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HomeMy WebLinkAbout48308-Z '`' t° TOWN OF SOUTHOLD a14BUILDING DEPARTMENT TOWN CLERK'S OFFICE K SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48308 Date: 9/19/2022 Permission is hereby granted to: Long GM 2017 Irry Trt PO BOX 1016 Cutcho ue, NY 11935 To: Construct attached garage with observatory to an existing single family dwelling as applied for. At premises located at: 620 Thar Ln., Cutcho ue SCTM # 473889 Sec/Block/Lot# 83.-4-14 Pursuant to application dated 5/25/2022 and approved by the Building Inspector. To expire on 3/20/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $668.80 CO-ADDITION TO DWELLING $50.00 Total: $718.80 Building Inspector TOWN OF aOUTHOLD_ BUILDING DEPARTMENT TCSwyn Ha)1 ureas 51375Main Road P. 0. Boat 1170 Southold,NY 11971-01959 T .1`�ephone(631 765-18017 Fax(631)765-9511 �.s�`b�At oldl�a c�u� +,()y, Date Received APPLICATI N FOR BUILDING PERMIT For Office Use Only °PERMIT N0, Building lnspector. � m Applications and forms must be filled out in their entirety. Incomplete applications will not be.accepted: Where the Applicant is not the owner,an caLudav �� 1'f Owners Authorization form(Page 2)shall be completed. TOWN OF ADD CSD Date., ftA ,?,S ?,2-. owNN R( )6F PROPERTY: Name: I ��fir! L ,O CS SCTM#1000- 93—off - 14 Project.Ad dreI2 �} N . uy 'hone#: �1 �.(�1'„,. s f�� Email: �sl� '-4 ryt 1_car a f�2Ti 5 i�gwua,� Mailing Address 0. �.l dc)u C-LY 2 L iti CONTACT PERSON, . Name: Gt�� L-6ISo . Marling Address:. Phone#.: 3 i Lq 'A N.e.S Email: rwt Lu N« ps�n� �in�iai�.ccs DESIGN PROFE55IONAL INFORMATION: Name � 'd SN.f '° ARGIL ITEc-ru►qL- SEfevIGirS ¢, Mailing Address `I, „ o ANtik r< AV Z-- v LP-t-t6 Phone#:��I-�. 3 b3. Email:Ak-n.4Or2(Lc-)AO-A;+M51UAA , C�Ow% CON TR CTOR'IN FORMA TION:. Name: 1 uy+ 0 S 0►u SS+R-��Ti 0�1 js I,J � 2 Int t U t mal” gAddress'...° �S'T- ,,IV' ,;�;,.4i�►°r� � l q 0 I Pbone#;, Email:V dt,,L) A2-li Am Qa AK(X ,Go,v� DESCRIPTION OF PROPOSED CONSTRUCTION ❑NeW Structuee gAd'dition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Othee . $ 7� poo , Will the lotbe re-graded? ° Yes llo Will excess fill be removed from premises? ❑Yes -TiiNo 1 , x". PR0PER TY INFORMATION Existing use of property: R �l���—i A L Intended use of property: Y: Zone . .. or use distract in Which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes SNo IF YES, PROVIDE A COPY. , I].CheCR,BOk After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCATION 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, .housirjg code and regulations andto admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Rr Application Submitted By(pri name): /s ❑Authorized Agent r$Owner Signature of Applicant; Date: STATE OF NEW YORK 1 COUNTY OF <-7 0^ being duly sworn,deposes and says that(s)he is the applicant (Name of,indiv. ual Signi oritract)-above named, (S)qe'is the � (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this applicati n�that all statements_contained in this application are true to the best of his/her knowledge and belief; and that.the work will be performed in the manner set forth in the appflcation file therewith, sworn before me thi q � 4f11ff�pP�p w. p da y-af 20 a�� Y � N Pu y NC " f, l PROPERTY OWNER AUTHORIZATION �►� ( e the applicant is not the owner) , Wher. OP Nom ," I, residing at dohereby authorize to apply on my,bekialf to the Town of Southold Building Department for approval as described herein. Owners Signature Date Print,Owner's N nie 2 µ LONG RESIDENCE o Y-` I „ NS �: 0 4a � LA E620 1HAR � pJ r a CUTCHOUGUE NY 11935 µ u* � DRAFT 'N' SNAP v ARCHITECTURAL SERVICES PROPOSED215 ROANOKE AVENUE 0v �-pp, RIVERHE� (631) 655�3�i05 IIci01 2 - CAR GARAGE ADDITION SUBJECT p� SEAL: A PARCEL SRO-I 7CT INFORMATION GENERAL. NOTEE5 v SUFFOLK COUNTY TAX MAP No: 1000-83-04-14 I. ALL WORK SHALL COMPLY WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK 2020 EDITION. GONTRAGTOR SHALL COORDINATE ANY AND ALL INSPEGTIONS AS I x GROUNDWATER MANAGEMENT ZONE: IV REQUIRED TO OBTAIN GERTIFIGATE OF OGGUPANGY ON BEHALF OF THE OWNER. 2. ALL WORK SHALL COMPLY WITH THE NEW YORK STATE ENERGY GONSERVATION " SITE AGREAGE: 1.00 ACRES GODS. SEE NOTE 5. 3. ALL ELEGTRIG WORK SHALL COMPLY WITH THE NATIONAL ELEGTRIG CODE. r �R OGGUPANGY (PER I BG 2020) ELEGTRI G I AN SHALL OBTAIN FIRE UNDERWRITERS GERTI F I GATE FOR ALL R-2, SINGLE FAMILY RES I DENGE ELEGTRIG WORK AND SHALL SUBMIT TO OWNER. PROVIDE ALL OUTLETS AND JUNGTI ON BOXES REQU I RED FOR ALL APPL I ANGES, PUMPS, EQUIPMENT, ETG. GLIMATTG � GEOGRAPHIG DESIGN GRITERIA (RIBG 2020, 8501) GONTRAGTOR SHALL REVIEW SERVIGE REQUIREMENTS, ALL LIGHTING, OUTLETS, q �,d DATE: FIXTURES, PHONE JAGKS, T.V. GABLE JAGKS, ETG. WITH OWNER AS REQUIRED FOR ¢0� OB-IQ-2022 ISSUED FOR WIND DESI c5N FACTOR: 130 MPH THE FULL INSTALLATION AND SATI SFAGTI ON OF OWNERS REQUIREMENTS AND Opp' ���� BIDDING ANI7 PERMITS GROUND SNOW LOAD: 30 PSF GODS GOMPLIANGE AND SHALL PROVIDE SAME. ARGHITEGT IS NOT RESPONSIBLE SEISMIC, DESIGN GATEGORY: B FOR ELEGTRIGAL DESIGNS FOR THIS PROJECT IN ANY GAPAGITY. 