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2010-412 (2)TOWN Or QUEENSIBURY BUILDING & CODES DEPT. Reviewed y: Cate: N6fi1EE: Smoke detectors are required in bedroom;, 'adjacent to bedrooms and on each ;nor level including cellar or basement. detectors All smoke detectors & carbon monoxide batten backup ll and)loca ad oneall levels• l®a detectors are 1eping d on levels. TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination, compliance with our comments 1111111 not be oonsMjed as indicating the piens and s�eC►�oafions are in full compUanoe with tha viiding Coded of NOW, OW Newco State. KRAFT PAPER, INSlli / COVERED BY NON-COMB'' NON-COMBsER ralLF. COPY NOTICE FOAM INSI LATION MUST `7 ' Ir- EU BY A 15 MINUTE THERMAL d; RiER a RESIDEN 9 HILLSIDE DRIVE QUEENSBURY, NY W Al A2 DRAWING LIST ARCHITECTURAL DRAWINGS - LEGEND, ABBREVIATIONS & NOTES - FOUNDATION & SLAB PLAN - MAIN FLOOR FRAMING PLAN Y A3 -MAIN FLOOR PLAN i! A4 -SECOND FLOOR FRAMING PLAN A5 - SECOND FLOOR PLAN CODE ANALYSIS BASED ON THE INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE YANTERI RESIDENCE - QUEENSBURY - WARREN COUNTY - NY LOCAL DESIGN CRITERIA FLOOR LIVE LOAD - 40 PSF ROOF LIVE LOAD - 20 PSF ROOF SNOW LOAD (UNIFORM) - 46 PSF ROOF SNOW LOAD (UNBALANCED) - SEE DIAGRAM GROUND SNOW LOAD - 60 PSF BASIC WIND SPEED - 90 MPH WIND EXPOSURE CATEGORY - B HIGH WIND DESIGN CRITERIA - 110 MPH SEISMIC DESIGN CRITERIA (SDC) - B SDC CAD PROVISIONS - N/A WEATHERING AREA - SEVERE AREA CALCULATIONS GARAGE - 660 80. FT. MAIN FLOOR - EXISTING - 1,290 80. FT. MAIN FLOOR - ADDITION - 515 80. FT. SECOND FLOOR - EXISTING - 19087 80. FT. SECOND FLOOR - ADDITION - 211 80. FT. FROST LINE DEPTH TERMITE AREA DECAY AREA - 61 -Ow (TO B. 0. FOOTING) - SLIGHT/MODERATE - SLIGHT/MODERATE WINTER DESIGN TEMPERATURE - -10 DEGREES F FLOOD HAZARDS - N/A HEATING DEGREE DAYS -7635 CONSTRUCTION TYPE - DETACHED 1 FAMILY HEATING TYPE - NON -ELECTRIC RES CHECK COMPLIANCE REPORT - PASSES KEY PLAN TION EXIST'G. RESIDENCE ADDITION N A6 - BUILDING SECTION A7 - BUILDING SECTIONS A8 -ROOF FRAMING PLAN A9 - ELEVATIONS BUILDING PERMIT SUBMISSION -AUGUST 9, 2010 Cif one Construction Co. Inc. PO Box 684 Glens Falls, NY Ph. (518) 792-9242 Fx. (518) 792-3086 www.cifone.com PAONE ARCHITECTURE, P.C. INTERIOR DESIGN o CONSULTING 547 ROUTE 9P SARATOGA SPRINGS, NY 12866 518-580-0017 FAX 518-580-0018 W W W.PAONEARCHITECTURE.COM AFF - ABOVE FINISH FLOOR ACT - ACOUSTICAL CEILING TILE ADJ - ADJACENT ALT - ALTERNATE ALUM - ALUMINUM ANOD - ANODIZED FINISH APPROX - APPROXIMATE ARCH - ARCHITECTURAL ASSOC - ASSOCIATED ® - AT AV - AIR VENT BLK'G - BLOCKING BLDG - BUILDING BD - BOARD B - BOILER EQ - EQUAL CFM - CUBICEFEET PER MINUTE CH - CABINET HEATER CJ - CONTROL JOINT CL - CENTERLINE CLG - CEILING CLO - CLOSET CMU - CONCRETE MASONRY UNIT CONC - CONCRETE CONST - CONSTRUCTION CONT - CONTINUOUS CT - CERAMIC TILE CTR - COUNTER DET/DTL - DETAIL DIA - DIAMETER DIV - DIVISION DR - DOOR DN - DOWN DWG(S) - DRAWING(S) ABBREVIATION LEGEND EA - EACH HR - HANDRAIL MANUF - MANUFACTURER PL LAM - PLASTIC LAMINATE SPEC - SPECIFICATIONS ELEC - ELECTRICAL HDWR - HARDWARE MAS - MASONRY PLUMBG - PLUMBING SQ - SQUARE ELEV - ELEVATION HDR - HEADER MAT - MATERIAL PLY/PLYWD - PLYWOOD STL/ST - STEEL EQ - EQUAL HD - HEAVY DUTY MAX - MAXIMUM PNL - PANEL STOR - STORAGE EXIST - EXISTING HT - HEIGHT MECH - MECHANICAL POL - POLISHED STRUCT - STRUCTURAL/STRUCTURE EF - EXHAUST FAN HTG - HEATING MFR - MANUFACTURER PR - PAIR SUSP - SUSPEND EXP. JT - EXPANSION JOINT HVAC - HEATING, VENTILATING, AIR CONDITIONING MIN - MINIMUM EXT - EXTERIOR HC - HOLLOW CORE MIR - MIRROR PREFIN - PREFINISHED ET - EXPANSION TANK HORZ - HORIZONTAL MISC - MISCELLANEOUS PT - PAINT HP - HORSEPOWER MLDG - MOULDING PVC - POLYVINYL CHLORIDE T - TREAD MO - MASONRY OPENING T&G - TOUNGE & GROOVE MOD - MODIFIED T/S - TOP OF STEEL FE - FIRE EXTINGUISHER ID - INSIDE DIAMETER MT - MTD - METAL THRESHOLD MOUNTED QT - QUARRY TILE TEL - TELEPHONE FD - FLOOR DRAIN INSUL - INSULATION MTG - MOUNTING P TEMP - TEMPERED FOOT INT - INTERIOR R - RADIUS THK - THICK FIN - FINISH INV - INVERT RD - ROOF DRAIN THRU - THROUGH FLR - FLOOR NIC - NOT IN CONTRACT REC - RECESSED TRTD - TREATED FDN - FOUNDATION JAN- JANITOR NO - NUMBER RECEP - RECEPTION TYP - TYPICAL FTG - FURN - FOOTING FURNITURE JT - JOINT NA - NOT APPLICABLE REINF - REINFORCING FUR - FURRED, FURRING NOM - NOMINAL REQ'D - REQUIRED FR - FIRE RESISTANT NTS - NOT TO SCALE RH - RIGHT HAND UG - UNDERGROUND FRMG - FRAMING LAM - LAMINATED RM - ROOM UL - UNDERWRITER LABORATORIES LAV - LAVATORY RO - ROUGH OPENING UNO - UNLESS NOTED OTHERWISE LF - LINEAR FEET OC - ON CENTER UTIL - UTILITY LLH - LONG LEG HORIZONTAL OD - OUTSIDE DIAMETER GALV - GALVANIZED LLV - LONG LEG VERTICAL OH - OVERHEAD S - SEALER GA - GAUGE LP - LOW POINT OPP - OPPOSITE SA - SUPPLY AIR FAN V - VINYL GC - GENERAL CONTRACTOR LVR - LOUVER OPP HD - OPPOSITE HAND SCHD - SCHEDULE VERT - VERTICAL GL - GLASS/GLAZING OPNG - OPENING SEC - SECTION VTR - VENT THROUGH ROOF GNB - GROUND SF - SQUARE FEET GWB - GYPSUM BOARD KIT - KITCHEN P - PUMP SH - SHELVING W GYP BD - GYPSUM BOARD KPL - KICK PLATE PART - PARTITION SHT - SHEET W/ - WIDE - WITH PL - PLATE SIM - SOG - SIMILAR SLAB ON GRADE WD - WOOD PLAST - PLASTER WRGWB - WATER RESISTANT GYPSUM WALLBOARD SYMBOL LEGEND � • • � 2 HOUR FIRE RATED WALL/PARTITION GRANULAR FILL 1 CONSTRUCTION AS INDICATED IN PLANS Axxx Ir SMOKE PARTITION FROM CEILING TO UNDERSIDEPLYWOOD OF ROOF. 2x4 WD. STUDS w/ 1 LAYER 1 OF 5/8" TYPE 'X' GWB.Axxx RIGID INSULATION BATT INSULATION 1 AXX ROUGH WOOD BLOCKING CONCRETE XX STEEL xx STONE XXX 1 BRICK COLUMN UNE NUMBERS ROOM xNAME I =1 III=III=III=I-ii EARTH I 11=1 I I-1 I I-1 xx — FINISH WOOD 1. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE AND THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 2. THE WORK COMPLETED BY THE OWNER AND THE CONTRACTOR SHALL BE IN COMPLIANCE WITH THE LAWS, STATUTES AND RULES HAVING JURISDICTION OVER THE AREA WHERE THIS CONSTRUCTION IS BUILT. THE CONTRACTOR SHALL COMPLY WITH THE APPLICABLE CODES, CODE AMENDMENTS, STANDARDS, ORDINANCES, RULES AND REGULATIONS INCLUDING BUT NOT LIMITED TO THE FOLLOWING: LOCAL ZONING ORDINANCE LOCAL CODE REQUIREMENTS (PLUMBING, ELECTRICAL, ETC.) INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE NATIONAL PLUMBING CODE NATIONAL ELECTRICAL CODE 3. JOB SITE CONSTRUCTION SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THESE DRAWINGS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. BRACE BUILDING PROPERLY UNTIL ALL STRUCTURAL ELEMENTS ARE INSTALLED. DO NOT BACK FILL AGAINST FOUNDATION WALLS BEFORE FLOOR SYSTEM IS INSTALLED. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION. DO NOT SCALE OFF OF THESE CONSTRUCTION DRAWINGS. 5. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR NECESSARY TO PROVIDE COMPLETE AND OPERATING SYSTEMS. EXCEPT AS NOTED ON THE CONSTRUCTION DOCUMENTS. 6. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS NOT OBTAINED BY THE OWNER. 7. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, PERFORM ALL WORK AND INSTALL MATERIALS IN ACCORDANCE WITH RECOGNIZED, ACCEPTABLE STANDARD PRACTICE. 8. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING CONDITIONS ON THE SITE. CONTRACTOR SHALL CAREFULLY INSPECT THE ENTIRE AREA PRIOR TO STARTING WORK AND INCLUDE IN SCOPE OF WORK TO BE PERFORMED ALL AFFECTS OF EXISTING CONDITIONS TO WORK. 9. DO NOT DISTURB OR INTERRUPT EXISTING UTILITIES SUCH AS SEWER, WATER, ELECTRIC OR OTHER SERVICES ENCOUNTERED DURING EXCAVATION. 10. MINOR ITEMS OF WORK SUCH AS PATCHING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE, WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT. ELEVATION TAG SECTION TAG DETAIL TAG WINDOW TAG CONSTRUCTION NOTE TAG INTERIOR ELEVATION NO. x x x INTERIOR ELEVATION TAG x Axxx DRAWING NO. WHERE ELEVATION IS DRAWN — — — — — — — EXISTING TO BE REMOVED, HIDDEN OBJECTS, — — — — — — — OR CONSTRUCTION ABOVE VIEW OF DRAWING NEW PARTITION DOOR TAG ROOM IDENTIFICATION TAG REVISION NUMBER WALL TYPE TAG -�O- ELEVATION TARGET ARCHITECTURAL GENERAL NOTES 11. "PROVIDE" SHALL MEAN: FURNISH AND INSTALL THE SPECIFIED ITEM(S), UNIT(S) OR SYSTEM(S). 12. CONTRACTOR SHALL ADVISE THE ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES BETWEEN DRAWINGS, NOTES AND THE EXISTING CONDITIONS. SHOULD THE DRAWINGS OR NOTES DISAGREE IN THEMSELVES OR WITH EACH OTHER, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK AND/OR MATERIALS. 13. THE ARCHITECT SHALL HAVE THE RIGHT TO VISIT THE PROJECT SITE AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTORS' WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. 14. THE CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, ORDERLY AND SAFE CONDITION AT THE END OF EACH WORK DAY. THE SITE AND BUILDING SHALL BE MADE AS SECURE AS POSSIBLE SO AS TO PREVENT UNAUTHORIZED ENTRY AND ACTIVITY. CONTRACTOR SHALL PROVIDE AND MAINTAIN PROPER SIGNS, BARRICADES, AND FENCES TO PROPERLY PROTECT THE WORK, EQUIPMENT, PERSONS AND PROPERTY. 15. SUBSTITUTIONS SHALL BE PERMITTED ONLY IF THE CONTRACTOR SUBMITS DATA TO THE ARCHITECT THAT THE SUBSTITUTED PRODUCT IS EQUAL TO THE SPECIFIED PRODUCT OR MATERIAL AND THE ARCHITECT ACCEPTS THE SUBSTITUTION. 