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HomeMy WebLinkAbout46639-Z SITE PLAN HATCH KEY: ARM .dopvwmft� PROPOSED BUILDING ADDITIONjr AR hr PROPOSED ACCESSORY STRUCTURE r .b PROPOSED 2ND STORY .R M ; 0 a H FROJECJ S�OFE : FA5E 1�E� : 0 Q-QQ ,QQ PROJECT LOCATION & SCOPE �o INSTALL NSW J�IOOD Fi�AME DEGK AND i�Et�A�ILATATE EX15TINO , ZONING DATA DECK WITH NEN FOOT(NS S, DECK 50ARDS, AND RA I L I NS S / % ,\Q o LEGALIZE PREY I OUSL`1' FEi�M I TTED AS—BUILT ADDITION TO Sg=®Q� .CC GENERAL NOTES \ l'c w EX I STI NCS RES I DENCE. STRUCTURAL DESIGN CHARTS `�- � "+,o DEMO PLAN Z O FRE'\/I OUS FERM I T ISSUED ON 10/25/1 X8-7 Q�QQ�,QQ HOLDOWN, ANCHOR BOLT, }�. STRAPPING, & NAILING DETAILS =,J N PRo.IECT ! ZOtNINO t�ATA l FASTENING SCHEDULE �,/ Lo w TAX MAP # - ��-QQ�-,QQ FRAMING GRAPHICS o J O ZONING DISTRICT R-4o G BEAM CONNECTION PATTERNS LOT AREA - - I.I ACRES FIREBLOCKING DETAILS - I AS-BUILT FOUNDATION PLAN --- - - V CERTIFICATE OF OCCUPANCY 24314 ON 09/24/1971 �— ICI .®® W ' _T AN j ! AS-BUILT FIRST FLOOR PLAN �- WL L D5 DISTRICT N i — U V J DEG DISTRICT N I — Y . I . _ 1-AS-BUILT ROOF PLAN SPACE EXI5TINO PROPOSED \ �" BAF — �_MCNT AREA N/A III - - -- - - - --------- - - -- ----- >: '. FIRST FLOOR AREA 1,056 S.F. PROPOSED FOUNDATION PLAN rn - 837 S.F. PROPOSED DECK PLAN j SECOND FLOOR AREA N/A N/A -/ - ► _ III __ �j ��``�`'�. TOTAL BEDROOM COUNT 4 4v, - - - CONSTRUCTION DETAILS LOT GO\l_RAGE - - - - - - ooq`3 I % LOT A-20 1 .00 EXTERIOR ELEVATIONS DESCRIPTION (FOOTPRINT) AREA COVERAGE ! j I � i TOTAL LOT AREA 4'7,53'LO S.F. _ I I EX1571NO BUILDING .= -_2,145.0 S.F. = 4.590 - - - -� EXTERIOR ELEVATIONS.-- - - - - -- - - -- /'/ EXISTING DEG 12 ti I 202 .00 -� EXISTING DECK AND PORCH 1,309.0 S.F. I 2.890 '/- PROPOSED DECK PI 535.0 S.F. 1.19b TOTAL AREA OF ALL STRUCTURES 3989.0 S.F. "MAXIMUM LOT GOVERAOE ALLOWED - 2090 PLUMBING RISER DIAC�w=AMS OI - I PROPOSED DECK W 1 PROPOSED HOT UB EXISTING T REG2UIRED SETBAGKS MAIN BUILDING O I I EXISTING 0 HOUSE EXISTINGF- - / PROPOSED COMPLIES z 1 COPORGD -� COVERED REQUIRED EXIST. Lu g FRONT YARD P, � I I; i RON 1 A D 50.0 65.9 65.9 Y 0 1 O I, I / II I I 51DE YARD Z ' 15.0 18.5 18.5 Y -- -- - - - -ti • : .. I ./�/-/ I _ = _ -,Iii, -� � I I � I, /� -- - - ,I�,pa O 51.x' II �I --- - - -- BOTr•, SIDE YARDS 35.0 REAR YARD 50.0 202.0 189.9 Y - a J EXISTING / ASPHALT l/ PROJECT: DRIVEWAY OI -/' LANZOS RESIDENCE & DECD ADDITION 2470 ROCKY POINT ROAD EAST MARION, NY DRAWING G TITLE: ,.,yi:i ;$.'•'�'.'.,I: xF eta.. ;y: 'x' '�.,. �;:e:. .. i , PROJECT LOCATION ON & S �. COPE :.54;: �SY •j:+,e s,�, g� st a-. 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"b Y SITE LAYOUT NOTES: .�. ..x �'. y� 1 1 �,,,\.'\.a...�.e$ .f .3\,` c+ ¢ :a.e?a I. THIS 15 AN ARCHITECT'5 SITE PLAN $ IS ,,,. y� '. ,:a� x^,igm'+e,ea � . �,a,•,,<,.. ,> �: 01\ ;�€ �: ff .��.w .:-�=�::::; _.aeE. a,, ,: •'�£:�r " � PfM^' >n `\ \\`\•$'.S.a w,`+ �" `k:R °d t ;h':.,;".7.".,'C .=Nr'-°.i° ;xat:' f` \\`'`�c .�' `a.�:`:;i° .ay`, a y ,\ :,, ,4L Y+i.F'i?,•'`_.:''. :1 SUBJECT TO VERIFICATION BY A LICENSED ,' �' g a. ..,FS :<\�" :fie SURVEYOR. THE INFORMATION R \ `• .'t ���°'�a a�i•.��`. . �`\�',•.�.' y� .'?a' `:.. b' 'a:» �; !..Ml, '�P `�R� e y.z. ` e a Y .< ,` ,8 '^•AP'W' REPRESENTED ON THIS SITE PLAN 15 TO THE #, L ¢ \. ... 5 =t . € \ F ' �C\R�.:.\\ L.: '�•„"$ }'. �a...:i° WSJ^. .. z<'a�^.l'$`a+ � L"ini', �^ir.�,".:>t•.a.'';¢ ARGHITEGT 5 BEST OF KNOWLEDGE. \� •.� �. .,a ¢,n'a. .::� ,f �>�..'. PnovE r�. 3 .42. SUR Y INFORM TION WA .. .a+, e ;= ' <, ¢ ' ,.aaa { :-;',.{ �, :' . 1 (VE A S OBTAINED -M ,. dd :`. . :a...a >.,; H' @ R1°Yi�`a'¢\ b` ''� �"\ ?' . ,• ,* � F A " iF 9'Eea =d FROM A SURVEY D TED JULY 31 2020 AND � '.�; �� , .�. w` `;fit': „ :<x. :.E¢ '\� \�`: a\, .. .., h §:..�' 'S`r,• �.. ;.: �M',` rr'"& .+#n, PREPARED BY: GSA LAND SURVEYING $, ' e >¢\`\>a a� .a•"z: ''=s .,x?-..• e.a¢ <,i.3''a? ,§'x+t` �4 �,»,6 A 7: £� 1 rx' a� $¢ y k a (? .3; � K u Ilr. .a ' J 2021 off` �i " .axar\�as��a.:.a#r¢.<, �i.a\ �,�«w\. "�\.o �. .�;�.':€,a'a4` a�"P...R�:.:..`. � ; .ea..a.�n.aF �a..��':� _�.:�` .a<?,..__rmo-'�i^�:�,.�xa?4':: .„� .�;,,z:;:�«;>a;•�� LOCATION MAP �ur.Dr TGDr�r, `1 S I TE PLAN — Toy V`C,r r0 7 x T l) �... . SCALE: 1'-0” = 30'-0" SCALE: NT5 --- - - - . -= ­­_- -.- - - -- - -- - y� NOTES ¢ y�I I \/ C, I`TOTES i CjFECj�� �jAT�OI`lS CARPENTRY # WOOD FRAMING MATERIAL STANDARDS - FOUNDATION, ONGRi TE ANL?P!ASONRY ����� X I ��I O�✓ I � I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH 2 d BETTER (Fb = 8-15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS -O VERIFY ALL DIMEN51ONS OF EXISTING FOUNDATION AS IT - - -_ - -- - -- -- --- --- _ ----- - --- --- IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER - - - -� _-- ---__ - - - -- - --- - - - -- TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY Al TO THE Nf:W WORK t3Eii lb PERFORMED AND SHALL COORDINATE THE BD. III BOARD K I KIPS (1000 LBS) PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-GONTRACTO�a IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF __- __ _-_---_-____ ,_ _,__ _- _ _____ I� - - - ---- - l - - --- 5f'EGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK W 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND S-LGn_rlD FLOCR_� ARS TAKEN INTO ACCOUNT. MANU. SPEC.'S ��MANUFACTURER'S SPEGIFIGATIONS W 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR i - -,_ ---- - _ - - _- _- __-- ___- L -:-__- _-___ _-- -- -- - - - ___ BFE B 5 