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2002-1016 (2)MANOR DRIVE SITE LOCATION MAP 200.00� — SURVEY AND DEED INFORMATION: 00.E " : •' $42 53' ZONE UR-10 � :..., ZONE NC •: '•:� ` ;,. K MAP L11AP OF A SURVEY OF THE LAWS or HE rx �- SLEIGHT. MAP DATED DECE NRY A. SLEIGHT HENRY J. SLEIGHT. I FLOYD -c— �: : ,`• �AU.LE 8 MSER "•; .�—>K•._.t�;.,r �};; �,��• ;.,f;;�4 �> JOHN D. VAN OUSEN �0. Mti AND LAST REVII;ED ON CEMBER EXISTING :'s• -•, .+•,:'^"'a'•i:'T�i:sl�ais ��a,.•`:�•l1f,:'� 'tl ,wJ '--s �r ►'.!i j GARAGE + CONCRETE PAD /�':''s". =~• "a_, r�- �s;;;t��T;�' i_;^h`�t:i'%:•:'_`♦'-'•_'`;-?.-'i%i�..s� �:.�..:- PROJECT SITEaY •• i - • !` i a r • 1:.i.w=-t ': -" •, . y _ � : i. t' �,� 2. SE E r• 7 t-.- vru,�, . CTK)N 2 VERGREEN STEWART SEPTEMBER 24. R aY JOHN� MAP BATED DULY 40. MLA AND REVISED ON y.. ;.-!' :�. t•�,r s: •�`r .r•a•: '-l'•' Ja I �.•,'•r' '1 I �,'Y. X.-7t5< 8. DU SEX :;_�`: •'y -. 'r'• ;. • `'' •'� , / / v. _ 3. SURVEY OF LANDS OF SARSARA ONES DATED •'�. iit_ ,!• • ;�w.1•flti. '// J,! JONEB �IGY f=�-:• 'ram > : ;,.� //; . ' . %'/,/` ',' :''= , /i///:�" 4. SURVEY OF LA ' : J-; • �� ';, �, : ,-� � �/ / ! f, /i; , , �;, .. ,�; F, f -, ND8 OF dARSARA JOKES DATED JIAIE M. 2000. E, �. t• r` .i^ i, •'> y~� / 1, r // �r/'� i ''/�r/, 1.// '. . J r Jr , RRREEN AX MAP ARCEL EXISTING _ ` �; <, L°;�•�- //! / '/ EYE SARCEI 3q D AATM ROAD P _/ oo TAX MAP D t is y� :ref �' •. ems, �:,;i�4`i��r /r /./�f/j!' / /1�/ P Oe+• av1.VV'7� T Ir i DRIVE / r ASPHALT PLAZA SURFACE ,`�; : •,xl.::sJ ;, !� /,,/f ;�i,, EXISTING' ., / r; r.:,. .• y '`.-x +yYx ,'/ / .//i �/ /' CALLED BUILDING ' :�,....� �` �Yr..r•; ,-, %, NORTH AREA :}•,;.ia:�?{ • ./ • 1.;; i, t, s:.t �•I:r`. ,� ^yj .. ', t l �- f / ,J/ _ i O 30,001 sq.rt. t O.L9 acres /!/._ / / ,/r �, / '// / 1" ' s;%+r�'•.�_ w??y �f `; �: :.�.�• s/.... S � "ems! ';:a�i-�yj+-.}��ti y r` - /'. /�'iJ `' / •/� / '': �: -` ((YY '' • • f I• - , : �.. T •its . ("•} i+ i./ , / % / / j� •tom•• .f�t':S 1.�A�'. r1! � ♦,• •• / .! J , / / / �, / 'r / } r� ,r.;• ,ti•,:., ',,,;: _ �r t •��.f T•i:ifjlys /,i / "jr /i �f/.F r J/r � %; �`/` `�/ -., ��°- •��� �/, /�r, ,, /' y TICS I :: :i -> i;• `r}.4r.•., t•'.