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HomeMy WebLinkAbout20230279 43 Granite Porch PlansBATH RENOVATIONS 6 NEW FRONT PORCH AT: 43 GRANITE STREET, SARATOGA SPRINGS, NEW YORK GENERAL NOTES I. ALL WORK SHALL COMPLY WITH NYS BUILDING CODE AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE LOCALITY AND SHALL MEET THE ARCHITECT'S STANDARDS. 2. ALL TESTING (SOILS, WATER, ETC.) IS THE RESPONSIBILITY OF THE OWNER, NOT THE ARCHITECT. 3. FOLLOW MANUF'S. INSTRUCTIONS FOR ALL MATERIALS INSTALLED. 4. INFORM THE ARCHITECT IMMEDIATELY OF ANY CONDITIONS THAT MAY DETRIMENTALLY EFFECT THE WORK. 5. ALL WORK SHALL COMPLY W/ INDUSTRY STANDARDS INCLUDING BUT NOT LIMITED TO NWMA, ACI, AICS, ANSI AND NEC. G. PROVIDE PROPER BEARING FOR ALL STRUCTURAL MEMBERS; REINFORCE PROPERLY; PROVIDE PROPER METAL FASTENERS AND CONNECTORS AS NECESSARY INCLUDING SHEAR CONNECTORS AND HANGERS. WHERE EXISTING SUBSTRATE OR MATERIALS ARE DAMAGED, REPLACE AND REFASTEN TO INSURE PROPER QUALITY OF JOB. 7. BRACE BUILDING UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS INCLUDE BUT ARE NOT LIMITED TO: FLOOR DECK, ROOF DECK, BRACING MEMBERS AND EXTERIOR WALLS. 8. ALL LUMBER SHALL BE SPF #1 OR #2. q. ALL CONCRETE SHALL BE MIN. 3500 PSI. 10. CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS. II. CONTRACTOR SHALL NOT VARY FROM PLANS WITHOUT EXPLICIT CONSENT FROM ARCHITECT. 12. DO NOT SCALE FROM DRAWINGS. 13. ALL ELECTRICAL WORK SHALL COMPLY WITH NYS, NEC, NYBFU, REVS. CURRENT AT THE TIME OF CONSTRUCTION. 14. INSTALL SMOKE DETECTION TO CURRENT CODE BATTERY OR HARDWIRED W/ BATTERY BACK-UP. ONE SMOKE DETECTOR (SD) ON EACH FLOOR. PROVIDE CARBON MONOXIDE DETECTOR ON EACH LEVEL. 15. PROVIDE ALL REQ'D. BLOCKING AND FIRESTOPPING. 16. PROVIDE ALL .DEMO., REMOVALS AND RELOCATION OF ITEMS TO REMAIN AS REQUIRED. 17. 2000 PSF MIN. BEARING CAPACITY OF BASE FOR ALL FOOTINGS ASSUMED. 18. PROVIDE FASTENERS, BOLTS, FLASHING ETC. COMPATIBLE w/' MATERIALS IN CONTACT. 19, PROVIDE ALL TEMPORARY SUPPORTS REQUIRED DURING CONSTRUCTION. 20. ALL DECK CONSTRUCTION SHALL COMPLY WITH CURRENT VERSION OF IRC WOOD DECK CONSTRUCTION GUIDE (AFPA). DESIGN CRITERIA GSL WIND SEISMIC FROST FLL 50 115 B 41-011 40 ENERGY CODE COMPLIANG THIS PROJECT AS SHOWN CONFORMS WITH CHAPTER 4 TABLE 402.1.2 OF THE ECCCNYS (2020) FOR CLIMATE ZONE 5. WINDOWS/ GLASS U.30 or BETTER 90% OF NEW LIGHT FIXTURES MUST BE LAMPED WITH NIGH EFFICIENCY BULBS. INSULATE ALL DUCTWORK, DRAINS AND WATER IN UNCONDITIONED SPACES AS PER CODE. PLACE PIPING ON WARM SIDE OF INSULATION. STEPS, STAIR AND RAILING NOTES I. CLOSED RISER DESIGN 2. B-1/411 RISERS MAX. (CALCULATE AS PER FINISH GRADE) 3. q-1/4" TREADS: 36" WIDE (MIN.) 4. HANDRAILS w/ 1-1/4" TO 2" DIA. GRIP REQUIREMENT AT 36" HEIGHT MEASURED FROM TREAD NOSINGS. 