OOD LEV TON ; GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN05 TO BEAR ON f IRM, VIRGIN, UNDISTURBED 501L I BLDG. I BUILDING ,' MAX. ll MAXIMUM J GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT , -: -:_. _____-___ <_-j__--__- _--_-----_____ ______--__-__--_-__----------=,--J I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (U 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TON/50. FT., U.O.N. II Q APPLICABLE BUILDING DEPARTMENT. BM BEAM MEGH. MEGHANIGAL IS NECESSARY TO MATCH FLOOR HEI&HT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND TH15 PS FORMAT, AS I I, - _ -_ = JI - -- - --__I 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR OTHERWISE NOTED I11 _ _ 0 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTIN05 TO REST A M.N. OF 4'-0 BELOW GRADE, UNLE55 B.C. BOTTOM OF 11 MIN. it MINIMUM 1 - __ - ----_- ___ - -- --__ - -- - ___ -___ - _- O STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. _ - NAVD88 Ii NORTH AMERICAN VERTICAL DATUM OF 1x88 J ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. PREFABRICATED TION: A L I JOISTS STRUCTURAL OLUEPCOMAMIN LUMTED TI BER 5. WALLS TO BE POLPED CONCRETE OF SIZE SHOWN ON DRAWIN65 U.O.N. BOT. BOTTOM - - -- - -111' J_ TATE AND LOCAL GORES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL NYG BG NEW YORK CITY BUILDING CODE ll F- 3. ALL WORK SHALL CONFORM TO NATIONAL, S FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS II __-__ ._ _I=_= __-____ ____JI_-____._-.-_______-_---__--____-__--_____ ___- - RJLES SPECIFIED IN I.I THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST O.G. - I ON CENTER -111 i AND AUTHORITIES HAVING JURISDICTION. 82 - " - -- - - - - -I -- Ill 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY �,- - __ U.O.N. I.I. LNGBER: ALL V400D LUDINO END-JOINTED AND USED FOR EDGE GLUEDOLUMBER, SHALL BENO IDENTIFIED 1' FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. DBL. DOUBLE I OCG. I OGGUPANGY >_ = 11 ------------- _ -___ ___, _-_: __ --_, -_- _-__- -__ -___- - - = Z OF THE OWNER;/BUILDER l -I ARINO OFENIN05 FOR AM I 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3 /2 BE BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION A&ENGY 8. ALL BE POCKETS, UTILITIES, ETC. TO BE FILLED J I O 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION SHALL BE CLARIFIED WITH THE ARCHIT'EGT/EN6INEER BEFORE PROCEEDING _ _ _ - - - , -- - ---,.------------ =-"-_-_--- _ WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. I_=, - - -__ I _ ___ ,_ _ _ _ ___ WITH THE WORK. ORADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DIM. - I DIMEN510N -I[ -- GONG.- - POURED CONCRETE - - __II z 8. MIN. HEADER TO BE (2) 2 xl0 UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN510NIA OF THE GRADING AOENGY WHICH COMPLIES WITH THE D.J. DECK JOISTS IPL. Ii PLATE Q Q 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 _ _ __ __I _ _- -- _- _,- 1I-_ -_ ___ ___I, UNLESS APPROVED BY THE ARCHITECT/ENOINEER. DAYS OF 4,000 P S.I., U.O.N. F cc - - - �' - - - - -==I1 = __ -='I _ _ __ __ -- 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET IEA. EACH I PLYWD. PLYWOOD if I W BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 11, GONG. BLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH �I ELEVATION P.T. i PRESSURE TREATED ,J 7. CONTRACTOR. TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS � I-- ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYE,HYLENE VAPOR BARRIEP UNDER _ _ .____- _ ____ 11 ELEV. # ®LaDO1�lN DATA I Lai 7'r C,AL� NA L= I NO/5-fiRAF NO REOU I R 1�ENTS FOR FASTEN Iti =sc + uL ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEG.'s;MANUFACTURER O F L= I F T 1 SHEAR� $ LATERAL J/N4,I I V D R E S I S T A I V�E NOTE: THIS SCHEDULE DOES NOT INCLUDE NA I L I NO FOR METAL FRAM I NO STRAPS SUBSTITUTIONS MAY (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS BE MADE WHEN LOAD CAPACITIES ARE MATCHED !! W , AND ROUGH OPENING FRAMING REQUIREMENTS) i J "ALL 5TRAPPINO TO BE �/4"x 20 OAUGE** -- "SIMP5ON" EQUIVALENT - C520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERN15E USE I Od NAILS IF STRAPPI NO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 III Q DESCRIPTION -- - -__ - FASTENER SPEC. FASTENER - AND QUANTITY ----SPACING iI HOEDOWN 'A' HOEDOWN 'B' CONNECTION A - -- - - - - N -- - - - - -- -I�----- - PA - _j O ORD FOFOUNDATIONST - - - - --ROOF -4 CE I L I NO -FRAM I NO-- - - --- - --- - - --- -J' F- I.DIM's ARE ALL MIN.#s BASED ON USE OF ONLY A Ibd - --- --- ----------------- -- . --- --- -- -. - -- -_--_-_ _-- --- - -- __ --_--__--_ O COMMON MAIL Wo ENDWALL CORNER STUD ............- -- -- �~ AT RAFTER TO RIDGE 2 2.WOOD 15 ASSUMED OSE DP,#2 4 BTR. IN DRY USE RAFTER TO TOP PLATE (TOE-NAIL) ---- -- 1 - SEE PAGE 0-003 - -- PER RAFTER > . ENDWALL (3) 2x FULL (3) 2x FULL II HEIGHT STUD HEIGHT STUD ~" R.R. _ - ----- - -------- - -- ---- --- ---- - ------ CORNER STUD TRANSFER SHEAR ' , CONNECTION: 2 3�SHOUED THE WOOD IN USE PRESENT A SPLIT POTENTIAL CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-005 PER JOIST O CONNECTED TO i t TRANSFER SHEAR " - (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL 51MPSON" HDQB • • • • GEILINS JOIST TO PARALLEL RAFTER (FACE-NAIL) !'I SEE PAGE 5-005 EACH LAP 1 FOR STRAP - 3 8 d COMMON e e e e �n HOLES,SET NEN MEMBER. 