16. REMOVE ALL DEBRIS FROM THE SITE AND DISPOSE OF IT LEGALLY AT AN APPROVED OFF SITE LOCATION. 17. PRIOR TO COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTS, VERIFY GRADES AND REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION. 18. BLEND WORK OF THIS CONTRACT SMOOTHLY INTO EXISTING CONDITIONS AT CONSTRUCTION LIMITS. 19. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND TO PREVENT PONDING. 20. DESIGN, SELECTION AND INSTALLATION OF ALL MECHANICAL/ELECTRICAL SYSTEMS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR IN CONJUNCTION WITH QUALIFIED MECHANICAL/ELECTRICAL SUBCONTRACTORS. THESE SYSTEMS INCLUDE BUT ARE NOT LIMITED TO ELECTRICAL, MECHANICAL AND FIRE SYSTEMS. ALL WORK MUST COMPLY WITH THE CURRENT INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE. 21. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT THE FOLLOWING ITEMS FOR APPROVAL: ANY AND ALL PROPOSED CHANGES TO THE WORK AS DESCRIBED IN THE DRAWINGS OR SPECIFICATIONS AND ANY ITEM SPECIFICALLY CALLED OUT FOR SUBMISSION ON THE DRAWINGS OR IN THE NOTES. 22. THE CONTRACTOR MUST REFER TO FIRE RATED ASSEMBLIES AS SHOWN IN THESE ARCHITECTURAL DRAWINGS AND THE CORRESPONDING REFERENCED UL RATED ASSEMBLIES PRIOR TO CONSTRUCTING THE ASSEMBLIES. PENETRATIONS THROUGH THESE ASSEMBLIES MUST COMPLY TO UL CRITERIA FOR PENETRATIONS, ie. SMOKE DAMPERS, SAFING, CAULK, RATED COMPOUND, ETC. 23. ALL INDICATED DIMENSIONS ARE TO CENTERLINE OF STEEL, FACE OF FINISHED SURFACE OF EXISTING PARTITIONS, FACE OF STUDS AT NEW PARTITIONS, FACE OF CMU OR CONCRETE, UNLESS NOTED OTHERWISE. 24. IN THE EVENT THAT THE OWNER OR CONTRACTOR CONSENTS TO, ALLOWS OR AUTHORIZES OR APPROVES OF CHANGES TO ANY PLANS IN THE CONSTRUCTION DOCUMENT SET AND THESE CHANGES ARE NOT APPROVED IN WRITING BY THE ARCHITECT, THE OWNER AND CONTRACTOR RECOGNIZE THAT SUCH CHANGES AND THE RESULTS THEREOF, ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. 25. THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY CLEANING THE PROJECT AREA UPON COMPLE11ON OF THE PROJECT. 26. UPON COMMENCEMENT OF WORK PROVIDE TEMPORARY STREET ADDRESS NUMBER VISIBLE FROM MAIN ROAD. UPON COMPLETION OF WORK PROVIDE PERMANENT SIGNAGE WITH NUMBERS A MINIMUM OF 3" HIGH VISIBLE FROM MAIN ROAD. VERIFY SPECIFIC REQUIREMENTS WITH THE LOCAL MUNICIPALITY. NOTES H .o co O i` M V ZN .rn OLL _ (, N uw x d c V( N y' '�— CO N,091 u 3 i 3 V m� Ov O a 4-- V Z �oo U0 ~� H o Z `n 00 xz �� zx aZ �w w W �WCQ9o0 Z° 09¢ o w 0 CD a�'01 Ln � L �� ARckr n� y 02633 OF NG' THIS SHALL BE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW ® 2010 z O � W a 0 Z W � O o� V o0 Z r � W W 0 W >. M rA 2: Z W C >: oc o a W� 0 m W to Z �m J Z W Z W CD O =UA W Lu r= PROJECT NO: DATE : 7/27/10 SCALE : AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET. 1 of 10 DRAWING NO: AO LEGEND, ABBREV. & NOTES 2 BUILDING PERMIT SUBMISSION 8/09/10 1 PROGRESS SUBMISSION 7/27/10 No. REVISION/SUBMISSION DATE H .o co O i` M V ZN .rn OLL _ (, N uw x d c V( N y' '�— CO N,091 u 3 i 3 V m� Ov O a 4-- V Z �oo U0 ~� H o Z `n 00 xz �� zx aZ �w w W �WCQ9o0 Z° 09¢ o w 0 CD a�'01 Ln � L �� ARckr n� y 02633 OF NG' THIS SHALL BE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW ® 2010 z O � W a 0 Z W � O o� V o0 Z r � W W 0 W >. M rA 2: Z W C >: oc o a W� 0 m W to Z �m J Z W Z W CD O =UA W Lu r= PROJECT NO: DATE : 7/27/10 SCALE : AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET. 1 of 10 DRAWING NO: AO LEGEND, ABBREV. & NOTES r COORDINATE FOOTINGLFORSITE TH STORM WATER MANAGEMENT IF/AS REQUIRED. COORDINATE UNDER SLAB UTILITIES, (ie. PLUMBING) WITH THE CONTRACTOR(S) PRIOR TO PLACEMENT OF SLAB. T.O. WALL 2 ELEV. = -1'-2 1/8" A9 T.O. FOOTING ELEV. _ -8'-9 1/2" 24'-0" 00 BASEMENT b T r d• 5'-10" 3' 0" 5'-0t, d 4 CJ (V N I. 1 2 POCKET 1 8" ELEV. = 2 A9 FOUND. -1'-11"t Al 1'-4" F00T'G. 0 Vi o a • 3 w o I m z SJ (SLAB CONSTRUCTION JOINT) F SEE NOTE 8 UNDER SLAB NOTES rn X W 1 3 A7 Al THE CONTRACTOR SHALL VERIFY EXACT LOCATION & SIZE OF EXIST'G. FOUND. & FOOTING WITH THE ARCHITECT & REVIEW THE ABILITY TO TIE NEW FDN. & FTG. INTO EXIST'G FDN. & FTG. REFER TO 3/A1 _N N I M o CJ 4 12 o SD Mi W N �^ N Ngo LO z 0 0 m zz 0 0 o: W o: m W z V)ly-n FOUNDATION & SLAB PLAN SCALE:1 4" : l'-0" CROSS REFERENCE:1 /A2,1 /A3 APPROX. GRADE ELEV. _ -1'-8"f 5 • 7 cn T.O. PIER FTG.(TYP. ELEV. = -8'-9 1/2" 3' 0" 5'-10" 24, ------� �---- II Il--------� T.O. CONC. SLAB ELEV. = -8'-5 1/2;; cn PROVIDE 8" THICK o SLAB HAUNCH FOR_I NEW BEARING - WALL S.J. COLUMN BASEPLATE w/ EPDXY ANCHOR BOLTS USE (4) 1/2- DIA. BY 0'-6" LONG, MIN. 1/2" ISOLATION JOINT PRE -MOLDED vi -1/2" ISOLATION JOINT PRE -MOLDED S.J. •4-1 Cc) s. COLUMN INSTALL COLUMN ON T.O. FTG. TO BURY BASEPLATE REFER TO SLAB PLAN FOR THICKNESS I- T.O. FTG. -"4"-#5 BAR 0 12" O.C., E.W. 3" CLEAR COVER, TYP. REFER TO FOUND. PLAN COLUMN ISOLATION JOINT SCALE: 1 2" = l'-0" CROSS EFERENCE:1/A1 3 1 Al A6 a,� 2j" OPP 24'-101" HAND J \n \r NEW CONCRETE FOUND. WALL #5 DOWELS 0 16" O.C. -� SPANS LESS THAN 4'-6": DRILL, CLEAN HOLE HEADERS ARE TO BE (2) CONT. & EPDXY IN 2xl2's w/ 2" RIGID INSUL. BETWEEN O E y - PLAN COORDINATE WITH END. ARCHITECT ADHESIVEq. SPANS GREATER THAN 4'-6": a .. ANCHOR TO USE, IF 'd BETWEEN THEM WITH (2) JACKS AT EXISTING FOUNDA11ON e INTERIOR (3) 2x8's IN 2x6 WALLS & (2) WALLS ARE NOT 2x8's IN 2x4 WALLS. ►'� F ° POURED CONCRETE OR a dm NON-BEARING (1) JACK AT EACH END. FULLY GROUTED CMU OF 4" OF BEARING AT EACH END AND 7 1/2- AT CONTINUOUS SPAN BLOCK A. e. e W P. d . W�o0 p�Q Ow d p� °� x 0 00 P WATER STOP uIn ;. e d NEW CONC. FDN. S .J & FTG., REINF.a 2 OF N NOT SHOWN FOR , Ae . UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A CLARITY STATE EDUCATION LAW 0 2010 Z 3 1 h 9 VERIFY THIS 8 SPECIFIC LOCATION ADDITIONAL SUPPORT MAY BE REQ'D. BASEMENT AA7 10 n 4" CONC. SLAB w/ 6x6 W4.0 xW4.0 SHEET MESH REINFORCEMENT T.O. EXIST•G. CONC. SLAB ELEV. _ -8'-5 1/2" GARAGE 22'-0" -------------------- 24'-0" ELEVATIONS SHOWN ON THESE DRAWINGS USE THE TOP OF MAIN FLOOR, AS A DATUM OF 0'-0". ELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD AND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. INSTALL CONT. VERT. EXPANDABLE WATER STOP AT ALL NEW/EXISTING FOUNDATION WALL INTERSECTIONS EXIST'G 8" CMU FOUND. or POURED EXIST'G 8" CMU FOUND. or POURED #5 DOWELS 0 16" O.C. DRILL, CLEAN HOLE & EPDXY IN EXIST"G SLAB FTG. 6" #5 DOWELS 0 16" 0 C DRILL, CLEAN HOLE & EPDXY IN NEW/EXIS'G, FOUND. DETAIL SCALE: 1 /2" = l'-0" CROSS REFERENCE: 1/Al N N 3 D 2j" COLUMN LEGEND O 3" CONCRETE FILLED STEEL COLUMN WITH FIXED SIMPSON BEAM CONNECTION OR 3" ADJUSTABLE SCH. 40 STEEL COLUMN, MINIMUM BEARING PER FLOOR SYSTEM MANUFACTURER/DESIGN COLUMN LOCATION INDICATED BY SOLID SQUARE. COLUMNS ARE TO BE (3) BUILT UP 24's OR 2x4's DEPENDING ON WALL THICKNESS AND FULL HEIGHT. THESE POINT LOADS ARE TO BE CONTINUOUS FROM THE TOP OF THE FOUNDATION WALL OR BEAM TO THEIR UPPERMOST TERMINATION POINT. REFER TO DETAIL 12/A3 HEADERS (UNLESS NOTED OTHERWISE) EXTERIOR SPANS LESS THAN 4'-6": WALLS HEADERS ARE TO BE (2) CONT. V Z N 2xl2's w/ 2" RIGID INSUL. BETWEEN O E y - THEM WITH (2) JACKS AT EACH j3 N y .F.. Cr U END. TXrn V m SPANS GREATER THAN 4'-6": v HEADERS ARE TO BE (2) CONT. 11 V 1/4" M.LAMS w/ 2" RIGID INSUL. BETWEEN THEM WITH (2) JACKS AT P�0 EACH END. INTERIOR (3) 2x8's IN 2x6 WALLS & (2) BEARING WALLS 2x8's IN 2x4 WALLS. ►'� F MINIMUM OF 4" BEARING, TYPICAL. INTERIOR HEADERS ARE TO BE (2) 24's WITH NON-BEARING (1) JACK AT EACH END. SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM OF 4" OF BEARING AT EACH END AND 7 1/2- AT CONTINUOUS SPAN SUPPORTS FOUNDATION NOTES 1. FOUNDATION AND FOOLING SIZES VARY. REFER TO SECTIONS & DETAILS FOR SPECIFICS. CONTINUOUS FOOTINGS SHALL HAVE A MINIMUM OF (2) #5 BARS, CONTINUOUS. UNLESS NOTED OTHERWISE ON THESE DRAWINGS. 2. COLD WEATHER CONSTRUCTION MEASURES AND STANDARDS OF PRACTICE SHOULD BE FOLLOWED WHEN PLACING CONCRETE IN COLD WEATHER. 3. PROVIDE NECESSARY TEMPORARY DRAINAGE AND DEWATERING TECHNIQUES TO KEEP SUBGRADES AND EXCAVATIONS FREE OF WATER AND PONDING THROUGHOUT CONSTRUCTION. 4. FOOTINGS ARE DESIGNED FOR AN ASSUMED SOIL BEARING VALUE OF 2,000 PSF. ALL BOTTOM OF FOOTING ELEVATIONS SHALL BE AT LEAST 5'-0" BELOW FINISHED GRADE AT ANY LOCATION. 5. REFER TO ARCHITECTURAL DRAWINGS FOR WINDOW AND DOOR LOCATIONS. COORDINATE WITH OWNER REQUIRED FOUNDATION PENETRATION LOCATIONS FOR MECHANICAL, PLUMBING AND ELECTRICAL UTILITIES. 6. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AND 4,000 PSI, RESPECTIVELY, AFTER 28 DAYS. 7. ALL CONCRETE FOR FOOTINGS AND FOUNDATION WALLS SHALL HAVE A MAXIMUM OF 8.6 U.S. GALLONS OF WATER PER 94 LB BAG OF PORTLAND CEMENT AND HAVE A SLUMP OF 4". IN ADDITION, THE CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 1-1/2-. 8. ALL FOOTING AND FOUNDATION CONCRETE REINFORCEMENT STEEL SHALL BE DEFORMED BAR CONFORMING TO ASTM A615, GRADE 60. A MINIMUM OF 3" CLEAR FROM BOTTOM OF FOOTING AND 2" CLEAR COVER AT ALL OTHER LOCATIONS IS REQUIRED FOR ALL REINFORCEMENT PLACEMENTS. 9. VERTICAL REINFORCEMENT SHALL EXTEND A MINIMUM OF 24" BEYOND THE TOP OF FOOTINGS. 