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HomeMy WebLinkAbout48102-Z S S T 0 RY P R 0 P 0 2 Olwv cao mmm, LrA.DoLao LaG3C�G��4C�C�4 A -DDI I 10 -L-N AND A T RATION �f ME K 1%K@Du 1WH n MCS RDMIERNW.&I00 MW om FOR TIMON R SID Nrk-,/ B. Sieh lot shall be required to meet the following: Area (square feet) Lot Coverage Front(feet) Side(feet) Yard Both Rear(feet) Sides (feet) 200.000 to 399.999 5% 60 30 60 100 �! YB b 9 120.000 to 199,999 10% 60 30 60 85 w 80.000 to 119,999 20% 60 20 45 75 60.0001079,999 20% 55 20 45 75 40,000 to 59,999 20% 50 20 40 60 20.000 t0 39,999 20% 40 15 35 50 A `", Less than 20,000 20% 35 10 25 35 LAND N/F OF ROBERT GOOpqLE 05-II-22 ISSUED FOR PERMITS 98.46' S 77°05'40" W /=�� M. _ ON3 S,9.0 %/ \ EGl1LAB HARE F$lCE ❑ ❑ ❑ ON-U TREES ON FENCE LINE N i -M, D6 o D ECr �1 E 00 0' 1 L.0 00 `� N4 ] C MAY 1 2 202. CT o $ z \ BUILDING DEPT: Yum -i TOWN OF SOUTf4 fTl �'` z g O payA FRAMEo AREA OF LOT = 12.748.00 SIq.Ft O YARD o I c� o e of 35-0 e- 391-o,,39'-0" FENCE �. 29'-0" 0I E o I--- 10'-0" _ouvd)alae p II -n ,9'0s A _ ;;q- 0 \ YxDOOR LAX_LOT / x #11080 W ion 1 STORY & - . —H i > ATTIC FRAME W - — — _ -r-I LEL—L d N 2.r N I 1'-9" �� 9-�' -------- H1Z10N (c) YARD w m ROOF OVER FENCE YARD M STOOP BRICK WALK W iv N � O O YARD <V (V 95.31 ' N 77°05'4 ED0" E �/ -I GE OF PAVE SOUNDw w U] �-- AVENUE EDGE OF PAVE ( 7 } �N z Z O W Q = J C � PROPOSED PLOT PLAN o Q LH L[] J INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY. SEE SIGNED AND SEALED SURVEY O 00 L� PROPOSE® 5OUARE FOOTA6E5: EXI5TIN6 FIRST FLOOR = 1152.q 5.F. PROP05ED FIRST FLOOR ADDITION = g83b 5.F. HABITABLE AREA = 2,136.7 S.F. a a EXI5TIN6 5EGOND FLOOR = 643 5.F. PROPOSED 5EGOND FLOOR ADDITION = 658 5.F. TOTAL HABITABLE AREA = 1301 5.F. DRAWING INDEX DWG. INITIAL LATEST ISSUANCE MAIN DHELLIN6(HABITABLE AREA) = 3,437.-1 5.F. NO. DRANINO TITLE ISSUANCE REVISION NO. $ DATE @L%FP) �Od�o PROJECTS-21-033 T-I TITLE SHEET, GENERAL NOTES AND PLOT PLAN 05-II-22 A-I SGHEDULES, NOTES $ DETAILS 05-1I-22 A-2 EXISTING FOUNDATION PLAN AND NOTES 05-II-22 A-3 EXISTING FIRST FLOOR PLAN SECTIONS AND ELEVATIONS 05-II-22 A-4 PROPOSED SECOND FLOOR PLAN 05-11-22 A-5 PROPOSED ROOF PLAN 05-II-22 A-6 PROPOSED ELEVATIONS 05-II-22 A-7 PROPOSED ELEVATIONS 05-11-22 SGTM# b00-122-5- r 50'-4" 501-4- EXIST. EXIST. EXIST. EXIST. omp[' &. mmm L%.H.U",�o N SLIDER LaaC�G[OVIO4 9 E ° w EX. BREAKFAST EX. BEDROOM #1 x AREA w M19 MMMIE MWIE `1MCR e G3cc0M1C�G73m,JGGQ�DD 9 mu fl 41 o 9 !�L �NJII❑!!�[f❑�cJe e r----- r----I 13'$• I I I I I I I I 1— e- +-- ® H 1X LA XF. , y � w LU r`a3 '7 reg;h s ° EXISTING EX. KITGHEN o GRAWL SPACE EX. G L. fL- - o O EX. CL. q10'-4" GL. 02 h--9 1 — 1—A- + -l'- —�— — 1l IS'-6" X � L-----' L L----- W iv 0 EX. LIKING ROOM EX GL EX. BEDROOM #2 05-II-22 ISSUED FOR PERMITS e u� x W LJ EXIST. ——— 10,x" ——— 4, EXIST. EXISTING CRAWL SPACE w u� e EX. B TH EXIST. 1b'-10" EXISTING FOUNDATION PLAN 2 EXISTING FIRST FLOOR 1 SCALE: 3/16"= 1'-0" SCALE: 3/16" Z W LU N V J < � W C) — Q O � O W � � IL L O Z O < N — H X 1_I_.l ❑❑ a Ell o❑ LU @o a a II II II pG30JCC�4#o 20-033 II II II CSL° °D 170dIEo PROJECT5-21-033 LL IL _ - - - - - - - —__- DG3LaM9�[n�C�#o EXISTING SECOND FLOOR - 3SCALE:: 3/16"= 1'-0" 20F 9 SGTM# bOO-122-3-1�j TABLE 3.1 FASTENER SCHEDULE FOR STUCTURAL MEMBERS FRAMING NOTES' SIMPSON LSTA 30-182A. JOINT DESCRIPTION NUMBER AND TYPE F NA OIL SPADING . \� ^M • � •*' FASTENER 2" x 8" RR @ 16" ORIDGE STRAPS AT EA. .G. ROOF FRAMING RAFTER. /"0' Rafter to Top Plate Toe-nailed 3-5d 12er rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH TYP. ROOFING Geilin Joist to To Plate (Toe-nalled) 3-8d per oist 5TRUGTURAL GRADE NO. 2 OR BETTER. OR Geilinq Joist to Parallel Rafter (Face-nailed) 4-16d each lop 2. ALL EXTERIOR FRAMING TO BE 5TRUGTURAL GRADE GGA TREATED LUMBER. Goilinci Joist Laps, over Partitions (Face-nailed) 4-16d each la 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, 1/2" MIN. THIGKNE55. I" MIN. AIR SPACE 2"x4" GOLLAR TIES AT Gollor Tie to Rafter (Face-nalled) 4-8d per tie PERIMETER PANELS AT EDGE OF ROOF $ WALL CORNERS TO BE NAILED @ 4" O. ABOVE INSUL. Blockin to Rafter Toe-nailed 2-8d each end ALONG EDOE5 $ 6" O.G. IN FIELD W/ SOLID BLKO. UNDER ALL SEAMS. 