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HomeMy WebLinkAbout20220346 15 Franklin Carriage House Renovation Plans EE-E -IX log—--—--—--—--—--—-- Hl nag DOOR WSE-OVED COVERING OVER .—EkpING EXTERIOR SPACE E.MNEYTOK MISSINOSRICKTO BE 1 REMOVED REPLACED®"p­ S-WN6 Lu EXISTING REAR(SOUTH)ELEVATION o 771 1 TO BE REMOVED AND ED— Lij -j ZN o aF 0 GETTING... < Lu 3: u START GATE: -N-RP-A--RED STAMP TOP OFEECOND FLOOR --------------------- ------- DATE: 417/22 FILE;;;; rPAGE-C-ON-TE-------- JEXISTING BUILDING ELEVATIONS TOP OFFlRST BOOR EYJ ANDIRIM TO PAPER SIZE: SCALE: G!I'SFTT!�, 7 FRONT(NORTH)ELEVATION REMO DTO-VERHEN TE-GFM C 18'x24' AS SHOWN A5 O g � O CONSTRUCTION TYPE: VB ( ) Q w ,p co w � z STAIR NOTES AS APPLICABLE): z b W z o 0 CARRIAGE HOUSE REMODEL W (D0� z wwzQU) FD DESIGN PROVISIONS...........2020 RESIDENTIAL CODE OF NEW YORK STATE R311.7.1: WIDTH: STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE a w G w Q z v z o w 2020 ENERGY CONSERVATION CONSTRUCTION 15 F RAN KL I N ST. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT o a ,� g � D J w a o CODE OF NEW YORK STATE PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE ui w p o z Y z Q � 0 ui SARATOGA SPRINGS, NY 12866 } z ° zoo STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS w w� Z o u) o Q z w a DESIGN LOADS: THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27"WHERE HANDRAILS ARE PROVIDED ON v w>_ < w o o o Q OWNER: LIZ ISRAEL BOTH SIDES. _j O(6 a 0 w � � �C) Q w m W z z z U w LL w w ROOF...................................................50 PSF (SNOW) 15 PSF (DEAD) wa o = • z w Q w w _ cn m ATTIC (W/STORAGE).......................20 PSF EXCEPTION: THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.7.10.1 ' z�� o a zz o p z-U, w = Q ATTIC (W/O STORAGE).....................10 PSF 5o z m a o 11 = w u) _ = CEILING...............................................10 PSF (DEAD) INDEX R311.7.2: HEADROOM: THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN ' z m W Q Q J z 0 w FLOOR (SLEEPING)............................30 PSF (LIVE) 12 PSF (DEAD) 6'-8" MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR z ui w o az J° J w z z 1 z FLOOR (NON-SLEEPING)...................40 PSF (LIVE) 12 PSF (DEAD) G01 COVER SHEET AND NOTES SURFACE OF THE LANDING OR PLATFORM. - W-° z > o = o a o z G02 ADDITIONAL NOTES z ¢ 3 Q F_ z w >- � w STAIRS................................................40 PSF x y>- o U) Q w z HANDRAILS.........................................200 LBS (ANY POINT/DIRECTION) G03 ADDITIONAL NOTES R311.7.5.1: THE MAXIMUM RISER HEIGHT SHALL BE 8%4'. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF " Fe o � D z o DECKS.................................................40 PSF (LIVE) Al EXISTING/DEMOLITION FLOOR PLANS STAIRS SHALL NOT EXCEEDED THE SMALLEST BY MORE THAN 3/8". OPEN RISERS ARE PERMITTED PROVIDED • } o ~ a Q o A2 PROPOSED FLOOR PLANS EXTERIOR BALCONY.........................60 PSF (LIVE) THAT THE OPENINGS LOCATED MORE THAN 30"AS MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW w Z 4 " w Q a = A3 BUILDING SECTION DO NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE. ❑ M w A4 BUILDING SECTION A5 EXISTING BUILDING ELEVATIONS WIND LOADS: EXCEPTION 1: THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL STAIRWAYS. } A6 PROPOSED BUILDING ELEVATIONS m BASIC WIND SPEED (3 SECOND) A7 LIGHT &VENT CALCS &WINDOW SCHEDULE EXCEPTION 2: THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH R311.7.10.1 GUST...........................................................115MPH IMPORTANCE FACTOR R311.7.5.2: THE MINIMUM TREAD DEPTH SHALL BE 9". THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF O Z (Iw)...............................................................1.0 STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN%". >> O HIGHEST POINT OF ROOF FRAMING NOTES: LL a (FT)...............................................................23.00' 1. STRUCTURAL FRAMING MEMBERS SHALL BE SPF#2 OR BETTER UNLESS R311.7.5.3: NOSING: THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/6". A O TOPOGRAPHIC FACTOR OTHERWISE STATED. NOSING NOT LESS THAN 3/4' BUT NOT MORE THAN 1%4' SHALL BE PROVIDED ON STAIRWAYS WITH SOLID 0 U (Kzt)..............................................................1.0 RISERS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". W %2 2. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO FLOOR JOISTS BEVELING OF NOSING SHALL NOT EXCEED '. OU p PRESCRIPTIVE METHOD SARATOGA COUNTY, NY ACCORDING TO NAILING SCHEDULE. ROOF AND WALL SHEATHING SHALL BE W NAILED ACCORDING TO NAILING SCHEDULE. EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11". 0Y LLI ENERGY STATEMENT = PRESCRIPTIVE FOR CLIMATE ZONE 5 .R311.7.6: LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY Q FENESTRATION MAXIMUM U-FACTOR - 0.30 3. SILL PLATES SHALL BE PRESSURE TREATED WOOD OR WOOD OF NATURAL 0 CEILING INSULATION = MIN R-38 CONTINUOUS, R-49 WHERE APPLICABLE RESISTANCE TO DECAY. EXCEPTION: A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP OF AN INTERIOR FLIGHT OF STAIRS, FLOOR INSULATION = R-30 OR INSULATION SUFFICIENT TO 4. FRAMING MEMBERS SHALL NOT BE CUT OR NOTCHED IN EXCESS TO: INCLUDING STAIRS IN AN ENCLOSED GARAGE, PROVIDED A DOOR DOES NOT SWING OVER THE STAIRS. FILL FRAMING CAVITY(R-19 MIN) BEARING WALL OR NON BEARING WALL MEMBERS: IRC R602.6. BASEMENT INSULATION = R-15 CONTINUOUS, R-19 CAVITY, FLOOR MEMBERS: RESIDENTIAL CODE OF 2015 IRC R502.8 EXCEPTION (R11.3.2): A TOP LANDING IS NOT REQUIRED WHERE A STAIRWAY OF NOT MORE THAN TWO OR R-13 CAVITY PLUS R-5 CONTINUOUS RISERS IS LOCATED ON THE EXTERIOR SIDE OF A DOOR, PROVIDED THAT THE DOOR DOES NOT SWING OVER `o WALL INSULATION = R-20 CAVITY OR R-13 PLUS R-5 CONTINUOUS THE STAIRWAY, FOR OTHER THAN THE REQUIRED EGRESS DOOR. 00 SLAB INSULATION - R-10 (2ft DEPTH) 5. PROVIDE SOLID BLOCKING FOR FLOOR JOISTS UNDER ALL INTERMEDIATE N CRAWL SPACE INSULATION = R-15 CONTINUOUS, R-19 