�� //' %/' /fi/!'fr ITIN..,'%!'i'./i /r ' ••. ,. ,. f:r, 1.. ��5 NO ' �� f s : }•$;.. `I // / /i ter'/ ' / /e O E 'i i1L! �� ::�5� Iia / // r%ir r/f: r •irJ % r, O li -,, COVERED BE COVER 8U1LIN. o INSULATION MUST MANOR _ =` �.o.. .. r all FOAM INSU DRIVE I V 1= (ZONE U R I aurtn�+AL BAR EXISTING o MINUTE THERM 1 BY A 15 S ASPHALT `Ui, ITS DEVELOPMENT DATA SURr AREA/TYPE E XISTING SQ. FT. PROPOSED ADDITION TO TAL SO. FT. SO. FT. >`; : ;` [; r� %, "4:� ' / ,' ;' , r,• BUILDING FOOTPRINT O 4.112 ASPHALT •' "t`,-rC i OTHED.HAAI DV SURFACED OTHER 4 EXISTING 4 i ;.'' ••wi%; AREAS O NAB H SURFACE :;`:' R ,� ZC��iE UR-10 ' '•, ,r•ti::j ° TOTAL NON -PER �..,. ,: .j.h::,i,i".••. I N 0 T t C E MEAISLa i':;:::` : ;; i w • _:• :'t, PARCEL AREA O NAM NA01 EMT. PElMCE TO REMAIN .001 ;is•:t� , tr.r :,°:;,ry;':;;x a %t;%'{ k'!`1J>jl ,.. _p !O4" JOAa �J•AI '1 7�a�: MSa „ ,,, }('l Nf•iVVI �, s.f•:. A• �y.f .r�^••:.�J IJ'-+.�},♦•J f�:j �• :1. .... 7s'/:' .•I, t:. /• .�i'^,r: h}•: Ys. ^t!y} ,.', `.., :•••1:..•..•; 1t ''�.. n�i•s: :�r•af1. .._Gomm NO — LEVER HANDLES REQUIRED PERCENT NON-!'ERMEASLt (TOTAL NON -PERMS =Now - ON ALL PASSAGE DOORS PACEL AREA) ABA' S a.3x lot S54 53 00'E OTE s RO ISL2 53000'E� O _—_ _— *85 NOTE I R8 , HEDGE (NOTE I EXIST. CLUMP OF BIRCH TREES i• ; '.• TO REMAIN ; `'- (4) EXIST. TREES TO REMAIN SEPTIC TANK;;; MOTE I R1) + , CONC. SLAB (NOTE I R4) AREA 33.130 sq.ft. 0.18 acres - Y�' BBLLANC�KTOP OVER j•j SLAB :' a MOTE I R4) ` J, •-;r a-�C..♦ rTt(l•:r •1-T„t~.I^'rt' -+!_, c; •. ice+' : �w It •,rt: . 'w•a`: •:r:' �•�'•ZT. i.' ..'. `. EXISTING ASPHALT PAVING ° ; .:. ' ; - • :: rune . se. -?: •[ :•': ;i."i':.� "��'�: NB o NNIINGI BUSHY JW A.C. CONDENSOR :~ (NOTE I R13) TELEPHONE POLE (NOTE I RT (NOTE I RV 20 �� _ C 10 v F R "•'� ZONE N - 1 WHETHER INTERIOR OR s_ p 1� �+ EXTERIOR DOORS B. :7TOWN 0r CCQjUEz ` I E EPT BUILDING & REVIEWED BY SITE PLAN- REMOVAL WORKDATE •EXISTING ' CALLED SPHALT I' a 201_0 NORTH IRFACE > r ! -i n KRAFT PAPER INSULATION MUST BE I COVERED BY NON-COMBUSTIBLE BARRIER I TOWN OF QUM== FIRE MARSHAL Based an our Imbd mnination, rd to Foos 1-1 a bating theall pbm ad >1pmftRIarIs are in full :t^ i �ra Ae mMu+3a MANOR DRIVE (ZONE UP -In) AVIATION ROAD (ZONE N�-Inl I 331.