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HomeMy WebLinkAbout40331-Z TOWN OF SOUTHOLD BUILDING PERIVIIT APPLICATION CHECKLIST BUILDING DEP. 'T NT Do you have or need the dllowing.betcire dpplying? TOWN I . ,L Laid i-if Health SOUTHOLD,NY 11971 ,,,,resets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502t,--rr 2,, 72 i _)„...-, L8lifr''ev SoutholdTown.NorthFork.net PE' T NO, _I _../.,..)/ 4:,-- Check Ltic Form N.Y.S.T/E.C. Trustees L, Examined i,,), < 4--) ) 6 ,20 ..<0.Application Flood Permit Single St.Separate ii" tortn-Water Assessment Form_ / 1 (1 .I' ' , '4A„ 4) _,20jMl to: 1..._...) Contact: ----- ai ‘L.kir i/t- k Amproved - i Disapproved a/c a S 1. t()SS i3--riA .5:EA.-RA.°Id-TO-1 (li 7 Plionc: Expiration_ 7/ 4>„ .20E/ A id --7010 Bi s ,Inspector AP'PLACATION FOR BUILDING PE' T NOV 4 Date IL- 2-- .20 i _.., INSTRUCTIONS a.This application MUST be coTOTPletely 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 be lore issuance of Building Permit. Id.Upon approval of this application,the Building inspecicir will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspeetion throughout the work. e.No building shall he occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. I Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspec ions. 7 / N , „_,-....__„.........._., ',,, -----,, I _ , 4-, A , ---) 7@; a.l.torc of app cant o T=47,i i a corporation) .-.. (MaitingT'faxdessof applicant)' \6 -': 11.. cli i'l ------,,,, State whether applicant is owner,lessee(gci›,architect,engineer,general contractor,electrician,plumber or builder ,--7--- , Name of owner of premises L (I.A.Di tt-,,---1 1`tf1V1/1 .e7r — (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. —all '' 2- _,___• — Electricians License No. ) Other Trade's License No. 1. Location of land on winiih propo,sed work will be done: • r 7()S-- House Number Street Ft: et County Tax Map No. 1000 Secnon - g-3 Block Li Lot 13 Subdivision G000,C1 (0-4 )4.--(2. M itlin'k_e V' Filed Map No. q 2-S l Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Va.C 0-1.A..4 L e-}k. - - b. Intended use and occupancy C-:„.-7_v\s2 <_,c c .. ,_...' ---,..„1 — ' J 3. Nature of work(check which applicable):New Building 1.------- Addition Alteration Repair Removal Demolition I er Work — — — (Description) 4. Estimated Cost & -) 0 çQ, Cl) 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 7--- 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7) frq- 7. Dimensiol pftisting structures,if any:Front Rear Depth Height I) iNumber of Stories Dimensions/11re structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front , 1. -,..- Rear c.?,:) 7_ Depth Height Number of Stories a. , , 9. Size of lot:Frontcf-- " i)'t-6:', Rear j '--Li CA,7`7 Depth '< 31--e'-S--, 2- 10.Date of Purchase in ALI 2-0 i C Name of Former Owner (24-41e-I 11.Zone or use district in which premises are situated r.,e5s 1 cLeAit.1-1 a--P 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 1-------. 13.Will lot be re-graded?YES 1.7-NO Will excess 41,Lbe removed from premises?YES L''' NO_ 0-4 (NI 64 e I 1 r 5-7 7 144-4i te'zite a, 14.Names of Owner of premises l i Vi'L n--1 Addresstj Lc"4-6S 1 7 IP'hone No."5-/ Name of ArchitectD-A r ii soc- 44E S Address niCt,. . 'S.,`a ii ii,a4Phone No e,7 3(-,76,-7, 4,e 7/ Name of Contractor -7-(.0 r it- 61d ci,LL4e,p1 Address,o,, sAL,05:',0,1,"k1/64Phone No.6 31- 2-R7-lo(n 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.PE' TS .Y BE REQUIRED, b.Is this property within 300 feet of a tidal wetland?*YES_ _NO L..--!" *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO 1.------ *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (SO is the , ,.12.-t.A... "\-- :--) (('ontractor,Agent,Corporme 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. Swowp before me thi , / l"-- day of ove_l, , , 1._ 20/ --,,, it,,,`• ".4 is DEBORAH ft VAKZER -- 1 f . 0', 4,e , ---,,, Notary Public / QuaL03$160100,,,,--- -------- Signatureo4-4.42, \ aorrimisson Expires April 28,42016 ,e.''''::----• ... to' Of rutot .t. Town-Hall Annex i 1,$t":" tIA Telephope(631-1802 54375 Main Road I = _ ti Fax(631)734-9502 ,* cz R.a Box 1179 Southold, NY 11971-0959 --- '10,1 AL izcco' ......_ --...-er -...... UILD!NG DEPARTMENT NOTICE OF UTIL ..TION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: )16 V 2 2....C)1 C ..,-- • er: 1 • )41,C „YLL1 61\‘.11k E--- , I 1 Location of Property: .$;-. '"a C "--; A eile,_ , eL,A,L)L k„ 1,,..„k 1 e Ink, ("3(,4, f Please tale otice that the (check applicable line): New residential structure Addition to existing r- '•ential structure Rehabilitation to an existing residential structure to be con NI cted or performed at the subject property reference above will utilize (check applicable line): )1-Z Truss type con 1 ction (TT) Pre-engineered sod con • ction (• ) 1„...-/ Timber construction (TC) in the following location(s) (check applicable line): ii-7-*-- Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) 41 , ( ' — , , 1 Signature: Na - ( or submittng this form): - 'VC L-,44,-,--- , Capacity(check appli - 'le line): • er ',.--"--" • er representative TrussResReq15.dccx Effective 1/1/2015 ACChriki:› CERTIFICATE OF LIABILirr INSURANCE lamsmn-' 6123,2016 r- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFO- .TION ONLY AND CONE=- NO MONTS UPON THE C.ERUFICATE HOLDER.THIS CERTIRCATE DOES NOT • RMATRFELY OR NEMTIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED DY THE POLIES BELOW. THIS, CERTIFICATE OF INSU- E ••ES •T CONSTITUTE A C., TRACT BETWEEN THE UING INSUREKSI, AUDIO'I A I REPRESENTATTVE OR P-• • CER,AND THE CERTWICATE HOLDER. -•RTANT: lf the certiNc - . .er is an ADDI *NAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subjed to the terms and condtioNs of the policy,certain policies may require an endoremnent A -lament on this c ,Tic . does oat cosfor rIghb to the r.orlificate holder In Beu of such endorsements) ,...„... PRODLCER Lfberty Mutual Insurance eetnAct NAME: 1 PO Box 11.:055 PHONE FrOI=-- Fairfield.OH 45018PVC.Nu„,DEc, 800-982-7132 cAunc,.trir,* SOMS66R CLSernceee ,-JOUbernitrAttual,conn I NSUPER/Si AFEDREING ERAGE ERIE IA MMUREM A: Peerless Insurance Oma 24198 INSURED INSURD1 B: Turn-Key Modular Homes Inc. 225 Blossom Lane msurteR c Southold NY 11971 I EASUR D: re-/OUIVE E• PaSuRER F• COVERAGES CERTIFICATE NUMBER: 252289E4 RE'VISION NUMBER: THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE LETED EELOw HAVE BEEN ISSLED TO THE INSURED NAMED ABOVE FOR DE POLICY PERIOD I INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO IM-ICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCREED HEREIN IS SUBJECT TO ALL THE TERMS. 1 EXCLUSIDHS AND CaNDiTIONS OF SUCH POLIcIES.LIMITS SHOvua MAY HAVE BEEN REDUCED BY PAID CLAMS. IN=" POLICY EFF seas,/ssiI- I LIE TYPE OF INSURANCE •55a75CrE1*•••-*^me Pt:Ayr emotes i_,),DaLitalit 1MA JIMMO 1 6f9f2015 6/9/2015 EAC.H OCCURRENCE WETS A / COPMERCLAL GBIERAL LIABLRY I CLAINIS,MADE pi OCCUR GLE28M63 umodElD RENTED I NemeeNlilm PiM.L.0,_...1 S MEC 5 XE tent Rape Mal $ 1,000,i er 300 I 11 ' 15,ill 8 PF_FILSONAL&AIN INJURY 1 1,000,000 .000, t AGGREGATE LIMIT APPLIES.07 ,..,CENERAL AOOREcadaTE 6 I PCEICM ri p,R8-, nim 000 pFars.CCOMPAUP AGO 5 ,000,000 ,..._ AuTu0;60THEmeRt mummy ............, CCIABIN4-,C SINGLE LIKT s JEA,PlEgf Ng • ANY AUTO BCCILY INJURY(RYA paBLAAI) S 1 --ALL GAINED SCHEDULED •BCOLY INJJRY(Pe/moat)F$ II ,ALrfos AUTOS II— riow-ammo 'PRCIREErr DAY.ea l• ••$ HMO AUTOS :Airroo I 5 UMBRELLA UAB 0=L51. EACH OCCURREICE T EXCEOS LIAO CLAIIAEMALE AGGREGATE I - r r OED I 1 FETENTum s $ WORKERS cmIENSATION RER 1 !on+ AND EMPLOYERS'UABILITY YiNI „LrArIATE I 'ER Aar PROPRIETORPARTN ER/EXEC UTNEr-rt1 N I A Ed-EACH ACCIDENT $ • OFFID? f IXTUMEMMR EXCLUDE • (Manddry le NH) EL aCASEASE-EA EMPLOYEEJA f.., 11)es,fkeerte maim fJESCREMON OF OPERATICINM belowI EL ENSEASE.POLICY LOAF( S --, 1 , DESCWITWN OF OPERATE:NC I LOCATIONS/lemmas/ACORD 101.Addklasal Rs Scheream may be attached If or vacs k remake* CERTIFICATE HOLDER CANCELLATION SHOULD• OF THE ABOVE IM-.P., : B '1 CIES BE CANCELLED BEFORE Town of South oki THE N - MON DATE THEREOF, NOTICE 'ffiLL BE MINE-•e• IN PO Box 1179 ACCORDANCE WI THE PO=PROVISIONS. 53095 Route 25 Southold NY 11971 AUTHORS RERTESENTAT1VE I Ten Bel 0 1968-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD il., a and logo are registered marks of ACORD 25225964 1 16-16 master cer,ifIcate 7 an Bell t 6/2512015 Lz35:22 PH PSI) I Page I of 1 Z'd OLOLL9Z1,09 Jempoh Ae)iulni AES7F New York State Insurance Fund Workers'Compass n A Disability Benefits Sped, f • 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEWYORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS" COMPENSATION INSURANCE AAAAAA 113573648 TURN-KEY MODU • - HOMES INC 225 BLOSSOM LANE SOUTHOLD NY 11971 POLICYHOLDER CERTIFICATE HOLDER TURN-KEY MODULAR HOMES INC TO OF SOUTHOLD 225 BLOSSOM LANE P.O.BOX 1179 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11346626-3 433766 02/20/2013 TO 02/2012016 21212015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1346 626-3 UNTIL 02/2012016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' CO PENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 02/2012016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ' 0\1E. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH 'THIS PROVISION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFO TION ONLY AND CONFERS NO RIGHTS NOR INSU- • CE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT • ND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND 4,L DIRECTOR,INSURANCE FUND UNDERVVRMNG This certificate can be validated on our web site at https://www.nysif.com/cerkertvalasp ar by wiling(888)875-5790 VALIDATION NUMBER:243118045 U-26.3 Scott A. Russell - 13_45TORMWAT)ER SUPERVISOR l It MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 ` t il 53095 Main Road-SOUTHOLD,NEW YORK 11971 to Iiia Town own of Southold 4, '4 �' ' CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) nu .: DOESTHIS PROJECT INVOLVE ANY OF THE FOLLOWING: , (CHECK ALL THAT APPLY) Yes 1 d .", El, 2^ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El aB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 0 C. Site preparation on slopes which exceed 10 feet vertical rise to II 100 feet of horizontal distance. Dia . Site preparation within 100 feet of wetlands, beach, bluff or coastal rosion hazard area. Site preparation within the one-hundred-year floodplain as depicted „,,on FIRM Map of-any watercourse: r\El'I '.~'P. 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.C.T.Ni. = 1000 Date District I NAME: r - Olt, ! F-3 14 11- 2- 15 t,,,,,- Pr ad _ w Section Block Lot w A .(,it r ' � +k....) G--:-: FOR R..BUiLDiNG DEPARTMENT USE ONLY CC31 ”— �1L' I0 Contact Inform�tarx r � 4 Reviewed By: l Property Address / Location of Construction Work: Date: 11. ISI- . _ mocatio or nagement Con rol Plan N -• ' t g of Required. Approved for processingBuilding Permit. N � �� Stormwater Management Control Plan is �, , Required. (Forward to Engineering Department for Review,) FORM " SMCP-TOS MAY 2014 ' 1 Z e D I n cp . 10, —1 o — Jw CD Pt. o- J f yF � T � � � t- ocnomrioHrocn -nlo� �. � _ � m � G � : nD z4 O _ Co - O vv = n' n n n n ICW, O O n _ co c1 '-D< < ^ J0 - q' = r d vCvdd -O CD m = r- 2 * _ Ira* 77.- n v m E, (7 o OO , i0, oDra _ OCD) ,,,0 - O Cno - O O O 0 C cn 2. DZO � — ° ' c I a So = -W ( Q.° O 1 3 I m -, O O O 0- u: O Cco "ra -) co o w m -ti - s a0j D CiCD O Q - Q' W O -. n Co +i_ - UC7 E. Q -> - Co I� C ° G. p r CcD -, O7V CT-J n 3 1nn Ha 0CQ. 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MEDIUM ",f Ct'� ,L,1'' r r ,:`�, :I� , I ,r 0 SP To 1 COARSE ,�,....... 5 iF4l SAND ".1 13.9' 1 I crRFFN VOW EL 54 3 ,lig ,- To 1 .. aorzanr PDX LI .me ort p�SuPPORT F9515 , 9 I _ � "(rw.,w S-)0.071',...'400 1 CrJ rt.umemo. 1 1,1'HI ,ti: 67,„1,0 R HA e„...Indie , h 1, AM aun11n nc �7 I�/t I .a D n° f rr.` NO WATER — 17 =111',...,----.. F''TPI11.0:11'",,�161 .:a l I"1�,Gkh1... HIV ca IC APPROVAL PC AL 03-15-15 II �IIL�" R SIL .YL.Y uu '�•"'"•"" K. WOYCHUK LS = - 1 -r1 � miL nn-R= % it . LAND NA.� r I OF E &C PROPERTY HOLDING II INC. TYMCAL DRYWELL CROSS SECTION EL 55.1 (CONC.PRECAST COMPONENTS) LOT 13 VACANT f.sw as nwre ePme AGRICULTURAL . MD hart FM a / nc {— m n mL no .(TL . _. EL 54.2 150'-►- /' SILT FENCE P11.-0,�sn• sooso amyl' ®C� C]C( PROPOSED ' O CI 0 L PROPOSED SOIL 4—BEDROOM STOCK PILE AREA 2 STY FRM. DWELLING 1ST FLR: 1.320 S.F • 2ND FLR: 1,320 S.F. g EL 55.3 // (55-88)" ,1• (55.8) 56.2' a••• ..Nm. _ 8• 57.0' / 1 z, �' cnu� ( f L_______ BECK FlLL MATERIAL TO SE ( .'Y Y",DRY WELL N BEDETE ASP/OUT AREA CLEM SwD AND GRAVEL .r'1 M IN OF PROPOSED DRIVEWAY. 'd (55.8) 45'.0 I C4 Z x '(55.8). d tl W '' w 1-u,,, p 'Z WW¢ PROPOSED CONSTRUCTION ENTRANCE 14 '� ..�T'�1 I } &STAGING AREA. .. 4 Q N A O `aM 8'MIN 0 MIN 0 . Z 4 TEOROOM SYSTEM Ip 0 LOT 12 0 1,00 GAL. SEPTIC TANK ,ci y o EL 5..1 a (I) DIAx 12'DEEP LEACHING POOL j d a o p ....... `� pRY ELL LI .O1 CYC Iyl�`' ,. —1a. r �` oa zDWEWNGS I-- I—.._.._....— _ O ja nf�0 I W/PUBLIC WATER _1 I AINAGE W.. m A ! 150' EL 55.5 f'1. ASEMENT 0..... 4pH _� C f " J '51 it m ll Iz cjk.._..—.-------i zgfe,,54.8 551"0000W EL 56.3 Q f%'71 nw pZ 4"0,'q 20' DRAINAGE O^ Z t 00.00' U nryg ggggg �v gee ��4 245.00' EASEMENT C�Q�� (-D "El "•e o. 1 SI I GUTTER DRAIN Q z°i'L 0' i3 UNDERGRQfJND a of 0 • Z `r`°�' o 0 UTIL8TIE5 S51°00 0 {Y ¢m gm• Z °� F or. mmao IHAR s3.sa �TE o z�o <x- 0 Iw. CL 54.8 (THAR LANE) IN CL 56.3 ¢ 32, t.,52,11' I EXISTING WATER LINE f, • o—.: 4 ^ DWEWNGSTHE WAe'.' SUPPLY, WELLS DRYWELLS AND CESSPOOL WfPUBUC WATER LOC,.`. S SHOWN ARE FROM FIELD OBSERVATIONS -sot— 150' as— AND OR DATA OBTAINED FROM OTHERS AREA:59,755.73 SQ.FT. or 1.37 ACRES ELEVATION DATUM: NAVD88___________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICA TED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUETURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 13 CERTIFIED TO: TIMOTHY EMMETT; MAP OF: WOODBINE MANOR FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED:DEC. 15, 1986 No.8239 SITUATED AT:CUTCHOGUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design a if/5,4d1 af P.O. Box 153 Aquebogue, New York 11931 FILE #15-37 SCALE:1"=40' DATE: MARCH 15, 2015 PHONE(631)298-1588 FAX(831) 298-1588 t N.Y.S. LISC. NO. 050882 maintaining the record.of Robert J.Hennessy S Kenneth M.Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION:83 BLOCK: 4 LOT(S):13 #PRE-15-0768 (VACANT) 1 • DRAINAGE SUMP LOT 19 EASEMENT N51*00'00"E 154.69' III 1 1 1 , EL 54.3 ELEv. 54.8 OL DR BROWN 0.8' SANDY LOAM BROWN SC - SC :LAYEY SAND 2.3 0 . o cS LID PALE BROYAY EL 54.7 4 MELRUM 01 0 SP TO 0 COARSE i\D SAND -,1 MCA.Sit T i. 13.9' srliGiN VCDON EL 54.8 I 1\3 I C_TI DEMME 1,7a-SSO OR MEM rwor pes-cms. Ex....a.,...., , NO WATER OKKrILLLO ITVOCX I /7,--EXCIII 1.3.10 1 03-15-IS - - 17' kAr 1 1- .r ilql-t a K. WOYCHUK LS tL1114 Iffl_ LAND N/F i I 1 OF ' E & C PROPERTY 1100[NC II INC:. TYPICAL ORtWELL CROSS SECPON (CONC.PRECAST COMPONENTS) EL 55.1 LOT 13 VACANT AGRICULTURAL . r. , r Art(OR Kni-rWir WARM SILT FENCE ' 8.S.Rai'WM WAS. I 150 -14- . AMMO._WI MK [kV...o.Ma m I ate 44....rre.1 7 rar EL 54.2 .....,nr/.. NIOr2 1/271' . PROPOSED mom. PROPOSED SOIL 4-8EDROOM ,1 L2J r=EJ 0 0 I 1 . STOCK PILE AREA 2 STY FRM, , 1 CD0001 ' 1 DWELLING FEL(58.0) I I . 1ST FL/A: 1,320 S.F 2ND FLR: 1,320 S.F. 'I CONCRETE WASH OUT AREA I Ca IN BED OF PROPOSED DRIVEWAY. so. CTA 1 1 ,... PROPOSED ,, , EL 55.3 1 ) 05.8)Mg 1 ""XCK' 05.8) I. P' ,_ 45.0' 1..... eat 8' r I = 4.0 ' " gC I ' COLL. ,I=1. , I BACK FILL MATERIAL TO BE ij6 0' a-:1.5-a ONEI-Di4C g 1 DRY RUIN' CLEAN SAND AND GROVEL Fi (55.5) DrAyi 'I. Q ,NA...6.5KW,...472,77 er it. ---- d -i' . DRY WELL 12 I-t 1 l'e/(558) 0 PROPOSED CONSTRUCTION ENTRANCE P4 ' (5; la [----1 . L...:, ----ck STAGING AREA. ..3,1, .,,,I, .554, II 0 'kr' 0.0 0 (:It. ,..1 ' lo: g E,0 I rim+qii 0,,,, JE Z Cr) L2 § O o LOT 12 0 ,,,t ii4v,/ - EL 55 I z I s ,, c) .....E a, . 03 4 BEDROOM SYSTEM DRY W L 1'9: r L-. 1'1 cn 1,000 GAL. SEPTIC TANK' , 1----- ': w 1 DWELLINGS 4 (I)8•01.402.DEEP LEACHING , -' ' NAGE '' Ill Y -- -7 VS POOL I L) Ir,,NI• .II 11 20° AI --I -, :-., ET.7,, • I W/PUBLIC WATER I ., O I 150' EL 55.5 I • r SOLVENT Li r o 1 .:5v v I z o6L-- i -: C.T.41- 54IS51*00'00"W EL 56.3 L) :;c : 00.00' Z VI'8 "rj: 20* DRAINAGE LN I EASEMENT 0. , .2-na rAz-La I:7, • UNDERGROUND 4 0 I• 0 • GUTTER DRAIN CC ;"-- o s 6 I LIT.LITIES S5.1*00'00"W 10 i''4> '•g q 63.96'. I ,- „,,, '-• no-,a ,:::,-,. .:i774- _,:74,_, C Ff,ai-:', !, CL 54.8 IHAR LANE CI 12 . RE IT, Cr) ' 0 0.3 • CL 56.3 cc lal (TI-IAR LANE) 15 JR `, 1- D EXISTING WATER LINE r 0 ZONED AC 1 NON-CONFORMING LOT REVISED 10-22-15 FRONT 50' MIN DWELLINGS -- ' \,,,_ THE WA R SUPPLY IWLLS, DR YWELL S AND CESSPOOL REAR 60' MIN WUBLIC WATER LOC WN/PNS SHOARE FROM FIELD OBSERVATIONS SIDE 20' MIN, 40'TOTAL -40- 150' 107 AND OR DATA 08TANINAEvDF BROM OTHERS. AREA:59,755.73 SQ.FT. or 1.37 ACRES ELEVATION DATUM D8 UNAUTHORIZED AL TERA DON OR ADDITION TO THIS SURVEY IS A NOVATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARAN TEES ARE NOT TRANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN TENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUBTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 13 CERTIFIED TO: TIMOTHY EMMETT; MAP OF: WOODBINE MANOR FIDELITY NATIONAL TITLE INSURANCE COMPANY; FILED:DEC. 15, 1986 No.8239 SITUATED AT:CUTCHOGUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.PHONE (631)298-1588 FAX (631) 288-1588O. Box 153 Aquebogue, New York 11931 FILE / 15-37 SCALE:1"=-40' DATE: MARCH 15, 2015 N,Y.S. LISC. NO. 050882 rekaintAining the records of Robert J.Hennessy k Kenneth M.Koychuk - - S.C.T.M. NO. DISTRICT: 1000 SECTION:83 BLOCK: 4 LOT(S):13 #PRE-15-0768 (VACANT) I (01 DRAINAGE SUMP LOT 19 EASEMENT N51*00'00"E 154.69' Nit" 1 EL 54.3 '401 ELEY.54.8 1 ly;111111,,113,7cAt,,A73 06 s116iiIZEICIell,,!0II37m:,,,I,LIKI6L1,11K123,,,,M1c,,IIIIKILbIL.„0,3frm, DL ,DARN,‘,R BROWN (la' , BROWN SC :LAyEY SAND 2.3' ''.-J 1 YROShON 014',AMOUNT CON t ROt S , 0 Shan Othrhde Ihre not be himhted h l'h U) BROWN BROWN o!) 54.7 '4 MEDIUM C''') A WOk on dm hy h 1 hod Corinth cordon r int,dna., 0 SP TO * COARSE 133 SAND TYDICAI SIT '11A7,,,,Z 11,1631;LI'11170,d11:!;juts,'1e,p,:i'lcot,11, anhnn„,ihr.:0.7,h,Ohh, -•t 13.9' INSETS AFCTION EL 54.8 133 cri CEOTEMF rAffac iSUPPOKt POSTS 4 it,7--- 0 1.000 OR METM. rri ROW ORECTION 0 0 4LHALL'Ir4:51 1 APPROVAt OF SOIRMWATUR VINYNAGENCFNT NO WATER it -1 7' 'll ir&owl MOM, CONTROL KAN .ogrrl code'111,40,4 12,hy 1 K. 03-15-15 WOYCHUK LS LAND N/F E & C' OF PROPERTY HOLDING II INC. TYPICAL DRTWELL CROSS SECTION (CONC.PRECAST COMPONENTS) I EL 55.1 1 LOT 13 VACANT AGRICULTURAL 1,1;SIM 27, SILT FENCE 150'- - COT' . *P.AtET OW SAP MOO PlIenuf MO APP10910.71 PrFlj EL 54.2 WAS MAO.OW .tom . SOV.4"OW PROPOSED . ...r.MEP' , mom. PROPOSED SOIL 4-BEDROOM 1: 11:=101::0 I, I , STOCK PILE AREA 2 STY FRAC =ODD r DWELLING FFL(58.0) 1ST FLR 1,320 S.F 250 FUR 1,320 S.F. CONCRETE WASH OUT AREA CO 1 ' IN BED OF PROPOSED DRIVEWAY. 10.1' r, PROPOSED 71al rEL 55.3 ', ) (55.8)11, ' ' "m SEER.t1(55i8)45.0'1, -AGO t. -!. ! L. COLLAR ' 8' . 007101• . .;:o.s, 2''S7E. ;:: Ed --, BACK FILL MATERIAL TO or I36.0' 6 .7'''' 0'.'1214 I DRY WELL ' CLEAN SAW AND GOSPEL 36.0' - =;:.• ,.... u, (55.8) ":r oro-....K,,, r., ) , = 1A , ,r:,,, !..?, ,/(55,8) . 0 DRY WELL 9 14 ' A I it ttild, i ITc - , PROPOSED CONSTRUCTION ENTRANCE &STAGING AREA. t.,0,, o ,,,, 0 1 ro a 1, . -6,..„ (51 8.,.., , ° C° 1 Z q, LOT 12 a 4 , 1 ".t. EL. 5 3.3 z R g 0 0 . 0 t:e,R - a. i' 0 4 BEDROOM0 SYSTEM 4j- ,(/'' DRY 1 L , N, Cn 1,000 GAL. SEPTIC TANK' I q !'P.1 x DWELLINGS Z (1)EFDIAx1VDEEP LEACHING , POOL INAGE (..) ,s7.N .II _-_.-, 4,9:1 22:2 1 W/PUBLIC WATER I • 1 A I 150' I EL 55.5 I1 ASEMENT . .. 1..) I z 136_4- i 11 . , w -....JF4v!fli 54.8 S51 00 00 w , -30 , ch - EL 56.3 CD 2..i!c!!! ', 0. 20' DRAINAGE - \ 100.00' z XT. olto q- p EASEMENT 0^ ..t.g., ,,, 245.00' , 0.....0 I-I .-I L,ISI5 Iritin -,-....40 I I GUTTER DRAIN 0 0 II 0 i 1 UNDER •S51°00.00"W 5' p: ,.''.. '.i.,:gl 1 63.98' IN IHAR LANE 2 !,?' .., IR CL 54.8 .14 CL 56.3 ,6 :-(.• TO' 3.0 (THAR LANE) -.1t75 _ n EXISTING WATER LINE L.) 1 , ZONED AC 1 . NON-CONFORMNG LOT 10-22-15 FRONT 50' MIN DWELLINGS THriISUPPLY, YW REAR 60' MIN W/PUBLIC WATER LOG <S NTS WELLS, DRELLS AND CESSPOOL SHOWN ARE FROM FIELD OBSERVATIONS SIDE 20' MIN, 40'TOTAL -..mo- 150' ass- AND OR DATA OBTANINAEvDF 8ROM OTHERS AREA:59,755.73 SQ.FT. or 1.37 ACRES ELEVATION DATUMS D8 UNAUTHORIZED AL TERA DON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA DON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN TENDED TO MONUMENT THE PROPER TY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 13 CERTIFIED TO: TIMOTHY EMMETT; MAP OF: WOODBINE MANOR FIDELITY NATIONAL TITLE INSURANCE COMPANY; FLED:DEC. 15, 1986 No.8239 SITUATED AT:CUTCHOGUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design - .4„„X frft 6,10,WeCt" P.O. 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REO'D FRONT 4 REAR EXT GFCI RECEPT SHRLL BE ACCESSIBLE FROM GRADE, E87 Pa Rt Atny. Pe 17758 * (574)518-8915 cd.ul aL FILL-.Q, 08-21-15 DM REV 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC ADDITIONAL GRADE-ACCESSIBLE" EXT GFCI RECEPTS SHRLL BE PROVIDED lyyyiy -bdarn moo rm„d JIG 07-23-15 DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT RND INSTALLED BY OTHERS (BELOW THE MODULES) RT THE FRONT AND REAR WITH THE PLANS RND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH OF THE HOUSE SHOULD THE RECEPTS SHOWN NOT BE ACCESSIBLE FROM GRADE TURN KEY / EMMETT THE DEPT OF STATE, WHICH WERE FFPROVED ON 12/15/2010 UNDER SYSTEM #M1387-02-070. 5. ATTIC LIGHT REQUIRED IF SPACE IS USED FOR STORAGE OR CONTAINS EOUIPTMENTPUN REQUIRING SERVICING, PER 2008 NEC, SEC 710.70(R)(3) TO BE PROVIDED AND1 STY ELECT PLAN 516 ■■WIING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, INSTALLED ON-SITE BY OTHERS. UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, I .�! OPla 1 EM Dare JOB...-�xK TO ALTER THIS ITEM IN RNY WRY. j ' 1" DRM 6-11-15 1/4-"=V-01 32004_000 / SPOT LITE WIRE SPOT LITE WIRE -\ , • 0 ISI di iii ■ e 1. .I 6 20 • 20 - 1 c TrAFF 8 8 8 9 2o 1 MR , i ' 1 R 1 • 1 1 8 I I $ - I I _� , , , 8 1 . 8 r 1 I 1 1 I I I '...._______. • Z0 -DS — ® LES.NI, — . \ MID c 14-3Xç0143 .7.---) (:: :118 I I $ L-14-3 L----)— C I I 20 , ____:: i I . I I 3Q,20 � 1 r 1• --O 8 L---- 1 - 20 r---JI I _ q� �I 8 I Iei. 8 1 8 I .al 4 - F I • r\ /1ij5 C141' I21• 20 21 , il) X -�1) SL /I) ® III ■ i ' Op i---i D?SLv3-- -- - --6 -cw .E::j 21 • - 21 a/ 14-8 TO I i \ 21 22 I I I I !' 85M SD ©�--- I i L-- - T I 1 6 i; I ne 22 Erma I I I 22 02. ■ L-- -Wi I 1 I m (t) ---1 1 � 1 u) SL 21 � I 22 1 1 =)22 LL r J r, ®— 1 L 14-3 r _ J r1 I 21jj� 1 X X14-3 J `FY i r T I — 2 14-3 21 I I , I I �ittiiii' ® II i aI 022 22 I 4 � II . LI � L- J �cq�� I � �t7� H o . I to - I 1 ® I I I _ I 1 21 21II II . 22 22 22 ni q ! fscrp q STII I� ciI Hi fl I] it lb —J:11 IP SII • - a. _f• .- : :�'_S a , t:S , i Y_ ' `:,0ELOR CIEVa.ALM- 170K P'41.F.AttiaiefifinCte REV: is N IMARCIED NOTE: - `" PREMIERBUILDERS =TIM 1:13CLMORTICII �. °"�` :�r -_ /- ;.'• ' A Sala one OF xis r mama we "�°�' 09-14-15 DM PE APPLICABLE BUILDING CODES: - - =::' ` 557 pa Rt pa 17758 a (570M5-895 Ed...d X. m.t._. p. 08-21-15 DM REV 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC + `,- www.pram -bt microI-,mm.w 07-23-15 DM REV THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT '' - �' SERIES WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY -/ EMMETT THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM 0M1387-02-070. 09/21/15 - marl NW • 143WARNING: IT IS R VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR RNY PERSON, 2 STY ELECT PLAN 516 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, U 8 1 T ° Eft': IMI MITE S I M1 E/d�,_1�_rng and nnn TO ALTER THIS ITEM IN ANY WRY. . a _ -- -- - ---- u� =----- --_.. - line up w/ 2nd story, -- ..... - • line up w/ 2nd story -��- __- -_.-- - - ------- ---- - 1 - - straps straps - - LINE- l I J Z-7 3/4" 4'-4 1/4" 5'-6 1/2" T-2" 6'-3 1/2" J 5-0 1/2" I A 4, 47'-10 1/2" A 34'-5 1/Z' f i Hi 16'-4 1/2" I - 5, --4-i-1-19 ill [l it ' 111.- I�--11 III a - - - -I til I��l H:,----Ell loll -- - Itl C ( -- ,, ,- DW in al Double full height ceiling joist over wall. • Double LVL floor joist under wall. F— P / III • Fasten 2nd story floor rim to 1st story - fasten 1st fireplace '' double ceiling joist and double ceiling joist stud to exterior wall/ I : i — to top plate w/ LTP4 @ 12" o.c. w/#8x4" screws at I I - FASTEN TOP 1CMORD OF 12/12 Fasten bottom plate to double LVL floor 8" o.c. I I TRUSS TO EFICil GABLE"WALL STUD rr rr �� I I OF 2nd STY i 0 .1.31 x3 NAILS joist w/ 2 rows of 0.131 x3 nails at 8 O.C. FIELD INSTALLED: LINE © ' 1 I � per row staggered. w/10--10d NQS 8 is°oc I —� - — /\ /` — 24 TOTAL BAND FLOOR `� ©` ■ 2nd STY CEILING BRNDTO FASTEN BOTTOM PLATE — run endwall thru ..a iv I TO FLOOR RIM w/ 2 iv (ONE SIDE ONLY)�--" � ,-- ROWS OF��00131rn DBL JOIST riiiir- m 13 - ----- -- T' T UNDER WALL, t30 1/2" �,I� L2" Hi-H , B - 2'-9 1/2" I, 2' 4ivN.