16 O.G. „ DOWN Rim Board to Rafter (End-nalled) 2-16d each end 4. USE 50LID BLOGKING OR X- BRAGINO BETWEEN ALL JOISTS @ 8'-O" MAX. 5PAG1 BETWEEN RIDGE AND WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS $ PARALLEL PARTITIONS. CEILING JOISTS, Top Plate to Top Plate Face-nailed 2-16dI per foot 6. ALL FLUSH WD. GONNEGTION5 TO BE FASTENED W/ RATED OALV. METAL Top Plate at Intersections (Toe-nailed 4-16d I joints - each side GONNEGTORS BY SIMPSON (OR EQUAL). Stud to Stud (Face-nailed) 16d 24" o.c. + + + + Header to Header (Face-nailed 2-16cl 16" o.c. alon ed es LAO BOLT NAILER W/ (2) + + + + AZI N ^ NOTES: 3/g"4) x 4 1/2" BOLTS @ 32" O.G. G3�MCG3G7C LaD9 �� ���� To or Bottom Plate to Stud End-nailed) 2-16d per 2x4 stud ( ' O 3-16d er 2x6 stud ���../// 4-Ibd per 2x8 stud Bottom Plate to Floor Joist,Band olst,End'oist or Bockin Face-nailed - p,-.r foot TYP. EXT. --- TECO EA. R.R. TO 2"x8" NAILER WINDOWS / SL. OL. DOORS AS MANUF. BY MARVIN, INTEGRITY W/ I� FLOOR FRAMING INSUL. GLASS, IMPACT RES15TANT $ DESIGN PRESSURE RATED AS REG'O WALL (2"x4" ° BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- IN ATTIC P. Joist to Sill, To Plate or Girder (Toe-nailed 4-8d er joist PROVIDE PRECUT, PREDRILLED PLYWOOD, 7/16" THICK. SPACES) --- " ® � � Bloc in to Joist (Toe-nailed) 2-8d each end Blocking INGLUDE ATTACHMENT HARDWARE: to Joist (Toe-nailed) 2-8d each end ��' � 1�• ��� �`. Blockin to Sill or To Plate Toe-nailed 3-1 each block 2 1/2" NO.0 NO. SGREW5 @ 16" O.G. F/ SPANS UP TO 6 FEET, Ledclor 5trip to Beam (Face-nailed) 3-16d each joist AND @ 12" O.G. F/ SPANS BETWEEN 6 $ 5 FEET. Joist on Led er to Beam (Toe-nailed 3-8d per oist BUILDER TO VERIFY $ CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to Joist (End-nailed) 3-16dper joist WITH OWNER. Band Joist to Sill or Top Plate Toe-nailed 2-16d -per joist OPTION: PROV. "x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTAGH STRUGT. ROOF SHEATHING PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC, INSERTS TO PROTECT Structural Panels 5d 6" edcle / 6" field FROM WEATHER, ETG. (VERIFY DETAILS) �•.,`� y `O Dia onol Board Sheathin '�- 12 I"x6" or I"x8" 2-8d Ipor su port MAINTAIN I CLEAR a FOR VENTILATION. I"xl0" or wider I 3-8d I per support - CEILING SHEATHING NOTGH RR G sum 7 Wallboard 5d coolers " ed e / 10" field SF/ ATH NG WALL SHEATHING CLIMATIC & GEOGRAPHIC TECO EA. JST. 2- SIMP50N "H2" Structural Panels Bd 6" ed e / 12" field DESIGN CRITERIA:Fiberboard Panels GONNECTORS @ 16" O.G. 7/16" 6d 3" edge / 6" field (ONE EACH SIDE) RM M13 0 25/32" 8d 3" edge / 6" field AMERICAN FOREST AND PAPER ASSOGIATION (AFS PA) R-30 INSUL. 2"x6" 05-11-22 155UED FOR PERMITS Oqp5um Wallboard 5d coolers 7" edge, / 10" field WOOD FRAME GONSTRUGTION MANUAL FOR G.J. Hardboard 8d 6" ed e / 12" field Particleboard Panels &d 6" odcle / 12" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) Diaclonol Board Shoothinq TYP. ROOF. TIES: i f, 1"x6" or 1"x8" 2-8d per support I"xl0" or wider 3-8d per support SIMPSON "H7" GROUND SNOW LOAD 20 PSF GONNEGTORS @ 16 I' O.G. U.N.O. X4 FLOOR SHEATHING Structural Panels WIND SPEED : 5OUTHOLD 120 MPH (3 SECOND OUST) i I" or less Sd 6" edpe / 12" field WIND EXPOSURE GATEOORY B ( SUBURBAN, SEMI-WOODED) Greater than I" IOd 6" edcle / 6" field Diagonal Board Sheathin I"x6" or I"x8•, _ psupportSEISMIC DESIGN CATEGORY G per I -O' ]"AO" or wider 3-8d per support WEATHERINO AREA SEVERE U.N.O. ROOF SHINGLES IGE SHIELD YES Asphalt roof shingles, Oalv. 5H., min. 12 ga. shank w/ a min. 3/8" dia. head. fastener shall penetrate FROST LINE DEPTH 3'-O" p 9 through the roofing materials and o min. of 3/4" into roof sheathing and shall roofincl manufacturer and provide, no less than 4 fasteners per strip shingle. TERMITE AREA MODERATE TO HEAVY Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge. If wall sheathing is nailed DECAY AREA 5LIOHT TO MODERATE 3" on center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors, such as shear plates shall be used to maintain the load path. WINTER DESIGN TEMP II 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be DOUBLE TOP PLATE reduced to I-16d nail per foot. NOTE: ALL GONSTRUGTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CODE