-H0aaid _ AVIATION ROAD (ZONE NC -ins Cana :Icn�n�oi TOWN OF QUEENS6URY a 3' BLUE SPRUCE +" i FIRE M � i (NOTE I RIaNt- BYSNi4 ' '` ASPHALT%' •`.. � C2 "I E.,r.. DATE SURFACE;;( * ] I OMMENTS N58 30'30'W 134.40, _ AVIATION ROAD SETBACK REQUIREMENTS REQUIRED EXISTING PROPOSED FRONT 40' 39'-4r ��•�. SIDE YARD (1) E' 4T-r SIDE YARD (2) 51 47-0• r/2'—s• REAR YARD K' Im FIGHT 'w. 2F 25' PERMEABILITY 2n 10% 2SAM SIGN SETBACK Er' u' B' Na OF PARKING SPACES ;; N 28 M POR 0RSIGNATlD PLANS HAVE BEEN APPROVED UNDER AUTHORITY OF A RESOLUTION ADOPTED rt/40/OI BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY. NEW YORK W/ THE FOLLOWING CONDITIONS: IJ THE APPLICANT VOLUNTARILY AGREES TO REDUCE THE PARKING SPACES ON THIS APPLICATION IN THE POLLOWING WAY: a.) TWO SPACES FROM THE EAST ELEVATAND THOSE TIIO SPACES WILL BE THE SPACES CLOSEST TO AVIATION RO . AND bJ THREE SPACES ON THE NORTH ELEVATION AND THOSE SPACES MLL BE REPLACED BY SOME GREEN SPACE. ZJ THAT THIS. IS SUBJECT TO A LETTER PROM C.T. MALE DATED 12/I41/01. AND 3J THE DRIVE ENTRANCE AT MANOR DRIVE WILL BE INCREASED PROM 20 FEET TO 24 FEET. RECEIVED DEC 13 2002 (o TOW N OF QUBENSBURY BI I L 9 1 11r,3ANU CODE � J ig .. _j OZ3 Co 0 c c — 0 51 U ui ui ..J < O► LLJ J Z' t QQ Z = Q Z 0 0 Z tLLJ W (� O Q m Cn _a) _U 0 C W C QCL0 v� ♦" Co 04 r— n` W N E O 0 -0 >- to C N uj 00 W 0� Z T #) 01. 4- 0 ^^' Co 0Co N a); _ C U 0)r- C Lv 2���yt < C0 CL o u.. DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: JMH CHECKED BY: REJ 0203 1 IL ZONE NC-10 EXIST. PENCE EXIST. TREES —�14 DSZIVE 7777. •j,a• ,' a - I ZONE UR-10 542 53I 00• E ;' �•-NOTE 1 .r �O 1 Z ' 1 -e •• .. i r i Vr WEAR COURSEO EXIST. , 1 BINDER. 1 542 L 5 'OO•E ;j 200.000 mm JILX� MEIN MINE PIN I i - i= _►;Kw ■ �.❖.❖.❖.❖.❖.❖.►.❖14 All 4► 4► 4► 4► 4► 4► 4/4►...4► 4►.4►/ �......�.�.�. )..1 ♦....1......V�/.♦ ..4r 4► 4►.4► 4►.4► 4► 4► 4► �/. • � 4► 4► 4► 4► 4► 4/4► 4/.4► 4►.414► 4►1 � ♦ s 4► 4► 4► 4►.4► 4► 4► 4►1 NJ � ♦.14► 4/4► 4►.1► 4►./ / I k / • 200.00' — — '.N r J. N42 52'52'W ....� sun am � — SITE LEGEND • CNTF - CAPPED IRON ROD FOUND ® EXISTING BUILDING IPF • ■ IRON PIPE FOUND • IRF - IRON ROD FOUND NEW BUILDING • • � PROPERTY LINE NEW ASPHALT PAVING REFER TO DETAIL VSP-4. CONCRETE WALKS. : t •.' REFER TO DETAIL VSP-4. ETR • EXISTING TO REMAIN I Vr WEAR COURSE OVER EXISTING BINDER COURSE PARKING REQUIREMENTS SPACE NET S.F. REQUIRED PROVIDED A 