_ !! ' �( ' ! J ' !1_111 !11111 1.11.? ! ! !i�1 1111. Ll1 L.11J TIJ! JI_llll_,' JLi ' Li !1._;_1.1' yL1.1._1!_11i'1.11__i111 11 ! IJ r !11.1 _'.11_.11 1L111j_il 1!_(1 11. ' 1J ! !.i I�1 01 -01, 1(�-11L1i1�1� 1 ! ;' J.l 1 1 11 .. ILII '� ,! ! „ € 1# ,1 11 (, 1!, '1 ! i 111 LIC II J u_1 E1 I . 1,1-ll ICI f 1 !Yli 1. !.1 IE ( - !! !. I ! _ I, ! I L L; -i_1 I U111. 1 ..1 , !l..t 11.;.1.1, _1.1.1.; 11.11 : 11..11 ..11.11.. 1 l: I,.l, 1: ,! is i; !1-; 11.!' (I i ...1_!_.11. 11-! 11_ II 1! l_ I 1.! . T.O. FNDTN. WALL I _, ._. 11 L.111 111 1 11 l . 11 111_ 1 1 J L , _1 1_ 1_. -I J 1 J_ 11 `.111 n T.O. GRADE I I I 1 I ( FOR DECK FRAMING: I ( I I I I • SEE'CELLAR PLAN'ON DWG. /A-302. I I I I I I I I SEAL: L Q DA- J L J L J L J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEVEL CELLAR -T -8" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - -- - - - - - - � REPLACE EXISTING WOOD FRAME DECK IN-KIND PROJECT No. 202010 DATE 5-25-2020 DRAWN BY R.T. REVIEWED BY Checker DRAWING SHEET: 2 ELEVATIONS Vii_ h tSS�de\/_ice 0 2 4 s 16 A401 .0 1/411f = 1 '-0" g SHEET No. REVISION No. TC) RT® RELLA ARCH ITECT, PLLC 2 402.0 L,s==j' BY ROBERT TORTORELLA R.A. 44 DOCK LANE, WANTAGH, NY 11793 63 IDA LANE, AQUEBOGUE, NY 11931 OFFICE.516-826-8135 -_"-•-- - MOBILE.516-448-5371 RobertAndrew.Tortorella@Gmail.com ',L1„1�!_,.!.1.'1._}AI_l` '' +:.1,_iJ_': iJ..I. .; . CONSULTANTS: i1.UJ'11�1" .} ._ x.,i�Li�`r. 1.11.11_-1L11.11� LI'_ 1�.; REPLACE EXISTING STAIRS WITH NEW CONSTRUCTION: _�.;i ;aJ zl__1 1i 1L1..11_iIl_JI._11J1_11.1] ,11J_1t---11_ AT EACH SIDE OF STAIRS. ' 11.1 J I.,__�..Jl__I.E_l.l_11__I1JJ__LL 1L1.11J1�1_LLL..1I1111___l.l�L __ll_Ll�l__LiJLlil�11_Llli it�Ll ( _:�!,l_ ( .! i. l i. _ -ATE 1 T.O. PL • PROVIDE HANDRAIL8' 0 1/2" • PROVIDE A 4"THICK X 2'-0"X WIDTH OF STRINGERS POURED CONCRETE PAD AT BOTTOM OF t lL';`' .,.�LaILUJ111_liA.LLLIE JiMLLLLIL[LUJILI.1 I LlL_!111.11J111JJJI!I 1 11.1!1 i_Jl_1L.';1l-eL -11- i{"':l_ ,1 ?. .rl ;' . __... J.1:� -._L 11..1_L_11_-1_L1_tJJ--11.1�_�1J>l_-�L_L11.11� -111 L1 IJ .l__I_l_.i i 1 i L.Ll�l_111i1L. - lil. _>I.11._1J.!..1! Ili STAIRS. _ _. -- -- N REQUIREMENT _;.....� ,�_.��.1.,.�,'1�.3'�: __L�,.,I'._l}.,u. .i}..<..� 3�._��,�_J`.:...il.lt_ J;J 1 I IL CONSTRUCTION ,; ,;; ; fj 1i ;i ;r ;; ; i ' :} c. ;; II ! I I I J.LL1J11.1 11_1111-I `1i!!�11;.1�J.1._l.Ll • FOR ADDITIONAL INFORMATION SEE'STAIR, HAND &GUARDRA C # .r.,�_._ .,�: H.1�� :�.r,.,.,�.1.�_�.E1. -;.x._!�_1..�L�L _1111,L1L:Ll_11_J:_JL.UI_l.,__.Ull , „ i, ; I� 1 1. i_I111._illl..i'!1. 1 'LJ:J, JL-ii1 !1,11.11 :1.1;.#1.11-_:11.1.1.11_ ! LI_J.1_a._I.111J1JJ 11 ' D ETAIL ON DWG. /A-501. __ �_:.1_.,_..._:.,x_._11. 1_-_1_'„�._�1: _ _.;�� t __1 _I_a_� L_1,___; t_.iiJ.t �_:l_11,. .. J.��_ 1�_.._s:--1L_1_l_l-1: J 1l-_ JJ1U_ �! ;! I', 1-t1J.Lt,.��_LL_t}_�_i_��-11--1.-1.-1-: ;-.1_�LaJ__1_Lll: ---1_Ll-(! I L111! ! Il i _11.L I !1 iJaJ1 1J. '111,1-1!_11_l.1]LJL11UL L 111.li1 IL.LJIJ_:!I!1 .1_;Il_1L1.LL i �11I .t1ULi_tJ1_ 1_lU-1I LL1iJ;4JU.U�IL11 y_� 1_�I__1L"il_li_1 t1L1L1L11 ,I I i ! �LI__!111�L11JL.1hLi1J-1_I_LLI_ Ill(--I! - ,ILI_1.LJ I1-a..11.11_,1._J.LI..LiIJ-I _. .>1.1L_ 1J_'111:11._1L_{;1' t�,1;,�_l J-��_� ,.:1�_J.L:(1.1,:,�J�t�1Lli1_tJl__.�l_1-_LU_Ll_,.-11_-r_Lll��..�_.1L11 li_.. 1 WITH NEW CONSTRUCTION. i l ; I r 'I III IJ 'L I L_ !) ! 111_; lJ.1!.1.1.1.1_.1.11_(1 11..L(!1.11..1.1.-1! [1 LL ..__111.111_.1.1.1 U._11.Ja 11_11_l..ji_111J_1111_..1.111. REPLACE EXISTING GUARDRAIL WI L.?� li_ _«.;L�.,1_.,_LL_I,II _:" 1;�_; .�_.;i_.11 f 11_.1_.:-1;.11 1_L1L_l!__1.1_ ,..11_}_. 1,., 1_,,,_.; 1.1.11.1-- I_,ll.._ L1_D_..il �E . I !,rl ! • FOR ADDITIONAL INFORMATION SEE'STAIR, HAND &GUARDRAIL CONSTRUCTION REQUIREMENT !! Ll1t '1' Lal i�I_1�IJLLL L1111_ L(1I1 L1 _ 1 ll �1�1 1 ,�i L_11;.tII.-t!:_ll I. J1J : �: L.1.__1.EI ._ll.J.i1.�1 .111�1.-�1 !J__111I11_11_! __1L11LL_1 L-ILlij1-ll_ ha"JY, f11 LL_i11,i;-il..l.Li_Jl;_ 111.1!.1.�_11_i._l�_l.i...;._lI_.l,l_1LJ.:;11_�1.1 !_1L1.1,11J!11JL�1J.Li_ Ll DETAIL ON DWG./A-501. L_,i" lam 11 1 ! !! 1 ' J ! _11_ 1-1_.11 i'_�_1_L (._lf a'_11_l l 1i_11.(_i.l1 .11_U_il__J1__Ll_11--1ll11.. 1_l_11._t!1.L;1 11._1;._,. ll_ll_,11_:,_LI_.J [_1.11.1. '1 ;!_1_i:_a 1;..11_l_l_I1..11�i_l: 11_[_L_L_11J!_l1_[_ L.-L_,, _1J._._11�-J_l_1._l__. _11__1_.1 _._(..11..1_.1 . L1 _ a 1. I I !I ! I L111 I __1_ 1_ 1_11J1J.L11_W 1JJ111J1 1'_.11 Ell !_11 L' I 1J- I J-"iL_LLl__l _}�11 ; 11. ' ' .l!1,� ! �1 LLIJ.J� li_i�(JJ1J1 JULL1 .1._11 LJ1 ILI! ! Illll l I I `':.1 1-L _L 1L1L11_111L111111-_l.lJ1_� 1.11.111'_.!!Jil_111.L.aL.I .t._il_ll!1._.,._a.!-.Lt.1__l_.1L.1:. _.1.11__(,. . Ll' ' I+ i. iJ-11131111- 1 11111- .x-1.1 � . l._11J.,11_l 1�_11111_1Lt1Ji_L11._.1(__iJ1,_L_11_l_..LL1L..1 ., I 11 I I 11, _1.1.1. 1_11.1 31J_1.1�.-� 11__11_(_I..11.11_.1_l._1_l_11---11-1IL LUILL-11_1l._iJ.1_l_1_-LI Lt_1.i_11.41_L 11.11.-1-111: 1,.._111; J. (i_G1_;1J _11.1(__:._1.111..1 ..L1_�l_. ;_ _1_.__1Lll_1L111 l�_11Jill 1,1,..1 JLI11._111L111 J1 1 11 - - - - - L1_I k._L!_ Jl_1_;__1111 li 1JJ11J_1I11JL i l ;111_(_1._ 01 11111 1 lla1 1111JJ.I�iJ1-lLWLUIJJ_L1J.11.11_LII1.1111111-111-JJ1-l'J!JUi41i 111 J�!lll.i1_.!; 1.1.1.11.1, J;__ll_! J_ _;_1_1�_1!11_li-i' i, i'' 1r.LL11�iJ1. LEVEL 1 +. ! it I 1 _1 Lt11-1 h_1. ' L J1.11�1_;"11.11-1i_LLI!1JJ_ JLIi ! !i.i 1111 I x.11 LUJ. 1_J1�L11",J-I_l,1_il_1.111_� 1.i.:-1_.1. :..i_: 1�1.! L. t, (1_11.1 _1llJJi_1LLIJ1-.. _ I -� -,1.1 _LL1 1 ' T.O. DECK _ _ _ - - - - - - - - - - - 11111, 1.._L_Jl_t11_u1,� _ ..1-1L.i,�_a J.._ 1 1.1.. .11. T.O. FNDTN. WALL �� _ --- -- I I' '! I ! Ili I I' i' I.1- ta... 1. i ! ! it I III I) li 1_ li.!?.. (I I - - - - - il;! li 1111 111.11LL1_l_l 11 .1_ : 1L 1. i_:� 1 it11lJJIa11I1 l III ! !1 !' h 111l. T_..-.111.1_. !11. 1. 111 1.11.: . 1'-: L+ 1 11 i1_l.