REFERENCE NOTES: HEADER REQUIREMENTS OF THE TOWN OF SOUTHOLD AND THE FOLLOWING: THIS APPLICATION/ PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL 4 z FULL HEIGHT 8308 6lazin at hazardous locations shall have glazing protection in conformance with r308. In general,glazing in STUD GODS OF NEW YORK STATE 9 9 9 P 9 9 9 all doors and fixed side panels,61azin95 less than 60" above surfaces of tubs showers,etc.blazing within 24" ENGINEERED STRUCTURAL GOMPONENTS AS PER ASCE -7-10 arc of doors in closed position with sills less than 60"above floor.6lazin95 over G square feet and less than 18" above finished floor.61azin near stairwa s/landin s.5ee complete text of R308.4.6lazin for specifics on I-4 x 18 GAUGE HEADER TO STUD: g y g p 9 p JACK STUD GODS COMPLIANCE: locations and exceptions. STEEL COLIED BY 51MP50N LSTA21 GONNEGTOR THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL CODE OF NEW TYP. FLOOR !,J STRAP NO. G50 W/ 16-I0D FASTENERS YORK STATE. ALL DETAILS AND INFORMATION HEREIN 15 GERTIFIED BY THE 8308.6 Skylights and sloped glazing shall comply with this section and have fully tempered glazing. JOIST BY SIMPSON LISTED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING: UNDER JOIST(12" R30 Garage opening protection and separation required to be as noted and in conformance with 8301.Garage F END LENGTH) 16" WINDOW SILL 1. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES floor surfaces shall be sloped to facilitate the movement of liquids to drain toward the main vehicle entry 2. 2020 NYS UNIFORM CODE SUPPLEMENT doorway. O G PLATE 3. 2020 IEGG BOX BEAM. STUD TO PLATE: 4. ENGINEERED STRUCTURAL GOMPONENT5 PER ASCE 7-10 8310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 square feet. MATCH FJ SIMPSON "HDUS" UPLIFT 5. WOOD FRAME GONSTRUGTION MANUAL 2018 EDITION FOR ONE AND TWO STORY 24" minimum clear opening height,20"minimum clear opening width,44"max still height. FAMILY PHELLIN05 GONNEGTOR W/ A" DIA. FINAL, IN5TALLED 5TAIRHAY5,HANDRAILS,GUAR05 SHALL BE IN5TALLED IN FULL GONFORMANGE WITH THIER TYPICAL AT CORNERS r n THERE SHALL BE NO DEVIATION IN GONSTRUGTION PRACTICE FROM THE RE5PEGTIVE GORE 5EGTION5.ARGHITEGT 15 NOT RESPONSIBLE FOR THESE INSTALLATIONS. OF BUILDING AND AT v REQUIREMENTS OF THESE DOCUMENTS. BOTTOM PLATE ENDS OF SHEARWALLS. -I MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED 8314 Stairways shall not be less than 36 inches in clear width all points above the permitted handrail height and below the required headroom height.Handrails shall not project ject more than 4.5 inches on either sideof the ON PERFORMANGE DATA AND MANUFAGTURERS REGOMMENDATIONS. AND stairway and the minimum clear width of the stairway at and below the handrail height, including treads and SUBSTITUTIONS WILL BECOME THE BURDEN AND REASONABILITY OF THE landings,shall not be less than 31.5 inches where a handrail is installed on one side and 21 inches where handrails CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING arerovided on both sides.The maximum riser height shall be 825" and the minimum tread depth shall be 4" in PROCEDURES, INGLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST conformance with 8314.2.Minimum headroom 6'-8'.All stairs shall be provided with illumination in accordance with L RESULTS, ETG. Section R303.4.Enclosed accessible space under stairs shall have walls,under stair surface and any soffits U > N Q protected on the enclosed side with 1/2-inch gypsum board. W 8315.1 Handrails having a minimum and maximum heights of 34 Inches and 38 Inches,respectively,measured vertically from the nosing of the treads shall be provided on at least one side of stairways.All required Q GENERAL NOTES handrails shall be continuous the full length of the stairs with two or more risers from a point directly above the Ul top riser of a flight to a point directly above the lowest riser of the flight.Ends shall be returned or shall 0 �- terminate in newel posts or safety terminals.Handrails adjacent to a wall shall have a spce of not less than 1.5 w _\Z O I. All electric work shall comply with the National Electrice Code. Electrician shall obtain fire underwriters