2-I6d COMMON LOCATIONS NOTED 2-Ibd COMMON ? NAILS @ EA. END OF STRAP. • • • -_- -- _-__------__ — - - Z ON PLANS r -- - --- - NAILS ® 6" O.G. 4 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLONED CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) Q-16d COMMON EACH LAP Q Q NAILS ® 6' O.G. 4 ... �` • • - - ' 10" O.G. IF BLOCKED `'•• I CORNER POST - - - - - ----I 10,10.0 IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITf f ?� 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAIL5(TO -- r G.J. G.TIES TIGHTLY BOND THE END OF THE NAIL TO A 90" ANGLE,SEE - -- LJJ ...................� ROOF SPANS USEB d GOMMONR'A TER, ry GRAPHIC DELON COLLAR TIE TORAFTER (FACE-NAIL) SEE PAGE G-003 PER TIE J HOEDOWN ANCHOR ® - -- - -- - -- - -- - - - - - - - J OO LS "SIMPSON" HDQB EA. END OF STRAP FOR ROOF GR 4-I. BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END ROOF 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE �� > I O LOCATIONS NOTED SLOPES OF 5:12 AND GREATER. ------- - ----- ---------------- --- -- ----- ON PLANS I Z II RIM BOARD TO RAFTER (END-NAIL) III 2-Ibd COMMON ! EACH END C) CONNECTION BI a B2 - - - - - -- - - - - l Z > d• r AT RAFTER TO TOP PLATE TO STUD LL HOLDOWN INSTALLATION OPTIONS: CONNECTION: _---=�_-- ------I - ----- -- -- - „ _i � II � J N 1 FOR STRAP B d COMMON NAILS ® ."��~ TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON I ! PER FOOT LL! FOR NEW P. GONG. FOUND.'s ••.,.-. 82 :I LOW %-I HOLDOWN CA57 IN PLACE w/l/8"� THREADED ROD "'" / `, !I - - - - I _ LO " WHEN IN TOWN OF ISLIP OR NAILING f TOP PLATES A7 INTERSECTIONS (PAGE-NAIL) — 4-I6d COMMON - JOISTS - EA. SIDE O Q i EA. END OF STRAP: • • FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s ,."......ti • • s� ( ! v"I J O NOTE*5 GEOMETRY EXCEEDS THAT PERMITTED IN -_-- -1/8"Q THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO t OVE U71LIZE ! 2-Ibd COMMON 24 O.G. ADHESIVE), 4 FOCONCRETE H/ IR TEMP.'S OT F40 F USEN S MP50OTH °Nx AT f ,'' I 511MPSONi #1 H2A (OR EQU RAFTER TIE ../ STUD TO STUD (PAGE-NAIL)- al I LL! { • . 1 `'~ • HEADER TO HEADER (FACE-NAIL) Ibd COMMON I6 O.G. ALONG EDGES! I I (HIGH STRENGTH AGRYLIG ADHESIVE) I t , - .....•..••..•.•.•�•� •....• TOP or BOTTOM PLATE TO STUD (END-NAIL) _ - I! --2-I6d COMMON 1 LINO FILL TOP 2 COUR5E5 SOLID 4 CAST IN PLACE HOLDOWN .••.... - — - - — - • 7R J TO R R - q I6 d COMMON NAILS - PER STUD - - 0 Co NEcr o d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST BAND JOIST j FOR EXIST. /NEW G.M.U. (GONG. BLOCK) M14 i � w/ 1/8'm THREADED ROD • REQUIREMENTS FOR - _ - - _ 2-I6d 2 APPLICABLE)E) Y I6 COMMON PER FOOT — V RAISED c.LI (WHEN __ _d COMMON NAILS AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (PAGE-NAIL) -- -- - - i� . •••••• FOR FA. PLATE TO STUD ABOVE 4 OR BELOW - - --- V J HC)LDOWN IG HO1-DOWN 'D FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAK NO FOR NEW 4 EXIST. ----- ---- ""` JOIST TO SILL, TOP PLATE or GIRDER (TO}_--NAIL); 4-8d COMMON - I', ✓� • � i PER JOIST FOUNDATIONS FOR NEWLY POURED CONNECTION GI � G2 • -----_- --. - _ - - --- - --- ' - --_ -, - -- FOUNDATION ® ONE STORY ONLY (5) 2x FULL_ ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END ?" HEIGHT STUD BLOCKING TO JOIST TOE-NAIL - -------- -- - -- - Y} ( ) 1 CORNER STUD CONNECTED TO {'' TRANSFER SHEAR SIMPSON" HDQB J+;• !, 2-8d COMMON EACH END . —••F AT STUD TO FLOOR ASSEMBLY ! BLOGKI1�iG To SILL or i — ---------- -------�' ~\aV (3) 2x FULL �f...-.......- C2 ,._......................-+F ° TO STUD CONNECTION: 3-I6d COMMON I- --- - -- - - --� HEIGHT STUD .•'- • ; ° - ----- ---- HOEDOWN ANCHOR ® 2-I6d COMMON .• 3 --- -- - - f r EACH BLOCK ` LOCATIONS NOTED NAILS ® b' O.G. 4 III TOP PLATE (TOE-NAIL) ( ON PLANS 10 O.G. IF BLOCKED /-CORNER POST G;I ::::..... FOR STRAP - 3 8 d - - --- 1 - - - - r --- ----------- 1 - - - -- -- -- ( EACH JOIST f y ° COMMON JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-I6d COMMON - - -- --- 1 NAILS ® EA. END OF STRAP FOR EA. PLATE TO STUD ABOVE 4 OR -- 1-.----------__.__--T ° I ( ) 3 8d COMMON PER JOIST l { . I i I 111111 NAILS ® b o.l ° BELOW - 2 16 d COMMON NAILS - -- - -----_;I MON BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST -. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL- - ------ - - --- -- - - -- -- 1 _.._....__._..... ) i I 2-I6d COMMON -- PER FOOT j 4 •-••• ROOF H ATHINO II ! S E I - 8d COMMON ------ - -- -- -- - INTERIOR ZONE - -- --- - _ 1 'I STRUCTURAL PANELS: 6" EDGE / 12" FIELD "SIMPSON" 5THD14RJ CONNECTION DI D2 BOSOLD INC PERIMETER EDGE ZONE s ! 6" F-17)ISE /6" FIELD 8d COMMON HOEDOWN INSTALLATION OPTIONS_ I ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. .... .................. • UP TO 9" RAKE OVERHANS_ FOR NEW P. GONG. FOUND.'s i _ I HOLDOWN CAST IN PLACE w/•7/8 O THREADED ROD - { AT STUD TO FLOOR ASSEMBLY TO SI LL '+ GE I L I NO SHEATH I NO FOR EXIST. P. GONG. OR NEVILY GURRED FOUND.'s - _ - -- _____ ------------- - �F PLA7E(5) GONNEGTION: -D2...... ./ A ----- - ----' CON THREADED ROD (" ET (H16 ED) EMBEDDED 12 INTO i Fa - � Sd COOLERS --' -1" EDGE / 10" FIELD CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY z7 I/2 MIN. --- -- (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER , /t ° • FOD OF STRAP 3 8 d COMMON NAILS ® EA. s GYPSUM WALLBO RD - _ - -_ ADHESIVE), 4 FOR TEMP,s O F-40 F USE 51MPSON AT f5TRAP ! (WRAP STRAP UNDER SILL II FOR EXIST. /NEW G.M.U. (GOl 10. BLOCK) TYP. FOUND. NOTE - SPECIFIED ON D I WALL SHEATH I NO FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN ' FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/V8"O THREADED ROD d COMMON NAILS I STRUCTURAL PANELS - --- --- -- - - 6" EDGE / 12" FIELD ! 