0 0'122-2022 REVISED 4. ALL PLUMBING WORK SHALL COMPLY WITH THE NATIONAL PLUMBING CODE AND AFER- TOWN COMMENTS DESIGN LOAD GRI TERI A (AS APPLIES) ALL LOGAL GODES. GONTRACTOR SHALL REVIEW WITH THE OWNER THE REQUIREMENTS FOR PLUMB 1 NG INSTALLATIONS, I NGLUD I NG BUT NOT LIMITED TO AREAS OTHER THAN SLEEPING AREAS: 40 PSF FIXTURES, TRIM, AGGESSORI ES, ETG. AND REQUIREMENTS FOR WATER SERVICE AND DOMESTI G HOT WATER. ARGHITEGT 15 NOT RESPONSIBLE FOR ANY PLUMBING STAIRS: 4O PSF (UNIFORM), 300 LBS (CONCENTRATED) SYSTEMS IN ANY GAPAG i TY. LOCATION MP 5. ALL HVAG WORK SHALL GOMPLY WITH ARTIGLE 10 OF THE N.Y.S. UNIFORM FIRE SUBJECT TO DAMAGE PREVENTION AND BUILDING AND ENERGY CODE. GONTRAGTOR SHALL REVIEW ALL SCALE: I" = 400' WEATHERING: SEVERE MEGHANIGAL SYSTEMS WITH THE OWNER FOR THE TYPE OF SYSTEM BEING TERMITE DAMAGE: MODERATE TO HEAVY PROVIDED (I.E. OIL, GAS OR ELEGTRIG, HOT WATER OR AIR, ETG.) INGLUDING AIR FROST LINE DEPTH: 56' GONDITIONING REQUIREMENTS. ARGHITEGT IS NOT RESPONSIBLE FOR ANY HEATING OR AIR GOND I TI ON I NG SYSTEMS IN ANY GAPAG I TY. 6. OWNER SHALL OBTAIN ANY AND ALL REQUIRED PERMITS PRIOR TO ALLOWING GONTRAGTOR5 TO PROGEED WITH ANY AND ALL WORK. 7. ALL WORK SHALL BE PERFORMED BY LICENSED GONTRAGTORS WHOM ARE ZONING DATA — AORIGULTURAL GONSERVATION (AG) EXPERIENGED WITH THE TYPE OF WORK BEING PERFORMED. ALL GONTRAGTORSN SHALL MAINTAIN LIABILITY I NSURANGE AND WORKERS GOMPENSATI ON INSURANCE �� S ITEM REQUIRED PROVIDED IN GONNEGTI ON WITH ALL WORK BEING PERFORMED ON THE PROJECT. � 8. ALL MATERIALS, SYSTEMS, EQUIPMENT, FIXTURES, ETG. SHALL BE INSTALLED IN 5 3q° 00' 00" E MIN. LOT AREA 80,000 SF 48,850 SF* (1.12 AG) STRICT GOMPLIANGE WITH MANUFAGTURERS WRITTEN SPECIFICATIONS AND 25.00' MIN. LOT 1141 DTH 115 FT. 166.51 FT.* INSTALLATION I NSTRUGTI ONS I NGLUD I NG ALL GLEARANGES FOR SERV I GE, ETG. Q. ALL GONTRAGTORS SHALL WARRANT THEIR WORK IN WRITING TO THE OWNER FOR o� o 20% OF 48 850 SF A MINIMUM OF ONE YEAR. MAX. LOT COVERAGE OR q,770 SF 5.24 =2,562 SF 10. THE ARGHITEGT SHALL NOT HAVE CONTROL OR GHARGE OF AND SHALL NOT BE RESPONSIBLE FOR GONSTRUGTION MEANS, METHODS, TEGHNIQUES, SEQUENGE5 OR MAX. BUI LI7I NG HT. 35 FT. 34 FT. PROGEDURES, OR OMISSIONS OF THE CONTRAGTOR, SUBGONTRAGTORS OR ANY 1� MIN. FRONT YARD PERSON PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM y 0 il (I HAR LANE) 60 FT. 60 FT. TO GARRY OUT THE WORK IN AGGORDANGE W 1 TH THE INTENT OF THE GONTRAGT 00571 DOGUMENTS, IN THAT SAID RESPONSIBILITY 15 THE SOLE RESPONSIBILITY OF THE 0 0CIP 0 T MIN. SIDE YARD 20 FT. 21.3 FT. GONTRAGTOR. ���° u0 So'f't MIN. GOME�INED SIDE YD. 45 FT. 81.0 FT. 11. ALL EXTERIOR DOORS, ROOFING SHINGLES, TRIM, SIDING, ETG. SHALL BE REVIEWED AND APPROVED BY THE OWNER. 00 MIN. REAR YARD 75 FT. 168.5 FT. 12. ALL INTERIOR FINISHES I NGLUD I NG BUT NOT L I M I TED TO WALLS, FLOORING, TILE, ��� 9° ��,\ °Q �� \ o ETG. SHALL BE REVIEWED WITH AND APPROVED BY THE OWNER. oo, `� / �, 01q_ `v NOTE: EXISTING DWELLING I S A PRE-EXISTING, NON-CONFORMING USE. 13. ALL M 15GELLANEOU5 INTERIOR ITEMS I NGLUD I NG BUT NOT LIMITED TO DOORS, oo,, `,, �� �p 1 \`TRIM, F I REPLAGES GLOSET SHELVING KI TGHEN GAS I NETS HARDWARE FINISHES STAli2t$L TO\ ; ryC7 (�� \ tu tu ETG. SHALL BE REVIEWED AND APPROVED BY THE OWNER. R=25.00' + � \ t-- L=3x.27' • • — — \ . \ 1j) L157 01= DRAA I NC S AP OVEO�S ----------------------- DES -1 Z P OTEDaQ -COI�PL`l WITH AUL CO0= '� 0��. n, Q ' =-------------- G TITLE SHEET SITE INFORMATION OA .P./ `r��30� NEW YORK STATE & TOWN CODES �AO \\ -- to < � AS REQUIRED AND CONDITIONS OF FIS `1i BYE - T \ PROPOSED 1,200 SF 2-STORY, 2-GAR 6ARAC7E I�nnON NOTIFYBUILDINGDEPARTMENTAT SOUTNOLD MNZBA ADDITION A— I FOUNDATION PLAN 63171&IBM BAM TO4PM FOR THE SOUmbTOV,'N PLANNNNG 60ARD °� '� / O 1U t— FOLLOWINGINSPECTIONS: d \ /,/ Z N 1. FWNDATION-TWO REQUIRED SWMTOV�'N TRUSTEES Mn POURED CONCRETE N.