10. CONCRETE FORMS FOR FOUNDATION WALLS SHALL NOT BE REMOVED FOR AT LEAST 3 DAYS FROM THE DATE OF ITS POURING. PARTIAL VERTICAL LOADING OF NEW WALLS SHALL NOT OCCUR UNTIL AT LEAST 7 DAYS HAVE PASSED FROM THE DATE OF ITS POURING. LATERAL LOADS ON ANY FOUNDATION WALL, INCLUDING BACKFILL OF SOIL MATERIALS, SHALL NOT OCCUR UNTIL THE NEW FOUNDATION WALLS HAVE REACHED THEIR MAXIMUM 28 COMPRESSIVE STRENGTH AND THE WALLS ARE LATERALLY TIED THROUGH THE COMPLETION OF THE BUILDING'S FIRST FLOOR FRAMING. 11. SUBBASE/DRAINAGE MATERIAL: A CRUSHED STONE OR GRAVEL AS DEFINED IN SECTION 703-02 OF THE NYSDOT STANDARD SPECIFICATIONS, HAVING NO PARTICLES LARGER THAN 1 1/2- AND NO MORE THAN 1% PASSING THE #200 SIEVE. 12. ALL REBAR SPLICES SHALL BE IN CONFORMANCE WITH ACI STANDARDS. 13. COORDINATE FOUNDATION WATERPROOFING REQUIREMENTS, FOOTING & ROOF EAVE DRAINAGE WITH SITE CONDITIONS AND SITE ENGINEERING DRAWINGS. SLAB NOTES 1. CONCRETE FOR ALL SLABS (INTERIOR & EXTERIOR) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 2. ALL SLAB SUB -BASE MATERIAL SHALL BE A MINIMUM OF 6" COMPACTED SELECT GRANULAR FILL (NYSDOT STANDARD SPECIFICATION 703-02; TYPE #2 CRUSHED STONE). BASE SHALL NOT HAVE WATER ADDED PRIOR TO PLACEMENT OF CONCRETE. 3. ON TOP OF THE SLAB SUB -BASE MATERIAL FOR INTERIOR SLABS, A 6 MIL REINFORCED POLYETHYLENE VAPOR BARRIER SHALL BE INSTALLED, THEN A 4" LAYER OF COMPACTED GRANULAR FILL (NYSDOT STANDARD SPECIFICATION 304-2; TYPE #4) SHALL BE PROVIDED. COORDINATE & VERIFY THIS DESIGN WITH THE ARCHITECT IF UNDERSLAB RIGID INSULATION IS TO BE USED. 4. ALL CONCRETE SLABS SHALL BE WET CURED FOR A MINIMUM OF (7) DAYS OR APPROVED CURING AGENT USED. ALL CURING SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ACI STANDARDS. 5. INTERIOR CONCRETE FLOOR FINISHES SHALL BE A TRUE, SMOOTH TROWEL AND LEVEL SURFACE. 6. ALL EXPOSED EXTERIOR PADS SHALL BE BROOM FINISHED AND SLOPED AWAY FROM THE BUILDING AT 1/8" VERTICAL TO 12" HORIZONTAL 7. COLD WEATHER CONSTRUCTION MEASURES AND STANDARDS OF PRACTICE SHOULD BE FOLLOWED WHEN PLACING CONCRETE IN COLD WEATHER. 8. SLAB CONSTRUCTION AND SAW CUT JOINTS SHALL BE PROVIDED IN THE LOCATIONS SHOWN. TYPES OF JOINTS MAY BE INTERCHANGED BASED ON CONSTRUCTION SEQUENCE USED. SAW CUT JOINTS SHALL BE CUT WITHIN REQUIRED TIME FRAMES. 9. ALL SLABS SHALL BE 4" THICK (MIN.) WITH 6x6-W4.OxW4.0 DEFORMED WIRE MESH (SHEET TYPE) CENTERED IN SLAB THICKNESS. PROVIDE SLAB HAUNCHES ON OR AGAINST NEIGHBORING WALLS AND FOOTINGS AS SHOWN ON THE DRAWINGS. 10. PROTECT CONCRETE FLOOR TO PREVENT DAMAGE, CHIPPING, ETC. IN AREAS WHERE THE FLOOR FINISH IS TO REMAIN CONCRETE. 11. ALL CONCRETE FLOORS/SLABS BOTH INTERIOR AND EXTERIOR THAT ARE TO REMAIN UNFINISHED (NO STAIN OR PAINT) SHALL HAVE A MINIMUM OF (2) TWO COATS OF CONCRETE SEALER, SUCH AS 'KURE N SEAL' BY SONNEBORN OR EQUAL, PER MANUFACTURER'S RECOMMENDATIONS. FOR SLABS THAT ARE TO BE FINISHED WITH PAINT, STAIN OR TILE FOLLOW FINISH MATERIAL MANUFACTURER'S RECOMMENDATIONS FOR CURING & PREPPING CONCRETE SLAB FOR FINISH MATERIAL. NOTES ElBEAM POCKET. ELEVATION OF POCKET SEAT = -l'-11"± POCKET WIDTH TO EQUAL BEAM WIDTH + 2" BEAM POCKET TO PROVIDE A MINIMUM OF 4" OF BEARING FOR BEAM. REFER TO FRAMING PLANS. ❑2 3'-0"x 3'-0"x 12" DEEP COLUMN FOOTING WITH (3) #5 BARS EACH WAY. COORDINATE WITH ARCHITECT ANY EXISTING FOOTINGS THAT MAY EITHER BE RE -USED OR REMOVED. ❑SONOTUBE FOOTING/FOUNDATION SYSTEM AS MADE BY 'BIG FOOT', MODEL # BF24 WITH MINIMUM OF 8" DIAMETER SONOTUBE PIER, FILL WITH CONCRETE. B.O. FOOTING SYSTEM TO BE MIN. 5'-0" BELOW FINISH GRADE. ❑3" CONCRETE FILLED STEEL COLUMN WITH FIXED SIMPSON BEAM CONNEC11ON OR 3" ADJUSTABLE SCH. 40 STEEL COLUMN, SECURE COLUMN TO SLAB/FOOTING WITH EPDXY BOLTS & TO BEAM WITH LAG BOLTS, REFER TO 2/A1. MINIMUM BEARING PER FLOOR SYSTEM MANUFACTURER/DESIGN. ElPROVIDE SUMP AND PUMP AS REQUIRED FOR UNDERSLAB AND/OR PERIMETER DRAINAGE. LOCATE IN MECHANICAL ROOM ONLY, AS INDICATED. ❑6 PROVIDE (2) DIAGONAL 3'-0" LONG #4 BAR AT CORNER LOCATIONS, CENTERED IN SLAB. LOCATE FIRST BAR 3" FROM CORNER & SECOND BAR 8" O.C. FROM FIRST BAR. 7 REMOVE FOUNDATION WALLS, STAIRS, CONCRETE SLAB AS REQ'D. & BILCO DOORS IN THEIR ENTIRETY. lilREMOVE EXISTING STEEL COLUMN IF RENDERED USELESS AFTER SECOND FLOOR BEAM REMOVAL. ❑9 PROVIDE SOLID INFILL BLOCKING (3) 2x's DIRECTLY UNDER BUILT UP POINT LOAD POSTS ABOVE, REFER TO FLOOR PLAN. IF EXISTING FOUNDATION WALL IS CMU BLOCK, GROUT CORES SOLID, (2) BLOCKS DEEP UNDER POST LOCATION PRIOR TO INSTALLING POST. HRELOCATE EXTERIOR HOSE BIBS, PLUMBING CLEANOUTS AND OTHER UTILITIES TO EXTERIOR WALLS AS REQUIRED, COORDINATE NEW LOCATION WITH OWNER. BUILDING PERMIT SUBMISSION 2 8/09/10 PROGRESS SUBMISSION 1 7/27/10 No. REVISION/SUBMISSION DATE 0 c H .o 00 O � M V Z N O E y - v ' U ori uc j3 N y .F.. Cr U V7 00 3N 3 TXrn V m CA)O v CL V P�0 W i~ ►'� F �ccU N O Wu ~� H o Dov z�W � x W P. W 0 z W�o0 p�Q Ow p� °� x 0 00 P uIn ll'�,D A k A. S N;;Y 02c6 3 Y) OF N THIS SHALL BE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW 0 2010 Z � a a � a W p m 0 co a Z r .J W co >Z W it .. Z 0 ca0 _m a W co 0 ~ JWZ Z 0 Owp Lu ma LL F PROJECT NO: DATE 7/27/10 SCALE AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET: 2 of 10 DRAWING NO: Al FOUNDATION/SLAB PLAN 0 N N 0 0 J m c� z p V) X w 0 I 0 �0(,'<ET lEi._ 1' 1":i 2 A9 24'-0" 1 1/4- RIM BOARD, TYPICAL BRI MAIN FLOOR FRAMING PLAN SCALE:1 4" = V -0 - CROSS AEFERENCE:1/A1,1/A3 24'-101" IJ LAIA Bf.AM O '" EEP REVIEW EXISTING CONSTRUCTION IN THIS AREA, COORDINATE NEED 4 FOR NEW M -LAM BEAM TO 7' 6 SPAN EXISTING BILCO OPENING w/ THE ARCHITECT 4 FINISHED FLOOR OF NEW ADDITION TO MATCH FINISHED FLOOR OF EXISTING RESIDENCE STUD WALL IN BASEMENT TO PROVIDE BEARING FOR TJI FLOOR SYSTEM IN THIS AREA. GARAGE 22'-0" BASEMENT J 4 rn I io 2 A7 2j„ I Dec* 24'-0" ELEVATIONS SHOWN ON THESE DRAWINGS USE THE TOP OF MAIN FLOOR, AS A DATUM OF 0'-0". ELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD AND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. N 16'-0" 2 2j" �■J COLUMN LEGEND O 3" CONCRETE FILLED STEEL COLUMN WITH FIXED SIMPSON BEAM CONNECTION OR 3" ADJUSTABLE SCH. 40 STEEL COLUMN, MINIMUM BEARING PER FLOOR SYSTEM MANUFACTURER/DESIGN COLUMN LOCATION INDICATED BY SOLID SQUARE. COLUMNS ARE TO BE (3) BUILT UP 2x6's OR 2x4's DEPENDING ON WALL THICKNESS AND FULL HEIGHT. THESE POINT LOADS ARE TO BE CONTINUOUS FROM THE TOP OF THE FOUNDATION WALL OR BEAM TO THEIR UPPERMOST TERMINATION POINT. REFER TO DETAIL 12/A3 HEADERS (UNLESS NOTED OTHERWISE) EXTERIOR SPANS LESS THAN 4'-6": WALLS HEADERS ARE TO BE (2) CONT. 2x12's w/ 2" RIGID INSUL. BETWEEN THEM WITH (2) JACKS AT EACH END. SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM OF 4" OF BEARING AT EACH END AND 7 1/2- AT CONTINUOUS SPAN SUPPORTS ADDITIONAL FLOOR FRAMING NOTES: -THESE PLANS ARE FOR REFERENCE ONLY. A FLOOR FRAMING LAYOUT AND DESIGN SHALL BE PROVIDED BY AN AUTHORIZED/ LICENSED JOIST SUPPLIER. - IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH THE JOIST SUPPLIERS DRAWING(S) FOR REVIEW BY THE ARCHITECT, PRIOR TO ORDERING AND INSTALLATION OF THE FLOOR SYSTEM. - THE ENTIRE FLOOR SYSTEM SHALL HAVE A MINIMUM TJ PRO FLOOR PERFORMANCE RATING OF 45 POINTS OR HIGHER. NOTE: FRAMING CONTRACTOR TO REFER TO ALL MANUFACTURERS RECOMMENDED DETAILS FOR FLOOR FRAMING. SEE TRUS-JOIST SPECIFIERS GUIDES (LATEST EDITION) OR THE FRAMERS POCKET GUIDE TO THE FRAMEWORKS BUILDING SYSTEM DATED SEPTEMBER 2003 (OR LATEST EDITION) AS PROVIDED WITH THE JOISTS. NOTE: THE CONTRACTOR MAY USE/ORDER SOLID PARALLAM MEMBERS IN LIEU OF BUILT UP MICRO LAM MEMBERS. EX. 7"x 14" PARALLAM VERSUS (4) 1 3/4" x 14" MICRO LAMS NAILED TOGETHER. FRAMING PLAN NOTES 1. DESIGN FLOOR LOADS: (L/480) LIVE LOADS 40 PSF (GENERAL) DEAD LOADS 20 PSF 2. DESIGN ROOF LOADS: (MIN. L/360) TOP CHORD LL 45 PSF UNIFORM TOP CHORD LL UNBALANCED SNOW LOAD (SEE DIAGRAM) TOP CHORD DL 15 PSF BOTTOM CHORD LL 10 PSF BOTTOM CHORD DL 10 PSF + 10 PSF (EXIST. TRUSS) WIND SPEED 90 MPH 3. WOOD MATERIALS (OTHER THAN TRUSSES AND MICRO LAM BEAMS) SHALL BE SPRUCE -PINE -FUR (SPF), HAVE A MAX. MOISTURE CONTENT OF 196 AND WITH THE FOLLOWING STRENGTH GRADES: a) FLOOR JOISTS: NO. 2 SELECT STRUCTURAL OR BETTER b) BEAMS, HEADERS: SELECT STRUCTURAL OR BETTER c) POSTS, COLUMNS: SELECT STRUCTURAL OR BETTER 4. CROSS BRIDGING OF FLOOR JOISTS/BEAMS SHALL BE PROVIDED AS SHOWN AND/OR REQUIRED BY INDUSTRY STANDARDS. END BLOCKING SHALL OCCUR THROUGHOUT STRUCTURE. 5. DESIGNATED TJI JOISTS AND MICRO LAM BEAMS SHOWN ON PLAN ARE PRODUCTS BY TRUS JOIST. MEMBERS MAY BE SUBSTITUTED WITH OTHER MANUFACTURED PRODUCTS PROVIDED THESE NEW MEMBERS MEET OR EXCEED THE STRENGTH CHARACTERISTICS OF THOSE PROVIDED ON THESE PLANS. MICRO LAM LVL HEADERS & BEAMS SHALL HAVE A MODULUS OF ELASTICITY (E) OF 1.900 PSI. 6. UNDER NO CIRCUMSTANCES SHALL WOODEN TJI JOISTS AND MICRO LAM BEAM MEMBERS' BOTTOM/TOP FLANGES BE CUT, DRILLED OR NOTCHED. ANY HOLES NEEDED THROUGH THE MEMBERS' WEBS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS ONLY. THE JOIST LOCATIONS INDICATED ARE NOMINAL; ACTUAL LOCATIONS MAY VARY TO AVOID PLUMBING, COLUMNS, ETC. BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATION AND INSTALLA11ON REQUIREMENTS. TJI JOISTS STIFFENERS SHALL BE PROVIDED AT CONCENTRATED LOAD POINTS AND AS OTHERWISE REQUIRED. 