8d COMMON J r { ALTERNATE CONFIGURATION - ABOVE STUD TO 5d COOLERS 7" EDGE / 10" FIELD II ' SIMPSON (OR ...._........._. GYPSUM WALLBOARD -= -._---__-- - — __ _ _-__ =- MISCELLANEOUS FRAMING ORAPHICS CONTINUOUS BUILT-UF C IRDERS 3 OR MORE SUPPORTS a (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A ' F I REBL�OCX I` 0 FOR I LATFORM HOOD FRAM� I�O WORKING I<NOWLEDCE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK GONNECTION PATTERN SCHEDULE IIQ AssEM✓LY REQUIREMENTS: (FOR ENOINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. 5PEC.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6LLJ CONNECTIONW e 1/4 OFA WHEN GIRDRS MADE UP OF JOISTS NAILED DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J BLOCKINO UNDER LOAD BEARINO WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE SERVES II MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. Q NON-LOAD BEARING NALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS m 12"O.G. P THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST SUBFLOOR STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPING. STUDS B (5)ROWS IOd NAILS m 12' O.C. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE I O (2)ROW5 1/2" m BOLTS m 12"O.G.STA66ERED; ! JOINTED ON THE SAME SIDE OF THE SUPPORT. „ III III 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE —� 5UBFLOOR 1 G TWO-PIECE j J DBL.m ENDS PLATE SERVE AS FIRESTOPPING. SOLE PLATE BUILT UP GIRDER P MAX.52" NAILING: D (2)ROWS 1/2" A BOLTS m 16"O.G. TWD-PIE(,E GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE - ! (2)Rows I/2° m SOUS m 24"o.c. EACH PIECE, OTHERS STAGGERED WITH A DISTANCE JOIST SERVES AS FIRESTOPPING. O E SIDE WITH IOd NAILS, TWO NEAR EACH END OF BETWEEN 1/6 ! 5 5. FIRE5TOPPING SHALL BE 2 INGHE5 OF WOOD BLOCKING a (2)ROW5 3-5/8"TRUr'SLOGK SGREw5 m 12"O.G. ;II 3 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL 11, OR OF NONCOM-BUSTIBLE FILL. F SCREWED ON(U SIDE of MEMBER LINE; OR GIRDERS ARS TO BE NAILED FROM EACH b. FOR PLATFORM FRAME GON5TRUGTION: THE SOLE O BGREWED ON ,"SIDE SL MEMBER WS m Ib°O.C. 5IDE w/ !Od NAILS, TWO NEAR EACH END OF EACH I -1 - 8 I z GOF JOIST, OTHERS HERS STAGGERED w/ A DISTANCE OF 32 II - I AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = (2)ROWS 3-3/8"TRUssLocK scREws m 24 O.G. BETWEEN 1lAIL5 IN A HORIZONTAL LINE. - - JOISTS SERVE AS FIRE5TOPPIN5.JOIST SCREWED ON(I)SIDE OF MEMBER P MAXIMUM OFFSET (2)ROw5 5"TRU55LOOK SCREWS m 12"O.G. THREE-PIECE I , 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q Q SCREWED ON BOTH SIDE OF MEMBER INCHES OF WOOD BLOCKING PLACED BETWEEN JOI5T5 JOIST DEPTH, d (2)Rows 5' TRUSSLOGK SCREWS m Ib"o.c. BUILT UP GIRDER MAX..52_ THREE ON EA. 511DEEw/ TWO NEAR EA ERS ARE TO BE IND OF EA.LED v41 4 „ I: t SERVE A5 FIRE5TOPPING. J _ W UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE of MEMBER P PIECE, INCLUDING INTCRMIDIATE JOINTS, AND w/ THE !I a FIRESTOPPING AND K --`� 3 J MATCHED SIZE OF BLOCKING PARTITIONS ® 52' O.G. BLOCKING OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 6 S. THE HEADER SERVES AS FIRE-STOPPING. .J L (scR�WED ON BOTHSIDEDE OF MEMBER O.C. BE/4 OF I/6 THAN 52 BE NAILS IN A HORIZONTAL LINE. n il' 0 ���.✓✓✓ _ STUD I;t ,! 00 DOUBLE PLATE - q 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL O 'Cb' II Ill --- i 10 BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO z 0 O GE I L I NO BRAG I NO NOTE: P FOUR-PIECE CIDERS ARE TO BE A55EMLED AS �I 5TRINSER TO SERVE AS FIRESTOPPIN5. J r-I CANTI LEVERED FLOOR I.BEAMS b HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED OABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. II 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 3 CONNECTION PATTERN B'WHEN Io"OR LARGERP FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH Q Z 5'fUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: APPROXIMATELY I-INCH DEPTH OF NONGOME�JSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P 2 11 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH J N GIRDERS ARE TO BE SECURELY ANCHORED TO i FIRE5TOPPING SHALL NOT BE REOUIRED WHEN THE BOTTOM OF LL' W (D 5UBFLOOR -50LE PLATE 2"x4"CONTINUOUS 'SABLE END MASONRY PIERS NAILED TO WOOD POSTS OR ���....J// LATERAL BRACE m b'O.G. TRUSS THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE CEILING ID t"I BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE Imo" LO JOIST 2) 10d NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED O Q G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL r I J O /�' I G I I f� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON I `lA I L I I `lO fATTERI `lJ FOR SID LOADED SEAMS (I,o . FLUSH I 5EAMS> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W 10)8d -LOCATIONS T O 5 REQ RUG I STOPPI S- AS FIRESTOPPING. NAILS --- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN& = . -- - STOPPING FIRE- F— STOPPIN6 FIRE- FIRE- SOLE U FASTENING RECOMMENDATIONS FOR SIDE-LOADED, sroPPIN6 STOPPING W MULTIPLE-PIECE MEMBERS F_- JOIST * 5d COOLER NAILS® 10" O.G. NAILED ill BOLTED' = J LOCKING 2"x4" BLOCK NAILED TO EA. BRACE 2 ROW5 16d 5 Rows 16d 2 Rows K" 2 ROWS)v 2 RoWs�" /1 N/(4) IOd NAILS COMMON COMMON 60L' 24" BOLTS BOLTS VERTICAL U J • e COVERINO 15 APPLIED c��D 2090.5 TRAP O 12"O.G. m 12"O.G. o.c.5rae RED'S O 12"O.G. 0 6"O.G. FI TO UND RSIIN6 WHEN - GYPSUM BOARD -- - TWO ROWS 12"O.G. THREE ROWS 12' O.C. JOISTS DOUBLE PLATE � TO UNDERSIDE OF 5d COOLER NAILS m lo" o.c. (10) Sd NAILS BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY NOTE: EL STUD5 AS NOTED IN NOTES '7 $ 8 5 NONCOMBUSTIBLE NDWAL DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPINS ALTERNATE \\ LOCATION VER STUDS, UNLESS TOP PLATE 15 4" m EDGE/12"m FIELD FULLY BLOCKED 50LE iROf GIRDER -- I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 WOOD FE5TOPPIN6 . DESIGNED TO CARRY THE LOAD SGREw5#6 - ll$"TYPE w OR 5 ESRESTOPPINS LOCATION 5 LOCATION & 2.BOLT HOLM ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO W .. O ROS 24"O.C.O.G. TA66E?