5. 1-1/2" MIN. SPACE BETWEEN HANDRAIL AND POSTS or WALLS. 6. WHERE APPLICABLE RAIL BALUSTERS SPACED w/ 3-7/BI' OPENINGS BETWEEN. 7. GUARDS AT 36" ABOVE FINISH FLOOR, WHERE REQUIRED. 6. THE STAIR DESIGN SHOWN IS SCHEMATIC, V.I.F. AND ADJUST AS REQUIRED; CONSULT WITH ARCHITECT. q. MINIMUM 6'-8" HEADROOM AT ALL STAIR � LANDINGS. DEMOLITION PHASE I - SEE DRAWING. PHASE 2 - REMOVE EXISTING PORCH. IF SECTIONS OF EXISTING DON'T INTERFERE w/ NEW WORK, DEMOLISH FOUNDATION TO GRADE, OTHERWISE REMOVE. NOTE: THIS IS A PHASED PROJECT. PHASE I - BATHS It KITCHEN WINDOW PHASE 2 - FRONT PORCH PROPOSED START DATES: PHASE I - APRIL PHASE 2 - SEPTEMBER PLEASE SEPARATE ALL PRICING FOR (2) DISTINCT JOBS. DRAWING LIST: TSI - TITLE SHEET AND NOTES T52 - NOTES CONTINUED CIO[ - SITE PLAN PHASE I - BATH RENOVATIONS DI01 - DEMOLITION SCHEMATIC A101 - PARTIAL PLAN ✓I: NOTES A201 - WINDOW SCHEDULE r PHASE 2 - NEW FRONT PORCH A100 - FOUNDATION/FLOOR FRAMING PLAN A101 - PARTIAL PLAN AT PORCH A102 - ROOF FRAMING PLAN A201 - FRONT ELEVATION A202 - SIDE ELEVATION A301 - SECTION AT PORCH A302 - DETAILS 4X4 POST OR 2X4 WAL STAIR NOSIN�x BELOW 2ETURN TO WALL )R NEWEL POSTS 1/2" DIA. RAIL 3RACKET STAIR NOSING BELOW TYPICAL I STAIR RAILING DETAIL 3/41 = 1'-00 RESIDENTIAL ARCHITECTURE 1(3it] lam_ MICHAEL P. PERRIJ ARCHITECT 8 Jumel Place Saratoga Springs, NY 12866 518.526.9265 .michaelperriarchitect.com RENOVATIONS & NEW FRONT PORCH AT: 43 GRANITE ST. Saratoga Springs, New York © 2021, Michael P. Perri, Architect THESE DRA WINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH REMAIN THE PROPERTY OFMICHAEL PERRI ARCHITECT. NO COPIES OR REPRODUCTgNS OF THESE DRA W WGS ARE PERMITTED W RHOUT THE CONSENT OF THE ARCHRECT. UPON COMPLEHON OF THE WORK ALL DRAWINGS [EXCEPT CONTRACT COPIES[ ARE TO 9E RETURNED TO THE ARCHITECT. UNAUT40RIZED ALTERATIONS AND/OR MOD6rATONS TO THESE DRAWINGSCAVIOATIONOF5ECTION72 [][OFTHE NEW YORK STATE EDUCATON LAW. REVISIONS DRAWN BY: TP DATE: 10/10/2021 SCALE: AS NOTED SHEET NUMBER TS 1 TITLE SHEET AND NOTES CONCRETE, BACKFILL t FOUNDATION NOTES WOOD FRAMING NOTES MECHANICAL I ELECTRICAL SYSTEM NOTES I. ALL CONCRETE TO BE 3500 psi - 28 DAY UNLESS OTHERWISE NOTED. 2. ASSUMED SOIL BEARING VALUE OF 2000 psf. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION. 3. WOOD SILL PLATE SHALL BE ANCHORED TO FOUNDATION WITH ANCHOR BOLTS AT A MAXIMUM SPACING OF 4'-011 O.C. AND LOCATED WITHIN 12" FROM THE ENDS OF EACH PLATE SECTION. 