inches(35mm)between the wall and the handrail.The handgrip portion of handrails shall have a circular cross certificate for all electric work and shall submit to owner. Provide all outlets and junction boxes required section of I-I/4 inches minimum to 2-5/8 inches maximum.Edge radius of i/8". W Q z for all appliances,pumps,equipment,etc. Contractor shall review service requirements,all lighting,outlets, fixtures,phone jacks,T.V. cable jacks,etc. with owner as required for the full installation and satisfaction 8316.1 Guards are to be a minimum of 36 Inches(914mm) in height.Open sides of stairs with a total rise of more than 30 inches above the floor or rade below shall have guards (each side) not less than 34 inches in height W of owners requirements and code compliance and shall provide same. Architect is not responsible for g g g TYP. FND. TIES: O 0 1H measured vertical) from the nosing of the treads.(second story guards are recommended to be higher.) J electrical designs for this project in any capacity. y g y g g 2. All plumbing work shall comply with the National Plumbing Godo and all local codes. Contractor shall SIMPSON "HDUS" 8317.1 Sin Ie and multi le-station smoke alarms shall be installed (n each sleeping room,outside of each separate TYP. ANCHOR BOLT: review with the owner the requirements for plumbing installations including but not limited to fixtures,trim, g p p g p CONNECTOR WI/ (2) H Q) Q virements for water service and domestic owater. Architect noeresponsible sleeping area in the immediate vicinity of the bedroom,on each additional story of the dwelling, including � 5/8"DIA. 48" O.G. accessories,etc.and re tiht tAhitct it rs q p basements.The alarm devices shall be interconnected in such a manner that the activation of one alarm will DIA. THRU BOLTS. COORDINATE PLACEMENT for any plumbing systems in any capacity. Gontractor shall provide sanitary system in accordance with the - LH owners approved site plan and shall coordinate all inspections required for approval of same. And activate all of the alarms in the individual unit.The alarm shall be clearly audible in all bedrooms over backround (TYPIGAL AT GORNERS W/HOLD DOWN BOLTS. VERIFY surveys indicating final tank locations shall be Lk owners surveyor. Gontractor shall provide surveyor with noise levels with all intervening doors closed.All smoke alarms shall be listed and installed in accordance with OF BUILDING AND AT BOLT TYPE,EMBEDMENT,REBAR Information as required. the provisions of this code and the household fireworning equipment provisions of NFPA12. ENDS OF SHEARWALLS) ETC,. BEFORE GONSTRUGTION 3. All H.V.A.G. work shall comply with Article 10 of the N.Y.5. Uniform Fire Prevention and Building Gode and R31G.1.2 Wall and ceiling finishes not including trim,door,and window frames shall have a flame-s read Energy Gode. Gontroctor shall review all mechanical systems with owner for type of system to be provided 9 9 p o 4 z o _z (I.E.oil,gas,or electric hot water or air,etc.) including air conditioning requirements. Architect is not classification of not greater than 200.Hall and ceiling finishes shall have o smoke-developed index of not EXIST. FLOOR - responsible for heating or air conditioning systems in any capacity. greater than 450. EXIST. FLOOR o °° R322.A va or retarder shall be Installed on the warm-in-winter side of insulation. JOIST �1 4. Owner shall obtain any and all required permits prior to allowing contractors to proceed with any of 81001.1 Masonry chimneys shall be constructed,anchored,supported,and reinforced as required in this chapter JOIST11-17 L @ �l the work. and thea applicable.provisions of Chapters 3,4,and 6 with applicable clearances to combustibles and 1-I" x 18 GAUGE STEEL 5. All site work including sanitary system,utilities,easements. setbacks,elevations,drainage,retaining Pp• P P pP� 4 I-�" x 18 GAUGE STEEL walls,etc. shall be in accordance with a site plan prepared by the owners surveyor. The Architect is not firestopping. �GOLIED STRAP WRAPPED �GOLIED STRAP WRAPPED responsible for site designs of any type in any capacity. 