•2ED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL \ / THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O Y E RL A I D ROOF 5.STA55ER EACH ROW OF FASTENERS BY 12". 2"SPACE NOT ATTACHMENT © VALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. ----- TO BE FILLED NONCOMBUSTIBLE PIRE5TOPPIN5 APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 BOT}f SIDE OF THE MEMBER. , 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"O.G.NAIL 5PAGIN6. LOCATION STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ T.2 ROWS OF 16d COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LE55 FIRESTOPPINS 4 8d NAILS LOCATION 8 LOCATION of m EA.END m R.R. 6.5 ROWS OF Ibd COMMON NAILS(12"O.Gj FOR DEPTHS OF 14",16"< 16". FULL WIDTH 2"x _ LOCATION 10 2'k BLOCKIN N DETAILS Vel ND LOAD PATH GONNECTI ON DETAILS DRILL 2"(P TOP PLATE DECK FOR IROOF STTRAMN0 INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEW ! NEW R.R.5ET w/1 R.R.BELOW UPPER TOP PLATE LAPSIOd ONTINUOUS LONER TOE NAIL NOTED CONT.5LOGKIN6 TOP PLATE 4 SPIKED TO R.R.'s I , II I ALIGN NEW d EX. R.R.AS SHOWN K I NO STUD --._-- PLAN VIEW NOTE: SIMILAR m 'SHED' HOOD JOIST HOOD JO I S ROOF,R.R. IN LINE - - BLOCK I NO JOIST HANGER HEADER - z GENERAL REGI REMENTS FOR GENERAL REQU I REMENTS FOR W INSTALLATION OF G L I NCHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADER JACK STUDS u 0 HOOD GIRDER ------ — ---- -- - : : -- — — 1 - --- - - --- -- GOD JOIST > MAIN MEMBER W i JOIST FRAM I NO OVER WOOD OI RDER JO 1ST FRAM I NO FLUSH N I TH O I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: `--DIAM.X 5 APPROX. 30° w/ THE MAIN MEMBER d STARTED APPROX. Y3 THE LENGTH OF THE NAIL FROM THE MEMBER END, LA IW ZOS RESIDENCE I. NAILS SHALL BE DRIVEN Pf'RPENDIGULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'5 AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST DECK ADDITION SIX TIMES THE DIAM. OF THE NAIL RAFTER -­­­­­__- 5. AFTER -_-_.-_-.-_-- _ --3. TO AVOID 5PLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAIL5 BOTTOM PLATE BOTTOM PLATE 2470 ROCKY POINT ROAD IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST _ TOP PLATE EAST MARION, NY GHIM. CHASE SEGURINO © STD. SIDE NALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE -.1015T FOR NON-BEARI NO HALLS ALTERNATIVE RAFTER TO WALL STUD GONNECTI ON N/STUDS TO ATTIC FLOOR b BLK'G TO R/L SIDES w/STRAPPING TO R/L SIDES) � I u PAGE: TOP PLATE ® O Q I I I ID I T T ONSTRU�T ON CONNECTORS i i GHIM. CHASE WALL �z Q v CONNECT ION i_OG,�TI ON: PART NUMBER: NOTES: ■ 3►° � RI DGE- I O-RAFTERS ! G520 © 21 " APPLY TO EACH PAIR OF RAFTERS Q 4 ® RAFTER-TO-NALL H-i APPLY TO EACH RAFTER DATE: 06/02/21 4 OF 11 ROOF o o a RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER z TO ALIGN Cw STRAPPING4 � PLAZ"E-TO-NALL STUD G520 © 18 APPLY TO EACH NALL STUD J— Lu ® EA. LEVEL ABOVE uI N - II Qz 0 THE FIRST FL. ® z �K 2ND. FLOOR NALL-TO-IST. FLOOR NALL LFTA or C520 @ 56 APPLY TO EACH NALL STUD tu --- - - FLOOR/GLS. ® HEADER-TO-JACK STUD C520 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD I ' SHEAR WALL HOLDDONN ANCHOR SSTB16 APPLY TO EACH 51DENALL END i I IST. FLOOR PLATE G520 WRAP UNDER DOUBLE SILL PLATE SIDE V I Elul PLAN V I Elul (USE NI TH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 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Z d' ! /,f r,/'• !,, rrr/ r`r.• r• rFFi /r ,r' f,/ I / //' /r''f,✓' r,•`` / r`fr�,,.� IQ J ' ,/ r " rfr` r' ,/ LL' N r, LL EX15TINO COVERED PORCH ' r rr// rFj 3 F/S W (D NOT PART OF THIS r/ r r., s LA w FILING r r,,/ / d = 1` Ln '" / / ! �. r ,,rf r r,/` r%` rr r' r•r ,r/' / r � �D ! ,/`` r•` fr ,! fr' r! f' i O fr f` .rr•`. °r°" r r ''" r' r' rte' ,/ t'-1 _j O X f W rr,'` ,r ! /`' /'` .r" � EXIST. � /'/ !/ /r! ! ! rr` r`! N BEDROOM �V W EXIST. 3.5" STEEL COLUMN lu fr` r ON 24" x :24" X 12" — ! CONCRETE FOOTING (rrPJ INSP. PASSED 10/30/1987 � rri r'"` rr' / r 1— -l-r., f r,rrf'rf rr` rr` r r 'fr1�r"'` r` /.r'f< ' ' rr r rr rr f' r,`' rrf, /' •' f/' ,rr,rr // V W EXIST. 2"x10" 61RDER EXIST. (3 2"x1O" GIRDER rf• '' " i'' r`.• ff` r. I ' r,.' r' r ,a' r /" 'r 'G' EX. 5M = d EXIST. ! EXIST. a FOUNDATION WALL UPON A55UMED '! r " r` r/ f✓' u !` rf r EXIST. -N i s Ib"x8" CONT. FOOTING ! r INSP. PASSED 10/30/Iqa-( f'3 � /" GL. ry S tu r" .3rrff,, r /! 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GL. =ry N .f ` 8'-0" 8-0 //� FILING r' ,rr ,' !r � r' ./ .``" !'• r' ,rr 'r r' --- - - ', j rf' r,,s' ,,' rr' r/ !.r /f r=' ,✓ s - --- ----- - - ' r f` i f� / / / '/ �•. j ,rr, rrrf I � /f r,,• r•'' �, � r, � �" / I� dJ `/ '/ rf •°'" /' / / r'' '° �9 X O ,r'f ff'f+ "rr,, r'/ / ' j r/' rrf ,r °,r, � N = , ' r' r f/ r`' , fr''} f ' `rf• I I-. ' i rf J CATHEDRAL CEILINGS - i rf''•f fr//' `'i!rr ' `! r• f '` `/f s'fr`!i/ fl r,.. If X ® '..