7. WOODEN TJI JOISTS AND MICRO LAM BEAM CONNECTORS SHALL BE ACCOMPLISHED THROUGH DIRECT BEARING (4" MINIMUM) OR CERTIFIED GALVANIZED METAL SIMPSON HANGERS/CONNECTORS. ALL BEARING POINTS OR HANGERS SHALL BE DESIGNED TO ACCOMMODATE LOAD REQUIREMENTS OF CONNECTION. 8. EXACT LINTEL LOCATIONS SHALL BE GOVERNED BY THE PROJECTS ARCHITECTURAL DRAWINGS. ALL LINTELS SHALL BEAR A MINIMUM OF 4" ONTO THEIR STRUCTURAL SUPPORTS AT EACH SIDE OF OPENINGS, UNLESS NOTED OTHERWISE. STEEL LINTELS SHALL BE ASTM A36 STEEL. 9. WHERE WOODEN JOIST/BEAMS FRAME INTO WOODEN SILLS, BEAMS, OR COLUMNS SIMPSON STRONGTIES ADEQUATE FOR LOADING SHALL BE USED. 10. SUBFLOOR TO BE 23/32" OR 3/4" TONGUE & GROOVE DECKING AS MANUFACTURED BY "ADVANTECH, 1-800-933-9220" GLUED & NAILED TO FLOOR JOISTS. 11. GRADING OF WOOD PER NDS - NATIONAL DESIGN SPECIFICATION BY AMERICAN FOREST AND PAPER ASSOCIATION (AFPA) NOTES ElBEAM POCKET. ELEVATION OF POCKET SEAT = -l'-11"± POCKET WIDTH TO EQUAL BEAM WIDTH + 2" BEAM POCKET TO PROVIDE A MINIMUM OF 4" OF BEARING FOR BEAM. REFER TO FRAMING PLANS. SONOTUBE FOOTING/FOUNDATION SYSTEM AS MADE BY 'BIG FOOT', MODEL # BF24 WITH MINIMUM OF 8" DIAMETER SONOTUBE PIER, FILL WITH CONCRETE 3" CONCRETE FILLED STEEL COLUMN WITH FIXED SIMPSON BEAM CONNECTION OR 3" ADJUSTABLE SCH. 40 STEEL COLUMN, SECURE COLUMN TO SLAB/FOOTING WITH EPDXY BOLTS & TO BEAM WITH LAG BOLTS, REFER TO 2/A1. MINIMUM BEARING PER FLOOR SYSTEM MANUFACTURER/DESIGN. LOCATION OF BUILT UP WOOD POST CONCEALED WITHIN THE WALL. REFER TO FRAMING PLANS. POST IS TO CONSIST OF (3) MEMBERS UNLESS ANOTHER NUMBER IS NOTED OTHERWISE IN PARENTHESIS. PROVIDE SOLID BLOCKING FROM UNDERSIDE OF POST TO EITHER THE TOP OF THE FOUNDATION OR THE TOP OF THE BUILT UP BEAM IN THE BASEMENT, DEPENDING ON POST LOCATION. BUILDING PERMIT SUBMISSION 2 1 PROGRESS SUBMISSION No. REVISION/SUBMISSION 8/09/10 7/27/10 DATE SPANS GREATER THAN 4'-6": HEADERS ARE TO BE (2) CONT. 11 1/4" M.LAMS w/ 2" RIGID INSUL. BETWEEN THEM WITH (2) JACKS AT EACH END. INTERIOR (3) 2x8's IN 2x6 WALLS & (2) BEARING WALLS 2x8's IN 2x4 WALLS. MINIMUM OF 4" BEARING, TYPICAL. INTERIOR HEADERS ARE TO BE (2) 2x6's WITH NON—BEARING (1) JACK AT EACH END. SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM OF 4" OF BEARING AT EACH END AND 7 1/2- AT CONTINUOUS SPAN SUPPORTS ADDITIONAL FLOOR FRAMING NOTES: -THESE PLANS ARE FOR REFERENCE ONLY. A FLOOR FRAMING LAYOUT AND DESIGN SHALL BE PROVIDED BY AN AUTHORIZED/ LICENSED JOIST SUPPLIER. - IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH THE JOIST SUPPLIERS DRAWING(S) FOR REVIEW BY THE ARCHITECT, PRIOR TO ORDERING AND INSTALLATION OF THE FLOOR SYSTEM. - THE ENTIRE FLOOR SYSTEM SHALL HAVE A MINIMUM TJ PRO FLOOR PERFORMANCE RATING OF 45 POINTS OR HIGHER. NOTE: FRAMING CONTRACTOR TO REFER TO ALL MANUFACTURERS RECOMMENDED DETAILS FOR FLOOR FRAMING. SEE TRUS-JOIST SPECIFIERS GUIDES (LATEST EDITION) OR THE FRAMERS POCKET GUIDE TO THE FRAMEWORKS BUILDING SYSTEM DATED SEPTEMBER 2003 (OR LATEST EDITION) AS PROVIDED WITH THE JOISTS. NOTE: THE CONTRACTOR MAY USE/ORDER SOLID PARALLAM MEMBERS IN LIEU OF BUILT UP MICRO LAM MEMBERS. EX. 7"x 14" PARALLAM VERSUS (4) 1 3/4" x 14" MICRO LAMS NAILED TOGETHER. FRAMING PLAN NOTES 1. DESIGN FLOOR LOADS: (L/480) LIVE LOADS 40 PSF (GENERAL) DEAD LOADS 20 PSF 2. DESIGN ROOF LOADS: (MIN. L/360) TOP CHORD LL 45 PSF UNIFORM TOP CHORD LL UNBALANCED SNOW LOAD (SEE DIAGRAM) TOP CHORD DL 15 PSF BOTTOM CHORD LL 10 PSF BOTTOM CHORD DL 10 PSF + 10 PSF (EXIST. TRUSS) WIND SPEED 90 MPH 3. WOOD MATERIALS (OTHER THAN TRUSSES AND MICRO LAM BEAMS) SHALL BE SPRUCE -PINE -FUR (SPF), HAVE A MAX. MOISTURE CONTENT OF 196 AND WITH THE FOLLOWING STRENGTH GRADES: a) FLOOR JOISTS: NO. 2 SELECT STRUCTURAL OR BETTER b) BEAMS, HEADERS: SELECT STRUCTURAL OR BETTER c) POSTS, COLUMNS: SELECT STRUCTURAL OR BETTER 4. CROSS BRIDGING OF FLOOR JOISTS/BEAMS SHALL BE PROVIDED AS SHOWN AND/OR REQUIRED BY INDUSTRY STANDARDS. END BLOCKING SHALL OCCUR THROUGHOUT STRUCTURE. 5. DESIGNATED TJI JOISTS AND MICRO LAM BEAMS SHOWN ON PLAN ARE PRODUCTS BY TRUS JOIST. MEMBERS MAY BE SUBSTITUTED WITH OTHER MANUFACTURED PRODUCTS PROVIDED THESE NEW MEMBERS MEET OR EXCEED THE STRENGTH CHARACTERISTICS OF THOSE PROVIDED ON THESE PLANS. MICRO LAM LVL HEADERS & BEAMS SHALL HAVE A MODULUS OF ELASTICITY (E) OF 1.900 PSI. 6. UNDER NO CIRCUMSTANCES SHALL WOODEN TJI JOISTS AND MICRO LAM BEAM MEMBERS' BOTTOM/TOP FLANGES BE CUT, DRILLED OR NOTCHED. ANY HOLES NEEDED THROUGH THE MEMBERS' WEBS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS ONLY. THE JOIST LOCATIONS INDICATED ARE NOMINAL; ACTUAL LOCATIONS MAY VARY TO AVOID PLUMBING, COLUMNS, ETC. BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATION AND INSTALLA11ON REQUIREMENTS. TJI JOISTS STIFFENERS SHALL BE PROVIDED AT CONCENTRATED LOAD POINTS AND AS OTHERWISE REQUIRED. 7. WOODEN TJI JOISTS AND MICRO LAM BEAM CONNECTORS SHALL BE ACCOMPLISHED THROUGH DIRECT BEARING (4" MINIMUM) OR CERTIFIED GALVANIZED METAL SIMPSON HANGERS/CONNECTORS. ALL BEARING POINTS OR HANGERS SHALL BE DESIGNED TO ACCOMMODATE LOAD REQUIREMENTS OF CONNECTION. 8. EXACT LINTEL LOCATIONS SHALL BE GOVERNED BY THE PROJECTS ARCHITECTURAL DRAWINGS. ALL LINTELS SHALL BEAR A MINIMUM OF 4" ONTO THEIR STRUCTURAL SUPPORTS AT EACH SIDE OF OPENINGS, UNLESS NOTED OTHERWISE. STEEL LINTELS SHALL BE ASTM A36 STEEL. 9. WHERE WOODEN JOIST/BEAMS FRAME INTO WOODEN SILLS, BEAMS, OR COLUMNS SIMPSON STRONGTIES ADEQUATE FOR LOADING SHALL BE USED. 10. SUBFLOOR TO BE 23/32" OR 3/4" TONGUE & GROOVE DECKING AS MANUFACTURED BY "ADVANTECH, 1-800-933-9220" GLUED & NAILED TO FLOOR JOISTS. 11. GRADING OF WOOD PER NDS - NATIONAL DESIGN SPECIFICATION BY AMERICAN FOREST AND PAPER ASSOCIATION (AFPA) NOTES ElBEAM POCKET. ELEVATION OF POCKET SEAT = -l'-11"± POCKET WIDTH TO EQUAL BEAM WIDTH + 2" BEAM POCKET TO PROVIDE A MINIMUM OF 4" OF BEARING FOR BEAM. REFER TO FRAMING PLANS. SONOTUBE FOOTING/FOUNDATION SYSTEM AS MADE BY 'BIG FOOT', MODEL # BF24 WITH MINIMUM OF 8" DIAMETER SONOTUBE PIER, FILL WITH CONCRETE 3" CONCRETE FILLED STEEL COLUMN WITH FIXED SIMPSON BEAM CONNECTION OR 3" ADJUSTABLE SCH. 40 STEEL COLUMN, SECURE COLUMN TO SLAB/FOOTING WITH EPDXY BOLTS & TO BEAM WITH LAG BOLTS, REFER TO 2/A1. MINIMUM BEARING PER FLOOR SYSTEM MANUFACTURER/DESIGN. LOCATION OF BUILT UP WOOD POST CONCEALED WITHIN THE WALL. REFER TO FRAMING PLANS. POST IS TO CONSIST OF (3) MEMBERS UNLESS ANOTHER NUMBER IS NOTED OTHERWISE IN PARENTHESIS. PROVIDE SOLID BLOCKING FROM UNDERSIDE OF POST TO EITHER THE TOP OF THE FOUNDATION OR THE TOP OF THE BUILT UP BEAM IN THE BASEMENT, DEPENDING ON POST LOCATION. BUILDING PERMIT SUBMISSION 2 1 PROGRESS SUBMISSION No. REVISION/SUBMISSION 8/09/10 7/27/10 DATE .o H co O M V Z N ON O_ ca 6 -I-- y ' V U- u c VI N 4— 'W N u vp i XN O O I- V co o Ov 4-- V U� P_�z W� Hz �oo V 0 W U N ,, o oU H o x z� z x Q z0'E° �z 0w o� o� N 00 LU), ARC SSD 9 026330 OF N� THIS SHALL BE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW 0 2010 Z O 0 0 z o a a mi a 1 0 W Z Z N W r a W> Z La. W cc cc o� 0 0 m J W c0 u ~�W Z Z rc _0..a 2 2 PROJECT NO: DATE : 7/27/10 SCALE : AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET: 3 of 10 DRAWING NO: A2 MAIN FLR. FRAMING PLAN I 0 z O 0 w z O 0 J m 0 z P En X w I 00 1k. 2 y A9 24'-0" 6'-06" R.O. KITCHEN TILE FLOOR 8'-11j" (FINAL LAYOUT TO BE DETERMINED) b 1 A7 APPROX. GRADE ELEV. --l'-4"f LINE OF ROOF ABOVE MAIN FLOOR PLAN SCALE:1 4" = 1'-O" CROSS REFERENCE:1/A1,1/A2 SMOKE DETECTOR (SD) / REFER TO NOTE 5 & 7 UNDER GENERAL NOTES / SD t` MAIN FLOOR / ELEV. = 0'-0" / _nrel-ll -- 24'-102" 6'-3j" 11'-9j" R.O. 6'-911 ADD/CONSTRUCT STEPS AS REQ D. TO GRADE 1 I A6 i�� I M 5 1 ka 1 ACCESS TO \y Y/ KITCHEN ATTIC FROM GARAGE MUD ROOM 0 GARAGE SLAB ELEV. = -1'-4" GARAGE 0 22'-0,. DINING ROOM r� F — — — — 24.-0" — — y__ 2 A7 169-010 INSTALL NEW 6x6 PT WOOD POST FOR FRAMING ABOVE INSTALL SIMPSON POST TO CONC. CONNECTORS IN SONOTUBES REFER TO FRAMING PLAN OL APPROX. GRADE ELEV. - -1'-8"t NOTE: THE CONTRACTOR IS TO REVIEW WITH THE OWNER ELECTRICAL & CABLE LOCATIONS, INCLUDING SWITCHES, OUTLETS, ETC. PRIOR TO THE COMMENCEMENT OF THE TRADE ROUGH IN WORK. ELEVA11ONS SHOWN ON THESE DRAWINGS USE THE TOP OF MAIN FLOOR, AS A DATUM OF 0'-0". ELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD AND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. GREAT ROOM N p O I 0 NOTE: FINAL WINDOW SELECTION TO BE DETERMINED UPON COMPLETION OF KITCHEN DESIGN/LAYOUT.