�'.SDEC \• /' o t- A-2 FIRST FLOOR FLAN z. ROUM4—FRAMING&PLUMBING . \ /- & RCULATION 4. FINAL-CONSTRUCTION MUST \ 08, BEC�u1PlETEFORC.O. RETAIN STORM WATER RUNOFF A-5 SEGOND FLOOR AND FRAM I NC PLAN N,�•�� S ,l,�; PURSUANT TO CHAPTER 236 REQUIREMENTSOFTHEC DESOFNEW OF THE TOWN CODE. YORK STATE NOT RESPONSIBLE FOR A-4 ROOF FLAN oESIGNOR ooNSTRucTON ERRORs < t1l exterior lighting o,X OCCUPANCY OR inetalled,replaced or A-5 ELEVATIONS SEGT I ONS repaired Shall conform PROJEGT#: 2022-05 USE IS UNLAWFUL to Chapter 172 o, WITHOUT CERTIFICATE' of the Town Code DRAWN BY: ARR OF OCCUPANCY r,. .".,,,.,� SITE P ..AN DRAWING#: `. SCALE: 1" = 50' CARDING REQUIRED TRUSS PLA 00 1 � t I. THIS SITE PLAN WAS PREPARED USING AS �0 0 G' {, ; S F P I 2022 A BASE THE SURVEY DATED 04-22-cici BY HAROLD F. TRANGHON JR. P.G. 2. NO PRIVATE WELLS WITHIN 150' OF THE PROPERTY SHEET I OF 6 TABLE 5.1 �OUNI��TION NOTES: TYPICAL FQUNI7ATION NOTES: 10�T� "M 5=Tl1RAL NUMBER AND TYPE OF a r { 1 I. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 T5F - JOINT DESCRIPTION FASTENER NAIL SPACING FND./ FTG.: leoor FRAMING BEARING CAPACITY, SUBJECT TO CONTROLLED INSPECTION. 10" THICK P.G. FND. WALL w/TYP. ANCHOR BOLTS, ONRafter to TOD Plate (Toe-nnlled) 3-8d per rafter CONTINUOUS 16"w. x 6"d. P.G. FOOTING; TO A MIN. DEPTH OF =. I Ceilin Joist to o Irate (Toe-IF ed) 3-8d er gist 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE 36" BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR ,, 1 Ceilin Joist to Parallel al=ter IFace4- each In Celan Joist Ln s over Partitions (Face-nalled) 4-16d each la j SOIL w/ MIN. I TON PER S.F. BRC. GAPAGITY. REBAR: 2-#5 of or le to a ter < ace nnlled) 4-8d —per till IN PLACE, PUMP AS REQUIRED. CONTINUOUS I >= �? Blockin to of er ( oe-naited)alle 2-8d each end 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO OFRWALL AND%R61N FTG w/ MIN. 3' COVER.AT BOTTOM 0tq$/ . Rim Board to after (End-nalled) 2-16d each end KALL FllAMIN9 MORE THAN 50 FEET APART AND NO LESS THAN 4'- O" FROM ANY PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH 7o Pante to To lute ( a.ce-nnlled) 2-16d' er foot 51 LL/TYP. ANCHOR BOLTS: �. To Paate at Intersections (Toll-nailed) 4-1 d oints - each side tud to ud (Face-nailed) 16d 24' o,c GON5TRU6TION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION 2-2"x b" (or I-2xb MIND PRESSURE-PRESERVATIVE-TREATED Header to Header ( ace-n6led) 2-16d 16' o.c. along edges JOINTS. (PPT) SILL PLATE, (PROV. TYP. SILL/WALL TIES, WHERE 2RA1= ,T N, SNAP Top or Bottom Plate to Stud (End-nnlled) 2-16d loer 2x4 stud REOW OVER TERMITE SHIELD AND SILL SEALER w/ 5/e'dla. ARZHITEGTURAL SERVICES 3-16d er x6 stud 4. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING ANCHOR BOLTS (-1"MIN. EMBEDMENT AND 3"5QUARE 4-16d er 2x8 stud METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROL WASHERS) ® 36"o.e. 4 28"o.e. WITHIN 8 FT. OF CORNERS 215 ROANOKE AVENUE Bottom Plate to rloor Jolst, and oast, End oast or Blocking (F ac [per foot JOINTS (SAW GUT) MAX. 30'- D" D.G.; CONSTRUCTION JOINTS SHALL AND 12" MAX. FROM EACH END OF SILL PIECE. RIVERHEAD, NY I IQOI M-0M P111 MING BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF COORDINATE PLACEMENT WHOLD-DOWN BOLTS, AS REOV. Joist to Sill Top Plate or Girder (Toe-nnlled) 4-8d er gist PLACEMENT. TO CONNECT TD 5HEARWALL STUD BRACKETS. (SEE (631) 655-305 rid In to Joist (Toe-nalled) - d enc en Blocking to Joist (Toe-nalled) 2-8d each end ae I_OII DET ILS). ( oe-nalled) - each block LeStorl ItooPnc1;-nnlled) 3-16d each joist / CONCRETE N07EB: 5EAL:Joist on LeA (foe-nailed —3-8d per joist : Band Joist to Joist (End-nailed) -16d per oast Bond Joist o It or o tate (Toe-nn e - d er oast I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-G�1; REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE ROOF 51MP50N G520, (20 Gage), I I/4" STEEL STRAP TIES ® Ib"oc SMAT"INS CONCRETE SLABS SHALL BE 3500 PSI STONE CONCRETE; ALL AT EA. STUD w/MIN. 8- 8d NAILS, EA. END) WRAPPED UNDER Structural Panels 8d 6' ed e / 6' field Diagonal Board Sheathing EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. 4 UP INSIDE FACE OF SILL, GUT TO LENGTH AS REG-0. (SEE 1'x6' or 1 - d er support d er support 1'x10' or wider - A SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. DETAIL) fi G4!ILIN6 SHCATHINB � Q 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE Gypsum Wallboard d coolers e e / 1 ' field `-3 HOLD—DOWN BOLT: INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM t;A., n. KALL SHMATHINC „ SIMILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REQ D. l Structural Panels d 6 edge / 12' field 8) POURED GONGRETE A-615 GRADE 60. TO ANCHOR 5HEARWALL SEGMENTS. (SEE 5TND. DETAILS). `•'I! t Fiberboard Panels , " FOUNDATION WALL - 3. TEMPERATURE REINFORCEMENT SPLICES, SUPPORTS FOR CONTRACTORS MUST COORDINATE PLACEMENT OF ALL BOLTS r /16' 6d 3' ed e / 6' laid - � � ± / 8d 3 ed e / 6' field REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 (BEFORE GONST� TO INSURE ALIGNMENT OF BOLTS 4 STUD —O —8 AFF BRACKETS. OPTION: (INSTEAD OF H02A S 4 BOLTS): USE - Gypsum n bony d coolers T ed e / 10' field t Hardboard 8d 6 edge 12• geld - - - _ 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 STRAP TIE HOLDOWN, 5IMP50N 5TH0I0 EMBEDED IN FND. WALL - - -- - - - -- -e- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - Particleboard Sheat d 6 ed e / led DIAMETERS AT SPLIGES AND CORNERS AND HOOKED AT NON- 4 EXTENDED UP OUTSIDE FACE OF WALL AS REQ'D. [SEE la grana Board Sheathin � � `� •.,,' "`^w 1•x6• or 1'x8 d er support I ° e °. ° . 