-2 3/4" I__.U"11 L.lIJJ ! � _ - T.O. GRADE -2' -9 3/4" I I I I I I I I FOR DECK FRAMING: I I I I I • SEE'CELLAR PLAN' ON DWG. /A-302. I [ L J L J 1 - III��� -I - LEVEL CELLAR WARNING � It is a violation of law for any person, -7' -8" unless acting under direction of a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - licensed Architect, to alter an item in any way. If an item bearing the seal of --- an Architect is altered, the altering \ / Architect shall affix to his item the seal 1 EL V AT I O N Side V [e� and the notation "altered by" followed REPLACE EXISTING WOOD FRAME DECK IN-KIND -�� by his signiture and the date of such A402.0 1 /4 if = 1 1-011 alteration, and a specific description of 0' 2' 4' 8' 16' --- the alteration. COPYRIGHT 2020 TORTORELLA ARCHITECT-PLLC 3 All Rights Reserved, No Part Of These 402.0 Drawings May Be Reproduced Without The Expressed Written Consent Of The Architect. Infringements Of These Concepts And Design Ideas Presented On These Drawings Shall Be Prosecuted To The Fullest Extend Permitted By Law. r a. No. DESCRIPTION DATE _ T.O. PLATE 1 8' -0 1/2" 1J = / ` \ 01 CI ® I - - - SUN ROOM I o = I I (EXISTING) I FOR DECK FRAMING: - SEE 'CELLAR PLAN' ON DWG. A-302. LEVEL 1 0' -0" �_ e -- - --- - - T.0. DECKS - r T.O. FNDTN.%'ALL CRAWL SPACE CRAWL SPACE CLIENT: --T.O. GRADE \7 (EXISTING) (EXISTING) - - - - - -2' -9 3/4" John & Joan Luzzi -71 II II II II II II II = LJ LJ LJ LJ 0' 2' 4' 81 _ U 16' _ REPLACE EXISTING WOOD FRAME DECK IN-KIND } _ 2 B U�� S�C;N 10N PROJECT: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A402.0 1 /4 = 111.01, Luzzi Residence 2 402.0 305 Leeward Drive Southold, NY 11971 DRAWING TITLE: EXTERIOR REPLACE EXISTING STAIRS WITH NEW CONSTRUCTION: ELEVATION & • PROVIDE HANDRAIL AT EACH SIDE OF STAIRS. DECK SECTIONS • PROVIDE A 4"THICK X 2'-0"X WIDTH OF STRINGERS POURED CONCRETE PAD AT BOTTOM OF STAIRS. - • FOR ADDITIONAL INFORMATION SEE'STAIR, HAND &GUARDRAIL CONSTRUCTION REQUIREMENT 7_7 T.O. PLATE 1 _ -_ _ _ _ DETAIL' ON DWG. /A-501. 8' -01/2" i REPLACE EXISTING GUARDRAIL WITH NEW CONSTRUCTION: • FOR ADDITIONAL INFORMATION SEE 'STAIR, HAND& GUARDRAIL CONSTRUCTION REQUIREMENT SEAL: DETAIL' ON DWG./A-501. EDAiZC 1 LIVING ROOM KITCHEN 4 + (EXISTING) (EXISTING) V?jV4A - r OF t _ T.O. DECK= � LEVEL1 - - - - - - �'r '' _ - -- - - - - - - -0 -23/4 �Z-T.O. FNDTN_WALL _ _ _ PROJECT No. 202010- DATE 5-25-2020 T.O. GRADE s -2' -9 3/4" _ - _ _ FINISHES - I I I I I I I I I I 1 FOR DECK FRAMING: CELLAR I f I I I I f I I I •SEE'CELLAR PLAN' ON DWG. /A-302. DRAWN BY R-T. (EXISTING) I I I I I I I I I I I 1 L J L J L J L J L J L J REVIEWED BY Checker DRAWING SHEET: 01 81 16' A00011 LEVEL CELLAR _ _ - _ - 3 BUIL-al-N-G-S-ECTION_Z I OZoU REPLACE EXISTING WOOD FRAME DECK IN-KIND 0_2._0_1_ 1/4�� - 1 1'011 SHEET No. REVISION No. FOR GUARDRAIL AND HANDRAIL HANDRAILS MUST EXTEND HORIZONTALLY FOR 12" 4X4 GUARDRAIL POST SPACE REQUIREMENTS SEE DETAIL'STAIR BEYOND THE TOP RISER OF THE STAIRWAY. ® ��® �� LA ol OF REQUIREMENT' DETAIL ON THE DETAIL ,1fItS�� O; � ARC IT ECT AT 5'-0"O.C. MAXIMUM DRAWING SHEETS. HANDRAILS MUST CONTINUE THEIR SLOPE FOR THE Where lalsts terminate into a beam or I� b•,r,a jDis!h;ari^°'.r DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. is needed to provide BY ROBERT TORTORELLA R.A. Recommended Products:LUC and LCIS Joist Rangers z 'ADA' STANDARDS REQUIRES AN ADDITIONAL 12" i'`.r , '_FM"' h.: a 44 DOCK LANE, WANTAGH, NY 11793 ❑^ 1' - 0. 11 it It I HORIZONTAL EXTENSION AT THE BOTTOM OF THE63 IDA LANE, AQUEBOGUE, NY 11931 _JW y- OFFICE.516-826-8135 3 5/ A . C A — � STAIRS. THE HANDRAIL EXTENSION IS NOT REQUIRED IN =>_,;; P S A N RESIDENCE WHERE THE STAIRWAY IS NOT ON AN ,. .. ?;` '.'`. ;-<;;;:'r ::;M.; „ ':'w ; .;,:at ; r, .r�°' Raul ng PQS 't[I"OCk FrRtill�lg MOBILE.516-448-5371 W LL RobertAndrew.Tortorella ❑ ACCESSIBLE PATH. " , ,r,;. ,..F° ^°,°h , To provide adequate load rest A connected Gmail.com '.. Mr,; ' . p stance,posts sfarirrld be cvnn�ated @ : . t . n :a"• .ca \ to c he deck framing, of ` a d fr n just bolted lir I'r e Q n. SECURE GUARDRAIL POSTS TO � :�"- �, ] a1 t oug the rfrrr toast. .°.,>t`.. :�<.... ..° :, .' ,. ..- ., ` CON TOP OF GUARDRAIL TO BE 42 HIGH EXCEPT IN 'R-2'AND �,,;".,,.,,,�,�,. �,. � SULTANTS: O � SUPERSTRUCTURE WITH 1/2" O HDG MACHINE \ I I I ;?�. :�' �,^�: ; .'''';3�;:1 z< .; ��.�_::,`s:: 'r'"'�r ' „sy IisGomnrendedProduct,13TT2DeckTensic+n7iis R-3 OCCUPANCIES,WHERE THEY MAY BE 36' HIGH. C? BOLTS OR THREADED RODS WITH NUT AND HEIGHT OF GUARDRAILS TO BE MEASURED FROM THE ;. '.r.,,- ih WASHERS SIMPSON MODEL No. 'RFB' 4X7 HDG. y - \ LEADING EDGE OF THE STAIR TREAD NOSING. - USE SDS 1/4 X 1-1/2 SCREWS.AS MFTR D BY o _ �. W JSTRONG-TIE. M _ Q J .t'.' o .vaF`;'M; .;.,¢,,, `t'_ jj r.i... SIMPSON (Strongtie.com). - co a;,;;„„°;:,F., ,.;:.?r ,..,;„,. ' =;,,,;, " ,f: ;. ti — coM Q .,: :�_:. , Stair Strira er iC DCCk Fr min o Q ❑ _ TOP OF HANDRAIL TO BE BETWEEN 34”AND 38”ABOVE : - .:, : .," k ':..e :,° ;. FOR WOOD GIRDER SEE FRAMING PLAN. o z N ❑ THE LEADING EDGE OF THE STAIR TREAD NOSING. : ; '?;A;6.°..,- +" ,. A connector makes the cor nectlon stronger than toe-nalling or, "�”' sten n #o e end b the stringer, Q _ -...� f g aug # is rim Rost In th n f �° fa. i thr h h m l ui o M " .�<::5, ` i.,:,. ,A Recommended Product:LSC Adjustable Stair-Strlrt ertvonnector U ❑ O '• ) g T.r " - I M i •,"',"uo p x a Q W i-- �- FROM A HEIGHT OF 36"TO 42"THE '^�-�> "�:~s &�,. '' ,.::• J v.P. (0 zY ❑ PATTERN MAY BE MORE OPEN SUCH W U _ �,a W w SOLID 2X DEPTH OF JOISTS BRIDGING THAT A SPHERE 4-3/8" IN DIAMETER ;. O ❑ BETWEEN EACH JOIST FOR LATERAL b CANNOT PASS THROUGH. RESISTANCE. • PROVIDE AT MID-SPAN AND OVER GIRDER. ra-- �� Cl) GUARDS ARE TO BE DESIGNED WITH A :;It U w PATTERN FROM THE FLOOR AND �°u ❑ STAIRS UP TO 34" SUCH THAT A SPHERE I FOR PIER DIMENSIONS SEE FRAMING PLANS ¢ °' U) 4" IN DIAMETER CANNOT PASS '- " - " IN.LANDING OR ADDITIONAL INFORMATION. THROUGH. tr Triad-t+�- 3 0 X 3' O M F _ Str*nger GUARDS ARE TO BE DESIGNED WITH A PATTERN FROM I 10'MIN. THE FLOOR AND STAIRS UP TO 34" SUCH THAT A SPHERE i I Ste3rc2se angles prpvlde -WIDTH OF LANDING AND STAIRS TO BE NO LESS THAN 3'-O"WIDE. IF THE STAIRS ARE _ (RESIDENTIAL) 4" IN DIAMETER CANNOT PASS THROUGH. a secure connection acrd, GREATER THAN 3'-0"WIDE THAN WIDTH OF LANDING TO BE NO LESS THAN THE �_11"MIN. elsrrrinate the task of 4 THE TRIANGULAR SPACE BETWEEN THE TREAD, RISER, n °: '` r "' a ; °',;:.'; ,,,;', , , atGhirt the stair stringer . `<.;,: ':'::'.';":' ` '%;'"' .'