-FINAL WINDOWS TO MEET CODE LIGHT & VENTILATION REQUIRED MINIMUM ACTUAL > MINIMUM ROOM ROOM (SQ.FT.) LIGHT AREA (8% of SQ.FT.) VENT AREA (4% of SQ.FT.) LIGHT AREA (SQ.FT.) VENT AREA (SQ.FT.) KITCHEN 483 38.64 19.32 40.90 31.30 HEADERS ARE TO BE (2) CONT. 11 4- a 1/4- M.LAMS w/ 2" RIGID INSUL. U BETWEEN THEM WITH (2) JACKS AT EACH END. INTERIOR (3) 2x8's IN 2x6 WALLS & (2) BEARING WALLS 2x8's IN 2x4 WALLS. � MINIMUM OF 4" BEARING, TYPICAL. INTERIOR HEADERS ARE TO BE (2) 2x6's WITH NON-BEARING (1) JACK AT EACH END. SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM OF 4" OF BEARING AT EACH END AND 7 1/2- AT CONTINUOUS SPAN SUPPORTS COLUMN LEGEND O 3" CONCRETE FILLED STEEL COLUMN WITH FIXED SIMPSON BEAM CONNECTION OR 3" ADJUSTABLE SCH. 40 STEEL COLUMN, MINIMUM BEARING PER FLOOR SYSTEM MANUFACTURER/DESIGN COLUMN LOCATION INDICATED BY SOLID SQUARE. COLUMNS ARE TO BE (3) BUILT UP 2x6's OR 2x4's DEPENDING ON WALL THICKNESS AND FULL HEIGHT. THESE POINT LOADS J ARE TO BE CONTINUOUS FROM THE TOP OF THE FOUNDATION WALL OR BEAM TO THEIR UPPERMOST TERMINATION POINT. REFER TO DETAIL 12/A3 HEADERS (UNLESS NOTED OTHERWISE) EXTERIOR SPANS LESS THAN 4'-6": WALLS HEADERS ARE TO BE (2) CONT. V Z cel 2x12's w/ 2" RIGID INSUL. BETWEEN THEM WITH (2) JACKS AT EACH Vl N END. T i`O N 3 SPANS GREATER THAN 4'-6": HEADERS ARE TO BE (2) CONT. 11 4- a 1/4- M.LAMS w/ 2" RIGID INSUL. U BETWEEN THEM WITH (2) JACKS AT EACH END. INTERIOR (3) 2x8's IN 2x6 WALLS & (2) BEARING WALLS 2x8's IN 2x4 WALLS. � MINIMUM OF 4" BEARING, TYPICAL. INTERIOR HEADERS ARE TO BE (2) 2x6's WITH NON-BEARING (1) JACK AT EACH END. SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM OF 4" OF BEARING AT EACH END AND 7 1/2- AT CONTINUOUS SPAN SUPPORTS GENERAL NOTESi 1. THE CONTRACTOR IS TO CONFIRM THE WINDOW & DOOR MANUFACTURER, ROUGH OPENINGS, TYPES, SCREENS, COLORS, OPTIONS, HARDWARE, ETC. AS WELL AS LOCATIONS OF WINDOWS & DOORS PRIOR TO THE START OF CONSTRUCTION. ALL WINDOW AND DOOR LETTER/NUMBER DESIGNATIONS REFER TO ANDERSEN RESIDENTIAL PRODUCTS. 2. EXTERIOR WALLS ARE TO BE FRAMED WITH 2x6 WOOD STUDS O 16' O.C. 3. INTERIOR WALLS MAY BE FRAMED WITH 2x4 WOOD STUDS O 16" O.C., UNLESS NOTED OTHERWISE ON THE PLANS. 4. THE TOP AND BOTTOM OF ALL STAIRS, INCLUDING LANDINGS, SHALL HAVE LIGHT FIXTURES ACTIVATED FROM THE TOP & BOTTOM OF THE STAIRS. 5. SMOKE ALARMS SHALL BE LOCATED THROUGHOUT THE RESIDENCE PER SECTION R317 OF THE RESIDENTIAL CODE OF NYS. ALARMS TO HAVE BATTERY BACKUP, BE HARDWIRED, AS WELL AS INTERCONNECTED. 6. PROVIDE SOLID 2x FIREBLOCKING AT EACH FLOOR LEVEL IF NOT PROVIDED BY DOUBLE TOP PLATE AND AT 10'-0" O.C. MAXIMUM IN CONCEALED HORIZONTAL SPACES, INCLUDING FLOOR JOISTS. PIPE, DUCT AND ELECTRICAL PENETRATIONS TO BE FIRE CAULKED. 7. PROVIDE AND INSTALL A CARBON MONOXIDE DETECTOR ON EACH FLOOR LEVEL PER NYS CODE. 8. ALL PIPES, DUCTS, VENTS AND EXHAUST DUCTS GOING THRU NON -CONDITIONED SPACE (ie. ATTICS) TO BE INSULATED. PENETRATIONS THRU ROOF TO EXTEND A MINIMUM OF 12" ABOVE ROOF. COORDINATE COLOR OF ROOF PENETRATIONS WITH ARCHITECT. 9. ADDITIONAL DETECTION DEVICES SUCH AS HEAT DETECTORS & PROPANE DETECTORS SHALL ALSO BE INSTALLED, SPECIFICALLY IN THE MECHANICAL ROOMS. COORDINATE INSTALLATION WITH OTHER DETECTORS & THE ALARM/SECURITY SYSTEM, IF ONE IS INSTALLED. NOTES 1 LOCATION OF BUILT UP WOOD POST CONCEALED WITHIN THE WALL. REFER TO FRAMING PLANS. POST IS TO CONSIST OF (3) MEMBERS UNLESS ANOTHER NUMBER IS NOTED OTHERWISE IN PARENTHESIS. PROVIDE SOLID BLOCKING FROM UNDERSIDE OF POST TO EITHER THE TOP OF THE FOUNDATION OR THE TOP OF THE BUILT UP BEAM IN THE BASEMENT, DEPENDING ON POST LOCATION. ❑REMOVE EXISTING PARTITION IN ITS ENTIRETY. FLOOR TO CEILING, UNLESS NOTED OTHERWISE. REMOVAL SHALL INCLUDE FINISHES, TRIM, STUDS, INSULATION, PLUMBING, MECHANICAL & ELECTRICAL ITEMS. COORDINATE THE REMOVAL &/OR RELOCATION OF PLUMBING, MECHANICAL AND ELECTRICAL ITEMS WITH THE NEW WORK FOR THESE TRADES AS REQUIRED. ❑REMOVE EXISTING DOOR, FRAME, TRIM AND HARDWARE IN ITS ENTIRETY. INFILL WITH GWB & STUDS TO MATCH ADJACENT EXISTING. ❑INSTALL NEW ATTIC ACCESS, MINIMUM SIZE TO BE 22"x30" PROVIDE INSULATED COVER OVER ACCESS HATCH. ❑5 THE EXISTING WINDOW/DOOR HEADER SHALL BE REMOVED DUE TO THE INCREASED LOADING OF THE PROPOSED ADDITION & POINT LOADS. INSTALL NEW MICROLAM HEADER PER SIZE NOTED. aREMOVE EXISTING KITCHEN CABINETS, SINK, PLUMBING & WIRING RENDERED USELESS AS REQUIRED. REMOVE EXISTING MICROLAM BEAM. REFER TO BUILDING SECTION. 2 BUILDING PERMIT SUBMISSION 1 PROGRESS SUBMISSION No. REVISION/SUBMISSION 8/09/10 7/27/10 DATE H .o m Q >` M V Z cel .� N v U ' V N c � o Vl N N V co 3 T i`O N 3 V mco CL v 4- a V U P� W E~ � a � r~z �0 U Naw V0�9j W U �+ o U H o xz zL? VLn Q' Q �vc'"iww z �9 OW OH��- x 0 N 00 LIn YID ARc 4 9 026330 X04 Op N� THIS SHALL BE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL.. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW ® 201 C z O — 0 0 a � W 0 co Z T Z W Q W >' J >z a W CC CC >:, 0� O - Lu O co) O�m J W CO LL ~� Z tZ Z W rc- PROJECT NO: DATE : 7/27/10 SCALE : AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET. 4 of 10 DRAWING NO: A3 [MAIN FLOOR PLAN A v 0 Q 3 Li z C9 J m 0 z F cn X W -KN N inI PO 2 A9 24'-0" LINE OF ROOF ABOVE SECOND FLOOR FRAMING PLAN SCALE:1 4" = V-0" CROSSREFERENCE: 1/A3.1/A4 24'-101" 2 16'-0" 4"x 14" MICRO LAM REAM N (2) 1 3/4" x 11 7 8" M.LAM CONT. BRIDGING AT MID -SPAN, PER JOIST MANUFACTURER SIMPSON HUC412 CONNECTOR CONCEALED FLANGES COLUMN LEGEND 3" CONCRETE FILLED STEEL COLUMN WITH FIXED SIMPSON BEAM CONNECTION OR 3" ADJUSTABLE SCH. 40 STEEL COLUMN, MINIMUM BEARING PER FLOOR SYSTEM MANUFACTURER/DESIGN COLUMN LOCATION INDICATED BY SOLID SQUARE. COLUMNS ARE TO BE (3) BUILT UP W's OR 2x4's DEPENDING ON WALL THICKNESS AND FULL HEIGHT. THESE POINT LOADS ARE TO BE CONTINUOUS FROM THE TOP OF THE FOUNDATION WALL OR BEAM TO THEIR UPPERMOST TERMINATION POINT. REFER TO DETAIL 12/A3 HEADERS (UNLESS NOTED OTHERWISE) INTERIOR BEARING WALLS INTERIOR NON—BEARING SPANS LESS THAN 4'-6": HEADERS ARE TO BE (2) CONT. 2x12's w/ 2" RIGID INSUL. BETWEEN THEM WITH (2) JACKS AT EACH END. SPANS GREATER THAN 4'-6": HEADERS ARE TO BE (2) CONT. 11 1/4" M.LAMS w/ 2" RIGID INSUL. BETWEEN THEM WITH (2) JACKS AT EACH END. (3) 2x8's IN 2x6 WALLS & (2) 2x8's IN 2x4 WALLS. MINIMUM OF 4" BEARING, TYPICAL. HEADERS ARE TO BE (2) 24's WITH (1) JACK AT EACH END. SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM OF 4" OF BEARING AT EACH END AND 7 1/2- AT CONTINUOUS SPAN SUPPORTS ADDITIONAL FLOOR FRAMING NOTES: — THESE PLANS ARE FOR REFERENCE ONLY. A FLOOR FRAMING LAYOUT AND DESIGN SHALL BE PROVIDED BY AN AUTHORIZED/ LICENSED JOIST SUPPLIER. — IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH THE JOIST SUPPLIERS DRAWING(S) FOR REVIEW BY THE ARCHITECT, PRIOR TO ORDERING AND INSTALLATION OF THE FLOOR SYSTEM. — THE ENTIRE FLOOR SYSTEM SHALL HAVE A MINIMUM TJ PRO FLOOR PERFORMANCE RATING OF 45 POINTS OR HIGHER. NOTE: FRAMING CONTRACTOR TO REFER TO ALL MANUFACTURERS RECOMMENDED DETAILS FOR FLOOR FRAMING. SEE TRUS—JOIST SPECIFIERS GUIDES (LATEST EDITION) OR THE FRAMERS POCKET GUIDE TO THE FRAMEWORKS BUILDING SYSTEM DATED SEPTEMBER 2003 (OR LATEST EDITION) AS PROVIDED WITH THE JOISTS. NOTE: THE CONTRACTOR MAY USE/ORDER SOLID PARALLAM MEMBERS IN LIEU OF BUILT UP MICRO LAM MEMBERS. EX. 7"x 14" PARALLAM VERSUS (4) 1 3/4" x 14" MICRO LAMS NAILED TOGETHER. FRAMING PLAN NOTES 1. DESIGN FLOOR LOADS: (L/480) LIVE LOADS 40 PSF (GENERAL) DEAD LOADS 20 PSF 2. DESIGN ROOF LOADS: (MIN. L/360) TOP CHORD LL 45 PSF UNIFORM TOP CHORD LL UNBALANCED SNOW LOAD (SEE DIAGRAM) TOP CHORD DL 15 PSF BOTTOM CHORD LL 10 PSF BOTTOM CHORD DL 10 PSF + 10 PSF (EXIST. TRUSS) WIND SPEED 90 MPH 3. WOOD MATERIALS (OTHER THAN TRUSSES AND MICRO LAM BEAMS) SHALL BE SPRUCE—PINE—FUR (SPF), HAVE A MAX. MOISTURE CONTENT OF 19% AND WITH THE FOLLOWING STRENGTH GRADES: a) FLOOR JOISTS: NO. 2 SELECT STRUCTURAL OR BETTER b) BEAMS, HEADERS: SELECT STRUCTURAL OR BETTER c) POSTS, COLUMNS: SELECT STRUCTURAL OR BETTER 4. CROSS BRIDGING OF FLOOR JOISTS/BEAMS SHALL BE PROVIDED AS SHOWN AND/OR REQUIRED BY INDUSTRY STANDARDS. END BLOCKING SHALL OCCUR THROUGHOUT STRUCTURE. 5. DESIGNATED TJI JOISTS AND MICRO LAM BEAMS SHOWN ON PLAN ARE PRODUCTS BY TRUS JOIST. MEMBERS MAY BE SUBSTITUTED WITH OTHER MANUFACTURED PRODUCTS PROVIDED THESE NEW MEMBERS MEET OR EXCEED THE STRENGTH CHARACTERISTICS OF THOSE PROVIDED ON THESE PLANS. MICRO LAM LVL HEADERS & BEAMS SHALL HAVE A MODULUS OF ELASTICITY (E) OF 1.900' PSI. 6. UNDER NO CIRCUMSTANCES SHALL WOODEN TJI JOISTS AND MICRO LAM BEAM MEMBERS' BOTTOM/TOP FLANGES BE CUT, DRILLED OR NOTCHED. ANY HOLES NEEDED THROUGH THE MEMBERS' WEBS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS ONLY. THE JOIST LOCATIONS INDICATED ARE NOMINAL; ACTUAL LOCATIONS MAY VARY TO AVOID PLUMBING, COLUMNS, ETC. BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATION AND INSTALLATION REQUIREMENTS. TJI JOISTS STIFFENERS SHALL BE PROVIDED AT CONCENTRATED LOAD POINTS AND AS OTHERWISE REQUIRED. 7. WOODEN TJI JOISTS AND MICRO LAM BEAM CONNECTORS SHALL BE ACCOMPLISHED THROUGH DIRECT BEARING (4" MINIMUM) OR CERTIFIED GALVANIZED METAL SIMPSON HANGERS/CONNECTORS. ALL BEARING POINTS OR HANGERS SHALL BE DESIGNED TO ACCOMMODATE LOAD REQUIREMENTS OF CONNECTION. 8. EXACT LINTEL LOCATIONS SHALL BE GOVERNED BY THE PROJECT'S ARCHITECTURAL DRAWINGS. ALL LINTELS SHALL BEAR A MINIMUM OF 4" ONTO THEIR STRUCTURAL SUPPORTS AT EACH SIDE OF OPENINGS, UNLESS NOTED OTHERWISE. STEEL LINTELS SHALL BE ASTM A36 STEEL. 9. WHERE WOODEN JOIST/BEAMS FRAME INTO WOODEN SILLS, BEAMS, OR COLUMNS SIMPSON STRONGTIES ADEQUATE FOR LOADING SHALL BE USED. 10. SUBFLOOR TO BE 23/32" OR 3/4" TONGUE & GROOVE DECKING AS MANUFACTURED BY "ADVANTECH, 1-800933-9220" GLUED & NAILED TO FLOOR JOISTS. 