1.100 1/100 = Il 11 (1 HC) * B 2.280 1/150 = IL IL (1 HC) * C 4411 1/150 - 32 32 (3 HC) * 33 TOTAL REDUCED TO 28 (5 DEDICATED FOR FUTURE USE AS NEEDED) SITE PLAN - GENERAL NOTES: LANDSCAPE NOTES: THE CONTRACTOR SHALL STAKE OUT ALL LOCATIONS PRIOR TO COMMENCING CONSTRUCTION. L ALL AREAS DISTURBED BY DEVELOPMENT SHALL BE RECOVERED WITH A ANY DISCREPANCIES SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT MINIMUM OF 4. OF TOPSOIL. SEEDED AND MAINTAINED UNTIL A HEALTHY STAND BEFORE PROCEEDING WITH THE WORK. OF GRASS IS ESTABLISHED AND ACCEPTED. LOCATE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION WORK Z ALL AREAS PROPOSED FOR SEEDING SHALL BE HYDRO -SEEDED UNLESS EACH CONTRACTOR SHALL PROTECT ALL EXISTING TREES t SITE IMPROVEMENTS OTHERWISE APPROVED BY THE ARCHITECT. SEED MIXTURE SHALL BE 331 TALL THAT ARE NOT DESIGNATED TO dE REMOVED. FESCUE REBEL , 33% BLUE GRASS AND 33% PERENNIAL RYE OR EQUAL. SITE PLAN - LAYOUT NOTES: 3. ALL PLANTS SHALL BE NURSERY GROWN AND SHALL BE DELIVERED FREE FROM INJURY. INSECT DAMAGE. INFESTATION AND DISEASE PLANT SIZE AND GRADING NOTE I BUSINESS COMPLEX SIGN - SEE DETAIL ON SP-4. STANDARDS SHALL CONFORM TO THE LATEST ADDITION OF AMERICAN STANDARD FOR NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION NOTE 2 WALL SIGN - MAX AREA - 100 SF) OF NURSERYMEN. INC. NOTE 3 INTEGRAL CONCRETE CURB, REFER TO DETAIL [/SP-4 NOTE 4 NOT U6o NOTE 6 HANDICAPPED PARKING SIGN. REFER TO DETAIL 3/SP-4 NOTE & HC CURB RAMP. REFER TO DETAIL VSP-4 NOTE T CONCRETE SDEWALK. REFS TO DUAL VV-4 NOTE S NOT USED NOTE "EXIT ONLY' SIGNAGE. NOTE 10 RELOCATED •DIE WAY- DD NOT ENTER• WAAGiE O ZONE UR-10 O mo -J6 — ZONE NC-10 PLANTING SCHEDULE- (REFER TO DETAILS 4/SP-4 110/SP-4) SYM BOTANICAL NAME COMMON NAME SIZE SM ACER SACCHARUM SUGAR MAPLE 10' - Ir WS PICEA GLAUCA WHITE SPRUCE Nr - a• BC B. PENDULA BIRCH CLUMP IC' - Ir CA KATH. CRABAPPLE CRAB APPLE MWE FLOM ' - Z V4' • BB EUONYMUS ALATUS BURNING BUSH r - 2 Vr MT, JC J. COLUMNAR COLUMNAR JUNIPER IS•-w AS T. OCCIDENTAU8 ARBORVITAE 31v UY T. C. EXPANSA UPRIGHT YEW 30•-3i' U •4" 04 Z O C)>- CL- cn0! Z 0:2 � oc Z <0� U a w W LLJ d 0 t M Z 0 z�� a O=> W L cf) a U a>' 0 c cn c C) Iq Q CL 0 N C 00 E ° .0 to >_ v} 0 W C W 0 N Z I co ol N Iv 1 C o N ce) } 0 -0 co — N Q