4 . ° e I CONTINUOUS EN05 OR EXTENDED 24 BAR DIAMETERS UNLESS FLOOR PLAN FOR 5HEARWALL SEGMENTS]. 1'xlO' or I 1:3-ad [per support I e < 'd ° a. °e n n .e g:. a. , e a ° ° . . , ° °. .° ° REINFORCEMENT SHALL Q , <. rLoole 5F�Ar1IINB OTHERWISE NOTED DETAILING OF ALL REI A trueturnl Gaels _ _ _ _ e �^ - • °• . I BE IN ACCORDANCE WITH AGI SP-66. (88) CONCRETE: I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , . . I ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM t10 6' ed e/ 6' fienTd— d I I 5. PROVIDE TWO #6 ALL SIDES FOR OPENINGS IN CONCRETE (28 DAY) STRENGTH OF 3000 P51, EXCEPT USE 3500 P51, In anal iBoard SheathingI = H ( ,° WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-D" BEYOND FOR ALL EXTERIOR USES; INCLUDING GARAGE SLAB, ETC. 1•x6' or 1'x8' - per supportI +10 AFF I6"XP>" POURED I I OPENING; HOOK ENDS. POP or w er - per support I ( O I H Roo,•�IN� SHEARWALL SEGMENTS: pp��: I I GONGRETE FOOTING, I 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR PROVIDE 5HEARWALLS PER CODE;2 AT ALL CORNERS OF GaIv. stl.,rain.12 ga.shank w/ a min.3/8'din, hand. fastener shoo penetrate - I BUILDING, WITH A MAXIMUM OF 25 FEET BETWEEN SEGMENTS. O5-1CI-2022 ISSUED FOR Asphalt roof shingles through theroofing materials and a min.of 3/4' Into roof sheathing and shalt I I ,,��/�` KEYED IN TO I MECHANICAL TRADES. OPENINGS SHALL BE PLACED SO AS NOT roofingmanufacturer andprovide no less than 4 fasteners per strip shingle. I `1 ' ° I TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. STANDARD SEGMENT: Y2" PLYWOOD, EXTERIOR 4 Y2" G.W.B. 81221 NCS AND PERMITS I Nallhg requirements are based on wall sheathing maned 6'on center at the panel edge.If wag sheathing Is nulled I I FOUNDATION WALL I I INTERIOR, W WIDE x HT. OF WALL (8' MIN) NAILED TO WALL 3'on center at the panel eche to obtain higher shear capacities,nailing requirements for structural members STUD5 ® 16"oc, w/ DBL. STUDS AT EDGES. USE 8d NAILS shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path I I "1. BEFORE PLACING CONCRETE, CONTRACTOR SHALL SUBMIT FOR b"oe AT EDGES 4 12"oc. IN FIELD. ANCHOR EACH SEGMENT TO 07-22-2022 REVISED eldhen watt sheathing is continuous over connected members, the tabulated number of nalts shall be permitted to be I I I I REVIEW A COMPLETE 5EGUENGE OF PLACING SCHEDULE. FOUNDATION w/ SIMPSON HOLD-DOWN BRACKETS 4 5/e" BOLTS reduced to 1-16d haft per fool:. AS REQ'D. - INSTALL ALL HARDWARE AS PER MFR. SPECS. APER eINDICATING ALL CONSTRUCTION JOINTS, TIME SCHEDULE, AND TOWN COMMENTS I < I GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. [SEE ALSO, TYP. HOLD-DOWN BOLT NOTE 4 STANDARD DETAILS] I . I I • ' ' I G I I I B I -3 I I I g I A-3 I I II I NOTCH RR F/ EX 15TI NOI I If I SHEATHING EXTERIOR I I 10 I_g II —8 I I , 7 1 ,00 5TAI RWELL TO , I I ' . BASEMENT I I I ° i ° `b I 16"x16" GMU PIER I I GROUT SOLID W _ _ I I O TYP. ROOF. TIES: .° (4) #5 BARS r aj = •° I — 5IMP50N "HIZ" z1-o' CONNECTORS ® Ib" O.G. U.N.O. B 4 I 24"x24"x48" o 3,500 PSI GONG. DOUBLE TOP PLATT= 0) FOOTING. BARS _ _ _ _ 1 I 7Y I CAL ROOF �ONN. I I FROM PIER TO 1 I BE BENT IN I e I SCALE: I" = I'—O" : I — I 5IMP50N L5TA 30-180A. i RIDGE STRAPS AT EA. �\ $ 1 I a 1 —FULL HEIGHT RAFTER. 'O�• I I ( HEADER STUD OR < i UNEXGAVATED I 2"x4" COLLAR TIES AT 1 I HEADER TO STUD: 160" O.G. �" DOWN 1`l �Il P.G. SLAB W/ �IiX / ii_ #IO ( e I JACK STUD B ISIMPSOASTENER5N L5TA21 0NNECTOR BELINGJOEN RIDGE AND e rJ WWM RE I NI=. P I TGH DN TO O.H. 1 DOOR, PER GODS, ON I 1 PLADOW SILL + + + + m Q 4. UNDISTURBED GLEAN G RANULAR I I STUD TO PLATE: LU SOIL AND/OR GOMPAGTED FILL AS I 5IMP50N "HDU5" UPLIFT z z -� a I II CONNECTOR W/J" DIA. tu < UL NEEDED. 1 I TYPICAL AT CORNERS OF 5HEA IRWALL ° D AT ENDS OF �� I I I • ° I I BOTTOM PLATE I I SCALE: I" = I'—O" Ju < EXISTING GONG. I I T . WALL OF = I I FRAM I Nrz;i A7 r BALL OPEN. TYP. ANCHOR BOLT: EXTERIOR —01—b" AFF —0'-8" AFF d) I SCALE: I" = I'—O" COORDINATE PLACEMENT O STAIRWELL • I WMOLD DOWN BOLTS. VERIFY I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� a.