11. GRADING OF WOOD PER NDS — NATIONAL DESIGN SPECIFICATION BY AMERICAN FOREST AND PAPER ASSOCIATION (AFPA) NOTES FLOCATION OF BUILT UP WOOD POST CONCEALED WITHIN THE WALL. REFER TO FRAMING PLANS. POST IS TO CONSIST OF (3) MEMBERS UNLESS ANOTHER NUMBER IS NOTED OTHERWISE IN PARENTHESIS. PROVIDE SOLID BLOCKING FROM UNDERSIDE OF POST TO EITHER THE TOP OF THE FOUNDATION OR THE TOP OF THE BUILT UP BEAM IN THE BASEMENT, DEPENDING ON POST LOCATION. NEW HEADER INSTALLED BELOW, REFER TO MAIN FLOOR PLAN. 2 BUILDING PERMIT SUBMISSION 1 PROGRESS SUBMISSION No.I REVISION/SUBMISSION 8/09/10 7/27/10 DATE V .o H 00 O i` M V Z N .rn 00 OLO_ -F— cn °U. ' V N c 3 �N i 3 > r. VCO` co O � aLn 4- V u Uu P�z .r, �?-4 �DU Hz V O X00 o "� w" >40H L?U x z ULo x � w W a P. WUCD w 0, E 0 PFx Ln Lr) L ti�D `mac A. P,1� 02633 �04� OF IN THIS SHALL BE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW ® 2010 Z O z Q � a 0 Q W a VGGo Z N W '= L I W> cc co >_ Z O W cc ., O � V' W 0 m Q W Nco Z ~ JW � Z _W V O _ ..W F PROJECT NO: DATE : 7/27/10 SCALE : AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET: 5 of 10 DRAWING NO: A4 SECOND FLR. FRAMG. PLAN O I N N z O F 0 Q 3 w z D' J m 0 z P N X w -K'4 N oI ) rikN6, 2 A7y A9 ------------------------------ I I I I I I I I I I I w� I o0 mv) I w I w� o wcn --------- --- -- o I I llO A7 i 0 LINE OF ROOF BELOW LINE OF WALL BELOW ROOF SLOPE ROOF SLOPE 24'-101" 1 YA6 — —7 F -6 F- 1 BEDROOM -1 ROOF SLOPE I I I I I I I L------------- -------------- 22'-0" SECOND FLOOR PLAN SCALE -.1 4" = 1'-0" CROSS REFERENCE: 1/A4 a I L6 0 LINE OF ROOF ABOVE — — —171CLOSET 7 I .w I — o 4 3 x 68 I F IL \ 16'-54" SMOKE DETECTOR (SD) REFER TO NOTE 5 & 7 UNDER GENERAL NOTES SD ]1 12 x 68 PKT. DOOR -00 4 I � I 6'- 7'-6" 13'-10" � L co �Xf�i i I I 2 SECOND FLOOR \IFELEV. = 8'-11 1 /8" ;MASTER BEDROOM 0 0 0 00 I NOTE: THE CONTRACTOR IS TO REVIEW WITH THE OWNER ELECTRICAL & CABLE LOCATIONS, INCLUDING SWITCHES, OUTLETS, ETC. PRIOR TO THE COMMENCEMENT OF THE TRADE ROUGH IN WORK. ELEVATIONS SHOWN ON THESE DRAWINGS USE THE TOP OF MAIN FLOOR, AS A DATUM OF 0'-0". ELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD AND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. N EXTERIOR SPANS LESS THAN 4'-6": WALLS HEADERS ARE TO BE (2) CONT. :. BEDROOM -2 THEM WITH (2) JACKS AT EACH m O >` M SPANS GREATER THAN 4'-6": HEADERS ARE TO BE (2) CONT. 11 I 10 BETWEEN THEM WITH (2) JACKS AT `3 ROOF INTERIOR (3) 2x8's IN 2x6 WALLS & (2) BEARING WALLS SLOPE MINIMUM OF 4" BEARING, TYPICAL. INTERIOR HEADERS ARE TO BE (2) 24's WITH NON-BEARING (1) JACK AT EACH END. SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM OF 4" OF BEARING AT EACH END AND 7 1/2- AT CONTINUOUS SPAN SUPPORTS j COLUMN LEGEND — — — — — — 0 3" CONCRETE FILLED STEEL COLUMN WITH FIXED V J SIMPSON BEAM CONNECTION OR 3" ADJUSTABLE SCH. 40 STEEL COLUMN, MINIMUM BEARING PER FLOOR SYSTEM MANUFACTURER/DESIGN W� COLUMN LOCATION INDICATED BY SOLID w u. o_ z SQUARE. COLUMNS ARE TO BE (3) BUILT UP 0 00o +J p of Vo W U 2x6's OR 2x4's DEPENDING ON WALL THICKNESS N �o ov w (n H ° xz AND FULL HEIGHT. THESE POINT LOADS O ARE TO BE CONTINUOUS FROM THE TOP OF THE x �w A FOUNDATION WALL OR BEAM TO THEIR av�,ww c z0 UPPERMOST TERMINATION POINT. REFER TO �z '9° 044 DETAIL 12/A3 25'-4" HEADERS (UNLESS NOTED OTHERWISE) NOTE: THE CONTRACTOR IS TO REVIEW WITH THE OWNER ELECTRICAL & CABLE LOCATIONS, INCLUDING SWITCHES, OUTLETS, ETC. PRIOR TO THE COMMENCEMENT OF THE TRADE ROUGH IN WORK. ELEVATIONS SHOWN ON THESE DRAWINGS USE THE TOP OF MAIN FLOOR, AS A DATUM OF 0'-0". ELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD AND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. N EXTERIOR SPANS LESS THAN 4'-6": WALLS HEADERS ARE TO BE (2) CONT. 2x12's w/ 2" RIGID INSUL. BETWEEN THEM WITH (2) JACKS AT EACH END. O >` M SPANS GREATER THAN 4'-6": HEADERS ARE TO BE (2) CONT. 11 1/4" M.LAMS w/ 2" RIGID INSUL. 10 BETWEEN THEM WITH (2) JACKS AT EACH END. INTERIOR (3) 2x8's IN 2x6 WALLS & (2) BEARING WALLS 2x8's IN 2x4 WALLS. MINIMUM OF 4" BEARING, TYPICAL. INTERIOR HEADERS ARE TO BE (2) 24's WITH NON-BEARING (1) JACK AT EACH END. SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM OF 4" OF BEARING AT EACH END AND 7 1/2- AT CONTINUOUS SPAN SUPPORTS GENERAL NOTESi 1. THE CONTRACTOR IS TO CONFIRM THE WINDOW & DOOR MANUFACTURER, ROUGH OPENINGS, TYPES, SCREENS, COLORS, OPTIONS, HARDWARE, ETC. AS WELL AS LOCATIONS OF WINDOWS & DOORS PRIOR TO THE START OF CONSTRUCTION. ALL WINDOW AND DOOR LETTER/NUMBER DESIGNATIONS REFER TO ANDERSEN RESIDENTIAL PRODUCTS. 2. EXTERIOR WALLS ARE TO BE FRAMED WITH 2x6 WOOD STUDS O 16" O.C. 3. INTERIOR WALLS MAY BE FRAMED WITH 2x4 WOOD STUDS O 16" O.C., UNLESS NOTED OTHERWISE ON THE PLANS. 4. THE TOP AND BOTTOM OF ALL STAIRS, INCLUDING LANDINGS, SHALL HAVE LIGHT FIXTURES ACTIVATED FROM THE TOP & BOTTOM OF THE STAIRS. 5. SMOKE ALARMS SHALL BE LOCATED THROUGHOUT THE RESIDENCE PER SECTION R317 OF THE RESIDENTIAL CODE OF NYS. ALARMS TO HAVE BATTERY BACKUP, BE HARDWIRED, AS WELL AS INTERCONNECTED. 6. PROVIDE SOLID 2x FIREBLOCKING AT EACH FLOOR LEVEL IF NOT PROVIDED BY DOUBLE TOP PLATE AND AT 10'-0" O.C. MAXIMUM IN CONCEALED HORIZONTAL SPACES, INCLUDING FLOOR JOISTS. PIPE, DUCT AND ELECTRICAL PENETRATIONS TO BE FIRE CAULKED. 7. PROVIDE AND INSTALL A CARBON MONOXIDE DETECTOR ON EACH FLOOR LEVEL PER NYS CODE. 8. ALL PIPES, DUCTS, VENTS AND EXHAUST DUCTS GOING THRU NON -CONDITIONED SPACE (ie. ATTICS) TO BE INSULATED. PENETRATIONS THRU ROOF TO EXTEND A MINIMUM OF 12" ABOVE ROOF. COORDINATE COLOR OF ROOF PENETRATIONS WITH ARCHITECT. 9. ADDITIONAL DETECTION DEVICES SUCH AS HEAT DETECTORS & PROPANE DETECTORS SHALL ALSO BE INSTALLED, SPECIFICALLY IN THE MECHANICAL ROOMS. COORDINATE INSTALLATION WITH OTHER DETECTORS & THE ALARM/SECURITY SYSTEM, IF ONE IS INSTALLED. NOTES 1 REMOVE EXISTING PARTITION IN ITS ENTIRETY. FLOOR TO CEILING, UNLESS NOTED OTHERWISE. REMOVAL SHALL INCLUDE FINISHES, TRIM, STUDS, INSULATION, PLUMBING, MECHANICAL & ELECTRICAL ITEMS. COORDINATE THE REMOVAL &/OR RELOCATION OF PLUMBING, MECHANICAL AND ELECTRICAL ITEMS WITH THE NEW WORK FOR THESE TRADES AS REQUIRED. 2 REMOVE EXISTING DOOR, FRAME, TRIM AND HARDWARE IN ITS ENTIRETY. INFILL WITH GWB & STUDS TO MATCH ADJACENT EXISTING. ❑INSTALL NEW ATTIC ACCESS, MINIMUM SIZE TO BE 22"00" PROVIDE INSULATED COVER OVER ACCESS HATCH. ❑REMOVE EXISTING BATHROOM FIXTURES, CABINETS, ETC. AS REQUIRED TO ACCOMMODATE NEW MASTER BATHROOM WORK. REMOVE PLUMBING & WIRING RENDERED USELESS AS REQUIRED. 5 PROVIDE EXHAUST FAN DIRECTLY TO THE EXTERIOR WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. ❑REMOVE EXISTING WINDOW IN ITS ENTIRETY AND RE -INSTALL IN NEW RELOCATED EXTERIOR WALL. ❑EXISTING ROOF, SHINGLES, & FRAMING TO BE REMOVED IN ITS ENTIRETY. REFER TO BUILDING SECTION FOR ADDITIONAL INFORMATION. 2 BUILDING PERMIT SUBMISSION 8/09/10 1 PROGRESS SUBMISSION 7/27/10 No. REVISION/SUBMISSION I DATE H .o 00 O >` M V Z N .rn 10 LL ' V N x � u c � o H— '�"� N � V 3 r N 3 CO V °� OL V W� z 0 00o +J Vo W U N �o ov H ° xz z0W x �w A av�,ww c z0 �z '9° 044 C) x�0 A. N�9 02633 O4� THIS SHALL BE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW ® 2010 Z O Q W Z V � a Z N J W r a 0 W> rA >Z O W ocO pC o >.. mi � L'a' W 0 m Q W co Z ~ JW Z —W V O =0 W ma UH, ca F PROJECT NO: DATE : 7/27/10 SCALE : AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET: 6 of 10 DRAWING NO: A5 SECOND FLOOR PLAN PROP 'A' VENT, A; ALUM. DRIP UNDEF & WATER SHIELD v c nno A ik/f-►IT olf%/+c \/GAIT BUILDING do- SCALE:1 2" = 1'- CROSS DEFERENCE SECTION - BREAKFAST & BEDROOM -1 1/A1 -1/A5 ELECTRICAL SWITCH, OUTLET AND JUNCTION BOXES LOCATED IN EXTERIOR WALLS ARE TO BE INSTALLED IN 'AIR VAPOR BARRIER BOXES' AS MANUFACTURED BY 'LESSCO' PHONE NUMBER 1-920-533-8690 ELEVATIONS SHOWN ON THESE DRAWINGS USE THE TOP OF MAIN FLOOR, AS A DATUM OF 0'-0". ELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD AND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. :ATHING )N HURRICANE TRUSS IWN 'H' SERIES ON EACH , TYP. NO EXCEPTIONS. NOTE MATCH EXIST'G HEEL HEIGHT & OVERHANG T.O. STUDS ELEV. = 17'-0 1/4" 11 1/4m M.LAM R DIRECTLY DBL. TOP PLATE, TO HEADER ,ULE ON A3 FOR # OF MEMBERS, ETC. 00 CONSTRUCTION "x6" CEDAR WOOD o0 NG TO MATCH EXIST'G. ISEWRAP " EXTERIOR SHEATHING STUDS ® 16" O.C.(PRE-CUT) 1 BATT INSUL. UNFACED ABRAIN' VAPOR RETARDER CERTAINTEED " GWB CEILINGS, 1/2" WALLS gL SECOND FLOOR ELEV. = 8'-11 1 o OL T.O. STUDS ELEV. = 8'-1 1/8* /E EXIST'G ROOF, AM HEADER 3/4"x 14" HEADER 2'-0" WIDE SLIDER o0 ?SEN FWG 12068-4 I 00 MAIN FLOOR ELEV. = 0'- T.O. FOUNDATION WALL ELEV. = -0'-11 1/2" T.O. BASEMENT SLAB ELEV. = -8'-5 1/2' OL T.O. FOOTING ELEV. = -8'-9 1/2" NOTE: THE CONTRACTOR IS TO PROVIDE & INSTALL WINDOW FLASHING SYSTEMS (FLASHING TAPE) AS MANUFACTURED BY DUPONT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. NO EXCEPTIONS. 0 I Z 0 TRUSS NOTES: 1. THE CONTRACTOR SHALLFIELD MEASURE EXIST'G ROOF TRUSSES TO VERIFY EXACT ROOF PITCH AND ANY INCONSISTENCIES IN EXIST'G ROOF. 2. EXIST'G TRUSS BRACING MAY NEED TO BE REMOVED IN ORDER TO INSTALL NEW TRUSSES, RE—INSTALL. REMOVED BRACING. 