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2014-101 (2)GENERAL NOTES AN17 SPECIFICATIONS: D5516N ANP LOADING THE STRUCTURAL DESIGN OF THIS BUILDING WAS BASED ON THE DESIGN CRITERIA: THE STRUCTURAL DESIGN OF THIS BUILDING WA5 BASED ON THE FOLLOWING DE516N CRITERIA: 200-7 BUILDING CODE OF NEW YORK STATE (ANALYSIS BY SIMPLIFIED PROCEDURE): SEVERE WEATHERING CATEGORY WINTER DESIGN TEMPERATURE: -9 DEGREES FROST DEPTH: V-0' BELOW GRADE SOIL LOAD BEARING: 3,000 P.S.F. ROOF SNOW LOADS: GROUND SNOW LOAD (Pg) - 50 PSF EXPOSURE FACTOR (Ce) - 1.0 IMPORTANCE FACTOR (1) - 1.0 FLAT -ROOF SNOW LOAD (Pf) - 35 PSF + DRIFT THERMAL FACTOR (Ct) - 1.0 ROOF LOADS: LIVE LOAD - 45 PSF DEAD LOAD - 10 PSF COLLATERAL LOAD (AT TRUSS BOTTOM CHORD) - 10 PSF WIND LOADS: 3 SECOND GU5T - 90 MPH IMPORTANCE FACTOR - 1.0 EXPOSURE CATEGORY (MWFRS) - B INTERNAL PRESSURE COEFF. -10.15 COMPONENT d CLADDING DESIGN PRESSURE - 40 PSF SEISMIC LOADS: SEISMIC USE GROUP - 1 5ESMIC IMPORTANCE FACTOR - 1.0 SITE CLASS - D MAPPED SPECTRAL RESPONSE AGGEL - 5 s- 0.28 / 51 - 0.05 SEISMIC, DESIGN CATEGORY - B SPECTRAL RESPONSE COEFFICIENT - SHORT PERIODS (505) - 0.29 1 SEC. PERIODS (501) - 0.1 3 FRAMING SYSTEMS: BASK STRUCTURAL SYSTEM LOAD BEARING WALL SYSTEM 5E15MIC-RESTRICTING SYSTEM: WOOD SHEAR WALL5 RESPONSE MOD. FACTOR (R) - 6.5 DEFL. MOD. FACTOR (Cd) - 4.0 DESIGN BASE SHEAR NO - 0.04W GENERAL: A. FINAL DESIGN GRITERIAL TO BE DETERMINED BY SITE -ADAPT ENGINEER OF RECORD. B. PROVIDE SHOP DRAWINGS AND CALCULATIONS BY REGISTERED ENGINEER FOR SIGNS AND AWNINGS. C. ICE 3 WATER SHIELD UNDERLAYMENT MEMBRANE REQUIRED ON ENTIRE ROOF. ABBREVIATIONS: ABV ABOVE INT INTERIOR ACT ACOUSTICAL GEILIN6 TILE MAX MAXIMUM KFC K m Y011 (MOPIFI AFF ABOVE FINISHED FLOOR MEGH MECHANICAL ALUM ALUMINUM MFR MANUFACTURER ANC, ANCHOR MTL METAL I STATE ROUTE I ARCH ARCHITECTURAL) MIN MINIMUM BLK6 BLOCKING MI5C M15CELLANEOUS OUM N u m **r N %r BD BOARD MO MASONRY OPENING 5LD6 BUILDING N/C NON-COMBUSTIBLE BLW BELOW N/A NOT APPLICABLE GPT CARPET NIC NOT IN CONTRACT GIP CAST IN PLACE NLB NON -LOAD BEARING CJT CONTROL JOINT NO NUMBER N`�TIC..E CL& GEILIN6 OG ON CENTER , , f r�` I 10 I s 1 ; GLR CLEAR OD OUTSIDE DIAMETER `a.;"i;`;IA ;R Imp CMU CONCRETE MASONRY UNIT OH OVERHEAD CONF CONFERENCE OP6 OPENIN6 CON5TR CONSTRUCTION OPP OPERABLE PANEL PARTITION N01"ICE CORR CORRIDOR PAD PLYWOOD KRAFT PAPEER INS' GT CERAMIC, TILE PGG PRECAST CONCRETE COL COLUMN PR PAIR GONG CONCRETE PRTBD PARTICLE BOARD NOTICE LEVER HANDLES REQUIRED GONT CONTINUOUS PT PAINT ON ALL PASSAGE DOORS DEMO DEMOLITION RAP RADIUS WHETHER INTERIOR OREXTERIOR DOORS VIA DIAMETER RE REINFORCE(IN6) DIM DIMENSION REF REFERENCE) 17N DOAN REQV