•ff ..tt luhli4IIHI .... rLINE-C fasten mateline N ,,,,,,,,%,:(>'-22-'2"----::':i/:` ';; floor rim togethersion. _ - i'}'"' - ~ � ism w/ 1/2" thru bolts at E B LINE-1 r ..,'--7, ,1`. •,� .- I 48" o.c. or 3/8"x8" J ;; ' Lags @ 32" o.c. A = STHDI4RJ' _ T LINE-2 - -• B = HDU14-on (4) 2x6 SP #2 m C = (5) LSTA18 from wall studs to double LVL ;`.,,,' tt, 2� �� ' floor joist. s '� `;_� e U U D = HHUS210-2 hanger from double LVL joist to Tg 11E0 6 ' ';1,, ; floor rim. 09/21/15 i - 1 1=1 - I.I -.- '=•1 1'=• ' - I 3M11 1.1••I I I 1••i m m11 mi imi 1 Z-7" i' 1 k 6'-9" I 1 i t 5-71/4" 5-71/4" 6-9" ,k, 2'-T I, - . - LINE-B - run endwall thru a. VEL FarmatzFrrtarc MANX., n rrae REv: NOTESEE HIGH WIND DESIGN SUMMARY S AND TOP PLATE LIMITATIONS S FOR UPLIFT, SHEAR, SLIDING. SHEATHING, CORNER STUDS / BUILT-UP COLUMN STUDPREMIERBUILDERS °RIM HWE!EDI OCINCTED '"'�'m°14Rif�' �E -4'x10' EXT WALL SHTG 2G afri MEMOa6t. a MIS me CIF Mr"xor'nc nm oar. APPLICABLE BUILDING CODES: pPa rmr ildas. i Pa 17793 • (570$98-89£ u ` I. ml `-- Ik ' 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC oma TFE PLANS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH . TURN KEY / EMMETT THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM 011387-02-070. - 2I'WPRNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR RNY PERSON, 1st STORY HIGH WIND DESIGN - la PLR' 516 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, - otix Er. lc TO ALTER THIS ITEM IN RNY WAY. ORM 09-14-15 PE 1/4"=1'-0" ' 32004_000 3'-11" 12-4„ , LINE-A 11'-5" 5'-2" Ai 3/4" 1 J B 34'-5 1/2" 1 I B—� 16'-4 1/2" i t I t / C • I;C_ - L , fasten.1stfireplace . s '1 stud to exterior wall =� w/#8x4" screws at - I/mmi.• 8" o.c. I D i _ I ,. - =CI Line 3 FLOOR ACCESS , r Line 3 — I / FOR FIELD INSTALLED L_- - strap across CTR. GIRDER BOLTS. SEE DET. *4 SHT 7a2 mateline per calcs EDGES SUPPORTED — 0 .,.. -Nr4I ,Ey ./. 1 Ci -ii, I .,., •,.41:±114 0 X ,14,4); 1 • \ — i E ,,,, - - LINE-i fasten mateline floor rim together =�–='-�— N N r;::::: -'5::1-77-..:, rim ',1�` rfl wl 1/2" thru bolts at --1 f<.;':- _ E -� '-,- 48" o.c. or 3/8"x8" a "'f _ �'����' _ A = (1) CS16 from 2nd story wallL Las 32" O.C. f fir^` ��y�'z \ B 9 @ ,, 4 studs to 1st story wall studs. Wall Line 3 Requirements: _ LINE-2 Double truss_over wall. i -,'; _ ,:,,_:4;.,;., y�lr B = (2) CS16 from 2nd story-wall Triple floor joist under wall. [j U i r.=:` ` : studs to 1st story wall studs. " Fasten double truss bottom chord to top , `\4111,-:-.., .' z>/: =l— w/ 0.131"x3" nails toed at 4" o.c. ' ' ,4-:.---- ` C = (3) LSTA18 from wall studs to plate � � triple floor joist. . Fasten bottom plate to triple floor joist w/ N D = HHUS210-3 hanger from 2 rows of 0.131"x3" nails at 8" o.c. per 09/21/15 .. - triple floor joist to floor rim. row staggeredCD in . i- F Fl 1 . B A f it, 'II 11' �1: -- - [I - - - - 11 - .11 - _ - Ih —ail, T 1 2'-7" 1 1 4'-11" i 7-4" 1 I 7'-4" i i 4'-11" - 1 2'-7' 1 kJ • LINE-B • NOTE: DIMS TO DBL HOLD-DOWN STRAPS ARE TO THE CENTER OF THE TWO STRAPS EILLastENEL atmioa2a77ac tom.Hutt TION rev: NOTF: SEE HIGH WIND DESIGN PLAN 2a & DESIGN SUMMARY SHTS FOR HIGH WIND COLUMNS, STUDS, STRAPPINGr R� f �.e,a,E®,on�c,m -4'x9' EXT WALL SHTG 2nd STORY p AAI RBUILDERSMMAITMMDMILMO MMMUMMMMTITIEN ,___ NOTE nm DM _ A SAL IS DM OR WILY Na14 DIC APPLICABLE BUILDING CODES: 587 Pa Rt ders aoAt.ca. Pa 17758 + t57oS1B-89(5787548-8915Ea•—a •S— p- 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC wwwpanterbulm mm 1 x 11-E PLANS RND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / EMMETT sums , THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM *M1387-02-070. n■WRRNING: IT IS A 'VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 2nd STORY HIGH WIND DESIGN - 2a PLR,'NW UNLLb3 HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, oe �.�K TO FUER THIS ITEM IN ANY WAY. DRM I 09-14-15 PEI 1/4"=1'-0" 32004-000_ _ 56'-0" 8'-0" 48'-0" " 3" 0 t ET1/2 16'-4 44'- r-1D 1/z' 35 1/2" LINE-A p.� Div r `j \ `� r•r I \ \ \ 1365 PLF - - - - - - - - - - >4 I I I I ^OM1 to I I I 1 - SILL PLATE TO FOUNDATION 722 PLY SLIDING RND 2" SQUARE WASHER w/ 1/2" ANCHOR a 18"oc t':;'-''C' r �€C •� 1 CONNECTION - LINE-1 & 3 0 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLD 1/8" THICK MIN. WASHER REQUIREDI I - I I I I LD � f T ,--:,/c.,"\\0‘„,, - I I I SILL PLATE TO FOUNDATION 722 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2" ANCHOR a 18"oc r. c:1,-/,-;.- 6'� I I I I CONNECTION - LINE-2 0 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED ,Ir. i tit ;I , ; I `-- -i— . 1 I I SILL PLATE TO FOUNDATION 187 PLF SLIDING RND 2" SQUARE WASHER w/ 1/2" ANCHOR a 4-2"oc 4, t -_-k','' ,- •", I I I I CONNECTION - LINE-A & C 219 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLD 1/8" THICK MIN. WASHER REQUIRED •, ,' '' i r i'.r' t=}-- i I I I I I �:y • - cm: I 1 I SILL PLATE TO FOUNDATION 187 PLF SLIDING AND 2" SQUARE WASHER w/ 1/2 ANCHOR ® 38"oc <i.;. .� I 1 I I CD I I I I I CONNECTION - LINE-B 295 PLF UPLIFT BOLT (ASSUME 1/16" OVERSIZED HOLE) 1/8" THICK MIN. WASHER REQUIRED .- r I I I I - ���'• `'rh2y- 1 I Pri I I I �� I I I Lf7 . 1 I I II m • �� � �"r L J ENEMA I I , �j I I IIS , 09/21/15 r----"� I I I I - :2'-2" t ik, I I 8'_0" I i 61_0" 6'-0" 5I_g.l 4._7.. 4,48., 7'-0" 7'-0" 7'-0" I /1 � 1/ I I/ I - CI I I 1 1 ❑ I LJ r— --1 r— --1 r— —1 r— —'I r---� " r---� r— — � I I - 'k-I r, I r, I I I I I I, I I I I I 2594 PLF I 1 I I I I .. l' I- - I O —I--- 1-- O I - -1 0 I 1-$I-- i--$--t-- - I 0—F--- - 1 O -i- - -1 I sr L r 30 1/2" 1❑ 3 1/2"1-1PI I I I I I 1 1 1 • i I I I I I 4 E1 -L----1,ID N (11 I 12,831# PL 14,506* PL I 7v 0 Fv I 9,080* PL 7,782* PL I 1 LINE-C 0; � � 1316 i i >. LINE-2 In 3 1 i LINE-1 55 NOTE: MINIMUM (2) 1J2" ANCHOR BOLTS'PER SILL PLATE I I 1.fit D8OSvD LUMBER TO EE OF mT1JRRl1_Y DIIE WttiOO OR SIIOOD THAT ISP VftRVE-TRER ED Di Rt mcz wr H RWPR UL SECTION. ANCHOR BOLT IS REQUIRED 3S' MIN - 12" i p � SFIRLL BE LISTED IN SECTION 4 UL MAX FROM EACH END OF EACH SILL PLATE SECTION. 2.ALL LUMBER THAT IS IN CONTACT WITH CO CRETE OR 7t GROUND MUST BE RFPRGNED FRESSURE- VRTIVE-AREA ED WOOD SULTFEI-E FOR CONNECTIONS FOR LISTED UPLIFT LOADS TO BE PROVIDED aGROW ONTIACT USE FL1. suFrogr cowtvis SHALL BE FFPROVE-D WOOD CF M oLFIT REsis-rnscE CR PPPROVED Fiezzam-FREsmarrvE-TREFrnEo yam. FROM MODULAR TO FOUNDATION ON-SITE BY BLDR. 4,') , 4.ALL FIELD CUT EPOS. NOTU-ES, DRILLED ED HOLES OF TTERTED WOOD SHALL BE TREATED IN 71-E FIELD IN ACCORDANCE E WITH AWPA M4. (TYr) \ 5.FLL NQS USED IN THE CONSTRUCTION OF PORCHES & SHALL BE TREADED AND MEET THE REQUIREMENTS OF ASTM F 1667. THREADED NAILS RS b I H MU IN THIS DOCUMENT DVCLUDE H1iCF� &_MNJl j OAK SHFIN0 PgD-S. WOOD SCREWS SHr'LL MEET TIE REGIME:NEWS I I OF ANSI/ASME B18.61. S BOLTS & LAG SCREWS %LL MI-E FF T �UlRF15ENT5 OF FNSI/RSME 13Ifl21. a FLASHING SHALL BE CCRRISION-REEISTRNT PIEfFL OFR NOMINL THICKNESS OF 0.019 DEES OR RN APPROVED NON-METALLIC MRTERIFL. 61.A_UMINIM SHOULD NOT BE USED IN DIRECT CONTACT 11.-1-11 LUMEER TREATED WITH PRESERVATIVES THAT ACO. CONTAIN COPPER SUCH AS AI I OR RCM 7. COPPER�BOLTTS. NRILS. NUTS. & WIENERS FOR LSE WITH FA&ERVRTIVE TREATED W000 SKAL.L BE HOT-DIPPED A1C-COATED GFLVFNIZED I I STEEL. 153,LESS alrrl . SILICON FRo3/ CRI REFPEt RLL BE 1-0T DIPPED GaLVR�n APD *-TALL MEET THE REQUIREMENTS CF - NOTFS: 1. COLUMN SPACING CAN BE ADJUSTED AS LONG AS MAX CLEAR SPAN IS NOT I I ASTM R 15% CLRS5 D FOR FASTENERS SIT DIAMETER Fr� OR CLASS C FOR FRSTEN:RS WITH DIAMETERS OVER 3/6'. EXCEEDED, COLUMNS RT POINT LOAD LOCATIONS ARE NOT MOVED, RND R I 10 a FPSTEN S 071-ER 1-AN PADS RD TIMER RIVETS S FLL 3E Mt TED TO BE OF MECYR-6CFILLY DEPOSITED ZD C-C TED STEEL WITH 1.•- , -- 1/2"x9")d2(26/28/31W) OR 1/Z"x6"X12"(24W) STEEL PLATE IS IPISTRLLED ON COLUMNS. I p �---� WEIGHTS IN FlCCOROF T H WITH ASTM B 5 . *ass 55. �rUp a ALL HARDWARE (JOIST Kia. CAST-IN I'LRCE POST AOFiURS�ERIC) SHAT BE GALVANIZED OR a gLL STAINLESS STEEL. FIRMWARE 1, 2. COLUMN LOADS SHOWN ON FOUNDATION PLAN ARE BASED ON INDICATED COLUMN I I 110T DIPPED GFLV14'I PRIOR T0-FAICRTION SI-141 MIT ASTM A 653. G-185 COATING. FARDWFW TO BE HOT DZPFED GTLVFINIZ ] Fy'FASTFR:TIaw 551-11-L MEET Asrn R121.1. SPACING SHOWN. IF COLUMNS ARE MOVED, LARDING VALUES WILL BE VOID. 10. FDF]S AND CfltrECTORS DG0SED TO $LT WATER OR LOCATED WITHIN 90D FEET OFA SALT WATER SFIORELTL`E SHALL BE '•' w,- STEEL 3. CENTER FLOOR GIRDER SHALL CONSIST OF 6-2x10 SPF*2 (26/28/31W) OR 4-2x8 SPF*2 (24W) � I GRADE 304 OR 31s - = _ MEMBERS WITH SPLICES LOCATED R MINIMUM OF 2 FEET RPRRT ON EACH MODULE � -0 m SEED FST REQUIREDBE BY iia p TY 7E. " 's 4. SEE FLOOR PLAN, FOUNDATION PLAN RND SET-UP INSTRUCTIONS FOR SECURING I I in I IFtlY - MODULES TO FOUNDATION (COLUMNS, PERIMETER & CORNER ANCHORS (IF REQUIRED)). I I I I 1 I 0 ID c - L 1 -, 1365 PLF 1 _ \ — , N O LINE-B 48'-0" NOTE: FOUNDATION SHALL BE DESIGNED BY A NYS DESIGN PROFESSIONAL WITH fj ZS MPH mow MT . El - 1-SIMPSON *STHD14RJ FOUNDATION ANCHOR KNOWLEDGE OF LOCAL SOIL CONDITIONS. THIS SAMPLE PLAN IS MEANT , �,r , rms. ,,,,,� REV:ONLY TO COMMUNICATE THE DIMENSIONAL AND LOADING INFORMATION TO B❑ - 1-SIMPSON wHDU14 FOUNDATION ANCHORS DESIGN PROFESSIONAL SO THEIR FOUNDATION DESIGN IS COORDINATED wee I. �I ,m WITH THE REQUIREMENTS OF THE MODULAR BUILDING. PREMIERBUILDERS51171111 � NOTE' "m°o` _ _ A S4II DM OF MI�k.r NOM IC APPLICABLE BUILDING CODESb87 Pa Rt Mnc7. Pa 77756 a b78�s Ed,.+a m.t--- 09-17-15 DM PE 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC NOTES: 1. THIS FOUNDATION DRAWING AND NOTES RRE FOR REVIEW ONLY. ACTUAL w,H, ors sy. m�L ¢` 09-14-15 DM PE T1-E PLANS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENTFOUNDATION DESIGN TO BE APPROVED BY A PROFESSIONAL ENGINEER WITH THE PLANS RND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH . OR REGISTERED ARCHITECT. TURN KEY / EMMETT sERDE THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM *M1387-02-070. 2. THIS DRAWING TO BE USED FOR DIMENSIONS ONLY. 3. SEE FLOOR PLAN FOR-DIMENSIONS OF UNITS & STAIR LOCATION. PURI KU ""WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, 4. SEE MASTER SERIES DWGS., SHT. NO. Sc & 4a, FOR NOTES AND DETAILS. TS. FOUNDATION LAYOUT 516 UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, 5. MAX CENTER FLOOR GIRDER SUPPORT COLUMN SPACING= 7'-7' MR Err TO ALTER THIS ITEM IN RNY WAY. DRM I 08-31-15 OBI 1/4"=11-0" 32004_000 _ -_ - _ lfriTT • \ 1lu!u11 Z _ 1-- 1 H z 4- . N \ - \ i MRH\ - - r — \CLG. _... --7- 7 40 PSF SNOW DRIFT LORD Emus ®' ` F �.■ co fV ` , N IlD \FLA. " 'd' N — \CLG. CLG \ - V / . / IV .--= Ei 0 ,,..---, 11.• o _� 1-- --� -ti r- FLR \ •Ir FLR. GRADE ACCESS BY BLDR GRADE ACCESS BY BLDR r \ . , _ _ ,........,......„._._______ ...„ _ \,....-,-.-„, ., 0 7 ! L.;11,' ‘.1-N, . 2- ^r~ly'7i „ /..,--,,,\:\ es •, FRONT ELEVATION - '•� ` i�= �4' , 1 Fr r� (�^(/�� p�F L�rypcce - ii , . - ' % ij; 9.DR/OEYFl_fAJrl-owntrit mar.aumostr a otc REV; i. ' -'.- - w 1`, PREMIERBUILDERS MOM RISME)OULDICI - 1i rubs IP&MEN EXINCTED NOTE: '.:�' -. r!x_ _<-, �" % m.E ooa,vna.ror MCI'HOY%NC 09-17-15 DM PE APPLICABLE BUILDING CODES: '_�= -f 1187 Pa Rtqe4� Atny. Pa 17758 r 0705'48-8915 ga...d LC fli .p. 09-14-15 DM PE / , www.prernkr-limrs.can m x=�.mu Jr. 08-31-15 DM DB THE PLANS AND SPECIFICATIONS,OF_ 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC RND CONSISTENT —` •J�J-1_,---,-- s� WITH THE PLANS RND SPECIFICATIONS E ASSOCIATED WITH TPERMIT SET FIRE THHE APPRRIVED OVAL ON FILE WITH TURN KEY / EMMETT THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM 4M1387-02-070. 09/21/15 PUN MW : IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, FRONT ELEVATION '-1 516 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ow Ern ,me. tK TO ALTER THIS ITEM IN ANY WRY. - NOTF_ ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES HAYES I 3-25-2015 1 1/4°=1V-0" 32004_000 __ —..� -_.t - U - .u-a.v.u.m.r.-a.... .n..e..nr.....w,. -. vrR M1. .... TIffIna iLiu s•—- Y CLG \ • - • • U■■ / / /, Li - m .� A f, A fes _ ' FLR CLG — _ 'CLG ' / �� 9 ' . e�■■ /i ' MEM ■■■ 11 MIIIIIIII o rill. ajco1.: . A A' �' N"■ FLR GRADE ACCESS BY BLDR /FLR I I ' REAR ELEVATION ,.; 12 \CLG. • in 12 co 12 — FLA. - — ♦CLG. .,..-2„.z. if ,,,,..„... ... �=`....„ ...... 5..,..:,-.,..„.:,..: - . ..-„a, . .„.. .,..,., ..., .,,.. .„,... / ....„ s , ... ,.. :,-4S .� , _ . ..__,. p..., , .. _ ,.,,,,,.. ... ., ...,..„, . . ,...: . , ,..,._,...2:_„; ,„ ` �� ti.,,,r,.. � GRADE ACCESS BY BLDR \FLA. 09/21/15 , T - LEFT ELEVATION MAO Wet BON ECTIICCIED PREMIER BUILDERS FROM IITRITEEI MEMO NOTF: a£M m:OF M CY FAMES PC rim oor APPLICABLE BUILDING CODES 1557ParRt44 �MLun Pa * 070)548-8915 Ed.1,L p9-14-15 DM PE 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC: 2008 NEC TFE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT TURN KEY / EMMETT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM *M1387-02-070. =,WARNING: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, LEFT ELEVATION -1 PUN516 ' UNLESS HE IS ACTING UNDER THE DIRECTION OF R LICENSED PROFESSIONAL ENGINEER, ours er: of same '-mow TO ALTER THIS ITEM IN RNY WRY. _- - DRM I 08-31-15 DB 1/4°=1'-0" 32004_000 H–a 12 7 F---- . , • . . • \CLG • to FLR. CLG. ,r.•.-�...„.......---,7:7-----„- - • `q -'�Az.,-, • �t; �11. .■ tO O �_ • • .-•'----. • '''.• 1 09/21/15 - i - --- FLA. I I 1 RIGHT ELEVATION ®+ NOTE. PREMIERBUILDERS FWD.MR A SAM DIX cF WET!MEI NG APPLICABLE BUILDING CODES: w5w Pa Rt44 Amar. Pa 17/58 " 6 dud 4 1W— P' 2010 RESIDENTIAL CODE CF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC maw L im,nd.R. 09-14-15 DM PE THE PLANS AND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT MREM WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / EMMETT THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM 4M1387-02-070. PLFI+ m4fFMNG: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR ANY PERSON, RIGHT ELEVATION -1 516 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, • 11.41 BT: oars same .gym.-.9ZxK TO ALTER THIS ITEM IN RNY WRY. __ DRM I 08-31-15 I 1/4°=1'-0° 32004_000 • LVL INTERCO\ NECTIOfd DETAIL n nl '.ILn, 2'III iii MPm& 6wu SPAM yy gg Ti iniiii r NN "V 2-PLY BM ]-PLY SPH +-wx FIFA If in, LLIi. • Tiom • 111a 6111kit iiiiinl WI avr,T ER a13Yr3 6t lir 601.15 Q162 5'MA65 416Z'15'NAILS FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS: 1• ', (2) 1.5" MEMBER BEAMS: ' -USE(3) ROWS OF 0.131"x3" NAILS @ 1.2" D.C. (575 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.131"x3" NAILS @ 6" 0.C. (1,150 PLF MAX. UNIFORM LOAD) 0.13f..r=so r64LRER5) (2) 1.75" MEMBER BEAMS: 0.13r .T NA65(WT 1d°'M) -USE (3) ROWS OF 0.162"x3:5" NAILS @ 12" O.C. (845 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.162"x3.5" NAILS @ 6" 0.0. (1,690 PLF MAX UNIFORM LOAD) s (3) 1.5," MEMBER BEAMS: -USE (3) ROWS OF 0.131"x3" NAILS @ 12" O.C. (431 PLF MAX. UNIFORM LOAD) -USE (3) ROWS OF 0.131"x3" NAILS @ 6" 0.C. (863 PLF MAX. UNIFORM LOAD) BUILT UP COLUMN -USE (3) ROWS. OF 0.131"x3" NAILS-@ 4" Q.C. (1,294 PLF MAX. UNIFORM LOAD) FASTENING (3) 1.75" MEMBER BEAMS: -USE (3) ROWS OF 0.162"x3.5" NAILS @ 12" O.C. (635 PLF MAX. .EJNIFORM LOAD) -USE (3):ROWS OF 0.162 x3.5" NAILS @ 6" 0.C. (1,270 PLF MAX. UNIFORM LOAD) (4) 1.5" OR 1.75" MEMBER BEAMS: -USE (2) ROWS OF 1/2".BOLTS @ 12"- O.C. (580 PLF MAX. UNIFORM LOAD) • -USE (3) ROWS OF 1/2" BOLTS @ 12" O.C. (870 PLF MAX_ UNIFORM LOAD) NOTES: -VALUES APPLY TO COMMON A307 BOLTS. BOLT HOLES MUST BE THE SAME DIAMETER AS NE THE BOLTS. WASHERS MUST BE USED UNDER THE BOLT HEADS AND NUTS. _ -THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM. ---'==-'" -7" WIDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY. THEY MUST BE •_.` Ni yam~ LOADED FROM BOTH SIDES AND/OR TOP LOADED. /'-''., - I :- • ": -LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS USILU ABOVE. `-t :�'�. •`. .---4-\ l5= t: ji 09/21/15 x.o VEL au tuRaF rmre Paif.Farn-warritne REV.: I ailii SEENOVaT MAO IRIE WEN ECM= 'NOTF_ PREMIER BUILDERS =FM DOCIJIMITSII rico.MIL A SAM MC OF MICY HOT[;NC APPLICABLE BUILDING CODES: 1587 Pa Rt Mtny. Pa 17758 • 457015/6-895 g4,...14 Ma-.p.. 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC: 2008 NEC wwwfr arhimmuum THE PLANS AND SPECIFICATIONS OF THE PERMIT SET ARE DERIVED FROM AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / EMMETT axm THE DEPT OF STATE, WHICH WEREFrFROVED ON 12/15/2010 UNDER SYSTEM 2M1387-02-070. P tdQ' =WARNING IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR RNY PERSON, LVL INTERCONNECTION DETAIL 516 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, DUN 611 �Ptree roe. K TO ALTER THIS ITEM IN ANY WAY. _ FIRM I 09-14-1S PEI 1/4"=1'-0" 32004-000 _ 2003/200.6 IRC CHART - 20.10 RCNYS CHART PER TABLE R301.21.2 FASTENER SPACING WIND-BORNE DEBRIS OPENING PROTECTION OPTIONS- • - FASTENER • 1. PRE-ENGINEERED WINDOW/DOOR PROTECTORS MAY BE INSTALLED ON-SITE BY PANEL SPAN a<PANEL SPAN 6'<PANEL SPAN / TSE <_0R=4 <DR=G <oR=s' OTHERS. (MUST MEET ALL STATE &LOCAL CODE REQUIREMENTS) 2. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND MAX_PANEL NO. 6 SCREWS 16° 12' 9' SPAN OF,8' SHALL BE PERMI I ILD FOR OPENING PROTEC11ON IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT SO THAT THEY SHALL.BE ATTACHED' NO. 8 SCREWS 16° 16' .12" TO -11-1E FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE 2OT2 IRC CHART GLAZED OPENING: PANEL ATTACHMENTS SHALL BE DESIGNED TO RESIST THE 2009/20I2 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE FASTENER SPACING PROVISIONS OF ASCE 7. ATTACHMENT IS PERMN I U.) ACCORDING TO FASTENING FASTENER PANEL SPAN 4'<PANEL SPAN 6'<PANEL SPAN USTED ON.THIS PAGE FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 33' OR LESS TYPE <OR=4' <OR=5 <OR=8' • WHERE WIND SPEEDS DO NOT EXCEED I-3/MPH. NO. 8-SCREWS 16° 10" 8' 1. FASTENERS SHALL BE INSTALLED ON OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL — 2. FASTENERS SHAD,-BE LOCATED A MIN OF 1'FROM THE EDGE OF THE PANEL 3. FASTENERS SNAIL BE LONG ENOUGH TO PENETRATE THROUGH THE ECTERIOR WALL COVERING A MIN OF 1.75'INTO WOOD WALL FRAMING A MIN OF 1.25'INTO CONCRETE BLOCK OR CONCRETE;OR INTO SIttL FRAMING BY AT LEAST THREE THREADS.FASTENERS SHALL BE LOCATED A MIN OF 2.5'FROM HE EDGE-OF CONCRETE BLOCK OR.CONCRETE. 1x3 FRAME BOARD. 4: 'WHA SCREWS.ARE ATTACHED-10 MASONRY OR ASONRY/SiUCCD.THEY SHALL BE INSIDE DIMENSION TO BE LARGER THAN ATTAA�UTILIZING 4D08G VIBRATION-RESISTANT ANCHORS HAVING A MIN WITHDRAWAL ' OUTSIDE DIMENSION OF THE WINDOW FRAME. • AND FASTENED TO SOLID FRAMING MEMBER BEHIND SIDING. `'i II :� i'OSB MIN. . \\\]; ,400••••••••07 6•,,,....N...-- l.f �� . �z. - �.i' - WIND BORNE DEBRIS PROTECTION DETAIL II - .A-4110 16 - 09/21/15 TJIA � FRGUSTELDR/DEVELFBIU TH MFRNITF.IURRIZN1mse rev: PREMIER BUILDERS F11011 MIMED 131D161 NOTE: A SAtM Tx6 OF MI CY NOES NC "m ease APPLICABLE BUILDING CODES: Pe '14 Pe 17758 s b74154B-8915 .— .0 Ind,....9+ 2010 RESIDENTIAL CODE OF NEW YORK STATE; 2010 NYS ECCC; 2008 NEC MAW "m"CC Jr. THE PLANS RND SPECIFICATIONS OF THE PERMIT SET RRE DERIVED FROM AND CONSISTENT WITH THE PLRNS AND SPECIFICATIONS ASSOCIATED WITH THE APPROVAL ON FILE WITH TURN KEY / EMMETT THE DEPT OF STATE, WHICH WERE APPROVED ON 12/15/2010 UNDER SYSTEM WM1387-02-070. ■6WRRNI G: IT IS A VIOLATION OF THE NYS EDUCATION LAW ARTICLE 145 FOR RNY PERSON, WINDBORNE DEBRIS PROTECTION FUN.516 UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, DM eY DFITT-s a .�oes-,�zE TO ALTER THIS ITEM IN RNY WAY. DRM 09-14-15 PE 1/4-"=1:-On 32004_000 JOB PRE 32004 JOB PRE-32004 - - SHEET NO. 1 OF 44 SHEET NO. 2 OF 44 David E. Billingsley, PE CALCULATED BY DB DATE 9/2/2015 CALCULATED BY DB DATE 9/2/2015 CHECKED BY DATE i 217 East Main Street•Middleburg,PA 17842 CHECKED BY DATE Phone(570)837-0577•FAX(570)837-0585 - - Design Criteria T N.Eq Listed connections to foundation/piling system must be reviewed by the foundation/piling design engineer. 120 MPH 3 SECOND GUST ti;, -` will A� Design Criteria Cont. t--.77'4,5)- `. - Foundation/piling engineer must verify the listed connections are appropriate with scutal foundation/piling I`. f. s system. Foundation/piling engineer may specify alternate connections that meet the required loads. _ i` A 4 Warning: It is a violation of the NYS Education Law Article 145 for any person unless he is acting �`} — 2 3 under the direction of a licensed Professional Engineer, to alter this item in any way. , 5,, ; Location: _ x - Floor Diaphragm Aspect Ratio '"AV �' • -D&•2 f— - - Length of side (Li)(house width) = .27.5: ft. tiy .NY;-_ - _t _ _ Length of side (L2)(house length) = -56 ft. 2.r -1t20mpf Ezp.C_oir less=�-- ' - _ -• : ' -1- ` eiv. _ 09/21/15 's� :al: ;- �;., �=-mss =_ a s F0 C} L2 & L1 - ' ,.17�T,.t = < 3 :1 • E7K Building Description: . _ ,51- 11.; Max Mean Roof Height= _-25 ft. 1P.1z----:,` Exposed Foundation Height= 1. -ft. Residential` Two=Story _ - ;t � ,.=r—=,, .fji - ModulatWood-Frariie---Co.nsffuctioi __ - 11_oma\ lc^; 1 Roof Framing Span (Horizontal Projection) = _13.75 ft. eal Codes: 6 ,; r Roof Framing Spacing = 15 in. o.c. d 2010'New York Residential Code _ 09/21/15 Roof Overhang Length = ` 1^ ft. 2005 NQS`-' — — ASCE 7-05 - Roof Slope= "72& 12/12 • Building Importance Category: II . Seismic Criteria - Roof Diaphragm Aspect Ratio Length of side (L1)(width) = c Seismic Design Category (SDC) B '� '�ft. Short period design spectral response acceleration (SDS) 0.32 Length of side (L2)(length) _ =::56= `ft. Seismic Importance Factor "•�E`fl0 Roof/Ceiling Assembly Dead Load= ,'-1:5 "- psf ---- - — Basic Wind Speed - Roof Framing Type= , = --•-. _Truss:; ,..7.- - Vasd = 120:, mph =T : `= 'HM:585820 & P968101 Exposure.= WW1 D#' J= _ _ Wind Exposure Adjustment Factor= 1,711,3_52:71 _ _ Wind Importance Factor _Q. '_: Mage_{Jp►ift atrM-Otiaige Wa14;=-r �_ 571-_- lbs per truss '� 383 lbs per truss L___ Snow Load _ - �Maz.U�lifF,atSidewall�Wall_a;��=� _ Ground Snow Load = 35 psf - Snow Importance Factor =1,Q0 JOB PRE-32004 SHEET NO 3 OF 44 CALCULATED BY DB - DATE 9/2/2015 . CHECKED BY DATE ' _ Design Criteria Cont. _ 1st Story Loadbearing Wall Height = =`-9 ft. 2nd Story Loadbearing Wall Height= 8' -.ft Wall Stud Specifications = ::2x6: Wall Stud Spacing = _ -16 -_in. o.c. Shearwall Segment Aspect Ratio ;-;•,-,-,...,,,-1v 1st Story Shearwall Height= ti-E--44,51_,ft. 2nd Story Shearwall Height= 1} y ft- _ OSB-PLY GYP 1st Story Minimum Shearwall Length = H /3.5 = ft• H /1.5 = 64e, ft. 2nd Story Minimum Shearwall Length= H 13.5= ?` 'ft. H /1.5 = ft. 1st Story Wall Length Available for Full Height Sheathing Bline_1= 23.00.ft. Lline_A -311,00 -ft. Bline_2 10.58. ft. Lline_B .2300'-ft 1st Story Maximum Unrestrained Opening Height Hline_1t - 84 '.. in. Hline A , 84'__.in. -Hline 2 - 66 in. Hline B ±_-84 `iin. � � _ _ 2nd Story Wall Length Available for Full Height Sheathing :1 �-� 4E; Lline_A -32.15__ft. 4,----i- ;� i:,� _ ''F _``a Bline 1: 27.50 ft. _ Bline_2 10.58- ft. Lline_B 2.9:66; ft. '-`p- f x P"r 2nd Story Maximum Unrestrained Opening Height ,1. - `.. ---;"-2---'''' — i Hline 1: -0' in. Hline_A ___66 in. '' ; '� '' .� 06- 50 . Hline_2_ -66, in. Hline_B -`66' -in. 4��`� , pt-'`/ - `tis` Yer - - - -- -- 09/21/15 JO6 PRE-32004 - JOB PRE-32004 SHEET NO 38A OF 44 SHEET NO 38 OF 44 CALCULATED BY DB DATE 9/2/2015 - CALCULATED BY DB DATE 9/2/2015 CHECKED BY DATE ' -CHECKED BY DATE Design Summary Design Summary . - - Location Force Connection Fasteners Required Reference - Location . Connection Wall Force Spacing Reference Roof Truss to 2nd Story Wall Simpson Strong-Tie MTS18 (6) 0 148inx1.5in nails each 7/16"OSB/PLY overlap line_A ' 287 plf ,6 in o.c. 287 plf ' Sheet 5 Stud Connection 2 rows of 0.131'5:2.5"Nails @ 16 in o.c. 2nd StoryWall line B 287plf _ 6 in o.c. Stud to 2nd Story 6 Floor Band Ni' ,�,4 ' .,,��.�'�i, Connection 7/16"OSB/PLY overlap line_1 120 plf 6 in o.c. it 4,7-' ., 'tet 7"-"`�•"' 2 rows of 0.131"x2 5"Nails 17ii r ;,�:k line_2 0 plf 6 in o.c. I , � ii i };_�--�_.; w�3 7/16"OSB/PLY overlap line_A 210 plf 6 in o.c. ? b-,-i, n ,. ° ,' '' O 2 rows of 0.131"x2.5"Nails , ,ik_} �£=��' v 2nd Story Floor line_B 210 plf 6 in o.c. fi �., 'c825Q - O Band to 1st Story 6 +' E - v 'z . Ceiling Band 4r O Connection 7/16"OSB/PLY overlap line_1 120 plf 6 in o.c. N A c� ti 2 rows of 0.131'5(2.5"Nails 09/21/15 'Q line_2 0 plf 6 in o.c. N7/16"OSB/PLY overlap line_A 210 plf 6 in o.c. L • _ 2 rows of 0 131'5(2.5"Nails N 1st Story Ceiling line_B 210 plf 6 in o.c. 0 _ . Band to 1st Story - 6 O Wall Stud • aConnection 7/16"OSB/PLY overlap line_1 120 plf 6 in o.c. 0 2 rows of 0.131'5(2.5"Nails O U line_2 0 Of .6 in o.c. at fl. Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails =0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. a I . - ^'�`�-0__c • 09/21/15 Note: 8d nails=0.131"x 2.5", 10d nails = 0.148"x 3" & 16d nails =0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. - --- JOB PRE-32004 JOB PRE-32004 SHEET NO. 38B OF 44 SHEET NO 38C OF 44 CALCULATED BY DB DATE 9/2/2015CALCULATED BY DB DATE 9/2/2015 ' CHECKED BY DATE CHECKED BY DATE Design SummaryDesign Summary - Location Force Connection Fasteners Required Reference • Location Connection Wall Force Spacing Reference Roof Truss to 2nd Story Wall Simpson Strong-Tie LSTA12 (10)0.148"x2.5"nails • Stud Connection 343 plf (5 each end of strap) Sheet 11 7/16"OSB/PLY overlap floor line_A&C- 346 plf 6 in D.C. • @ 16 in o.c. rim joist min.3" • 1st Story Wall line •B 495 plf 4 in D.C. • Stud to Floor 0.131 in x 2-1/2in nails 6A = - Band Connection line Band &3 0 c plf 6 in o.c. Use 2 rows of fasteners along • ;,, bottom edge of panel "- ' ,;r-� S � d line_2 0 plf 6 in o.c. ,),C.'-,_:,!".:,. z. . 3A, :s line_A&C 346 plf 3 in o.c. f" �+ ,�' - U 7/16"OSB/PLY overlap sill li -��' ~ z y • •..••= s T,ii plate 1.5" _ • _ is line_B 495 plf 3 in o.c. N _, }1� -t-_-_,...::.!,.. s4 I Floor Band to Sill Sheet 7al _%�`` De 5:z1,.,>"tif Plate Connection 0.131in x 2-1/2in nails - �" .11,13. •;:e:1" * �� Use 1 row of fasteners along line_1 &3 0 plf 3 in o.c. y " v bottom edge of panel • _ - line_2 0 plf 3 in o.c. 0 09/21/15 U) c o c' a) c - c • . o Note: 8d nails=0131"x2.5", 10d nails= 0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted _ 0 An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. 4,_.4:-..__.--L.- .`.. :_—_,-,k., '�'1. r—'t-3 z --1-- t_ • Li • IV--- i ;'tJ,--4-f, itII r3 - . -,` ,_- '1--ter` •`-,4 _ • <Wit`•-, a,-6-25,,.:, • I , two_14,,4 -- .r - , . 09/21/15 Note: 8d nails =0.131"x 2.5", 10d nails = 0.148"x 3" & 16d nails =0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than`C. - JOB PRE-32004 JOB PRE-32004 SHEET NO 38D OF 44 SHEET NO 39 OF 44 - ---- 1�� CALCULATED BY DB DATE 9/2/2015 CALCULATED BY DB DATE 9/2/2015 -- r '-`4. ---1/1" ��` i.�Uri: � - �'r� CHECKED BY DATE CHECKED BY DATE Design Summary ir i--- 1.4.,:,,,,,L,-,..-, i , Location -Fare Y Aonnection Fasteners Required Reference Design Summary (con'd) -::-...\ ._.,./../ ' Location - Force _ Exterior Panel Interior Panel Reference W.'�, *. f 7/16"OSB W/0.131"x2.5"nails @ �0, =a� 2nd Story Wall-line_1 / • 1 - 120 plf 6"o.c.panel edge&12"o.c.field Sheet 18 Perforated nailing(exterior) 09/21115 7/16" OSB w/0.131"x2.5"nails @ 2nd Story Wall-line_2 ' � 0 313 plf 4"o.c.panel edge&12"o.c.field ' a A,� t<< Sheat 18 Simpson Strong-Tie LSTA12 10 0.148inx2.5in nails nailing(exterior) �rt1;-). -0,•::Z% 2nd Story Wall Stud to 2nd P 9- ( ) 11A Segmented , - . _ za 283 plf (5 each end of strap) - Story Floor Band Connection c^ y "'- e: J ,_ 32 in o.c. 2nd Story Wall-line A 7/16"OSB w/0.131"x2.5"nails @ /first ,` 93 plf 6"o.c,panel edge&12"o.c.field 1^q. _„fes"{s-=�=�_ S11eeiii8 nailing(exterior) 14 ' __'` a'l I- ; `i Perforated k_• - _ • 7/16"OSB w/0.131"x2.5"nails @ ;� ��` =y 2nd Story Wall line_B '�; `� 08.6-2.--az a j t i 8 103 plf 6"o.c.panel edge&12' o.c.field � iv?'-'-' -•ree to 2nd Story Floor Band to 1st Simpson Strong-Tie LSTA15 (12)0.148inx2.Sin rails nailing(exterior) �` P 11A �+ Perforated �" Story Ceiling Band Connection 567 plf 76 (6 each end of strap) 25 -+�� (One Side Only) 16 in O.C. a) 09/21/15 . 2 a - as 7/16"OSB w/0.131"x2.5"nails @ 4 1st Story Wall-line 1 584 plf 3"o.c.panel edge&12"o.c.field 18B • to _ (exterior) O1st Story Ceiling Band to 1st Simpson Strong-Tie LSTA12 (10)0.148imx.5in nails, 11 B Segmented nailing 283 plf each end of strap) ' Story Wall Stud Connection (5 32 in o.c. ca7/16" Story Wall-line 2 7/16"OSB w/0.131"x2.5"nails @ 7/16"OSB w/0.131"x2.5"nails @ C) 1240 plf 3"o.c.panel edge&12"o.c.field 3"o.c.panel edge&12"o.c.field 18B C C Segmented nailing(exterior) nailing(interior) U ' 4t, 1st Story Wall-line A 7/16"OSB w/0.131"x2.5"nails @ Q • — 219 plf 4"o.c.panel edge&12"o.c.field 18B Perforated nailing(exterior) • 1st Story Wall line B 7/16"OSB w/0.131"x2.5"nails @ —• 295 plf 3"o.c.panel edge&12"o.c.field 18B Perforated nailing(exterior) 1st Story Wall Stud to Floor Simpson Strong-Tie LSTA12 (10)0.148"X2.5"nails• 116- Girder Connection 283 plf 5 each end of strap) - - @32inoc. - Note: 8d nails=0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails =0.131"x 3.25" unless otherwise noted - -An equal or better connection device may be substituted for any connection device listed. Staples and - Toe-Nails may not be used in Seismic Zones worse than.C. - ` - Floor Girder to Foundation 224 plf Fasten on-site for listed load 11B Connection Gable wall studs at roof level must be same,size, species and grade as wall below. They must also An equal or-better connection device may be substituted for any connection device listed. Staples and be sheathed and fastened the same as wall below. Toe-Nails may not be used in Seismic Zones worse than C. - - JOB' PRE-32004 JOB PRE-32004 SHEET NO 39A OF 44 SHEET NO 40 OF 44 CALCULATED BY ' DB DATE 9/2/2015 CALCULATED BY DB DATE 9/2/2015 , CHECKED BY DATE CHECKED BY DATE Design Summary (con'd) Design Summary (con'd) Note: Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered Location Force Exterior Panel Interior Panel 'Reference of 0131"x3" Nails at faRTE in o.c. • 2nd Story Wall-line_3 7/16"OSB wi 0.131"x2-s"nails @ _ Location Force Connection Fasteners Required Reference 331 plf 6"o.c.panel edge&12"o.c.field - 18A • 2nd Story Module to 1st Story Perforated nailing(exterior) _ Module-line_1 (1) p g_ 427 lb Simpson Strong-Tie CS16 (22) 10d nails ea strap Sheet 21 strap f c-: t tie j '� VT--`3 2nd Story Module to 1st Story r= / :r: K ^� =. Module line_2 Simpson CS16 � �r= 2403 lb (2) p Strong-Tie (22) 10d nails ea strap Sheet 21 - r=. rstraps = ` e i ` 2nd Story Module to 1st Story - rFh7� ,f='L ;;; `p„,,, ` drM` � •Nv4 line_A Dead Load of Structure is ;�`�"r'„k- _ 'L� OK Sufficient to Resist Overturning r,' --, ; `� qtr\t 21 >, liv Load ;` i ;_: =' {i-••11 E 09/21/15 \'!.;&:,:\ :i ' :-.I., N 2nd Story Module to 1st Story _ ma y i ;#,a*y _ Dead Load of Structure is .Q v25' f IA v Module-,line B Q @ ,C = OK Sufficient to Resist Overturning �1,1�� heet 21 i4. 7/16"OSB w/0.131"x2.5"nails O _ • Load •E 1st Story Wall-]ine_3 _. 101 plf 6"o.c.panel edge&12"o.c.field 18C U _ - - _ --- ,- : _ -. ___- g Se ented nailing(exterior) - 1st Story Module to Foundation 09/21/15 c cn •- -line Simpson Strong-Tie 1/2 in min concrete cover and _. _ _ 5103 Ib STHD14RJ (30) 16d sinkers, locate 1.5in 21B from corner nails @ l : 0 7/16"OSB w/0 131"x2.5" 1st Story Module to Foundation 1st Story Wall-line_C _ (1)Simpson FiDU14-SDS2.5 (36) SDS 1/4"x2.5"screws into 278 plf 6"c.c.panel edge&12"o.c.field • 18C -line 2 13413 lb installed on (4)2x6 SYP#2 stud column&1"threaded rod 21B Perforated nailing(exterior) _ Studs-Use Heavy Hex Head w/10"min embed in 28"min Nut-2500psi min concrete wide footing 1st Story Module to Foundation - -line_A Simpson Strong Tie 1/2 in min concrete cover and _ -_ _ 593 lb STHD14RJ (30) 16d sinkers,-locate 1.5in 21B _ = _ _ from corner -I 1st Story,Module to Foundation - -line- Simpson• Simpson Strong Tie 1/2 in min concrete cover and _ _ - . - _ _- - 1936 lb STHD14RJ (30) 16d sinkers, locate 1 5in 21B Note: 8d nails =0.131"x 2.5", 10d nails = 0.148"x 3"& 16d nails =0.131"x 3.25" unless otherwise noted __- from corner An equal or better connection device may be substituted for any connection device listed. Staples and I Toe-Nails may not be used in Seismic Zones worse than C. Note: 8d nails=0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails =0.131"x 3.25" unless otherwise noted n Gable wall studs at roof level must be same, size, species and grade as wall below. They must also An equal or better connection device may be substituted for any connection device listed. Staples and be sheathed and fastened the same as wall below. Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32004 JOB PRE-32004 ' SHEET NO 40A OF 44 SHEET NO 41 OF 44 CALCULATED BY DB DATE 9/2/2015 CALCULATED BY DB DATE 9/2/2015 CHECKED BY DATE CHECKED BY DATE _ _ Design Summary (con'd) Design Summary (con'd) • An equal or better connection device maybe substituted for any connection device listed. Staples and • Note: Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered Toe-Nails may not be used in Seismic Zones worse than C. -q' All fasteners into sill plate must be corrosion resistant. of 0.131"x3" Nails at >8 `={,ino.c. Location Force Connection Fasteners Required Reference Location Force Connection Fasteners Required Reference 2nd Story Module to 1st Story 0.131"x 3"toenails. Module-line_3 (2)Simpson Strong Tie CS16 Roof to Wall Plate Connection 158 lb 2 23 _ _ 2548 lb straps (22) 10d nails ea strap 21A _ • •• 0:131"x 3.0"Nails in End- - - Top Plate to Studs&Bottom 158 lb Grain. NA 23A Plate to Studs - 2 per stud 1 a � ';� 0.131"x 3.0"Nails - , . 3�C t'-` fps,' Bottom Plate to Floor 118 plf NA 23A i'`" y ,t t s .-1-1- 13 in o.c. -At - "' f. r ='+ Wit '��� Ahr7.3 6 toradah, U) :-/..,--1., -,- :-: • VI' ' I-y i - •IF 1- o 09/21/15 c: " - 0 re-,.-, ,t',�, 11. i/ 1st Story Module to Foundation O O • - 1/2 in min concrete cover and 0 -•,...:.:A.....,,_,� s t', _ -line_3 Simpson Strong-Tie ,_ OK (30) 16d sinkers, locate 1.5in 21C 01 + STHDI4RJ C ,� - _ ._ ,- -• from corner : . -__ __ CO - 09/21/15 O Simpson Strong-Tie LTP4 . 2nd Story to 1st Story 557 plf ' @ 12 in OC (12)0.131 in x 1 1/2in nails 26 • Connection-line_1 &line_2 ' - - 0.131"x 3"toenails. 1st Story, Module to Foundation 2nd Story to 1st-Story - -line_C Simpson Strong-Tie 1/2 in min concrete cover and Connection-line_A&line_B 121 plf @ 6 in OC N/A 25 - _ _ - 2498 lb STHDI4RJ (30) 16d sinkers, locate 1.5in 21C - from corner - _ _ _ -- _ ' Simpson Strong-Tie LTP4 - , - _ • 1st Story to Sill Plate 722 plf @gin OC (12) 0.131 in x 1 1/2in nails 26 Connection-line_1, 2&3 —-- 0.131"x 3"toenails. . ` _ _-- _ - ,' i I 1st Story to Sill Plate 187 plf @ 6 in OC N/A 25A Connection line A, B&C Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x.3" & 16d nails =0.131"x 3.25" unless otherwise noted . An equal or better connection device may be substituted for any connection device listed. Staples and Note: 8d nails = 0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted Toe-Nails may not be used in Seismic Zones worse than C. - JOB PRE-32004 �",f a'�-' _;:�' JOB PRE-32004 SHEET NO. 42 OF 44 li ii k r` _% .� LLuV.., SHEET NO 43 OF 44 CALCULATED BY DB DATE 9/2/2015 ii,_ '' _ -_-:,.!:1.i,_ —‘ II r i CALCULATED BY DB DATE 9/2/2015 CHECKED BYDATE t.•',7)�_` i •' L,tj - ....,= __ CHECKED BY DATE ; q1 ,k ilk- ,Y ; ,� Jf tire o • Design Summary -,;:iii—,._„1.3F:21-2 i , ? Design Summary (con'd) Locati••� 'r Sheathing Connection Reference - `� ��`'� MAIN ROOF. 09/21/15 159 Of ) . 0.113'5x2"nails at 6"o c.panel edge nailing and 12"o.c.field Location Force Connection Fasteners Required Reference Roof Sheathing 7/16" OSB (Unblocked) nailing - Sheet 29 OVERHANGS: 0.131"x 3.0"Nails toed CI Shear Truss Bottom Chord or Ceiling Z3B C 6 in o.c. edge &field Joist to Endwall Top Plate 281 plf 0.131"x2.5"nails at , o Sh53 Walleathing plf @ 4 in OC .c 7/16" OSB 6"o.c. panel edge nailing and Sheet 33 • • to 12"o.c. field nailing Non Shear Wall Suction ,42'51-... . )'- 236 plf 0.113"x2"nails at 6"o.c. panel �g�}f .,:;,',5._-x -"''ftpr>'`P Floor Sheathing 5/8in OSB (Unblocked) edge fastening and 12"o.c. Sheet 31 pal { '- � �/ _a..r A field fastening ;,. •- ';;, c, Shear :oma Y " y � Location Connection Reference .o'er.; _-2t..-:,-.....•Ir .F-'. .- i / "''?d' U) ;'-s,, t "-rt i j< C _. t 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end &(2) O Sheet 36 { .'- s• Ridge Connection"6" 0.131"x3.0" nails toed A V C ! 270 C. O 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end & (2) Sheet 36 _ 09/21/15 N Flip Connection 5' 0.131"x3.0" nails toed _ co U co o) Kneewall Connection"9" H8&(2) 0.131"x3.0" nails toed Sheet 36 N 2nd Floor Endwall Mateline- N . To Plate to To Plate/Ceilin (22)0.148in x 2.5in nails each N P P g 2317 lb 2 Simpson LSTA30 Straps NA i Rim to Ceiling Rim across strap •117 Mateline Location Force Connection Fasteners Required Reference 2nd Floor Endwall Mateline- (22)0.148in x 2.5in nails each Floor Rim to Floor Rim across 2317 lb 2 Simpson LSTA30 Straps NA 722 plf sliding g 2"square washer'w/1/2"Anchor @ 18 in OC strap Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) 27 Mateline and N Connection-line_1 &3 1st Floor Endwall Mateline- oO 0 plf uplift 1/8in thick min.washer required 22 0.148in x 2.5in nails each Top Plate to Top Plate/Ceiling (22) NA v 722 plf sliding 2"square washer w/1/2"Anchor 4592 lb 3 Simpson LSTA30 Straps- Rim to Ceiling Rim across strap @ 18 in OC Sill Plate to Foundation and Bolt(Assume 1/16"oversized hole) 27A Mateline C Connection-line_2 • - o 0 plf uplift 1/8in thick min.washer required 1st Floor Endwall Mateline (22)0.148in x 2.5in nails each U • Floor Rim to Floor Rim across 4592 lb 3 Simpson LSTA30 Straps NA C 187 plf sliding 2"square washer w/1/2"Anchpr • strapO Sill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 42 in OC 27B Mateline :r✓ and . Connection-line_A•&C 1 -0 - 219 plf uplift 1/8in thick min-washer required• C Note: 8d nails=0.131"x 2.5", 10d nails= 0.148"x 3" 8,46d nails=0.131"x 3.25" unless otherwise noted = 187 plf sliding 7. square washer w/1/2"Anchor USill Plate to Foundation Bolt(Assume 1/16"oversized hole) @ 38 in OC , An equal or better connection device may be substituted for any connection device listed. Staples and and 27C , Connection-line_B ,. Toe-Nails may not be used in Seismic Zones worse than C. 295 plf uplift 1/8in thick mm.washer required 8d nails =0.131"x 2.5", 10d nails =0.148"x 3"& 16d nails=0.131"x 3.25"unless otherwise noted - An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB PRE-32004 JOB PRE-32004 SHEET NO 44 OF 44 SHEET NO. 43 OF 44 - ' CALCULATED BY DB DATE 9/2/2015 CALCULATED BY DB DATE 9/2/2015 CHECKED BY DATE CHECKED BY DATE Design Summary (con'd) ,-;;;:\ t-_, I Design Summary (con'd) ( -ft,', -' - ._.- T . t ---Y..--..•• E. '1::2:V\ '--;:"`i .14,- ' ,� 09/21/15 Location Force Member Sizes Splice Conn. If Req. Reference Location Connection Reference - 2nd Floor Double 2x6 Top ops Plate-No . to 7724 lb Sheet Sheet 19 c 1 1/4"x 20 ga steel strap w/(7) 0.131x2.5" nails each end, A34 truss to 36A Endwalls Ridge Connection 5 „ " rail each side &(5) 0.131"x3.0" nails toed rail to rail per bay. au - 2nd Floor Double 2x6 Top Plate-With Stagger 2 rows of @ _ Splices& 8 in oc o 0.131"x 3.0"Nails Sheet 19 U 1534 Ib Sidewalls o - CO Kneewall Connection"11&12" H8 or LTS12 - 36A 1st Floor Double 2x6 Top Plate-No - Splices O. N 15306 lb - Sheet 19 'a Endwalls Double 2x10 Perimeter Rail- _ y- s No Splices _ E • 1st Floor Double 2x6 TopPlate-With Stagger 2 rows of ' ' F' Slices& @ 8 in oc Splices 0.131"x 3.0"Nails crs 2951 lb Sheet 19 .`c Sidewalls Double 2x10 Perimeter Rail- Stagger 2 rows of @8inoc 77.7-7-,-� With Splices& 0.131"x 3.0"Nails k "s,-t; L _ r-S--J ; is y il '-'SaoMi'. ati :'iY `,t -J> d �. 09/21/15L , Minimum Lumber Grade and Species is SPF#3 Unless Noted Otherwise • Minimum Splice Length is 4 ft 8d nails=0.131"x 2.5", 10d nails=0.148"x 3" & 16d nails =0.131"x 3.25" unless otherwise noted 8d nails-0.131"x 2.5", 10d nails =0.148"x 3" & 16d nails=0.131"x 3.25"unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and An equal or better connection device may be substituted for any connection device listed_ Staples and Toe-Nails may not be used in Seismic Zones worse than C. Toe-Nails may not be used in Seismic Zones worse than C. FIELD NOTES 20-0-71111 FORDO%LENGTH L LR LLGHFs{F:�RE 91JPPED LCOS FAR FIELD STFLIATICtI 87 BUILDER•. 20-0'1101 MALMO LOtGTH 1P-0'AM LQ3D7 CF MLOUiES 2 SIDIIT,FOR ENDS IS SOPPED LOON FOR �T,.LOtO1TI ,,,,,,as DETFllAT1Ri BY WILIER. 10-0'M01 LQ*iTH O`"ACMES 6L=T1'YAK LENGTH OF Y7Yx lFS 4257 12573.1.z. , 4?SI 4257 1�,,an a MO NI1H OPT. 3 57 OOPS,STAIR",t*7 L7RAIL5,GtIITFRS.OO' DUTS. ti+'-0"MX LENGTH OF YADUFS 1 N rr v w•><ra l f!D H.00XS FRE Fi-I?T ADD iTIST7YLE0 �T.i,,,.,,.r,,.0 ___. I I ;11 1 7CL.-0.FLC: 1PB11LfA't7t iN RAE MTH SifiTERt�WCRL14171 6 S Wf7H .____ 1ttt tar CPT.(iE '1 .____ tDTE 3 ii`aa . 11 `; ___-___ 1 4. 11111)015 R CPTI FtD IhsTalm BY rr ❑ tI1 .el ❑ t yr wa , ` iii^ r BUILDER.•111- 1 1 FH`1II_7 R00'S ll t l , 11 1, SThELf6TILOt!CFSIDIIS,00THFRDHDREAR A•D_ ,..J_, ' '`_�� " t F�iLSIDDGFC¢R�LP�PE�R�ULE�YgF35.S4PPiD LOOSEFCR ''• ___; L.J� J t; ► -rnw�ae�hr}r Ilt ;; MCVCC‘Ioma+ _�xIC! - T-0'f t01 ;, ❑,`• t' tL FIELD 6FfiD ItSTFLLFJ BTt07 WILDER_ BUI1�EKTION STOD>:,SI.PPLIEO + u ;� D ,r / U / .•- I-' ItI; HQL FREfi 70irca Q1TH'lI , " nIIt ; Y 1 ../ / ILII _ Itt MatK l+�s1 R\ 11 Y�O•v'o\Ln1C - • 1 '1 b� r 1 f>d.T.CLOSET / 1 1 ,ve,acr a omr :Tr MIIL t_.___,11227E 1 't '1 7_ TERHIIATI04 FEtG1fi CF t1E1FL LHIY�E'f5 FIF1 n iii !PM wnHR\ / 1�'-� II „ 1l 11 111! 33'' I // tl 11 ,,,,mi•2)I 11'8 ,/- 'I FO(kEST Pl7Q�a T1£T PA`�5 Tj4a1 Tt'E RL70F{Tdl £ BATH ,J OP7 OIIIItS,ROO'1 ."I 1 `` 1, j1 LO CBEDROOH 1 1, !'1 11 '1 A7 LEFLSC Z tOC3 lE rcir 0 o I•i r / NOTE•3 .. CPT.FR^11LY ROOM !• T-0'71!71 ]• }22TE MIN FREFL 70 SF a ,, 4._11. ��// I t t i - ✓� 11 11 B. IF CFRAGE15 SFECIFIED,DOOR Fla FLOOR PRE lTE • ;• ,__k__t r Ieu ("k _ / _i w> ___. AM FRIER 70"f - 11``•:. �� ' g❑ +72 Il " tiLJ.�•• ii/� .-__.l BUS-CTR'"I¢StYt5t0AITY. RIDGE • �- ❑ L J ISiCkE17 A !a\❑ io II 3 11 - -� In,1>a �``` i____` a 13 --r, Il 1� 9: ELOLHICfR GFhERPL TDTESSOWED LI:CL FOR F-7ELOt,OTESITT 3h.. ¢ ILI y If • X. ❑ NJTE+22 o T-0'MAL , __ `^ i`\,, ;' NOTE JI'o z'' tJDTE•9 O t t - o b ID !IRS RrP.HNI 1I ss ` r19 ` rr .11 rrr 11 11 ; E NOTE. b ' 'a 10 �T I t I s 1 1 1 1 1 t1 Im 1: II1111 1 1 1 1 ! '1CI 11„ t7FILITY „ NOTE . 4z, 1 1 1 1 1�,; _ �' FLOOR PLAN NOTES st ss �p __ .TE•5 ,i t�TE'� - ] ,1 1 tr£1 1 ! 1 1 1 - l l 11 1 -_'� •11 1 1' a.. 11 t 1 1 1 1 1 1 1l 1 SEE NOTE•Z7 ��_� 11 1 i 1 1 1 i^, .� It 1 F-I U L LfAD085l E p35 P PRE II E{ROH THOSE u 1 i 1 1 1 t I I 1 1 t t' 1l 51-112.01ODI Eli 3s PROVIDED Ln+ru•YFMIl-RTIC.! 1 FLT ^ 't I L ,I 1227E•14 „ T-0`MII1 c, 6 EORESS RECUIF.EMENTS FRE MT. • ��I i!STAIRS ' ' 1 1 IU, ❑ i i T-0• 1 ' 1 i 11 11 20-0'PAX 2 WINCOW5 WILL FE RIMED TO PROVIDE 1u LTCKi d 4Z 7,-g•MII{ *� is 1 1 1 . t 14 1, I ,I ii ll 11 YQITIlATICtt{S ROOM S]ZES CtWLT:.. t 1 r t�_"_` L.ClDIi R�'1, t 1 t •I FA`1O..Y RCM z 1 r +1 1 l 3 SEE SHF tie FCR FLTERI+ATE KITCHEN&BATH LAYOUTS. o I li i' I 1 it n '� _ _ , M1r FREFi.' 1 I 1 Df72 • at _-__�, 1 4_ WINDOW FRE AYALACiE ISI MOST HAWS LCCATE0 LYN 1 r + 1477E•2.° i�---': • I, BEORCCI'1 v, 1 r J I 1 t T-P MOL EX7ERf0R 1NF4_LS - L I _ 1 MAL FRER 70 rx :; 1 t rr t� " • i i t 1,07E•14 1 m 11 11 1 "-I 7}� I t -l I 1T-S`'RING 1 I t t' t t 1 W S Y�F�QF2R7AL�5 pW{{Flp1pESS WIT EXCEED TFYTSE r��Wt!AI s it 11_ _i 1 FOYER mit VARIES I WITH 1410111 .• CRT.DINING ROOM .. t t i 7-0'MAL 1I BEDROOM i' o CFLQJI.ATICN L RID'_. - 57t - �SROOY ��� i(_-`_i i OF UNIT F 70 WINDOW RII.00ATEO IF 'i �� i i • till,.fRER 711 SF i Z S. FF1LLL ROOF PITCFES Ei7M1/+l FRE 5/12 UNLESS O77-ER1.7`. Hz a i F�fV1ILT �IWIENI •' 1, It II NATER Z j OP'i LS PRO'/ICED 11 T-D'MDL I1 1 WINS ���� DIM VARIES 4NTJF1 WIDTH CF MIT i i: 10 1 t / IIIt :t 7_ EEE SM if FiYR71ABLE DI 11057 U¢75, 0 0 7101 AREA 70 OR 150 SF ; a ----' II .. __ d • I - p1 F4i�2A1L5 BY BUILDER • B. ADOCRCC 15 FLU-.3/4 AR 1/2 E4ITT6 MAY 45.FO(:EO I FOR ST IR ETA LS,FEE 1 457 4257 CPT DRFSSItYG RTL ACCICTWITHIN AL UNIT t1TT1I1CR. ROOM T1-E MA FE FREES. t FOR STAIR DFURETAILSSsr,SEE SHT 4a i i t 4257 4157 LIGHT,VENT FM EGRESS FOR FF32TF8ES �a I t ., RS SiX01 CC!ORA1t0..S. OPT.BEDROOM StEtL BE COMPLIED WITH _-_ ' LZL'f�MAY hRr IFFSt IS.AND/OR FD,AOOTIn Q.T..OEI! 9. PELL YAY BE LOCATED IN FRONT Qt kWL NMI F 4257 4257 ❑ =-L•-- 4`7775 pT EFZi OR Bl)T11 QTS P.',p S[CI:S OOPEN FOYER-.SEE 1.07E•2E 4257 457 Mips YAY g CF YfRYI��hLG WIDTTS .8 YRS„rroD OPT.HABITABLE A 711 10.THIS WALL PAT BE DAD ttU OR E)CIFT19ED TO FORM 5TlA'2Y a`D Yates ROTATME ID 90�71,9MIN0.N FiLLY'AY. FIRST FLOOR PLAN r, I aL, 15 Gym 11. SNJTTER'FRE rnrla� 710 E EFR OF YE SJIS=4 12 FORA-FEELS l Aa DATA PLATE LOCATIONS:gE Y> t DF Ai ss=9 SECOND FLOOR PLAN FL NOTES FF -MITI PL •7 ' C �` , SEE SHEET 30. GEnEFflL NOTES 2 NOTES 1119 d =17 Fat CROSS IECrlas F 4)FLTER•S1TE CONSTRUCTION LEIAILS. 13 FM.-SHTS 3.1 RR 3o. S WI 7 t22TE5. SCALE:1/4'1'0 SEE Suis 75797y 7Y 7k_1,7�7m 711 70,ee,ev,ed SEE SHEET 3b, GE1,ERp1_ NOTES - 2,NOTES .13 S=17 SEE SCALE`1/4•=1'-0' IL TO E2 MRAY FAYE 7-6- a CLO MTH CR PAT FE OFEN t FOR 9/12 CR 12!12 ROOF OPT.SEE ST{r 79 15 IFFER I.EYcl YAY!£Sc7 FL�iF7j_)ATH LO'ER CR t _ 12 1 DYc.3- Lv,'ER UQL 1,'F �1 ww--�i FLCO.R&C 12 IG.11 ttY'EL`R OF WLtiD0175`J"�llt1 WILL YFRT WITH I '�7 2 /aa�7.Sor12 t BOIYIDL�F�yLF�FL0r02 FFL 1 I 17YLA YE'TBLT%T L R 7�1 LPPtR THIS FRES a ; • as rt T11"9ER CF P.ISERS CFti•lF,RT IB. E 4'f7ALIZO' VD[fL_SIDING 2557.11.OTHER ; r Q.T.DCRirER. I OSYS7 1 SYALL BE SEPARATED FROtI � 5 OItSS FILE AYf SEE SIG- 1 r,.. . .L.,B7 3/4 1-10.8 ClaISTRUCTIO`7 ` 1 1 Be CP.Bel t____ / E SECTION 3781 T1ROI.C4i 30922 i i TE.21.`ff SII'0.RAi1l>'1 i7H.L TO BE KPdIOo i� SEE 1117E all CL4 • • N.R'SFR Cr RISERS CRI SPRY MEM 1----____H FOR EXTRA TRLES/RAF0ER REO(2511 5ETSE CN LOWER I� �- I/ ROOF�cno:vs 1111E To SNOW ADT, A ,iglyFLOOR PLAN NOTES CONT. 1 I r S`.1Y.7 can-5cC7IQt CF TI£CF n I cTOSIS PA".LF1_ T7-E 1RO7H m W11052 TR£RO+AT A - if POINT.- YORE ISE 12 AY.tES 19. ATTIC ACCESS T2Y30'. N"RLCt 7F£SICE 10-ERE ilE TREADS 211. IWi EGRAL C 7GES SEE PAGE 9c1&9c1 FOR ZP E. - _ J 1/11/0-41 7KY1 f s r'52 TT£t1IIOYtC1 PPGE 9.-5 F tm1'!. - WIDTH OF f1&Y TRE S.9-Z�L 1227 BE 2r. S L S CUSPED WITH N 45 EMFIRE IDI NOE TATE+17 LESS TI-I�!6 110-ES. DOCK ASSEMBLY EQUIPPED WITH A SELF-CD:5M -__ __. NOTE•20 1225 FOP.NTS DEVICE. i CPESBT,GS 111 `'CEILING FLR PAY CfLY TIE DSTFLLED IF YQLTIIFL SEPARATION IS MAINTAINED'FETUSES 711-1E RE-WM.1:E&GARAGE CL& --- 22. 1TT 115 0* BE FKR OR FLUE MIS EE FIR'ESICIIL OR FCR ORFm PFS Corporation __ r- ALTERNATE STAIRS AT CEILINGS.VE 1745E P.EOLESTEO BY A�FOR --- SCALE: 1/4=1'-0' ELLE PLOT 1575E 1101 2'CI1:FRSTED TO O 521111d.ES �!l� O • • ,-. zi n Darr gA��vtchmm m OW at SITE Northeast Region i r PLIK'80Fi CCN ECTIRS 8f'am rue 24. FOR OPTIMAL E7-EYRTTI1S,�E Str ZE1. APPROVED (1�jED X N01 WIDTH FOR 571401[MUM 15 3.0'. �f°i l-RO v - / / _ 20. FGR CPTICt3L.0.05LT CCN, ,;,...DIS SEE Nil Bi H �y DO z - 117-0'MT. 27, T OPTION TS !FIFA ONLY/IF H nCt Ra u p - 3 FIR. , FIELD NOTE IS WATER FE.9151 ACCE.'a.119.15 IRC&NO �} I I !n T T . T--I 4257 4257 u' ND F Y,5 IN TFE FLOOR CIR WEIS LOCATED TN SROOF 5-11..L NOT J/26/15 EXCEED TW LYE 021 FEET CR 50 PERCENT OF T-E LEAST FLOOR OR ROOF R CWELat 23 21)00-2C42 NTA! IRC 1115-EA FT, 111E TO- CONTAIN O - - FRONT ELEVATION SCALE: 1/4=1'0 S ES H01 70 S MIIOYUU4.Mat 1 FAMILY ROOM 2019 1 FILL 115171125 500215 10 22 70 SO 12 _ 12 Ti' .DQ! ��4,5.7.9cr12 `R� 4.5.7.9ort2 1 -t73or12 �� - ------, - //� kA (��r 3-S (fR ;j 1[,.1��,^^.