. WIDTH OF THE ADJOINING STAIRS. (TYPICAL) ,�;. , ',." <.:. AND RAIL MAY ALLOW A SPHERE NO MORE THAN 6' IN e;^> .;; • ,, „',y: ' . ;: :: .. �..a... , ,� ° , ;y�„ .;#,F"� : ,,� � (1r�hichtake�tirrieand weakens the stringer), SECURE DECKING BOARDS TO SUPERSTRUCTURE WITH 'DBT 1 Z' DECK TIE DIAMETER TO PASS. Rec6m, mended Prad6ct. CONNECTORS AS MFTR D BY SIMPSON STRONG-TIE. (StrongTie.com). STAIR NOTES: _ TAStaircase A�rrgles Ll . STAIR CONSTRUCTION IN RESIDENTIAL GROUP 'R-2'AND 'R-3' TO COMPLY WITH THE 2015'IRC' INTERNATIONAL RESIDENTIAL CODE SECURE DECK JOISTS TO TOP OF WOOD GIRDER 32"O.C. WITH SIMPSON TIES.., "" , K.% SECTION R311 AND R312 � � .� �- '., WARNING Y MFTR D BY SIMPSON STRONG TIE. (StrongTie.com). '-v;:<; s.y' ° "..w:,:=-.:;y;. •:.,.: ;_ :">.: _. I i MODEL No. H2.5 AS STAIR CONSTRUCTION IN ALL OTHER BUILDING TYPES TO COMPLY WITH THE 2015 IBC (INTERNATIONAL BUILDING CODE) SECTION s a violation of law for any person, D 1012 FOR RAMPS. -' ":`" < ,. ;-:;`t'..y: � ry't oder direction of a [1011]AN [ ] ` " [� ' ", �' �:,�� "� unless sett u D TO MINIMUM STAIR WIDTH TO BE 3-0 , licensed Architect to alter an item in SECURE WOOD POST TO BOTTOM OF WOOD GIRDER WITH SIMPSON TIES AN N " • NRESIDENTIAL GROUP TO BE 7-314 INCHES MAX. 7 INCHES PREFERED _ <° :x: r ; an wa If an item bearing the seal of THE TOP OF THE PIER WITH POST CAPS AS MFTR D BY SIMPSON STRONG TIE. RISERS I ( ) ° - y,' / Y Y g ;. , . n n ,: .:":,>.. ..:,,::'.: ;f,";.:�.>[":'„ " ,;., ..y,g., 'Q;.,,, y':•::,�i.: -.?;�::,:,,:.,.;;..:::!;'::;,"-:'::."'c,i:: : ,. '? r,A.,L�"hgs,,"c"-'�,;.:.f " - - - (StrongTie.com). • RISERS IN ALL OTHER GROUPS TO BE 7 MAX. AND 4 MIN. $ ,:,.,,... :. - ..:.',-...,;_:,..',��` an Architect is altered the altering •TREADS IN RESIDENTIAL GROUP TO BE 10 INCHES MINIMUM. 11 INCHES PREFERED �<:;;- :.•...;.: Architect shall affix to his item the seal - SECURE STAIR TREADS TO STRINGER WITH SIM PSON'TAZ STAIRCASE ANGLES AS ""-.�;:..::;; ';;. . ,,:,, :�°s ,�.,,..�, _...,,. ... �., ,,.. . and the notation "altered by" followed •TREADS IN ALL OTHER GROUPS TO BE 111" MIN. ° MFTR D BY SIMPSON STRONG-TIE. (StrongTie.com). • STAIR NOSING PROJECTION NOT LESS THAN 3/4 INCH AND NOT MORE THAN 1-1/4 INCH.En LK, by his signature and the date of such d :,;.;vz,;.:. :L • MINIMUM HEADROOM CLEARANCE TO BE 6'-8 ".. :,'�..,,-, .-.><,,",::,.".',-�.,F;;;.'„, :, .. , -:�;, ::1' 'x: ;:,�;,;,,,,,,,,,;,,;,;,,r,:,;�'.� ,.: , ,�: �x����"' '' ,•tP.:° alteration, and a specific description of 4 THICK X 2-0 X WIDTH OF STRINGERS POURED CONCRETE PAD AT BOTTOM OF • LANDINGS 36 INCHES X 36 INCHES, THE LANDING WIDTH TO BE NO LESS THAN THE STAIR WIDTH. the alteration. STRINGERS. • HANDRAILS ARE REQUIRED AT 4 OR MORE RISERS. HANDRAILS TO BE 34 TO 38 INCHES HIGH, • GUARDRAILS IN RESIDENTIAL GROUP TO BE 36 INCHES MINIMUM. (42 INCHES PREFERED) -~--� - COPYRIGHT 2020 •GUARDRAILS IN ALL OTHER GROUPS TO BE 42 INCHES MINIMUM. TORTORELLA ARCHITECT-PLLC Ld,-------FOR PIER DIMENSIONS SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. .GUARDRAILS ARE REQUIRED AT WALKING SURFACES THAT ARE MORE THAN 30"ABOVE THE FLOOR OR GRADE BELOW. {; t:.. •`'�, `'` _= All Rights Reserved, No Part Of These • EXTERIOR PLASTIC COMPOSITE GUARDS AND HANDRAILS TO COMPLY WITH SECTION [R507.3]AND BEAR THE LABEL IN '' Drawings May Be Reproduced Without FLASHING FOR WATER TIGHTNESS. Al , , ".` ' 9 Y P COMPLIANCE WITH [ASTM D 7032] * ; The Expressed Written Consent Of The SECURE DECK TO MAIN DWELLING WITH 2X8 MINIMUM CONTINUOUS LEDGER BEAM •THE FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE GREATER THAN 12'-3” (147 INCHES) BETWEEN LEVELS AND LANDINGS. Architect. Infringements Of These SECURED TO RIM BOX. • INTERIOR STAIR ILLUMINATION TO COMPLY WITH SECTION [R303.7] & EXTERIOR STAIR ILLUMINATION TO COMPLY WITH SECTION Concepts And Design Ideas Presented • LEDGER DEPTH TO BE PRESSURE TREATED PRESERVATIVE TREATED SOUTHERN [R303.8] ,,-. - -' On These Drawings Shall Be Prosecuted PINE OR INCISED PRESSURE PRESERVATIVE TREATED HEM-FURR No. 2 MIN. GRADE. • FLOOR JOISTS AT STAIR OPENINGS TO BE DOUBLED-UP STRUCTURAL LVL's. MINIMUM. FOR ADDITIONAL INFORMATION SEE `` '` ~ = " - .�*''� w '` To The Fullest Extend Permitted By Law. X • SECURE TO MAIN STRUCTURE RIM BOX OR HEADER WITH PRE-DRILLED 1/2" DIA. LAG FRAMING PLANS. Lateral Load Connection Ledge• Attachment gtam_tb_� est Joist-to-Beam Post-10. onCrete Q BOLTS @ 16" O.C. STAGGERED AT 2" FROM TOP AND 2" FROM BOTTOM OF LEDGER • CONCEALED SPACES &CLOSETS LOCATED UNDER STAIRS TO BE FINISHED WITH 1/2" FIRECODE 'X'GYPSUM BOARD SMOKE TIGHT In some applications it i necPssa Carre+;t fed er atkahment is Rest caps provide a s c i r` P s No. DESCRIPTION DATE PR tl p A euro Joists bearing,vrr alt/column ba.,es ar>iehartlrev�dod mvmber,seGnrel N AND 2"TOP AND BOTTOM IN FROM EACH END OF LEDGER. (JOISTS SPANS LONGER UNLESS NOTED OTHERWISE. BEFORE APPLYING TAPE AND SPACKLE; SEAL GYPSUM BOARD JOINTS WITH ONE HOUR RATED FIRE to reinforce the connection,ta the crucla]to avoid deck callapsex tonrection between post beams should be firmly tr�.the"footing and can hefp,pme eht dedayat,the"past. THAN 10 FEET SPACE BOLTS AT 12"O.C. STAGGERED STOP SEALANT AS MFTR D. BY'HILTI (www.Hilti.com) aoiacen#house to resist lateral Nalfs and smaller scre�nFs .attd bean°i"that Is easier to connected to resist' end 3ry.pritiuidiing a.i"stand=aft frim the"Co iacrete, •SECURE DECK JOISTS TO LEDGER BEAM WITH JOIST HANGERS. JOIST HANGER (side-to-side)rnfovement.A, .; do not provide adequate irrsttllf ttran through-bolts and side-to-side(literal) Recommended pEvdurFls: DEPTH TO MATCH FULL