3. DO NOT REMOVE EXISTING WALL UNTIL NEW TRUSSES HAVE BEEN INSTALLED. 4. FOR EASE OF INSTALLATION OF NEW TRUSSES, THE OVERHANG ON THE EXIST'G SIDE OF THE TRUSSES MAY BE OMITTED. 5. THE CONTRACTOR SHALL PROVIDE TRUSS LAYOUT DRAWING & TRUSS CUTS TO THE ARCHITECT & STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF TRUSS ORDER. V H co O >' m V Z N m yLO n .I.. N u o fJt N in com jr c x ON N 3 0 V CO � O L 4.... V F�1 V ,z wH Hz �oo O N r,, O V4 >�0 F-4 " z0U 0w x z Ln !~ Ufa Q ch Z w Z0��o O w C) F 0 00 Lr)U� ti D A.�c A. pyo 1 9 02633 X04 OF I� THIS SHALL BE CONSIDERED AN ORIGINAL STAMPED PRINT IF THE SIGNATURE IS IN BLUE INK OVER A BLACK INK SEAL. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW ® 2010 Z O p p a 1 W 40 co z cm z W O p 55 _Z v W cc W oc o o0 ca W 0 C07 (/) 0 0o Z W to _ ~� tZ p Z rc W J 0 ..m ma Lod m F PROJECT NO: DATE : 7/27/10 SCALE : AS NOTED DESIGNED: JAPAONE DRAFTED: JAPAONE SHEET: 7 of 10 DRAWING NO: A6 BUILDING SECTION PROP 'A' VENT, AS REQ'D. ALUM. DRIP UNDER ICE & WATER SHIELD T.O. STUDS ELEV. = 10'-0" 0 I 0 MAIN FLOOR ELEV. = 0'-0" T.O. FOUNDATION WALL ELEV. _ –1'-2 1/8" e' 00 N I 00 rn 0 c� J a z 0 U- T.O. BASEMENT SLAB ELEV. _ –8'-5 1/2" T.O. FOOTING Y ELEV. = 17'-0 1/4 - /4"PREFABRICATED ELEV. _ –8'-9 1/2" INT. FINISH OPTIONS: ELECTRICAL SWITCH, OUTLET AND JUNCTION BOXES LOCATED IN EXTERIOR WALLS ARE TO BE INSTALLED IN 'AIR VAPOR BARRIER BOXES' AS MANUFACTURED BY 'LESSCO' PHONE NUMBER 1-920-533-8690 ARCHITECTURAL STYLE X-5, COR–A–VENT RIDGE VENT --\ASPHALT SHINGLES VENT w/ STORM/WIND FLAP. MIN. 50 YRS., ATTACH WITH ROOFING NAILS (NOT STAPLES) FLOOR JOISTS ELEVATIONS SHOWN ON THESE DRAWINGS USE THE TOP OF MAIN FLOOR, AS A DATUM OF 0'-0". ELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD AND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. INSTALL ICE & WATER SHIELD A MINIMUM OF 24" HORIZ. BEYOND INTERIOR FACE OF EXT. WALL INSTALL UNDERLAYMENT TYPE PER SHINGLE MANUFACTURER 12 7 12" R-50 SPRAYED IN - CELLULOSE INSULATION. R-38 BETWEEN SLOPED FRAMING .! KITCHEN CW25 KITCHEN CABINETS/LAYOUT TO BE DETERMINED 'ADVANTECH' PLY– WOOD SUBFLOOR GLUED & NAILED 0 ao M O m 00 M BUILDING SECTION - KITCHEN SCALE: 1 2" = 1'-0" CROSS REFERENCE:1 /A1-1 /A5 NOTE: THE CONTRACTOR IS TO PROVIDE & INSTALL WINDOW FLASHING SYSTEMS (FLASHING TAPE) AS MANUFACTURED BY DUPONT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. NO EXCEPTIONS. T.O. STUDS Y ELEV. = 17'-0 1/4 - /4"PREFABRICATED INT. FINISH OPTIONS: PREFABRICATED WOOD –1/2" PLYWOOD or ' TRUSSES AT 24" O.C., M.LAM BEAM REFER –1 /2" GWB or 00 00 5/8" OSB EXT. SHEATHING TO FRAMING PLAN –FLAME RETARDANT U) 0 [-MASTER BEDROOM FSK -25 INSUL. FACING WITH PLY CLIPS 2 ao VAPOR BARRIER 1 PROGRESS SUBMISSION 7/27/10 2x4 WD. STUDS OL_"�l REVISION/SUBMISSION DATE SIMPSON HURRICANE TRUSS 16" O.C., WITH R-13 a TIE DOWN 'H' SERIES ON EACH 00 BATT INSULATION TRUSS, TYP. NO EXCEPTIONS. n "d ,. BASEMENT 1" AIR SPACE 0 NOTE lip–opt00 LL: i w j MATCH EXIST'G HEEL SECOND FLOOR #4 BARS 0 24" O.C., ' ELEV. = 8'-11 1/8" HORIZ. & VERT. WALL O.H. = REINF. – TYPICAL ° T.O. STUDS (CENTERED IN WALL) – ° ELEV. = 8'-1 1/8" PROVIDE JOINT OR TROUGH AS REQ'D. 202 LEDGER BOARD 4" CONC. SLAB w/ 6x6 SIMPSON SDS LEDGER BOARD W4.OxW4.0 SHEET MESH SCREWS, MIN. 3 1/2" LONG '''''rt� ' °t: ;�• ° • 4" GRANULAR FILL --`� -- L – – – – – – – SPEC. 304-2, TYPE #4 6 MIL REINF. VAPOR BARRIER (INSUL–TARP) 6" GRANULAR FILL SPEC 703-02, TYPE #2 (2) #5 CONT. BAR #4 DOWELS 0 24" O.C. ALTERNATING HOOK UNDISTURBED SUB GRADE BUILDING SECTION - KITCHEN SCALE: 1 2" = 1'-0" CROSS REFERENCE:1 /A1-1 /A5 NOTE: THE CONTRACTOR IS TO PROVIDE & INSTALL WINDOW FLASHING SYSTEMS (FLASHING TAPE) AS MANUFACTURED BY DUPONT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. NO EXCEPTIONS. T.O. STUDS 2x OVERBUILD, REFER TO ROOF FRAM'G. PLAN PREFABRICATED WOOD— TRUSSES AT 24" O.C., j REMOVE EXIST'G. OVERHANG AS REQ'D. REMOVE EXIST'G SIDING & SHEATHING AS REQ'D. CLOSET SIMPSON JOIST HANGERS [UT SERIES, TYP. CONT. BRIDGING AT 'ADVANTECH' PLY– MID–SPAN, PER JOIST WOOD SUBFLOOR MANUFACTURERS GLUED & NAILED BUILDING SECTION - MAEDROOM CLOSET SCALE:1 2" = V-0" CROSSREFERENCE: 1 /Al –1/A5 BATT INSUL. IN JOISTS—/ 1" TO 2" THICK RIGID INSUL-J BEADBOARD CEILING, VINYL— OR WOOD PER OWNER 5 1/4"x 14" MICRO LAM BEAM [(3) 1 3/4" w x 14" DEEP] w/ SIMPSON ECC66 POST TO BEAM CONNECTOR PT 6x6 POST EXIST'G EXTERIOR WALL SIMPSON ABU66 POST TO SONOTUBE CONNECTOR EXIST'G. CONC. PAT10–\ SONOTUBE REFER TO FOUNDATION PLAN O I LO I I I lI I Y ELEV. = 17'-0 1/4 - /4"PREFABRICATED PREFABRICATED WOOD TRUSSES AT 24" O.C., 00 00 5/8" OSB EXT. SHEATHING U) 0 [-MASTER BEDROOM WITH PLY CLIPS 2 ao 8/09/10 1 PROGRESS SUBMISSION 7/27/10 No. REVISION/SUBMISSION DATE SIMPSON HURRICANE TRUSS TIE DOWN 'H' SERIES ON EACH TRUSS, TYP. NO EXCEPTIONS. 0 NOTE lip–opt00 LL: i w j MATCH EXIST'G HEEL SECOND FLOOR - HEIGHT & OVERHANG ELEV. = 8'-11 1/8" O.H. = T.O. STUDS – ELEV. = 8'-1 1/8" 202 LEDGER BOARD SIMPSON SDS LEDGER BOARD SCREWS, MIN. 3 1/2" LONG SPACE & STAGGER PER MANUF. & EXIST'G RIM BOARD MATERIAL WALL CONSTRUCTION –1/2"x6" CEDAR WOOD 00 00 SIDING TO MATCH EXIST'G. –HOUSEWRAP _ –1/2- EXTERIOR SHEATHING I O IGREAT ROOM –2x6 STUDS 0 16" O.C.(PRE–CUT) 00 –R-21 BATT INSUL. UNFACED –'MEMBRAIN' VAPOR RETARDER BY CERTAINTEED –5/8" GWB CEILINGS, 1/2- WALLS CONT. 2x6 PT. WOOD SILL w/ SILL SEAL MAIN FLOOR 5/8" DIA. ANCHOR ROD ELEV. = 0'-0" 12" LONG 0 6'-0" O.C. & 1'-0" FROM CORNERS, MIN. T.O. FOUNDATION WALL –SLOPE GRADE AWAY ELEV. _ –0'-11 1/2" r-- QQ5' FROM BUILDING PER 04 ,. MIN. SLOPE SHOWN F r 0 e ' O J j a ;BASEMENT . "RUB–R–WALL PLUS" z WATER PROOFING, INSTALL 0 U - PER MANUFACTURER'S - RECOMMENDATIONS PHONE #1-845-756-2769 BASEMENT SLAB -.$T.O. ELEV. _ –8'-5 1/2" T.O. FOOTING `° ELEV. _ –8'-9 1/2" \N��SURROUND FTG. DRAIN w/ CRUSHED STONE WRAP STONE w/ FILTER FABRIC 4" DIA. FTG. DRAIN WITH FABRIC SLEEVE TIE ALL FTG. DRAINS TO SUMP OR DAYLIGHT 2x OVERBUILD, REFER TO ROOF FRAM'G. PLAN PREFABRICATED WOOD— TRUSSES AT 24" O.C., j REMOVE EXIST'G. OVERHANG AS REQ'D. REMOVE EXIST'G SIDING & SHEATHING AS REQ'D. CLOSET SIMPSON JOIST HANGERS [UT SERIES, TYP. CONT. BRIDGING AT 'ADVANTECH' PLY– MID–SPAN, PER JOIST WOOD SUBFLOOR MANUFACTURERS GLUED & NAILED BUILDING SECTION - MAEDROOM CLOSET SCALE:1 2" = V-0" CROSSREFERENCE: 1 /Al –1/A5 BATT INSUL. IN JOISTS—/ 1" TO 2" THICK RIGID INSUL-J BEADBOARD CEILING, VINYL— OR WOOD PER OWNER 5 1/4"x 14" MICRO LAM BEAM [(3) 1 3/4" w x 14" DEEP] w/ SIMPSON ECC66 POST TO BEAM CONNECTOR PT 6x6 POST EXIST'G EXTERIOR WALL SIMPSON ABU66 POST TO SONOTUBE CONNECTOR EXIST'G. CONC. PAT10–\ SONOTUBE REFER TO FOUNDATION PLAN O I LO I I I lI I 2 BUILDING PERMIT SUBMISSION 8/09/10 1 PROGRESS SUBMISSION 7/27/10 No. REVISION/SUBMISSION DATE 2x6 LADDER FRAM'G 0 16" O.C. mi z 0 F D Q w z c� 0 J m 0 z I= V7 X w -KN N I 0i K) NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH THE TRUSS 1 2 TTHHEPLIERS ARCHITECT. PRIOR, FOR APPROVAL BY A7TO ORDERING & A9 INSTALLATION OF THE TRUSS ROOF SYSTEM. PREFABRICATED WOOD TRUSSES 0 24" O.C., I J J J J J J J J J J J ILL. Ld 00 icn Is i� PRO vin E 2x1 SLEE ER ON T P OF OOF .. 7f, SHEA ING RE IVE.... 2x10 AFTE 200 0 16" O.C. OVER— BUILDING BY CONTRACTOR AS REQUIRED TO COMPLETE ROOFING HATCHED AREA 0— REPRESENTS OVERBUILT ROOF AREA, TYPICAL L_"� 1 A7 LINE OF WALL BELOW---,- is-01. ELOW---,- 1'-0" OVERHANG INCLD. 2x SUB—FASCIA MATCH EXIST'G. PREFABRICATED WOO[ TRUSSES 0 24" O.C., I L/3 Y I� L3 1= I� I� I L3 L3 I L4 I� I� L4 I4 I� L4 I4 L4 P' ROOF FRAMING PLAN bL;AL.t: i 4 = i -U CROSS REFERENCE:1 /A3,1 A5 ------------- ----------------------- ATE A ROOF SLOPE 1 A6 2x6 LADDER --FRAM'G 0 16" O.C. ROOF I ROOF SLOPE SLOPE �I�imlllimii i� 24'-102" 2x6 LADDER FRAM'G 0 16" O.C. N N N N N N N N N C14 N/ N w w w w w w w w w w w 5. TRUSSES SHALL BE DESIGNED TO ACCOMMODATE PROPOSED BEARING C CONDITIONS OF EXTERIOR WOOD STUD WALLS, INTERIOR STEEL 0 s a BEAMS/COLUMNS, ETC. BEARING ENHANCERS MAY BE UTILIZED FOR NARROW BEARING AREAS AS LONG AS THEY DO NOT CREATE EXCESSIVE ECCENTRIC OR COLUMN LEGEND TORSION FORCES TO THE SUPPORTING STRUCTURAL MEMBERS. 6. PROVIDE LATERAL BRACING OF TRUSSES DURING CONSTRUCTION TO PREVENT cn N N V) V) V7 V7 0 V7 V7 V) COLUMN LOCATION INDICATED BY SOLID DESIGN CALCULATIONS SHOWING ALL SUPPORT REACTIONS FOR APPROVAL SQUARE. COLUMNS ARE TO BE (3) BUILT UP PRIOR TO FABRICATION. THE DOCUMENTS MUST BEAR A SEAL AND 2x6's OR 2x4's DEPENDING ON WALL THICKNESS III AND FULL HEIGHT. THESE POINT LOADS STATE. ARE TO BE CONTINUOUS FROM THE TOP OF THE 8. ANCHORAGE OF FABRICATED TRUSSES TO WOOD SILL PLATES SHALL BE FOUNDATION WALL OR BEAM TO THEIR THROUGH TRUSS MANUFACTURER RECOMMENDED SIMPSON STRONG—TIE UPPERMOST TERMINATION POINT. REFER TO CONNECTORS. SUFFICIENT ANCHORAGE FOR EACH TRUSS SHALL BE PROVIDED DETAIL 12/A3 TO ENSURE THAT THE TRUSS DOES NOT MOVE LATERALLY OR UPLIFT. TRUSSES SHALL BE DESIGNED TO ACCOMMODATE THE DESIGN LOADS SHOWN W�o0 p� IN THE TRUSS LOAD DIAGRAM, AS WELL AS THE WIND LOADING DESIGNATED HEADERS (UNLESS NOTED OTHERWISE) FOR THE PROJECT AREA. EXTERIOR SPANS LESS THAN 4'-6": 9• TRUSSES SHALL BE HANDLED DURING FABRICATION, DELIVERY AND AT THE WALLS HEADERS ARE TO BE 2 () CONT. JOB SITE SO AS NOT TO BE SUBJECTED TO EXCESSIVE LATERAL BENDING. � L TRUSSES MUST BE SET AND SECURED LEVEL AND PLUMB, AND IN THE 2x12's w/ 2" RIGID INSUL. BETWEEN K K K END. CONSTRUCTION DOCUMENTS. W ll'� W W llw'� FURRING SHALL BE INSTALLED PERPENDICULAR TO THE DIRECTION OF THE BETWEEN THEM WITH (2) JACKS AT TRUSS. (AT OWNERS OPTION) REFER TO BUILDING/WALL SECTIONS. EACH END. 9 026 Op• 30 �O4 11. THE CONTRACTOR IS TO PROVIDE AND INSTALL SHINGLES & UNDERLAYMENT W PER SHINGLE MANUFACTURER & CODE REQUIREMENTS. BEARING WALLS 2x8's IN 2x4 WALLS. 