`+GUST_ I I, `I f `1 I i ___ i 1 --- `I -- O-y _ T' CBB} _! erC�rbFr,,r Ed''i^ aa' I + v I 1 1 MX cwtrD EvtR Yes.F55 Sur Lail L Y.ml F WIDTH. " r MASTER SERIES _ , , :_; , `-' - kr-t-LWT.E SECTIO!4-4 WITHIN THE LAX PPMFL. _1:170-E4 • 0 1� TWO STORY MODELS c OPT_BATH I - FLOOR PLAN, ELEVATIONS & NOTES - -I t MUNCY HOMES. INC. , on i I ; 1•' 1567 PR ROUTE 442 . . ' PI RN W/TVP. OPT. OFFSET MUNCY, PR 17756 R>=A2 Fl EVRTTON I FFT SIDE Fl FYRTI(Ty RIGHT SIDE FLFYflTTON SEE St{T 2E_1 FOR OPT_ ELEVATIONS DRN BY DRTE SCRLE REV. SH T. NO. V8=P-0' SCFIE:118`=1'-D' 51111515 1.11:E 4j_ 3-22-91 SHOWN 1-30-2015 1 2} 02\ZI ELECTRIC CIRCUIT SCHEDULE SEE NOTES =7 AND=8 DOOR SCHEDULE WINDOW SCHEDULE WINDOW SCHEDULE S.F. MAX FUR EGRESS MATERIAL SHGC IDENT NO U VRL LIGHT VENT TYPE MAX FLR. EGRESS MATERIAL SHGC No DESCRIPTION WIRE SCR POLE No SEE U VALUE GLR7TNG MRTERIRL FINISH TYPE (DENT NO U VRL LIGHT VENT TYPE RRER SF CLR SF RRER SF CLR SF • 1 (HCI SMALL APPLIANCE 12-2 W/G 20 RMP SINGLE EXTERIOR DOORS-ALL GLASS TO BE SAFETY GLAZING ANDERSEN ANDERSEN SILVER LINE SERIES 2 GFCI • • ' • 1 36563' 020 - STEEL PTD I BIAnK 2257 035 I 496 102 OH F774 - (40-VINYL 9H-OH 91-OH SH-OH SH-CH • 2e GFCI SMALL APPLIANCE(OPT) ' 1A 027 067 ' • I 2 LITE 3037 0.35 446 258 DM 5575 WO-VINO_ 2255 031 5.93- 543 281 -307 OH-OH 7025 - 6758 vDNTI 2b GFCI SMALL APPLIANCE favi) • • 113 " 035 550 • - I 9 LITE 3449 035 748 471 DH 93.50 - (RVINTt 3037 031 533 - 495 243 -25 SH-SI 6a75- 6188 VINYL 3 GEM ILLUK RHO OPT HWBS TOE HTR- 14-2 11/0 15 RMP IC ' 035 Bbl • I 15 LITE 3465 EGRESS 035 1048 588 DH 13100 59 40-VANTL D1f0.29 3449 0.31 859- 81]9 4112 -427 SFDH 10050- 10113 VDNTL 4 GFCI BRTH(S) 12-2 W/G 20 AMP ID 36'.80' 027 1.70 35 NY BLANK W/1 SIDELS(E 3476 EGRESS 01272 713 OH 15900 71 ND-VINYL 3837 031 705-6.63 321 -342 SR-OH 8(125 - 8258 - VINYL 411 GFCI WHIRLPOOL TUB(OPT) • 1E 027 237 2 LITE W/1 SIDELITE 3857 EGRESS 035 10.31 573 OH 128.88 57 LID-VD4V. 4237 031 791- 747 35 -162 SH-OH 9000 - 9338 - VINYL 4b GFCI ADDITIONAL BATHS (OPT) • ' • IF 035 710 9 LITE W/1 SIDELINE 3869 EGRESS 035 1229 573 OH 14325 57 OO-VINYL 3565 EGRESS 1131 1.19 - 1155 5.81 - 613 SH-DH 14525 -14438 55 -61 VO4TL + 4c GFCI RDDITIONRL BATHS (OPD • ' • 10 36180' a2/ 140 ' - I BLANK 11/2 SITFt TES 4257 EGRESS 035 1154 641 OH 14550 64 (40-67Ntt _ 3659 EGRESS 031 _ 1205 - 1144 571 -602 SROH 14275 - 14300 57 -65 00.771.S GENERAL ILLUMINATION 14-2 W/G 15 RMP • 1H • 027 457 2 LITE W/2 SIDELTIES 2936 034 520 450 C574NT 6550 - LO-VINYL 4257 EGRESS 0.31 1302- 1241 616 -646 S REH 15450- 15513 62-65 VINYL OH=032 9 LITE W/2 SIDELTIE5 2960 EGRESS 034 920 640 CSMNT U.550 78 LO-VTOL 3 6 L • 0$ 890 _ 7 - 1J 36'.63 075 - BLANK(LASS C a HOUR) 5760 EGRESS 034 1830 1670 CSMNT 22675 78 W-v04TL CS=030 2548 032 5.41 - 446 CSMNT 67E3 - VOOt O - • 8 • - • 2 3ZZ1W- 0) - BLANK 11460 tL.1ctOS 034 3550 - 3340 CSMNT 45750 75 WO-VIW(L PIC-032 2936 032 4.76 415 CSMNT 5950 VINYL _9 RANGE 8-3 W/G 40 AMP DOUBLE 25 • 0.27 SN 2 LITE 9557 035 2584 604 PICT-DM 151.00 - WD-VINYL 2950 EGRESS 032 8.4 8.35 CSMNT 10650 8.4 v0NTt p1 WATER FETTER 10-2 W/G 25 AMP • 2D • 035 550 9 LITE 9855 034 2150 950 CSMNT-BOW 24200 - W0-VINYL 29602 EGRESS 032 1733 1712 CSMNT 21663 85 VDNTL - 11 WASHER (OPT) SEE NOTE=4 12-2 W/G 2D AMP SINGLE 2C 035 661 15 LITE ANDERSEN - 200 SERIES 3436 032 489 35 CSMNT 6113 - VINYt SEE DRYER(OPT)SNOTES p4 6 e6 10-3 W/G 30 RMP DOUBLE 2D • (1.21) _ KK BLA CLASS'C a HOUR) 2430 030 458 255 Di SLID - HO-VINYL 9759/9859 31-31 30.78- 29-70 724 -7.78 PICT-Si-DH 18100 -135_50 - VINYL A �L(P NO =6 COOKTT OEUr LIor crr.s 10-3 W/G 30 RMP ' 3 7x.60' 038 3900 FRENCH 3449 EGRESS 035 1125 646 DH 14063 65 WD-VINE 029 9508 31-31 27103 759 BST-0H 17725 v0NYL NoT =6 SINGLE WR..L OVEN torT DI LIEU of Ix1•Q 12-3 W/G 20 RMP • 4 3F/36-.80' 020 - DOUBLE 3-0•DJSILRTED 33050 E(Kttun 0 10.52 659 DH _ 13L50 61 WO- 62 VDTL 933232 2738 1134 CSMNT-BOW -L 22675 VINYL 14 RLI DOUBLE WALL OVEN toPT TN rrr„or OXT191 8-3 W/G 40 RMP " s 691(13 0.95 2530 WOOD VVNTL SLIDING GLASS MW NEW YORK ENERGY NOTES NOTE =6 15 DISHWASHER(OPT) 14-2 W/G 15 RMP SINGLE 6 72.80' 036 3000 SLIDING GLASS - 2757 032 `+1 33 - DH 6375 u0-vDYtTYPE 16 GARBAGE DISPOSAL(OPT) 61 72030' 029 319 VINYL VINYL SLIDING GLASS(SILVER LEND 3037 032 3.7 22 OH 4625 - LA-VINYL L COMPUTE THERMAL ENVELOPE PROVIDED I SECTION ONRN1M14 - THE E5ch OF HEAT 51-ALL BE DEMONSTRATED BY COMPUTER SOFTWARE AS IN NU1.0141-NTS RET�check 17 MICROWAVE(OPT) 62 72.30 034 2614 VINYL VINYL SLIDING Gl-R.5.5(VIWINCO) 3449 032- 7S 43 DH 9375 1.0-VINYL 2 NT5 RESchock CL.CLRTIONS SHALL,BE PROVIDED TO THE RUTHORITT HAVING JURISDICTION BUILDER OR RETAIL CUSTOMER HAS OPTION OF USING REScheck TO DETERMINE ENERGY COMPLIANCE 1B TRASH COMPACTOR (OPT) 14-2 W/G 15 RIP SINGLE 511 961E 036 44.91 WOOD VINYL I SLIDING GLASS 3465 EGRESS 032 10S 59 OH 13250 59 lA-tONY. OFFa36 3. iNFILTRRTIOK WINDOWS AND DOORS R WINDOWS-3(.Fri PER SOURCE FOOT OF L/ AREA 19 RROCN SYSTEM ATTIC FAN(OPT) 14-2 W/G 15 RMP SINGLE 7 60'.80' 5.M 1840 SWINGING PATIO 3476 EGRESS 032 129 72 OH 15L25 72 WD-VINYL B.SLIDER DOORS-3 CFM PER SCIRRE FOOT OFOFDOOR DDR RRER 20 GENERAL IILLUMINATION•or amzrzo r.Feu • • 5 72.8E 095 2390 • 3857 EGRESS 032 la4 .5.8 DH 13000 Si I+0-VINTL C.SWINGING DOORS-5 CFM PER SOL FOOT OF DOOR RRER • 4. FOR CRAWL SPACE.HEATED OR UNHEATED BASEMEN,FLOORS AND/OR FOUNDATION WALLS SHALL BE INSULATED IN 23 - BA 3869 EGRESS 032 13D 72 DH 16250 72 WD-VDYL ACCORANCE WITH THE ENERGT CODE BY FIELD CONTRACTOR FIELD CONTRACTOR HRS THE OPTION OF PURCHRSING a • - 4257 EGRESS 032 117 65 DH 14675 65 W0-VONTl FLOOR INSULATION FROM A SOURCE OTY R THAN THE MODULAR HOME MANUFRCTURER 5 HNRC EOUIPMENT SHSiLL COMPLY WITH SECTION M140L3.WATER HEATERS SHALL COMPLY WITH SECTION P2801 23 . . . . I 3037 031 43 45 CSMNT 5675 NO-VINE 6 HVAC AND WATER HEATING.PIPING AND DUCTS SHALL BE INSULATED AS REQUIRED IN SECTIONS N1103.3. NU034. 1010321 24 • • II 3061 EGRESS 031 85 7.9 CS/WT 10625 79 WD-vDtL -7. WATER HEATERS WITH VERTICAL PIPE RISERS SHALL HAVE R HEAT TRAP D BOTH THE INLET AND OUTLET OF THE 25 • • - • INTERIOR DOORS 5861 EGRESS 1131 175 155 CSIINT 21250 79 WD•'DYL C5-1133 WATER HERTER UNLESS THE WATER HEATER HTS AN INTEGRAL TARP OR I5 PART OFR CIRCULATING STSLtWL 6 THERMOSTATS TO CONTROL HEATING SHALL BE CAPABLE OF BEING SET FROM A MINIMUM OF 55 TO BS F 26 • • • 9 18180' - - WOOD PRE-FI SWINGING • 11461 EGRESS 031 I 340 316 CSMNT 42500 79 WO-VEIL AT LEAST ONE TH RMOSTRT OF THE PROGRAMRBLE TYPE (TO BE USED IN THE LARGEST HEAT ZON• )SHALL BE PROVIDED FOR EACH SEPARATE DWELLING LEST ELCT) FOR NON-ELECTRIC 15)115.ALL THERMOSTATS SHALL BE PROGRABABLE TYPE 27 - 10 24180 - • • 9458 031 252 62 PICT-OH 155.00 - W0-VINiL a FIREPLACES SHALL HAVE PROVISIONS FOR OUTSIDE AIR FOR COMBUSTION AND DRMPERS NOT TD EXCEED 20 CFM OR 28 11 �,� - - - 9855 0.31 280 120 fSMNT-BOW 32¢DO ND-VOTE TIGHT FITTING DAMPERS AND GLASS DOSS.GELS FIREPLACES SHALL HAVE RUTOHATIC IGNITION. • 101 THE BUILDING ENVELOPE SHALL 8E DURABLY SEALED R•D RIR LERKRGE ItSIil O'51024(TO LIMIT INFILTRATION 29 • 12 32'.133 - - CENTURY SPECIALTY - (TABLE N1102421 THE SEALING METHODS BETWEEN OI SI-ViLL ALLOW FOR AL 30 FIRE SPRINKLER PUMP(()P7) 10-3 W/G 25 AMP DOUBLE 12 34•.80' - - • • I 2424 I 057 I 222 1 - I OCTAGON I - I I C1i1 I THESE FOLLOWING SHALL BE WUL.IOD.G 57.0 ELI,W�ERTHERSTRIPPEDOCR OTHERWSE N CONTRACTION. WITH RN 31 SIR 13314 ER OPn 14-2 W/G 15 AMP SINGLE 13 36'.30' - - • 7D RIR BALRIETR MATERLSUITABLE FILM SOLID MRTFRIRL: L ALL JOINTS SEAMS RNID PENETRATIO NS. 32 CONDENHY9OR OPT) 10-2 W/G 30 RHP DOUBLE 14 43'.30' - - B-PRSS SJOER 2424 31 271 - OCT-(DED - - VINYL 037 2 SITE-GUILT 110NDOW5.DOORS AND SKYLIGHTS. 3 OPENINGS BETWEEN WIN0014 AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JRMBS AND FRAMING 33 FUP.NFCE-FACTORY IN-STRUM(OPT) 14-2 W/G 15 RMP SINGLE 15 24.BM - - 13I-FOLD 2424 34 2.25 219 OCT-OPER 2813 - . VINYL 028 4.UTILITY PENETRATIONS 34 FIJTd•1fiCE-300))INSTALLED(OPT) (2-2 W/G 21)AMP SINGLE 16 30183 - - - • SKYLIGHTS Sa KNEE WALLS -- DROPPED CEILINGS OR CHASES ADJACENT TO THE iFHcRFiRL FUNVELPE 35 RIR CONIDITOFR(OPD 12-2 W/G 2D HMP DOUBLE 17 36•.83 - - 2222 55-39 264 - SKYLIGHT - 7 AND ��ON A GARAGE FROM CONDITIONED SPACES - B SO TAS AND SFOWEXTEEDRR WALLS. 83 RESERVED 18 48163 - - • 2230 55-39 372 - SKYLIGHT - - CLAD 3 COMMON WALLS BETWEENDWEI_LIG UNITS- . - 37 RESERVED 19 60133 - - • 2246 55-39 559 - SKYLIGHT I - - RE10ESSED LIGHTING ano OTHERSFDCIJRES TSTCF A II Fl)IN THE BUILDING THERMAL ENVELOPE SHALL BE IC-RATED. BEA TNG RSTH 1283 MARK AID BE SEALED TO LIMIT RIR LERKRGE BETWEEN CONDITIONED AND 38 RESERVED ZO 72183 - - UNCONDITIONED SPACES IN RCCORDR00F WITH SECTIO N¢10245 39 RESERVED 21 48133 - - WOOD/MIRROR BY-PASS SLICER VIWINCOOF • 40 RESERVED 22 24553 - - WOOD • POCKET MAK FLS. EGRESS 11 DUCTSINSULLO E DUCTS SHALL COMPLY WITHENVELOPE SECTION Nll0321 IDEM.No. U VRL LIGHT VENT TLPE MAT SHGC DUCTS LOCATED OUTSIDE THE BUOYING SF6LL BE INSULATED ON SITE BY BUILDER AREA SF CLR- SF Al DUCTS SHALL BE SEA-01 JOINTS RID SEAMS SHALL COMPLY WITH SECTION Ml®L3L 41 RESERVED 23 301 - - • DUCTS SI-PLL BE SUPPORTED EVERY ID FEET IN ACCORDANCE 117TH SECTION M160122 OR • - HH1 ELECTRIC FEAT - 12-2 W/G 20 AMP DOUBLE 24 48183 - - • FRENCH SH-OH 5H-OH 5H-CH 5H-OH SH-ON THE MRNLFRCTLRERS INSTALLATION INSTRUCTID4.45 14-2 - • - • 25 _ 69180• - - I 2060 030-029 425- 414 238-231 SH-DH 5313-5L75 = VD1L RDE FILTERS SHALL BE PROVIDED D IA THE MEANS TAN RIR C1NG A THE HVAC S SHRL SBE PROVIDE R THER FOR BRANC'IIJG AIR AID LITTER SYSTEMS hi-3 - - • 26 72.83 - _ I • 3037 030-029 435-419 229-221 SH-CH 5438-5238 VINYL TESTED FOR DUCT-TIGHTNESS PER N110322 • I 12 FRAME WALLS.FLOORS RND CEILINGS NOT VENTILATED TO RLLOW MOISTURE TO ESCAPE SHALL BE PROVIDED LITH • H-4 • - - • 27 48183 - - DOUBLE 3449 030-079 73 -711 3112-3.73 S-DH 9125-8858 1 SH�.2B RN APPROVED VAPOR RETARDER HAVING R MPoOMUM PERM RATING OF LL THE VAPOR RETRRCER 6NRLL BE i+3 •m RED.. .,.o 28 69183 - - I ' 3837 030-029 595-5-73 307-298 SH-0H 7438-7163 - VINYL TSTRLLED ON THE WARM-IN-WINTER SIDE OF INSULATION Dt-128 13 MATERIALS RNO EQUIPMENT S-ALL EE INSTALLED IN R(DORDANCF WITH THE MANUFACTURER'S INSTALLATION FFS 29 7218(7' - - • I 4060 EGRESS 030-079 1143- 1119 594 -5132 SH-DH 14268-13958 59-55 vDr1 MATERIALS AND 14.MANUFACTURER EMRNJALS FOR OUIPMENT ANLL INSTALLED FEAFEATING. COOLING AND WATER HEATINGBE IDENTIFIED SD COMPLIFINCE CRN BE EDUIPMENT 3WLL BE PROVIDED FI-7 • DOORS AND WINDOWS MAY HAVE SUBSTITUTE MANIFRCTURERS, BUT SiRLL COMPLY WITH THE 3565 EGRESS 030-029 1llS-1094 584- 573 SH-OH- 13938-13675 58-57 VIN'(L LS RIGID FORM TSLLRTION. WHERE SPEC FI D.SHALL HAVE A MIN.AGED R-VALUE OF 50 AT 75 MEAN TEMP.PER LAYER 1 ` • • DOORSAPPLDABLE ENERGT CODE.STRUCTURAL RND EGRESS REOLOR NTS - 16 FOR ATTIC SPACES WITH FIXEDSTAIRS RNID REMRIING UNCONDITIONED SPACE,THE FOLLOWING OPTIONS SHELL APPLY: R-THE BUILDER MAT ENCLOSE THE STAIRS ON LEVEL WOO-ON THE ATTIC SPACE THE WALLS SURROUNDING THE 3036 029 4.72 343 CSMNT 5950 viral_ STAIRS STALL BE INSILRTD)AND PROTECTED WITH R VAPOR BARRIER. FT FCTRTOAY NOTES Fl FFTRTCAl NITFS(DINT! THE BUILDER 51-IRLL BE RLS ONSMIE FOR SUPPLYING Al MATERI4LS 3060 EGRESS 029 86 624 CSMNT 10750 62 VTOL B-THE FACTORY MAY ENCLOSE THE STAIRS ON LEVEL BENEATH RTTIC SPICE L WHEN CIRCLETS REDUIRED WDLL NOT FIT IN A SINGLE PANEL BOX. R SUB-F® SHALL BE 17 2008-2011 NEC-GFCI PROTECTION IS REPO W/I A 6 FT RADIUS FROM THE EDGE OF ALL WALLS SURROLAOING THE STAIRS SHALL BE INSULATED RNID PROTECTED WITH A VAPOR BARRIER REWIRED SEE SHT 601 SINKS EXCLUDING THE KITCHEN SDK" 5650 EGRESS 029 15.71 110 CSMNT 10538 61 VINYL CS- 25 17.FOR BASEMENTS REMAINING UNCONDITIONED SPACES.THE BUILDER SHALL ENCLOSE THE BASEMENT STAIRS 2 LAUNDRY CIRCUITS RRE STANDARD IN CRAWL SPACE LAOTS_ 16 2014 NEC -GFCI PROTECTION IS REOD WIT A 6 FT RADIUS FROM THE EDGE OF ALL 8460 EGRESS 029 23.57 165 CSMNT 294.63 61 VINYL PIC-30 THE WALLS SURROUNDING TI-E BASEMENT STAIRS SHALL BE INSULATED AND PROTECTED WITH A VAPOR BRRRff . 3. OPTIONAL CEILING LUTES OR FAN LITES MAY REPLACE SWITCHED RECEPTACLES. CEILING SINKS. THE DISHWRStER MUST GFCI PROTECTED. THE BUILDER I5 RESPONSIBLE FOR SUPPLYING ALL MATERIALS. FAN L1TE3 F1RY REPLRCE rEA TG LITES PROVIDED THE LIGHT IS SWITCH-WIRED 13 2008-2014 NEC -SWITCHED RECEPTACLES MUST HAVE ONLY 1-OUTLET OF THE RECEPTACLE BASEMENT WALLS ASSOCIATED WITH CONDITIONED BR5FIMENP'SHALL BE INSULATED FROM TIE TOP OF THE BASEMENT DIDFPEJ•IDENTLT OF THE FRN MOTOR SWITCHED TO OURIPT FOR A•REDMRED-RECEPTACLE FOR RECEPTACLE SPACING _ IB NOTE OHVMITTED 4 CIRCUIT SCHEDULE REFLECTS ELECTRIC RPPLIRNCE5.WHEN ARS APPLIANCES REE USED- REDUIRED BY CODE "9250 x30-029 5.46-2519 619 - 603 PIC-S-oH 1 154.75 -150.75 VINO_ 13 R ERMANEM LUN D-It-ATE SHALL BE POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PANEL AFTER THE THE WIRE.BREAKER RNID PCIS PARRMti112 USED SHALL BE THE SAME AS FOR R GENERAL 20.2008 NEC- BRLCONIES.FORD-UES. AND DECKS OVER 20 50 FT SHALL BE PROVIDED 14I111 BUILDING IS COMPLLItU RND READT FOR OCCIPRNCT THE CERTIFICATE SHALL BE COMPLLIEli BY THE BUILDER ILLUMINATION CIRCUIT OR MANUFACTURER'S INSTA CATION INSTRUCTIONS RN OAUTD0OR RECEPTACLE 20U NEC'ALL•BALCONIES.PERCES. ANO DECKS SHALL BE SH=SINGLE-HUNG, OH=OOUELE-FLA`O.CSMNT=CASEMENT.PICT=PICTURE OR REGISTERED DESIGN PROFESSIONAL RESPONSES"FOR THE COMPLETION OF THE WILDING 5 SEE DRAWING 38 FOR ADDITIONAL ELECTRICAL NOTES PROVIDED WITH RN OUTDOOR RECEPTACLE 7014 NEC THE REDUIRED RECEPT DOES NOT NUMBER RT LEFT INDICATES SINGLE-I-PING VALUES, NUMBER AT RIGHT INDICATES DOUBLEH-UNG VALUES. THE CERTIFICATE SHALL LST TEE PREDOMINANT R-VALUES OF D15LLATIO INSTALLED IN OR ON THE CEILING/ROSE. 6 TO SMOKE ALRRM_S SHALL NOT BE PLACED ON BRANCH CIRCUITS PROI ELI tU BY ARC-FAULT HAVE TO BE 14/I THE CONFINES OF THE DECK BUT MUST BE ACCESSIBLE FROM THE DECK WALLS.FOIAIDRnDN(BASEMENT WALL CRAWLSPACE WALL.AUD/OR Fix=AND DUCTS OUTSIDE CONDITIONED SPACES: CIRCUIT INTERRUPTER.ALL SMOKE RLA2MS SI-FILL BE SUPPLIED BY BRANCH CIRCUITS 21-2008-2014 NEC-Al CEILING LIGHT 80X05 TO BE RATED FOR 50 LB. EXCEPTION: LI-FACTORS FOR FENESTRATION DEDICRTED TO SMOKE ALARM EOUIPMENT AND SHALL BE MECHANICALLY PROTECTED BY FOR UTILIZATION EOMPHEWT(DC SMOKE DETECTORS) WEIGHING 6 LBS DR LESS. A WHEN THERE IS MORE THAN CNE VALUE FOR ERCH COMPONENT, THE CtKL10ILHTE SHALL LIST THE VALLE COVERING LOCK-ON DEVICES STD BOX MAT BE USED. 2014 NEC BOXES RATED AT > 50 LB MUST BE LABELED IN BOOL P R7TN;, VENT RND F(12F NOTES THEE LARGEST AREA 7 DMD SMOKE RLRRFLS SHALL NOT BE PLACED ON BRANCH CIRCUITS PROTECTED BY RRC-FAULT 222008-2014 NEC-FALL 125-VOLT. 15 RNID 20 RMP RECEPTACLES INSTALLED IN DWELLING 1 FOR EGRESS WDIDOWS,THE MINIMUM WIDTH CLERK OPENING SHALL BE 20' THE CLNIDICATE SHALL LIST THE TYPE AND EFFICIENCY OF HEATING.COOLING RND SERVICE RATER HEATING EDUIP • CIRCUIT INTERRUPTER.ALL SMOKE ALARMS SHALL BE SUPPLIED BT BRANCH CIRMTS UNITS MIST BE TAMPER-RESISTANT RECEPTACLES 2010-2014 NEC -TR RECEPTRCLE 2 FOR EGRESS WINDOWS. THE MINIMUM HEIGHT CLEAR OPENING SHALL BE 24'. INSULATION R-VALUES U-FACTORS. EFFICIENCY RATINGS OF FACTORY INSTALLED EOLIPMENT SHALL BE ON THE _ DEDICATED TO SMOKE ALARM EOUIPMENT NOT REDD FOR RECEPTACLES 66 OR GREATER AFF.OR IF THE RECEPTACLE IS PART a FOR EGRESS WINDOWS.TFE MINIMUM NET.CLEAR OPENING SHALL BE 5.7 SF MANUFACTURERS REScheck AND/OR DATA PLATT. S. (MR THE OPERATION OF R SINGLE CFO DEVICE SHALL NOT DEFNEPGIZE ALL LIGHTING OF THE LUMINAIRE OR APPLIANCE 4 AGGREGATE GLAZING RRER OF HABITABLE SPACES GIVING,SLEEPING.EATING DR COOKING) 2a ALL WORK DONE ON SITE SHALL BE APPROVED BY THE RUTHORTT7 HAVING JURISDICTION CALETS IN A GIVEN AREAL 23 2008-2014 NEC-ALL DWELLING UNITS SHALL HAVE R COMMUNICATIONS OUTLET. IF NOT SHALL BE 80 OF THE FLOOR AREA 111TH 40 OPENING FOR VENTIATION. 2L 50Y C ALL PERMRIEN LT INSTALLED LAMPS SHALL BE HIGH EFFICACY LAMP.CELS SUPPLIED D AND 9. 2002/2705 NEC -ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, 15 RND 20 RMP OUTLETS PROVIDED BY MANUFACTURER.IT WI1. BE PROVIDED AND INSTALLED ON-SITE BT OTHERS 5. FOR THE PURPOSE O DETERMINING LIGHT RND VENTILATION REDUIREMENTS,RNY ROOM SHALL INSTALLED BY OTHERS SHELL SATISFY THIS REQUIREMENT. - - IN_STAn L ED IN DWELLING LCIT BEDROOMS S3LL BE PROTECTED ST RN ARC-FAULT CIRC IT 24.2008-2E0.4 NEC-HYDRO-MASSAGE TUBS (WHIRLPOOLS)=ALL RECEPTS W)THT 5 FT OF BE CONSIDERED RS A PO TIUN OF RN ADJOINING ROOM WHEN AT LEAST 1/2 OF THE AREA OF 22 RTIIC ACCESS KATCES AND DOORS SiRLL BE WEATHER-STRIPPED FROM] THEIR PERIMETER AND INNTERRLPTER(51 THE INSIDE WALL OF THE TUB SHALL BE GFCI PROTECTED- IF THE WHIRLPOOL IS THE COMMON WALL IS OPEN AND LNOBSTRLCTED RIND PROVIDES RN OPENING OF NOT LESS THAN INSULATED TO MEET THE SAME R-VFLUE AS THE SLRROL1NOTG GEEING. La 2006/2011 NEC 6 E380211 RCNYS-RLL BRANCH CIRCUITS THAT SUPPLY LM-VOLT. 15 CHORD/PLUG CONNECTED. THE OUTLET MUST BE READILI A � CCESLE. WET-ON 12 OF 1/10 OF THE FLOOR FIRER OF THE INTERIOR ROOK BUT NOT LESS THAN 25 SOLGFRE FEET. 23 RttUURENCE TABLE NUOL4 FOR CLIMATE ZONES BT COUNTY • AND 20 AMP OUTLETS INSTALLED IN DWELLING UNITS SHR.U_ BE PROTECTED BY A THE ACCESS.FACING THE(ACCESS 6. SEE NOTE•10.ORRWTG 7e1. NOTE =8.DRRWTG 7" I,+FCR EXTERIOR GLASS DOORS AND COMBNATTO-(IPE RRC-FRL(LT CIRCUIT INTERRUPTERS EXCPTNS BASEMENTS. 25.2008-2014 NEC-LAMP HOLDERS INSTATED IN WET DR OR1P LOCATIONS SHRLL BE OF WINDOWS STRUCTURAL REOUIEEMENTS IN 110 -120 MPH WTD ZONES. KITCHENS. GARAGES.& BATHROOMS. I TCHENS AND LAUNDRY AREAS MUST ALSO BE THE WATERPROOF TYPE 7 DP RATINGS FOR EXTERIOR GLASS DOORS AND WINDOWS FOR UNITS SITED IN SRRCE RESERVED FOR THE NEW YORK STAMP OF APPROVAL RRC-FAULT PROTECTED PER THE 2014 NEC. 26 2011-2014 NEC -FOYERS GREATER THAN 60 50 FT MUST HAVE A RECEPTACLE ON EACH I10 -L20 MPH WIND ZONES ARE LOCATED ON THE RS-BUILT FLOOR PLANS - U. EXTERIOR TALL BE TSTRLED AT THE FRONT AND REAR OF THE DWELLING 27 011-2(114NEC3 WHERE SWITCHES CONTROL LIGHTING LOADS A NEUTRAL SHALL BE 6 LOWEST PORT OFWTHE WINDOW CCLEAR-OPENING A MINIMUM OF 2E ABOVE THE FRES-ED (LENLWkOF•Po.E-U FT OR LRRGER OPERABLE M' noUS SY57Ll w(OF Hoon-5 I 26.�1��'^jL�+ (� � { L('I��(�(A I, bl SiRLL BE COVERED BY RN'IN-USE"WERTHHFRPROOF ENCLOSURE FOR 2014 NEC PROVIDED RT EACH SWITCH LOCATIDN x114 NEC- NOT REVD ON SWITCHED RECEPTS FLOOR OF THE ROOM N WHICH TIE WD.00W IS LOCATED IF THE WINDOW CLEAR-OPENING P'(1301-01-OTo G'"�• -.r';Cir ��+' C2MPUAUO THE ENCLOSURE MUST ALSO BE LABELED AS 'EXTRA DUTY" 20 2013-2014 NEC -REIDENTIFIED SWITCH LOOPS CAW BE USED ONLY FOR THE SUPPLY TO DOES NOT MEET THESE PERAMETERS.THE BUILDER SHALL BE RESPONSIBLE F CO/PLTANCE O158R(MENr OF STATE CODEsomsoN E)SI-ILL BE TAMPER-RESISTANT AND IfERTHER RESISTANT(2008-2014 NEC(. THE SWITCH BUT NOT RS A RETURN C NDLL-TOR FROM THE SWITCH TO THE OUTLET WITH SECTIO 0..932 2006 IRC.86122 12009 IRO OR 8312®12 (RCL(NOT NTS) r ALBANY Err tmtmol dl SHALL BE GFCI PROTECTED OE LIGHT or ,RECEPTACLE) 3 ALL WINDOWS REQUIRE FLASHING 2312 IRC. SECTION 57038.PAN FLASHING Req'd IF M.mpolAppre'•+IHcraST ,giice d,arCsmpone.o of SMALL BE ON A GENERAL IIIUMINRTION CIRCUIT. INSTRUCTIONS RRE NOT PROVIDED. 1119739 2c/Rf--ilo NU_-/S!q- MASTER SERIES F) SHALL NOT BE ON A CIRCUIT THAT HAS RECEPTACLES FOR BATHROOMS OR R _ ` , ....,.v,m.a,.w. Npeo�o e> D5(4151 o 0 SMALL APPURNCE CIRCUIT 2014 NEC-NOT ON R GARAGE CIRCUIT ALS WELL , �.•�•••••',`` 90(357Nsrpp,w.l6�tewrcm5on No �Pemaeosp...Nord _ ,( raame,nswo.00ilad ==n,e,.aecon ,...�eL.,. m ALL MOD 12 AODTTIDNRL EXTERIOR RECEPTACLES OTHER THAN THOSE REDLIRFD BY THE NEC _ ,§10ti A.Ek' atlr 3J05/14 CIr/Ila.e tc,v,t61 h..n..Nvue>ybd.,. emirs ELS ART BE ADDED RS AN OPTION Orb t, ��••• SCHEDULES d NOTES 13 2008-2014 NEC - ALL GARAGE RECEPTACLES MUST BE GFCI PROTECTED GARAGE STEM( .k.1 ve,.va+.•t mei a.n.Ao,W tar>Opa.-e Er ae.olta0e 6Nnv�a Uteri ODOR OPENER RECEPTACLES 101157 BE GFCI PROTECTED. BUT THE GFCI PROTECTION q�.�P. �`�• i• WALL COVERING SCHEDULE I� --"/7%(�¢- EY 'J--p'• MUNCY HOMES, INC DEVICE MAT NOT BE INSTALLED IN THE CEILING DUE TO RCCESSIBIITY Q' ;:ti N. B•ailLRsvr (NmamE6P 11.4 14 2014 NEC- R DEDICATED CIRCUIT IS REDD FOR RECEPTS/LIGHTS CONTAINED-NODE' i*.- ` � � THE GARAGE ONE RECEPT MDL PER VEHICLE BRT D(:RRAGE �~ U '�D ' WALL COVERING STUD SPACING 1567 PR ROUTE 442 15 2014 NEC- ELECTRIC VEHICLE CHARGING OUTLETS SHALL BE ON R DEDICATED CIRCUIT n.,`t ., 16 804 NEC- ORTWALL SCREWS. WOOD 517RE115. ETC.MAY NOT BE USED TO MOUNT '< 4:,,,,,:-'11-r- O A 1/4' WOOD PANELING 16-D.C. MUNCY, PR 17756 FIXTURES TO BOXES MACHINE SCREWS MATCHING THE BOX MUST BE USED 1 L_.Sy,� ?. r `PA �� 1 �' I/2-or stir GYPSUM BOARD 16 0 C.OR zi•ac ORN BY I DATE I SCALE 'n REV 'A ISHT NO //1 1 1°1 i,I•tOl'te r- 1/4'or 3/6"GYPSUM BOARD 12" OC OR 16. 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SPECIES FIND GRADE OF FLOOR J(7IST NOTE c21 WIDTH )SPACING SnF-SPECIES FIND GARDE OF FLOOR JOIST-SEE NOTE<1 6 2 • •_ . ' SNIT SPACING 1/1" 3/8'OH SHEATHING 19/32"T(IG OB STURD-I-FLOOR OR EOURL 15/32'�• 40/20 120 PSS, 195 PSF 275 PSF SEE S-IT 3e.PSF AND GRADE�GENERFL NOTES-1. NOTE =15.FOR FIRE 40 PSF LIVE LOAD WALL CONSTRUCTION 5D PSF II 3/8"0.9 SHEATHING 7/16" - s/6- " 23/32" 48/24 175 PSF 270 PSF nix RESISTANT .GENE REOUIIRMENTS Q=12 TRC) J - 7/16" 15/32" 23/32' 4. RLL S RNI ASSEMBLY'TRIBLES REFLECT THE 2013. C) F)ND 24' 16° 2x8 SPF(SOUTH] 4 00 AL 24' 12' 2=8 SPF '(SO EOOORL 15/32'' " 1/2. 3/4' 2012 NDS 24' 16° 2x6 SPF e2/=1 OR EGUAL 24' 16" 2x8 SYP =( OR EOURL �' 15/32"COMBINATION COMBINATION SHFATHGNG/SIDING 5- WHEN ATTIC FLOOR 15 DESIGNED FOR STORAGE-USc 24' 24" 2x10 SPF(SOUTFD OR EOURL 24' IF 240 SPF (SOUTH =2 OR EOURL L2' "COMBINATI SH HF_FIT G/SIDIDI SF_E GENERAL NOTE =5 THE ROOF SAEFITHONG SCHEDULE 0/8" NOT RPPLICABLD 24• 12' 2x12 SPF (SOUTH! =2 OR EOURL 19/32"COMBINATION SHEATHING/SIDING 2G 16' 2x8 STP=1 OR EOURL 5/8"COMBINATION SHEATHING/SIDING 6. INTERIOR NONLOADBFARING WALLS MAY B 7S 12' 2x8 SPF =2/<1 OR EOURL 28' 16• 240 SPF •111 OR EOURL INTERIOR CONSTRUCTED OF WOOD STUDS 20 16' 2x8 SYP =2 DR EOURL 26' 16' 2x12 SPF (SOUTH =2 OR EOURL - SEE GENERAL NOTE =7 WOOD STUDS SHALL BE A MIN-OF 2=3 SPF STUD GRADE 25 24" 240 SPF =2/4 <2 OR EOURL 28' 12' 2x12 SPF(SOUTH=2 OR EQUAL WORDED NO MORE TFIAW 24"OL WITH R MAXIMUM 25 24" 240 SPF SOOT OR EOUAL 28' 16" 2x12 SW =2 A EOURL CEILING HEIGHT OF 10'-2" 25 24" 2x12 SPF 6011TF0 <2 OR EOUAL 26 16' 2x12 SPF(SOUTH)=2 L EQUAL RS RN OPTION. PRE-ENGINEERED W00D5 STUDS MAY 20 192 •3.2:9 3/6 TRUSS JOIST OR EDUAL 31' 12" 2x10 SW =2 OR EOURL ALSO BE OPTION. PRE-ENGINEERED 16-0" ARE MANUFACTURED IN M. 16' 2212 SIP=2 OR EOURL - ALSO 2x4 OR 2x6 NOMINAL DIMENSIONS. UFAC 26 12 2x8 SPF=NI OR EOURL • ALL SHEAT)-LING IS AGENCY RATED 7 RA7m SHERTFING PANELS WITH ROOF SPAN RATING 26 24 240 SPF(SOUTH) c2 OR EOURL OF 24"OR GREATER INSTALLED WITH LONG DIMENSION 1 26 24" 2x12 57 ES OR EOURL EITHER PRRRERT OR PERPENDICULAR 70 STUDS r 20 24' 2x32 SPF I�UTFO n2 OR EOURL FLOOR JOIST SUMMARY NOTES BRSEMENT WRLL LORDS AND CENTER GIRDER SUPPORT LORDS AND SPACING (NOTE n8) 16•OR 24.Or (D(OEPT 3-PLY PLYWOOD PANELS MUST 26 192" • 3x2x9 3/B"TRUSS JOIST OR EOURL 1 JDI.SIS USED IN AN EJ(TERIOR RPPLICRTIDN TO BE PRESSURE BE APPLIED WITH LONG DIMENSION ACROSS STUDS TREATED LUMBER BASEMENT CENTER GIRDER CENTER GIRDER WEEN LIED RRE SPACED 24"SIO 31' 16" 2x10 SPF x2/<1 OR EDUAL 2 SEE SECT s•} OF APPROVED CRLC MANURE - 11HII-f NUMBER OF TYPE OF UNIT ROOF PITCH GROUND X/32 SNOW LORD WALL LOBOS SUPPORT LORDS SUPPORT SPACING RATED SHEATHING PRNFIS WITH ROOF SPAN RATING 0 Ci 31' 24° 242 STP =2 OR EOURL - WIDTH STORIES WO PSF SEE NOTES SEE NOTES SEE NOTES LESS THAN 24"INSTALLED• TRUSS (EXRALLEL OR PANICCS G O HICK OR STUDS • SEE DETAIL=5 OF SriT 8a 798-939 1484-1724 T-0°-6-6" I FSS MUST BE APPLIED WITH LONG DIMENSION 24' 1 RANCH.ELL-.spur.TEE LESS THAN 9 35-50 g-T- B-12° ACROSS STUD51 Z6 1 RANCH,E1L SPL1T. 1FE LESS THEW 9 35-50 858-1036 ] _11 g''4•-B-8' 3D 2" LIVE LORD 26 I RANCH. ELL SPLIT. TEE LESS THAN 9 35-SO 9022-1060 B-0"- B-P - 24' 24" 2x8 SPF MOUTH/ e2 OR EOURL 24' 24" 2x8 SPF a2/nl OR EOURL 31' 1 RANCH.ELL SPLIT. TEE LESS THAN 9 35-SO NM-1201 1952 7�0"- 6-6' - 24' 24" 2210 SPF(SOUTFD e2 OR EOURL 24' 1 RAISED RANCH LESS THAN 9 35-50 866-1239 1484 -1724 • 26 1 RAISED ROOK}! LESS THAN 9 35-50 945-1207 1601 -1861 9'-7"- 0-12" 2G 26" 2x8 SPF=21^1 OR EOURL _ 26 1 RAISED RFINCH LESS 7TUANN 9 35-50 988-3158 1689 -1964 9'-4"-B-6" 26 24" 2.8 SW =1.`OR EQUAL 8'-9"- 6-1° 26 24" _ 2x10 SPF(SOUTH)-2 OR EOURL - 31' 1 RAISED RAWR( LESS THAN 9 35-50 958 -1297 1952-2272 24' 2 2 STORY (FSS THAN 9 35 -50 12(19-1349 2284-2524 S-8"-S-4' 26 16" 2.8 SPF nES OR FDORL1296-1448 2461 -2721 7-9'-T-5° 26' 2x10 OFF '2/NI n2 OP. EOURL 7S 2 2 STORY LESS THPlN 9 35-50 1355-152.2 2594-2869 7-7"-7-Z° ZB 24" 2x10 SPF a2/'1 OR EOURL _ > 2 2 STORY LESSS THAN 9 35-59 2992-3312 T-0"-6-8' _ 3128"' 2 2 STORY LESS THAN 9 35-50 1�1-1731 T£-6-3 31' 17 2x1 STP <2 ORE U L 24' 1 RANCH W/ATTIC STORAGE 5- 7 35-50 1074 -1409 1235 -1602 31' 16" 240 SPF(SOUTH) e2 OR EOURL 20 1 - RANCH W/RTTIC STORAGE 5-7 35-50 1074-1409 1120 -1314 11'-6"-IO-B" 31' 24" 2x12 SW FF al OR EOURL 35-50 1074-1409 1218 -1514 11'-0'-1R-2' 31' 24' 2zR SPF n2/v1 OP.EOURL _ 26 1 RANCH W/ATTIC STORAGE 5 -7 35_51 1143-1483 1345-1589 10'-0'' 9''8 31• 1 RANCH W/ATTIC STORAGE 5 -7 . 24' 1 RR W/ATTIC STORAGE S -7 35-50 1264 -2'499 ,]296-ISM T-6°-G-9' EXTERIOR SIDE WALL STUD MONO-PITCH -APPLICABLE TO - MRRPJAGE WAGS SND SUMMARY- TCH TRUSSES TO ZE 1 RR W/RTTIC STORAGE 5 -7 35-50 1164-1499 1120-1314 11'-6'-117-8" UNITS USING 4 TO 7/12 MOND-PITCH ITZUSSES UNITS L6➢NG 4 TO 7/12 MONO-PITCH TRUSSES RR W/A•R7C STORAGE 5-7 3S-5p 116q�-1499 1218 -1442 ll'-0'-lOt2' WIND UNIT NUMBER GROUND SILL.SPECIES.GRADE STUD CEILING NUMBER UNIT NUMBER GROUND S1ZE.SPECIES. GARDE STUD CEILING 28' 1 5-7 35-50 154 -1473 18 -1569 ID'-6'-9'-8" ZONES WIDTH OF SNOW SEE NOTES 7.8.9. U DC FEIGFIT HARR. WIDTH OF SNOW SEE NOTES 7.9. 11 OCI FE ETT 31' 1 RR W/ATTIC STORAGE 35-5I 1468-1803 345ASS- 539 S-ll"-Ste' 4 MPH STORIES ORD P9' SPACING NOTE 6 WALLS STORIES LORD Pg) 24' 2 2 STY W/ATTIC STORAGE 5-7 35-50 1468- 1803 1980-2174240B-1°-6'-3° ,. 100 24'-31' 1 -2 50 2.6 SPF STUD 16" 96' 2 24'-31' 1 50 2:3 SPF=2/=1 24° 96' 26 2 2 STY W/ATTIC STORAGE 5-7 _ 1468-]Bm 2323-2347 B_{•- T_12• _ SOMAL gryC �, 100 24'-31' 1 -2 50 2x6 SPF 57110 _24" 96" 2 24' 1 50 2x4 SPF=2/4STUD 24" 96° 2, 2 2 STY W/ATTIC STORAGE 5-7 2555-2539 T-ll°-T-7•, �p5�A•ST :,, 1 NOTE 1 NOTE 5 2 24'-31' 1 50 2=4 SPF STUD 1576-1421 2 24'-31' 1-2 50 2x4 SPF STUD 16' 9� 31' 2 2 STY P RARY STORAGE 5 -7 35-SO 1386- ¢46 2638 -2916 B'-0"-T-6' 5,*_ Ir 26' 2 CONTEMPORARY LESS THAN 9 35-SO S-0 - 7'-0° . +f�5 '• 31' 2 CONTFMPORAP.Y LESS THAN 9 35-SD 7563- 2743 2992-3312 B-2'-T-9" ip Y .'fy�;' 110 24'-31' 1 -2 50 2x6 SPF STUD 16 96 1..1/IMAGE WALL STUD SUMMARY-APPLICABLE TO UNITS RFf 15/12 AND 9 35-50 977-1264 158-1176 j,{•t�sy' 110 24'-31' 1 -2 SD 2.6 SPF STUD 24" 96" 7/12 ROOF PITCH AND THE ATTIC IS USED FOR STORAGE:RPPLICRBLE TO 24' 1 CAPE 977-126¢ 1150-)372 12'-<°-10-5 NOTE 1 NOTE 5 UNITS WITH R 9/12 OR 12/12 ROOF P111r( 26 1 CAPE 9 -50 qn_126¢ 1210-1430 312D'� -04 / .