4. ANCHOR BOLTS SHALL BE AT LEAST I/2" IN DIAMETER AND SHALL EXTEND A MINIMUM OF 7" INTO CONCRETE. 5. BEAR ALL FOOTINGS ON FIRM, UNDISTURBED SOIL. 6. DEPTH OF ALL EXTERIOR FOOTINGS IS 4 FT. MINIMUM BELOW FINISH GRADE. 7. VERIFY SIZE AND LOCATION OF MECHANICAL OR OTHER OPENINGS, CURBS, PITS OR PADS AS WELL AS OTHER EMBEDMENTS SUCH AS SLEEVES, HANDRAILS, PLATES, ANCHOR BOLTS, ETC. 8. DO NOT PLACE FOOTINGS IN WATER. q. DO NOT PLACE FOOTINGS ON FROZEN GROUND NOR ALLOW GROUND BENEATH FOOTINGS TO FREEZE. 10. CENTER FOOTINGS UNDER WALLS, PIERS OR COLUMNS UNLESS NOTED OTHERWISE. II. LAP REINFORCEMENT SHOWN 24 BAR DIAMETERS AT SPLICES. 12. PROVIDE CORNER BARS IN FOOTINGS, THE SAME SIZE AND NUMBER AS CONTINUOUS REINFORCEMENT. LAPPED 2 FT. WITH MAIN REINFORCEMENT. 13, RECONNECT ANY FOOTING DRAINS AS REQUIRED. 14. FINISH GRADE SHALL NOT BE CLOSER THAN 811 FROM TOP OF FOUNDATION. 15. BACKFILL PLACEMENT SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE OR HAS BEEN SUFFICIENTLY BRACED SO AS TO PREVENT DAMAGE FROM BACKFILLING. 16. FOOTING DOWELS SHALL BE PROVIDED TO CONNECT FOOTINGS TO WALLS AND SHALL CONSIST OF #4 BARS. BARS SHALL EXTEND A MINIMUM OF 12" OUT OF TOP OF FOOTING AND SHALL BE EMBEDDED A MINIMUM OF 6" INTO FOOTING. 17. VERTICAL REINFORCING SHALL CONSIST OF #4 BARS AND SHALL BE LAPPED TO #4 FOOTING DOWELS EXTENDING VERTICALLY 1211 OUT OF FOOTING. 18. HORIZONTAL REINFORCING SHALL CONSIST OF #4 BARS AT BOTTOM OF WALL. Iq. ALL WORK SHALL COMPLY WITH ACI, ASTM AND ANY OTHER APPLICABLE REFERENCED STANDARDS RELATING TO CONCRETE MIX AND PLACEMENT. 20. PROPERLY CURE ALL SLABS AND FINISH WORK. 21. CUT CONTROL JOINTS WITHIN 24 HOURS OF POUR. VERIFY LOCATIONS w/ ARCHITECT. 22. DO NOT PLACE CONCRETE ON ANY SUB -BASE THAT MAY DETRIMENTALLY AFFECT WORK. CMU ALTERNATE 8" CMU MAY BE SUBSTITUTED FOR POURED WALLS IF APPROVED BY OWNER. USE DUR-O-WALL EVERY 3RD COURSE IN LIEU OF HORIZONTAL #4 BARS. FILL -CORES AT VERTICAL REBAR. I. ALL INTERIOR WALLS TO BE 2x4's AT 16" O.C. (U.N.0) 2. ALL HEADERS UNLESS OTHERWISE NOTED ARE (2) 2x6s. 3, FRAME ALL DOORS AS PER MANUFACTURER SPECS. 4. PROVIDE BRIDGING FOR ALL FLOOR JOISTS, SPACED 8 FT. O.C. MAX. 5. INSTALL PLYWOOD FLOORS AND ROOF DECKS WITH 1/5" GAPS AT EDGE JOINTS. G. MICRO -LAM: 2.0E STRUCTURAL GRADE, BY TRUS-JOIST MCMILLAN OR EQUAL. 7. STRUCTURAL LUMBER CONNECTORS: SIMPSON STAINLESS STEEL OR GALVANIZED. 8. HARDWARE: NAILS, SPIKES, LAG BOLTS, SCREWS AND SIMILAR ITEMS SHALL BE OF TYPES AND SIZES SUFFICIENT TO DRAW AND SECURE MEMBERS IN PLACE. GALVANIZED OR STAINLESS STEEL FOR EXTERIOR LOCATIONS, WHERE EXPOSED. TREATED WOOD APPLICATIONS SHALL RECEIVE STAINLESS STEEL OR HOT -DIPPED FASTENERS AND HANGERS. q. ANCHOR ALL RAFTERS AND TRUSSES SECURELY TO EXTERIOR WALLS WITH SIMPSON FRAMING ANCHORS OR EQUAL. 