^' ,` r rff,' rrrr.,,•`�rr. !'r/ !` W/R-19 BATT. INS. N _� Ul 'r' rr! i % ,r'F r ! fr / I X f� rr f` r/ to r rrf rr. / r' f f3 ,^r' r/ r`"rr r!f ``r/FF•'r I •r` ,,r'rf, f r� /9 r rf° rf `� � � i j r�' ,f r'" f r' / / r' f"` r i f� i /r,. ,! ,,• '" f/' ` / r/ rrr rj ,,/°f rr 'r ,/"� ,/� ,r` -- i `f,'r ffrl,r'r' •rrr rrr' r/ s✓ / /'f rf''r r ' r' r'',,✓ , r,// ,r// '' / r / r°-/ rf'`.r r/ /` I � EXI5T13 2"x10" GIRD_R. EXIST. (3 2'x10" GIRDER - r` f r/ /' rf' rr f r• O r�f ' yr' !` r'r /t EXIST. GREAT f r'r !• r�/ ,r'r j ROOM / r,/ /" frr r / d f "r`f /'� - ' , I � / ',,/£`f r''°,,••".r /,• rr — I 'r. ;/ '' ,f`' I',, III ` / °'°" ✓ r• '`r."''r !` r,---rr±- '`r/-'�f /__ .a'`` ,✓r'` IL Vdf3 'S z Z Lu OTE: cV O (� v V Q =i 6 N ALL ASSUMED FOOTINGS N ® 0 O i m -O - -- 1 --- --— --- ---- T REFLECT THE DRAWINGS SUBMITTED X - � N nl O APPROVED BUILDING PERMIT dl r BY PENNY LUMBER FOR THE 10/23/1987 �; 4 X 0 -- ----� --- - - - - N X, - Ul 30'-II" 17— W X di - Lj f - 5 EXIST. (3) 058 05MT EXIST. 6015 SLIDER. EXIST. (3) 058 GSMT Ioy2 8'-4" 8'-5" a'-Ioy2" PROJECT: (4) RI ® (3) T LANZOS RESIDENCE cn t 6.5" EXIST. EXIST.It 6.5" I I I (3) Tr ® DOWN DOWN(2) Tr I t 12" -- - --- - - -- - , DECK ADDIT'I0N O 0 773-2"x8" GIRDER EXIST. v i p N= COVERED --- ----- --- - -- - - - - N ® ASSUMED FOOTING ° ry ® PORCH 2470 ROCKY POINT ROAD X W/ 4" x 4" POST (TYPICAL) - lu CONTRACTOR MUST VERIFY x o o N EAST MARION NY IN FIELD AND CONTACT ARCHITECT N`fl X N s FOR CERTIFICATIONlu W ' I � EXIST. 36" RA'LINo DRAWING TITLE: (3) 2"x8" GIRDER (3) 2"x8" GIRDER (3) 2"x8" GIRDER (3) 2"x8" GIRDER (3) 2"x8" GIRDER V.I.F. (3) 2"xa" OIRDER V.I.F. (3) 2"x8" GIRDER W.F. AS-BUILT FOUNDATION PLAN AS-BUILT FIRST FLOOR PLAN - U o o o o PAGE: O N N O EXIST. WOOD N ® N ® =N DECK =Nopw 9 IL u A, M Lu w s A—.L s — – – – – – R – – 3 "Xa" GIRD R – DATE: 06/02/21 5 OF 11 (3) 2"x8" GIRDER (3) 2"x8" GIRDER (3) 2"x8" G RDE O 2 E 0 w° N — +i N �r • V-4Y2 6'-4y2" 6'-4y2" f ' AS-BUILT FOUN17r�T1 ON PLAN AS-SU I LT FIRST FLOOR PLAN = ---� O S.F H�AE31 TAE3LE Sf=A(f E; 80C S.F. O ROSS AREA SCALE: I/4.. I'-O" a5 , S.F HA51 TA5LE Si�AGE; 85-7 S.E. O ROSS AREA 5GALE: 1/4" = 1'-0" a 0E I `1E AL= S I �50L <E*Nr : : EXISTING TO BE DEMOL15HEp NEW PARTIAL HEIGHT ^' Q WOOD FRAME (L.G. 5TL. W I EXISTING TO REMAIN WHEN APPLICABLE) NEW FOUNDATION WALL _ a NEW WOOD FRAME (L.G. SEL. WHEN APPLICABLE) ;I O MIN. 2 2x4 STRUCTURAL NEW I-HR FIRE RATED ( ) WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J J POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. Q. WHEN APPLICABLE) --- Z O H Z Q Q Lu J —I 00 > d' O tr Z XO„{ Cfl Q ct LO EX15T. Vxb" R.R. EX15T. Vxb" R.R. LLj Lu tu EXISTING ROOF ��. NOT PART OF THIS,"" FILING EX15T. 2"x8" RIDGE ZASPHALT ROOF F A,ry Lli X - I I 1 H I ElI , x U' J w z a O U —Y I n � J ® I b" ® I b" O.G. -...-- ---{ }�--- ----- - --- - - EXIST. 2 xb" R.R. EXIST. 2'xb R.R. W x O.G. X " Lu �' Q W -- O W PROJECT: - - - - LANZOS RESIDENCE & DECK ADDITION 2470 ROCKY POINT ROAD o EAST MARION, NY / EPDM MEMBRANE � ROOF ® DRAWING TITLE: X w AS-BUILT ROOF PLAN PAGE: E IN DATE: 06/02/21 6 OF 11 r" 1 r AS-BU I LT ROOF FLAN 1 50ALE: 1/4" = I'-O" y 0EI `FERAL 5 I �50L <E *I : n. Q NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. LWLI EX15TINO TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G- NEW FOUNDATION WALL STL. WHEN APPLICABLE:) NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" 5TRUCTURAL WOOD FRAME (L.G. 5TL.. POST FOR 4" WALLS -� WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALL5), U.O.N. P: ' NEW 2-HR FIRE RATED 0 WOOD FRAME (L.G. 5TL.. CIL WHEN APPL I GABLE) Z O Z H Z FOUNDATION FLAN NOTES Q a O FOUND d POSTS FOR WD. DECK: FLOOR PLAN NOTES WD. P.T. P05T t P. GONG. PIER UPON FOOTING AS PER00 J DECK DETAIL (TYP) I STAIR $ RAILING NOTE: > > � O O I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI Z FOR WOOD STAIRS a GRADE: 8 MIN. 10" Tr - RI5ER5 SHALL BE CLOSEDO ..J T-I 2 4" THK. P. GONG. PAD b" WIDE x REO'D LENGTH UPON 2. 42" HIGH GUARDRAIL d SPINDLE 5PAGING 6" GRAVEL UNDER 2"x12" P.T. STAIR 5TRINGERS ® NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; Z MAX. Ib" O.G., U.O.N. (MIN. 3 STRINOER5) 36" HIGH HANDRAIL $ SPINDLE 5PAGING NOT TO ALLOW PASSAGE OF A TYPICAL LEDGER B 3. 6 BOARD a EXT. DECK: Q c- RIPPABLE RAIL AS PER GOO SPHERE Z REE � J O3 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/ (2) 5/b" x 5" LONG H.D. GAL. LAG BOLTS WOOD FRAME STAIR: Lo w TA W TA O ® I6" O.G. IA I. SEE NOTE ABOVE FOR STAIR 6 RAILING INFO. 3. INSTALL H.D. GALV. JOIST'HANGERS BY 'SIMPSON' (OR 2.RAILINGS SHALL BE WOOD OR PVC. EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d BENT OVER TOP EDGE OF LEDGER BD. W 5. SEE NOTED DETAIL NEW 6" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. O4 REINFORCEMENT UPON 4" GOMPAGTED CRUSHED STONE V W F— U U J Q EXIST. HOUSE EXIST. HOUSE --- - - F/-ID-- - - - - - - - - - - - ---�' EXIST. (3)2055 G5MT EXIST. 6065 SLIDER. EXIST. (3)2055 05MT +'b 7r 5" NEW DOWN i NEW.t 6.55. ^, 3 2 I — 2) - DOWN'�(2) Tr 0 t 12i' IA m !_ t 12' I A 1 ------------------- O d) li N® EW P.T. (2) 2"xa" GIRDERS— NEW P.T. EXIST. ! cV= (2) 2"xa" GIRDER COVERED PORCH j i z � o i PROVIDE ,ul ALIGN POSTS H2.5 CONNECTOR 1- KTH COLUMN FROM ABOVE DECK J015T I— TO 61RDER (TYP) z EXIST. (2) 2"x5" GIRDER - —NEW P.T. (2) 2"x5" GIRDER NEW7 P.T. (2) 2"xa" GIRDER I I NEW P.T. (2) 2"x5" GIRDER NEW P.T. (2)777" GIRDER®— NEW P.T. (2) 2"x5" 61RDER N N i ; i 10'-V2" 10'-2" A-104 dJ 'p I I ' dJ U 0 xo NO EXIST. WOOD Q ® ® DECK ' Lu EDOE OF Z I Z j ��—NEW P.T. (2) 2"x5" GIRDER NEW P.T. (2) 2"x5" GIRDER NEW P.T. (2) 2"xa" GIRDER NEW P.T. (2) 2"xa" 61RDER�— NEW P.T. EX 5TIN6 DECK O (2) 2"xa" GIRDER 1 U w ttO - - - .p O RI a 63" NEN (3) ® DOWN-__...._.. __.._-----..... Lii __...._.._.