1 UNDER SILL AND OVER li UNDER SILL AND OVER 6. All work shall be performed by licensed contractors whom are experienced with the type of work being WTI Attic access.An attic access opening shall be provided to attic areas that exceed 30 square feet and i EACH STUD W/ 12" MIN. � EACH STUD W/ 12" MIN. performed. All contractors shall maintain liability insurance and workers compensation Insurance in have a vertical height at d i inches or greater.The rough-framed openinh shall not be less than 22 inches by 30 STUD BEARING. NO. G518 pQ�d�O�#� 20-033 inches and shall be located in a hallway or other readily accessible location.A 30-inch minimum unobstructed STUD BEARING. NO. G518 connection with all work being performed in project. BY SIMPSON BY SIMPSON 7. All materials,systems,equipment,fixtures,etc. shall be installed in strict compliance with the headroom in the attic space shall be provided at some point above the access opening.5ee Section M1305.13I manufacturers written specifications and installation instructions including all clearances for service,etcR-30 INSUL. R-30 INSUL.. for access requirements where mechanical equipment is located in attic. 8. All contractors shall warrant their work in writing to the owner for a minimum period of two years. 88081 Gombust(ble insulation shall be separated a minimum of 3 inches from recessed lighting fixtures,fan motors, W/ VAPOR BARRIER UP W/ VAPOR BARRIER UP C1. � ��° � ����o PROJECTS-21-033 . The Architect shall not have control or charge . of and shall not be responsible for construction means, z + • z methods,techniques,se uences,or procedures,or for safety prorams in connection with the work or for and other heat-producing devices or separated in accordance with the conditions stipulated in the fixtures listing. FOUNDATION or omissions of the contractor,subcontractors or any per onperforming any of the work,or for the Recessed lighting installed in the building thermal envelope shall meet the requirements of Section NI101.3. WALL a FOUNDATION - failure of any of them to carry out the work in accordance with the intent of the contract documents in that DESIGN LOADS: GRADE WALL GRADE said responsibllty is the sole responsibility of the contractor. ` a 10. All exterior doors,roofing shingles, trim,siding, etc. shall be reviewed and approved by owner. m PITCH FINAL GRADE PITCH FINAL GRADE 11. All interior finishes including but not limited to walls,flooring, tile,etc. shall be AWAY FROM WALLS TYP. reviewed with and AWAY FROM WALLS TYP. approved by owner. )_ISE DEAD ^ 12. All miscellaneous interior items including but rot limited to doors,trim, fireplaces. closet shelving, kitchen 20 10 ROOF • SNOW LOAD: \_ cabinets,shelving.hardware,etc. shall be, reviewed with and approved by owner. PER :I2 PITCH 13. More existing walls,posts etc. are removed it is the responsibility of the contractor to provide 40 10 DECKS / PORCHES y support,tem orar ort,shorin ,bracing,etc. as re aired. p pp g 9 q 40 10 ROOMS OTHER THAN SLEEPING ROOMS 30 10 SLEEPING ROOMS 20 10 ATTICS WITH 5TORAOE 10 10 ATTIG5 WITHOUT 5TORAOE SGTM# B00-122-5- tib 501-411 I. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 TSF BEARING GAPAGITY, SUBJECT TO CONTROLLED IN5PEGTION. 4'-4" 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE IN PLAGE, PUMP AS REQUIRED. TO ND5 FLOW WELL 3. GONSTRUGTION JOINTS IN FOUNDATION WALLS SHALL BE NO DRYWELL SYSTEM MORE THAN 50 FEET APART AND NO LESS THAN 4'- 0" FROM ANY ��� G30O G�[�]OO G G1MCGNMf _ PIER. REINFORGEMENT SHALL BE GONTINUOU5 THROUGH Mil I@@T GONSTRUGTION JOINTS. DO NOT USE HORIZONTAL GONSTRUGTION 6,23107 .T.0%' a \ = JOINTS. DN O 4. SLABS ON GRADE SHALL BE PLAGED BY STRIP PLAGING 8X16 METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH GONTROL ❑ — — _ _ — — _ — VENT— — — _ _ EXIST. JOINTS (SAW GUT) MAX. 30'- 0" O.G.; GON5TRUGTION JOINTS SHALL BE LOCATED ALONG LENGTH OF PLAGEMENT AND AT ENDS OF r- - - - - - - - - - -a- - -d- - - - — - - - - -a4 — — — — — � r- - - - - - - - - - - PLAGEMENT. ZC} �`c" �^j "�, 30x18 16" #5 DOWEL @ 12" BASEMENT Q x o O.G.VERT. SECURE I— l WINDOW I cn WITH EPDXY TYP. i O X � �C✓ I a �t 0 0 I - I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-�iq; 13-10 X 13-10 10-0 W 3 ' Z GONGRETE SLABS SHALL BE 3500 P5I STONE GONGRETE; ALL Lu o = ® EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. o N° SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. c_ 2XIO FJ I u- 2. ALL REINFORGEMENT SHALL BE DEFORMED TYPE , . 