CAVITY BEARING WALLS AND AT ENDS BY FULL DEPTH BLOCKING, PROVIDE BLOCKING THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE WIDTH OF THE STAIRWAY SERVED. EVERY w OR R-13 CAVITY PLUS R-5 CONTINUOUS EVERY 8' MAX. OF FLOOR JOIST SPAN. LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES MEASURED IN THE DIRECTION OF TRAVEL. Z 6. PROVIDE WOOD TRUSSES ABLE TO SUSTAIN THE STATED DESIGN LOADS. Q cn W TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR TRUSS DESIGN. R311.7.8: HANDRAILS: HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN RESIDENTIAL ENERGY STATEMENT OF TREADS OR FLIGHT OF STAIRS. HAVING 4 OR MORE RISERS. Q_ Z < 7. ENGINEERED WOOD PRODUCTS TO BE INSTALLED PER MANUFACTURERS LLI C/) � � TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT SPECIFICATIONS. R311.7.8.1: HEIGHT: HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE 0Z � N THIS STRUCTURE MEETS OR EXCEEDS THE ENERGY REQUIREMENTS OF THE TREAD NOSING, OR FINISHED SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT LI J J J 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE MORE THAN 38 INCHES g ALL WOOD INCLUDING POSTS LOCATED NEARER THAN 18" (12" FOR GIRDERS) . Q Q 0 AND CHAPTER 11 ENERGY EFFICIENCY OF THE 2020 RESIDENTIAL CODE OF Q Z O TO EARTH OR LOCATED ON CONCRETE PLACED ON EARTH SHALL BE PRESSURE � � NEW YORK STATE. R311.7.8.2: CONTINUITY: HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE Q � LLJ TREATED OR WOOD OF NATURAL RESISTANCE TO DECAY. � � C2 Q Z FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE Q w LL q LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL Q EGRESS REQUIREMENTS: 9. HEADERS ARE TO BE BUILT UP (PER CODE) IN FRAMED WALLS U � L � O U.N.O.-SUPPORT EACH HEADER W/DOUBLE TRIMMER STUDS WHERE OPENINGS POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN THE SILL HEIGHT SHALL NOT BE MORE THAN 44 INCHES ABOVE THE ARE 48"WIDE OR GREATER. 11" BETWEEN THE WALL AND THE HANDRAILS. FLOOR. 10. FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT R311.7.8.3: GRIP SIZE: REQUIRED HANDRAILS SHALL BE OF TYPE 1 OR TYPE 2 AS SPECIFIED IN THE 2015 IRC, START DAT ALL BASEMENT AND GRADE FLOOR EMERGENCY ESCAPE AND OPENINGS (BOTH VERTICAL AND HORIZONTAL). FIRE BLOCKING SHALL BE OR OF EQUIVALENT GRASPABILITY. RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF PROVIDED IN THE FOLLOWING LOCATIONS: R311.7T 5.0 SQ/FT. ALL OTHER EMERGENCY ESCAPE AND RESCUE OPENINGS A) IN CONCEALED SPACES OF STUD WALLS, INCLUDING FURRED SPACES, SECTION R303.7. .9: ILLUMINATION: ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ/FT. AT CEILING AND FLOOR LEVELS. CONCEALED HORIZONTAL FURRED SPACES SECTION SHALL ALSO BE FIRE BLOCKED AT INTERVALS NOT TO EXCEED 10 FT. BATTS OR e THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIRE BLOCKING. R311.7.10.1: SPIRAL STAIRWAYS: SPIRAL STAIRWAYS ARE PERMITTED, PROVIDED THAT THE CLEAR WIDTH AT B)AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND AND BELOW THE HANDRAIL IS NOT LESS THAN 26"AND THE WALKLINE RADIUS IS NOT GREATER THAN 241". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES. HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE EACH TREAD SHALL HAVE A DEPTH OF NOT LESS THAN 64"AT THE WALKLINE. ALL TREADS SHALL BE CEILINGS. IDENTICAL, AND THE RISE SHALL BE NOR MORE THAN 92". HEADROOM SHALL BE NOT LESS THAN 6'-6". THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE C) IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDv �+ 9.0 SQ/FT WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF BOTTOM OF THE RUN. GUARD NOTES (AS APPLICABLE): 36 INCHES. D)AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND 010 08392; FLOOR LEVEL, TO RESIST FIRE PASSAGE OF FLAME AND PRODUCTS OR 312.1.1-1 WHERE REQUIRED: GUARDS SHALL BE LOCATED ALONG OPEN SIDED WALKING SURFACES, COMBUSTION. INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30"ABOVE THE FLOOR OR NAILING SCHEDULE: PER R602.3(1) E) FIRE BLOCKING OF CORNICES OR A TWO-FAMILY DWELLING IS GRADE BELOW. REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. TOP PLATE TO STUD (END NAIL)..............................2-16D COMMON R312.1.2: HEIGHT: REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, DATE: 4/7/22 STUD TO SOLE PLATE (END NAIL)............................2-16D COMMON 11. JOISTS EXCEEDING A NOMINAL 2 X 12 SHALL BE SUPPORTED LATERALLY BY BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36" IN HEIGHT. STUD TO SOLE PLATE (TOE NAIL)............................4-8D COMMON OR 3-16D BOX SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1 X 3 STRIP NAILED FILE: DOUBLE TO PLATES...................................................10D BOX @ 12" OC ACROSS THE BOTTOM OF JOISTS PERPENDICULAR TO JOISTS AT INTERVALS EXCEPTIONS: DBL TOP PLATE LAP SPLICE......................................8-16D COMMON NOT EXCEEDING 8 FT. TOP PLATES LAPS (INTERSECTION)........................3-10D BOX 1: GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34". SOLE PLATE TO JOISTS OR BLOCKING...................16D COMMON @ 16" OC 12. PROVIDE FULL BEARING SUPPORT FOR ALL BEAMS (EX. 4X BEAMS PAGE CONTENT: CEILING JOISTS TO TOP PLATE (TOE-NAIL)............3-8D COMMON SUPPORTED BY(2)2X OR 4X POSTS, 6X/8X BEAMS SUPPORTED BY 6X/8X POST, 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE COVER SHEET CEILING JOISTS OVER PARTITION...........................4-10D BOX ETC). GUARD SHALL BE NOT LESS THAN 34"AND NOT MORE THAN 38" IN HEIGHT. AND NOTES CEILING JOISTS TO PARALLEL RAFTER..................PER R802.5.1(9) RAFTER TO TOP PLATE (TOE-NAIL)..........................3-16D BOX 13. HARDWARE IS TO BE"SIMPSON STRONG-TIE" OR EQUAL. R312.1.3: OPENING LIMITATIONS: REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING 1X BRACE TO STUD/PLATE........................................2-8D COMMON SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER. DRAFTER: ENGINEER: JOISTS TO SILL PLATE (TOE-NAIL)...........................3-8D