__.__.._. O O __..._...-_._._......_...___ __._.._ __..._...... ___..____.._...._........_._....... ................_..._...___ ____..................__._...__. - _ .....____._._.._._._.. .._...... ...___......_.._...__..__...._.__. i ® IL ® _.......Y_..,, ......_........................._........__....._........._......___.._...._.__.... __._.......__....__._.__.__..._...._...._....._._. ____... _ ___ ._._ _ ._.___ .____.______.._.....__._._...._...__...__ ._. _.__.__ __ .._ _ __ _ ___.___ __.__...... __..____ .._ mm -��NEN P.T. (2) 2x8 GIRDER_® , K 3 IA Z Z NEW P.T. (2) 2"x5" GIRDER NEW P.T. (2) 2"xa" GIRDER NEW P.T. (2) 2"x5 GIRDER NEW P.T. - (2) 2"xa" GIRDERtt NEW ___.._.. _------ _._................_......... ._....._......._....._...____......_......_..._....._.._......_.....____._._._.._......_..____._.______..__.._. ._._ „=_ _._ ._. _ ___ ! __....___._.WOOD DECK__.__. .. ..Y.__ ___.__....__..._..._..___• _._.._.---------.__.___._._ ® RESIDENCE ,.._..........._.__.__.__-___........_......_....____....................._.._____....___._....____.._._..___._______..______.._NEW 5/4° X'b"D.B._.__.__...___...._.._.._..._.._._....._.___...._...__....._.......__.____w..___._...._.__....._._._..._._._._ �c DECD( ADDITION °J SLAB FOR HOT TUB • � • .o � HOT TUB ___..._..____,a._, ! _ _ r _.___.._._.. __.......__. _. ___..___ .. -m _._._.____._._.___.__._._._...-__ 4 Q ® Q ® __ _ _ ._....___. __......____ _.._........._.__.._.__ .__....____.._ .____._.__......._....._._...____...._... ............_.._........__......._._._.__...__.._..._.___...__.._...___.__.___...._..__.____. __ _ � _.. __ A-104 WW ----------—- -- - -- -- - ..............__.._.._____ NEW P.T. (2) 2x8" GIRDER NEW P.T. (2) 2"x5" 61RDER NEW P.T. (2) 2"xa11 GIRDER NEW P.T. (2) 2"x8 - _ ______ _._ __.�3._____ __ _____..____..__..__._.__._.._._...__._._..._..___._... _____.__.____� - _ ._ _ ___.____ ._. K __ _. li 2470 ROCKY POINT ROAD GIRDERz OB. z Off.__-___. _ ! - - - -- - -- - EAST MARION, NY 4 I -ea " - --- DRAWING TITLE: , a'-sy2" lo'-�Y2" l0'-2" 6'-1jY2" 6'-8" IA IA PROPOSED FOUNDATION PLAN v 2 m Q 2 PROPOSED DECK PLAN PAGE: A-10imoo DATE: 06/02/21 7 OF 11 555 5. =. GROSS AREA SCALE: 1/4" = 1'-0" 555 S.F. OROSS AREA SCALE: 1/4" = 1'-O" 0ENEF,,AL S I �50L <E'*,r :: (L Q NEW PARTIAL HEIGHT ~I EXISTING TO BE DEMOLISHED Lu FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL _ Q STL. WHEN APPLICABLE:) i O NEW I-HR FIRE RATED ❑ MIN. (2) 2x4 STRUCTURAL OOD FRAME (L.G. STL.. POST FOR 4" WALLS _J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J W POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED 0 O WOOD FRAME (L.G. STL.. a WHEN APPLICABLE) Z O H Z Q � o � J J 00 .zw z � 0 .aY rii O Z N . Z >: 4 w Q Z r-I 0 Ii W cfl v) EXIST. EXTERIOR )-- L- MIN. 4" BETWEEN EDGES OF m r-I Q O I-i/2" SQUARE BALUSTER r,-- _ u) SHEATH I NG (STYLE TO SELECT) J O I EXIST. 51 D I NG MATERIAL SIMP50N H2.5A RAFTER LV TIE (OR EQUAL) 1 ' li " b" P.T. BUILDING PAPER � HOUSE WRAP 5/4 x .T. (� TO FULLY OVERLAP FLASHING BOARDS w I ' EXIST. STUD WALL II' U J OAP FOR li' DRA I NAGEJ 5/4 x6 COMPOSITE I (2) 1/2"0 HOT DIPPED GALV. Q DECKING (U.O.N. ON PLAN/ BOLTS ® EA. POST w/ OVERSIZED �� P.T. D.J. AS = Z —WASHERS $ END NUT PREBORED Z FLASH I NO PER PLAN N– INTO BEAM, POST, DECK TIE a€ SECTION/DETAILS) � �.� iH RIM BOARD A55EMBELY = z P.T. BEAM AS NOTED �'•$- N SOLID BLOCK ® 12' O.G. (2) 5IMP50N DJT14Z (1) 1/2"4) H.D. GALV. THRU ' a •���FLASHINO DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER NUT • DRI P EDGE P.T. DECK JOIST EA POST P05TD g DECK JOISTD INTO COUNTER A5 PER PLAN "SIMPSON" ABA44 JOIST5 AS PER PLAN FASTENED W/ (2) FLASHING COLUMN BASE--� 5/8" 0 x 5" LONG HEAVY DUTY OAL. N 4'x4 P.T. POST LAO BOLTS © 16" O.G. INTO MUD SILL GRADE METAL GALV. JOIST HANGER ii RIM BD.; WHEN a F=OUND. WALL FASTEN 12"m SONOTUBE' FILLED n BY SIMPSON (OR EQUAL) © SOLID w/ P. GONG. U W/ (2) 5/8"0 x 5" LONG APPROVED EA. JOIST (MIN. 4,000 FEW z j MASONRY ANCHORS @ 16" O.G. "Z" FLASHING m EXIST. FOUNDATION WALL � II LEDO ER I�)ETA I DEG< V417H SONO EE DETAIL I A-104.00 = „ A-104.00 --- - SCALE: 1-1/2 1,_0SCALE: 5/4" - 1'-0" I I i i N LU 0 U i Lu � � 1 o 5/4"xb" P.T. i DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS PROJECT: 5/4" x REOV HEIGHT P.T. R15ER LANL7 OS RESIDENCE 5/4"x P.T. DECK BOARDS \DECADDITION 2"x BLOCKING ® EA. STRINGER TO MATCH 512E OF P.T. DECK JOISTS -- -- -- -- --- FASTEN STRINGER TO 2470 ROCKY POINT ROAD I• FASTENERSMIN. 6 EAST MARION, NY NOSIN6 (T'rP) 2"x12" P.T. STRINGERS ® 16" DRAWING TITLE: 4" THK. x8" WIDE x WIDTH O.G. (MIN. 3 STRINGERS OF STAIR P. GONG. PAD - --- - ----------- EA. STAIRWAY) CONSTRUCTION DETAILS 6" P. GONG. SLAB 2"xb" P.T. BLOCK IN BETWEEN - EA. 5TRINGER. FASTENED TO x ALL DECKING SHALL BE FASTENED 6"x6"-10x10 W.W.M. BETWEEN P. GONG. PAD w/ I1/64" x m w/ COATED DECKING SCREWS BY CENTER 4 UPPER i OF SLAB 5-1/2" CONCRETE: SCREWS BY t "DECK MATE" (OR EQUAL) 3 GALIBURN" (OR I=QUAL) — MIN. SECURED IN PLACE DURING POUR (5) 5CRENS PER BLOCK O" MIN. GRADE PAGE: _ GRADE A-104 ,. 