10. SHEATHING AND SUB -FLOORING, ETC. SHALL BE ADVANTECH OR APPROVED SUBSTITUTE. SPECIAL NOTES I. PROVIDE SOUND INSULATION AROUND ALL BATHROOMS WHERE POSSIBLE. 2. SURFACE SCHEDULE: GYPSUM BOARD SURFACES: -1 COAT PRIMER SEALER -2 COATS ACRYLIC LATEX, EGGSHELL WOOD DOORS: -1 COAT PRIMER, SEALER -2 COATS ACRYLIC LATEX WOOD TRIMS: -1 COAT PRIMER SEALER -2 COATS ACRYLIC LATEX, SATIN 3. MATCH ALL INTERIOR TRIM DESIGNS WITH CLEAR STOCK MATERIALS. 4. ASPHALT ROOF SHINGLES: 30 YEAR ARCHITECTURAL GRADE ASPHALT SHINGLES BY GAF, CERTAINTEED, OWENS CORNING MATCH EXISTING. 5. SIDING: VINYL 4" EXPOSURE CLAPBOARD PROFILE, MATCH EXISTING. MATCH VINYL CEDAR STYLE SHINGLES. ALL COLORS AND PAINT MANUFACTURERS TO BE APPROVED BY OWNER. I. MEET ALL APPLICABLE CODES AND REGULATIONS. 2. DESIGN, PROVIDE $ INSTALL A COMPLETE OPERATIONAL PLUMBING FOR BATHS, INCLUDING BUT NOT LIMITED TO: HOT $ COLD WATER SUPPLY AND DISTRIBUTION, VENTING, USE OF EXISTING OK IF APPROVED. 3. PROVIDE AND INSTALL 36" BASEBOARD HOT WATER HEAT STRIP IN BATH B. 4. PROVIDE AND INSTALL A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM INCLUDING BUT NOT LIMITED TO: BUILT-IN CEILING LIGHTING, BUILT-IN EXTERIOR LIGHTING, BUILT-IN CEILING EXHAUST FANS AND ALL CONNECTIONS TO PANELS AND EQUIPMENT AS NECESSARY. INSTRUCTIONS TO BIDDERS THIS IS A 2 PHASE PROJECT. PHASE I - BATH RENOVATIONS $ KITCHEN WINDOW REPLACEMENT. (POSSIBLE APRIL START) PHASE 2 - NEW FRONT PORCH, RELOCATION OF DOUBLE WINDOW UNIT � NEW FRONT DOOR. (POSSIBLE SEPTEMBER START; AFTER DEMOLITION OF EXISTING). PHASE I - OWNER SHALL PURCHASE t PROVIDE ALL PLUMBING FIXTURES, FAUCETS, ETC., ALL LIGHT FIXTURES, ALL MEDICINE CABINETS. TOILET PAPER HOLDERS AND OTHER ACCESSORIES. BREAK BID AS FOLLOWS: - ROUGH PLUMBING $ INSTALLATION - ELECTRICAL $ INSTALLATION - BASEBOARD HEAT UNIT - WINDOWS - FRAMING, SHEETROCK TRIM WORK - TILE INSTALLATION w/ ALLOWANCE FOR TILE TO BE SELECTED BY OWNER. - GLASS SHOWER DOOR ENCLOSURE - PAINTING PHASE 2 - OWNER SHALL PROVIDE NEW FRONT DOOR. BREAK BID AS FOLLOWS: - DEMOLITION - FOUNDATION - FRAMING 4 DECKING - MASONRY VENEER - ROOFING, FASCIA, SOFFITS, ETC. - WINDOW RELOCATION t NEW DOOR $ SIDING 11RESTORATION" - LIVING ROOM WALL INTERIOR RESTORATION INCLUDING SHEETRO(_K, TRIM, PAINTING, INSULATION, ETC. RESIDENTIAL ARCHITECTURE MICHAEL P. PERRI ARCHITECT 8 Jumel Place Saratoga Springs, NY 12866 518.526.9265 .michaelperriarchitect.com I NA I RENOVATIONS & NEW FRONT PORCH AT: 43 GRANITE ST. Saratoga Springs, New York © 