COMMON SINGER NOLAN RAFTER TO RIDGE, HIP OR VALLEY(TOE-NAIL).....4-16D BOX EXCEPTIONS: RAFTER TO RIDGE, HIP OR VALLEY(END-NAIL).....3-16D BOX PAPER SIZE: SCALE: RAFTER-TIES TO RAFTER..........................................4-8D BOX 1: THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIRS FORMED BY THE RISER, TREAD AND BOTTOM SUBFLOOR TO FLOOR JOISTS..................................6D COMMON @ 6--OC EDGE 12" OC FIELD RAIL OF A GUARD SHALL NOT ALLOW THE PASSAGE OF A SPHERE 6" IN DIAMETER. C (1 8"X24") AS SHOWN WALL SHEATHING TO STUD......................................6D COMMON @ 6" OC EDGE 12" OC FIELD ROOF SHEATHING TO RAFTER/TRUSS....................8D COMMON @ 6" OC EDGE 12"OC FIELD 2: GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE SHEET: 4$" IN DIAMETER. r 0 O g � O FOUNDATION NOTES: PLACING CONCRETE CONTINUED: GENERAL NOTES CONTINUED: Q w w z Z_ Nw (n (nz00 w QI U' Q^p z w w z Q (n U) 1. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC TIE HOLES LEFT BY WITHDRAWAL OF RODS OR THE HOLES LEFT BY REMOVAL UNLESS SPECIFIED, ALL ROOM FINISHES, APPLIANCES, FIXTURES, HARDWARE, a 0 w s w Q z v z o w MATERIALS AND STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW OF END OF TIES SHALL BE FILLED WITH MORTAR. FOR HOLES PASSING TRIM AND ARCHITECTURAL DETAILS ARE TO BE DETERMINED BY OTHERS AND o a M1 g U J w a o 0 THE FINAL GRADE. ENTIRELY THROUGHOUT THE WALL, A PLUNGER TYPE GREASE GUN OR OTHER INSTALLED ACCORDING TO ALL BUILDING CODES AND THE MANUFACTURERS w o o Z of o LL J u)a 0- DEVICE SHALL BE USED TO FORCE THE MORTAR THROUGH THE WALL PRODUCT INSTALLATION INSTRUCTION. Z Z o o Q o w a 2. SOIL BEARING PRESSURE ASSUMED TO BE 2500 PSF. STARTING AT THE BACK FACE. Z < � a o Q z INSTALL 1/2" GYPSUM ON WALLS AND CEILING. INSTALL MOISTURE RESISTANT :3 0( a 0 w >_ F- Q v Q w a J W z z z U w LL w w 3. ANY FILL UNDER GRADE SUPPORTED SLABS TO BE A MINIMUM OF 4" GRANULAR ANY CONCRETE WORK NOT FORMED AS SHOWN ON THE PLANS OR FOR ANY GREENBOARD GYPSUM IN ALL BATH, KITCHEN, AND OTHER WET AREAS. a o = . z w Q w w — U) 00 � zUw (n MATERIAL COMPACTED TO 95%. REASON IS OUT OF ALIGNMENT OR LEVEL OR SHOWS A DEFECTIVE SURFACE z Lnu � S a zz o o c5 a = Q SHALL BE CONSIDERED AS NOT CONFORMING WITH THE INTENT OF THESE ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE STATE AND LOCAL ' w= z � o " = w U) _ = SPECIFICATIONS AND SHALL BE REMOVED FROM THE JOB BY THE BUILDING CODE REQUIREMENTS. DETAILS OF CONSTRUCTION UNLESS NOTED Z m W Q > J u)0 w 4. CONCRETE: Z J Q of Q z = w CONTRACTOR AT HIS EXPENSE UNLESS THE ENGINEER GRANTS PERMISSION OTHERWISE SHALL BE PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. Z ui L o aw 0 w z Q z BASEMENT WALLS & FOUNDATIONS NOT EXPOSED TO WEATHER: 3000 PSI - a Q¢ W z o 0 J BASEMENT & INTERIOR SLABS ON GRADE: 3000 PSI TO PATCH THE DEFECTIVE AREA WHICH SHALL BE DONE IN ACCORDANCE W E-0 z > 0 z — a 0 z WITH THE FOLLOWING PROCEDURE. PERMISSION TO PATCH ANY SUCH AREA CONTRACTOR SHALL PERFORM ALL MISCELLANEOUS REMOVALS, MODIFICATIONS, z =Y>- o w Q = w z w BASEMENT WALLS & FOUNDATIONS EXPOSED TO WEATHER: 3000 PSI ❑ v_ry w Z 0 Q SHALL NOT BE CONSIDERED A WAIVER OF THE ENGINEERS RIGHT TO REQUIRE CONSTRUCTION AND CLEAN-UP REQUIRED TO COMPLETE THE GENERAL SCOPE OF o z o 5. CONCRETE SIDEWALKS TO HAVE TOOLED JOINTS AT 5' O.C. (MINIMUM) COMPLETE REMOVAL OF THE DEFECTIVE WORK IF THE PATCHING DOES NOT, THIS PROJECT. • u� } z m o a z 0 IN HIS OPINION, SATISFACTORILY RESTORE THE QUALITY AND APPEARANCE w � M m Q w 6. REINFORCED STEEL TO BE A-615 GRADE 40. WELDED MESH WIRE TO BE A-185. OF THE SURFACE. NO SITE INSPECTIONS DURING CONSTRUCTION ARE TO BE MADE BY THIS OFFICE. ❑ M w CONTRACTOR TO BE RESPONSIBLE FOR MATERIALS AND WORKMANSHIP. 7. COVER ENTIRE CRAWLSPACE WITH 6 MILL BLACK"VISQUEEN"AND EXTEND UP IF APPLICABLE THE COMPRESSIVE STRENGTH OF EXISTING CONCRETE SLAB SUBSTITUTIONS FOR MATERIALS SPECIFIED TO BE MADE WITH PERMISSION OF } FOUNDATION WALLS TO P.T. MUDSILL. (f' c)=2500 PSI MINIMUM LOCAL BUILDING DEPARTMENT. m 8. PROVIDE A MINIMUM OF 1 SQ. FT OF VENTILATION AREA FOR EACH 150 SF OF STEPPED FOOTING TO BE INSTALLED PER SITE REQUIREMENTS. MINIMUM 24 CONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CRAWLSPACE AREA. VENTS ARE TO BE CLOSABLE WITH OPENINGS IN CORROSIVE INCHES DOWN AND 48 INCHES OVER. BUILDING, ELECTRICAL, MECHANICAL, SANITARY AND ENERGY CONSERVATION 0 CODES, STATE AND/OR LOCAL. 0 > 0 RESISTANT SCREEN. POST NOTICE RE: OPENING VENTS ARE FOR ELECTRICAL > � PANEL. STEEL REINFORCEMENT LL D_ CONTRACTOR TO BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, 0 SEQUENCES OR PROCEDURES AND SAFETY PRECAUTIONS AND 9. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR 1. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM NEW BILLET STEEL, TECHNIQUES, p U PROTECTED WITH #55 ROLL ROOFING. GRADE 60, DEFORMED BARS, IN ACCORD WITH STANDARD SPECIFICATIONS ASTM A 15 LATEST EDITION. PROGRAMS IN CONNECTION WITH THE WORK. 0 W � p 10. PROVIDE CRAWLSPACE DRAIN AS PER CODE. THE CONTRACTOR/OWNER SHALL PERFORM EXPLORATORY EVALUATION TO LLJ 2. STEEL REINFORCEMENT SHALL CONSIST OF FURNISHING AND PLACING BAR DETERMINE ACTUAL FIELD CONDITIONS AND NOTIFY THE ENGINEER OF HIS IY 11. DAMP PROOF BASEMENT WALL BEFORE BACKFILLING, PROVIDING A 4" FINDINGS TO ALLOW FOR DESIGN CHANGES PRIOR TO ACTUAL FOUNDATION AND STEEL OR STEEL FABRIC REINFORCEMENTS AS SHOWN ON THE PLANS AND PERFORATED DRAIN TILE BELOW THE TOP OF THE FOOTING. REQUIRED BY THE CONTRACT.REINFORCEMENT IN FLOOR SLABS PLACED ON CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR/OWNER Q EARTH THE REINFORCING SHALL BE SUPPORTED BY MASONRY BLOCKING OF TO DEVELOP THE NECESSARY FOUNDATION SOIL TO SUSTAIN THE LOADS DESIGN p A SOILS ENGINEER EXPERT TO INSPECT AND VERIFY SOIL CONDITIONS PRIOR OF 2 TONS PER SQ/FT AND TO HIRE TO POURING OF FOUNDATIONS. THE 12. DAY STRENGTH AND NOT BEFORE STRUCTURAL FLOOR FRAMING (INCLUDING PROPER HEIGHT TO INSURE THAT THE REINFORCING MATERIAL WILL BE PLACED IN SUB-FLOOR) IS IN PLACE (FRAMING MUST BE FULLY NAILED AND ANCHORED). THE CENTER OF SUCH SLABS. WHERE WIRE MESH IS USED IN FLOOR SLABS, IT CONTRACTOR, BUILDER OR OWNER SHALL NOTIFY ENGINEER S. ANY UNUSUAL SHALL BE 6" BY 6"/#6 X#6 GAUGE WELDED WIRE. ALL MESH SHALL BE LAPPED A 13. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3500 PSI AT 28 DAYS FOR ALL SITE CONDITIONS WHICH MAY EFFECT THE FOUNDATION, DRAINAGE OR CONCRETE. MINIMUM OF 6 INCHES. UNLESS THE PLANS SHOW SPECIFIC SPACING, THE STRUCTURAL MEMBERS INCLUDING REQUIREMENTS FOR ADDITIONAL DEPTH OF MINIMUM CLEAR SPACING BETWEEN THE EDGE OF THE BARS AND THE EXTERIOR SURFACE OF ALL POURED CONCRETE SHALL BE 1-1/2 TIMES THE MAXIMUM FOOTINGS, UNSTABLE SOIL CONDITIONS AND HIGH GROUND WATER TABLE. 00 14. CONCRETE SHALL BE AIR ENTRAINED AND SHALL BE PLACED IN ACCORDANCE NOMINAL SIZE OF THE CONCRETE AGGREGATE. HOWEVER CLEAR SPACING SHALL Lu N WITH ACI 318-11 LATEST EDITION. NOT BE LESS THAN 3"WHEN THE CONCRETE IS CAST AGAINST EARTH. IF FOR ANY THE CONTRACTOR/OWNER SHALL REQUEST LOCATION OF ALL UNDERGROUND c/) REASON, REINFORCING STEEL HAS TO BE PLACED CLOSER THAN 1-1/2 INCHES TO UTILITIES PRIOR TO ANY DIGGING. Z 15. FORMS SHALL CONFORM TO THE SHAPE, LINES GRADE AND DIMENSIONS ANY FORM, THE CONTRACTOR SHALL OBTAIN THE ENGINEER'S APPROVAL OF O cn w INDICATED ON THE DRAWINGS. THEY SHALL BE SUBSTANTIAL AND SUFFICIENTLY THE CONTRACTOR SHALL INDEMNIFY THE OWNER AND HIS AGENTS THROUGH TIGHT TO PREVENT LEAKAGE OF MORTAR, AND SHALL NOT DEFLECT UNDER THE SUCH PLACEMENT BEFORE THE POUR IS MADE. ADEQUATE INSURANCE COVERAGE AGAINST ANY CLAIMS ARISING FROM INJURIES Q= Z_ WEIGHT OF THE WET CONCRETE OR CONSTRUCTION LOADS. THEY SHALL BE DURING CONSTRUCTION, OR FAILURE TO MAINTAIN SAFE CONDITIONS ON THE ~ cn PROPERLY BRACED OR TIED TOGETHER SO AS TO MAINTAIN POSITION AND SHAPE, GENERAL NOTES: CONSTRUCTION SITE. V, Z c/) N AND INSURE THE SAFETY OF WORKMEN AND PASSERBY. DESIGNED IN ACCORDANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK Q w J Q J STATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, OWNER OR BUILDER OF THIS _ O 16. IF APPLICABLE, CONCRETE POUR FOR THE HOUSE FOUNDATION AND THE STRUCTURE TO NOTIFY THE ENGINEER OF ANY DEVIATION FROM THESE DRAWINGS. p Z O GARAGE FOUNDATION ARE TO BE A CONTINUOUS POUR WHERE MEET. Q ~ LLJ DIMENSIONS TO, OF, AND IN EXISTING STRUCTURE (IF APPLICABLE) SHALL BE THESE PLANS COMPLY WITH ALL THE CODES, PROVISIONS AND INTENT OF THE NEW � < Z 17. CONCRETE CONSTRUCTION JOINTS ARE TO BE INSTALLED EVERY 100' MAXIMUM VERIFIED IN FIELD BY CONTRACTOR. YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE PURSUANT TO Q W Q DO NOT SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY AROUND THE BASEMENT WALL PERIMETER TO AVOID WALL CRACKS. ARTICLE 2 OF THE ENERGY LAW. LOCAL CODE REQUIREMENTS SHALL TAKE U Q � O DISCREPANCIES IN DIMENSIONS BETWEEN EXISTING CONDITIONS AND/OR PRECEDENCE WHERE DISCREPANCIES OCCUR. PLACING CONCRETE: ARCHITECTURAL DRAWINGS AND THE STRUCTURAL DRAWINGS. ANY ERRORS, OMISSIONS OR DISCREPANCIES IN THESE PLANS SHALL BE START DATE: PLACING CONCRETE BEFORE INITIAL SET HAS OCCURRED, AND IN NO EVENT DO NOT CHANGE SIZE OR SPACING OF STRUCTURAL ELEMENTS. REPORTED IN WRITING TO THE ENGINEER BEFORE START OF CONSTRUCTION AND AFTER IT HAS CONTAINED ITS WATER CONTENT FOR MORE THAN ONE HOUR. SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. . STAMP:,,. PLACE ALL CONCRETE ON CLEAN, DAMP SURFACES, FREE FROM WATER, OR DETAILS SHOWN ARE TYPICAL, SIMILAR DETAILS APPLY TO SIMILAR CONDITIONS of NE;V }- UPON PROPERLY CONSOLIDATED FILLS, BUT NEVER UPON SOFT MUD, DRY UNLESS NOTED OTHERWISE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209. '� �D E. ©� POROUS EARTH, OR FROZEN GROUND. co , 0 DIMENSION AND NOTES THAT INCLUDE THE WORD"TYPICAL" REFER TO ALL HOLD HARMLESS THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER AND z� DEPOSIT CONCRETE CONTINUOUSLY AND AS RAPIDLY AS PRACTICAL UNTIL THE SIMILAR DETAILS UNLESS OTHERWISE STATED. UNIT OF OPERATION IS COMPLETED. THEIR AGENTS LOSS, DAMAGE, LIABILITY OR ANY EXPENSE ARISING IN ANY J THE NOTES ON THIS DRAWING ARE TYPICAL UNLESS NOTED OTHERWISE. MANNER BY THE INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES, p CONSOLIDATE ALL CONCRETE BY VIBRATION SO THAT THE CONCRETE IS INCLUDING SHALL BE THE STATE SCAFFOLDING ACT. . THOROUGHLY WORKED AROUND THE REINFORCEMENT, AROUND IMBEDDED BRACE BUILDING UNTIL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE THE ENGINEER SHALL NOT BE RESPONSIBLE FOR COMPLETED WORK. 83� ITEMS, AND INTO CORNERS OF FORMS, ELIMINATING ALL AIR OR STONE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: ROOF DECK, CONNECTION TO AR Q 9 POCKETS WHICH MAY CAUSE HONEY-COMBING, PITTING, OR PLANES OF EXISTING BUILDING. _ WEAKNESS. USE MECHANICAL VIBRATORS WITH A MINIMUM FREQUENCY OF CONTRACTOR IS TO FOLLOW ALL MANUFACTURERS PRODUCT INSTALLATION AND t. 5r ^t� 7,000 REVOLUTIONS PER MINUTE, OPERATED BY COMPETENT WORKMEN. USE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING INSTRUCTION. OF VIBRATORS AT MANY POINTS FROM 18 TO 30 INCHES APART FOR A 5 TO 10 DURING CONSTRUCTION AND SHALL PROVIDE ADEQUATE SHORING AND BRACING WHENEVER A VALUE OR SIZE IS IN CONFLICT THE MORE STRINGENT VALUE OR DATE: 4/7/22 SECOND DURATION. KEEP A SPARE VIBRATOR ON THE JOB DURING ALL DURING CONSTRUCTION AND COMPLY WITH ALL APPLICABLE SAFETY SIZE WILL APPLY. CONCRETE PLACING OPERATIONS. REGULATIONS. EXERCISE CARE IN PLACEMENT OF CONCRETE FOR SLABS OR GRADE OVER A CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF PROPOSED ENGINEER SHALL REVIEW ALL TRUSS SHOP DRAWINGS (IF APPLICABLE) PRIOR TO FILE:MANUFACTURING. VAPOR BARRIER. AVOID PUNCTURING OR TEARING VAPOR BARRIER DURING DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT TRANSPORTATION AND PLACEMENT. SHOWN ON THE DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR PAGE CONTENT: SUBSTITUTIONS ACCEPTED BY THE