00 I� 8" DATE: 06/02/21 F 8 OF 11 V400D FRAME STAIR I7ETA I L SLAE3 17)F-7A I L A-104.00 5GALE: 5/4" = 1'-O" IA-104.001SCALE: 1" = 1'-0" c, a 0 W W J Q 0 J F- Z O H Z r....=,._.,,,... W •_ J_ 00 d' 0 Z ...................._.....,,,.., ..,.,,____,.,,__..,.......,.,,_,..,.,,...,.,......,.,.,.,,.., ...... =� O .......,.,,,_......... ......._....................,.. .. _ .w.... � .......... r- ,.,,,,,,,.. ,r Z 12 f ` � E t 3 Q i Z J 1 �E i r � N 7 J 1 tt 77 I ! t ^EP W 3 3v tlt it Ei 1 ...._. __..........._m________...._. ....................._.........._......__...._._.......__._..,.._...._........._...._. e � E E Lo Ix J .... ..,_ ,,.,.....,v.,,....narw.,... F , 3 t t i E . t : t , i t s.. .T/,/v iii\ E e I £ 9 I E I ( 3 .... _.. # ,E i 3 , �.,\..... .......... € I F LLJ t liaI i E I ( � - U J { I' 2i- I i E j 3 1 � � I' �• �i l I I �I II i I I 3 1 I # II I II I I a PROPOSED DECK � I I E I III • ELEV. 1.8 T7 III III I - S EAST ELEVATION (REAR) 5r-,ALE: 1/4" = 1'—O'I I i II I_ I j III I I II II I i I II I I I Z I I I W WLU i _C I � I I o I ' PROJECT: LANZOS RESIDENCE -y & DECK ADDITION ......_.. . ..............,_ __ __._ __ t_..___...__..._......�_..�.._..._.................. 2470 R OCKY POINT ROAD 1/2 , t t m 2 E 11111 € 11 3 DRAWING TITLE: -- # € ! li E Eltlt ? E � e � f{ F i � j $ I PROPOSED EXTERIOR ELEVATIONS € I EXIST. GCV)=!Zi=C NEW PORTION OF DECK PORCH AND DECK ii I fE1 ; lt I ' i 11 PAGE: 1 t � i � � l ` IE1 I I I I 1 t I I i PROPOSED DECK ELEV. +1.5' ! 1 € ' # j E 1 � ( i ' ( I � ------�.- -•-- II II II 11 I III I � li I I 1 � � 1 I I I I I E I t \ I DATE: 06/02/21 9 OF 11 I SOUTH ELEVATION 50ALE: 1/4" = 1'-O" a Q W W J Q O J J_ I-- z O z Q 6 LU 00 (o Q LL LU (#jjlE € le ; € ! i = ? i ' Ei € 115 3 I Eiiij + L/ cr. ..,.._.iE.....za_ I 3 i I i € 1 ':• e 3 € 3 e { I I # i € i I E i i E I +\� ri J O tax 1 ( ! I Et Ei {{ , fit : �{ # € , 4 ! € � '. .... !! E ! € E i 3E E ! ff [ I � i #j[ tt{ i w=..., WN {,.— .>\'a,,,.��• i } S 3 # ` 3 tt Ettt i £ ` t j i E € S E E uj 1 tt jj 3 14.{_ �s £ i ..R._.11 —0--, a I I f 3 II ! € 3 I I I t p 3 d S + i S ? i i ! , t t E 3 i E t I 3 € i 3 > F t E E %err £ i 3 € e ; } € E i v , { E Ei € F I E ^Y 3 i 3 i 1 3 E } } I ` ii i i t € E :.......—...Ei v t E E v E i ': E € ! ? v ! t t i t } + �•--_ �, as WEST ELEVATION -- SGALE: 1/4" = I'-O" I L I I II I I IIII I I i j I I I j I ! II I � I I I 'III I Il � I j II I II z I I I I U.j I I W , w I o l i I PROJECT: LANZOS RESIDENCE x: & DECD( ADDITION _ _ . r , � 4 v _ � a_v�aa aa�_ _ :. .._ ... ,�, i „ a.... _ _., __ _ ____ ________ _ mm2470 ROCKY POINT ROAD � . w EAST MARION, NY . ., . , : „ _ — — — — DRAWINGT _ TI LE. _. PROPOSED EXTERIOR ELEVATIONS , £ ! t € 1 ! i € E i I tt pp E i I P ! # I 1 € € E I 1 [ 3 � I I I i i i i I I s i I I E } t i f i s I E } F 3 t i I ! i I i ! tt E { , i i , E i E . i , E € E t i EXIST. COVERED NEW PORTION 01 DECK € I 1 I i i € ! II 1 i E i AND I 1 ! t + ] t I H PORG I # � ,�.... _ " �•�_ �,_ t' � ij$ � � € I i € i i l I i E I 11 lit I iil E( • i EF _ i i � € � ii � � � 3 t � f � ! i ii € 1 I! , I + { r + t I " _ TT 1 E' E , E I I I II II I I' I I II I II II I III I � I III I Ii I I II .:i .. .: !� IfI E E I}I £{{tI ft IEi #I i II I3 I E I1 il €i I ( 1 PAGE: . .: . .......x..... +v I II I I t , . ti # i I I I I I , € S 3 ([[ I I t ! € i 3 I I I i i i t ! } € ^ip I E � i I I t a } € I € I I I iII 'I �,�� i I I i E I I i I I I E i II I I i I I _ I f i } I I 'I' Illi S } i f i i E i I I I I I I it I = t i t : I E £ l t , I r j e = , ' € , E E v Aft AV% AV } _ Ay A IR AF PROPOSED DECK I ,. , • t E + _.......,; 1 .I I E I 'I i I ''.I '' E 3 �` E t E I I I 1 3 i t S f ! E 9 } i i I I I II 3 i t I ————— I 1 I I III I' ,I li I I F tt 1 t44 � ! 1 # } ! I I i t7 EE � I 3t III i € i p i i Ei E 3 +i i I I 3 i 8 { s ELEV. } E 3 II I II I 7 Eii I � t i 1 1 p € 1 i i 3 € ; i I 3 i i i it it � I � I I , e e F , , + { i i iv I " . : : + 1, . + .. . , , 3 .,..F`•e ...."._„-, E I 17 j I I v ex v' E t Et # k € �.v > > i \ 1 , DATE: 06/02/21 10 OF 11 I I ' NORTH ELEVATION SGALE: 1/4” = 1'-0" ti Q W W J Q J O : z O I-- z Q o W J J 00 zMco J � � O z >: 4 azri LLwco Lo it T-i o Lo T-I - O w W i U f W ~ U Z J Q /N 4" FRESH AIR VENT o J I THROUGH ROOF O O I 3" PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR EQUAL) v k AT ALL PENETRATIONS IN FIRE Q 4 I RATED WALL5 AND FLOOR5/CEILING5. PRODUCT CONFORMS TO A5TM E 514, A5TM E 54 AND UL 14"79 G.O. FULL BATH 1 NOTE: ALL PLUMBING WORK LEGEND i SHALL CONFORM TO FULL BATH ' r_2„ F-------{ HOT WATER LOCAL PLUMBING GORE O I 5UPPLY :2111 CLEAN OU IL 1 2 I I 3 AS REQ DT IL Q4 GOLD WATER I O I 1 2 B I -� .._.._..-� SUPPLY PROVIDE F.A.I. 9<1 I j I LL I Q4 v 1 I PROVIDE "ABE500 FF200 FR v1 W.G. I _ EXPANDING FOAM" (OR EQUAL)1 �ry AT ALL PENETRATIONS IN FIRE 15HOWER SHOWER m - I O ------------ I \I Iry®---- --\I-I- -- FFLLOOR5TED /G IL NG5LLS D PRODUCT -I+8 ryi \ - cr _..- ---_.-.._..-..-..-.. ASTM E 54, AND UL 14"79 G.O. LL>�------ CONFORMS TO ASTM E 814, C.0. CONNECT TO H `} EXIST. WATER I I { w 4" HOUSE SUPPLY SYSTEM I 2 MAIN DRAIN TO PRIVATE 2 j V w I j (-WELL U w Q 41' TO SYS EM IG d -ui NOTE: 3 I I U v ALL PLUMBING WORK SHALL CONFORM TO LOCAL PLUMBING CODE D PROJECT: LANZOS RESIDENCE DECD( ADDITION i 2470 ROCKY POINT ROAD FL.UME31 NC RISER - DRAIN / !TASTE / VENT FL.UMB I NC RISER - SUFFL.Y EAST MARION, NY I SCALE: NTS i SCALE: NTS DRAWING TITLE:-------- -- -- --- PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: jLu 10 DATE: 06/02/21 `11 OF 11 eQ ' y I