2021, Michael P. Perri, Architect THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH REMAIN THE PROPERTY OF IACNAEL PERRI ARCHITECT. NO COPIES OR REPRODUCTIONS OF THESE DRAWINGS ARE PERMRTED WITHOUT THE CONSENT OF THE ARCHITECT. UPON COMPLETION OF THE WORK. ALL DRAWINGS )EXCEPT CONTRACT COPIES) ARE TO 9E RETURNED TO THE ARCHITECT. UNAUTNO.RILED ALT_RATIONS AND/OR MODIFICATIONS TO THEE DRAWINGSGAVIOLATIONOF5ECTION7Z (2)0FTHE NEW YOR..KSTATEEDUCATIONAW. REVISIONS DRAWN BY: TP DATE: 10/10/2021 SCALE: AS NOTED SHEET NUMBER TS2 NOTES CONTINUED \/ 6\ RESIDENTIAL ARCHITECTURE 130' F . . . . . . . . . . . 23 ' . . . . . . . . . . . . _ - - - - - - - - BATH ROOM - - - - - i N C /NEN WINDOW THIS SIDE , MICHAEL P. PERRI - - - - - - - - - 41=0' --- ----, o ARCHITECT I 12.0' o lo.o' I EXISTING — I 33.0 GARAGE 8 Jumel Place I 0 — 1 Saratoga Springs, NY 12866 L I 518.526.9265 I — — — — W 22.0' TO O.H. www.michaelperriarchitect.com I Lu EXISTING , KITCHEN REPLACEMENT I -STORY HOUSE NEW 1 0 BATH WINDOW HERE 1Lu PORCH 1 RENOVATIONS & NEW FRONT 13.01 PORCH AT: 1 I 43 GRANITE ST. I - - - - - - - 1 - - - - - - - - - - - - - - PROPOSED Saratoga Springs, New York ' I STEPS TEP I © 2021, Michael P. Perri, Architect AND AS SUCH THESE DRAWINGS ARE INSTRUMENTS OF ANDSS I I — J O O WA THE PROPERTY OERU&HNTL PERRI NO RRI ARCHITECT. COPIES OR REPRODUCTIONS OF THESE DRAWINGS ARE PERMITTED WITHOUT THE CONSENT OF THE ARCHIIEC7.UPON O COMPLETION OF THE WORK All DRAWINGS iEXCEPT CONTRACT COPIES) ARE RO BE RETURNED TO THE ARCHITECT. O ' UNAUTHORIZED ALTERATIONS AND/OR MODI: ICATIONi TD THESE DRAWINGS G A VIOLARION OFIEO113N 720 (2) O=THE NEW YOR( STATE EDUCATION b%W. L - - - - - - - - - - - - - - - - - - - - - REVISIONS SITE f III = 101-0° AN DRAWN BY: TP DATE: 10/10/2021 SCALE: AS NOTED SHEET NUMBER C 10 1 \/)�,x RESIDENTIAL ARCHITECTURE EXISTING MICHAEL P. PERRI HOUSE ARCHITECT 12" SONOTUBE or SQUARE PIER ON 1811 x 1811 x 10" DOWEL INTO EXISTING 8JumelPlace FOOTING w/ (3) w/ EPDXIED #4 BARS Saratoga Springs, NY 12866 #4 BARS (TYPICAL) 518.526.9265 www.michaelperriarchitect.com I +L-J' BATH I� RENOVATIONS I IIII ;: " " " 8WALLS ON 8xIGFOOTINGS & NEW FRONT I � � I (SEE CONCRETE N FRAM D PT WALLO ES) wl PORCH AT: I_. I - - - - ---_____-- 43GRANITE ST. }. IIII I ACCESS PANEL TYPICAL I I IIII A I Saratoga Springs, New York BLOCKING FOR PIERS ;� ". i PT 2x8's AT IG" O.C. © 2021, Michael P. Perri, Architect S ARE AS SUCH REMAIN THE PROPERTY OF MICHAEL PERRI ARCHITECT. NO E GODUCTI NSOF7TSDE SERVICES ARE COPES OR REPRODUCTIONS COPIES ORREPRODTHECOSOENOF DRAWINGSARE I — — — — — — — — — — W RHOUT THE CONSENT RA THE ARCHRECN. UPON COMPLETION CONTRAC0N OF THE WORK ALL DRAW INGS ITHE I �,.;, �'.