• I BOLT TYPE,EMBEDMENT,REBAR lr� ETC. BEFORE CONSTRUCTION :D — O ° < I 1-4" x 18 GAUGE STEEL <. •a° 1S1 COLIED STRAP WRAPPED a - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -� UNDER SILL AND OVER EACH STUD W/ 12" MIN. STUD BEARING. NO. 6518 1- - _ z BY SIMPSON v O � LU A-3 L2I_Oit _� II- " x 18 GAUGE� _5 • - z STEEL GOLIED < d) 1 PROJEGT#: 2022-05 G TYP. FLOOR STRAP NO. 0518 TYP. FND. / FTG. a GRADE JOIST A-3 24 _0 I I E5IMP50N UNDER OT(12" a EXP. JT. d PITCH FINAL GRADE DRAWN BY: ARR END LENGTH) I6 WW AAY FROM ALLS TYP. D.G. BOX BEAM. a 0 _z DRAWING#: FR01=05EE� FCUNr;�ATICN FL.AN MATCH FJ a • m 2"x4" SCALE: 1/211 _ 11_011 KEYWAY m a° A - 1 LOOR TO L.00R CONN. 7*10'P I CAL F0071 Ne ro) 7A 1 L SCALE: I" = I'—O" SCALE: I" = I'—O" SHEET 2 OF 6 A ©&SOOT I DRA1=T 'N' SNAP ARCHITECTURAL SERVICES 215 ROANOKE AVENUE RI VERHEAD, NY I I QO I (631) 655-3803 SEAL: TYPICAL WALL GONSTRUGTION _ • VINYL SIDING TO MATGH EXISTING AR�'� I I NCC WRAP A-3 3/4" PLYWOOD SHEATHING • x6 NEW 3'-O"x6'-8" 1/2" PLYWOOD SHEATHING INTERIOR DOOR _ W ` ,a✓'. x.14 /�,, I I I I I I I I O UP O I DATE: 05-ICI-2022 ISSUED FOR BIDi71NG ANTI PERMITS _l- -L - L - 1 - _L - - - - J 0'1-22-2022 REVISED FER TORN COMMENTS NEW MOOD STAIRS; 20R (-111/4"), IqT (10") .. . N G F I N I SAH FLOOR: +0'-011 A-3 PRAIA' I NC 1. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS 1 - I FIR-LARCH STRUGTURAL GRADE NO.2 OR BETTER. 1 � 2 I O�_g . 10 -8 2 " o 4of 70 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/5" MIN. THICKNESS OR AS NOTED. 16"Ab" GMU PIER O 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. GROUT 50LID w/ _ — _I EXPOSURE 1. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO (4) #5 BARS I . (� BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD I I N SUBFLOOR TO FLOOR JOISTS. STORAGE B (�(� 24"x24"x48" I I I AREA 3,500 PSI GONG. I " I A_3 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH A-3 - FOOTING. .BARS I - DOUBLE UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL FROM PIER TO L — — — — — HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON BE BENT IN 2-GAR - DRAWINGS. FINISH. FLOOR: +O'-10". GARAGE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND - = - - - - = - - - - - - - - - - - - - - - - - - -_ FLOOR BEAMS AS PER N.Y.S. GORE OR AS NOTED @ 8'-O" O.G. '� r r - - - - - - - - PROVIDE 2" AIR SPAGE FOR AIR GIRGULATION IN ROOFS. I I I 1 EXISTING ..: I I I 6. DOUBLE FRAMING AROUND OPEN I! ht5,5ta1r5 etc.) OR AS I EXTERLOR I i I y �9 STA I RWELL TO... . I I I NOTED ON DRAWINGS. I BASEMENT 4" C:O IG. SLAB 13,000 I . I NI . . PSI I I -7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS — OR AS NOTED ON DRAWINGS. (� z lu Lu z I I I I 8. ALL FLUSH WOOD GONNEGTIONS SHALL BE FASTENED WITH Z I I I I RATED GALVANIZED METAL CONNEGTORS BY "S I MPSON" OR lu < }- UL I I I I APPROVED EQUAL. —I z Z I I I I q. PLYWOOD SHEATHING TO BE NAILED WITH 8D © 4" O.G. O �- I I I I EXTERIOR EDGES AND 6D @ 12" O.G. INTERMEDIATE. z I . I : . I i 1.1__ I I I I 10. ALL ROOF RAFTERS SHALL BE ATTAGHED TO THE PLATE AND V O t- -7 I I I STUD WITH GALVANIZED HURRICANE TYPE H7 GONNEGTORS BY Z (v 0 I 1 I I "SIMPSON" OR APPROVED EQUAL. O I- NEW cf'-0"x8'-O" O.H.D. NEW cf'-0"x8'-O" O.H.D. II. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI EXISTING GONG. SERIES WOOD-I-BEAMS AND LVL PRODUGTS OR EQUAL. ALL WALL OF JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING EXTERIOR STIFFENERS INSTALLED AS PER MANUFAGTURERS W REGOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL I '-�f „ STAIRWELL Ci ,-5„ 2 �_O Ci '_5 '� 1 '_Gfi " LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE I-3/4" LVL p✓ RIM J015T SHALL BE REOV AT FLOOR PERIMETERS. HANDLING, p STORAGE, AND EREGTION OF GOMPONENTS SHALL BE AS PER A MANUFAGTURERS RECOMMENDATIONS. PROJEGT#: 2022-05 G A-3 A-3 12. ALL MULTIPLE LVL PRODUGTS TO HAVE 2 ROWS OF 1/2" DIA. DRAWN BY: ARR 24 1-0 MAGHINE BOLTS @ 12" O.G. F I R57 F:LCOR FL�AN (5-7& er-) 13. PROVIDE F I RESTOPP I NG AT ALL LEVEL PENETRATIONS. DRAWING#: 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR SCALE: 1/2" = 1 '-0" m BEAMS, SPACING NOT TO EXCEED 8'. N SHEET 5 OP 6 (2) 16" TGI FRAMED AT STAIR LANDING i I i - 1 - -- ' DRAFT SNAP i ARCHITECTURAL SERVICES (2) ib" TGI GIRDER 215 ROANOKE AVENUE N RIVERHEAM, NY IIcI01 16" TJI @ 12" O.G. � (631) 655-303 4x4 POST - m SEAL: (2) I6" TGI GIRDER I6" TJI @ 12" IO.G. 4x4 POST - I F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - _ -------------- - - - - - - - -- - - - - - - - — — — — — - - - - - - - - - - - - - - - - - - - - - - - - LINE OF OVERHANO ABOVE N Q I 16 TJI © 12 iI II 4x4 POST (GIRDERGI � ❑ t. I O G. I I II 16" TJI © 12" O.G. JI iI — — Q I (2) 16" TGI GIRDER - -n I 1 PLATFORM ABOVE N QI = I < 1 i DN Q i 16" TJI @ 12" O.G. ; �- DATE: 05-ICI-2022 ISSUED R B D I NC ,4N17 PERMITS D > 1 I 1 (2) I6 TGI GIRDER _ Zi I =•_•_•_•_ _•_•_ _ _•_ _•_•_ — — —•—•—•_ _•— _ _•_ _•_•_•_•_ = O'7-22-2022 REVISED > 11 _ 1 4x4 