`'4•8 �J ` SAI 120 24'-31' 1-2 35 2x6 SPF STUD 16' 96" NUMBER UNIT NUMBER GROUND but,SEE NOTESE7.5.11E STUD CEILING 31 1 E 9 35-5O 1452-1954 1277-1x89 113- -6-1° ''•DIBFSTA'�; NOTE 1 M -WIDTH OF LOAD SEE NOTES 7.5.11 OC NOTE 6 9 35-5O 1371-1658 1610-1976 WALLS STORIES STORIES LOFID Pg: SPACING NOTE 6 24' 2 2 STORY CAPE 2718_2232 8'-T-0-2' 9- 35-50 1371-1658 g_4°- B-0' EXTERIOR SIDE WALL STUD SUMMARY-APPLICABLE TO UNITS WITH R 2 24'-31' 1 50 2x9 SPF n2/=1 24' 96" 26 2 2 STORY CAPE 9 35-SD 1371-1658 2015-2335 . 5/12 R0�PITCH FIND THE ATTIC IS USED FOR STORAGE 2 24'-3P 1-2 SD 2x4 SPF STUD 16' 96" 20 2 2 STORY CAPE 35-50 1890-2392 2257-2499 B-1°- 7-0" 31• 2 2 STORY CAPE 9 12 35-50 1232-1346 1082-3284 T-12°- T-6" WITS UNIT NUMBER GP.OIR•J Sat.NOTECI7. GRADE STUD CEILING• HEIGHT MARRIAGE WALL STUD SUMMARY-APPLICABLE TO 24' 1 CAPE 35-so 1232-1345 1282-1440 T--1"- 7-F ZMNES WIDTH OF AD( SEE NOTES 7.8.9,11 OC NOTE CAPES WS1H R SHED DORMER-411/12 SIDE 26 1 CAPE 12 1252-141(T-" -1-7 MPH STORIES"ORD(Pg) SPACING NOTE 6 - ' 0,17 100 24'-31' 1-2 50 2x6 SPF STUD] 1S 95" NUMBER UNIT NUMBER GROUND SUE,SPECIES,GRROESTIR CEILING 26 1 CAPE 12 35-5D 1259-1665 1329-1565 1V-0--9'-6 ]DO 24'-31' 1 -2 50 2x6 SPF STUD _ 24" 96• PARR. WIDTH OF SNOW SEE NOTES 7.9.ll OC HEIGHT 24 1 CAPE 35-50 1426-1740 1882-2084 0-3"-5-11" SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL NOTE 1 NOTE 5 WALLS STORIES LOAD Pg )SPACING NOTE 5 24• 2 2 STORY CAPE 12 110 24'-31' 1 -2 50 2x6 SPF STUD 16" 96' 2 24'-31' 2 50 2x3 SPF =2/=1 24° 96" 26 2 2 STORY CAPE 12 35-SD 1425-1740 2064-2300 8$-8-0" 1.10 24'-31' 1 -2 50 2x6 SPF STUD - 24' 96' 28, 2 2 STORY CAFE 12 35-50 1426-1740 2157 -2397 0-3"-7-1D" 31' 2 2 STORY CAPE 12 35-50 1697-2103 2339-2575 _ 7'-11"- T-7' NOTE 1. NOTE 5 35-SD 1367-1430 1495-1753 6-s-6'-0" 24' 2 - CAPE WITH SHED DORMER 12-411 35-50 1274-1536 1612-1892 9'-U"-8'-6" 120 24'-31' 1-2 50 2x6 STUD 1G" 9� MRRRIRGE WALL STUD SUMMRRY-APPLICABLE TO 26 2 CAPE WITH SHED DORMER 12-4.11 - - 26 2 CAPE WITH SHED DORMER 12 -411 35-5O 1324-1586 1687 -196 5'-(T-8'3" NOTE 1 CAPES WITH R SHED DORMER-12/12 SIDE3'3:1_1 - _ 31' 2 CAPE WITH SHED DORMER 12-411 SEE DWG 3c.-1 SEI=DWG 3c1 SEE DOLT 3c1 SEE DWG 3c 12 -S SEE DWG acs SEE DWG 3es .SEE DWG 3c1 SEE DWG 5=_i EXTERIOR SIDE WALL 5701 SUMMARY-RPPLICRBLE TO UNITS WITH R NUMBER UNIT NUMBER GROUND SIZE.SPECIES.GRADE STUD CEILING 26 2 SALTBOXSEE DWG 3cl SEE DWG 3cs SEE DWG 3c_l SEE DWG acs 7/12 ROOF PTO AND THE ATTIC IS USED FOR STORAGE:RPR Ems'F WIDTH OF SNOW STORIES LORD(pp] SEE NOTES 7,9. U SPACING NEITE6 28, 2 SALTBOX u-5 TO UNITS WITH A 9/12 OR 12/12 ROOF PITCH WALLS WIND UNIT NUMBER I GROUND 5025.SPECIES,GRADE STUD CEILING 2' 24'-31' DNR 50 2x4 SPF STUD 16" 96" ZONES WIDTH OF I SNOW SEE NOTES 7. 5.9.U OC HEIGHT 2 24'- 31' DNA 50 24 SPF STUD 24° 96 - MPH STORIES MRD P9) SPACING NOTE 6 L LEFT NUMBER IS FOR 35 PSF GROUND SNOW ZONE(Pg). 100 24'-31' 1 -2 50 2x6 SPF STUD 1otOIEZ 6' 96- FXTFRTOR SD1F RMT MARRTRGF WRII ST RI NOTES RIGHT NUMBER 15 FOR SO PSF GROUND SNOW ZONE P51 IOD 24'-31' 1 -2 50 2x6 SPF 57112 24" 56" L WINO ZONES.MPH NUMBER IS 3 SECOND GUST. 2. LORDS ARE GIVEN IN LB/LD.ERL FOOT. THE NOTEit-el PIPE . 1I NOTE 5 112 24'-31" 1 -2 50 2.6 SPF STUD I6" 96" 2 SO P51)100 MPH-3SG WIND ZONES APPLIES TO RLL FIRERS E7(CEPT THOSE 3 CENTERGIRDER YSUP36RKS�Mm 11NBSRACEO C�UOMNN LENGTTH TR o FFEET.ALLOWABLE CONC TION OF A 3'RISC 5111 SET(7RIC 110 24'-31'• 1 -2 50 2x6 SPF STUD 24" 96' ��IN NOTES �&1M3 4 LOAD] =34000 LBS. PH)) A 1/2'x 9"z 12 CS I ttL PLATE FRSTFTED TO THE CENTER GIRDERS' 3 ilDCOI MPH-35G WIND ZONE)D(R.• APPLIES TO THE FOLLOWING FIRERS ALTERNATE METHODS OF 3JPPORT MAT BE USED PROVIDING ThE:'A ARE CRPRELE OF TRANS T E NOTE 1 NOTE 5 CONNECTICUT -SEE RPPETOD(R.2005 AMENDMENTS TO THE DESIGN LORDS FROM THE FLOOR GIRDERS TO THE FOUNDATION. �FJ1 71>r Op (h'1�L/Eo(FS 5`G5 TEls1,6F MaDEcs " STARE BUILDING DOE M(3S1^o7.-o7a - MRRYLRND -TOLBOIES ND SAINT MA.WICOMICO.CAROLINE.DORCHESTER ACTUALAFE NDATIOS SHALL O APPROVED Al RHE CECHE BUILDING UPPOOFFICSPACING AVAILABLE UPON REQUEST. TALBOT.ASND SRDNT MARL'S 4. FOTUAL FOUNDATION PLANS FOR DTME]NSIONRL FIND CENTER GIRDER SUPPORT pEpp 7T OF S'ia7E c00ES DIVISION- MRSSRCHUSE Ts-WIND ZONE NUMBER 3 5 FOR TYPICAL FOUNDATION DETAILS. SEE ORRWINGDS) 4. • )().BONY,NY 17131-0001 NEW HAMPSHIRE-MUNLCIPRL0TIE5 OF DERRY,MRNCHLS D RPM RA7MOINa E BOR M ustaS W M LThESE OPTIONSNOT.LOADCS T RRE AVAII_RBLE UPONEREQUES ST CfiSE 28-WWIDETLO DING E 9tnmp d Approval(ora System.Modal,orCompo�wN n 322 24'-31' 1 -2 50 2x6 STUD 16' 96' NEW JERSEY-SEE DCI BULLETIN 03-4 FOR WINO SPEED MRP- SHOWN FOR 24 THRU 25-RIDE STORAGE TRUSSES. /"•(1787 2oA'f-17o l2-LS-/`f NOTE 1 - NEW YORK- SEE DRAWING las.NOTE 4 7. SPANS SHOWN REFLECT A(4)MEMBER 2x8 SPF'2 GIRDER FOR 24-WIDE HOUSES,Atm R 261 MEMBER 2x10 SPF=2 M°rvdae=nh No - bpno4m Na 'i--1DaloApproval RHODE VIRGINIAI -CIND- OF ZONE NUMBER 2 xmxa lr,ufsHm .:ue'ermoa:samw�l orC po aral EXTERIOR SIDE WP11 STUD SUMMARY 120M -CETT OF VIRGIFIR BEAG4 THE FO OF RCCOHRCK AND NORT7-P4MPTON 8- GIRDER SEE SECT r5 OF APPROVED(�LUDMANUALR OTHER FtEMBERS/SPAN OPTIONS SEE APPROVED ITfLC MRNU p°�JS Qatar.awavaiWaEaxs=m'eda Mhaur=nts dends,m TN• RPPLICRBLE TO CAPES WITH A 5142 DORMER 4. IID MPH-35G WIND ZONE APPLIES TO THE FOLLOWING AREAS' bactresy=Dns=.°m.mneeaa�reaar°�•*'urt=chects.nmvr,« CONNECTICUT -SEE RPPE1mIX R.2005 AMENDMENTS TO 71-8 vm®o(vnae.om Insma<mx WIND UNIT NUMBER GROUND SIZE.SPECIES. GRADE SILO CEILING STATE BUILDING CODE. Iia � . .l�xet��bdamm.a��1 ZONES WIDTH OF SNOW SEE NOTES 7.5.9.11 OC HEIGHT NalJE ID -COUNTY OF WORCESTER �,-� !e u 6. 100MPH STORIES LOAD(P9- SPRCD�¢, NOTE 6 THEW JERSEY-SEE DCI G 7,1..IN'TE FOR WIND SPEED MRP Ronald P.-- F 102 24'-31' 2 50 2x6 SPF STIR ,16' 9G NEW YORK-SEE DRAWING Ins.NOTE 3 101 24' -31' 2 50 2x6 SPF STUD '24" 96' RHODE IRE LI-WIND ZONE NUMBER 3 1) pd�i •� r�p �F NOTE 1 NOTE 5 96" S STUDS ARE LIMITED TO TFE SRLCL FLOOR OF A 2 STORY UNIT TO N6E�"� .F b+(31' tlTC-D 6. CEILING HEIGHTS SHOWN ORE CD AND(TED HEIGHTS MAIM BE GREATER IF R • 110 24'-31' 2 50 2x6 SPF STUD 16° 96' 2x LATERAL BRACE IS PROVIDED AND to DOES NOT IXC®THE CALCULATED 120 24'- 31' 2 50 2x6 SPF STUD 24" 96" LENGTH OF TIE STUD NOTE 1 NOTE s 7_ MANUFACTURER HAS OPTION OF DECREASING THE STUD 00 SPACING- MASTER SERIES IL 8- 51U D CALCULATIONS ARE BASED ON EXPOSURE C. 120 24'-31' 2 50 2x6 STUD 16' 96' 9. EQUAL OR BETTER MATERIAL MAY BE SUBSTITUTED 10.NOTE OMITTED- RLL MODELS NOTE 1 IL SEE SECTCT .=66 OF APPROVED CILC MANUAL STRUCTURAL SCHEDULES & NOTES _ MUNCY HOMES, INC 1567 PR ROUTE 442 - - MUNCY, PA 17756 DRN BY DATE SCALE REV. SHT. NO. DATABASE NAME DJG 3-1-93 NONE 10-01-2014- 3c 03\3c_sid ___ RCYI=PRO_;PAS O/C SFATING FO PAAIYU4 ' NOTES ----`-- F -_ - -T 25. --1 FLOOR JJIST SU'tt4?Y ROOF S+£ATr1It:c Sr..i-T J LE: ` NF1. S;ERTt1It'3 SC'1EDU_E' . FICC£ 531 RTHU.G SCt-EFJ_LE . FRTT53 RECUI'.ED R1tr'PELE LIVE LOAD L COLA_OR a.-T1- MATERIAL;AY E4-;'#i5T[7uTFD. 4200472 JOIST SL:11921 24' 192' le 2. rFr1PFCILP€5 HAS(IP111'l CF OE-CRUM/PI TPE 3/8'PL7S.CY�C 9-EA-MITE 3/8 fLl')7DIX7 7'c£RTD:NG 1.452 7220 PL7WD.5720047-I-FLO1=-O:EOI;{ T, o.r.S RATING ELEMENT QC_`?ACING - ?/15' - - Tilli - 5/8' - � 1 E`l,-020'0'50 LL;.9FR AY EE 11550 R-T:.RCIRD =9LY 20101 ,ACIA LFfY. 5IZE.SPECIES RJ C.<;Dc DF FLCD2 JOIST-SEE NATE•1 6 2 15/32- _ 15/32" •• - 23/32' . 7/16' 23/16 43 r 6.F3 ICD P5F ENG 5.-LID:.0.1.17 65 15?s CF-FE IN SPECIES W]OM SPACIAL; `+174'5455755 Ra Ge=.-',E?420505.FOIST 204777E ell .'10TH 1,49_0;r&V3/-/_ 3/! JS' - _ F.Ti 49141 III WALL CD'ST4-1CTI0h 343'05 y-ER7nDiG 7/1 OR£FEAThIS.G 19131'TNG 0.fl STILI-420001 CO EOM- 15/32' 32/11 65110 P=r 275 P.;F 447 F',LOSE LOAD FcF t' - 7/16" - 5/e" 19/37' 40/20 120 PE? 2045 154 ZS M= 5=73 SIT 4.G�R/S_5537=5-L NOTE•15 FCR FIRE F] 7/16' - 23/322 - 23/7? 413/21 175 PE=A 270 Pyr Na 6-55576527 55_EN3T REIXl14E"�U5 12012-15 1 51 24' 1'2' 2.-o SET-/•l 122 R_NL 15/:2'• LS-- •• - 3/4- 4. R.1_5124-MT TM_ES REFLECT TIE 2075-2515 623. 24' 26' 2,6 5I (`ISCUT •1 co EOE 24• 16 2.6 STP•1 0.1 5 4- LT - • L� 3 4,1-471 ATTIC F5-COR IS L59TG'ED FSO 510 (5E 24' l6' 2,5 5T-i-•2/.l LY.ED_FL 2, 16 2.10 SPF ISDIIT0J=2 CR cc/Jr, '?' 1.0=.3031119.:?£RTr3IIL/SIOIW 7 4 5 107 065=/27 01720 5C7£OLLE(343 t771 S_=P_ICF4A.1 24' 24' 2,.10 J'F 2/'l fl G:E,7(.r-._ 24• 16' 2 8 _TP I OR E•2 CR EDS V/•'C OMSITPTI S-L-RTH:/A/S'S(D: SEE C'E7 TSP--1 NOTE'S 6. PIIERICE h^t:- 121Z%E-(1_S YAY 017 �• I'<' 2.8 STP=1 0.S 55205E 20/32 CCCI9IF�TIC+:51£9TiRLlS[DA�C CIYSTRU:IED[2 WD[l0 512005. 25 12' 2.5 SFF=2/'l CR EOE(. 25' 16' 2,1D 514=2/=1 CE 20-FL 5/8'CC",BL1797IO1 375.761.UL/510(32+ 2.2059 572075 47472020 t£A MIR[s 2.3 SPF STCD G-Px 23 16' 2.51 51P=( U 0E.220 24- 16' 210 517(311701,2 OR 4-655. SEE 25200.20 20707E'1 - 565550 537 3. Thal?2{ R N[2.P Y?l-555:1 o 20 24" 2.10 65=2/.1 CO T_--520720 23 12' 2.10 SFT-2 65%•2 D2 E P_ 5654-S,NO 01 312-0' 26' 24" 2.10 4F(ECU CEO(•R_ 33 16' 2.10 511•265 EO_C CERN 017701-PRE-SW-M-3-RM1(361.'Q:JS 13710.5 ern--.23 55 2132,9 8'TRI S2 OR FCCRL 31 15' 2,10 EFF'2 65..2 Cel ECA.R_ 00 0 F£CPTIDN, 7TFRE 93165345 TIA15 er 20' L°2' • 3u.9 3/8'TRIES.0[13 CR ED-A- 31' 22' 10 571=2 GQ MLR_ LH __ 5171'21 2.i CR 2.8 hCYCt3.015515lIFS_ 31' 15' 2.32 51P•2 CO 551„421 • FLL StiEF.TYI\� 15 RGE��Y Ra TED 7_ RarD 732 FATFII 20 F>£15 NI y SC-3=131 Ft1 RAMS) 2E1 1T 2.5 SFr X-1 CoR E01EL Or 24'(R G--OUTER 1:510153 WIln LCU3 010323/0/ is 16' 2..10 Sr- (1 C •2 CR MLR. Or 24. 2 C-.LEL 4-2 PE L DI'21/_11-O,a 23• 24- 2.102 571=1 CR .2 C , FLOOR DIST;JF6.427 TOTE EI OR 24.01:. L DA:P 3-417 CULFFLTWR.T 511.0=SU5T 23' 24' 2x12 SFf fSCUTM•2 w 40(1420 L JOISTS 14.50 TN RI£15752152 FPPL 7:/27154'1 TO 7£FE-'._=ARE 8906 i-•ENT NFLL 205455 123"747 CE+tT-e uIRDE£ SUPPG21 200/205 MO S'E1wU.G DOTE =.4•] BE PPP_c!0.KITH LONG DL"EISIL'N 4+5125 51105 2� 192- • 321.9 3/8'751555.DIST CR EO_sL 1 7£54750 LIT - - 1:-£17 5720737 Ai=fi>vED 24'OLL 2.SEE SECT 4 0 i>=PR04ED CILC rF.`.L�'L RATED StERTHUT.FA•£LS AIM:OD'" FN FATUa 31' 16- 3730 59393 =2/•L(:F 737_ !IDT t7STORR - T7PE OF UaT I ROCS ITCH ••Eta 1 0-147 WALL LO-05 `9-111/T LOADS SPECRTl UL LSS TrY.'2 214-Ih5TR1t7 uI721 LC,' DL E:.SIG: 320' -4i" 2x5 STP•2 CP MP_ WIDTH STORES- 0.91 M= SEE NOTES 5 LI15• 4122120-Fl CR T FE urT11 L=O 70 STU`15 31 1324 =_�2.9 3/8'7/21375.HIST C?MLR_ i 1 .'..2. •6 =1 RD-.2 '1•'3 '7 I6•DL 5374-PT 42011,12`_5 .:£LS 3/8'THICK CR C^NTILEYEI .D FLOOR JOIST 50475'2011.21 NOTE =21 LESS 15157 BE 1P'FED WITH 1103)D5rEiI513T • .�-..[1`7120=5 C=SPIT Bi 24' 1 54-CH 93IL.:FLIT.TEE ,LE55 THF'1 9 ED-50 1019-1254 17:.4-2254 13-3"-5-8 Fi-fL55 S7ywL WIT COIR.0- -0151 SIZE.-ECIES R.C GRACE CF 1 R 4-fl.ELL SPLIT, TFE LESS T1."Y7 o 10-9D 1033-139 Lo9L-2446 S-g-7`9' 50 20' LIVE CO=D %(LOTH "Alt .`0.7=UR: 4112012 JOIST-40 F LLl'E LG=7 - ` LOST 1=at 26' 1 R:zrO.la..SPLIT-TEE LES Tta 4 5 FD-90 03 •1405 1591-2433 6-6-T-7' 24' 11- 2.8 511 159/17-3=2 CR 201.P._ 24' 65 12' 2.5 511•2/.1 Ce ED.Y'_ 31' 1 R:•F?i.EL.ER-TT.TEE LESS 10651 9 *0-PD 1291-20397 2432-2392 7-1G'-7'-17 2+ 24• 2.8 57<=2/=1 CO 493+4745 2?-2a 65 15 2.10 SFF.2/4 CR EbAL 24• L MEM 8654-24 LESS TITAN a 60-50 1116-1376 1244-2264 S-9-4- 24' 2d• 2.10 Sri-(5(X.7120'Z CR 5020'45. 24'-26' 75 l6- 2.10 SPF .2/'1 D?EOUAL LESS 104-:o 10-94- 1:53-1465 193E-2446 -765 20 1 MOM PRO-12202-2446 7.13-T--T 23 ' 2,5_FF=2/'1 CR n. - 24' 50 16 2.1 STP•2 C. 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T WITS-75/12 AFTER 55571541 22 2 2 STT u/HIP&STC2=GE �7 ED 36595 695 5-4- £7.iERIC2 5-DE:1.11 STLD c£1PART-I--Cama TO 2 SIMV 23 2 2 511 1/565 6 STC. 17 °C -'4T-75/12 R"r•-R 15.-7171-(3.5(5.0",3/'J LET-OD(PO-93 PS' It.y BR 11•:R 11.1- . 24540.0 SEE.-YECIES,GRATE 5TL0 CEl.ihs 165_lap 20_`71_3548 7'-6'-7-0- 2,71E.5 -0' PA22 MOM Cr SNOJ SEE NOTES 4.6.8 CC FcTGHT 24'-23 2 C:hTtr'A.CT (LE 5-7 THAN 9 I 6.7-911 IMO i 1WIT.511 i rSP'.r .SEE NOTES 4-. 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I 131 I CEILING I L7IT-i A 5/12 6500 1-4- .- 554 7690 T1E 11 '4-15 IF,ED PARR. WIDTH -' CC ���� FC?STG<7-:E-VV.-1U 51041 L'Y0(Pg1-9)FS 1474L5 Df0 14-5t.C10 T=91 SEE TOM'S 5.7 15PACPE 1101E 3 HRA ULU (6515-2 575.SPECIES.1307105. 5710 CEILING 1 2 124'-31 2 I 90 223 Srr •2/=1 , 16' 55' PFS Corporation ZUM 11TH CF SEE 1.05E5 4.5.5.7 CC : li M„�;; 0 FLlt!FIR LENGTH- NOTE•2 FIELD NOTES X47 IOTEs I i MIT BJIUER DCCEFDS rpx catnv SPIAC nRI 3c. L ILL 1-R�7IL5 BT F;iDLOER, f rfTdrT 34 ,LDL -33rAz 9.MDL NOTE•s NOTE .9 Is SEE).OTE•14. 11 / E r•+�•'?::d:' Sf?P�t•.' fi'-r5i�'y`2!i`9.�'�.Ci?:t•'.ri:?rii.ip :'':d•'?v;.'.•:fi:Xi•:>;-• .-).x•-.4.-4,7,-,:.--44::::,..:).".,,-. . ..'.'h•-)A}:-4 fSS!'£D Dl' ICI Yifi1FFCTLRER i2 FSIIE.1 0RRL D�FRGY NOTES'. .-.. y a ri!tr ' k'OCO TO 6'000 7'FR'S1A.EFSI(r fLLOKDS 9EHTH4JG TO _ 2 DCLII2ICR OU'FISIONS SFTT'N CN FLOOR PLFT4 RFtLEC7 Y min_ o !OTE GO.S�fT 300. '' f0'0J fw ea - 10'MIN for P.D. -_ti 1 SIE • FIDiE•3 ,'•' EX EN3 CO.JN OYER TFE SILL PLATE -, 9'TLD! „Pj ::1air i )JhETI F�I'1 1hSLLRTIQI IS IDCED.SIZE OF FOtRL7ATIa! _e,,,,,„ 7-3/4'YJLCs _ FCR EE OIIZ.FRaS?C T QJ EAST FKLL Ft.D `• Wfi BE E}LAELFD 2•DJ 5II0T)f RD lt]SiTH - 7-3/4'PR(� CFMER GIRDER SLPPCR7.SEE SE•3c 3. PILASTERS my BE REd1IRE71 BUILDER MUST d-EOC SOIL f«M0. f«YA k R COl1I'N IS RESUMED[AEF£R7}I EACH •; Ca0170 E TC 4PPLED 3LEWIT CtEd 5. _ 8 1/4'NIX 4_WIT 70 EE TQ-TYAILED WITH•1£d ARILS 1[s'ac FROND EISiB I Tho CF A CLEAR SPAN CEILING MUM--t'Ft=MIT FRYE W PERIMETER,lrcz 2912 CRC From-BOIS IRC. • YAX• .'m - .._. -}.1 BEM SFE FLOOR PLACE TO OE FOAMED TO MISS .1 I S REWIRED SPACE PoRTICIII1 REWIRES H 130-SF E SS STFURE SEE ACTLFL FLOOR +{ OF OR 111 Y PACEATI R 1 O F�ETGi 150 V --_- 20012 1 R`1 Fl_LI•I FCR SifllA LOCTTIRL ' OF CRF6L SPACE FlREA PR(T/R:ED BY CROSS YEWS Li PAX IISECT 6 RECENT PROOF)IE H SCREE/LOG v)) WIJEOSJS �I CF LAGERS. a 7M5 WILL VIRT.D-ELK LDCFL REWIREYFMS POST - 4E[ VEER GIRDER SPACING TfiCiE Si-IT•3,: 11 • 9d'T{Qi OR YEWS - 7. FrQL4LIIQJ D02Pi FOR JL`TFDD a"CENTER GIRDER •T r- , SEE TATE M. ` r , .SLFPOR_tpT Fi•D SPRCUI•1.OT FOR STALE F'PPROYIL. FIELD WORK 3-0•MDL �- --, -- a °st`I FCR SITE TnovaF'n RK m s�D+ti°QDE ars { '�•{'I 3'pISC 570. 1 0 1sriE Fro.--I 1 I I [T(fY!fLRC47ECT OR PRCFESS1aFL II.UUFFIE ITN TIE 1: 'i• 1 ut TE ll ITAGE7T� -UPtel SOD- I FPYI-LCA�E CODESSTATE REI MECO. ACILFL SOIL C4T?D[TLOf6 RE. _ I P1PE micszzamou .,.._•.:.-:•....:..••,::-r•::-r..-....;--....;.•-..,: - _...;,-.... E.z-:..-:::r•:: ::•i::::'=:-.:: _z :- :•-<•:1 ST.I -- ETA 1 I CFfYtITY _-'' 4' 4• a STAIR.SINX RISE ITC ESECIOU®TREED R:DUIP.E➢F�YA. I 1 ILITY Cf 11-C BVREER. SUGGESTED STAIRS, STRAIGHT SUGGESTED STAIRS, STRAIGHT ••':1 FY O so I DF NJ' SCBE: LIT=r-Cr SEE NOTE s9 SCALE: 1/z'=r-Cr SEE NOTE s9 ':.1 e $ is SEE Off FCR FCOCIIaii NOTES. rr 11 14-1 IF )_ / �1 _ . FIELD WORK x. d 12!PAT 3 IRT MDL LLE:J P.E«1.1115 o- 12[RO REWIRES DOL9LE SILL RATE CR LEE OF 11 .r! _ 11t' �' 1 i 1 j FEIMATIQt fiSFQE STAFFS MEI ® 1D-?LM fa:ea .- •1 FOIR.flRTION PLANS A43 DETAILS ¢ i3 s CO 12'.32*REroTE E WINDOWS 7-3/4'rAx TATE.9 - -- f E SUGGESTED MEANS o'SUPPORT. ill 73-1 ft.L TATE•9 -v -_ 9'IEIt - .- 1 Fi C10FEAI j FORbut WORK • W. 14[RD REWIRES TWO TSN.1] S PER REPT Cf'STAIRS ea ra 7-3/4'rxL --_ I REWIRED IN CO��tEE' cTIDN WITH 7n 15.7F cep'm PLRS BOTH SLOES BR E e- f«4' Sr/TE r9 �'-�� I 1 SETLP/II'SiALLATIQV DF 71-E Y��•RYDQCONSThLC7I�aL OTFER JSATcTiTFL3 rAY OE E FOR III- rAxB 1/4 0 1 LNtT SH L DOSE BY R P. \ L USED.am JST TELEOND�UI EGGS E HC)MiD•nDI F«rn. ail MA:C 3/4•rwc CIARED .S I SE RN BASED ON SOIL CO,�ITIO,IS. FPFLICELE BUILDD.c cross Fta IS'PFOVED eY 71-E 9 tt4). c PO. ../..,:1 SEE NOTE e15 rgti RM MDJ - = g `}� la STik'1 9 EF..A7-IT STEEL FIFE r0.lS:W FS7M 3-0'MDL +�__ • 3-0'TOIL --- - - • 1O"MIN For PO. _ y0 , --. A50L Fyy 36 ks1 im10,FLIP. CONCENTRIC LORD= 4'MDI--- 34.000 b.a 13•-0•TEIGHT. CAPACITY CF OTTER 12-\--1---_.-iii-i T qg�-I. _ COLU"dI(EIGHTS SEWS. Ii Iw"'CGd' •.`5:--WITH 91 1•MDI TYP. FOUNDATION PLAN I�sCr rl;arY cF STEEL caslRLcnat _7 II __ _ SCALE: L4'=1'-0' i i ► POS, IIM iiiiiih,.___ • I Mil 1111 3-0-KIM Ingl SUGGESTED STAIRS, U-SHAPE INE SUGGESTED STAIRS, L-SHAPE SUGGESTED STAIRS, WINDERS SCALE: 1/2-=1'-D• SEE NOTE .9 SCALE:1/2'=1.0- SEE NOTE .9 SCALE: 1/Z=1'-0' SEE NOTE s9 SIL PA1ERIFIS&LABOR REWIIED BELOW THREADED ROD/NUTS/E.'RS'E CR BOLTS I 5171010 CF"FLOOR.HIST IS TIE SFFLIED BY 1141FA-11.1O7L RLLA7FRIFLs 6 LABOR REOUIiEO BELOW 507700E OF FLOOR.HIST IS I RE`.2aSI51LTEY OF 111 BUILDER. 1rLSA I?14 GOWER51 7-C RESPCA5ID5_TIY CF TEE WILDER. CETRILS St-0104 FRE SLIX:ESTFD FCIUFL.S C-DW)I 0.2E q&B€L C ILLY 6 1/2110]/2`[6 GIST aiI&Y.CILTR-CONSTRUCTION FEET LONELY WITH ILL FPFLICTL'LE CODES. WITHR CQSI_1CTEa!COALS[DYF'L7 SITE 4 m 6f aRl-DER aE tlITH FLL PPPI.ICFL�.E CODES 4•-I SITE 4(T'D.C. SEE NNE•4 ,.. . ... . .. --• ---- SMEL ASIMIDEWIRED T\` �1�(�7, ii it& •A.0951,Y.x�FR J -•r-d2r6 SILL PLATE L�NOTE:12) --- FITS GM L SILL SEINER RETE 11 6 15 I/Tr8112 PLATE FATTIIgD TO •r•1 . GIRDER WITH E4)MI)AILS _�_I_ -_11-11:, ir , FLTE DOTE VOICES OF StPF'CRT A-f7- •........• 4'SOLID CFP CR GROUT YOI05 PAY BE WED.PROVIDDG T)€T .Ui Uf1_.11' '• Cr TCP 2 COURSES SOLIDI PSE OF ARMS FRRL1C - - - rW_fl' .“,r: 1/2116-FNENCR BOLT 12'ARC TFE ICSION LOADS FROM 11-E FLCCR ll D7 FROM EAR1 COdffR FM FULL I TO 71f FDUDATICG. Ow' FIELD WORK TUN!: 1 - FL'IMATE METHO05 CftL PE FPPRO7E0 ICI•'...2..' 6-0.oz.riLY F WHICH ME BY 11-1 LOCAL BUILD=OFFICIAL `i CR E 19- IN AT LEAST 7'DI CaSRETE IS •' C15'IN 515PRSIRRY LFILTS CR5 FOR LRETS LOCATED DE SEISM 1- • � r t %•a CESICN CATEGORY CO.FOLTCR ECUS r 1--• E -CED WWF&L LL Sill ALSO BE L�W9€FI ffED FIT BRED INTERITO Il PIE. Y'w`• - U • 5E 33f1'CYRlED OH A CONTDUOU FOUNDATION. I C 1'. • bILGS.-.ACD=ETC.591E 5E S -OR IS ` f 1 �, r at SILL PLATE APPCRTAG E)CTERICR WELLS. .�L... W.... E,;••. RATE I.R9-r"XS A IOItUMUM OF D229�d i3' MI ..V.."'. a. 1 - 511-BE FROVIDED BETWEEN DE PLATE FFD FI11 G®.-, m srrar. NNE•5 �7 u EI' • TTE rA(19020 FEEl R BOLT WPC=S7H1_ -LICIE_11CL1...":::,:'• E ITE D.Sl.LATION IS NOT a _ BE i FEET OZ.51EOC F0.2 TWO brut(SIX-MIRES. -IICIIC ii' VAPOR �• SHOWN FCR 01091 40 9 o _i-•• - SEE 91571!9 DESIGN FlElU NOTES.STN!�. .ti ,9i II'_ - m "11 • L..!-.- ••_ FCR OEELR a4 REOIAP.E11EI7TS asarrr.SEE SHT 3. I'� B'MDL BLOGC CR F'a.R�)lFLL a I= .... - 'T _ . '�' • SIZE C1MII GER-WOG SOIL BFFRDJG IS�ITY w =I = *...,-,,--11, IIS' NOTE SY FOLK WELLS WITH T CF[ L D LEL « y1ip rc;- . E• a'•,iyPFS Corporation Li 8rrrE III : RaRIN5T FRE MT FLLOVED PER RCM. m'- .7.41.14.- - ��-�t�El_.I_ •-T• _- --�- 1�p ��; TStLLE 640(1112 IORGS CLEss OF SOIL TIPS 11 - C1-: 11 -'F-' E,: UNLESS IT SFECIFTC T£SIGH IS IEOVIOfD PER EIC 1_ 1: --'=ENortheast Region FOOTNOTE'E'CF TIE MOLE. 111,•x_ 1 4•CREWEL T4i5E IGI '.ill_ APPROVED �k �7p ®� �'q �, a �to I� .. 1v�:st--T��/1_I-L -11-11• 991!911-1 APPROVED FIELD WORK - ` • � - • • EKY Raup - 3 mac 3/26/15 1:.-: 7T£Dta4ThSI t Is TN)r STAWN ,`I,h,i1,Pla 1449,19.fI, I, FOR C92faIDD CLARITY.SEE STT 3s RI • 4'DILL PERFORATED DRAIN : FOR INSULATION RECUIREPE TS. 11!:._ CRAWL SPACE DETAILS Ca 'u, 1FA7-,READER FJWi•tiJOINT - SCALE:P=1'-{7' r. Ca4CRFrE SSC, - MASTER SERIES cax �'' - :o :.•; - Lr.F, RANCH. CAPE, TWO STORY d CONTEI'1P. _�s - • k _ x<z ,, FOUNDATION PERU DE FAILS & NOTES 1.7,11,-__1 .. .:>,-,-,-.%4S--':- Ea _ Iciclr_ .,. . _ • MUNCY HOMES, INC. 71F[�ff r .....` ..•i�T 4•ern 1567 PR ROUTE 442 TERM BF2Re IEA MUNCY PA L7756 4.030.PERFORATED MAIN DRN BY DATE SCALE REV_ SHA. NO. orffFeceE WYE NUL 3-22-91 SHOWN 1-30-2015 4a 04\400 SEE ELECTRICFL NOTES- CKTr4 , NOTES _ CK-.! l7;T•16 SEE ELECT.FOTE•L� SHT 3a FCR F CI CRITERIA , SEE NOTE•7 t.. ,, ELECTRICPL UiT LST SIZES REPRPEE ESENTATIVE _ IU 3 T ;-•,IA 71P i; I 2 RiT-LRYLLJT fY`.D A t, air 3s 7 dip �3 " J _ ,I ;; I; fI ,+ ;; 3 SEE SNT 3e FCR ELECTRIC CLRMT IECULE I, d Y -' a 2*MI = 11 ' ;1 I 79 ; Irn eon NOTES.ns LATIO .LES as il i I I 3 I I 1 +; 1 r I I 1 I ,u OOCR ANO 1017:01/U VFLLES. GKr.tt aT•u S cicT�� 1 t IUKr_+ 1s 1 .I r-, L t �� n �� 4. SEE SIT 95 FCR r nEaES.E TRICFLELECTRICAL rSITES.EI CTRICFL �I NOTES.EIECTRI[AL STrJ3CLs FYA ,; L�19 CKf•I9 I- L , I IIRn BOX 11 IBrI I li '' L--- �� Ie 7 i; 1, tEST Nps _ I `(3 CCC IXXKTTT•+ 11 I+ ;+ "'I 7 7 ;i 11 3 LPCN REOJES �OAS fRE.HYHD_FI�£ OTES i, I CKT•9 I 'L 11 [XT•7 _ 11r++1 BOX = I ;; 6. 4E•p,ECTRICTL FIELD N3TES.NATE•IH.S7iT 3. '1 LI L 2 — 7 _ *-1 , �I Q ,x I T•x 21—� I I �, C l' ii �1 7. SEE'ELECTRICAL FIELD NOTES-,FATE•9.SIT 3z Ig L.S� ; ,1r— I --y —=J " I 1 1, I a SEE'ELECTRICAL FIELD tATES'.FATE L Siff�. J r 19 4 2 3 - = LT O3 ,- L--�/�/ I CKf•8 J - ' -+-CKT•a , aTWOSTOR1Ct1Ft 15 SA".ERS TNOIWOSYOQ'f— ( ) I -19 ; sEE t.7JTE•6 II SIDE 8T SIDE TDA'fl 5E91' 1TIal NR1IU9. SEE'ELECTRICAL FIELD 12:31E5'•N3TE.113.SHT 3b. �- 2 i I 1 i i L IL; .+•' :Ip ---"I EEI1fEE}]7 71'EY xE Stf7 Zc FGR F700R PLRL1.7143 S IL �yIC�SpSTTE SIDES pf 7IIi�f(f y 9 �J I S S I f Z I 1 (XT.D DCF•12'i II '+ CRT 1 n. i; YcRflTIa BILL CR'1 r,9r BE IN:�W'E sIW -1 r j = 1, ,1 L TE•8 F� ' 1',8 o!' ,. SPACE i 72 ELECTR[(SL..C>-EYATIE IS FCR ONE LIYIIT,Ll{EL 1 ,p,� _�______.I IJ_ IB „ SECOFA LIVWG VITT HE nrFS'CR IPAC£ l N1TE•13 S C S4 _ AV 3 , ,___-_. `� 9 I, 13 LOCRTIQ7[F 131TER Is r IF CA7 t SPACE �n t ._ n i_ /'i� I I CPrtfzt 1S SPec1F1E0[MEC IF C r----- ,_2n �� 6 � 11 ---� V — II 2069-21315 IRC-el CON z+•WIDE:'A CEP Fly 1 r, , II r— I 8 f3:T•18 11 MET PROVIDED TO LATER 1-ESTERS INSTALLED 5 �'•i FIDTE•8 6 ,i ,; DEr.22 - .. Ip -.1 c 1, F CR SETS OR ALCOVES,FITS 2 PROVIDED 30•a 31'CLEFR I 11 --�V SEE NOTE 5 18 x.22 11 FLOCK S TS TD BEES, A3 AT ISITER.CL EERIER 6 .6 (T.T•20 ,1 1 22 16 j� 1; CCNIROLS M£N III IS IIBTRIFD IN II RCQ't b OKT•i0 ,I 1'� I 5 L4. 2012-2015 IRC-SEE Sir a.F0.2 ENERG7 NOTE•ri kp 1CRT'� SFE NNE•o I i-' 1:::'2D .S 6S 20 e iiIIID" BOX B" BOX n18NAE.9 �' I; I 1B I I I; I; I L 1 ' °1 •IJ - i' 1; �-----c18 20211 —, -----�— -- _ ,1F�c-a +�II1=.1 1 �� 20 y 1_06,4. TYPICAL ELECTRICAL LAYOUT _-- -- — , , SEE ELECT.TATE•L SIT 31 ,____. 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ROWS STAGGERED.EACH FACTORT INSTW IF)) FIELD INZFUIED NIM THE STRAP OR CONNECTION UPLIFT CAPACIT7 SHALL • CORNER-FACTORY r - - I 1 - ,I� m lDd NAILS EACH END BE THE EOUNPLENT OF A SIMPSON LSTR12(830 LBL P 001 TOTRLFOR ALT. CD a CORNER STUDS EXTERIOR SIDE WALL - _I FLR/C1J;-PG Be. SE O / -- EACH CORNER St.LUND FLOOR ' - Y' FONOTE SHEATHING CONNECTION OF FIRST �� I� FLOOR TD SECOND FLOOR PERIMETER _ - SIMPSON LSDEO/STHD STRAP TIE HOLDDOWN RAILS CONNECTION.SEE DRAWING 7e1. • I OR EQUAL SUPPLIED AND FIELD INSTAL I ED ALL 6 ST BUILDER ON FIRST AN]SECOND SILOS FIRST FLOOR 1 5,-'° rr NOT SHOWN FOR CLARITY_ HLaI FLOOR FROM CORNER. - - _ i INSTAL BEFORE CONCRETE POUR WITH •���I ..wiemr �� A STRAPMATE OR OTHER HOLDING DEVICE • • _ PIA11_STRAP FROM BOTTOM LP WITH 16d SIMPSON LST".., -.- TRES NOTES SHEATHING SINKER NAILS.RLL HOLDS TO BE F]CONC - I O�pU T2w i Fan ..- II FLOOR TO SECOND FLOOR PER METER FIRST STRAP OF STRAP IS EMBEDDEDNEFULL IN CONCRETE SCRAP MAY BE BENT ONE FULL CYOE CD SOd WAILS EACH END IP /. PAILS CONNECTION.SEE DRAWING 7"r' - EXTERI ARE fDCATED RT FP171 END WALL • • 'EMBEDMENT 0.41 TQTAL DETAIL•G EXTERIOR CORNER. LINE/ SIMPSONEOUR LSTRI2 STRAP TIES SHERTHPIG NOT SHOWN FOR CLRRLTT. STRAP VALUES ARE BASED ON AN B°MM OR EOLIAL..SE OL MAX 02-FOR OPTIONAL SECOND FLOOR STEM WALL. FIELD INSTALLED FTl WITH CANTILEVER DETRE.,SEE DRAWING 7,2. _ SEE CONSTRUCTION NOTES ON THE . • m Illd NAILS FA131 END '. DETAIL=8. RS BUILT FLOOR PLAN FOR SIZE AND • • FIRST FLOOR STUDS 110)TOTRLFOR ALT. SIMPSON L • STRAP TIES FR51ET0NG SCHEDULE 7 FLR/CLG-PG Be. . '.0 .RL -%AINSTA LE W17H - • • (7)1I1. -1r. : EACH ETD.pm TOTAL . . SHEAR MALI AND RIM. BAND TO - EXTERIOR DID OR DR SSIDEE WALLIES TO�"" RIM' BAND TIEDOWN DETAIL- • • 2 STORY UNITS - FIELD MODU _. TO MODULE CONNECTION a ND WRL DETAIL SOLE PLATE SCALE: 3/4'=r-0" -- 2 STORY UNITS - FIELD SCALE: 3/4°=1'-0" SIDE WALL PERIMETER RAILS EMD WALL PERIMETER RAILS . NOTE FIRST FLOOR STUDS MODULE R MATE MODULE 8 SILL PLATED 1.11- N-THERE IS R GARAGE.THE BUILDER _ NOTES SEE NOTE><I1 SHALL SUPPLY RND INSTALL SIMPSON 1 01-FOR CO i." uN OF PERIMETER 00 SIMPSON LSTR1Lr'TI S STRAE ii^ LS-Am/57Hm OR EQUAL ON DOUBLE STUDS RAILS TO -v PLATE.SEE OR EQUAL SUPPLIED AND - (I ALONG THE WALL PERPENDICULAR 70 THE DRA+r "e1.DETAIL.2 OR e3 I f INSTALLED BY BUILDER WITH �_ FLOOR JQLSTS THAT SHALL BE REMOVED ST ,i•,"-L( NOT SHOWN FOR CLRRITI LTD 10d NILS EACH •4 RFBHR 3D'N➢J. II THE SITE THE 1MOLDOOWNLS)5)- LL BE AT - - - RIM BAND TD SILL PLATE EMD 04) (U(RL _ LENGTH ALONG SIDE (I EACH CORNER OF THE GARAGE RS SHOWN 1 ..WN CONNECTION.SEE RND END Ware 11 RNID THE SAME DISTANCE APART RS DRAWING 7e_2.DETAIL 2 RLL POURED CONCRETE L J II THE HELJREQ FOR ANCHOR BOLTS. 