C QO U S i� �s v � Q�a��. DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: JMH CHECKED BY: REJ EXISTING Am z"DEP AVIATION ROAD SP-� SITE PLAN- LAYOUT CALLED NORTH I• - 20'-0 0203 EXIST. UGEIT uR_IO _ _.. ZONE � � �•... . ZONE NC-10 5L2 53'00'E CONCRII! I a PAD AVIATION ROAD SILT BARRIER PENCE HAY BALES 200.00' -------------------1981 SITE PLAN- GRADING AND UTILITIES I" = 20'-0 q r 0� i TEST PIT DATA (5-20-00) TP a OP-7 TOPSOL r-w LIGHT COARSE BROWN SAND WITH SMALL COBBLES TO 2' DIA. w-sr LIGHT FINE BROWN SAND WITH LARGE COBBLES TO i' DIA. TP $2 0'-r TOPSOIL 4'-W LIGHT COARSE BROWN SAND WITH SMALL COBBLES TO Y DIA. W-161' LIGHT FINE BROOM SAND WITH LARGE COBBLES TO C DIA. TP a G' TOPSOIL 0'-4 COARSE GRAVEL AND WORN COARSE SAND. T-w LIGHT COARSE BROWN SAND WITH SMALL COBBLES TO 2' DIA. @P-•W LIGHT COMM BROWN SAND WITH LARGE COBBLES TO C DIA. GENERAL. - NO WATER ENCOUNTERED. - NO MOTTLING NDICATED ON SDEWALKS OF EXCAVATIONS. - SAND AT BOTTOM SLIGHTLY DAMP. SEPTIC DESIGN PTIC DESIGN: (SPACES A t B - OFFICE) - 4.310 SF x .1 GAL/DAY=431 GALLONS/DAY 20% REDUCTION FOR WATER SAVING FIXTURES (431 x .8= 345 GALLONS/DAY) - USE 1000 GALLON SEPTIC TANK - PERC RATE = 5 MINUTES - SEEPAGE PIT SIZING APPLICATION RATE= 1.0 GAL/DAY/SF - (345 GAL/DAY)/(I.O GAL/DAY/SF)=345 SF - SIDE WALL OF 8' DIA. x 8' OP SEEPAGE PIT (T EFFECTIVE DEPTH = ilb SF EACH) - 345 SF/ lib SF =2 PITS SEPTIC DESIGN: (SPACE C - CLINIC) 4691 SF x .I GAL/DAY=410 GALLONS/DAY 2% REDUCTION FOR WATER SAVING FIXTURES (410 x .8= 3%. GALLONS/DAY) USE 1000 GALLON SEPTIC TANK PERC RATE = 5 MINUTES SEEPAGE PIT SIZING APPLICATION RATE- 1.0 GAL/DAY/SF - (314 GAL/DAY)/(I.0 GAL/DAY/SF)=316 SF SIDE WALL OF 8' DIA. x 8' DP SEEPAGE PIT (l' EFFECTIVE DEPTH = Ilb SF EACH) - 314 SF/ Ilb SF =3 PITS SITE LEGEND • CIS - CAPPED IRON ROD FOUND �" EXISTING BUILDING ' IPF - IRON PIPE FOUND • IRIS - IRON ROD FOUND ' NEW BUILDING - UTILITY POLE 0- RELOCATED FENCE 13.15 NEW SPOT ELEVATION - O EXISTING PENCE • • � PROPERTY LINE 14.0 NEW CONTOUR _ - 95 1 1 EXISTING CONTOUR •-• i n 1 DRYWELVSEEPAGE PIT T.O.P. TOP Of, FRAME LIGHT FIXTURE 1 TYPE ETR EXISTING TO ROM R TO LIGHT FIXTURE SCHEDULE UG E. T i TV NEN UNDERGROUND ELECTRIC, TELEPHONE 1 TV SITE PLAN — GRADING AND UTILITIES NOTES: NOTE 1 1,000 