-,- � =_ � � � _� ;,•l. PT GxG POSTS (TYP.) FATTEN FOUNDATION WALL OUT TO CREATE 3 PIER CONTRACT COPIEST ARE NO BE RETURNED iO THE ARCHITECT. ARi UNAUTINHORIZED ALT-.PATIONS AND/DR MODEICAU-s TD THESE DRAWGS 6 A VIOLATION DE SECTION 72N L2T OF THE NEW YORK STATE EDUCATION! 41V. —v- — 4 — -H- — � BEAM OF (3) PT 2x12's II REVISIONS T _ II _ I II _ T T ¶ (4) STRINGERS REQ'D FOR COMPOSITE TREADS BASES AS SHOWN 8" SONOTUBES w/ 4" DRAWN BY: TP CONC. SLAB ON TOP 171_0ii DATE: 10/10/2021 SCALE: AS NOTED 1 FOUNDATION/FLOOR FRAMING PLAN SHEET NUMBER 100 11411I = 1'-011 / //� \ 1 1 ®® PHASE 2 FOUNDATION/FLOOR FRAMII El L_L— NOTES: I. V.I.F. RISER HEIGHTS. 2. CENTER STEPS w/ DOOR. 3. WRAP or FACE SRINGERS IN BORAL or AZEK; SAME DETAIL ON RISERS. 3068 CRAFTSMAN DOOR (PURCHASED BY OWNER) EXISTING HOUSE REFRAME, SHEETROCK $ INSTALL NEW TRIM ON THIS WALL MATCH EXISTING COMPOSITE DECKING (PERPENDICULAR TO HOUSE) I I COMPOSITE RAILING RAILING SYSTEM --8" POSTS !JN `=' VENEERED PIERS - --I-- - - - - - - - - ----� COMPOSITE �12" O.H. RAILING ALL AROUND 11-1/2" x 4'-G" TREADS (COMPOSITE) 17'-011 PARTIAL FLAN AT PORCH 114" = V-0" PHASE 2 MICHAEL P. PERRII ARCHITECT 8 Jumel Place Saratoga Springs, NY 12866 518.526.9265 iw.michaelperriarchitect.com BATH RENOVATIONS & NEW FRONT PORCH AT: 43 GRANITE ST. Saratoga Springs, New York © 2021, Michael P. Perri, Architect THESE DRAWINGS ARE NVRUMENTS OF SERVICE AND AS SUCH REMAIN THE PROPERTY OF ANCHAEL PERRI ARCHITECT. NO COPIES OR REPRODUCTIONS OF THESE ORAWNGS ARE PERAVTiED WITHOUT THE CONSENT OF THE ARCHITECT. UPON COMPLETION OF THE WORK ALL DRAWINGS (EXCEPT CONTRACT COPIES) ARE TO BE RETURNED TO THE ARCHITECT. UNAUTHORISED ALTERATIONS ANDFOR MODVICATIONS TO THE5-DRAWINGS6AVIOLYIONOFSECTON7Y R10FTHE NEW YORK STATE EDUCArLDN AW. REVISIONS 1 DRAWN BY: TP 1 DATE:10/10/2021 SCALE: AS NOTED SHEET NUMBER A101 PARTIAL PLAN AT PORCH EXISTING HOUSE 2x10 RIDGE (2) 2x10 TIE -BEAM ROOF FRAi" i I N 114" = V-0" 2x8 RAFTERS AT 16" O.C. PLAN LET BEAM INTO WALL WRAPPED 3-1/2" x 9-1/4" LVL BEAM TCH O.H. (12"±) 8" POSTS w/ BEAM TO COLUMN CONNECTOR (USP, SIMPSON or EQUAL) PHASE 2 \/ 6\ RESIDENTIAL ARCHITECTURE ICHAEL P. PERRII ARCHITECT 8 Jumel Place Saratoga Springs, NY 12866 518.526.9265 ✓w.michaelperriarchitect.com BATH RENOVATIONS & NEW FRONT PORCH AT: 43 GRANITE ST. Saratoga Sp(ngs, New York © 2021, Michael P. Perri, Architect I HESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH REMUMNTHEPROPERTYOFMICHAELPERR I ARCHITECT. NO COPIES OR REPRODUCTIONS OF THESE DRAWINGS ARE PERMITTED WITHOUT THE