POST 4x4 POST A PER TOWN COMMENTS 0 I PROVIDE HANDRAIL —-/ < I MIN. 32" TO CODE m I I 1 85 N 8 x "xl/2" HH5 TUBE, 1 I 16" TJI @ 12" O.G. WELDED TO 1/2" PLATE I I I G ANCHOR BOLTED TO - - A-3 GMU PIER BELOW NEIN WOOD STAIRS; 15R 0-1/4"), 12T (10") m NEW NUTTER 1 I I i I = I Q I I UP I I PROVIDE HANDRAIL j (`(� 1 5 GOND I=LOCR RAM I NE; FLAN - - - - -- - - - - - - - - - - - -- - - - - MIN. 32" TO CODE I i SCALE: 3/8" = 1'-0" I � I 1 ® OF m fRAMINC-7 N07ES rA 1 PLYWOOD I I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS A-4.1 u- FLOORING OVER FIN FLOOR: +12'-I" I28x28 PLATFORM = 1 FIR-LARCH 5TRUGTURAL GRADE NO.2 OR BETTER. Q x 1 FRAMED FRAMING O m 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1. 5/8" MIN. OPEN I NO I N -I ( XI THICKNESS OR AS NOTED. I AGGE55 LADDER 1 PLATFORM `Q 1 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. Nk TO TOP OF 1 I ( EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO TELESCOPE PIER FRAMES PLATFORM 1 > BE SET ON 50LID BLOGKING. GLUE AND NAIL PLYWOOD FIN FLQOR: +_7 -IO" i O SUBFLOOR TO FLOOR JOISTS. E I I 1 (AT SECOND FLOOR) I { 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH --�I- ----- I I m DOUBLE UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL ON HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS 5HOHN ON DRAW I NGS. Z 5. SOLID BLOGKING SHALL BE PROVIDED FOR ALL JOISTS AND tu r/ m I �-E3 1�2 �� I O ��-� �� � �-5 112 �� 2 �-O 11 1 FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-O" O.G. � � PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. 0 — o n ---I --- --- 11� u I 1 1 0 1 6. DOUBLE FRAMING AROUND OPENING5(skyIIghts,stalrs etc.) OR AS < Q I PLYWOOD FLOORING OVER I NOTED ON DRAWINGS. _j z FOOR FPAMINO N i 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONSXX \ I OR AS NOTED ON DRAWINGS. V\ Q S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH Q o _I I RATED GALVANIZED METAL CONNECTORS BY "51MP50N" OR = I APPROVED EQUAL. tu N , I q. PLYHOOD SHEATHING TO BE NAILED WITH BD @ 4" O.G. EXTERIOR EDGES AND 6D ® 12 O.G. INTERMEDIATE. --------- ------I — - I ADH3050 ADH5050 = I 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND N I STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY L- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� "5IMP50N" OR APPROVED EQUAL. Lu LINE OF OVERHANG ABOVE 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI 7 SERIES HOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL C) JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS B RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL GLOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL PROJECT#: 2022-05 A-4.2 RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, A-3 STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFAGTURER5 RECOMMENDATIONS. DRAWN BY: ARR 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. 1:::La� FL�AN MACHINE OLTS ® 12" O.G. DRAWING#: ® ® 5ECON:;) ®® B13. PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS. SCALE: I/2" = I'-O" m 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, 5PAGING NOT TO EXCEED 8'. I�L SHEET 4 OF 6 DRAFT 'N' SNAP ARCHITECTURAL SERVICES DOME BASE GONSTRUGTION 215 ROANOKE AVENUE • ZVIDEOAL UMINUM FLA5HING AT ROOF EDGES RIVERHEAD, NY IIQOI • EPDM ROOF MEMBRANE (631) 655-5Q05 IGE+WATER SHIELD UNDERLAYMENT B TYPICAL ROOF GONSTRUGTION SEAL: 1 5/4" PLYWOOD DEGKING • 2x10 DOME PLATFORM FRAMING @ 12" O.G. A-4.2 50-YEAR ASPHALT SHINGLES • 2x 10" RIM JOISTS AT TO OF WALL PERIMETER IGE+WATER SHIELD UNDERLAYMENT : 3/4" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING • 2x6 FRAMED WALLS AROUND PERIMETER 2x10" NOMINAL FRAMING (9 16" O.G. • (5) 2x12 FRAMED OPENING • PROVIDE COLLAR TIES @ I(oll O.G. '< 'l05 , u +',may�; . .: � =°✓,,*... , s. 6" ALUM. GUTTER NEXDOME 8'� � PREFABRICATED � OS-q-2022 ISSUED FOR I OBSERVATORY - DOME � I RING B I DD I NC AND PERMITS I I jI I I I j 07-22-2022 REVISED I- -5 x 10 -5 FRAMED APER TOWN COMMENTS BASE FOR OBSERVATORY DOME; EPDM ROOFING MATERIAL AT TOP OF BASE G I I I A-3 I I I I I i I I I I I -- 12 112 ci ci VA-4.1 -— -- -- - —----------- I A-4.1 N I I I I ____�.--------- LJ -_ ----------------------------- - ul < )- < -1-1 z 2x10" R.R. @ 16 " O.G. 2x10" R.R. @ 16" O.G. I to D-/ Ld OL ---------- --- w 201-011o a PROJEGT#: 2022-05 A A-3 DRAWN BY: ARR DRAWING#: 00F:: FLAN (&Oo sF--) SCALE: 1/2" = 1 '-0" m A � 4 SHEET 5 OF 6 TELESCOPE;MOUNT TO BE WELDED PLATE INSTALLED ON TOP OF HH5 TUBE SECTION T.O. DOME NEXl:>OME&0 T.O. DOME n NEXDOME&0 +34'-O" lo'-5•xlo'-5•FRAMED PREFABRICATED +34'-0" PREFABRICATED BASE FOR OBSERVATORY-DOME S i OBSERVATORY-DOME t OBSERVATORY DOME; RING 1 RING _ - EPOM ROOFING _ MATERIAL AT TOP OF 8"xB"xl/2"HHS TUBE, 10'-5"x10'-5"FRAMED I I BASE WELDED TO 1/2"PLATE BASE FOR OBSERVATORY ANCHOR BOLTED TO DOME;EPOM ROOFING ACCESS LADDER CMU PIER BELOW MATERIAL AT TOP of TO TOP OF BASE T.O. RIDGE TELESCOPE PIER T.O. RIDGE EXISTIN6 HOUSE BEYOND S 1' - +2q'-4" +2g -4 2x12 RIDGE 2x12 RIDGE � 11 +4"�.",..