GAL SEPTIC TANK. REFER TO DETAL 13/310-4 1 6/&" NOTE 2 DISTRIBUTION BOX. REFER TO DETAL 1/5P-4 1 9/9" NOTE 3 V DIA. x F DEEP DRYlIELL - DISH PAVEMENT - REFER TO DETAL 12YSP-4 I6/SP-4 NOTE 4 S' DIA. x S' SEEPAGE PIT - REFER TO DETAL 1/9" 1 5/SP-4 NOTE 5 LOCATION OF 4' SCH. 40 PVC. NOTE i RAVE TRENCH -REFER TO DETAIL S/SP-4 NOTE 1 Y-0' x Y-0' x P CONCRETE PAD W/ i-i x W L4 x E L4 SINM. SITE PLAN — GENERAL NOTES: THE CONTRACTOR SHALL STAKE OUT ALL LOCATIONS PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK LOCATE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION WORK EACH CONTRACTOR SHALL PROTECT ALL EXISTING TREES I SITE IMPROVEMENTS THAT ARE NOT DESIGNATED TO BE REMOVED. ALL ADJOINING PROPERTIES ARE SERVICED BY MUNICIPAL WATER. ADEQUATE SEPARATION IS PROVIID BETWEEN PROPOSED WASTE WATER DISPOSAL SYSTEM 1 EXISTING DRI MG WATER WELLS EROSION CONTROL NOTES: L EROSION CONTROL MEASURES IN CONFORMANCE WITH THE USDA GUIDEUNES FOR URBAN EROSION AND SEDIMENT CONTROL SHALL BE MAINTAINED T14R000HM CONSTRUCTION AND UNTIL AN ADEQUATE STAND OF LAWN LS ESTABLISHED. 2. REFER TO STORM WATER REPORT FOR SPECIFIC SITE REQUpREMENT& EROSION CONTROL PLAN 14AY BALES AT IW-0 MAX. DURING CONSTRUCTION AT ALL SURFACE DRAINAGE SWALES. µ SILT BARRIER FENCE AT PERIMETER OF WORK AREAL SITE LIGHTING EXTERIOR FIXTURE SCHEDULE TAG DESCRIPTION VOLTAGE WATTS LAMPS MOUNTING REMARKS P LIGHT POLE 120 V. ns METAL HALIDE POLE MOW RUDER TO M E-2 CC SIGI+AGE LIGHTING 120 V. 60 METAL MAUDE INGRAM FLUSH Mm. od W U wco *' o L.L.. W N cn O ~ w Q V _H ZQ3 J 0 u- !g F= � Z= L.L.! co ILL lz OUw to 1— cy Z zo 0 U.J � 0�z 0 0 0 ~ ` W F_ O < cn N U a) 0 c cl) Q Q �- 0 co W � C C 0 C - 0 >- n W WQ�z�cv I C 0 )�^ ;A 7 CO N a) Q C C _ U iC(e>)- s a � Q � o a. LL G -, TE: 10/28/02 SF 3 0202 $/0 RAMP RM TO PAVEMENT. FLARE CURB TO MATCH RAMP. 1 RAMP DETAIL SP— SCALE: V20- r-W TOPSOIL I SEED COMPACTED FILL PIPE SIZE AS REQ'D. REFER TO SITE PLAN. PIPE BEDDING MATERAIL $AND OR FINE GRAVEL s TYPICAL PIPE BEDDING DETAIL SP-3 SCALE: vr- r-O' ', C017RSE INY500T TYPE 4) 9 PAYING DETAIL SP-3 SCALE: vr- r-O' go r CONC. CUPS PAVEMENT caNTRa JOINT. EXPANSION JOINT. VY THIL JT. MLLER IV SEALANT 1 V4' R TOOLED IDOL 1 1/2' 3 TOOLED EDGE V4 RAO MN PLAN CROSS SLOPE - Vr TO V4 FER FT (MAX 61r PER FT) EXPANSION JOINT. 