02•FOR RAISED RANCH FOUNDATION 3000 pd MIN II 51-ALL BET FROM COANCHOR BRNERS AND OLT G 7_2,-EVER DETAIL SEE DRAWINGI—H-11—. ��` NOTE II 72°ON CENTER MAX 7e�.DETRIL.7. • I I - �SCONNECTION SILL UR&SEE . II THE ROM BAND TO SILL PLATE TIEOOWNS - �--SIMPSON L.STAIB TIES OR EQUAL .RAWA'G 7e1.DoIII)L=2 OR 3 "I RS SHOWN ON RO DETAIL H2OPRE LOOOWNT FED�ED - -_ FACTORY INSTALLED. • - -• . NOT SHOWN FOR CLARITT. FOIJNDRTIDN =-. a' RAILS SEE NOTE 2 ABOVE .. HEAR WALL TIEDOWN DETAIL MODULE TO MODULE CONNECTION AT END WRL D .,L CORNER HOLDDOWN DETAIL - FIELD - FIRST FLOOR OF 1 AND 2 STORY UNITS - FIELD . SCALE: 1 1/2".--r-0" -r _OOR OF ._ "ND STORY UNITS SCALE 3/4-"=1,0* SCALE: 3/4"=r-0" • 1,3* MATE x2 DET '4 JMARTE LINE •` RIL:�7 II �� SIDEWRLL DETAIL u7 - P(( FlA1-FEIbIiT BLOCIONG �,.. • - RDD '1, AT t3IGE OF CANTILEVER ' - 1/2°DIA:T PID.LONG X X SUPPORT. BLOCKING FFISTETED -a LSTR24 • BOLT s 48°OL.SIIPPLTED . ETR)SAID OF SIDEWPIL TO JOIST WITH ED Bd NAILS - TIE(OR-) : -1.74 �i:1(1j AID FIELD INSTALLED BT BLEIER PER ED OF BLOCS . -i IN i(Ip`rS,•` _ • Li _ tluIEN END STUD OF FTDWALL - ]Od NRILSWFACH ''s( -- - 0 ROWS OF 0.16?. TO DBL STUD IN 311L' WITH Tom. �1 IVIHL gill 06d1 NAILS STAGGERED B 6°o.,. r - Is OF STRAP COHTTDi/LAY SECOND FLOOR . ' a l'OE-NAD_EQ �� S��•I STUD TO OF FLOOR E . a lfi°OG BY BUILDER 11111 FASTEN END OW OF SISIMPSO I. '.'n,r�,./.,, �' TO JOIST BELOW Ls7pan STRAPS T e SIMPSON SPACE RESERVED FOR THE NEW YORK STAMP OF APPROVAL MARIA F - FASTENERS EACH EMI mit 1(Dd SIl1 PLATES) Ii 2";ie RAILS MARIA - :1T1.F.M: c 1/T DIAz7"(TIN.LONG . • '•��'�'��• BOLT a 9S OL. -- -'NIDA . FOR ROOF ED 148"ODd1 X II , 01 SIMPSON LSTfi21 STRfiP TIE • oFPnnnm?IFsrpRE COPES mNsmx J� -- SUPPLIED AND FIELD PITCH c or=7/12 �-S FIELD D.6ifL1ED TI (OR EQURU SUPPLIED AND FIELD �12AM.Ill)V3FOIB` p��q • PLATE• • III INSTALLED BT BUIDER m:<8<5PF 2 FOROOF BY BUILDER DJTD KINGSILL I BAtmgIWIT BY STRAP�D(.9 WRRPPm� ���nl S-h .1i JyII END-Juul 9 or PLATE RNID BLOCKING II hs‘ammlr dnp 4v FIRST FLOOR �� • - 25-31-WID�UNIT ETD-JOISTS .....M.d.am n AROUND SILL PLATE AT 3T OL •a+ a- RAILS • QD 2x10 •2 FOR ALL 11 ALONG THE EXTERIOR SIDE WALL m".M mn».ue�rm... P, I ROOF -• o- II SEE NOTE r3 BLOCKING TO SILL ..�+.....+i ..a r....m�r SILL PLATE _. - FOLJNLWTION (NOTE.66'U'MRX�•u -• LENGTH - PSC X 3PLATE CONNECTION d) , I hi FOR 9-12/12 - ••- AWS SHOWNr� - t tJ 3°DC TOE-NAILED-FIELD /_. _ MOOLAErBE10W HOLD-DOWN PER RPPR..a. 11 • 1pI. ill. M • FOUNDATION • _- __ / •� CALL OPEFR 38 U 3S/BS MRNLL) ^ /LNCREMENTRL RtICHOR BOLT._. FIELD CONNECTION - MOD TO MOD - 2 STORY (pgg 3 OF 50-65 MRNUAU . Lre x IS'AND SHALL BE LMB-'-.m (P9 s OF ESD MANDAII RAISED RANCH FOUNDATION R tMDiIDILIH OF T IN CON.'a' Ill SIMPSON LS(AL]STRAP TIE OR EQUAL •- SCALE' 1 1/Z"1'-0° HIGH-WIND HOLD-DOWN DETAIL - • 6 IS IN MASONRY UNITS R. - ,•, SUPPLIED AND FIELD INSTALLED BY - -CANTILEVER DFT - FIELD MAX FROM EACH CORNER. BUILDER INTO RIM BRND WITH CANTILEVER DETAIL A1PPI TFC WHEN USING WFDM ANAL - sTRAPAT WRAPPED AROUND SILL - SCALE: 1 1/Y=1'-0" PLATEATSOOCALDNG - _ ' .1 PERIMETER RAILS _ THE EXTERIOR SIDE WALL MATE LAS • SIMPSON HE OR EQUAL •.aa ANGLE STRAP FASTENED TO ** SEE NOTE.3 DETAIL #5 DETAIL #8' _ SIDE OF OLLDND STOAT . WITH 5l 10d 1 ler NAILS m Ind NJiIiLS VI IIIIII RND TO THE SIDE OF THE ' STORY CEILING PERIMETER FIELD]NSi1RLL.ED ,I� 61 148" ...dD X 1 1/7 — ARIL WITH ED 10d NAILS ON BY BUIDDER • BT BUDDER I• NAILS ray. INSTPo I Ff) _ c .its LA (y� `�^� RAILS SNip P�D1t-TER tit SIL PLATE'E 0 ►,►, C` Y G b� ARA illrilli -- . 4 �': "' 1►ri1 SILL PLATE _ � 1? ✓ .. r''...,...._ ................*. , -BOLTa 48"aL��, t ,,,,,,TRI(F'B`BUILDER NOUN LSJPPL STRF 011 MASTER SERIES FOUNDATION OR EOURL SUPPLIED INSTALLED BT F WIn1 ONE RND TWO STORY MODELS (Sl 10d NAILS (HD 1.BUILDER n�� CON IN TOT L DETAILS FOR 110 6 120 MPH - 3SG WIND ZONES •• CF 5RJO T7 FROM FACE -RIM :f D TO SILL PLATE TIEDOWN DETAIL FIELD OF F O' T• •E MUNCY HOMES, INC. _ OF FUO•'-JOISC.a EXTERIOR SIDE WALL - 1 AND 2 STORY 1567 PR ROUTE 44-2 • SCALE: NTS FiELD CONNECTION - MODULE TO MODULE .- MUNCY, PR 17756 / FiRST FLOOR OF 1 AND 2 STORY UNITSSECOND FLOOR CANTILEVER DETAIL - FIELD DRN BY DATE SCALE REV. SHA. NO. SCALE: 1 1/2"1'-0" _ SCALE: L2 Wil'0 OATA$ASE ` REIT 4-25-2004 SHOWN 10-22-2013 7a_2 07\7d._2 BERM OR JOIST HANGER • FIELD WORK NOTES FOR ILS.1 AND 2.SH..S. SEE :EOLIIRED IJTTTi R 2x4 RND S 5=1 AND=2.SMT . a-1OR WR L ONLY L NATURAL ATTIC VENTILATION DESIGN PAIMTS AHD SETUP MANURE- OR N(CFF5A RLL RCLG JOISTS OR TR BLE CODES 2 OT FIL/GN W/STUDS,A DBL WR1�6PLATE DO NIS REDS SIDE OIV ON ESTOL V. WIGT add,1 11„ATOS 3 �SSEED ON T S-STEN/N(35 NOT HEET SEE SIDE OF SECOND STORY COM RIDGE VENT--..„.......4__ FIND TO THE SIDE OF • FIRST STOAT CEILING PERIMETER - FOR ON-$11L FRSTENING. SEE TIP. RAIL WITH 6)10d N-1- ON SITE BY BOLDER 4 OJT)FOR 11N1T5 LOCATED IN SEISMIC DESIGN CONSTRUCTION DETRLS, SHT 71. SEE CONNECTION DETAIL RLL SIT 71 SEE CONVECTION DET 6. 51sT 71 11 CATEGORY DO RIND THERE IS A CRNTIl.EVER.FIND THE ettiiiI, RIM JOISTS FOE SPLICED. THE FISH JOISTS NOT BE SEE ALSO SETUP MANUAL SPLSCED IbIIJG R GRLVRhltim METAL TIE NOT I FSS ►_. _ Th61tJ ODSB INCH OS 6Po RND 1 1/2•WIDE FRSTFT®.v....�._� WITH®]6d OFT ON EACH SIDE OF THE SPLICE � � 1�v OR R BLOCK OF TME SAME gut AS THE RIH JOIST '1,r' OF SUFFICIENT LENGTH TO FIT SE^RE Y BETWEEN •�. ROOFSHEATF@NG PRE-HRNIFRCTURED NDOD TRUSSjaV )I►— FlR1#[GHT BLOCKIING TFf JOIST SPACE AT WHICH TFE SPLICE OCCUR5 SEE SM 3c _ EIT OTHERS/RT 16°.!1S"!!R RT mGE OF CANTILEVERFASTEN DTFE �OD I6d NAI S ON EACH SIDE OF ,� MINGm ` FOR USS DESIGN DRAWINGS 4A ASTENED .m'11 TD JOIST WI1H 60-Eer.CLC. SEE TRUSS MANUALSUPPORT BLOCKING d NAILS 5. SEE PAGE Be FOR ALT FLR/CLG CONSTRUCTION. • \ EXTERIOR SOFFIT J / PER ETm OF 810 12 KNEEiJRLLS ' INSULATION14/V11RPPLID ON SITE I 111, .5 71 SEE NOTE=4 • i 'I�"' - - SFE SM 9n . WO PERDL RAYL .ti I►� . 1111nl�i��n��1:._ Agit - - ale•uL1._ FOR OVE721WNG OETAIIS. -�iiu.iT..�s - / SEE DETAILS•'4-ANDTRI S. ..oa S/e'GYP.BD. -'✓, COM - --s/esd ,�• Lie• /sTrr n OPT L00' OVERHANG DE L • 05 STRIPS / CONT.TOP P TES) DETAIL "A" • CONT TOP PLATEISI SCALE: 1/2' 1 • (SEE NOTE 2J ? i\ h - _ 2x3 OR 2x4 a L ba"eR 16"D.C. _ �.*a, _ L•74 1/I CONT:BELT ) RAIL.ALL BEARING SEE SM 3c FDR SPtllt�.GRADE 6 Or.SPACING 2:6 a 24.4L 16'OL WALLS(OFT.) SEE SHT 3c FOR SPECIES *L1/243 ?1/243 1COM BELT RAIL. 1- 1/2 GTP 80.--., GRADE 6 D.C.SPACING _ • _ ALL BEARING WELLS(OPT.) ' 1/2'GYP BD. • . _ CONT SINGLE INSULATION WN.B. ' BOTTOM PLATE TO WARM SIDE C 2 LAYERS OF RIGID FORM INSULATION DETAIL "B" SEE SHT Be C FACTORY II`ti TRLL.ED MAY BE FLOOR SFEATHING —.�I- _ SUBST1TUfTID FOR BATT IIJSLAAIIDN SEE SM 3c 0 ice'• FLOOR JOIST • AAA(If 11-6 ►,C_ �11 SEE SM 3c FOR SIIE. / 110 V J U - ►��� COM ]2. G. 5/e'4 - . • _ VV SPECIES.GARDE 6 OG SPACING o JIWI 1 1/2°OB STRIP I'I 11'(� 111 II�JI. DIP.AO B57 SUPPORT'S ..UU11f111711U �SPF(5)=2 OR EQUAL fl 16'D.C.OOR 24.D.C.O.0 l �(-SEE NOTE c5 O)SIMPSON ISTRII.20 ge. Ia�.eR 5/8"GYP.ED. 1CONT.St�-eR sir.'12' ,!� ]0 MIN for MC Le,I, DETAIL "C" Sltti STRAP OR EQUAL fl 48'c. c. IISU RTE 058 STEEP B. , ii" FIITH m 10d NAILS EACH LEG z�L -16' CONT.TOP PLATE() COM.TOP ATE 7J) E 2AT"eR 2c6 LRT 11 JD,LY Y3 I13T E DR (SEE NOTE 21 I; - !.,-:,-g BRACE fl 8,0' DETAIL A o _ SEE SM 3c DE m \ OFF OF FLOOR SCALE: 1 1/2=1'-0° ----k;'' •$ %'*..' • SPECIES.GARDE 6 r•' L Q-O'CLO.OPT.OILY] ''l "--- 4, "--• E vzs3 1/2°CONT.BELT g\ m �_�,,.f 9� 1/Pd L2"CONT.BELT ERR..RLL BEARING m f _ 206 a 3 16'0.0 I-.i,., qtr. . RR1 .ALL BEARING IP' WALLS(OPT) i m m SEE SM Sc FOR SPECIES• .".9'1e cne- . WALLS(OPT) .- P GRADE&OL SPACING - 1� 0)SIMPSON LSTAIB.25 ge. ) • _ - WATER `-TINE SIttL STRAP OR EOUFL fl 48'c� - ��� 5MTHItt L9]Od NAILS UFL LEG MI 1 111 CONT 3'WIDE OB STRIP W/LEDGER COM SPACE RESERVED FOR THE NEW YORK'STAMP OF APPROVAL J 3S MA DETAIL "E" COM.SINGLE I DETAIL "D" - ►��,1 DONT.3'08 STRIP 14/LEDGER(OPT) a U)SIMPSON LSTA1B.20 ge_ BOTTOM PLATE FLOOR SHEATHING SIttL STRAP OR EOLIRL a 48°o.c \ SEE SM Sc - �� 2x1D 17TTL :�' LATH CO IOd NRD_.S EACH LEG -- PET- �t IL LSTRI2 STRAPS FOR fLTFRNITE oBIINrtAO+raFsulE ma DIVISION t �� JUVUU VU n'1" 16d TOE-NAILED ALEANY.NrlmLLoe1 FACTORY WORK 11! fl]6'RL BY BUILDER 2x18 IN`!RAILS 1 lId TOE NAI E SHOWN PG BJ UU UUUU' I�I Simq NApp.vr+l.01---i., 2 e" - �I f'�i1 l6d TOE NA➢JD MI R-. 2a./01a 1 2 tl/IS FLOOR JOIST V 1 e 16'OL.BY BUILDER SEE SM 3c FOR SfIF C FIELD WORK 111 ' JOIST HANGER mdaytavolvatni. �armumn�.•.� —— SPECIES.GRADE 6 OL SPACING '�„I�, m..mm+ ,�cmr.xm .�T Ail OR 2x2 LEDGER OR 2:2 LEDGER .II � '•���r 'HI l{.).'�-� V.INSULATION WNE. _.. 2.___:'.\ _ •I�"I_'I 2x4 1' COM.INCITERS) 2x4 MM COM. 'ea - I{- SEE SSM�E f9 MEMBERS \R �I��". POTE•5) C LOOSE�itas INSTALLATION-T 5}ffATH(T(I'9-�PFD WO MTN.RAILS ONOTE=9 PM 1/F DIR/r MIN.LONG ' MIN.RAILS1 OF UMTS. ALATIL ._ BOLT a 9G DC., MOTEx9 IIV5IRJSD - io . ' INSTALLED BY BUILDER • ���� j - — I CONT STEEP 3°08 STCOM.S'08 STRIP - SEE SM 4e FOR SEE SM 4e III ID SIMPSON LSTA18.20 ge. ,. 1-1: — FOUNOATIDN DETAILS 6 SPECS. FOR STAIR 6 SPECS. S I ttL STRAP OR URAL a 4Wo.c 1 36'MIN. WITH 61 1Dd NAILS EACH LEG _ STAIRS BY BUILDER DETAIL "B" DFTAII "C" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2=1'-0" UO)SDIPSON LSTRSe.20 ge. SItEL STRAP DR EWFIL 9 46'oc CIDER LRP OR VINYL TIP. CROSS SECTION- _ !II WITH lOd NAZIS EAC}t LEG. LR SING OVER SFTTG OR • 5/B'1111 SHTG/SIDIIVG Sr-ALE: 1/2-1-0III- DIRECTLY TO STUDS ^ ® Mg r JOIST HANGER 4 ' iji V t�€ a}ei.T AN i DSILATIDN WN8 TD WARM SIDE -- ►a► I. � • _ SEE .E. VE.,., ,: �� OBI_FST PERI& `_ _� ��`�>> ,1f►F� -���IJI "� R�"'P' MASTER SERIES 11111 .. ' II,. BOTTOM ROW OF TWO STORY MODELS - - �111�11�� — SEE 5)iT 4a FOR - i :EPS OR 1-41F11F ` SIDING Ub-TR(FIl -- It-{Ir I_�_ FOUPIDRTION DETAILS d SPECS - - .. - (p!IPJIBERS .�-• -;/1 BY BUILDER CROSS SECTION 1/z'nrA uD)/z UNG �. BOLT a 48'Tc. LBd TOENAIL D MUNCY HOMES, INC. _ INSTALLED IFn BY BIID.DER • - a Dc �� 1567 PR ROUTE 442 MUNCY, PR 17756 TIP._...L—ft. SPACE CROSS SECTION - DETAIL "D" DETAIL "E" DRN BY DATE SCALE REV. SHT NO. SCALE: 1 v2=1'-O' DATABASE NAME MJL 3-22-91 SHOWN 10-22-2013 7f SCALE: vz'�r a o7�Ef - DFTRII #1 • FIELD WORK NOTES 1 &ULM S EAS IIC..LtwICFBE COC)<S MEETS 5-ED COWER TRIMA. 2 0.G JOISZS 02 Tiz>lSSES l70 t43T ALIGt7 WS DESISTED BY TRIES rlsI_FFCTURER N/STlAS.A C6L%ALL TCP FLI TE Is 101 PER OUTSICE DIYEISIDrS 5FD514 SIPPSCN rlTS-12 STEEL MULE STRAP tYIT fRLY CR ELYL 8.OL 3 FOR F•7 8 4FASTEFEO TO GS UI It N S2 TIE BACK SICE IT K EE1.FLL :Ydi ' M SEE FF1SIEt145. 1_ ILS PRE-r1fYiFICTLI�D 17000 TRUSS �FAT74G 1E10 0=L7:1'/SIC£_..-•''''''''1, GH MID AREAS PFE DEFINED AS FOU_CUS PRE-$•TF4EACTTREU 17000 TRUES INTO TIE SEE OF Tr£ rTRI.W 4. LII BFLSIC or FXXIOFL 7105]SPEEL6(V TDT OTTERS)Sr Is.192•Q2 24'ac. TO SLUM YLED CC IC. THHI SITE i i -I 4 SY 05ERS)AT 16"CR 24'OL BOTTOM C1L1RO MD 11)IOd 2000.2003&2012 IRC F >or=110 MPH 352. --_ 1TSIFLLID CCM.RIDGE VENT SEE SPECIFICATIONS rAruL ,• 2025 6-2009 IRS PREPS>or=100 MFT}35G. FCR TRIES DESIGN CRFS4N3S FEE TRUSS CESIGN IMLs INTO RE CE 12 •, Iv!.NCIH 12)'Ed FCR TRUSS CESIQI ORfSfIlGS K1FE1F[.1.MO ON SITE BT rigtx DSTFLLED CN SITE ST EUILCER 12 EACN COJPRI* IISff41ED CR SITE BY Bl1IDOER ��' L`2M5 IRC RRERS>a 0 SF11 3515. ././ �BY BUILDER t DETAIL "N CETTRRIL IA.Si .43 -1 O x it "B" %% CETRIL "C" scam 3/4=1•V 'FD2 Fr-61E2.71a+CETRILS. 12/12 Dae FR� S , :;� . () SEE SNE B. %o -ii V SEE SNF 7b FOR II CAPE ROCF SYSTEM`-- NOTE 166 NFOL 7Hd)RL�Tf7t PERFORATED 50FFC7 d 15(0)RISS BY EU0-FiFR. FOR mai NI/43 C FECI1CrS DOTE.41 NNE PANELIZED 17FT..L SUPPLIED RLIH FASCIA BY minima CR1310S,T51 7"1.DET.•IE 7.1,4 - - � ITr YFJFRCTL .05IFT_LED CET.•IA F1 50 SEE PAYE 16 53) �°-BPAELIEED T MR'1F DSTRLLED BY -- ., CFF'ECRFNR ET.SD, ,1 L .SIA CF CFT'E SET.4 Y.FYSIFlL EA BULLER a FIELD WORK /-2.x6 SFF 51W GRACES 16'CR 24'DC _ 2009-IS]ECC STATES(6-NIX s '...1 RD KR' �.PPLTEO 6 R�STAOIEB FETE 0 164 MDS TOE-NAILED BY OTIFJ23 • N D51.C(]TICPL 011ERI42 FII09L ELECTRICAL HRTFRTF,LS. EMI TRUSS BY BUILDER PLUMS=YATFRIFL5,ETC,TO COMPLETE THIS AREA 2B 6 213 NIDE ' S'• ' PRE TO BE DSTFLLED BT BUDDER IN R CCRDFi3:E TO FOD mal Wap DOTE.41 X, y1 .. -FLT.LOCATION 8- STATE FSD/CR LOLTL axes. SEE DETAIL•IE 5 r 7111 ,-� WILDER TO CHECK ' [)EYRIE "B" Fat 11-51 J@r I ren c 1a1I CFR FOR SCAEF+3/4,r-0' 05544 0 DETAIL "D" LOAIILYF 166 was a 16'o.,BT BUILDER` 4, DETAIL Ya" FASTENING REWIRE ENTS BntExa i RFFTER r - 116 WITH 16d MILS O _- I - 0T BUILDER- . T l s FASCIA 6-� ' - 200?!12 TECO STATES f6 NIX SOFFIT ELOIX� NQF-SDLLCTIRP.RIR- 0 l64 ERILS PER TRUSS BY WILIER 1x118' CARRIER BY MCCULFR t4FNJFFCTLRFR CTR HIGH WO DOTE.41 L.2.9.111714 FORM SEE CETRIL 05.11th 7,1 CROSS SFC:TION OPT SHFD DORMER FOR FIOial:1Ni MAILS Dam= 1 TRTI "0" SCALE: 1/2"-r-ff 50.LE 3/4=1*4M scam 3/4'=1•-0' - FOR HIGH trap 0371E.4) SEE CET.46,S.sir 7,1 - FIR FASTENT7G DETAILS. -F FIBERGLAS CR SELF$555155 SHINGLE,DETAIL #2 TYPE 15 FELT 111111 18'OYF3111. 0751.E BAFFLE TO PROVIDE AIR �UV Cd FAILS ROLL Bf44LE TO PROVIDE RIR OR•S5 SIMPLEX SHINGLE Lp 5RTtSEnT SPACE FOR ATTIC-VQ4T1IATICI SFAX FCR ATTIC VENTDATIaT OR must_36'HIDE FS ICE BARRIER // 77ETT CQSI5T5 CF AT 16551 0 LRTcT25 HIS DF I6a1AATYFM CFPTTED TOGETIfR 5/B'PLY w 135/1 ae CE A SETS-ACFFRD 1 PCLrrFR(WIP ED siRAP a 48'ac T T T T f i T T DETAIL "A" ;''' BrnrEl7 SFEE7. J1T !£WTD D1 LIEU . 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' �� '- IA '- - _. - ___ II CF1JTICN CONNECT P.fFIER • TO FENDER WITH L E TO D SHEATHING ROOF-SElERTt@C GID-D) CO S1YP,X1t7 F2SqSOFFIT 13.0-1C in nos AREA 1'RE-77£>;iFACTDpEo}TODD ARLES PfR REFUSE. FRIFRI FOR bu-i-i SUPPORT aF-SITE ay ajn 5/i2 - WTD OW XIFfRST AT IS. 1 CR 2}•aa SLPPCRT MUMS-4-4•D.C.YAK 35?SF GA, FOR TRUSS DEMON CP3L!➢AL'S ROCrr SEs filth T-9'oz IPoC 50 PSF GSL.7-4•D.C.tiRC ffAcltten TEDD FWDFIIELD It R47 IEO by BUA.CER FELT ERFLPFCP,AP!FIELD) OOLLCV MGT BE FELE TO LQTt15TFTD MEWL UR?Cr 14�CH� 7a2 " RAISED ROOF PORCH OPTION OE A ROOF CRY1 IONG - t1D�4RFL PAPER lFIE1.D1 ar.Ecr RFix-!EC FOR[SA✓FQ.:Ms • Help EDGE GiETDlSOtt LIISZCT RAFTER SCALE IJ2"=P-7 NOTE n2) 1 ` FASCIA IFIELD) PER RARER + - ...FIELD] dill . PER FSIETIIL Zx4 S�IDE7�tAL�t C.1."\_. YEtIIFD YDITL SCFFTT 1FIE1O7 -Il�!.I RODE �- ; 2x4 TRUxSS -vent J-pIIU.ff1F1.CD � 8-0'LE71G7tL57 .I _ I ELOCK VOIR_SIDING ffACTORDSum • ALT. RAISED ROOF PORCH OPTION 7/12 - 26' WINE V213 FltfYE FOR SOFFIT SI'PCRT SCALE: Mr-T-0' CN-SITE or WILDER tOTTF=- I.TI-E.Boum OF 11-E PORCH FFaIS PORCH DEICER.2.3 SCFFIT FRAY. WHIM8 5711 TRUSS FMCIR S-DLLD BE FLU,T1.R TER al-SITE E ElPa2 5/12 - 28' WIDE DETAIL #3 UTR IEEE)Tie A CR11-BOE. .tV.OP1IaL Ext4ECI7aJ CF 2x6 PLATE TO TRUSS 44 RAFTER FIELD COtDEC7TaF OF OIlRIOGElS 70 ETD 5777 L OUTRIGGERS 51-ALL 8E IS O.C,xD 2 Ra.1S 17.131',3•MILS OR LEFt RT 12•DL,rat Dl SDWSCTI 12A SIF C FRR'illG ANCNCR ET TOP FLUTE&S I_cc music EaAG1 Rat.ROWS SIFLL.EE STAGGERED- 1.IE71 USAID 1TE CAT ECRFL ROOF OPTION SiEtL FRLYS'i-E7tLYfOR �;�, T�PLATE sliFtL 13E •. FCR ►+ AS r +MI` '-10°R71I'L STEEL FRErII) RAISED-HEAL TRUSS BLOCKING IA OR JOIST TOR TER M PSF GR4AD SDN Z4'E I,; REIM PM FLL CCADI ICPS rp�I, m ro �� ,_. +� DETAIL FOR ABOVE 2009-15 IRC �r rax ' �� APPROVED BRACED WALL AREAS SOLD)FI Fart Past II TRUSS CR RAFTER DETAIL 81. Jfi FOR 2a MDE FOR A 26440E MTh R FT>EE DATE ICLEFT 3/26/15 OVER-FM.REFERENCE FIGURE 15 2012-15 L OF Tl-E 2005 DRC Y' SOFFIT CR FIGURE P.SOZ1O82[3)Of 11£2o12-is IRC FOR"WE ` [� p I{ pe REl7JI1�D ADctO,vG DETAIL AT D T/F7_I_AREAS. - PFS CORPORATION 4'-D-YAK 2Q BLL(-YL`Si Iti[tD D8 11)11 N OUTRIGGERS ATTECI-BO TO TRUSS OR ' SHEATHING To PATCH uaL Bloomsburg,PA 2<5 S'F.2/.L,s 24'OC FOR a5 PSF mows SN7.1 ZatiE ,.F-P IFR WITH INVERTED..DIST HTHIERS LR EOCFi RF_C/HEATHItT BELOW. FASTEN 2.6 5t'F•2/.1 a It CC FOR CO F-S IREND SD;{a It CC FOR SIII PSF GROW)SN31.t.ZO. _ I EDC,ES fYa FIELD Won i-3/.4• -. 1)151 E 2x6 SPF.7/.L a 16'OC FOR 90 P�GRaAD SNOW ZaE �18 EL x 7116'CRO.Ri STfiFTFS AT Sat. UCHOR r STFf1 as BLOCK=MB i SITE ItSTFYlEII BY ESLER-lREi7 5/I2 CR VIZ TRIS.{c5 FFRFMAG Y RN FT',1T TOT)DiSfi#1FD-4rtf71 5/12111 viz 1111 .•.1'S maw=11------E - dETAIL il•5. PRE-HfKLFF7Cil.FFD 161-mots) 1/Y riitl R2T{.'FLL �1Y'MAW IJ.L• '�;►i�U✓IW MOO TRUSS AT l6:192"0.Z 24 O)4 .__ lad3 LR CPT.CAA-l`"ORFZ F:00, RFFRR CP7ia`FB..liRdX7iF3 3-5- AS SHOWN 0.4�fiJ11Et,Tg1 FFiSCIA_7 = miL5FFSTEit h-FLSii Dl SICESIA_[.7b Y7/15.11111 UOCD STRLCTLRFI , �Illi _3S MASTER SERIES Zxi 4£AlT1II,Ci EDGE StXPCRT PANEL St511114 • o SLPPCRT BLOCIIII.G ONLY REDUDaro �.t11TL FStTL7LLl RLL MODELS I AT S-DITTOED',BUTT JDHHT LOCATIONS �i SLTE DhZCtJ_m UT BUILDER-LlFE71 OPT.9/72 112 12/12 TRUSSES a1 CAT1ff19nt,.,1tFF'fERS I'i/� -- - SEE NNE.1 FEi E D D51AL1 -1A-QI OPi 9/12 112 32/12 TRUSSES CR FLL CA7}£IX3-t_RFLF7F.LIII , Z-£0.15[F nl+a7 2-318• F-� FRAMING DETAILS Laic rmns o saw xM ,`�•. I MUNCY HOMES, INC. 2-ROLES OF 162 7/is 1 cl'OE f 1 x 1-3/4-LEG STAPLES a 2sac `' L 1567 PR ROUTE 442 TYP. SECTION THRU WINGED GABLE- WINGED GABLE PLAN VIEW TYPICR IDEW SRI I -T - NDWfl FRS ENING- D TA MUNCY, PR 17756 SCALE: 1=P O (t OTE =4) SCALE 1/z P D ECUIVALENT TO FIN CORNER FASTENING FIG R6102105 STILE IRC I M') SCEaE:NTS_ ERN Err DATE SCALE REV. SHF. Na FTG R6021114.4213 121u19 Ili oTrpelac. \08t3i E MI. 3-22-91 SHOWN 1-3?-2015 8b AgS\eSSoiN 11° 331 , ., ,,, J $3 - -- 13 GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION $/„ � ,�//` , //✓/ /,, .-- ',7, . ' CONTRACTOR N 0 T E S __2.. i 'Al� xi SI �.MOW*- __ a �\ '•/: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND � ih■ `MII * ■a 1i i ,1 General Notes: :/ _ Wood. REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. > ii 11 Iii II h IIIb ` ©liii 1 1 . ii �'y - GENERAL NOTES: 2, FIRE SAFETY: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. D.A.K ASSOCIATES 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A L 0Ao j� ASSOlrIATES, Ile FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. '� residential &commercial design•engineering•consulting 3. Nailing schedule shall be in accordance with the specified code. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 536 Moil Street phone: (631)767-6071 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be "shaped" as shown on architectural cross sections. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM .HEAT. WBslhamplon8each,NewYak 11978 fmc (631)466-3354 3. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. [moi: CAim8888e'octcom SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Deerkosld,Arm d.Kehl Assodotes.I1C• East End Design Assocates,LLC 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. LLC. No part thereof shall be copied, disclosed 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: or project other than for which they have been PLUMBING, ELECTRICAL, ETC. 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO .A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS 7• PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 95 PSI C. OR HEAVY DROP CLOTHS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8, ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. a. Laminated Veneer Lumber (LVL): 9, THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. . 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR, VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM & KEHLASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHBORS. RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE ,WORK NOTES: DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 15. INSURE A WORKING SMOKE DETECTOR AND CAIRBON MONOXIDE DETECTOR ARE INSTALLED AS PER NYS CODE. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. • 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. • CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 20 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B N OTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. • PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY - (in pounds per square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. USES(s) AND OCCUPANCY CLASSIFICATION(s) USE . LIVE LOAD DEAD LOAD SHEATHING NOTES: USE OCCUPANCY EXTERIOR BALCONIES 60 10 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST -._ _._R & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO r...„ - FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 'i i l RESIDENTIAL R-3 (Single Family Residence) DECKS (f) 40 10 E -'fir -2'0-'15-,1:111 - i _ r,� II i TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 (1) SHEATHING TO BE NAILED TO ACQ SILL ; i j (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM • I-• _i DEC-7' 3 2015 I�:N, TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES L __ _ _ - I l (4) SHEATHING TO BE NAILED. TO TOP PLATE r V B ATTICS WITH STORAGE (b,e) 20 10 - I NO SUBSTITUTIONS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 PROJECT: All framing hardware shown on these plans, HEIGHT FIRE AREA SLEEPING ROOMS 30 10 unless otherwise indicated, is Simpson Strong-Tie, ADDITIONS HEIGHT, BUILDING. No substitutions are approved or authorized. THE VERTICAL DISTANCE STAIRS 40 (c) 10 TO THE FROM GRADE PLANE TO Due to the relationships of framing hardware -to THE AVERAGE HEIGHT UNLIMITED3 AREA EMMETT OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 the other components of the structure, any framing AS PER TABLE 503 hardware substitutions will render these plans SURFACE = 24'-113/4° AS PER SECTION 502 OF ROOF 20 20 null and void, and will result in the installer/contractor RESIDENCE THE BUILDING CODE OF NEW YORK STATE. assuming responsibility for the design and performance of the entire System. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. TOTAL HEIGHT FROM RIDGE TO GRADE 29'-5Y2" b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 1p IHAR LANE LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY ROOF DSA I\^ AGE CALCULAT UI\S: CUTCHOGUENEW YORK DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING 7 OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ROOF AREA = 84 sq/ft DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL ACQ NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. • e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS V = A x R x c GENERAL NOTES TABLE R402.2 A = 2832.24 sq/ft - ROOF RUN-OFF CALCULATION MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE R = 2" RAINFALL = .17 ft C = COEF.. = 1.0 MINIMUM SPECIFIED V = 2832.24 x 1 x .166667 = 472.04 C.F. SET: ISSUED FOR: DATE: AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) DECK TO BE REMOVED NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL NEW CRAWL SPACE NA SEVERE (b) 472.04 CU. FT / 42.25 CU.FT./ VERTICAL FT. = 11.17 V.F. EX. BASEMENT NA EX. FIRST FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER USE (1) 8' DIA.,,POOL MIN. 5-0, DEEP AND (1) 8' DIA. NEW FIRST FLOOR 1430 SQ/FT CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (a) POOL MIN. 7-0 DEEP = 507 C.F. EX. SECOND FLOOR NA SEAL: DATE: NEW SECOND FLOOR 1320 SQ/FT ALL LEADERS ON HOUSE TO BE PIPED TO NEW NEW BALCONY NA BASEMENT SLABS AND INTERIOR SLAB ON JUNE 12, 2015(c) LOFT NA GRADE, EXCEPT GARAGE FLOOR SLABS 8' DIA. x MIN. 6'--0" DEEP OR EQUAL LEACHING PROJECT No: ATTIC (HOUSE)(a) NA POOL WITH COVER. © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. 982-2015 • ATTIC (HOUSE)(b) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND , DRAWN BY: NEW GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ,.. ATTIC (GARAGE)(a) 576 SQ/FT REAR OF HOUSE REQUIRES : UNDER FEDERAL COPYRIGHT LAW. OF NEiti� BDK " PLANS MAY NOT BE REPRODUCED WITHOUT ��` DECF, orP CHECKED BY: BONUS ROOM NA (1) 81-0" DIA. POOL MIN. 5-0 DEEP ,� PORCHES, CARPORTS AND STEPS EXPOSED TO WRITTEN AUTHORIZATION. �� '.t °sem JJD SCREENED PORCHES NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF i* 4 9' -,{ SHEET NUMBER: 4 SEASON SUNROOM NA r` A i'r FRONT OF HOUSE REQUIRES � �:>�,,� W NEW DECK 420 SQ/FT n D.A.K. ASSOCIATES, LLC. '1 '•• : ; d (1) 81-0" POOL MIN 7'-0" DEEP THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �`« • _� , COVERED PORCHES 546 SQ/FT ��, „ g, 4. GI COVERED ENTRANCE INCL IN ABOVE FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa POOL HOUSE/ CABANA NA (a) AT 28 DAYS PSI PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. `o '�°. 72`) �� (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL IF STORM DRAIN RINGS ARE TO BE LOCATED IN '`g5\o'�� ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) THE DRIVEWAY THEN TRAFFIC BEARING COVER the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF RAMP TO DECK NA (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) IS TO BE INSTALLED AS PER STATE AND LOCAL of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. CODES. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSK , PE (a) WITHOUT STORAGE construction. ® D•A•K ASSOCIATES,11C (b) WITH STORAGE SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION , �!%i'''/�.,/ ;'' �% %`moi%'�%,"y ;' USE 8dA MINIMUM OFTH I V TS20 LTA/S20 DOUG-FIR LAh�i% s • TWO NAILS THIS ,„,/,,,,,,,, / j // ALOR ABLA-E LOADS LOAD SIDE OF TRUSS. / / ./././1•,,-,.--.,", �% ■ ice■, i-'.1 FASTENERS LATERAL WITH MODEL GA UPLIFT UPLIFT TOTAL FOUR ° - • o NO. TO AVG (133/160) 8dx1S" •• 8d NAILS TO TO RAFTERS/ ULT. F F NAILS33& STU INTO TRUSS m I //' PLATES STUDS (133) (160) t z ( /' '- , m ill- I �d�• H�i�l�l+ � ��lii ri,�� -..o i��.—, TRUSS 160) SIMPSON PROVIDE (1) HGAIOKT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION I V TAKE-UP WASHER CONNECTORS MANUAL FOR ALL FOOT NOTES AND H7 16 4-8d 2-8d 8-8d 2991 930 985 400 SIDE OF CEILING JOIST _ D-A-x ASSOCIATES ac AND ON SIDE OF RAFTER y PROPER INSTALLATION PROCEDURES (► H6 16 8-8d 8-8d 3983 915 950 650 5, 44 /1/I //// residentld ComnlelCia dedpn• enphleeAnp COnsulfinp DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) �� TWO o = ART`'x12 ,•• $ • � 506 Main Sheet phone: (631)761-6011 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL` o s • \; MODEL GA AVG 2 REF. INTO ,'; o NO. MAX. CLEAR ULT. EFTA LFTA PLATES op° _ •`•°� • •• • WBSlt1a111ptonBeoch.NeWY011C 11978 lac (631)466-3354 WIDTHSPAN L QTY DIA 1�" 2" ®®® 1 " 2" 24" 3" 34" EIGHT '° Mal: CARIIOIIA(11 8d NAIL` ° SP4 4 INTO ° I e eAll Deefkoeld•Affn a KeH AtfOCiOFeI•LLC•I Eott Efld Desfpn AuDcJOtAt.LLC LFTA ,/ 16 2I" 17" 38g-16-lOd — 4200 1205 1400 5. 44. 85 STUD ` \ °I►` zA7J7,—0�P'� '� ,. F ,,/�;/7/27-- "�! f 7 _ OWNERSHIP & USE OI DOCUMENTS: DOUG-FIR LARCH / SO. PINE • FASTENERS2 ALLOWABLE UPLIFT LOADS 3 These drawings and specifications including the 10d x 1}" CODE _ MODEL L AVG 10d r € NO. ULT. REF. LFTA • 1od 1od x 1�" (133 / 160) (133) (160) E. LSTA21 ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed _II/1/- \\,. .a/MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 •._ to others or used in connection with any work ° I or project other than for which they have been o J `�A/ prepared without written consent. e MTS20 PO 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 = ARTi"x12 ° 111 Simpson Strong-Tie HGA10 1 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 aNW- DETAIL E COUPLER NUT fl /1 A,. E ual number of DOUG-FIR-LARCH/ q TYPE OF DIRECTION SO. PINE CODE !Illi MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. specified nails InN0. TION FLOOR ROOF (133/ i (100) (,25) ,so) each end Simpson Strong-Tie • DETAIL "K"G 515 sas s7o ! ����1�- CS16 • LTP4 5 J 515 645 670 6, 59, 97 \/` 11 " H 515 645 670 IP DETAIL HMATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS1'7'9(DF/SP) (133) HOLDOWN HOEDOWNARTR'x12 • DEFLECTION DEFLECTIONCODE 441 _ 5"- STU LENGTH OF BOLT 2.3 AT HIGHEST REF. _ �SIMPSON MODEL AVG AT HIGHES J 8 NO. •- ;• ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ( _ o BASE BODY HB4 SB W H B • DESIGN LOAD DESIGN °O GA GA WHEN RAISED OFF ����1171t14 • • ' 1�" 2" 2}" 3" 3�" 5�" LOAD THE SILL PLATE TAKE-UP WASHER HD2A 16 12 4 " 23" 24" 8" 2{`�" il" 116" �' 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o °1- ° ART8"x12 MODEL DIMENSIONS FASTENERSALLOWABLE UPLIFT LOADSimilm NO. AVG W L STUD PLATE ULT. (133)2DF / SP (160)2 RODE �' SP4 3i " 74" 6-10d x 14" — 2917 735 885 7, 40, 127 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE �� meim '- i/ ° ' °O WORK NOTES: MODEL REF. ' NO. GA W L NAILS (100)R (133) (160) LSTA21 20 14" 21 16-10d 905 1205 I 1295 7, 40, 90 '°o _ MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE REF. '� Simpson Strong-Tie ; NO. GA W L NAILS (100)R (133) (160) � L.US46 MSTA24 18 14" 24 18-10d 1025 1370 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS SPACING REF. HD2A END NO. (LENGTH L GA CUT LENGTH (TOTAL) (1001 (133 / 160)2 00• OF ROLL) (IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ,//�'; Al Simpson Strong-Tie 6 CSI6 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2,�" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE • DIMENSIONS FASTENERS DN. �pUG-FIR LARCH/SO. PINE ALLOWABLE LOADS NOTED. FAILURE TO COMPLY WITH ALL NOTES ',��U1=- MODELON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL IIL 11 NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR (100) SNOW (115) ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 1 • 10d 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3?" 4I" 2 4-16d 4-16d 6076 1140 1160 —1000 — 1150 — 1250 7, 40, 127 = DETAIL IITII STU 5 - HUS210-2 14 33" 91•V' 2 8-16d 8-16d 6076 1755 2105 — 1650 — 1900 — 2065 1, 36, 84 122 • DOUG-FIR LARCH/SO. PINE ALLOWABLE LOADS = ART "x12 SIMPSON FASTENERS UPLIFT LATERAL CODE . TAKE-UP WASHER MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 - . HGAIOKT 14 160 A` 4-SDSI"x1 3" 4-SDSI"x3" 1523 435 435 1165 940 ' :K. `! SP4 C (CNW_USE AMINIHUH OF TWO Bd NAILS THIS ' CNW- 5"SIDE OF TRUSS. COUPLER NUTSTUTOTAL FOUR /• • o SE A MINIMUM OFSIMPSON 8d NAILS TWO 8d NAILS THIS STU �"- • - INTO TRUSS / _ SIDE OF TRUSS. MTS16 MTS16 1 �� = TAKE-UP WASHER /: ; ® • SIMPSON LSTA21 SIMPSON TOTAL FOUR ° ,,,,/_ HDZA _ litiTAKE-UPj WASHER o • Strong-Tie8NT0 TRUSS % _,,, , , _ LSTA21 HUS210-2 -v _l//q u=/ 1. illft-4411111011100, .... ,.. f ff iN 'I? , N Two 4E �� `���, ..r. ,, PROJECT: 8. AIL, I I �� FI ` �� I TO ►�°III - NI ADDITIONS PLATES °0° II " ANCHOR BOLTS S EIGHT TWO °I o 8d NAIL` NTOAlI` ' °° /� It/f\ fl �� ,� TO THE INTO DET !� STUD Simpson Strong Tie PLATES °0o ® ' 11 H7 EIGHT 8d NAIL .. ` ® 11 11 EMMETT INTO ` DETAIL "D" DETAIL "G" DETAIL J STUD Simpson Strong-Tie H7 iii:‘,1:00:000000000 Simpson Strong-Tie RESIDENCE LFTA LFTA 1 NROD SYSTEM - LFTA I <4/\-- 40 .. B P 141440100 IHAR LANE IID v CUTCHOGUE NEW YORK . , 1 1111%Im.---. • /` x . it DRAWING TITLE: ' • SIMPSON WINDLOAD 0 ' LTP4 b CHARTS & CALCULATIONS Ik "L" DETAIL & LTP4 STRONG-TIE DETAILS 1111 SET:1SET: ISSUED FOR: DATE: • DETAIL "C" ' I • ° • .o Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY • Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. • it +'•1. SHEATHING NOTES: .„..k,r -' ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST • & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. JUNE 12, 2015 LTP4 DETAIL "B" PROJECT NO: 1 LTP4 (1 ) SHEATHING TO BE NAILED TO ACQ SILL �� (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM - 982-2015 Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES / of NFW DRAWN BY: Floor-to-Floor Connections (4) ti ,,:n, "r0.„1- SHEATHING TO BE NAILED TO TOP PLATE EN, BDK ¶ %1 A * CHECKED BY: ND SUBSTITUTIONS • 0 - '.‘:-:-•,. ' w SHEET NUMBER: All framing hardware shown on these plans, ' ' -, `r_ " 'a a �; unless otherwise indicated, is Simpson Strong-Tie, `oma' . 07 L'') �` G2 No substitutions are approved or authorized. '01nEk 1 S Due to the relationships of framing hardware to • the other components of' the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J DEERKOSKI, PE assuming responsibility for the design and © D•A•K ASSOCIATES,nc • performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, \AILING, FASTENING AND TIE DOWN DETAILS 79"1"/7"312"°""ri/ , , %,�,,,Iv , �, , ��;;;;-/1"-',/z."'''//-:"4/ �;' it/_, � /_ a_,z rrnliT_. '\'':_4., /'./; ,71 fes., r -v^ n-� /A l i � t��l!IPI''II iniii E' II il�h , rF -?-- �� �- �� �- -� (`� Sandy Loamy Fill Sandy Loamy Fill • D.A.K ASSOCIATES, uk J � �) ) F �� �� residential a commercial desmn•engineering•consulting Q. J J� < J � � l (Compacted Every Two Coarses) (Compacted Every Two Coarses) CL--���.�� �.�� ���.J� C L C Top Soil To Soil - phone: 631 767-6071 J� J� J� � - -J p 506 Main Sheet ( 1 L�. ���-••-)J}—� Westhampton Beach,NewYak 11978 fax X631)466.3354 \ �,J E-Mat Gmi8888Qaol com PITCHI RetainingWall Cap Block RetainingWall Cap Block Deedzodd.Arm&Kehl Associates,LLC• East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: EF --?---'-- m, GradeRetainingWall Block \ / rade ♦ These drawings and specifications including the (V.IE.) .�5 IF) ideas, design and arrangements represented ' } ; I — RetainingWall Block therein, are the property of D.A.K. ASSOCIATES, _ ♦ ::. 1 ) i .......;. LLC. No part thereof shall be copied, disclosed `� J Retaininc Wall too others otheror etdh in forwhich h any work C, [ --NL �c ' --' StablizingMesh ,.:,-,Y.0.,1111111 � ,- ■,� r ��� project y have been �1 r -) 1'5 ,( ,� ;; prepared without written consent. !., I I Cement Block Cement Block PROVIDE WHITE BEACH PITCH �N � . � CX 145 Rebar 24 Long '� u, �� Retaining Wall i It i x STONE OVER SAND TO Cric- --- ( � :' � #5 Rebar 24" @@ 48"oc. Alternatin '� � Stablizing Mesh BASE OF FOOTI�G � RetainingWall 1,_,. „ Long g 1 : ' . '� 48 oc. Alternating White Beach Stone Retaining Wall � ) Stablizing vlesh ' III iii= PITCH _ j I Coarse to Fine Sand Stablizing Mesh 1__. ��� White � �� Grade ::�• Beach Stone ♦ T T T T :: .•. :'- 4"` ' � ' i`i�f f £v' %T `' A- f\i f`T f`. , ' �-�..� �(�,I.F,� .7.•.•;.:::'� f ,� �f �f Stone Blend :f'XI ,�f ,� •� f,T '`� .,�� ,�f ,� �T � i -:.. °�������: 4" PC. Slab . . . ;,.,:.,..;: Stone Blend PITCH { �-.� Coarse to Fine Sand : ; . :-- ::. LOWER ^ j f :... B1\SEA ET . . • RCA Base :. • SCA Base Concrete Walls to be 9'-0" Tall ( J) . STON E • • AREA �,_)--- . .. : . : • . ... . .. .. . . . .. . . . . . .. . •. • . 20"x10" Concrete footing 20"x10" Concrete footing WORK NOTES: PITCH n--.(-- PITCH (Min 3'-0" Below Final Grade) Vlin 3'-O" Below Final Grade) ' I--- .—i CU EF O ,, 1 WINDOW WELL DETAIL RETAINING WALL DETAIL ( c.c ,, ) PROVIDE WHITE 3EACH vJJ SCALE: 1/2" = 1 '—O" SCALE: 1/2" = 1 '—O" cv STONE OVER SA\D TO `��' \ G _8. SASE OF FOOTING nom,^ - p -I �- EF --?--PROVIDE RETAINING WALL 64 IN HEIGHT �� ° I — ON EAST END OF HOUSE. ( J 1 PITCH L_ L — I PROVIDE STEPS 3" DEEP AT MAX. �� j INTERVALS OF 18 ��--J-> ,--2, PITCH 3" Steel Column on / 8' --/ Crc 2'-0"x 2 -0x 1 -0 VERIFY DIMENSION WITH CJ Conc. Ftg. — OWNER PRIOR TO �� J CONSTRUCTION � .�-"JJ-� Provide vlasonry Opening For Q-�, PITCH a CX15 Andersen Window I ;PROJECT: With Double 2x8 Buck Surround, �' ADDITIONS (Window to be set @ 7'-6'' AFF.) >< PROVIDE WHITE BEACH 1 n�� TO THE STONE OVEN SA\D TO c ) ) ��-. SASE OF FOOTI\G ��- -� �� C -- -), EMMETT BASEMENT i_ __,,, ����(JJ� 11 PITCH �wJ < ( J )' J • • ♦ • • • ' •• ( J /z RESIDENCE Concrete Walls to be 9'-O" Tall (- --,c-- --, � �,�J • • NO DAMP . • • • NO DAMP . . • •• ` �� J 4" PC. Slab F � • PROOFING PROOFING ' � 1 l PITCH _ • • ON EXPOSED •ON, EXPOSED . . .. • • • f �� • (&_, ��, _ FOU N DATION • .FOUNDATION _- DRAWING TITLE: fin,^ �n-.r,., fin,- Cc is iii IIII. in .n-v^ r •-. • RETAINING WALL ) 1 1 ) _ ' �- �� �� . -� . �� = PLANS ( , ) C J � ( J � ) ( J1 ) l ■ 1. . AS NOTED • ■— _' �.JJ �� J -) ��' J J �`-- J .� J .� JJ �` .� J' ,� ) J SET: ISSUED F RL � .��J ���\1.J ����.JJ L1� J . � _ J . . • 0 . DATE: L'�'-J-� <'�-J-� L'�-'-J-� <-'d.'--J-� PITCH ♦ 1 . . • • • ��L J > _L. •J�)� .. . �... ) �,JJ . .• • • . . - I RETAINING WALL ELEVATION L — — _ — — ♦ TOP OF BASEMENT SLAB +1- ♦ ♦ SCALE: 1/2" = 1 '-0" SEAL: DATE: JUNE 12, 2015 PROJECT NO: © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. -- ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED OF NFs> 982-2015 • RETAINING WALL PLAN NOTE: UNDER FEDERAL COPYRIGHT LAW. DEEB, o '� Y DRAWN BY: ALL ANCHOR BOLTS PLANS MAY NOT BE REPRODUCED WITHOUT ,,,7$54 `*-,.•'DEL-„,,, . BDK • 1/2" = ' " ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION. -,:148! 1- * CHECKED BY: SCALE: 1 —O ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Y ,{,ea W JJD PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME i r„ x, ' :: d r w D.A.K. ASSOCIATES, LLC. c', 1:--_• ? SHEET NUMBER: WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. N<" c,� THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE o v,D NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 'lark 0, ,,,- FLOOR , ,�, FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS 'ea---' S 1 BLOCKED 48 oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings does not authorize the right to build without the authorization BAYS PARALLEL TO EACH OTHER FROM of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building EACH END OR SIDE OF HOUSE NOTE UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOB NUMBER: OF agencies prior to construction. JAMES J DEERKOSKI, PE © D•A•K ASSOCIATES,tic • lj ///. %A / j2. `�j/j / /�/ am I® �•1 �. . c: ri�" , iii' Vii. IM 11 i ■ter I, i l/ fi.GE Ilii:: 301 301 0D.A.K ASSOCIATESroc residential &commercial design•engineering•consulting •/ 30' / / 30' / 13",V 7'-517'-5� 7 -51 1 phone: (631 767-6071 7'-5 1 506 Main Sheet H',( 7' .( 7' ,{ 7' ,( 7' T1.1-1 4 8" 8" 8" 8 4 �I� Handrail Post ! Westhampton Beach,New Yak 11918 fax (631)466-3354 Line of Deck Above Line of Deck Above -� Line of Girder Below Line of Girder Below ,--Handrail Post(-;`1- Line -` 5 Line of Girder Below Mot 88Qapl, com \ ), (2) 2x10 ACQ Girder + (2) 2x10 ACQ Girde-1-- r — 1 (2) 2x10 ACQ Girder i9 - (2) 2x10 ACO Girder • 761 Handrail Post-• �� — Deerkesld d/ L _ / L- r r OWNERSHIP & USE OF DOCUMENTS: 12" Sona tube filled 12' Sona tube filled 12" /-12" Simpson Hurricane / " P Simpson Hurricane 12�i.9�12 These drawings and specifications includingthe with Concrete on with Concrete on ! 2"�9' Tydowns on Rear Tydowns on Rear ," �d 9 P 2'-0"x 2'-0"x 1'-0" 2'-0"x 2'-0"x 1'-0" �xv Side of Girder 3 "✓/' Side of Girder �� o ideas, design and arrangements represented Conc. Ftg. Conc. Ftg. �i /'-2 ,7C'-z 2 2 2 2 -2 ,rod'-2 2 -2 ;d1i Y/1 i�'-2 ,yP-2 'of ' .'-2 2 '-2 :�'-2 2 2 2 '~ therein, are the property of D.A.K. ASSOCIATES, Min. 3'-0" Below Final Grade) ( g ) I r` - 0P- - - - i i - - - 00 LLC. No part thereof shall be copied, disclosed ( Min. 3'-0"Below Final Grade to others or used in connection with any work _ N N w _ or project other than for which they have been a o Handrail Post III 8 8 8 `8 c0 isz prepared without written consent. o o Handrail Post "--i O CO ti in N O •--1 O' -" _ -" p p V I • �, a 4 Q a ¢ ¢ ¢ — A O ! o a o 0 0 0 C o '; 9 MIS Li LD N N N d d cCO ro Verify Stairs v N N n, / /Verify Dimension I With Owner /-3'-6"-h---/ / /Verify Dim• nsion • Verify With �\ Owner Sim son Han ens 2x10 ACQ House Simpson Hangers 2x10 ACQ House 31-6"/ —/ 2x10 ACQ House 2x10 ACQ House p g p g Verify With Beom Beam ` \ Beam 1Z n A A I A Beam -� `� ♦ Qwner I — I 1 — — 6' hider 6' Slider c 6' Slider 6'Slider — KITCHEN NOOK FAMILY ROOM KITCHEN NOOK FAMILY ROOM `A } J A 301 -,/ 301 WORK NOTES: FOUNDATION PLAN FLOOR FRAMING P • SCALE: 1/4"= 1'-0" - SCALE: 1/4"= 1'-0" AdA � 301 � BEDROOM #1 30'-32' ,` \ / PROJECT: ADDITIONS 4.1- TO THE EMMETT' I 102"/ / Flush with then BottoVeriwith Ower mooffDthe Dooro be RESIDENCE 102is f / x 6" Trex Decking or Equal MPcr i • Simpson Strong Drive Verify With T r, StructuralppW q Screws Rail System or A raved E sol All Railings and Stairs By Trex or Equal Post Cap Owner FAMILY ROOM are to be lnstolled as IHAR LANE ((2) at 16"oc) per NY State Code. EB-------Baluster Rod " Baluster CUTCHOGUE NEW YORK 55a" Trex Decking —Bottom Rail-icy / /Verify Dimension (Verify with Owner) 2x10 ACQ Blocking i� 1z Azekm Skirt Board I �_ 2x10 AGO Blocking _�z10 ACQ Box Beam DRAWING TITLE: Notched 4x4 ACQ Post 3'-6"/ / 2x10 ACQ House Beam 2x10 ACO floor Joists 0 16"oc. l! Verify With Simpson Strang Drive N1,� Simpson 2x10 Simpson Hurricane Structural Wood Screws • Joist Hangers Tydowns an Rear or Approved Equal Flashing Side of Girder Grade 6'Slider 6' Sider (2) 2x10 ACQ Girder \ (V.I.F.) 4x4 ACO Post Simpson 4x4 Post Anchor Simpson Hurricane DECK PLANS AS NOTED KITCHEN NOOK FAMILY ROOM Basement Concrete Anchor System• 12" Sona tube filled with Concrete on //A 2'-0"x 2'-0"x 1'-0" Conc. Ftg. (Min. 3'-O" Below Final Grade) 301 • 4 v ISSUED FOR: 20"x10" Concrete footing (Min 3'-0" Below Final Grade) DECK PLAN CROSS SECTION r •y Ac SCALE: 1/4"= 1'-0" SCALE: 1/2" = 1'-0" O SEAL: DATE: JUNE 12, 2015 PROJECT N0: / SOF NE '� 982-2015 y DRAWN BY: 101 .N. DEtp O,? ,-••</ !„.i a, `rte /- BDK © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. * `i t 10 p. -� * CHECKED BY: • ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED r` s ,j,,�, cc JJD NOTE: UNDER FEDERAL COPYRIGHT LAW. �' ,t Z SHEET NUMBER: • ALL ANCHOR BOLTS PLANS MAY NOT BE REPRODUCED IMTHOUT �n�, �� �, ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION. \���F o�. ��` PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � � 4 Al 01 WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D.A.K. ASSOCIATES, LLC. " THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE BAYS PARALLEL TO EACH OTHER FROM of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building m D•A•K ASSOCIATES,ac EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1 a"x 9%" LVL HEADERS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. '' I/9"/,///:% //',///4//"/", ? .///, J, ‘,.'.„//dPiA,.;.'V,/7 • � aj/;�L� __,______.,:# g ��� l���lilii% 1��I-` �, �ii' \, i1„/ • D e A e K ASSOCIATES, ILC/ 021-2' residential e,commerdaldesign engineering•consulting / 24' / 56' / 2'-2'-.1 506 Main Net phone: (631)767-6071 / 4'-23" 7'-2 11'-7 16'-1 " 16'-10' / Westhamp1onBeach,New Yak 11978 lac (631)466-3354 T T T EAU CArn8886®ad.com Deedcoald.Arm&Kehl Associates,LLC• • East End Design Associated,LLD OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. y SEE DETAIL ON — — SEE PAGE A101 . PAGE A303 e — s D FOR DECK PLANS FOR BILCO "C" I H 1 ��\ A A302 A303 DOOR WITH 24" I I I I Top of Buttress Top of Buttress \ 0°TONAL RETAINING WALL to be a Min. of 1'-0" to be a Min. of 1'-0' (VERIFY WITH OWNER PRIOR EXTENSION Below Final Grade Below Final Grade TO CONSTRUCTION) d r " r r v v v� ay ♦ JI1.� I e",6 NISA'AT l I T r I I I / 4' / I .,}). nico Co Co r I=1-1 - - - - - \ \ - - - - T -1 I- -IJ I I n — \ ♦ - -cJ I II I — �� II L - - - - \ \ - - - \ \ �— ` • _JL _ _ ` \ ' NO DAMP \ \ — — — I J_ \ — — 32"x 24" Gliding ---4--— — �' 4- —1 _ PR"OFING ♦ \ :0 -1 I PROVIDE A 4'-0" X 8'-0" 0 cJ Provide Stepped ON EXPOSED Footing as DOOR AT BASE OF BILCO STAIRS /7(FO NDATION --\ Necessary to Maintain I I "SEE DETAIL ON PAGE A304" I I E' PAGE Concrete Apron Footing at 36 Below 4" PC. Slob (See Detail Below) Final Grade / /1'-8' I L S G S1 Pitch Slob WORK NOTES: 4" PC. Slab 4" PC. SIab 4" PC. Slab w/10 gage 6z6 WM. BASEMENT BASEMENT BASEMENT Provide Dropped Foundation 6"//3"//6" e/ � `B for 9' 0"x 8' 0" on Compacted Fill /; '' ♦ Garage Door Concrete Walls to be 9'-0" Tall �/ 4 • Concrete Walls to be 9'-0" Tall i, Concrete Walls to be 9'-0° Tall / /1'-8' ur '304 I I 14 io 6"-/-7#9Y/6" /a' I I 10'-4" 2'-71 ' 3" Steel Column on 3" Steel Column on I ___,_ , .( I " 3 SteelCo umn on 3"Steel Column on i" SEE RETAINING WALL 2'-0"x 2'4x 1-0" 2'-O"x 2-0"x 1-0 2'-0"x 2'-0"z 1'-0" 2-0"x 2'-0 x 1'-0° mi Conc. Ftg. Conc. Ftg. X ` DETAIL ON PAGE S1 1-8' (- oo Conc. Ftg. Conc. Ftg. I �, J .`"-i \\,\\ 6r I• I " .6'//�j/�,rf j 'J I O I 1, i_ i_ " i— ' •i_ .r i v '- v \ 8" G 8 G 8 6"-8" 8 -8 G 8 / • lc- 3- 30 ,30 ), 2'-71' - I a -I -_ L1J - 1 _ L1JL1 ' L1J - \ I- o I - 3 Steel Column on I' civ I_ I- __\ I_ / 2 2 �� Provide Dropped Foundation 2'-0"x 2'-0"x 1'-0° _ 2x6 Bea louse I )4---2'---?It )' 2'--�(' �2=� !�2'-71' o 2'-?1' �` 2'---,11 i Concrete Apron Provide Stepped for 9'-0°x 8'-0' Conc. Ftg. pp �AUDROOM Stairwell Opening p / Garage Door Footingas 1'-8" / I- -� Detail Below g 3" Steal Column on II II 3" Steel Column on (See ) ♦ Necessary to Maintain - ♦ ♦ PORCH 2'--0"x 2-0 x 1-0 r I Ili _ - ==+I 1 \ 2'-0"x 2'-0"x 1'-0" \ a Footing of 36 Below ' Conc. Ft Final Grade 6" PI:" /G" i Conc. Ftg. g' NO DAMP o -. Porch Beam �-- - T- i-- J Provide MasonryOpening Far 0 P 9 - PROOFING Pitch Slab • / -/ y 2'--)1\ y -„� a CX14 Andersen Window With Double 2x8 Buck Surround. PROJECT: o\ `. 4' Pc. slab w/10 gage 6x6 WM. _.• ON EXPOSED �� A9 gI\ 2 2x8 ACO Gird r / 17'-2" 10'-111" ( + on Compacted Fill I - C " / 4 �" (Window to be set ®1'-1/2" AFF,) v FOUNDATION + 3 Steel ColumADDITIONS • 304 ♦ 2'-0"x 2'-0"x 1'-0" \� SEE PAGE S1 — I BASEMENT BASEMENT ��� BASEMENT TO THE + �' Conc. Ftg. cu — I i� Concrete Walls to be 9' 0° Tall Concrete Walls to be 9'-0" Toll Concrete Walls to be 9'-O" Toll `1�1 �_ \ I 4"PC. Slab 4" PC. Slab / 1 4' J• CJJJ EMMETT _ — A301 20 x10" Concrete footing / /1'-8' CoCo / /1'-8' \—° " " " a ♦ ♦ " " RESIDENCE (Min 3'-0" Below Final Grade) 6 —//8//G 1 ♦ 6�`�8//6 \ \ \ \ \ \ 12" Sona tube filled - r- \ N with Concrete on \ \ I \ \ \II IHAR LANE I \ utcrTcoting U .fl U Top of Buttress .o 1 (Min 3'-0" Below Final Grade) I to be a Min. of r CUTCHOGUE NEW YORK 304 LZ___ "J6'/A4 SEE PORCH PLAN LJJ Below Final Grade T I el / Top of Buttress �� 7 �7`d 4 / to be a Min. of 1-0 FOR DIMENSIONS A A DRAWING TITLE: Below Final Grade \ ,, A302 „„A303 \ / \ , \ _ _ _ _ o _ _ _ _ - I 0 I FOUNDATION 11 0 1 1 PLANS AS NOTED 1 I In PA \\\ /// ISSUED FOR: \ .k\-) / •, 'SEAL: DATE: /-1'--.1•-----6, it J'1'/ 16'-1" 15'-10' it 16'-1' / JUNE 12, 2015 PROJECT NO: / 24' / 0' / 48' / 4' / _.__-• 982-2015 82-2015 �of NE��y\N`• DRAWN BY: / E4' / /// A ` ` DE£ �Q. c., . , BDK A301 © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. * 2 4 .,,„*`01 A Or. * CHECKED BY: ALLUNFLOOR OODERALNS AND COPYRIGHTVLAWNS ARE PROTECTED tt ,a+';. ,;y v„4� w JJD NOTE: ALL ANCHOR BOLTS PLANS MAY NOT BE REPRODUCED WITHOUT : y :� z SHEET NUMBER: WRITTEN AUTHORIZATION. •` Ivo';1&172-t;\': "- ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE FOUNDATION P ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF \` f'oF to\' A 02 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME D.A.K. ASSOCIATES, LLC. WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. SCALE: 1/4"= 1'-0" THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE • NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings doesnot authorize the right to build without the authorization JAMES J DEERKOSKI, PE BAYS PARALLEL TO EACH OTHER FROM of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building '® D•A•I AS90QA'Iffi,Ile EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/4"x 9Y2" LVL HEADERS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies trio,- to construction. f �l ` ;,:///,-, ,,,, :?/, is ,-�/i • ii "1;;.. ds, � i~iii 131 �� MI ��s Mi W VIM Jf ■w. " / ...,e, laiiiiiinglint itiiiiikaniquieu 7 00 residential &commercial design•engineering•consulting • 506 Main Street phone: (631)767-6071 i8:i'4'o1 ht 'OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented t therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. a / 24' / I oa i I v � - - - - -7 � —�— �- - - vv - - • — \ \7 ___ ___ .__.4,_ ____ ___ ___ _I_ _ 1_ ___I i �D Provide Stepped P Provide Fire Seperawee Footing as �; Provide Access On Wolls and Ceiling Between Garage and Mud Room as Necessary to Maintain I I 4"PC. Slab as per Per M. Code Footing at 36°Below ` NYS. Code. MUDROOM Final Grade / 1 _8" �I x OOM Pitch Slab 6"--/-i 18"/or G" BASEMENT Ceiling to be 9'-1Y" 4°PC. Slab w/10 gage 6x6 WWM. Provide Dropped Foundation �' 45 O. fire-Rated 4"PC. Slob / for 9'-0"x 8'-0" on Compacted Fill I I Concrete Walls to be 9' 0 Tall o I� t ' 2x8 Ceiling Joist Set 1O'-l�Y,6" Above Foundation 16"oc. (VIF) Daor and Assembly i x w/Self Closing Hinges Garage DoorCfro co WORK NOTES: .4., 44\\\ SEE DETAIL Al D3 .- � s � 1 //z (3/12.4,/ '304I I A304 . T I O04 n Wale 1Hr Fire and Ceilingperawon C �t 304 Nom 1,_8" — _ Garage and Mud Room as A304/ 6" lit -" c� o I Per NYS. Code I 2'___\ •, 3" Steel Column on I A Provide Stepped F -7 / Provide Dropped Foundation 2'-0"x 2'-0"x 1'-0° Footing as I I �I © 2z6 ACQ House Beam \\\ for 9'-0"z 8'-0" Conc. Ftg. Necessary to Maintain _ ® To be Flashed and i Lag Bolted to House Garage Door Footing at 36"Below / t 7 0 2x8 Ceiling Joist Set ®10'—l1Xn" Above Foundation 0 16"oc. (VIF) Box Beam. Final Grade I �- \ ` to a O \� �, Pitch Slab �/y I \. N 7I A 4" PC. Slab w/10 gage 6x6 WM. A ', �' --� N A ` /1 G' 6'-/ `� on Compacted Fill „� .,y — 2 2x8 ACQGird 304 1'-8" / '304 / /1'-8 �` ( ) • Co6"��8%/G" PROJECT: _! I I (2) 2X8 HDR. (2) 2X8 HDR. in —— ADDITIONS 1 3859 1 1111 ) 3859 _1 U - - TO THE � I I Verify Width of Stairs with E ETT 12" Sona tube Filled Owner Prior to Construction with Concrete Conc. C (Min. 3'-0" Below Final Grade) �� RESIDENCE A304 — _ ,. 304 IHAR LANE CUTCHOGUE, NEW YORK / G'-24— !' 11'-61' I - 3" ,DRAWING TITLE: 4 2 Y G' 24 / / 24' / 0' / 4, / B / Line of Footing GARAGE PLANS �/� 8" Foundation AS NOTED 2x6 ACO Sill 8 Foundation GARAGE FOUNDATION PLAN j0011111 GARAGE FLOOR PLAN ISSUED FOR:SCALE: 1/4"= 1'-0" % i � /, SCALE: 1/4"=1-0" 2x6 ACQ Sill ' ,iplipPlib.- ) Provide Stepped Line of Fooling Footing as Necessary to Maintain hawSEAL: DATE: Footing at 36" Below �� JUNE 12, 2015 Final Grade PROJECT NO: o7,� �'y,NEDEL")W Y� ` 'Q 982-2015 SOS * DRAWN BY : :* $Q ,1'(4f*'' K' BDK DETAIL ' ' z' ,�"4 wl CHECKED BY: JJD NOTE: AlA O ALL ANCHOR BOLTS SCALE: 1/2"=1'-0" �� Okra V- L SHEET NUMBER: E 072 ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. �� S�O �! PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1" WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT A103 WRITTEN AUTHORIZATION. 