DEPTH OF EACH JOIST. DETAIL SHand and Guardrail Construction Requirements) conn action back Into the,floor]oasts; pull-out"resistance: stronger than toc�•rialling, " 'and riplift toads- i�e(�r CottGr�#����ret�.'r�SS;Post.Sascs," is the recommended method. Rocommended Prtiducts:' Recor.f na i-,,ded Frjiw, ia, �;7 urrrrrrarl+arf Products.: acid CSSQ Column Sales,' AT BOTTOM OF LEDGER PROVIDE HOLD DOWN DEVICE. #tecom ' ended Praduci:13T72 Stro6g-Drivel'SDSISDVIS/ BC, BCS,AG, LPC, H1 and H2.5A is#ln j' pnr rete{hardened);ASA,{),Bid,.; - - - -- ° • MIN. OF 750 LBS. CAPACITY AT(4] LOCATIONS EVENLY DISTRIBUTED ALONG DECK Fleck Tension Tie " S:DWH Structural Wood Strut's ' PC post caps liurricane Ties 'A84ri1i1,Ad]ustabfd; - - - - - TR x TRANSCEND ROC3FTO1 ANS SLEEKER C?EC SYSTEI'�SYSTEMS—PRESSURE TREATED FRAI'�ING DECKING AND FASCIA RECC}h� MENDED FASTENERS � '11 ` TORT"ORELLA !' RAILING CONFIGURATIONS If any cenditton occurs which is attributable to the use of nen-recamtnended fasteners,such condtticiristiall nit b "covered ilridar"Cha Trex /� Note.See specific installation instructions for attachment at Trex post mounts or.Trex,;loast Mount Posts prior to installing any railing, A sleeper system is a substructure between a stolid,surface and Trex decking. Drainage, access, and airflow are Limited Warranty. _'"; /`k�C � 'T E C T R L L C ;- critical, Water must be able to flow through and away from the deck, For repairs and removal of debris,joist system .77 777 "` ,' ?;, ROBERT TORTORELLA R.A. ss ma e ne Sar ,._ ., . .., :=.K,' v^..,,£,.. n t # i NOT re aired, ecce b res "i",- . .:;,:E,:. .f.;. g .,.,<.g Standard Crown Cuttl 9 pos s caves s q Y7. _,,_ �. . �:, < .. ,;. �{ k '" - { 44 DOCK LANE, WANTAGH, NY 11793 # r t n Tr x t . e I r x t cis sleeve o Jo st -, Tr X e ve T post mlou e e : / k%3 4 N st e post c e lir s r rested o s �� �r„� - , ,.. .. , ... , >"<, . .. '. ,' .: .. s {11 I .1 A 5aa.. ..' A, e e t .. ,� , <..-_. -..,:_:=;�w`�� �� =` '::;::<..�'�.:;�..<:w;_:;;;--�,�, A E, A 1 1931 -` " LAN QUEBOGUE NY i,, P�lount hast/Trex p+}st sleeve' (INSIDE MOUNT C)NLY) Trex Hideaway'Universal Hidden Fastener X X X X ,� .' a OFFICE.516-826-81 35 i s"• MOBILE.516-448-5371 1 B. Crown railI 'll Trek'Hideaway"Connectorp X >` I .1I I I R " RobertAndrew.Tortorella Gmail.com C, Universal bCttti7rrk Clip ) ' ,.y4 1/�4" £AII Temps TigerClawl TC•G Hidden Fastener � a, I D. Trex balusters ��� a;.. FastenMaster*:'rrapEase 3 Ultimate C6m,0 ask Dark screw X X CONSULTANTS: yr x " Seepage 61 for "N•ow to lnstail Standard Railing". ,; -'� - " .. _ r' , simptson Strong Tie heck r)rlvmTM t)CU Composite Screw 1' ��" 1", . .:` i {Collated and H*nddrlve)DCU Screw plugs can also be used X : X X t', 9. st use uto Set privo Sit) , . ,,.,,,........... ..... .. „ ......,,..,. .. " , „ , .., ,,., ,. d 4rnu A T :; k." ~ €/ "(>d(3°F) Quick drlaws".Cornposi-1 ak Creep Screw X' X. 11 cocktail Post sleeves will need to be ,cut. ppw�(`-s}Tr ( 3 1 � � " .s LG,GYG,.7 71"IG1f (C�(}K0 ... #,i /1 V cx%ter o t Q a va y Y. l . D 'C mposlte Screw-C 1r be Lir nt k X ', ,' A. Fressure-treated past with Trex Transcend ost s eeve . � :.. .;` _ p WILL Splitstap Titan 111"'Composite screw' - ,x. V r - - Nt TE: v Only for use with 4`"x 4"'(702 mm x 1032 cram)post sleeve. NEEta Tp I 'll'r �; r3 TreX pCaSt t7a�)d1ntS Cannot+)@ US@d with TrarasCend COCktailE CUT *, a PastenMlaster*TrlmFgp Scream Y '..' ,Uj " deSlCln. I'lStrudlnl`g Hand Drive screws %" - 8. Deer board trap rail(1 x 6 car 2 X 6).NOTE: Contour and E'scap�es Cannot be used, � < i. V Y Como" -� ., - . Universal top rail k' pp marksman pre" F W Starborn"'Cap•'rar*xd-'Fpo*y Coated and Headeote*.Stainless(a"vaitable D. ltnivt?r5a# bottom '`. colas e fie Marti . t d r CPt70 l3ra'ver'"*} ]( X, ' E, Trex balusters ' - ; x�g I w (2^are appi 'red far sleep#r amd roof Lop applicatlont ohly) : s:r;.�. b Seepage e&3 for"'t low to Install Cocktail Railing ```� '` I 11 ' Y y *Starborn*Pro•Plug`System for PVC and Cornpositc • :... p I/�'..(>4 Fir =., ". `»� ' (available Collated for M1uro CHh94 Driver•'*) X X X f:. a 3". IVUTE•Additonal pan head screws gill need to be purchased-see detailed lristructrorts. r 1/2'"(coin ,; :: ,, ;: '� {2"era approved for steepsr mnd'roof tap appiirat+ons only) 11 ._ - .. .. .. .. .. .... ........... .. ... ,. � rig" , .. 11 I Ir . .................{......_ , .,,,,,,, ,,,.,..........,,. _......... . . , ,. , , + , , „ , „ . '" '*. , i. d µ �� ti �`. sere Products o 3 t? v ConiproxltYs C)eek Screw X X �k' _. ,� ; ev i�acic Exteri r ta► ri e tp i- ` Phillips it Plus'"Pozisq r X X � " `Tradititanal Cutting post sleeves is NOT"required. 11 ` ,; "�e ;. r' * ` __,_ E Cortex*ConceatedFasteners`" X x X" z, A. Pressure-treated post/Trex post sleeve,Trex past mount/Trex post s#eeve , or Joist *{ I 11 !/2 MaX, .. i l mount post/Trex post sleeve''` (INSIDE MOUNT ONLY) � Mturo'T-scrowTorx Stainless steel screw�Collated " Cawerharlg ';: . 8. '2'°x "(51 chin X 1092 chin) lateral top rail �'"°• : mcotseu cr MXosaasrn) M X x x I" C. Universal top rail '- ` Xamcl"n-GRKF�asten+ers'" r.. P"1in,1=l/Z rr ^.,rr,-� U9:.,r, ;ar ', -;� „rte ,;,,. m'z^%ag;:ns'�, ae�,, .,:a_; - , rt ,,,. ✓r � ,-. „, > „- 1 _ , . D nl 1ar ott m ` . U Universal b o { a^'_-• Y _ .. Y ;: .,,'.,.;t:t _M, , ....,a,. ., a..... , za..,:..den,...zxz:avtiissus''. '�t.:,,ww:/e.,;..,':;L,,;,<...., a..,"J I�tln. 1; I y __- i rex balusters ;,, rr Starbom*Det:kFast$Fascia System- 11 f Residrantiat=1 X k i" WARNING See page 64 for"Now to Install Traditional Railing" Commerclat-12" �w a t��y���ied°and He��cote�Stainless* is` It is a violation of law for an person, ` NOT€:.Additional pan head,screws buil)need to be purchased-see detailed instructions. � �` Spl:tstop�Fascia Screws*cUs�s splitst�px"Fascia l�it� X x x ,q unless acting under direction of a . . `, sirpso� slranrieescl�oo �dscreg i i X' licensed Architect, to alter an item in . any way. If an item bearing the seal of • NOTES. Vii, an Architect is altered, the altering l'" )) It is recrrmmended that bui#d'ing-code-approved >) For sleeaer systems�tlhere sinal# debris (pine Architect shall affix to his item the seal Racznd Aluminum Square Aluminum )) Fol#aw di?sired calling style instructicans fc7Uetd ab{aVl , a 2-314"or,3"screws can be crs'edwith rrex2x6,�rad�ct. f asrt nhtaster fire Lase ll, bra"Ease''3 l a tent?