CONSENT OF THE ARCHITECT. UPON COMPLETION OFTHEYZORR. All DRAWINGS LE%CEPT CONTRACT COPIES] ARE TO BE RETURNED TO THE ARCHITECT, UNAUTHORIZED ALTEIATIONS ANU/OR MODIFICATIONS TO THESE DRAWINGS 6 A VIOLATION OF SECTION 72N 2)OFTHE NEW YORK STATE EDUCATON LAW. DRAWN BY: TP DATE: 10/ 10/2021 SCALE: AS NOTED SHEET NUMBER Al 02 ROOF FRAMING PLAN ALIGN ROOF, FASCIA It SOFFIT NEW 8° SQUARE CROHN COLUMNS; HOOD or STRUCTURAL FIBERGLASS STEPS It RAILING FRONT ELEVATION 11411 = 11-011 NEW MASONRY VENEER PHASE 2 \/ 6\ RESIDENTIAL ARCHITECTURE CHAEL P. PERR ARCHITECT 8 Jumel Place Saratoga Springs, NY 12866 518.526.9265 .michaelperriarchitect.com BATH RENOVATIONS & NEW FRONT PORCH AT: 43 GRANITE ST. Saratoga Springs, New York © 2021, Michael P. Perri, Architect THESE DRAWINGS ARE WSIRUMENTS OF SERVICE AND AS SUCH REMAIN THE PROPERTY OF I.VCHAEL PERRI ARCHRECT. NO COPIES OR REPRODUCTIONS OF THESE CRAVINGS ARE PERMVTTED W RHOUT THE CONSENT OF THE ARCHITECT. UPON COMPLETION OF THE WORK ALL DRAWINGS IEYCEPT CONTRACT COPIES) ARE 10 BE RETURNED TO THE ARCHITECT. UNAUTHORIZED ALTERAPDNS AND/OR MODWCAIIONS TO THSE DRAW I.NGS ISA VIOLATION DF SECTION 12D2 )2) OF THE NEW YORKSTATE EO UCATION IA W. DRAWN BY: TP DATE: 10/10/2021 SCALE: AS NOTED SHEET NUMBER A201 FRONT ELEVATION f MA AL SIDE EL 11411 c I 1-011 11(lYll I IVI\I\L ul\DTI TI I NATURAL STONE VENEER ATION WOOD ROHN �OLUMN E CAP Tour, BLUESTONE TREADS ON STONE VENEER BASE STONE ALTERNATE PHASE 2 MICHAEL P. PERRI ARCHITECT 8 Jumel Place Saratoga Springs, NY 12866 518.526.9265 Y,w.michaelperriarchitect.com BATH RENOVATIONS & NEW FRONT PORCH AT: 43 GRANITE ST. Saratoga Springs, New York © 2021, Michael P. Perri, Archilect THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH REMAIN THE PROPERTY OF mICHAEL PERRI ARCHITECT. NO COPIES OR REPRODUCTIONS OF THESE DRAWINGS ARE PERMITTED W RHO UT THE CONSENT OF THE ARCH FELT. UPON COMPLETION OF THE WORK ALL DRAWINGS )FXCEPT CONTRACT COPIES) ARE TO BE RETURNED TO THE ARCHRECT. UNAUTHORRcDALTERATION5AND/OR .mOD61 AT40 STO THESE DRAWINGS IS A VIOIATION OF SECTION 12W C) OFTHE NEW YORK STATE EDUCATION LAW. IDRAWN BY: TP 1 J DATE: 10/ 10/2021 1 (SCALE: AS NOTED i SHEET NUMBER A202 SIDE ELEVATION I SHINGLES TO MATCH ON ICE If WATER SHIELD ON I/2" SHEATHING ON 2x8 RAFTERS AT 16" O.C. VINYL FASCIA TO MATCH — VENTED VINYL SOFFIT ADHERED "HAWTHORNE GRANITE" NATURAL STONE VENEER 2x 10 RIDGE 12 � 7.5 FLASHING ± �AT WALL 2x10 CEILING JOISTS w/ VINYL "BEADBOARD" CLG. \ P.T. 2x8 BLOCKING ABOVE BEAM BETWEEN JOISTS' COMPOSITE DECKING (TREX or EQUAL) T 2x8's AT IG" O.C. .T. GxG WRAPPED '-, 3-1/2" x q-1/4" LVL BEAM J v 