ENGINEER. THE PLACING OF CONCRETE SHALL BE CARRIED ON CONTINUOUSLY BETWEEN ADDITIONAL NOTES CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS. IF FOR ANY REASON IT THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR SHALL BECOME NECESSARY TO STOP THE PLACING OF CONCRETE AT PLACES CONSTRUCTION SAFETY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OTHER THAN THOSE INDICATED ON THE DRAWINGS, SUCH PLACES SHALL CONSTRUCTION SAFETY. HAVE THE APPROVAL OF THE ENGINEER AND THE MANNER OF MAKING THE DRAFTER: ENGINEER: JOINT SHALL BE APPROVED. EXTRA REINFORCING MAY BE REQUIRED IF ALL PLUMBING, HVAC, ELECTRICAL, AND FIRE SYSTEMS ARE BY OTHERS. II ADDITIONAL CONSTRUCTION JOINTS ARE USED. LOCATIONS, DESIGN AND INSTALLATION OF ALL NOTED ABOVE ARE TO BE M SINGER NOLAN COMPLETED BY LICENSED INDIVIDUALS ACCORDING TO ALL BUILDING CODE AND PROVIDE ADEQUATE PROTECTION AGAINST RAIN, SLEET, AND SNOW BEFORE THE MANUFACTURERS PRODUCT INSTALLATION INSTRUCTION. 9 :. i o PAPER SIZE: SCALE: AND DURING PLACEMENT AND FINISHING OF CONCRETE. PROVIDE ADEQUATE C (1 8"X24") AS SHOWN PROTECTIVE MEASURES TO MAINTAIN THE TEMPERATURE OF THE CONCRETE ALL DOORS AND WINDOWS TO BE INSTALLED ACCORDING TO THE AS SPECIFIED. MANUFACTURERS PRODUCT INSTALLATION INSTRUCTION. SHEET: G02 O g � O w6C7 00 O' Z Q Z w w w z 0 0 w (D C7 p^p z W W Z Q (n FD FRLSUMFTIWE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa Q W in z Q Z U Z ~ CLASS OF MATERIAL LOAD-BEARING DESIGN WIN[] PRESSURE FOR E7C7ILE�RICR ALSa . z J a LL PRESSURE ounds per uare footCOMPONENTSCLAMING lI • a Z N o �1 Z Q crysmenta bedrocfoliated rock 2,OO Wa O N z 0 O 0 J Z LL d EFFEO'IILE WIND PRESSURE 4t1ND PRESSURE N to� z O � O Q Z ROOF ROPE SURFACE AREA it1:WARC1 SURFACE AWAY FROM 0 z >_ � O Sand ravel and/or ravel GW and GP 3,900 I..a1 (Pi rSURFhCE Ipea1 `t U LL Z oQ \ Wa O � � O z sand,silty sand,clayey sand,silty gravel and clayey gravel 2,000 5a! 1 �I A �I 7 ., s Q SW,SP,SM,SC,GM and GC 10 10 14 6 ROOF J Z Z } U W U w W Clay,sandy clay,silty clay,clayey silt,silt and sandy silt 1,5o0b ZONE: 1 20 10 14 2 W Ll J w Z LL Q W W LL w ED JCL,ii and CH 1L 1 _ • Z U W (A ROOF 5C} 10 13.7 w r o M 0 1Y - - W For SI: 1 pound per square foot-6.0479 kPa. Z x a � 0 LL W Z U) ion 10 13-3 a to a 0 a Z O 0 U d H 2 W > 2 W 2 a.When soil tests are required by section R401.4,the allowable bearing capacities of the soil shall be part of the recommendations. 10 lip 2¢4 � Z— LI1 w ~ > I— J (A 0 W ZONE 2 20 10 21-8 O O O i QQ � QZ = w b.Where in- lace soils with an allowable bearing capacity of less than 1,.506 sf are likely to be resent at the site,the allowable bearing capacity shall be ''F EDGES 5(? 10 18.4 O O O Z W W 0 O O W Z Q >> Z P 9 P tS' P Y P 9 P Y Ha Z Z J > (determined by a sails investigation. 1C'10 1{5 15-$ _ 0 z � 0 0 O [1 0 0 Zit 10 0 21.0 z =Y?- o QHDU) z W a r° ROOF OVERHANG 20 0 20.6 GRADE � v_I1:� z cn Q O w Q U) 50 o 20.1 �ofn � � zo >_ Of AT ROOF EfF ES 100 0 19-8 a a a a • n } z w 0W U d Q 0 10 10 36.6 w �[ Q W ENERGY NOTES: ZONE 3 20 10 36.5 BUILDING LENGTH BUILDING LENGTH Z MMi 3 ROOF CORNERS 54 10 22.1 OR WIDTH OR WIDTH r 100 10 15-8 CAULK ALL EXTERIOR TOE PLATES WITH LATEX CAULK. 10 0 34.6 GABLE ROOF FLAT/SINGLE ZONE 20 in2.7.1 SLOPED ROOF } ROOF OVERHANG 50 0 17.3 m CAULK ALL WIRE AND PIPE HOLES WHERE THEY PENETRATE ALL UPPER AND LOWER EXTERIOR AT ROOF CORNERS 1O0 0 10-0 Y PLATES. EXTERIOR WALL ELEVATION COMPONENTS AND CLADDING WALL WIND PRESSURE 10 14X 15.8 � ZONE DESIGNATIONS. Z ZONE 4 20 13.9 15-1 SCALE:NONE O 0 SEAL ALL JOINTS IN HVAC DUCTS W/LEAKAGE NO MORE THAN 3%. 3" FIBER MESH TAPE SHOULD WALL 50 13.0 14.3 BE USED ON ALL COLLAR TO PLENUM CONNECTIONS AND ALL GAPS THAT ARE 1/4" OR WIDER. 10a 12-4 13-s 0- 540 10-9 12.1 NOTE: a = 10% OF LEAST HORIZONTAL DIMENSION OR 0.4 x ROOF HEIGHT, LL 0- INSULATE DUCTS WITH R-6.5 OR GREATER. NA 10 14.6 19_5 WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST O W' TONE - 20 13.9 18.2 HORIZONTAL DIMENSION OR 3 FEET. FOAM INSULATE BETWEEN ALL EXTERIOR WINDOW AND DOOR EDGES AND ROUGH OPENING WALL c°�NEr - s° 13-0 16-5 � W 100 12.4 15,1 LU FRAME. USE NON-EXPANDING FOAM iGRACE/POLY-CELL ONE OR EQUAL). 51i 10,g 12-1 O 0 TRUSS IDENTIFICATION SIGNAGE W PROVIDE BACK DRAFT DAMPER ON KITCHEN HOOD VENT, DRYER VENT, AND BATHROOM VENT. (ENLARGED FOR CLARITY) � W TRUSS IDENTIFICATION SIGNS REQUIRED FOR ANY TRUSS TYPE CONSTRUCTION, WIND LOAD DATA FOR COMPONENTS AND CLADDING INSULATE ALL HOT WATER PIPES. INSTALL WRAP KIT ON WATER HEATER. PRE-ENGINEERED WOOD CONSTRUCTION WOR TIMBER CONSTRUCTION 0 STRUCTURAL COMPONENTS. SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE STRUCTURE OR IF NO ELECTRIC BOX EXISTS, AN APPROVED LOCATION DETERMINED BY AUTHORITY HAVING JURISDICTION. THE SIGN BATHROOM NOTES: SHALL BE ACCORDING TO NEW YORK STATE CODE AND SHALL READ AS FOLLOWS: V/R (ROOF FRAMING) THE CENTER LINE OF WATER CLOSET SHALL BE NOT LESS THAN 15" FROM ADJACENT WALLS/ .O PARTITIONS OR 15" FROM A TUB. A MINIMUM 21" CLEARANCE IS REQUIRED IN FRONT OF WATER °O CLOSETS (PER CODE). W N SHOWER COMPARTMENTS SHALL HAVE AT LEAST 1,024 SQ. IN. OF FLOOR AREA AND BE OF z SUFFICIENT SIZE TO ENCOMPASS A CIRCLE WITH A DIAMETER NOT LESS THAN 30"(PER CODE). Q Cn J THE WALL AREA ABOVE BUILT-IN TUBS HAVING SHOWER HEADS AND IN SHOWER < COMPARTEMENTS SHALL BE FINISHED WITH A SMOOTH, HARD, AND NON-ABSORBENT SURFACE W J � � TO A HEIGHT OF NOT LESS THAN 6'ABOVE THE FLOOR. IF GYPSUM BOARD IS USED AS A BASE 0 W Z C N_ OR BACKER BOARD FOR ADHESIVE APPLICATION OF TILE OR SIMILAR MATERIAL, IT SHALL BE A Q 0 i < J TYPE MANUFACTURED FOR THAT USE (PER CODE). ;' IM PROJECT LOCATION Q O LLJ CARRIAGE HOUSE 0� Q z * .., 15 FRANKLIN ST. Q W LL q SARATOGA SPRINGS, NY U Q � O ATTIC NOTES: WASHINGTON ST. ATTIC SPACES HAVING 30" OR GREATER VERTICAL CLEAR HEIGHT REQUIRE A MINIMUM 22"x30" START DATE: ATTIC ACCESS (PER CODE) r ADJACENT BUILDING ON SAME PROPERTY ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED s (3-UNIT APARTMENTS) STAY° pF N�irsr DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH }, SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR C-0� � E• /�a ', SNOW. THE NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE SPACE OR 1/300 Ca PROVIDED AT LEAST 50%AND NOT MORE THAN 80% OF THE REQUIRED VENTS ARE IN THE UPPER PORTION OF THE AREA AT LEAST 36"ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE PROVIDED BY EAVE OR CORNICE VENTS OR THE VENTILATION MAY BE 1/300 IF A 1 PERM VAPOR BARRIER IS INSTALLED ON THE WARM SIDE OF THE CEILING (PER CODE). MECHANICAL VENTILATION: I Q' WHERE THE AIR INFILTRATION RATE OF A DWELLING UNIT IS 5 AIR CHANGES PER HOUR OR LESS WHERE TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCH W.C. IN ACCORDANCE WITH - -. DATE: 4/7/22 SECTION N1102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED WITH A WHOLE-HOUSE •�` MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1507.3 / FILE: TABLEM1507.3.3(1) ' PAGE CONTENT: CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS ' DWELLING UNIT NUMBER OF BEDROOMS GRAND AVE. � ADDITIONAL NOTES LOOR F AREA 0-1 2-3 14-5 16-7 >7 (square fleet) Airflow in CFM - <1,500 30 45 60 75 90 1,501-1,000 45 60 75 90 105 3,001-4,500 60 75 90 105 120 DRAFTER: ENGINEER: 4,501-6,000 75 90 105 120 135 1 7,500 90 105 120 135 150 SINGER N O LAN >7,500 105 120 135 150 165 Far S7 1 square font-b agz9 m2,1 cubic foot per nunurr-0 O004719 mats N PAPER SIZE: SCALE: AERIAL VIEW C i8"X24") AS SHOWN SCALE: N.T.S. SHEET: G03 O g � O COVERED EXTERIOR SPACE BETWEEN wbz � z LEGEND - Q z " W uj Z z ° ° PROJECT &ADJACENT BUILDING W N z°�a � I w z � w r---------------------�----- ca Z � D � of a w ------------------------ a Nw w Q z U z O w a EXISTING WALL TO REMAIN - #Z N o Y z Q W ° Lw \ I I c==-=== WALL TO BE REMOVED w 0} o w ° O o Q `r----- - - - - - - ------------------------------------------------------------ w Z Z z U W uw QW I W a J W z W UJ LL (n EXISTING DOOR TO REMAIN > 10 uj Z'_ 2 p Q z U = Q 1—LL 1—J—LL1� I I w� Z azO ui= w co a = � � ZJmw � OQHJ (nUW FLOOR SHEATHING TO BE I // II DOOR TO BE REMOVED Z o a a ? o z o o a 0 0 II W -OZ � ° z oz ` STAIRS TO BE REMOVED IN REMOVED AND REPLACED i' I u x >- o z z2YW Z U) < W ZU W ENTIRETY-SEE PROPOSED I ° o i D z wp >_ Ir PLAN FOR FLOOR INFILL , ' I • u� } z Law v a Iz' Mm Q w BEAM TO BE REMOVED w ` b RIDGE BOARD ABOVE ' \\ 0 ? ------ o------ GENERAL NOTES 00 r- w ---------------�\\ HIP ABOVE Y FLOOR JOISTS BEAf2ING ON 1-- @ ��� ALL WINDOWS TO BE REMOVED Z BEAM TO BE REMOVED AND Of 0-1 AND REPLACED (EXISTING R.O. 1. ALL BRICKS ARE TO BE REMOVED AND SALVAGED FOR Q O REPLACED W{'(2)2X8 JOISTS F- F- � I TO BE REUSED, U.O.N.) REUSE. TO BE APPROVED BY DESIGN REVIEW COMMISSION. Of of CEILING FRAMING AND \ I 2. AFTER REMOVAL OF BRICKS, EXISTING CONDITION OF O BEADBOARD FINISH ABOVE X X X I SHEATHING TO BE EVALUATED FOR REUSE. REPLACE 0 () N N N TO BE REMOVED, TYP. BOARDS AS REQUIRED. � � ALL BRICKS TO BE REMOVED O W AND SALVAGED FOR REUSE () 0 3. EXISTING BUILT-UP FLOOR (WHERE OCCURS) ON FIRST W FLOOR TO BE REMOVED DOWN TO SLAB. SEE BUILDING W SECTION FOR NEW FLOOR JOISTS, FLOOR INSULATION AND ANGLED LOWER ROOF I FLOOR SHEATHING. Q ABOVE 2X6 WALL FRAMING @ 16" 0 ' O.C. (BALLOON FRAMING -------------- L' ------------------------ ----------------------------- ---------- - 4. ALL WINDOWS TO BE REMOVED AND REPLACED. TO BE FROM BELOW)W/2X6 @ 16" O.C. LOWER ROOF FRAMING I APPROVED BY DESIGN REVIEW COMMISSION. ' I 5. ONCE EXISTING SECOND FLOOR FRAMING IS FULLY EXPOSED, L_--------------------- ----------------------J ENGINEER TO BE NOTIFIED FOR FURTHER SITE VERIFICATION. 00 LLJ N 2 EXISTING / DEMO SECOND FLOOR PLAN c/) } z Al SCALE: 16 = 1'-0" COVERED EXTERIOR SPACE BETWEEN ACCESS TO ADJ. BLDG O 0 �J N PROJECT &ADJACENT BUILDING BASEMENT = z < Lu C/) � � DOOR TO BE REMOVED-SEE r��� CHIMNEY TO BE REMOVED Q w z N FPROPOSED PLAN FOR INFILL I _ 0 i Q J L 0 ----------JL_-Ji ———————————————— —————— O z0 � ~a w Lu U- 0 z aU '� < o I� I I MECHANICAL EQUIPMENT & ELECTRICAL METER & I I IL- / UPI I I ASSOCIATED VENTING & ASSOCIATED POWER J� PIPING TO BE REMOVED TO BE REMOVED // I START DATE: ---- I — -------------------------�/ I STAMP . QF NE ———— I I WATER METER AND PIPING I I I I C6 �lD E. TO BE RELOCATED TO MAIN --- J I I BUILDING BASEMENT II II 11 I STAIRS TO BE i I U I I IL——————— — REMOVED IN I O I I L------- ENTIRETY I I bo I I FOUNDATION WALL TO REMAIN, �� 0835 cJ @ TYP O S IP EXPOSED STEPPED I I U) I I REMOVE INTERIOR WALL, TYP. FOUNDATION WALL- PROVIDE I I O BOTTOM PLATE WHERE I I 0 MISSING I I Lo I I I DATE: 4/7/22 w —————— CEILING FRAMING AND r � I I BEADBOARD FINISH ABOVE c`! I I I I ALL BRICKS TO BE REMOVED FILE: REMOVE OVERHEAD DOOR I I N I I I TO BE REMOVED, TYP. I AND SALVAGED FOR REUSE AND ALL ASSOCIATED HARDWARE I I I I I I PAGE CONTENT: BEAM ABOVE TO BE REMOVED- EXISTING / DEMOLITION AFTER SHORING FLOOR JOIST I ALL WINDOWS TO BE REMOVED FLOOR PLANS WORK- DAMAGED JOISTS TO BE AND REPLACED (EXISTING R.O. REPLACED W/(2)2X8 I TO BE REUSED, U.O.N.) DRAFTER: ENGINEER: ------- ------- ------- ...... — -- ---- SINGER NOLAN 2X6 WALL FRAMING @ 16" PAPER SIZE: SCALE: 1 EXISTING / DEMO FIRST FLOOR PLAN O.C. C (18"X24") AS SHOWN Al SCALE: 4" = 1'-0" SHEET: N Al CD 13'-10" 10'-2" 13'-8" m o x Lu 1M U J O z Lu zOO LEGEND Lu (5 z wwzQcnFD WI Q zN w cn NZ c� HJW Q �W �w Qzo Lu —o H D — 0 H 4hati3 Jwa0w SOW _jU) 50 CFM MECHANICAL VENT N o N Z Fn o o Q z a NEW I �� Z < � aoo ° oz EGRESS ,� ;O,- -0- RECESSED LIGHT FIXTURE Q c� w v Q w WDW 60W OR EQUILVALENT a o = W z LL Q w w LL cwn m � zUW co d H 2 32"X 42" ® HARD-WIRED, INTERCONNECTED r o w ? z "j v w SKYLIGHT DEN/OFFICE SD SMOKE ALARM z W Q Q ~ J z - w ABOVE zuiLu0 o LuzQ � z L J N ® HARD-WIRED, INTERCONNECTED z ¢ 3 Q 0 0 } O� w ® Ll DN cn Q w cn CO CARBON MONOXIDE ALARM ❑ 2 ry W ? v (D Q U) SD F LANDING SD • z o U a < 0- WINDOW/2668 2668 ,0. O BED#1 ® WI DOOR TAG-SEE � - 1 SCHEDULE z M m Qof M SD/CO A3 ❑ M 3 M IN 22"X 30" 266a ATTIC ACCESS- TV LOCATION MAY GENERAL NOTES 00 TV VARY 366a CL. Z 0 1. PER 2020 RESIDENTIAL CODE OF NYS SECTION R303.1 p 266a 266a S BED#2 EXCEPTIONS 1 &2, THE GLAZED AREAS NEED NOT BE INSTALLED �: SD IN ROOMS WHERE SECTION R310 IS NOT REQUIRED (EGRESS), A LL a WHOLE HOUSE VENTILATION SYSTEM IS INSTALLED PER SECTION O M1507 AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF Q () ,�- BATH #2 266a PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES (65 0 (09 O°0 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30"ABOVE BATH #1 O WALK-IN 0 o � THE FLOOR LEVEL. W 00 CLOSET 0� 1 ,(I, - 2. PER 2020 RESIDENTIAL CODE OF NYS R303.3 EXCEPTION, GLAZED O 0 �j'•- AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A Q o a z LuCL. LOCAL EXHAUST SYSTEM ARE PROVIDED. 