�xter§ rFrr, ci"" ar+rt substitutin correct balusters acer for structural material be used as the supports, needles, leaves, sand, dirt) can accumulate either p p ,h $ '' r "'` and the notation "altered by" followed g }� type or Murv75crewM-Txta3[aC�SLPlistvdataoveisappravedtar2xSdeeitinr� cdrt2x Brrelrlstered"tradrrark5of€JJ�Ii"R,larr, ;`.: [ being used. )) This systerr� s}lould neat bt .allowed to float; it must betvtieen lar under deck boards, a minimum of 1-1 2°' rcan sob �,scdl irt, tariaardi."{dc kfngaslrste of ave). Tnrsscrcwis by his signiture and the date of such Cat»rr"and Marksrrsara Pre �nire rQ« rster€ 1r, dem rlts csf tiatr�rpal € be attached in a manner that secures the framing/ (38m,m) height is allovrablr. Trex reCcammends cohate-dandcanbe6sedwitl MutoAutorvad'Scee'wy '3u�rt`DVL4?Speed g alteration, and a specific description of �) Refer to detailed instructions (Dredd+d steps then rtsinc leaver tivoir.rHlslsNor�t coL xr•M,�rc�€sc w a Naftcorp. the alteration. ' roundandsquare aluminum balusters. See page 65, system. the use of Trex Universal Hidden Fasteners or 2 0Aft deck;ngproductsareapprovedforuse i0tn7roxPideawayHidden OulkDrive"arses,-xxrc�'arem, ;s;terodt.r.7d�m�rks�r,� �<`s",'. `� - ., COPYRIGHT 2020 ;,' . .. )) The sleeper system must be level and Have no Starborn Cap�Tor'` xd - Epoxy.Coated screws. Fasteners,thus all decking products can bc,r'outed according to our Compov-Lok"ts a trademark of strang-776 Company Circ: ':y ,_ "` -- _ - —" ,gid„ ;, uneven undulations. Any uneven areas of the (NOTE. Trox recommended composite decking' instructions, ', I 11�I , A I , I „ v 5ampstan Stiona�-7i` Peek tSriw c Ut U t omeosit Serew to ca'I3td Iw+arrScrewsF�'s a rec�istr?red trademark OfUnivers iCastene�r. a TO RTO R E L LA ARCHITECT-P L LC r ” �§ — I substructure wifil transfer to the? Trex decking, screws are too long when using -1/2 ( 8 tram) trersrons�scirks tfthCauilct)rnFe�un„ outsourcing,LLC. :`;. All Rights Reserved, No Part Of These i - 11 resulting in Uneven decking. height as, willpl penetrate through the sleeper)} `l-ascrasyst�m,screwsf'stedabo' can only be usedw1thcomposite 5rrci>+dni'��a tract rr r t Iv' " , Drawings May Be Reproduced Without _, .,.,_..,.,, ,,,,,..,...... _,,.............. .,....,,.. ,..,.,, . ......,..,>.,...,.,,,..,..,,., .. fascr'a prof s an is Swan"Sctia€prcresrurts.laie; n Trex, when used with' sleeper systerrl, must be For areas with the potentia# for debris buildup, e a cicannotbe?trsedwlthstandardthr'ckness feckrn r kF `� rX'x The Expressed Written Consent Of The D,c ast C,�P o cl,'ind H, IdCe)te""Cap-Tor xd is re�r ister0ot su oiled below its 1ntire len th, If Using i ., *boxrdsarsedasfascla. t7sestarn#esssteelsere,��sr�earw.aterapplicattons. b Architect. Infringements Of These pia g n a a minimum 3-1/2 (89 mm)or greater height is 'Nat fortrstawitlasfe� trademarks of Stvrbomindustriesrnc k-' <<,"": ,�;- " Glass Panel ,Cutting post sleeves is NOT required. sleeper r;.;. :: ' Concepts And Design Ideas Presented A, Pressure-treated ost Trex Last sleeve,Trex ost rrlauntfTrcx ost sleeve"x or.11�ist roofing application,the supports must run the recommended to allow the-debris to be removed rraorrinformatr`on. C-Deck Exterior.StarDeckCompositeDeckScrewisaproductoisere�., I - _:�," On These Drawings Shall Be Prosecuted mcaunt ost Trt?xptask leave"* (INSIDE IvIc3UNT C7NLY) p direction of the pitch of the roof to facilitate proper along with the use of either Trex Universal Midden u:*"CollatcdC`a,Q-rorxdproductscannotbe usedMth'rcxFs'capcs" Products Inc, � ," ?, " ! To The Fullest Extend Permitted By Law. �* Ia p drainage. Sleeper should be placed perpendicular to fasteners or any Trex recommended screws. Phillips 8 Plus" a register✓�rd&r deimaek ofPhirlio;Fasteners LLC. B. Craven rail (use universal rail if buildingcocktail or traditional design viilth glass inserts) M,ii ,a'" ;a.; ' .,, :.;, ;,:;.,..,.; ,,.,..., ', 8. ,>:rr::," ,; ..,. ,., �,: th eek b r r1 nta l n. e oa o t r: '° ,' ' s- f.:: S litStap"srreaas a a re lstered lr�dcmark of Tilari l Istel t"dcths,Inc. q'. , No. DESCRIPTION DATE d d o )) Always consult.ycatir loyal bui#ding code authority for ,Y" :� t, p Y C. Universal bottom ; ',,'�."� , ,: ;-::..�`':.,r,-".w'"- -_ �111 IL ,!f'•, Y F.,..;:'":..,,,,: .;:,: , ",,. ... ",_- : > Trex recommends the use of two screws per odst> i" 13, Tempered glass parcel(NOT included in frit) )) Fo, comm�ercia# appl`lcatons, consult a loco# buildinrl proper.details can roof and railing installation to theI _. _ code official for specific requirements. roof structure if required. SCREWS All recommended screws are designed to big installed flush"with 1",;, ,,, . - - .See Waage 66 fbr"d ow to Install Standard Glass.Panel Railing", page 66 for 'Holme to Install �', 11 11 )r If installing decking at an angle,decreases spans )) An deviation from these recommendations could decking surface.q©IVC7T countersink screws. i' . M nt r Trex Joist Mount Pasts la y Pitafilo` L rl th _ :::: "::" .: ,w lvf01' Cocktail Style GIYss Panel Raifiny ( NC9TE: Trex F'crst tau s oi" (1£7€7 mini) for each of the soleus. (12'P voiding f he Trex warranty. Use recommended stainless steel screvlrs til any areas near ' cannot be used with this railing configuration),and page 69 for "How to Install Traditional (305 mm) result in the vo d 9 o t e w a ty, � , I I' ll for residential and " (204 mrrt for Comte 1X6 -112"or 2�-3,f4" #l8,x#10 bodies of saltwater. . , rciai.) Style Glass Panel Railing" q -" '" i. N s", 2X6 2-3/4"car 3" ;. #8, o �,,:. ' ; -. Nt7TE.