REQUIRED DW6 DRAWING REV REVERSED 5 EA EACH ROL ROOF DRAIN LEADER ELEG ELECTRWAL) RO ROUGH OPENING EQ EQUAL SCHED SCHEDULED) EQP EQUIPMENT SHT SHEET NOV 0 6 2014 EXIST EXISTING SIM SIMILAR EXT EXTERIOR SC 50LID GORE TOWN OF QtJEENSE3trRY 8uID 1 N G DtYr 1 txiEN E. d cn o r I nnited ay 7 r:; compliance �a FD FLOOR DRAIN 5F SQUARE FEET cuir c ,�nr ants s! , be ^--_mssfrluea as FURNISHED d INSTALLED puns ami s�pci`{;aticns are i« F#IBO BY OTHERS 5TR STRUCTURAL `,.11� cctnlp iaince 4bith the uUli"ink C�{i@ of ?ew �clrk SState. FT FEET TA TOILET ACCESSORY FIN FINISH Tits TONGUE AND GROOVE FE FIRE EXTINGUISHER TI TILE TOWN OF QU FLR FLOOR TOF TOP OF FOOTING BUILDING & O ReviewedB ; FOS FACE OF STUD TOFNV TOP OF FOUNDATION Date: FRP FIBERGLASS REINFORCED PANEL TOS TOP OF STEEL 6A 6AU6E TOT TOP OF TRUSS I N P F X OF P R A Y4I N& S 6C GENERAL CONTRACTOR TYP TYPICAL &BD GYPSUM BOARD UNO UNLESS NOTED OTHERWISE SHEET SHEET NAME 6L &LASS VCT VINYL COMPOSITION TILE Co 1.0 COVER SHEET &R &ROUT VB VINYL BASE 51.0 ANCHOR BOLT PLAN HDA HARDWARE VIF VERIFY IN FIELD THESE PLANS ARE ISSUED FOR OBTAINING A 52.0 WALL FRAMING PLAN BUILDING PERMIT TO USE A PANELIZED HG HOLLOW CORE VERT VERTICAL BUILDING PACKAGE. FULLERTON BUILDING SYSTEMS 52.05 NINPO0 N ANP DOOR SCHEDULES HM HOLLOW METAL WG WATER CLOSET 15 FURNISHING WALL PANELS WITH EIFS APPLIED TO 55.0 ROOF FRAMING PLAN THE WALL PANELS. FULLER -TON AL5015 HORIZ HORIZONTAL A/ WITH FURNISHING ALL ROOF TRU55E5. 54.0 EXTERIOR ELEVATIONS ROOF TRUSSES WILL BE A DEFERRED SUBMITTAL. HR HOUR A/O WITHOUT TPI 15 FULLERTONS 5RD PARTY INSPECTION A6ENCY 54.1 EXTERIOR ELEVATIONS HT HEIGHT yw AOOD FOR TRU55E5. SPECIAL INSPECTIONS ARE AVAILABLE 55.0 BUILOING SECTIONS FOR 5HEATHING NAILING AND EIFS APPLICATION. INSUL INSULATION AMP WIRE MESH PARTITION PF515 FULLERTON5 5RD PARTY INSPECTION AGENCY' 56.0 WALL SECTIONS LB LOAVBEARIN6 FOR WALL PANELS. 5-1.0 DETAILS SYMBOLS: STEEL WALL TYPE GRID NUMBER a f • CONCRETE METAL Id STUD —� • PARTITION INDICATOR 4 REFERENCE CONCRETE BATT INSULATION, SOUND DOOR NUMBER REVISION ? DETAIL UNIT MASONRY ATTENUATION BLANKET INDICATOR A NUMBER Q REFERENCE W000 RIGID o� STOREFRONT GUT LINE ? ELEVATION INSULATION IDENTIFICATION INDICATOR ? REFERENCE PLYWOOD BITUMINOUS 0 FIN15H OFFICE ROOM NUMBER ? SECTION PAVING IDENTIFICATION o REFERENCE ? REFERENCE EIFS, OR GYPSUM I. rid! , • �; � EARTH Q DEMOLITION ? DETAIL NUMBER NOTE ? SHEET NUMBER PARTICLE PLAN �o'-a„ A.F.F DATUM O NOTE T.O. MASONRY REFERENCE BOARD REFERS Z O t— 11 N W 0 m Ld Q 0 LLI ry r N M � u7 co 1� W ��pp°N� Y! Z O N a h ti cf)aZMM x V O ti h O N Z O O mN—�� tzi � 1 33 11 . 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