6a -T:D 26 �, z_ [Al ----------- W4 3o I J 3. PER 2020 RESIDENTIAL CODE OF NYS TABLE M1505.4.4, BATHROOMS THAT DO NOT PROVIDE NATURAL VENTILATION o SHALL HAVE A VENTILATION RATE OF 20 CFM CONTINUOUS OR 50 5'-3" 8'-4" 16'-10" 6'-0" 1'-p" CFM INTERMITTENT. 00 1 4. EXHAUST AIR FROM THE BATHROOM SHALL BE EXHAUSTED w N 2 PROPOSED SECOND FLOOR PLAN A4 DIRECTLY TO THE OUTDOORS. c/) z A2 SCALE: 16" = l'-0" 5. ALL INTERIOR FRAMING 2x4 @ 16" O.C. LION. O W N 13'-I" 7'-2" 3'-2" 12'-10" Q 6. EXTERIOR SHEATHING BOARDS TO BE REPLACED AS REQUIRED = Z VER W/ PROVIDE 20 MIN. DOOR � FOR PLUMB AND SMOOTH FINISHED EXTERIOR WALL. w � � � NEW WINDOW AT EXISTING EQUIP WITH SELF-CLOSER (� J Z � N OPENING- INFILL EXISTING UNDERSIDE OF 7. BRICK TO TO BE CLEANED AND REINSTALLED AFTER LI J — W5 R.O. AS REQ'D STAIR ABOVE CONTINUOUS NEW WEATHER-RESISTIVE BARRIER HAS BEEN Q 0 -i < J PROVIDED OVER SHEATHING. O Q 0 o' a Lu 8. ALL EXTERIOR WALL HEADERS = (2)2x10 UNLESS NOTED Q Lu LL q Z DIFFERENT. ALL INTERIOR HEADERS = (2)2x8 UNLESS NOTED U O LAUNDRY 4oba OTHERWISE. \\0 W H N o\0 4oba 9. DOUBLE TRIMMER STUDS REQUIRED FOR OPENINGS 48"OR START DATE: GREATER IN EXTERIOR AND/OR BEARING WALLS UNLESS NOTED 00 FURN W D CL. NEW 2X6 WALL(1" MIN GAP IN OTHERWISE. KITCHEN ---------- FRONT OF FOUNDATION WALL) O Q - - 266a "' PROVIDE MIN. R-21 INSULATION 10. DIMENSIONS ARE TO ROUGH FRAMING. STAMP:: NEW L WHOLE-HOUSE 4 -q � 11. IF EXISTING FLOOR JOISTS ARE BROKEN (NOT CONTINUOUS)AND � �� E• ��fi VENTILATION SYSTEM NOT SUPPORTED BY A PROPOSED NEW WALL OR BEAM, CONTACT � 0 REF UP (2) 1.75"X 7.25" EXISTING 2X6 EXTERIOR WALL, ENGINEER. 2.0E LVL(FLUSH (3)2X4 POST ON TYP OR DROPPED) 12"X12"X1/2" INSTA- 12. SEE BUILDING SECTION FOR TREATMENT OF EXTERIOR WALL AT m FOOTING ON SLAB, TYP. SOUTH WALL FACING ADJACENT BUILDING. (2) 1.75"X 7.25" ® (ALT: 12"X12"X8"CONC. A3 2.0E LVL(FLUSH SD/CO FOOTING) 13. SEE BUILDING SECTION FOR NEW THICKENED SLAB AT NORTH �3929 8 OR DROPPED) ' AND SOUTH EXTERIOR WALL(NOT REQ'D AT EAST &WEST WALL). 2'-1" F -1 _ _ F -1 LIVING ROOM + �_� L J DINING SITTING DATE: 4/7/22 � 71 10 c� w o 0 3o6a CL. FILE: BATH #3 W2 W2 14'-I" 0 266a N PAGE CONTENT: °� 2'-5" 2'-5" ENTRY PROPOSED FLOOR ' FOYER UP 9'-0" V.I.F. W3 o PLANS Gc_- ) 08 U) Lu 3 6 6" 6 DRAFTER: ENGINEER: UP SINGER NOLAN PAPER SIZE: SCALE: 1 PROPOSED FIRST FLOOR PLAN A4 ', C (18"X24") AS SHOWN A2 SCALE: a' = l'-0" SHEET: N A2 o m o M U J w 0 C7 Z p of Z C zNw cU) U) z00 u os C7^ a W W Z Q (n (n �Z � W z cn Q M W Lo w a Z U — O W off • z � D ir - Wp • 9k z c�v o Y Z Q W d 0 W � Ow _jcn � NON z 0U) 0 < Zaa ir V LL Z a a 0 0 O Q -�W C9W � H �UQ W wa - zzzwW cwnm d p F o 0 Q W W � � ZUW cn f ZU)z 0 Qz0 aH2 �Zm o � OLLwZcn 7 ZUm w Q �> _j Lu W . ZLL1w0 3) Lu DawzQ = Z _ aF0Z , O0Oaoz EXISTING 2 X 8 RAFTERS 16" O.C. TO Z =Y r ° can Q w z c~i) w REMAIN- PROVIDE MIN R-8 CLOSED CELL o z U- of SPRAY FOAM • m } z m ww v a a 2 ~ Q w ul Z M of co M M� W EXISTING 2 X 8 RAFTERS @ 16" O.C. TO Y REMAIN- PROVIDE MIN R-38 CLOSED CELL Z SPRAY FOAM, TYP. O O LL D_ O O w U 0 W � w 0 EXISTING 2 X 6 RAFTER TIES @ VARIOUS SPACING (16"O.C. TO 48" O.C.)TO REMAIN- ADD 2 X 6 TIES AS REQ'D TO MAINTAIN 16" O.C. MAX- PROVIDE NEW GWB CEILING FINISH EXISTING 2 X 6 RAFTERS @ 16" O.C. TO + ao REMAIN, ADD MIN R-21 INSULATION- o LLJ CV PROVIDE NEW GWB FINISH-VAPOR o EXISTING 2 X 4 CEILING JOISTS @ 36" O.C. RETARDER ON INTERIOR SIDE TO BE REMOVED Z O Cl*) J O LJ Lu c (� J Z_ c N_ Q D J Q J �L C Q O0 o' a Lu z SIDE FACING WEST U � O PROVIDE FIREBLOCKING AT OPENING EXISTING 2.25 X 8.5 JOISTS @ 18" O.C. START DATE: BETWEEN FLOORS, TYP. TO REMAIN- PROVIDE NEW FLOOR SHEATHING OVER EXISTING & NEW GWB CEILING FINISH STAMP' D� NEW r NEW 2X4 BRACING @TOP & BOTTOM BRICK TIES @ 24" O.C. O OF NEW WALL TO EXISTING WALL @ HORIZ. AND 16" O.C. VERT.- E. 4'-0" O.C. HORIZONTALLY MAINTAIN 1"AIR GAP o _ A NEW 2X6 WALL @ 24" O.C. W/MIN R-21 ° NEW 2X6 WALL @ 24" O.C. W/MIN R-21 PROVIDE WEEP HOLES = t, a.. INSULATION- HOLD 1" MIN OFF EXISTING INSULATION- HOLD 1" MIN OFF EXISTING c-�. C7 CONCRETE WALL-VAPOR RETARDER ON CONCRETE WALL-VAPOR RETARDER ON NEW METAL FLASHING 0839ZCJ INTERIOR SIDE-GWB FINISH INTERIOR SIDE-GWB FINISH (;tA� P�' NEW MIN. 6 MIL POLY NEW 2X6 JOISTS @ 16" O.C. W/MIN VAPOR BARRIER R-21 INSULATION (UNFACED) IN DATE: 4/7/22 FLOOR CAVITY- PROVIDE 3/4"T&G SHEATHING WALK GRASS FILE: PAGE CONTENT: BUILDING SECTION CONCRETE SLAB TO BE INFILLED WHERE MISSING AND LEVELED INVESTIGATION TO BE DONE TO DETERMINE DRAFTER: ENGINEER: DEPTH OF EXISTING FOUNDATION WALL, TYP. SINGER NOLAN 1 BUILDING SECTION ALL SIDES PAPER SIZE: SCALE: A3 SCALE: $" = 1'-0" C (18 x24 ) AS SHOWN SHEET: A3 O g � O wC7 00 p Z • Q Z [Y w U U Z O O Lu (D ^p z W W Z Q U U Nz — G HJW ZH (n Q , — Ly• OD QH z U — Oww J D — w. 0 4kz zQ0 OLL No O w J U w N OU) 0 < ZNZ W[1 U LLJW Z < } w —of 0 - O Q � :30a C9w > HUYUQw J WaJ zzzww ap Lulu = • z w a 1 Z U W U zinz0 < Z000C5W = Q ' �z� o � Oww i�zcw � = Owe ? = w = Ir UCf] w _— > H- _j U W Z LLl� O paof wZQ � Z 00 z � 0O p O a O z Z =Y o Q H U z H W EXISTING 2 X 8 RAFTERS @ 16" O.C. TO U w `� U Q � REMAIN- PROVIDE MIN R-38 CLOSED CELL • - o 0 ~ o � of Q p SPRAY FOAM u� z w w U w w Q w Z M w [Y M 3 M� W Y � Z >O> O NOTE: 1-HR FIRE RESISTANCE REQUIRED IN TYPE VB LL a_ —\ CONSTRUCTION ONLY WHERE O FIRE SEPARATION DISTANCE IS LESS THAN 5 FT. W O 0 w � w 1-HR EXTERIOR WALL Q0 CONSTRUCTION (SOUTH ONLY): EXISTING 2 X 6 RAFTER TIES @ VARIOUS (1) LAYER FIRE-RATED SPACING (16"O.C. TO 48" O.C.)TO REMAIN- EXTERIOR SHEATHING ADD 2 X 6 TIES AS REQ'D TO MAINTAIN 16" (LP FLAMEBLOCK)W/CEMENT O.C. MAX- PROVIDE NEW GWB CEILING FINISH BOARD FINISH + `0 EXISTING 2 X 4 CEILING JOISTS @ 36" O.C. °O N TO BE REMOVED LIJ o } ADJACENT BUILDING z EXISTING 2 X 6 RAFTERS @ 16" O.C. TO O C1 W REMAIN, ADD MIN R-21 INSULATION- O Q PROVIDE NEW 5/8"TYPE 'X' GWB FINISH z 0� BRICK FINISH WHERE (SOUTH SIDE ONLY)-VAPOR RETARDER ON LIJ c/) a EXTERIOR WALL IS INTERIOR SIDE ('� J Z c/) N VISUALLY EXPOSED- Q 0 —i < J CEMENT BOARD FINISH NEW 5/8"TYPE 'X' GWB CONTINUOUS Q Z O WHERE WALL IS � Q � ADJACENT TO COVERED � Q LLJ EXTERIOR SPACE Q LLJ LL q z SIDE FACING NORTH U � O COVERED EXTERIOR SPACE PROVIDE FIREBLOCKING AT EXISTING 2.25 X 8.5 JOISTS @ 18" O.C. NEW INTERIOR WALL TO BE START DATE: OPENING BETWEEN FLOORS, TO REMAIN- PROVIDE NEW FLOOR VERIFIED BY OWNER TYP. SHEATHING OVER EXISTING & NEW GWB CEILING FINISH BRICK TIES @ 24" O.C. STAMJ o NEW }. DISTANCE BETWEEN NEW 2X4 BRACING @ TOP & BOTTOM %� Q EXTERIOR WALLS OF NEW WALL TO EXISTING WALL @ HORIZ. AND 16" O.C. VERT.- �'^ �Q E. VARIES 4'-0" O.C. HORIZONTALLY MAINTAIN 1"AIR GAP r ��• NEW 2X6 WALL @ 24" O.C. W/ MIN R-21 INSULATION- HOLD 1" MIN OFF EXISTING a. ADD MIN R-21 INSULATION IN CONCRETE WALL-VAPOR RETARDER ON EXISTING WALL CAVITY-VAPORS �' �• INTERIOR SIDE-5/8"TYPE 'X' GWB FINISH RETARDER ON INTERIOR SIDE 08 ��9 � (SOUTH SIDE ONLY) ,b�����5�µ NEW MIN. 6 MIL POLY NEW 2X6 JOISTS @ 16" O.C. W/ MIN PROVIDE WEEP HOLES VAPOR BARRIER R-21 INSULATION (UNFACED) IN FLOOR CAVITY- PROVIDE 3/4"T&G NEW METAL FLASHING DATE: 4/7/22 SHEATHING FILE: WALK STREET PAGE CONTENT: BUILDING SECTION NEW THICKENED SLAB AT CONCRETE SLAB TO BE INFILLED PERIMETER W/(1) CONT. #4 WHERE MISSING AND LEVELED BAR- NORTH AND SOUTH INVESTIGATION TO BE ONLY DONE TO DETERMINE DRAFTER: ENGINEER: DEPTH OF EXISTING FOUNDATION WALL, TYP. SINGER NOLAN 1 BUILDING SECTION ALL SIDES PAPER SIZE: SCALE: A4 SCALE: ;" = 1'-0" C (18"x24") AS SHOWN SHEET: A4 O g � O w C7 b 00 ? p � Z • Q ZN w (A (Az00 EXISTING SLATE ROOFING TO W N z°�a � I w z � U) REMAIN- REPAIR AS REQUIRED Q J Z Q z J O LL • #Z N o Y Z Q 0- 0 w ErOwJ (Aa (n co�2Z O (nOQZZo d ULL LLJw Z < } w 0 0 O Q � JOJ a (DLu >_ UQw ui CEILING HEIGHT - z LL Q W w 11 W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .m - W m > dLU = 2 MOB zUw (A z z ° a Z O p O a _ �z� � OLLwz U cn ' 0 w Z) z 2 w 2 Ir CO w ~ > HJ (AUw awZzLLlLuO a Q � Z � zp � pO000 � - z = � QHpz ~ wYo Q w nn Z 0 } • } z w pw U a a Q w Z M w Mlz 3 M� W Y TOP OF SECOND FLOOR Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — O DOOR TO BE REMOVED LL D_ Zz AND REPLACED WITH O ®/ DOUBLE-HUNG WINDOW COVERING OVER 0� W EXTERIOR SPACE OU p W LLI GRADE Q 0 EXPOSED SHEATHING CHIMNEY TO BE MISSING BRICK TO BE REMOVED REPLACED @ EXPOSED SHEATHING TOP OF FIRST FLOOR - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - L - - - - 00 - - - - - - - - - - �— — � �- — I — — — — — — — — � - - - - LLJ N TOP OF SLAB c/) } Z 2 EXISTING REAR SOUTH ELEVATION O c/) w A5 SCALE: , = 1'-0" _ z Q EXISTING DAMAGED/ MISSING WINDOWS TO BE REMOVED AND REPLACED WITH LLI cn a EGRESS WINDOW (�' Lu Z_ N Q Q J Q J L 0 O Q O0 o- a w Q W LL o- Z CEILING HEIGHT U � O START DATE: ------- ---"- EXISTING SLATE ROOFING TO STAMP- ' REMAIN- REPAIR AS REQUIRED `-, � a N�� k TOP OF SECOND FLOOR �G'� ()g�c9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P� DATE: 4/7/22 FILE: HIEEHI PAGE CONTENT: Ej EXISTING BRICK TO BE SALVAGED BUILDING ELEVATIONS FOR REUSE TOP OF FIRST FLOOR DRAFTER: ENGINEER: - - - - - - - - - - - - - - TOP OFSLAB T - - - - - - - - SINGER NOLAN GRADE EXISTING OVERHEAD DOOR AND TRIM TO PAPER SIZE: SCALE: EXISTING FRONT NORTH ELEVATION BE REMOVED TO CREATE OPENING FOR C (1 8"X24") AS SHOWN A5 a' = 1'-0" NEW ENTRY ALCOVE SCALE: SHEET: A5 O g � O wC7 00 p Z • Q Z [Y w U) UA z 0 0 EXISTING SLATE ROOFING W N z°�a � I w z � Un ifIm"W w QzUzow gyp — o J CL' J LL • #Z N o Y z Q a W SOW Jcna (aO S Z o w o < z a w W Z a } w of 0 - 0 Q � JOJa C9w } oUQw ui CEILING HEIGHT - z LL Q W w 11 W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW 3-2WX4-8H - - wm W m > dp = - � O � zUwcn Z En z ou a z O p U d H 2 DOUBLE-HUNG EGRESS ' 0 v m O LL W z cn W Z) Z > = w _= Ir � Z_ m w Q > HJ (AU W WINDOW z ui Lu 0 p a w z < z Kld-0z � 0pOa0z z =Y� o D Q H z ~ W (n Q W Un 0UI L: zO } of • � } z W WW0 0- Q w W Z M w [Y � M 3 lz M� W Y TOP OF SECOND FLOOR Z NEW 2'-0"W X 3-10"H LL a DOUBLE-HUNG WINDOW Q 0 U EXISTING COVERING 0� W OVER EXTERIOR SPACE OU p W FLULLI GRADE Q 0 NEW CEMENT BOARD FINISH NEW BRICK TO MATCH EXISTING (UNDER COVERED EXTERIOR WHERE WALL IS EXPOSED (NOT SPACE) UNDER COVERING) T- OP OF FIRST FLOOR TOP OF SLAB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - 00 - - - - - - - - - - - - �- - � L- - I - - - - - - - - � - - - - LLJ N Z 2 PROPOSED REAR SOUTH ELEVATION O � w A6 SCALE: 4" = l'-0" _ z Q NEW 4'-9"W X 5'-4"H CASEMENT EGRESS WINDOW TO REPLACE EXISTING- REUSE LLI cn ROUGH OPENING (�' Lu Z_ N Q Q J Q J L 0 O Q O0 � � a w Q W 'L q z CEILING HEIGHT U � O START DATE: ----- ----- ---------------------- EXISTING SLATE ROOFING STAMP: ()v NEW r Ll TOP OF SECOND FLOOR083 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - pR �. DATE: 4/7/22 FILE: PAGE CONTENT: PROPOSED SALVAGED BRICK BUILDING ELEVATIONS TOP OF FIRST FLOOR DRAFTER: ENGINEER: - - - - - - - - - - - - - - - - TOP OF SLAB - - - - - SINGER NOLAN NEW WALL W/WINDOWS SALVAGED NEW 3-6W X 3'-6"H FIXED GRADE PAPER SIZE: SCALE: 1 PROPOSED FRONT NORTH ELEVATION BEYOND OPENING BEADBOARD WINDOW BEYOND, TYP. C (18 x24") AS SHOWN A6 SCALE: a' = l'-0" SHEET: A6