*Class panels are rant riCo,*rrmendedin Starrapplications, ,> 2 �111 60 s. 25 w.,,,„ ­r"" ,," .,,.-w,. .;,,,,,..' ,, CODE Ct3 h�1 PLIA E LOCATION AND INSTALLATION OF SURFACE MOUNT POST — DECKING INSTALLING TREX STAIR TREADS g INSTALLED NICs 31=#`+l FASTENERS ,1 is ,: _ ,, . o t S�artning fror 1"3eckln� P au :> ;,.s:'. ,, a «rs <.r. P T � s y; .I 1M era alar'1vorCs: How to Install Feast Mounts on Pressure- ,'~ NC?F `Uses oars-ea' e composite sited skirl boards ra rnra'r�lt reser e <: --, :., °' ',",. >rltf=�=:% po decking l ds a d �l y to these on required stiles to allow for use with laldderr fa lanais. Trex decking meets all applicable national mode# �; . ',r,,ix Y.;:r )) EACH POST"MUST BE ATTACHED AS SHOWN Treated Wood Framing ',w Y;,'y j pgFg --b:, To ENSURE A CODE`-COMPLIANT AND SAFE " building codes.The joists must be spaced on center r" in h raCco d tote hat bel . B urs ha joists are IIVSTALL.t17'tOhl. d s Corner Post Installation ow Bee that 1ta e ',: :vex •-: ;- 1,y, eck',iti r„�, st s€:Y� tL 1k_ ,s ti, E ALWAYS REFER Tt7 YC)4tR LOCAL BUIi PING COPEOFFICIAL PRIOR TO ," �( ° °" " �_ #eve# and plumb.Trex tlwrsraLLrvcixvArLlvo ssrCi ry Crvsul.� �Ll cr�zaarvD s, Prr111 ; aI'll Waists. For heavy items such as hot tubs, planters, REQUIREMENTS ARE MET. TREX GArdNi7T BE taEL[r RESPONSrBLEFAR 2"X 8"Pressure-treated � etc., consult a local building engineer or inspector �� � 11# I 1 I " CLIENT: trvapPaPelararalvtanrlrccrrrrtrsDrivsrLrArlon+s Brass-bractrsfrale leis alt recrarx9rrtertdatiQrls, if au want to minimise '°9::=; - � ( , y ,e: � „ John & Joan Luzzi 0 WHEN INSTALLING TRE"X POsr MOUNTS ON ACC Crl7 CC'.i!SURFACES, ..� r � ;p "" rr osTAntr� _ , :. the appearance of joists through the spaces between ,'- " USE AN APPPOPPIArE ISOLATION SAPPIER PE 4!I � ra \�''� `' � b , I *.Y 6UrLDrN colas o1 PrelaL IIVCvraa, `` boards, paint the top t your joists black, �9y�, �-+.,may' SURFACE`(CONTitCT LOCAL ,°" P ENSUPE THAT'CORREC`7'slftl HARDWARE 1$QRDMED,FOR 714E TYPE '?"'r`,� :- -. . ,.�-''`iw___,« t t t l I i I f + � and t t >4..ci C OF RAILING BEllo INsrAt LET, ;.:; "a l-�" - n . Cade Listitic5 I'lla" 13 tram <4.; C ,` :," , �,, . _, a e Trex cern lies with mia ormodel buiidin codes anti Aa:60, 'l irrt a CAN001'aE USED WIM TP_9XTPANSCE`ND Cc cKrAfL PALLING. $ "'. r� y � 1 � Perpendicular,to joists.: k .,�r1 e, rri�X urn " " °""�»' 1 .' l f: has been evaluataad b the International Code Council ois aririirr i` ", •� ' See chart below ,I! tsP 9 s PROJECT: as See gage S5 for slru laaformatl4n. ""' � ' . . =r:- .�I 11 „ evaluation service. 151 rrtl)fess Chari}fisted i"n thelhir�l. L u zz i Re s i cl e n ce TOOLS AND MATERIALS NEEDED • Far a Safety Data Sheet(SDS), pease visit )> Drill.and/car screw gun ti . 11 VYWM/Tf?EX.CCtM ,4 ° 'r 11�11 �C�� "I'; )t 1/2".(1.3 cm)"drill bit for wood 1. Install 2."x 8” (5.1 cm at 207.3 cm) crass bracing � r )) Blocking 2" x 8" (5.1�cm x 2£).3 cm) frame in between joists at 7-1/4" (18.4 cm). Attach11 - � � y, �`ll � � ,h pressure-treated Southern 'Yellow Pine'or a total of twelve 3" 7.6 cm reissure-treater} I ,, �, ' �=.�" l r� -� ,;�. _ :i:::,. .r >> ., 305 Leeward Drive equivalent etarrlpati}o#e screws (not provided). �- -� """r� �.�•- ~""� y Y Southold, NY 11971 )5 Qty: 36 (per post) -.3" (7.6 ctrl) pressure-treated :. compatible woad screws Blocking , a r '" ............... c, boardsl I + , �1i1 illi * r , DRAWING TITLE: ��° "•_ '• ° � «, . ... *" ' Ata 45°angle, rola irri' ' At a`SW arlig rr%a'' mum jest spanr;irlg isA joist spending is 1/2�� DETAILS (Trex PARTS �'" , ✓� a$ ' ; _ (102 r i) less tfiall,listed this dist rice lis d In l he s) (1) Post mount .. ,: --.�- ,x..,Y .�1 '�. w� ,' Construction ) """"<:s= : :,'': .: '' ...-� , 1; fir, the ch"art be#nor. (23 Guide blocks .11 "'`tea ._ :'^ � „ t� chart:below, (18) #a`8-15 x 1-1,I4"(3,2 cm) , ; ,"�, t o ,..,. .-. Y �Y � Self-tappingr • ,. SC eves ' �' R c ,. x <r w w. %I1. .;.5' I° "sem' *:�«<^s'.: {{ rl: s ,�", screUWws ,.,. Self-tappingSC caTV :.,, . ". , " ks,,Lilt uE+/'b ks," o annmertial l ee s;:'" !';. 11 I : , ;.. ,I?esideritial"Iaec t p arc �, F mow.-�= s —� I --- y - , - Restd rltlal/'f ay Care Pl=�ygrounti irar l elks a6d t rin,ss': ;" .; MW 2, Install two 2 x 8 (,,7 cm x 217.3 cm) boards as � -"- `' SEAL: �" �, blockingunder post location, Secure! attach =- I EDA , p Securely a Chet Bing Lraadirl"r3 total"psf= .8 kN%rn2 ` ,. ;`-. 1t7C9.paf )l.S l;t�l/rre2{ t?? s#"" 5 t�#�#Irli2 a,� tt}Id ' blocking using a total of twenty-four 3 (7.6 cm) - • `., "'� , I i* . --- ca��g off, pressure-treated compatible screws"(not provided). -. #" { a """ . 1,.( 5 mm)"F1tards£including Porch), 16„(ao mm) ��"( t76 ratrra7 12'£3+�5 fnlri)" y _, # : ra r 111 i and.87.5"£2'2 mgr)Selert Boards � PdOTE. TC?ENSURE THE BLOCKING IS FULLY SECURE, ► s mm ~*I �l€l 111 �.. USE THEAMC3CINT OF SCREWS INDICATED ABOVE: m< ` ::� I �;z I.. ; ­ I E , 0 � :.: , 2,�X 6"'( 1 r�nrrt_X 152 rn!m7 SI 11 aards, _ '24"£f 10 nim):; " 1-11_ 24';{51Q ruin s#' '16','(4 ta6 rnm1: '� �: ,� , , . aA t- � . q TIP:USE TWO ADDITIONAL SCREWS TO "SAN DiI ICH" s 1 b .. .. _. y r.., ... ,....r .,.. ;fir.... ^„z<.�. ,%i'-� .,,. 1� ,,",/, t'. l wr~6i t.V 7! BLOCKINGBOARDS TC.7 HER F R EA IE i" :;; ��� ,����. c� ET l� s R S G r, �� M ., >.r"r ...,....,.,ked..✓ ,. .z. '.,,,,{":...�, :':`:� �,^ ..A<..T�4J'«� :<�.3. i(.iF:'�� SKU ALPOSTHWDECK this SITU SOLI)SEPARATELY ATTACHMENT T£7 FRAMING. I , 11 I C H Route,one side f board last stair tread).0 0 o C ea )• i, Maxirrturn R i11" '�""an'faral."`A Ii`" Hopi.-.-.,n, PROJECT No. < : g P I p ca s _: " , 020 1 O and must be used.for cede-approved applications) F — " Transcend,Se€ect railing, aria " 96"-oil center(2138 mrn)for Trariscen ,'72"bncei (1 2g. i �for,S tett, DATE 5-25-2020 )) (d)3/8" x'6" (1 cm x f, k.. (rex ,:,i nattll~ �"railing J6"£2438 rrirri) li ar'si ah for Trex ,'Sigi'�aturo- i" " 15. Cm) Flex Cap bots ( C DRAWN BY R.T. I 1, )) (1) Back plate c to a : l n (8) Flat washers °- �. �. . . REVIEWED BY Checker )> ( ) Hex nuts DRAWING SHEET: 1 i) €, �. '� ``� ,w i111 11iY i . .