12. REFER TO WALL SECTIONS FOR APPROXIMATE HEEL HEIGHT. W W W W W W W 1 A6 I, 0 25'-4" 2 A7 16'-54" E3 E3 E3 ROOF I ROOF SLOPE �, SLOPE E3 �. .'.'.'.'�'.'.'.'.'.'.'.' :.:.:.:.:.:.... '. . PROVIDE 2x10 SLEEPER _ ON TOP OF ROOF SHEATHING TO RECEIVE 2x10 RAFTERS 2x10 0 16" O.C. OVER— BUILDING BY CONTRACTOR 0 0 00 TOP CHORD �4'-6" UNBALANCED SNOW LOAD 22 PSF 45 PSF UNBALANCED TRUSS LOAD DIAGRAM SCALE: NTS CROSS REFERENCE: ROOF FRAMING PLAN NOTES — — AS REQUIRED TO COMPLETE ROOFING + 10 PSF (EXIST. TRUSS) WIND SPEED 90 MPH 1. DESIGN ROOF LOADS: (MIN. L/360) TOP CHORD LL 45 PSF UNIFORM 2. REFER TO TRUSS DIAGRAMS AS SUPPLIED BY TRUSS MANUFACTURER FOR Z o, LOCATION OF CONTINUOUS TRUSS WEB BRACING. HATCHED AREA REPRESENTS OVERBUILT ROOF AREA, TYPICAL 3. ALL ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST TOP CHORD LL UNBALANCED SNOW LOAD (SEE DIAGRAM) TOP CHORD DL 15 PSFBOTTOM CHORD LL 10 PSF BOTTOM CHORD DL 10 Dec* ww a_ o_j cr N REMOVE EXISTING ROOF AND ROOF FRAMING TO TIE NEW GARAGE ROOF TRUSSES INTO PORCH ROOF EXISTING FRAMING ELEVATIONS SHOWN ON THESE DRAWINGS USE THE TOP OF MAIN FLOOR, AS A DATUM OF 0'-0". ELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD AND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. N qw- NOTES ATTIC ACCESS, MINIMUM SIZE TO BE 1 22"00" PROVIDE INSULATED COVER OVER ACCESS HATCH. 1 BUILDING PERMIT SUBMISSION 8/09/10 No. I REVISION/SUBMISSION DATE + 10 PSF (EXIST. TRUSS) WIND SPEED 90 MPH 00 0 >- m 2. REFER TO TRUSS DIAGRAMS AS SUPPLIED BY TRUSS MANUFACTURER FOR Z o, LOCATION OF CONTINUOUS TRUSS WEB BRACING. . oh N 3. ALL ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST C o0 LL VERSION OF THE ANSI/TPI 1 CODE OR ANY OTHER CODE DICTATING MORE N s V V LL c � o STRINGENT REQUIREMENTS. !+- 4. ALL TRUSS MEMBERS SHALL BE CONSTRUCTED FROM NEW MATERIALS ONLY. '�"' 0• N V 00 3 ALL METAL PLATES SHALL BE GALVANIZED OR OF SUCH MATERIAL SO AS TO i `° N 3 0 PREVENT CORROSION AND NOT LESS THAN 20 GAUGE. o I� m Go 5. TRUSSES SHALL BE DESIGNED TO ACCOMMODATE PROPOSED BEARING C CONDITIONS OF EXTERIOR WOOD STUD WALLS, INTERIOR STEEL 0 s a BEAMS/COLUMNS, ETC. BEARING ENHANCERS MAY BE UTILIZED FOR NARROW BEARING AREAS AS LONG AS THEY DO NOT CREATE EXCESSIVE ECCENTRIC OR COLUMN LEGEND TORSION FORCES TO THE SUPPORTING STRUCTURAL MEMBERS. 6. PROVIDE LATERAL BRACING OF TRUSSES DURING CONSTRUCTION TO PREVENT O 3" CONCRETE FILLED STEEL COLUMN WITH FIXED MOVEMENT, TOPPLING, DOMINO—ING AND DAMAGE. LATERAL BRACING SHALL BE SIMPSON BEAM CONNECTION OR 3" ADJUSTABLE PURSUED AS REQUIRED BY THE ANSI/TPI 1 CODE AND INSTALLED BEFORE SCH. 40 STEEL COLUMN, MINIMUM BEARING PER PLACING CONCENTRATED LOADS ATOP OF TRUSSES. FLOOR SYSTEM MANUFACTURER/DESIGN 00 7. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS, PRODUCT DATA AND COLUMN LOCATION INDICATED BY SOLID DESIGN CALCULATIONS SHOWING ALL SUPPORT REACTIONS FOR APPROVAL SQUARE. COLUMNS ARE TO BE (3) BUILT UP PRIOR TO FABRICATION. THE DOCUMENTS MUST BEAR A SEAL AND 2x6's OR 2x4's DEPENDING ON WALL THICKNESS REGISTRATION NUMBER OF A DESIGN PROFESSIONAL LICENSED IN NEW YORK AND FULL HEIGHT. THESE POINT LOADS STATE. ARE TO BE CONTINUOUS FROM THE TOP OF THE 8. ANCHORAGE OF FABRICATED TRUSSES TO WOOD SILL PLATES SHALL BE FOUNDATION WALL OR BEAM TO THEIR THROUGH TRUSS MANUFACTURER RECOMMENDED SIMPSON STRONG—TIE UPPERMOST TERMINATION POINT. REFER TO CONNECTORS. SUFFICIENT ANCHORAGE FOR EACH TRUSS SHALL BE PROVIDED DETAIL 12/A3 TO ENSURE THAT THE TRUSS DOES NOT MOVE LATERALLY OR UPLIFT. TRUSSES SHALL BE DESIGNED TO ACCOMMODATE THE DESIGN LOADS SHOWN W�o0 p� IN THE TRUSS LOAD DIAGRAM, AS WELL AS THE WIND LOADING DESIGNATED HEADERS (UNLESS NOTED OTHERWISE) FOR THE PROJECT AREA. EXTERIOR SPANS LESS THAN 4'-6": 9• TRUSSES SHALL BE HANDLED DURING FABRICATION, DELIVERY AND AT THE WALLS HEADERS ARE TO BE 2 () CONT. JOB SITE SO AS NOT TO BE SUBJECTED TO EXCESSIVE LATERAL BENDING. � L TRUSSES MUST BE SET AND SECURED LEVEL AND PLUMB, AND IN THE 2x12's w/ 2" RIGID INSUL. BETWEEN CORRECT LOCATION. TRUSS GIRDERS SHOULD BE PLACED IN UNE WITH AND THEM WITH (2) JACKS AT EACH DIRECTLY ABOVE BUILT—UP WOODEN POSTS AS SHOWN ON THESE END. CONSTRUCTION DOCUMENTS. SPANS GREATER THAN 4'-6": 10. PROVIDE FURRING ON THE FINISHED SIDE OF THE BOTTOM CHORDS OF ALL HEADERS ARE TO BE (2) CONT. 11 TRUSSES TO RECEIVE GYPSUM BOARD OR ANY OTHER FINISH MATERIAL. ALL 1/4- M.LAMS w/ 2" RIGID INSUL. FURRING SHALL BE INSTALLED PERPENDICULAR TO THE DIRECTION OF THE BETWEEN THEM WITH (2) JACKS AT TRUSS. (AT OWNERS OPTION) REFER TO BUILDING/WALL SECTIONS. EACH END. 9 026 Op• 30 �O4 11. THE CONTRACTOR IS TO PROVIDE AND INSTALL SHINGLES & UNDERLAYMENT INTERIOR (3) 2x8's IN 2x6 WALLS & (2) PER SHINGLE MANUFACTURER & CODE REQUIREMENTS. BEARING WALLS 2x8's IN 2x4 WALLS. 12. REFER TO WALL SECTIONS FOR APPROXIMATE HEEL HEIGHT. MINIMUM OF 4" BEARING, TYPICAL. VIOLATION OF SEC SUBDIVISION 2 OF ON 7209 THE NEW YORK 13. EVERY TRUSS IS TO HAVE AN HURRICANE ANCHOR, H1 AS MANUFACTURED BY INTERIOR HEADERS ARE TO BE (2) 2x6's WITH SIMPSON OR APPROVED EQUAL, INSTALLED AT EACH END OF THE TRUSS. NON—BEARING (1) JACK AT EACH END. 14. THE CONTRACTOR SHALL PROVIDE & INSTALL ALL MISC. 2x BLOCKING, SPECIFIED GANG LAM HEADERS TO HAVE A MINIMUM BRACING, ETC. AS REQUIRED TO COMPLETE ROOF SYSTEM SHOWN. OF 4" OF BEARING AT EACH END AND 7 1/2- AT CONTINUOUS SPAN SUPPORTS NOTES ATTIC ACCESS, MINIMUM SIZE TO BE 1 22"00" PROVIDE INSULATED COVER OVER ACCESS HATCH. 1 BUILDING PERMIT SUBMISSION 8/09/10 No. I REVISION/SUBMISSION DATE 00 0 >- m Z o, . oh N C o0 LL ' N s V V LL c � o !+- '�"' 0• N V 00 3 T i `° N 3 0 o I� m Go C 0 s a H z 00 Vo N �o H o x z°?u ��x z C7 �w a�wQ W W�o0 p� Ow oa N 00 � L 9 026 Op• 30 �O4 THIS SHALL BE C ORIGINAL STAMP SIDERED AN PRINT IF THE SIGNATURE IS IN BLACK INK SEAL. E INK OVER A UNAUTHORIZED AL ADDITION TO THISDOCUMENT RATION OR IS A VIOLATION OF SEC SUBDIVISION 2 OF ON 7209 THE NEW YORK STATE EDUCATION LAW 0 2010 Z O a W p Z V co a Z r J ui a 0 W >. C'3 Z5 � z Z Lu w a CO) uj 00 W CN LLLL ~ W LL Z . —W O O O .. LgLiF PROJECT N0: DATE : 8/09/10 SCALE : AS NOTED DESIGNED: J PAONE DRAFTED: J PAONE SHEET: 9 of 10 DRAWING NO: A 8 1 ROOF FRAMINO PLAN NEW ADDITION EXISTING BLDG EXISTING SIDE 12 12 7� �7 T.O. STUDS ELEV. = 17'-0 1/4" _ 1 SECOND FLOOR ELEV. = 8'-11 1 00 i 00 MAIN FLOOR ELEV. = 0'-0" CW25 EXTEND ROOF UP TO MEET / _FACE OF EXIST'G. EXT. WALL INSTALL CONT. 1/2 RIDGE VENT AGAINST WALL -------------------- APPROX. OUTLINE OF EXIST'G.---.,/ REMOVED GARAGE ROOF, 11:12 PITCH tlm�ll F—M--1 IFM—llr—w—ll ffirmw--�li F -mm \-1/2"x6" CEDAR WOOD I SIDING TO MATCH EXIST'G. Lo II r----------------------------------------------------� c r- I -------------------------------------------------- I T.O. BASEMENT SLAB ELEV. = -8'-5 1/2" 7 ------------------------------Li L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I EAST ELEVATION SCALE:1 /4" = 1'-0" CROSS REFERENCE: 1 /Al -1/A5 T.O. STUDS ELEV. = 17'-0 174-'; SECOND FLOOR ELEV. = 8'-11 1 MAIN FLOOR ELEV. = 0'-0 2 r 12 - o - 00 ____ �o N _ - X W - 00 Lo I 00 T.O. BASEMENT SLAB ELEV. = -8'-5 1/2" 1 A6 C' ------------- -- FWG 1200-4 H V) X W 1 A7 X-5, COR -A -VENT RIDGE VENT VENT w/ STORM/WIND FLAP. ARCHITECTURAL STYLE ASPHALT SHINGLES MIN. 50 YRS. (MTL. ROOFING AS ALTERNATE) LJ I I I I ADD/CONSTRUCT STEPS AS—/ I "�— 1 2"x6" CEDAR WOOD I I SONOTUBE & I I REQ D. TO GRADE I SIDING TO MATCH EXIST°G. I I BIGF00T PIERS I I I I MIN. 5'-0" BELOW FIN. GRADE, TYP. I I I / /L ill -------------------- TJ -------------------------------------------------------- L- — — — — — — — — — — — — — — — — — — — -1- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -L — — — — — — — — — — — — — — — — — — — — — - SOUTH ELEVATION - REAR SCALE. 1 /4" = 1'-0" CROSS REFERENCE: 1 /Al -1/A5 ELEVATIONS SHOWN ON THESE DRAWINGS USE THE TOP OF MAIN FLOOR, AS A DATUM OF 0'-0". ELEVATIONS SHALL BE CONFIRMED BY THE CONTRACTOR IN THE FIELD AND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. i H'o00 V Z N LL o ' V N x o o a in co 1�0 3 � 3 O X V m N ate. V Uu �z Wa �U-5 Z 00 O U Wu N �� 00 o z0-4 00 U u z oSoo �. o W00 0 L0ML0 A- 0 p, 4a4' '9 X26330 OF 1 THIS SHALL BE CONSIDERED ORIGINAL STAMPED PRINT IF AN THE SIGNATURE IS IN BLUE INK BLACK INK SEAL. OVER A UNAUTHORIZED ALTERATION ADDITION TO THIS DOCUMENT OR IS A VIOLATION OF SECTION 7200 SUBDIVISION 2 OF THE NEWLYORK STATE EDUCATION LAW 2010 Z O 0 a � W 0 Go Z T W W> Z W Z �u O m �"■■ Wco H JZ a Z W > O =W W 0 C� WJ H W F PROJECT NO: DATE : 8/09/10 SCALE : AS NOTE DESIGNED: JAPAON DRAFTED: JAPAON SHEET: 10 Oil 10 DRAWING NO: A9_ ELEVATIONS