02s, a� r___l_ @ I6 O.G. dJ 2x10 FJ LLXI INTERMEDIATE GRADE NEW BILLET STEEL GONFORMING TO ASTM � � �� I6' O.G. I i------- -------- A-615 GRADE 60. ,.._.., _ 3. TEMPERATURE REINFORGEMENT, 5PLIGES, SUPPORTS FOR E) E)j — —�--e — I — REINFORGEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 4. CONTINUOUS REINFORGEMENTS SHALL BE LAPPED 48 Lu I _ DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- �_ 3 " STL.COL. (SDH. Oi I CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS � ��❑° OTHERWISE NOTED. DETAILING OF ALL REINFORGEMENT SHALL P.G.ON N/#5 REB NEW BE IN AGGORDANGE WITH AGI 5P-66. (88) = I 05-II-22 ISSUED FOR PERMITS a 2X10 FJ O P.GFT6 W/#5 REBAR A A Q I6" O.G. dJ N 6" O.G. BOTH RAWL �j 5. PROVIDE TWO #6 ALL SIDES FOR OPEN I NGS IN GONCRETE A-I N — I DIRECTIONS. PAGE A-I WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND I _ EXISTING O �H I I 2X12 LEDGER %ZPENING; HOOK ENDS.CRAWL SPADE I SP— AGE i i I I BOARD---i{ ® 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR ,� ( -� MEGHANIGAL TRADES. OPENINGS SHALL BE PLAGED 50 AS NOT U- TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. — — — — — — — — — — — w "i. BEFORE PLAGING GONGRETE, GONTRAGTOR SHALL SUBMIT FOR L--- = a o REVIEW A COMPLETE SEOUENGE OF PLAGING 5GHEDULE. 4" GONG. SLAB H/6x6 #10/10 INDICATING ALL CONSTRUCTION JOINTS, TIME 5GHEDULE, AND d)z o WWM OVER VINYL VAPOR I -_ - - -- - -- - - - - X W Q BARRIER ON UNDISTURBED SOIL. — r-------� r-------� r-------� w I I t I I I GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. I6" #5 DOWEL 12" I 1 I I I I °Q -7 �° O.G.VERT. SECURE — t— —o —�— - —i—o - TYPICAL FOUNDATION NOTES: m — 2X10 FJ — I = WITH EPDXY TYP. @ I6 O.G.d) O I I I t I I FND./ FTG.: 30x18 30x1b ( 10"THICK P.G.FND. WALL w/TYP.ANCHOR BOLTS,ON CONTINUOUS 16"w,x S"d.P.G.FOOTING;TO BASEMENT BASEMENT I A MIN.DEPTH OF 36"BELOW GRADE-ON UNDISTURBED GLEAN GRANULAR 501L w/MIN. I TON _ I L — — — __H[NDOH— —_ — — — — — — — — — — — — — — — --- — — — PER S.F.BR6.CAPACITY. REBAR: 245 BARS,EA.HAY 36" O.G.,-CONTINUOUS AT TOP & BOTTOM OF WALL AND/OR IN FTG.w/MIN. 3"COVER. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 051? ■ HW HEATER � SILL/TYP. ANGHOR BOLTS: ' 4'-4" IQ'-I" 4'-4" lz 2-2"x 6"(or 1-2x6 MIN.)PRE55URE-PRE5ERVATIVE-TREATED(PPT) SILL PLATE,(PROV.TYP. ® 51LL/WALL TIES,WHERE REO'W OVER TERMITE SHIELD AND SILL SEALER w/%&"dia.ANCHOR 2ci'-O" 10'-0" BOLTS(T'MIN.EMBEDMENT AND 3"50UARE HA5HER5)® 36"0.c. $ 28"o.c. WITHIN 5 FT.OF FURNACE u I— CORNERS AND 12" MAX.FROM EACH END OF SILL PIECE. COORDINATE PLACEMENT X kn WHOLD-DOWN BOLTS,A5 REOV.TO CONNECT TO 5HEARWALL STUD BRACKETS.(5EE DETAILS). X w X LL.I W SILL/WALL TIES: REQUIRED ONLY AT ROOF BEARING HALLS: PROVIDE SIMPSON C520,(20 Gage), 1 1/4"STEEL EXIST. STRAP TIES® 16"oc (AT EA.STUD w/MIN.8-8d NAILS,EA. END) WRAPPED UNDER d UP INSIDE FACE OF SILL,GUT TO LENGTH A5 REOV. (SEE DETAIL) EXISTING HOLD-DOWN BOLT: GRAWL SPAGE SIMILAR TO TYP.ANCHOR BOLT,EXCEPT SPACED A5 REOV.TO ANCHOR SHEARWALL 5E6MENT5.(SEE 57D.DETAILS).CONTRACTORS MUST COORDINATE PLACEMENT OF ALL BOLTS W 0 (BEFORE GON5T)TO INSURE ALIGNMENT OF BOLTS $ STUD BRACKETS. OPTION: (INSTEAD OF HD2A'5 S BOLTS): USE STRAP TIE HOLDOWN,51MP50N 5THDIO EMBEDED IN FND.WALL 8 EXTENDED UP OUT5I0E FACE OF WALL A5 REOV. [SEE FLOOR PLAN FOR 5HEARWALL Z SEGMENTS]. GONGRETE: -nn-� ALL CONCRETE TO BE STONE AGGREGATE,WITH A MINIMUM(28 DAY)5TREN6TH OF 3000 P51, CIL 2'-4" 18'-10" c{'-2" EXGEPT USE 3500 P51,FOR ALL EXTERIOR U5E5;INCLUDING 6ARA6E SLAB,ETC. z SHEARWALL SEGMENTS: W } N O PROVIDE 5HEARHALL5 PER CODE;2 AT ALL CORNERS OF BUILDING,WITH A MAXIMUM OF 25 FEET1 BETWEEN SEGMENTS.STANDARD SEGMENT:)/2" PLYWOOD,EXTERIOR d y2"G.H.B. INTERIOR,4'WIDE x HT. 'Z 13- OF WALL(8'MIN.) NAILED TO HALL 5TUD5 @ 16"06,w/DBL.5TUD5 AT EDGE5.USE 8d NAILS® 6"oc AT _ PROPOSEDFOUNDATION PLAN ED6E5 i 12"oc IN FIELD. ANCHOR EAGH 5E6MENT TO FOUNDATION w/51MP50N HOLD-DOWN BRACKETS d Q 1 %"BOLTS A5 REOV.- INSTALL ALL HARDWARE AS PER MFR.5PEG5.[5EE ALSO,TYP.HOLD-DOWN BOLT !