�•- 30 YEAR ASPHALT 2x10 ROOF RAFTERS --- --- ROOF FINISHES TO MATCH WITH COLLAR TIES O I2 -MATCH E IST�N6 To 16"O.G. EXISTING DRAFT 'N' SNAP 6 ROOF AND WALL FRAMING ARCHITECTURAL SERVICES _ VENTED VINYL 2x10 RIDGE HOUSE;ROOF PITCH 215 ROANOKE AVENUE 2x8 R.R.O Ib' SOFFIT O.G. NEW GUTTER TO TIE IN TO -- 2xb C.T a I6EXISTING GUTTER RIVERHEAD, NY 110101 5/4x (631) 655-3803 I2"FASCIA BOARD SEAL: I _ m - I (� VENTED VINYL VENTED VINYL SOFFIT r- d r- FIT - I — b•ALUMINUM CUTTER (V _ NEW WOOD WALL FRAMING THIS AREA I VINYL SIDING TO MATCH EXISTING AP. a STAIR ST I(7-I/4') BUILDIN6 WRAP .: . • 1/2"PLYWOOD SHEATHING - 12T(10") - 2x4 NOMINAL FRAMING �° " ""�' .� �'°• •�.` " 4' ' ----------- -----_-_ --------- - - 5/4x12"FASCIA PLATFORM I I I )/� ✓ '4I?� FRAMED ----------------------------_-------- ---- O I/2"PLYWOOD SHEATHING INTERIOR ------------ -------------- - - BOARD m 5'-O" r� - -- ------_--- NEW 2x10 FRAMIN6 TO BE a 51STERED IN TO EXISTING � ,' '• -- -'------ -- - ----- - ---- --__- - HOUSE FLOOR FRAMING — — — — — — — — — — — — — ! M - ------ = 5EGOND FLOOR III SECOND FLOOR %\/\\/\ F-X15TIN6 --- - 4'LEADER FOR u " / \� / S EXTERIOR \ \ \ \ +12'-1-� +12 I �� /\ \\/\\/\\ AIRNELL 60TTE-R \\\/\\j\\�\\j\ ::'. \\ \\ --_----- -- ------- NEw a'-o•xa'-o•O.H.D. I I NEW HOOD STAIR-, //\\/j\\/j\\/j\\ •• m ;: //\//\//\//\//\\/ -�------ -- -- --- / - - 20R TYPICAL WALL CONSTRUCTION //\//\//\ • / / / - ----- - - ----- -----_..--- ------------ - / 19T(10") BVINYL UILDING 5101NO TO MATCH EXISTING \�\�j\�j\j\\//' 1- /\\��\11NN �j DATE: I6°TJI a 12'O.G. i -- ------------------------- 28"x28"FRAMED 3/4"PLYWOOD SHEATHING Q __.-__u_-_-..---.--- ---- - VINYL CORNER OPENING IN PLATFORM 12/1x6 NNOYMINAD R ATIi6IN6 INTERIOR \/�\/ //\//\ / / / / 0�-1-1-2022 ISSUED FOR — — --—_--- = TRIM \/�\//\\//\\//\\ /\\//\\//\\//� B 1 DD I NG AND PERMITS --- ----- -- -- ----__.._.-_--_ VINYL SIDING TO MATCH \��\ /\/\/ '2,�f022 RE Y 1SED EX15TIN6 HOUSE O I I I6"x16"GMu PIER I f = _ -II \/\\/\\/\\/\\/\\/\\/\\/\\/\\ PER TOWN COMMENTS _- 6ROUT SOLID w/ - 5/8"ANCHOR BOLT // -_--------------------- --------.___-- _t (4)#5 BARS THROUGH PRESSURE ' \,�\/�\/�\,�\\•�\/ --- ----- ---------------- --- --- a� I�— — — —�I \, TREATED SILL O 36"O.G. -- - 4"CONCRETE T I ® _ — _ _------- —= I- -I -- --------- --------- ----- --- SLAB• 3500 I I 1 L - - .. :_ ---- --- - - - - - - SCALE I/4 = 1'-0" .; . . : ... .... .. .• . : . � FIRST FLOOR i• FIRST FLOOR �\\,�\\,�\\,�\\,�\\,�\\,�\\,����\\�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\\,�\,�\,�\,�\,�\, ,� � \\ \\ \\ice\/\ \ \ \• . \ \ \ \ \ \ \\ \\ \\ \\ \ \ \ \\,�\,�\i,\ \ \ \ \ \ \ \ �\,�\ 24'x24"x48• 3,5Oo P51 Cow. 8•GONG. \/\/\ /\ FOUNDATION //\\//\\/ /\\i FROM PIER ro � \ \ T.O. FOOTING BE BENT IN -3'-O" 1- - - - - - - - - - -- --- - - - - - -- - - - - - - - -- - - J \/\ \/\ P51 Io"x20"WNG. FOOTING e V' 5TELEVATION 3,000 PSI A SECT 1 ON SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" T.O. DOME DOME BASE CONSTRUCTION T.O. DOME PROVIDE ALUMINUM FLASHING AT Roof=ED6E5 NEXDOME 60 +34'-0" EPOM ROOF MEMBRANE +34'-0" PREFABRICATED ICE+WATER SHIELD UNDERLAYMENT l0'-5•xlO'-5"FRAMED OBSERVATORY-DOME 4 • 3/4'PLYWOOD DECKIN6 BASE FOR RIN6 - 2x10 DOME PLATFORM FRAMING a 12"O.G. OBSERVATORY DOME; _ •2x10"RIM JOISTS AT TO OF WALL PERIMETER EPDM ROOFING 10'-5"xlO'-5"FRAMED I 3/4"PLYWOOD SHEATHING MASE TERIAL AT TOP OF BASE FOR OBSERVATORY �I 2xb FRAMED WALLS AROUND PERIMETER �} DOME;EPDM ROOFING (3)2x12 FRAMED OPENING MATERIAL AT TOP OF 8"x&'xl/2"HH5 TUBE, BASE T.O. RIDGE WELDED TO 1/2'PLATE T.O. RIDGE +2a'-4" \ PIER BELOWBOLTED TO GMU +2g'-4" T1'P I CAL N07F.5: ACGE55 LADDER , TO TOP of TELESCOPE PIER � � ANDERSEN ATCTD70 I EXT. WALL: WINDOW.SILL HT.9'-0'AT �_ 2"xb" STUDS ® 16"o.c. (10' HT. ® ist FLR. 4 T-7" HT. ® 2nd FLRJ SHEATHING: TYPICAL ROOF CONSTRUCTION SECOND FLOOR 30-YEAR ASPHALT SHINGLES \ PLATFORM CONSTRUCTION 1/2" MIN. COX PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 4 SILL PLATES. • ICE+WATER SHIELD UNDERLAYMENT THEN COVER w/ IS LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY 12 12 3/4"PLYWOOD SHEATHING 12 2x8PJ015TS0® IOG.INPROVIDE 5I0IN6/REQMT5. 4 ALL FINISH TRIM (AS APPROVED BY OWNER). • 2x10"NOMINAL FRAMING a Ib'O.G. � g - -- ---- _---- a PROVIDE COLLAR TIES a 161 O.G. I a g HAN&AR5 AS REQUIRED 30 YEAR ASPHALT • 2x8 RIM JOISTS o PERIMETER -__ - MATCH EXI�NO HOUSE 00 HANDRAIL MIN. • 4x4 P05T5 AT GoRNER5 ROOFING: _ - - - - 1-32"To CODE +� ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLE5 (AS SELECTED -_ 12 ".0 f3) 2x12 lr BY OWNER) OVER 15 LB. FELT 4 1/2" MIN. COX PLYWD. 