• —1 1 I 1, 11 ff a n F in ; - � , - , « . 41 i' 4 C) :. 3O SHEET sir n methods a s elle air No. VC)7E:Cara ostia me ha re !ways improving. Please refer to www.trex.com far the most up-to-date installation requirements. Nt3TE:a�anstrtrctlan methods are always Improving.. Please refer to wavw.irex.com for#fie rrrrssi up-to-date Ira 1REVISION No. __._.M.,..__._.... _....,..._._,...._,_.,_.._.._,_,._"_....,,._.._-_.___..__...__.__..__. .., .. ,,,__.,..".-. ___._.,____-__..._._..,___-_.,.. ___,.. .,_,_ .___.__.,.. ,_....__.,."..... _,-....-__.- ...,,_._ ._.___,___.. µ y as p q date sta latish requlrernen#s. NOW TO INSTALL ,JOIST MOUNT POSTS INSTALLING TREX SIGNATURE POSTS AND/OR TREX`� NATURE INSIDE MOUNT (FRONT RIM PLATE BETWEEN JOISTS WITH BLOCKING *� R� :. TO RTO F2E L LA ALL INSTRUCTIONS BELOW ARE FOR METAL POSTS ONLY; NO PRESSURE-TREATED CROSSOVER POSTS ON WOOD OR CONCRETE/CoNTINIJED .• ` ARCS ITECT, PLLC POSTS ARE TO BE USED FOR THESE INSTRUCTIONS, Simpson NOTES: INSTALLING PRESSURE-TREATED POSTS BY ROBERT TORTORELLA R.A. ML26Z rs Metal backplate is only required for 2.Sr'(64 mare POST SLEEVES, AND SKIRTS TO USE WiTH :- 44 DOCK LANE, WANTAGH, NY 11793 Joist Mount Post for Trex Joist Mount Post o A + 1:":;;: 63 IDA LANE, AQUEBOGUE, NY 11931 ,post In IRC Installations. (Consult 0ocal cede official TRE SIGNATURE Trex Composite Post Sleeve for Trex' Signature Railing ® " , ' for more information.) RAILING OFFICE.516-826-8135 SKU'CPJMNTPOST63 SKU XXJMNTPOST63 ran * _ _ � 1 MOBILE.516 448 5371 Blocking . Attach posts using"1,/2" xx denotes color:W-sterid, 9 .-- R o be rtA n d rew.To rto re l l a @ G mail.co m 2"x a" ## (1)Joist Mount Past B.onz . ito> ez- wT-urian ;. (13 mm).carriage'bolts. ;: I mm 03 mm) { Ovide blocks `4 >r f 1s 2"'x {5 rt 2 ## 2) f:: CONSULTANTS: m ## 2)1io X 1"(2,5 cls) ># (1)Jors . Minimum 'C)ist size ` ( t Mount Post 5irnpson, Simpson Simpson Simpson ,r 2,x tarapir g screws . 2)1/2"'x 8" Bolts, «� ~• «� «. %' ` 8 (51 mm x 203,n+m).. tsi ar,rr,x Simpson ° { LU528Z t3TT2Z ML26Z L7C3 2o3rr+M ) :tas#�rxa�rarr. C18)ftS-15 x 1-1/4`" VMshers,&Nuts' Car simlfar} {or simi9ar} (or similar » Top bolts. must be 1" Simpson L70Z o LUS28 o (3-2 r"sTt)Sc�ll-tapriMy #> (1) (mist Casa - (25 mm) from top of 5-rls"i1tr miaa trtn. . ,s screws » (F) Post Skirt ..--- .:, joists. Trex Belts 1/2"x 8" 13 mm 203 rnm ''' ># (2).1/2 x'8 Bolts, �, >r Bottom baits rllu5t be / C ). *NOTE:bolt heads, � rr � Nuts,and Washers e Washers,.&buts , i ' 1 8 130 mm from to -y : w ash rs.arrd r►urs o o I ( ) p are color matched �4 � '�," bolts, to joist mount post calor � ,�, t Trex Signature Trex Fascia Mount Corner Fascia Mount Kit Bracket Kit (Brackets, Bolts, '"'` NOTE:Blocking can be added for extra Strengtta. �: 6 SKID 4 XxFMNTWOOQ Nuts,Washers, & Screws) I SKU - XXCORNERFMNTWOJp `. 5:, .Using post a template, mark locations of holes. 2. Slide"post sleeve skirt ! .''- xX denotes color SK-Black,AZ-Rronze,WT-whit, 6, Drill through deckingand blockingboards usingover post and down to S,fS'? diameter bit (long shrill bit will be required). rest on decking surface, 1 slide post sleeve over .,.: INSIDE MOUNT (FRONT RIM PLATE NEXT TO JOIST) � 7. Insert the(2) stainless , •ry : . � post and position inside 5 GENERAL GUIDELINES steel barrier strips post sleeve shirt~ E- n C6de-Approved,foist.Mount oust Applications >) included template worms for most, but not all, � Front Rim Joist "[`C}P VIEW ,� under the mounting ' deck height t Crede approval not Reviewinstruct ons carefully prior to s applicable drilling o used to. Y p - 3a or less d ei h � a applications i i io l"".._- °`�'.,•: ,.�.- a "cabl ' s • bolt.holes, BARRIER NC?TE'Shims can be 1 IRC Compliant Y n h les matin sure to center holes on t STRIPS ARE REQUIRED plumb post sleeves. 9 loo i 75 "Simpson rvr .. - es psora StrUc rel brack@ts"are not included - t QI�ILY IF ATTR. NOTA':•"lf"a dist hanger �" - IBC Compliant-No with joist.mount posts and must be purchased 0: is iii this"locatiaf , Post ., ," r POST DIRECTLY TO Installing Trex Sigr7ature'" Posts alti Concrete �> Minimum framing is 2"x 8 (51 mm x 2.03 rain), separately. . . it must,be rer of ed PRESSURE TREATED barrier lore-Drilled Hales e (Ensure all structural brackets are sized appropriately std Host mount will fiB, �' . : FRAMING. :'" for framin p nrr?perly g.) HELPFUL TOOLS Simpson Follow all structural bracket manufacturer's ,' r m _ WARNING L70Z Simpson 9/161"x 61104 mm x 152 mm) $. Attach posts using four " guidelines for fastener selection and corrosion „ „ ' �" It is a violation of law for any person, Simpson DTT2Z or longer brill Bit r 3/8 x 6 (10 mm x protection requirements. unless acting under direction of a Trex Bolts 1/21"x 811(13 mm x 203 mm), LU528Z' � 152,mm hex ca bolts, » Maximum OC framing is 1{i°`( 0E mm), 1f2'"(13 mm) ) p licensed Architect, to alter an item in Nuts,and Washers s washers, and nuts, any way. If an item bearing the seal of » This post is designed to cut-to-length and will step Bit - r ,"r i,.. ir' along with aluminum , " P an Architect is altered, the altering Nan-ferrous i accommodate up to�t2 (1067 ram) Stair railing on r°d 6; Architect shall affix to his item the seal Metal Cutting � back plate on underside - ,x and the notation "altered by" followed 2'"x'12''(51 min x 305 nowt) framing. g Blade y. SIDE VIEW of blocking. (f the , :1." s P by his signiture and the date of such „ ,. .,,... , .,,,. ..,.,. , , ., „ ,... ., ,..,,.. project requires IRC >• �'. � ":' alteration, and a specific description of Post the alteration. compliance,this Wood Frame (Inside Mount) Overview Woad Frame (Fascia Mount) Overview back plate MUST be �'` COPYRIGHT 2020 installed under the Front Rim Joist Simpson decking to