-1 NOTE d STANDARD DETAILS) cn O Z j P4 k-n Q � O z O Q 0 O UI o < o H C) 0 00 00 � a a o a� o a a pG30JGC�4#o 20-033 PROJECTS-21-033 DG3La�01�1C�#o rA SGTM# 40� � X00- 22-3- I� 30'-411 4'-I" 14'-3" 6'-3" 12'-I" 2-4" 01 r`t -- - - --__-__ LEGEND: 10" POURED GONGRETE FOUNDATION WALL. /—HDU5 DN HDU5 ejo 1p L%. Za m o LQ°0°La° TYP. �' O EXIST. 1LS 16O.G. w/5/8" G.W.B. EA. SDELaG3C��]04f�C�4 RT9 G30LQmffm 1MIMEE ,h o e X8� L_ HDR 2MDR _ EXIST. O5p 5MOKE DETECTOR RoWmnmmL ff)q air �nom ;'y =3 x6 SLIDER � 3q o�7��7Ogc}q ❑ if }� WG E . H/ GO CARBON MONOXIDE DETEGTOR = EX. BREAKFAST EX. BEDROOM #1 x � a = NEW `� AREA W `J o O � EXHAUST FAN MIN 75 GFM EXPANDED �� A"'� KITCHEN I HR. FIRE RATED WALL w/ " GYP. '�,.' r�pOY "Y TYPE 'X'. j 7 A 4 / 10'01 -011 2'-1111 O° `"`G FRAMING NOTES ; OO OEX. BATH H- I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARCH � 10'-O" LA STRUGTURAL GRADE NO.2 OR BETTER. ° Qa N' 4 W 2. ALL 5HEATHING TO BE APA RATED, EXP05URE I. 5/8" MIN. THICKNESS OR A5 � --• -1 ^A 0 NEW LAUNDRY I NOTED. N HOME _ 1 THEATER EX. KITCHEN '-6" 6'-6" 3. ALL 5UBFLOORING TO BE APA RATED 5TURD-I-FLOOR. EXPOSURE I. 3/4" MIN. p EX. GL. = THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON 50LID BLOCKING. GLUE 13 AND NAIL PLYWOOD 506FLOOR TO FLOOR JOISTS. HDU5 \D HDU5 UP m 05-11-22 ISSUED FOR PERMITS T'(P. 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHT5, (2) 2X10 HDR p EX. GL. EX. GL. EX. GL. q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF O GP WI 80 14" TJI 7(D 2-2X8 OR A5 SHOWN ON DRAWINGS. `� C� 16 O.G. �O 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS 10'-4" PER N.Y.5. CODE OR A5 NOTED © 8'-O" D.G. PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. L W HDU5 HDU6 5 `9 . DOUBLE FRAMING AROUND OPEN ING5(5kyIight5,5tair5 etc.) OR AS NOTED ON TYP. 28'-3" TYP. DRAWINGS. (2) 2X10 HDR (2) 2XIO HDR ' 7 (V 1. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED OA O OA O ❑ � ON DRAWINGS. — EX. LIYINO ROOM EX. GL. EX. BEDROOM #2 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 8'-6" 12'-0" 8'-6" 5'-0" 5'-O" q. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4" O.G. EXTERIOR EDGE5 AND 61? 12" O.G. INTERMEDIATE. W 2a'-O" 10'-0" 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH 10 GALVANIZED HURRICANE TYPE Hl CONNECTORS BY "SIMPSON" OR APPROVED —————————— ——--———————— ———— EXIST. EQUAL. lo'-a" 41- 1 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS J0I5T" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 'S tV HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER U1 W MANUFAGTURER5 RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL EX. B TH LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL RIM J015T SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING,5TORAGE,AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. EXIST. 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. MACHINE BOLTS 12" O.G. 2'-4" a'-2" 13. PROVIDE FIRE5TOPPIN5 AT ALL LEVEL PENETRATIONS. 18'-10" Z 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS, 5PAGIN6 NOT 30'-4" TO EXCEED 8'.70, l.l._ PROPOSED FIRST FLOOR PLAN � L U > O W Q IL � O � Q 1� MARK ANDERSEN OTY ROUGH OPENINGLH 400 SERIES O ) �— O TW 3046 12 3'-1 5/8" x 4'-8 10' F--I o OTW 30310 4 5-Ig" x 4'-Og" o OTW 3432 2 3'-5 J" x 3'-4 71/8" O O TW 2032 3 2'-Ig" x 3'-4 g" °° a EO FWH3168AL I 3'-I" x 6'-8" a O TW 2646 2 3'-I" x 6'-8" a ao o a 1^1I00W NOTES: I. ALL BOTTOM OF WINDOW HEADERS SHALL BE 6-8" AFF UNLE5NOTED OTHERWISE.2. eJLC�'4 ` 0 20-033 2. PROVIDE JAMB EXTENSIONS A5 REQFOR b" WALLS. 3. REVIEW ALL WINDOW OPTION W/OWNER PRIOR TO ORDERING. 4. GONTRAGTOR SHALL COORDINATE AND VERIFY ALL ROUGH WINDOW OPENINC75 AS PER MANUFACTURES 5PEGIFIGATION5 WITHOUT EXCEPTION. 5. WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE ° rL 2 ���°° PROJECTS-21-033 APPLICABLE el " INDICATES EGRE55 WINDOW A� 5 OF J SGTM# bOO-122-3-1� 25'-4" 14'-I" 5'-4" 3'-O" Ail - - - - - - \=/ - - - - - - - - - - - - - - - - a - - - - — — — — - - - - - - � — — — — — — — — — — — — ;r> IFj - .