5HEATHIN6. USE 6 -- - b"ALUMINUM e OPENIN6 �• NAILS PER 5HIN&LE 4 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. -- ---_'-- -- b"FRIESE - 6lJTTER F� I I 46• FROM ALL ROOF ED&E5/BREAK5. ALL FASTENERS 4 FLA5HIN6 TO BE ----____ - BOARD m ��o o� m CORROSION RESISTANT. -- --- --- r` i- - -- _-_--_ ------ 6•ALUMINUM GUTTER ROOF TIES: (� Ef PROVIDE SIMPSON, 6520 STRAPS, GUT TO LENGTH F/ MIN. 5- 8d NAILS, EACH a \ J J� - - = END OF STRAP, AT EACH RAFTER 0 16"o.c. USED TO TIE ROOF RAFTERS TO V Lu NEW WOOD I I STAIR O WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS 4 RAFTERS FOR ',Z - -- 5/4x12"FASCIA 13R(7-1/4")_ -I CONNECTION OF TIES. -- -- ----- -- - ------- BOARD 12T 00") o z -- --- -- -- ----- ------ VEIT NTED VINYL 11 m WALL TIES: - ANDERSEN ADH3050 REQUIRED ONLY ON (2 STORY HTJ ROOF SUPPORT WALLS : WHERE UPPER O ANDERSEN ADH3050 -- - -- -- ------ WINDOW w/1x4 TRIM.SILL WINDOW w/1x4 TRIM. ------- ---- --- HEIGHT 18"OFF SECOND LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ SILL HE16HT AT 18' �__.__-- -__..__.__.__ Ell --_ FLOOR 5IMP50N G520 STRAPS ® 16"o.c. USE MIN. 7-8d NAILS, EACH END OF STRAP. OFF SECOND FLOOR - ---- ---------- --.._ (SEE STANDARD DETAILS,DWG. U. SECOND FLOORLSECOND FLOOR SILL/WALL TIES: (� tu +12-11116•TJI O 12"O.G. Ib'TJI a 12•O.C. +12 I REQ'D. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 51MP50N 0520, 0 > -- — -- ----- ----- ----- 2ACP RIDGE _ 20 GAGE STEEL STRAPS a I6"o.G., GUT TO LENGTH AS REQ'D. FOR 7-8d N _- --------- -- ------ --- -- ---- 1n NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF (� ----- ---- O TYPICAL WALL GON5TRUGTION WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. 1) O vJ - ----- MATCH EXISTING • VINYL SIDING TO tu BUILDING WRAP - --- NOMINAL FRAMINS- --__ VINYL CORNER 2x8 R.R. 1/2"PLYWOOD SHEATHING INTERIOR HEADER: -- _-- TRIM a Ib"O.G. NEW WOOD STAIR; MIN. HEADERS: 3-2 x8 AT 2x6 WALL5, AND 2-2 x8 AT 2x4 2OR h-1/4") _ WALL5/PARTITIONS, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF 6'-0" AND -- i 19T(10•) i _ i OVER;SUPPORT w/ DBL. STUDS, q'-O" AND OVER;SUPPORT w/ TRIPLE STUDS. N - I -1 N PROVIDE METAL TIES (5IMP50N L5TA21, or EQUAL) FROM HDR. TO JACK -- 8'-o•xs'-o"OVERHEAD STORAGE PROVIDE BASE STUDS AT EXTERIOR WALLS 5UPPORTIN6 ROOF STRUCTURE. w -- ^— 6ARA6E DOOR d� AREA PL TE ATTOPTO ib'x1b•CMU PIER 5/8•ANCHOR BOLT — ---- WALL FOR 6ROUT SOLID w/ THR0U&H��� Q) NEW FLOOR FLOOR FRAMING (4) #5 BARS TREATED SILL a 36"O.G. IY -- FRAMING TO BE FASG I A/ SOFFIT: L)- ____- TIED IN TO EXIST. 6"GOr�• 1"xb" FA56IA w/ 2"x 5UB-FA5GIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ -_ HOUSE FOUNDATION CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. - �e 3�SOO PSI HALL® 3� VER5ATEX TRIMBOARD (or egyal) AND/OR T46 WOOD TRIM AS SELECTED. PROJECT#: 2022-05 FIRST FLOOR PSI ;:I. FIRST FLOOR INCLUDE GUTTERS 4 LEADERS, AS APPROVED BY OWNER. \\ \\ '21\\ \\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ si +01-011 SUB-FLOOR: 1 ---------------------- ///////// /j // // // /j // // /j /j // // // // // // // /j // // // //. DRAWN BY: ARR \ \\ \\ \\ \\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ • : /\\/\\� 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE I ---------------------- 4 NAIL PLYWOOD TO FLOOR J0I5T5/FRAMING. - (VERIFY SPECIFIC ----------- j\\%j\j\\\/ `' \\ \\\ T.O. FOOTING UNDERLAYMENT REQUIREMENT5 FOR ALL FINISH FLOOR MATERIALS AS /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \/\\/\\/ /\\/\\/\\/\\ ;: \\ \\�: -3'-O" SELECTED BY OWNER). DRAWING#: - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -� -- - ---- - ---- /\//\//\//\/,\/\//� /\//\ ' -------------------- \ \\/\\/\\��\/ \\/\\/\\/\\/\• ,. \\ \ /\\/\\/\\ \\ \\/\\ \ . ---------------------- \\ // /;�/ /////// / / / �/ 8'x16•GONG. RIM BOARD: ---------------------- /\\/\ \\ \/\\/\\/\\/\\/\\/\\/\\/` 24'x24"x46^ \,\\\\\\\\\\\\\\\�� FOOTING e AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, ILEVEL;USE MIN. I" e-RIM // // `// // // // // // // / 3 00 P51 GONG. /j////////////�// 3000 P51 BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILER5•USE 14" RIM BOARD. \ \\ \\� EXISTING \\ \\ \\ \\ \\ \\ \\ FOOTING.BARS \\�\\ \\ \\��\ I�t®RT" L XT I ®� ____________________ //\//\// EXTERIOR STAIR \//\//\//\//\//\//\% FROM PIER TO ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 1\A \\\\\� ear \\\\\\\\\\\\\/\\\�\� BE BENT 1N VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS 4 POSTS. SCALE: 1/4" = 1'-0" /\\j/ ///\///\\//\\//\// I�l T ® / SCALE: 1/4" = I'-o" SHEET 5 OF 5