36" NIGH COMPOSITE RAILING SYSTEM FRAMED P.T. WALLS w/ 1/2" SHEATHING It FELT PAPER BEAM OF 3) PT 2x12 s 12" SONOTUBE or 8" FOUNDATION WALL ( SQUARE PIER ON I 18" x IV x loll FOOTING w/ (3) g" x 16" CONTINUOUS — #4 BARS FOOTING w/ (2) #4 BARS SECTION AT PORCH A^'�nll 114" = I1-011 PHASE 2 \/ 6\ RESIDENTIAL ARCHITECTURE ICHAEL P. PERRII ARCHITECT 8 Jumel Place Saratoga Springs, NY 12866 518.526.9265 Tw.michaelperriarchitect.com BATH RENOVATIONS & NEW FRONT PORCH AT: 43 GRANITE ST. Saratoga Springs, New York © 2021, Michael P. Perri, Architect THESE DRAWINGS ARE WSTRUMENTS OF SERVICE AND AS SUCH REMAIN ME PROPERTY OF MICHAEL PERRI ARCHITECT. NO COPIES OR REPRODUCTIONS OF THESE DRAWINGS ARE PERMITTED WITHOUT THE CONSENT OF THE ARCHITECT. UPON COMPLETION OF THE WORK ALL DRAWINGS EXCEPT CONTRACT COPIES) ARE TO BE RETURNED TO THE ARCHITECT, UNAUTNO R I[ED ALTERATIONS AN DIO.R MODIFICATIONS TO THEE DRAWINGS GA VIOIATION OFSECTON12J 121 OFTHE NEW YOR(STATEEDUCATION V.W. (DRAWN BY: TP I DATE: 10/10/2021 SCALE: AS NOTED SHEET NUMBER A301 SECTION AT PORCH COMPOSITE RAILING SYSTEM "HAHTHORNE GRANITE" NATURAL STONE VENE 1/2" PLYWOOD w/ (2) LAYERS OF 15# FELT- GALV. METAL LATH tf SCRATCH COAT— IrT�� 2x8 P.T.JOISTS 2x8 RIM JOIST (2) P.T. 2x0s T. 2x0s AT 16" O.C. P.T. 2x6 PLATE w/ I/2"0 ANCHOR BOLTS AT 4811 O.C. $ AT ALL CORNERS 6" FOUNDATION HALL DETAIL AT MASONRY t" = i'-oil ENEER 2" STONE VENEER METAL LATH $ SCRATCH COAT (2) LAYERS 15# FELT 1/2" PLYWOOD + 3/4" PLYWOOD AT PIERS ONLY (PROJECT PIERS 3/4" TO I" PAST FACE OF VENEER HALL) — GRADE DETAIL I L A I 8" COLUMN w/ MANUFACTURER's BASE CONNECTORS 2" THICK BLUESTONE CAP w/ I" PROJECTION RESIDENTIAL ALL AROUND ARCHITECTURE 2x6 P.T. FRAMING MICHAEL P. PERRI ARCHITECT 8 Jumel Place DECKING Saratoga Springs, NY 12866 518.526.9265 FLOOR JOISTS lwww.michaelperfiarchitect.com - _Lm L. IBATH _ _ RENOVATIONS & NEW FRONT PORCH AT: JOIST HANGERS 43 GRANITE ST. (2) P.T. 2x8'5 w/ 8" SIMPSON STRUCTURAL Saratoga Springs, New York SCRENS INTO P.T. 2x0s ©202).Michael P.Perri, Architect THESE DRA WINOS ARE INSTRUMENTS OF SERVICE ANO AS SUCH REMAIN THE PROPERTY OF MICHAEL PERRI ARCHRECT. NO COPIES OR REPRODUCTIONS OF THESE DRAWINGS ARE PERMIREDWRHOI THECONSENTOFTHEARCHRECT. UPON COMPLETION OF THE WORK, ALL DRAWINGS (EXCEPT CONTRACT COPIES) ARE TO BE RETURNED TO THE ARCHRECT. UNAUTHORIE-cDALTERATIDNSAND/ORMODFICATI NSTO THSE DRA%VINGS 5 A VDI TION OFSECTION 729 (2T OETHE NEW YORK STATE EDUCATIDN TAW. REVISIONS FOUNDATION BELCH GRADE MEIN I I=1 1 DRAWN BY: TP I I—III— TE DATE: 10/10/2021 14" SCALE: AS NOTED SHEET NUMBER MASONRY PIERS A302 PHASE 2 D IE=--A II L-s