1 DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ALL PLASS AND DESIGNS ARE THE SOLE PROPERTY OF BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. D.A.K. ASSOCIATES, LLC. ' JAMES J DEERKOSKI, PE BAYS PARALLEL TO EACH OTHER FROM • Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE © D. . EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%4"x 9%" LVL HEADERS agencies prior to construction. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. A L �'RC . , :. ' ,/ °/"° I' /°°' , ° ' 'frz/ IT,/,',/74e7;///// A,;/4 /.V,:>,44////, 17 II uml•-, unum illiTM12 Al pa 3/431,, , • % Ho .1ol�l14nipoiv�li, I R 6 w Porch Beam • D e A e K ASSOCIATES LLC I I = 2 2x8 ACQ Girder = 7v( residential &commercialCO1a1design•°"gi"°°��' "g 906 Mail Street phone: (631)767-6071 — — — • Westhampton Beach,New Yak 11978 fax (631 466-3354 () _ _ _U E-Mai: G B88@aolcom -------- T34, Deerkaald.Amt&Kehl Associates.LLC• • - East End Design Aaodates.LLC 3'-7e" 2' '-1116" B' OWNERSHIP & USE OF DOCUMENTS: 3'-51r� T-- These drawings and specifications including the 54" '� 4ideas, design and arrangements represented \ X- - - - - \ - - - - - �- \ Continuous 1 therein, are the property of D.A.K. ASSOCIATES, NR- / �� (.._ _______:___s y 4x4 Post from LLC. No part thereof shall be copied, disclosed x6 ACQ House Beam 2x6 ACQ House Beam 2x6 ACQ House Beam- �-. Footing to Uppe• �� to others or used in connection with anywork A 1/40 N / / Girder or project other than for which they havbeen Continuous ACQ 4x4 Post c�i� u�N prepared without written consent. riiv from Footing to Upper I .o L - \ .a Girder c.0 •L� _ �j \ 1 64" 1'-54" \ i— r 2' i— l,yZ' r 2' r— r r— 3L" .,, 7i— • in, \ 7r G 88 516 G 11 2' E3 616 '1 '1 L 616 '1 ' // 11'-7'd-"16 \� �I`0 rP - - - - - - - r,P° \ \ \ Co \ c� (2) 2210 ACQ Girder ❑ (2) 2x10 ACQ Girder (2) 2x10 ACQ Girder �� Q (2) 2x10 ACQ Girder (2) 2210 ACQ Girder m- - O - - !2 - - - -� - - 1 v Provide 6x6 Post �e c u \ �7 5/a S^ �� - -T Wrapped w/(2) Layers i \ . Continuous ACQ 4x4 Post to 5/8" f o '�'� \- \ of 2x ACQ r, \ �' 12" Sono Tube Filled with Conc. 12" Sona Tube Filed with Conc. I from Footing to Upper 10-1 Continuous ACQ 4x4 Post w/#5 Reba Stirrup Continuous ACO 4x4 Post w/ f5 Rebor Stirrup Continuous ACQ 4x4 Post `t- trim Girder from Footing to Upper from Footing to Upper from Footing to Upper III r` III 12 Sona Tube Filled with Conc. L1 CO Girder 2'-0"x 2'-0"x 1' 0" Girder 2'-0"x 2'-0"x 1'-0" Girder cu i w/#5 Rebar Stirrup i ' —F Conc. Ftg. Min. 3'-0" Conc. Ftg. Min. 3'-0" I I 2' 0"x 2'-0"x 1'-0" a ,/.-r. II.. r Below Final Grade. Below Final Grade. �� 1 in u m 11 Conc. Ftg. Min. 3'-0" " 1�� -9�" 2'� iu �.\ Below Final Grade. \ -TUSCAN- ♦ � r p Continuous ACQ 4x4 Post \ / � om Footing to Upper \ / / in LI / Contuous ACQ 4x4 Post Girder 12 Sono Tube Filed with Conc. // from Footing to Upper io �/z oStirrup \,� .�,/ Co 7 5/8• w 5 Rebar Girder EW ‘L 2' 0"x 2'-0"x 1'-0" " 2) 2x10 ACQ Girde II�� ,I` • 8'Non-Tapered Cinc. Ftg. Min. 3'-0" ;WORK NOTES: ) t=1_,_ Bdow Final Grade. 52r //5 ' n -'TUSCAN BASE- B°" 54' } 8'-8" 10'-516" 8'-11' 1O'-616" I 4'-6 3'-116" / 5'-7$" I 3'-116" COLUMN . DECK FOUNDATION PLAN DETAIL SCALE: 1/4"=1'-0" SEE PAGE A301 FC SECTIO\ OF ' EC< A\] GAZE30 Porch Beam II — 0t (2)2x8 ACQ Girder O -X I PROJECT: ADDITION - - I V S TO THE - - - A EMMETT \\A\301 A 5'-28" 3'-116" RESIDENCE , \ ``\Q — — — — — — — — — — — — 1 O I� Line of Deck Edge I (2)Y" Galv Bolts �19 I HAR LANE Each Grder Line of Deck Edge •i `D �� Qo� I _ _ ? T CUTCHOGUE, NEW YORK sc `° �\a¢° � _ �j\\quo 6C,' (1) 2x10 ACQ order Each Side of Post \c\ �� DRAWING TITLE: GpV� // \'3Jo (2)Y" Galy Bolts ~7 (2))c Cal,/Bolts 2)1¢" Galy Bolts 2 Galy Bolts P ( )Each Girder \�� \ 0". Each Girder i� (1) 2x10 ACQ Girder Each Side of Post (1) 2x10 ACQ Girder Each Side of Post (1) 2x10 ACQ Girder Each Side of Post (1) 2x10 ACQ Girder Each Side of Post \,s. w / 5'-94" �\1,,r • —• — — — — — — — — - - — - — -tl— - s , 0_ \ s� \ �I/ �` (1) 2x10 ACQ Girder Each Side of Post (1) 2x10 ACQ Girder Each Side of Post (1) 2x10 ACQ Girder Each Side of Post (1) 2x10 ACQ Girder Each Side of Post �' NOTE: Dimensions are of -KA-1 Line of Deck Edge in �, the Outside Corners of u I� Line of Deck Edge I Acio W � Octagon Girder. civ Line of Deck Edge FRONT PORCH (2)S'Ga1v Bolts ub NOTE: Dimensions are of1":2, �' PLANS AS NOTED �, (2) Gob Bolts Each Girder I < the Outside Corners of Q Each Girder o S�9 Octagon Girder. ��'' �` " \ V 3 \ \ \ 5'-94" v o� Q e 6,,:,,,,,� //� i ISSUED FOR: xO/ \ 1)4-0,0\02x10 ACQ irder Each Side of Pis /��a� M = _ _ 0/,P 0,, Line of Deck Edge (2) Gal/Bolts 5z"// Eich Girder //5 " in 'SEAL: DATE: 54" '-8" I 10'-516" I 8'-11" / 10'-616' 611 / 3'-116" 5,_78, 3'-116" / JUNE 12, 2015 PROJECT NO: ��0 N "' r� 982-2015 / ��• s‘, DEC, ., ,`Qui_ DRAWN BY: A c, c, -. .: � *o '%�i �. BDK DECK G PLAN A301 © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ` v;;'' w CHECKED BY: },u ,:. 4f ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED '— • _Z JJD SCALE: 1/4"=1'-0" UNDER FEDERAL COPYRIGHT LAW. ` a NOTEd, ,,v c•p SHEET NUMBER: in ALL ANCHOR BOLTS PLANS MAY NOT BE REPRODUCED WITHOUT �p, a. 07 '.4/,v ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE • WRITTEN AUTHORIZATION. �ioFEss�oy,,. LL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al� 04 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME S E PAGE A 3 91 FO SECT C\ WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: OF DEC< A\ D GAZE 3 0 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A.I AS900A'1>8$lie • EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1 4"x 9Y2" LVL HEADERS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a.encies rrior to construction. ilimiNININIIIIMINI r///,i//(/ • %~/f/ /✓/ / / / / 7 in :/: ://" /0, lt ffi�ulf it �!j i Milil� two. �i h/ 7( Porch Beam D 0 A•K ASSOCIATES, LLc II (2)2x8 ACQ Girder II residertlld &comrnerdal design•engineering•consultingII OC � • 506 Main Street phone: (631)767-6071 — — — A weslhamptonBeach New York 11978 fax (631 466-3354 — CU tel: CAm1e888@o com A301 Deed c .Arrn&Kett Associates.LLC• EastEnd motes,LLC 1• 5II 78 3'-1112" ,OWNERSHIP & USE OF DOCUMENTS: 4 These drawings and specifications including the ideas, design and arrangements represented X — 1 T therein, are the property of D.A.K. ASSOCIATES, - 'I Provide 1Y' Nosing el LLC. No part thereof shall be copied, disclosed •g x g x g ILEo to others or used in connection with any work ® 0D, ® ® ,a) vp or project other than for which they have been �I / Provide ta" Nosing • prepared without written consent. U) lh !A fn N N N o % \ Provide 1Y," Nosing U 8 S S 'ki. `' \` X X X X X CO X y ��`\ �.,, �\ �\ N N N `� N % ii. moi- \ ``;\\ Provide 1Y" Nosing M . 40L \ �° — 7- u- Provide Blocking Provide Blocking Provide Blocking Provide Blocking TA '' , ti • ' on All Sides of Provide 1Y" Nosing on All Sides of on All Sides of Provide 13" Nosing on All Sides of I �� Post. Post. Post. Post. III 1'2X6 ACQ Floor Joists @ 16"oc. I 2X6 ACQ Floor Joists @ 16'oc.11 I LAK :ii— ,R,07.,--, ;\ obi 7X6 1 �' ' •• y Provide 1Y4" Nosing iI l ` y • C Provide 1 Nosing ��� P! s `, ',/• . / .1,' (AL.) . • <,,, \.,. \"/ \i!It�l I�II�Y// sl 'WORK NOTES: Provide 1Y," Nosing i 5 // //52' 54' 8'-8" 10'-516" A 8'-11' 10'-6-3-'-------1--4'1 -6i6' 3'-1116~ / 5'-78" 3'-1116~ e DECK FLOOR FRAMING PLANil 4 A301 SCALE: 1/4"= 1'-0" ' SEE DACE A30' FCS SECTIO\ y OF m = r A\D GAZE304A A301 5'-75" 3'-1113" 5'-7 3'-1113" a 1 �� 5 m 5 1� PROJECT: ADDITIONS ii ��� ii - TO THE II -,xU I I —,IN I '. L L ‘[1.0 �LM EMEVIETT . ._I t_l \\ I �\\\ ■ ■ " ,. \ RESIDENCE I. . .�� ��. riles �•, MIS ,\ I \ I ..:J -r » ,....„,, / \ l�l� ��� I-----mmm , IHAR LANE ..— Idill Provide Blocking �� C UTC H OG U E NEW YO R K I trip o on All Sides of �I (rico AW& _ ._ Provide 6x6 Post Post. II KO l 1110r1111 IWropped w/(2) Layers 1 :.:....„.............................. .e-si: ......... unII of 2x ACQ in MIX DRAWING TITLE: IIIII IIIIMEI c:]1`,D, \� i/ 6,`9, \ / \ i y 2x8 ACQ Box Beam \ \ ice/ - 1x8 Azek FRONT PORCH GAZEBO _ PLANS AS NOTED .�iu Ix1.1 1 un Provide Blocking 1 in �2~// 52" 52' on All Sides of 52 Post. l ISSUED FOR: 5'-21--'- I 3'-1116~ / 5'-78" 3'-1116' S'-216" I 3'-116" / 5'-7$" / 3'-1116" OCTAGON FLOOR FRAMING DECKING PLAN OCTAGON FLOOR FRAMING SCALE:1/4"=1'-0" t PLAN W / GIRDER /,, , PLAN W / OGIRDER SCALE:1/4"=1'-0' A SEAL: DATE: SCALE: 1/4'=1'-0' j — A301 JUNE 12, 2015 n / �� PROJECT NO: SEE PAGE A301 FOE S- CTIO \ SEE PA3E A3�1 FOS SECTIO\ NE11, r 982-2015 -� r� n _ �K �O� DRAWN BY: C E D E.,� A\J J A Z E 3 0 O E OECD A\ Th G A Z_B O © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. * 7�-' �/- ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED , « .. rr CHECKED BY: NOTE: ;:�'., w JJD UNDER FEDERAL COPYRIGHT LAW. ', ,;: c,'- :-. ' " SHEET NUMBER: ALL ANCHOR BOLTS PLANS MAY NOT BE REPRODUCED WITHOUT `CP ,or.. � �`� 3"x3" FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION. �� l) 072 N� ARE TO HAVE BASE PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF O.ESS\O A105 WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" cc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE BAYS PARALLEL TO EACH OTHER FROMof local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•IC ASSOQAIffi,ug EACH END OR SIDE OF HOUSE 39Y2" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/"x LW HEADERS agencies prior to construction. , , , ,,,,/... „,/,, /7 , 7,,,,,,z,,,....r. / 1/7/11/1/75/ ( A ,i ( jj fir /, � / "/ :;j� 7/7 r� fit �I! �� iii , _� ■Fil, \, Porch Beam ", 11�tl s�' �:: i � � . .. . (212x8 ACQ Girder t ac O O I D.A.K ASSOCIATES, residential &commercial design•englneedng•consulting 1 - - - •,�,‘,4,,,,, � 506 Man street prions: (631)767-6071 — — — A Westhampton Beach,New Yak 11978 fax (631)466-3354 I � , sp A301 E-Mai: Gm +,31com 715,-7 85, " 3'-1111-36" oeenmeid,Amt d,Kehl Assocdotes,LLC• East End Design Assodotes,LLC 5 ,f, ,�- / u , / '';,. . / -- OWNERSHIP & USE OF DOCUMENTS: t ` / I I t These drawings and specifications including the `R-- 0 // �\ ideas, design and arrangements represented therein, are the / `\\ property of D.A.K. ASSOCIATES, cos 0 o a g \\ I L.19, LLC. No part thereof shall be copied, disclosed //� \\ L ♦ \n to others or used in connection with any work \ •-.IN or project other than for which they have been (vim- ' y ti \ • In (� // / N y \\ _ prepared without written consent. I /' ` / — '' \ a a a a `• \ / ¢� s _r.-2- , .__ \\ / • // U U a g GAJ U \ // (D CO f0 f0 CO c.iX \r \\ \\ �I� {2 / / _$ .....1 I--7 S/8• / N -xU /...... ,o s/e o to O III 1111: �;°' —i- 8 ,/4•-'1 r^ la - N 1 - -TUSCAN- ` ) ` Cap T. III . ,0 „2. o \ % e . .( B'Mon—Tapered \\ / in r= - 51 // //5--” WORK NOTES: n a -TUSCAN BASE- 6F6 9" 1 i f3'-611" / 10'-513, 8'-11" 3 11" 5" " ea"• 10'-6 4 -616 11 .4.-74.i., 5'-78 3 -1116 COLUMN . ,,A DETAIL PORCHCEILINGFRAMINGPLAN 4301 SCALE: 1/4"= 1'-0" SEE PAGE A301 FO SECTIO\ OF ,EC< A\ -] GAZE3O • Porch Beam i II Ln 08ACQGirder O — —— PROJECT; ADDITIONS - - - - A TO THE A301 EMMETT 5'-7 3' 1116" 1 RESIDENCE 74 T ,14% ��° i3 " " III II I �; I HAR LANE '-we 4 CiI� Co to n n I�'-I \\\ Ln /11" ~-- a� 0 a- a L ;a = i . CUTCHOGUE, NEW YORK Hurricane Strapping t v x6 Ceiling Joists .�:�� Y" Galv Bolts " ..C(711\11 � �/ \ 9 —1x6 Fascia (Match Fascia Height) /\\ (.::)71_13, DRAWING TITLE: Hip Return Cinder \ \_ Simpson Jois p `� 11" Vented Soffit N N N N / "� ./ \\ Hanger 1 . (2)1�"x 9 " LVL Girders ,/`• �1I ///1" `� `\ 2x6 ACQ Howe I I _ _ — — — _ — G� `.�i — __= — — n Beam I I Continuous ACQ 4x4 Past — __ — 11 • from Footing to Upper �� / _ III AIIII' ' Girder in III! 2x8 ACQ House I 1 HUG Permacost 8" Columns � Beam I Non-Tapered or Equal 111 1111 I FRONT POCH CEILING Simpson Joist ' ; I `� AND ROOF PLANS Hanger j I Tydown � /[irex Decking Hurricane 2x10ACQ Girder �� II-1 A �+ NOTED � Y" Goly Bolts I/4 ` 1174 / 4x4 ACQ Post Continuous to Top of Girder Ii. �� 2X6 ACQ floor Joists (�16"oc, / Simpson 4x4 Post Anchor \ �/ ` c�I D L •�. 12" Sono Tube Filled with Conc. \ / \` / `/ ISSUED FOR: w/#5 Reber Stirrup ` i;" — ��, \ ammr Nio, \ / Conc. Ftg. Min. 3'-O" \ = J — — Below Final Grade. \\\/--- - ----`//' 52..// 2"// --- //52' in 11 9. 13" " 3" ]1" I1 " )SEAL: DATE: / 7' 64" //52" 61� 0,-,„6„, 10 -51� I 8'-11I 10'-61-614'-616 3'-1116' S'-78" I 3 -1116 JUNE 12, 2015 �I _ .-_ PROJECT NO: PORCH ROOF FRAMING PLAN �' �\ 982-2015 � 0 NES �O DRAWN BY: A301 `',A�,`,', EcR/r0,�`,- BDK SCALE: 1/4"= 1'-0" © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. i* <- ' 0• ;1 r �T CHECKED BY: % cc ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ` , JJD NOTE: SEE PAGE A3D1 FO� SECTION UNDER FEDERAL COPYRIGHT LAW. r _ ? SHEET NUMBER: ALL ANCHOR BOLTS PLANS MAY NOT BE REPRODUCED WITHOUT JF. ^/ .L i`' ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ° 2`'�` '�` c ) O F D E C,K A\C r'A Z E E 0 WRITTEN AUTHORIZATION. t ��o ��F Al 0 6 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION AF & PA WOOD FRAME J ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF s FESStO WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D.A.K. ASSOCIATES, LLC. —�r NOTE: THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE . FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorizationJAMES J DEERKOSKI, PE BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. 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ASSOCIATES, 2x8 Ridge 2x8 Ridge LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. 2x6 Rafters @ 16"oc. 2x6 Rafters @ 16"oc. 2x6 Flyrafters Rafters (Ripped to 45/") 2x6 Flyrafters Rafters Gipped to 45/8") / 2x4 Flyrafters Rafter Supports 1x6 Rake Board / 1x6 Rake Board 2x8 Rafters Nailer Factory Flush Hdr. 1x6 Fascia - %" CDX Sheathing x6 Fascia - 2x4 Gable Studs @ 16"oc. 2x8 Rafter Nailer 2x6 -Gable Studs Plate Match Existing Roof Shingles Flush Hdr. Required Over Windows 30 LB Felt Flush Hdr. Required Over Windows (provide ice and watershield at all valleys, • WORK NOTES: hips, starter and ridge locations) MODULAR MODULAR /2" CDX Plywood Roof Sheathing 2x10 Rafters @ 16"oc. UNITS UNITS ABOVE ABOVE 2x6 Rafters @ 16"oc. i . 2 x12 Hips Match Existing ;oof Shingles ___ Ill 116., / 2x6 Ceiling Joists 30 LB Felt —�111111101u1`�_W %" Galv Bolts (provide ice and watershield at all valleys, 7 — — -------------'------„ 7y Fan & LightIlk\ \ hips, starter and ridge locations) ftor,_ / Switched \Outlet N \ /2" CDX Plywood Roof Sheathing / x 6" Azek T&G " 8 2x10 Plate N � 11 Hurricane Strapping _r Blocking ' 1-, _ l /2" Galv Bolts I x6 Ceilinc Joist - t..ilir Milk al ____ —1x6 Fascia (Match Fascia Height) ,\ False Girder _ ._.1 —__ i- - -IF Simpson Joist === 1x8 Azek 4 ... Vented Soffit MODULAR MODULAR Hanger 1x10 Azek 2 1%"x 9/2" LVL Girders UNITS UNITS 2x6 ACQ House � ) 4 ABOVE ABOVE Beam Continuous ACQ 4x4 Post PROJECT: Provide Recessed from Footing to Upper ADDITIONS Lights in Ceiling of ° Girder TO THE Front Porch p Simpson 6x6 Post Anchor Permacast 8" Columns EM ETT 2x8 ACQ House Provide 6x6 Post Non-Tapered or Equal RESIDENCE Beam Wrapped w/(2) Layers p q Simpson Joist of 2x ACQ Trex Decking Hanger IHAR LANE Trex Decking --� Hurricane Tydown' s ' ' ' ` ' ' ' ` ' ' ' y CUTCHOGUE, NEW YORK I I I I I I �, I I I I, I y l 1, /Ili 1 C C — — — —, I — Com_ — — — /2" Galv Boltsy 9-�i III .4_4/ DRAWING TITLE: 1 1 J I I II4x4 ACQ Post Continuous to Top of Girder 2X6 ACQ Floor Joists @ 16 oc. 1 l u Simpson 4x4 Post Anchor SECTION ` AS NOTED -- Z 12" Sona Tube Filled with Conc. w/ #5 Rebar Stirrup SET: ISSUED FOR: DATE: 2'-O' x 2'-0"x 1'-0" BASEMENT SEE PAGE A303 J L Conc. Ftg. Min. 3 -0 . — J . Below Final Grade. „Q" 'SEAL: DATE: TYPICAL FOUNDATION SECTION -iiJUNE 12, 2015 PROJECT NO: SCALE:1/2"=1,-0" © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. A301 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED0 NEH \ 982-2015 UNDER FEDERAL COPYRIGHT LAW. 7.-., -ti , DRAWNBY:PLANS MAY NOT BE REPRODUCED WITHOUT ��� • �E£�'��s `r BDK 1;* " t+. '* f+, %* CHECKED BY: • WRITTEN AUTHORIZATION. -NOTE: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFwJJD ALL ANCHOR BOLTS D.A.K. ASSOCIATES, LLC. \'y• SHEET NUMBER: ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �,, 02 w �- PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME -�— PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. RFs '\\' A301 WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. �F�ss�� NOTE: ings of localAcceptance governofingthese agenciesdraw , suchdoes asnot Suffolk Countyauthorizethe Deprightt. ofto Healthbuild Serviceswithout ,the Townauthorization • FLOOR JOISTS ARE TO BE SOLID Building NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOB NUMBER: OF BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. 20"xio" Concrete footing agencies prior to construction. BAYS PARALLEL TO EACH OTHER FROM (Min 3'-0' Below Final Grade) JAMES J DEERKOSKI, PE EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS © D•A•g ASSOCIATES,me • • REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENI\G AND TIE DOW\ DETAILS / '�' -' ' /,/, ''%''! //I`' /; jjl ( ilii) ,��il1 i ■ii 11 :1 1 // iq ,4- d111ifi��iG�� ' illih ' .i_i.-Ll. ��� D A•K ASSOCIATES, �> ng 506 Main Street phone: (631(767-6071 Westhampton Beach,New Yak 11978 fax (631)466-3354 EAU: CAm 888@aolcom oeedcoaa,Arma Ke Associates,LLC•fon'nedy East End Design motes,1.1.0737 , .`, /., /4 : //,•%'� •-.7"-/7, /� ._ ' . .:./ , OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been • prepared without written consent. Ir)1 /'i f5 Rebar 0 0 15 Rebar \i o o N— Conc. Header Detail SCALE: 1 " = 1 '-O" WORK NOTES: #5 Rebar — I i:-- .... ..",. (2) 2x6 ACO Sill Termite Shield Grade /..........11...\\ Grade• Grade (V.I.F.) (V.I.F.) (V.I.F.) x18' Anchor Bolts Installed as Per NYS. Code �L (2) 2x8 ACQ Buck Horizontals Rebar Continuous —kr cD icx 8' Spikes 4" PC. Slab w/10 gage 6x6 WWM. \\ / on Compacted ni \ Poured Concrete Foundation m CD • CX 14 1 Damp Proofing Vertical #5 Rebar 40"oc. Grade I I I T , (V.I.F.) Grade K— --.--j/ (V.I.F.) Horizontal f5 Rebar Continuous PROJECT: ', • Line of Dropped Foundation ADDITIONS 2" Keyway 2" Keyway �� TO THE e Y e EMMETT O is y ,� O t4 4 :a o d• RESIDENCE (3) f5 Rebor L.W. " J1.'-8"--J120"x10" Concrete footing J`—t'_8, il 20"x10" Concrete footing and 20"x10" Concrete footing (Min 3'-0" Below Final Grade) (Min 3-0 Below Final Grade) #5 Rebor S.W. ® (Min 3'-0" Below Final Grade) 24"oc. IHAR LANE CUTCHOGUE, NEW YORK WINDOW SECTION "A" "C" O --;" D" CROSS SECTION SECTION DRAWING TITLE: SCALE: 1/2" = 1 '-0" A SCALE: 1/2" = 1'-0" A30 SCALE: 1/2" = 1 '-O" DETAILS 30 A30 AS NOTED SET: ISSUED FOR: DATE: SEAL: DATE: JUNE 12, 2015 © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. _—_ PROJECT NO: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED )tio Ell, r\ 982-2015 UNDER FEDERAL COPYRIGHT LAW. .' N. D.ei,�0/? DRAWN BY: PLANS MAY NOT BE REPRODUCED WITHOUT 4 '�q q`.;„ 'ski * BDK WRITTEN AUTHORIZATION. r •. -.* CHECKED BY: A.1 rt NOTE: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ,, • ; •.'.,; IL-,d, JJD ALL ANCHOR BOLTS D.A.K. ASSOCIATES, LLC. E.., -1.1t SHEET NUMBER: ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 1''�. ) •rt, ��' PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME WASHERS. (SIMPSON) (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. `�F'o� - A302 CONSTRUCTION MANUAL ��SS Jam,• Acceptance of these drawings does not authorize the right to build without the authorization NOTE: of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DOB NUMBER: ' OF BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. agencies prior to construction. BAYS PARALLEL TO EACH OTHER FROM JAMES J DEERKOSKI, PE EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/4"x 9%" LVL HEADERS 0 D•A•K ASSOCIATES,ac • 1 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS a 'f'!/,,v/A, /i/77/74,/,,,,,,,,� % ' BASS E \ T R ,, % ,�,;,; _ /%% /i. )V REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS / ,�"/2/4-r/z://';'/V/1"...,,,,40://7,44/ �/ i.g : Al �_„,4 _m :-7--,i,_).0 '/74 � . Iraall /� � - - rrr i y rF �- - c(1 �-�� -7- -1� nom^ Sandy Loamy Fill Sandy Loamy Fill . D 0A®K ASSOCIATES, LIC 1 1 1 F '7' (Compacted Every Two Coarses) (Compacted Every Two Coarses) resaennd a commercial design.engineering•aonwlnn0 ` ( J J `C J ) J) < C J J \ ) �.�� J ��' ��,�� 3 �JJl J < <C J �) � Top Soil Top Soil phone: ( 1)7 -6071 �� �. JJ �� J 506 Man Street �J �,�J �J-} lJ Westhampton Beach,New York 11978 tmc (631)466-3354 \ Li�JJ • PITCH Mai: GIm�8886Daolcan Retaining Wall Cap Block Retaining Wall Cap Block oeen�oma,�rn,a,ics�r,�sodcrea.LLc• ko 1 OWNERSHIP & USE OF DOCUMENTS: nom\rF --?--"-- Th^ RetainingWall 3lock These drawings and specifications includingthe 9 P `(V.I.F.) �. (rade l' \ ideas, design and arrangements represented \ J RetainingWall Block �� • • - therein, are the property of D.A.K. ASSOCIATES, •�•`"•`�•` � � �i � .�•;.•:.�:•,`, LLC. No part thereof shall be copied, disclosed )' to others or used in connection with any work c <C J ) Ketamine Wall ,-.:.,....,:;.•<.•,:. :-::.,. or project other than for which they have been , [ --* ��- -� v �� ;'.: '? ' prepared without written consent. ����J J Stablizing Mesh • r'?1 IIIII .". .` .-.V �� � Cement Block Cement Block PROVIDE WHITE BEACH PITCH _ � �� CX 14 w #5 Rebar 24" Long '� mu Retaining Wall STONE OVER SAND TO nom.. �' .-, ‘ ill ,• ,':..f,, ,� — #5 Rebar 24" Long@ @ 48"oc. Alternating ' Stablizing Mesh �, 3ASE OF FOOTI\G i "� �� •�'�•��••�="•�� � Retaining Wall 1—� 48"oc. Alternating White Beach Stone '� Retaining Wall ( J � ) Stablizing vlesh VIII PITCH _ �� 3 �- Coarse to Fine Sand Stablizing Mesh �1JJ Grade ;; White Beach Stone � _L (✓�-J� `(V,I.F,) f � f� f` ` f`T `T `T `T `T `T f iKf X c f Xf`A.f k :!:•, `: • Stone Blend f , fffffff� f�T iT iT i > "' " Stone Mend 4" PC. Slab { / n-�,, :A`:.:.r... Coarse to Fine Sand : �.' LOWER : . •.. ' f. RCA Base RCA Base •BASEMENT f . Concrete Walls to be 9,-O„ Tallc ( J 1 ' . ' •• . .• . .• :. S10F\IE AREA • • • • • • • • • . . . . . . . . . . • .. . . • • . • • • • • •• • • • • •• . • . • • • •. . • • . . . . . . .. • • . . . . ... . . . • . •. . . . .. , WORK NOTES: n.-,c1 PITCH _ PITCH _ ,-4(1] cr -7- --11\ .. t- l WINDOW WELL DETAIL RETAINING WALL DETAIL cu,, Q( SCALE: 1/2" = 1 '-0" SCALE: 1/2" = 1 '-0" PROVIDE WHITE BEACH cuC__) .��J� _ ` ' STO\E OVEN SSAD TO C.. __S_, 4 G s, 4 \ BASE OF FOOTI\G n.,, _ - PROVIDE RETAI\ING WALL 64" IN HEIGHT rF : ° I — - ON EAST END OF HOUSE. ( J ) PITCH CulPROVIDE STEPS 3" DEEP AT MAX. c , - , J j INTERVALS OF 18 L; 2, i, .,�,-�-) PITCH 3" Steel Column on 8' --/ cc �-�� 2'-0"x 2'-0"x l'-0" VERIFY DIMENSIO\• WITH 11 Conc. Ftg. OW\ER PRIOR TO CONSTRUCTION _ _,.- __„ 'J0J Provide Masonry Opening For LS , PITCH a CX15 Andersen Window PROJECT: if With Double 2x8 3uck Surround. (-n-�,, ADDITIONS -->----'-- -) (Window to be set @ 7'-6" AFF.) \in ROME WHITE BEACH ) — TO THE STONE OVER SAND TO c ( J 1 J) nom EMMETT BASEMENT BASE OF FOOTING ����JJ� ` �. �, ( J ) • : • . ' . < J � ) RESIDENCE Concrete Walls to be 9'_0„ Tall PITCH \ \ nom ��-,�J • NO DAMP NO DAMP • ��.- ��J 3 4" PC. Slab `�`�' t. . : . PROOFING • ;PROOFING - ' J ( J � ) PITCH : . ON EXPOSED . - • ON EXPOSED • \\\ � _��JJ�J DRAWING TITLE: .-, - �� FOUNDATION . . �� •FOUNDATION � ,,-__n-� fin-. - -- fin-, - -- fin-, - -- - aT,c -7- -- ) a. - CX 4 :. • (---.),--v---; Elm n •• •••• _ RETAINING WALL rc 1 1 1 c �� . -�� IIIMIIM PLANS ( J � ) C J � ) ( J � ) ( J � ) — ■■ ■■ 1 — AS NOTED ■ � J J < < J C(l� J C(� J - • C C •� )' C J J' / C / ) ( J )' • J -' 'J J _-' -J J � `J J L J ` J J L J' I SET: ISSUED FOR: DATE: PITCH `� • ` • L W L. .,--) L.W-)- 1 1 ,,, RETAINING WALL ELEVATION 1 L ` TOP OF BASEMENT SLAB +/- SCALE: 1/2" = 1 '-0" SEAL: DATE: JUNE 12, 2015 © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. 7 NE PROJECT NO: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ��,fl. •Ec °�,� DRAWN BY:982-2015 R ETA I N I N G \/\IALL P LAN NOTE: UNDER FEDERAL COPYRIGHT LAW. �, ..A,-): o� ALL ANCHOR BOLTS PLANS MAY NOT BE REPRODUCED WITHOUT k ,z t+. ,,i. BDK WRITTEN AUTHORIZATION. ,•••, CHECKED BY: SCALE: 1/2" 1'-0" ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ;; }: ; a: a. L. JJD PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ,...' - a , D.A.K. ASSOCIATES, LLC. `d, '✓ •, �,� SHEET NUMBER: WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ���,°- 47 'vitt%,<(/ NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. '--'�FE,A '.,,,- S 1 FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS 1 BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. Acceptonce of these drawings does not authorize the right to build without the authorization BAYS PARALLEL TO EACH OTHER FROM of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. DOB NUMBER: OF JAMES J DEERKOSKI, PE 0 D•A•K ASsoakm,nc