- (2) 2X8 H DR % 2X 8 DN. HOHyE,IG II I aLNQoGdulaM. l�1 aLL�CL�9 m`tfa �mo��m ' �. n ' 5'-3" 5-O" NEH NEN nQ%m@31E mw[E ML co — BATHI EW 7 HVAC STOP, NEH ATTIGO5DF HD II HALL N I 5'-O.. 11 5._6.. IO" 2°x68 MILE] I _ p \ II `' e A I 2x10 R.R. @ 16" O.G. — ,�` •�- I 2x12 G.J. @ I O.G. 2x10 R.R. 16 O.G. ,Y�O ., co (^�" 2x12 G.J. O.G. j NEH NEW I i OFFICE REG. \ - - - - - - - - - - ROOM - - - - - - X HOMO 12 112-I I I W 05-II-22 155UED FOR PERMIT5 I II 11 II I W _ (2) 2X10 HDR (2) 2XIO HDR II L — — — — — — — - - - A A A . W 12'-0" 6'-8" UP 25'-4" X W E � tsc XIST. EX15T. EXIST. I EX15T. ALE: II II it II II II NOTE: I I 8905.1.1 UNDERLAYMENT. IJOERLAYMENT 5HALL COMPLY WITH A5TM D 22(b,TYPE L - -1 — — — — — — — — — — — — — — IORA5TMD486Q,TYPE 1811. - - - - - - - - - - - - - - - - - - - - R905.12 ICE BARRIER. AN ICE BARRIER THAT GON515T5 OF AT LEAST TWO TYPICAL ROOF: A5PHALT LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A NEW ADDITION EXISTING CON5TRUTION SELF ADHERING POLYMER MODIFIED BITUMEN SHEET SHINGLES RATED FOR 130 MPH 51{ALL BE U5ED IN PLACE OF NORMAL UNDERLAYMENT WIND EXPOSURE BY GERTAINTEED AND EXTEND FOR THE LOWEST EDGES OF ALL ROOF OR EQ. ON #30 FELT PAPER 5URFACES TO A POINT AT LEA5T 24" IN51DE THE OVER 5/8" PLY WD 5HEATHING EXTERIOR WALL LINE OF THE BUILDING. TYPICAL � T.O. EXISTING RIDGE T.O. RIDGE EL: 27'-5 " EL: 26-2" 12 12 z NOTE: NEW ICE SHIELD MIN. 24" O— UP FROM IN51DE OF EXTERIOR 0G ?X/ WALL A5 PER '5105.1.2 2X4 GT 0 32" o R NEW ATTIG 0c Q T.O. HALLw � � J U } W) EL: ISI'-4 R38 IN50L. F—+ 6 2X12 GJ @ I6" w Q Q SIDING 16 O.G. Q z I" RIGID IN5ULATIO'N O 15# E3UILDIN6 PAPER NEH NEH 15 OSB SHEATHING OFF I GE REG v LH RQ INSUL 2x 0 tV 2�:4 STUDS m I6" O.G. ROOM. x10 R ATTIC,I6" .G. O O Q 2ND FLOOR EL: II'-5" GP WI 80 14" TJI ® I6" O.G. 2x&,t ® 11611 O L t 0 T.0 WALL O EL: 10'-0" VENTED VINYL SOFrYFIPT 130 SIDING NEH C� I" RIGID INSULATION f HOME NEH I5# BUILDING PAPER j THEATER LAUNDRY EX. KITCHEN EX. BEDROOM #2 1/2" 055 5HEATHINE7 G RI'.5 INSUL NEW " T46 a a 2x4 STUD5 0 16" C.G. 5U15FLOOR IST FLOOR NEW 2x10 FJ ® I6" O.G pG30JL�C�4#o 20-033 EL: 2'-1" FIN. GRADE (VARIES) NEH EL: O'-O" (3) 2x12 GIRDER GRAHLEXISTING C�LaD° G���C�o PROJECTS-21-033 SPACE GRAHL SPACE NEW 13" REINFORCED I -g DG3G1�M�[n�0#o GONG. FOUNDATION 5�" 5TL. COL. (5GH. WALL. s NEW 1'-&" 40) ON 30"x30"x15" GONG. FOOTING P.G. FTG W/ #5 DAMP PROOFING TYF. REBAR @ 6" O.G. r- 3500 P51 A5 PER BOTH DIREGTION5. R402.2 OF 2015 I RG -F T r T _ J A PROPOSED SECTION SCALE: 1/4"= 1'-0" SGTM# b00- 22-5- NJ�LrJLr� L:10 C�l���lw9 /r,1o�oL".�o LaG3C�C�04C�C�4 ��� G30LaMOC3C� L�IMC�[�MC Q�MCG3G�C LaD9 �nl�I dem I I 1 1 o I ALIGN I ROOF / I I \\ \ 05-II-22 155UED FOR PERMIT5 2x12 GJ I6" O.G. \ \ \ v \ \ O \ \ cz \ \ T2x10 RR ® 16" O.G. 2x10 RR 16" O.G. \ \ z � PROPOSED ROOF PLAN w LIJ OL LH w � O O 00 a � o0 o � c� a a a pQ�e���1J#o 20-033 PROJEGT5-21-033 DG3LQ�1i �MC�#o � 0F9 SGTM# bOO- 22-5-1� kt, 24" VINYL LOUVER eJC�C�G� La° m%Gi mo lu°Ca° QG3C�C�]�4LC�4 12 12 T.O. WALL 6 Q 6 EL. 28'-2" PLUM. GLAD ��5 G30CaL1`IOG� LaMG(�]ML RAKE TYP. G3�MC�G3[RIC�QDD 9 Grl�'I 9 9 g0� 6 39.T2W0(B&° E TECTUL ROOF7G ROOFI 5HINOLE5 L�o CONCEAL 'FLA5CC k HINha m�i-_ �a'da T.O. WALL �'r�U ��C EL. IT-44" C) , 4 16 ALIGN / ROOF A A / A - TW 46 / Orl r N / / / T.O. WALL / EL. 11'-5 WALL UNBUIEo .O. EL. 10'-0" 05-II-22 155UED FOR PERMITS L�� � � © NEW VINYL SIDING A A A A 4" VINYL EXISTING CORNERS (TYP) EXISTING WINDOW 5L 15T FLOOR EL. 2'-1" I IL I 36" HIGH VINYL P05T AND RAIL PER 8311 � Z L - - cl PROPOSED REAR ELEVATION SCALE: 1/4"= l'-O" 4" V. THRU ROOF ARCHITECTURAL ROOF 5HI NOLESGONTI NUOU5 RIDGE VENT T.O. WALL EL. 28'-2" ry� ATTIG V z VENT 4" 501L O BATHROOM W La `— U > 111/211 I I/2" I2�� T.O. WALL w Q J I I ` EL. 19'-4 j" Q 0 —1 5HOR/ 111 SECOND FLOOR � �n 11..1 G.O. EXISTIN EXISTIN \ � � O � 0 4 4" WINDOW WINDOW ` �— (� VENT-----,., 4" 501L PHDR KITCHENETTE BATHROOM KITCHEN \ T.O. WALL — .O. WALL I I/2 ( 1/2" I 1/2 1 1/2" SINK 2� EL. 10'-I IIO" 9 LAV. LAV. I I LAV. o °° W.G. W.G. 015H (F.A.I. 5H0 ER ASHE FIRST EXISTIN EXISTING XISTING EXISTIN a FLOOR WINDOW WINDOW WINDOW WINDOW pG�OdL�C�4#o 20-033 4 4.. 4.. G.O. G.O. 4 5ANITARY LINE TO EXI5TINC7 APPROVED 5GHD 15T FLOOR 4" 5EPTIG SYSTEM EL. 2'-1" XHGI WAD ME. PROJEGT5-21-055 HOUSE TRAP UNFIN15HED — BA5EMENT — — — I II � — I PLUMBING RISER DIAGRAM 3 PROPOSED RIGHT SIDE ELEVATION 2 SCALE: SCALE: SGTM# bOO- 122-3- �