ensure 1. Using post as a template, mark locations c; the four ' TORTORELLA ARCHITECT-PLLC ` DTT2Z ` � this will rite@t code holes and drill into concrete at teast.2-5i`8"(6";'111117) All Rights Reserved, No Part Of These r Drawings May Be Reproduced Without compliance.Reference using a 3/8" (10 mm) masonry bit. The Expressed Written Consent Of The ,U SKU part number =J ., Architect. Infringements Of These C7 O ALPOSTHWDECrK for NOTE- You can either set drill bit to correct depth can �" Concepts And Design Ideas Presented (�,pNrP eA l ``. .required hardware arid aluminum plate. (Consult drill or mark drill bit with taps*at re�quiroa'dimensicin to. � On These Drawings Shall Be Prosecuted .. ya �•*wti ., ..,,7ii„pa'4+n ." '*„e. s'., ; To The Fullest Extend Permitted By Law. local code official for more information on IRC ensure all holes are drilled at correct depth. • ..; `� ` °'� .4 �• Compliance.) ,.'' No. DESCRIPTION DATE 2. Clean out holes to remove all concrete dust using a �• \\\ she vacuum or otl'ler a ry riate tool. -. NOTE: To ad/o"rw fascia to sit ffat against frorning, Route,�"trirn out NOrEs: - 4; `' ,back side of fascia to allow for fit over Iron locations, sf Trex fascia should"be installed prior to installing any outside joist post mounts. NOTE.,Construction methods are always improving.Please refer to www.trex.com for the Most up-to-date installation requirements. 77 E „ Carr only be used avithTreX`Signature"s'orless rarling `>" `." INSTALLING `REX' SIGNATURE T11 POSTS AND/OR RE3C' It�~�NA` RETS". spans, ' [NOTE:Construction methods are always improving.please refer to www:trex.com for the most up-to-date installation requirements. s CROSSOVER POSTS ON WOOD OR CONCRETE INSIDE MOUNT l(CORNER) impopmmrNOTEa: m ,E"Ack Posr MUST BE ATTACHED AS SHOWN TO ENSURE A CODE- Blocking CQMFLIANT AND SAFE aNSTALLAnoN. boards as TREX SUPPLIES (2)HG 112'r.X 8"(13 MM X203 MM) BOLTS, NUTS,ANIS WASHERS, I a �`�'"• , � , � "• y r, TREX` SIGNATURE""POSTS CANNOT BE t!s€D WITH TREX�, •. +�"'"""�" • CUSTOMER MUST SUPPLYADDITiONAL HG 71211 X 8- 3 MM X 203 MM BOLTS NUTS AND WASHERS. SIGNATURE`TRADITIONAL OR TPSX�'SIGNATURF.""COCKTAIL �.;;'_::"', "' �' ,,iu•►�`, DESIGNS, ONL'!`PRa;SSURE-TREATED FC)STfPLrSTSLEEVES l" CAN 8E USED. REFER' ro DETA&ED INSTRUCTIONS FOR MORE � • CLIENT: INFORMATION, u ALWAYS refer to,your local building code official,arior to installing Blocking 2""x a"" .." " „z John & Joan L u zz i any raalln�system to ensure all code and safety requirements are met --; '"ta (51 mm x 2(a mm)min ^` Trex cannot be held responsible for Improper or noir-recommended Simpson v When installing Trex A,Signatury—posts on ACQ, CCA or concrete DTT2Z ll a t 70 Z IS, s. this lOCdtddn, surfaces, use an appropriates isolatldn barrier between post and e surface('contact local building code official if needed). it r7fiUst b a o For Installing Trex,?,Slgnature r"Fast and/or Trox'g.,Signature'"Crossover removed so Posts, see below 2. install two 2"x 8".(5i mm"x 203 lain) boards as post mount K For pressure-treated posts,post sleeves,and skirts,see detailed ,- PROJECT: blocking under post location. SecUrely.attach will fit,properly, 6 fmtructlons pfovided with Trex,;Signature'"Railing Kits, Blocking Front Rim blockingusin a total of 24 3" » All Trex*signature'"statr7nstallations require the use of a 53^(73469 e t71rT4) p#@sSUr@- rr "� Joist mm)stair post,measured acrd cut to appropriate len th if necessar treated coo atible screws (hot provided). . L U ZZ I Residence r 2 x R Y -D in � � S1 mm'x 203 mm s� If crossover stair post is required,use stair post(again cut to Trex Bolts 1/2"X 8"0t mm x 203 tTnm), € appropriate length if necessary)and use swivel crossover bracket. Nuts"and Washers r' ffanstalling on concrete,make sure'ail surfaces are level. NOTE: TOI ENSURE THE BLOCKING 1 S".FULLYSEC�URE, . USE THE AMOUNT OF SCREWS indicated ABd vE. " TOOLS AND MATERIALS NEEDED " NOTE.' 1/2"x 8"(13 l�m x.203 warn) r Simpson Simpson » DOI ancltor screw gun(hammer drill for crrrtcrete) TIP: Use two additional SCYE"�%S to"sandwich'' blockirr bolts must`fee hider(vertically) on g 305 Leeward Drive L70Z LUS282 i' �# 1/2"(13 ram)drill frit for u�ood,.3/8"(10 rain)drill knit for concrete boards.togather for easier attachment to frarhincJ. frontrim a17C1 narrowerQla Side joist i' ,# .blocking-2"x 8"(51 mm x'203 mm)pressure-treated Southern Southold, NY 11971 to avoid contact inside the post'. Yellow Pine cit equivalent Qty:36(per post);3"pressure-treated comrnatkble wood seret�is Line Rost Installation .,,.,.y..................... . .. ., . .. .. , . . . . , .. DRAWING TITLE: r.: . CODE APPROVED POST APPLICATIONS Cross:Iraein '. DETAILS (Trek � .. i. . , z" "< d rrf*�r Construction ) I; POST SIZE z.s^te4 min) ;... x2.S E6 mrrr x64 M 3 Post rtaC> Cr - t oss"bract 3 ' frame i E �S .t m r. .. 30"heildht decking Acceptable(Code Aoproval not A pcicab?et 1•,t .- ��r ti :"' "�`° IRC Cornpl`iant Yes Simpson DT 2Z IBC Ctirrrplia,nt' Pio a " ' . . .. SEAL: �.. EO ARc' g Installing Trex,_ 7" rr ,r 9 Signature Rests and/or Trex 3. Install two 2 x (51 mm x 203 r�r m) crass bracing Signature"" Crossover Posts can Pressure-Treated frames in between joists at 7-1/4" (184 trim), Attach •�e �— Wood Framing (Corner Post Installation) a total of twelve 3"'(76 ram ressure4reated } compatible screws (neat provided). is 2"x 8" Pressure-treated Cross braelrl+ frame Blocking boardsr PROJECT N o. 2020_1 O DATE 5-25-2020 DRAWN N BY R.T. t4' REVIEWED BY Checker t. install 2"x 8" (51 mm x 203 mm)cross bracing 4. Install trivia 2" x 8'°.(51 rn "x 20�is7m) hoards 6s DRAWING SHEET: ` frame in between joists at 7-1/4`" (184 mm). Attach blocking under,post location:Securely attach AT a total of twelve 3 (76 min) pressure-treated blocking using a total of twenty-four 3".(76 rrYim) compatible screws ('riot provided). pressure-treated compatible scri?ws 76 (not provided.), SHEET No. REVISION No.