4 THIK. REINF. CONC. EALK SEALANT Y/ c x c - LAW x I* UP. 11/2v47RCT L UGHT BROOM FINISH CVONTD. NO VTR �L MARKS. TIC JOINT I V4 R EDGE TK ISOLATION JOINT. B SE BASE CR5 V2' THL JT. FILLER V SEALANT • VERTICAL SWACES. STOP REI`. 4 EA. IDE OF !T SECTION 2 CONCRETE WALK DETAIL SP- SCALE: 1/2'- r—o' Vr PREMOLDED EXPANSION JOINT WHERE WALK IS PERPENDICULAR TO CURB r RADIUS 4' THK. REINF. CONIC. WALK W/ t x A- L40 x L40 W.L/ PAVEMENT •' VARIES L �p COMPACTED BASE COURSE L-4 c INTEGRAL CURB DETAIL SP-2 SCALE: v2'- r-o° rl we ii► • + . kkkLLLWA lL1 .,-71 ' I AVIATION ROAD ENTRANCE f ' I I SIGNAGE AREA 34 Sf I 1 I I DOUBLE SIDED SIGN I I w 1 1 I I I I I 1 i I I I I I I I I I I BUSINESS COMPLEX SIGNAGE SCALE: 1/2'-1'-0' 4' KNOCKOUTS WITH HIGH DENSITY POLYETHYLENE PIPE SEALS PARKING SIGN FEDHANDICAPPED MODEL I1`12HiS BY $ETON OR APPROVED EQUAL. Pw1I01C r1' X Ir REFLECTIVE STEEL T LONG BAKED ENAMEL SIGN POST EXTENDED INTO GROUND 7. MODEL 131024 BY SETON OR ,- APPROVED EQUAL. GRADE 3 HANDICAPPED SIGN DETAIL p—Z SCALE: V2•-r—o• T PAVING TO DTL 22/SP-L DISTRIBUTION BOX SIZE I I AS MANUF BY FORT MILLER 4' PVC LATERALS 0 VOF12 CRUSHED STONE 4' PVC f SCHED 40 PVC ). DISTRIBUTION BOX DETAIL SP-3 SCALE: V2'- r-O' 3' SHREDDED BARK MULCH r HIGH SAUCER AMENDED PLANTING SOIL MIN. 4 SHRUB PLANTING DETAIL SP- Sc" vr- r-v 3'-O• BUR:-rm LINE SCAPE E� •• DECORATIVE $TONE EXTEND® TO GRADE SASHED NATURAL ATONE -PEAGRAVEL- i t ' �'•• ► ' ' PRE! OF CLAY. $HALL I ORGANIC MATTER MAX IM VV. 1 .. . FILTER FABRIC ALL AROUND I,fl=p , ; 12 CRUSHED $TONEE CONFORM TO NY$= STANDARD SPEC. SECTION 103-02 COURSE AGGREGATE e INFILTRATION TRE'RCH - EAVES SP-3 &CAL& I/r- r-o' 2X P.T. TRIM W/ 1/4' SLOPED TOP 2X P.T. WOOD TRIM 2XP.T. WOOD TRIM 2Xti T.O.0000 SPACER 3/4' THICK MARINE P.T. PLYWOOD eT- CARVED WOOD SIGNAGE 2X4 P.T. WOOD TRIM 2X0 P.T. WOO TRIM TYPICAL SECTION I i I I o I I I I I I I I I I I I I_ I NOTE ALL TREES r CALIFER AND LESS SHALL BE STAKED AS SHOWN USING 3 STAKES RUBBER NOSE FRICTION GAM GUY SURE r DIA. CEDAR STAIM r LONG r SHREDDED BANG MII.dI r wim SAUCER AMENDED PLANTING SOL MIN. to TREE PLANTING DETAIL SP— SCALE: V4'- r-v 7-0 • CAST IRON SOLID MANHOLE COVER I FRAME W/ MANHOLE EXTENSION AS REQ'D. TO MEET FN08N GRADE FINISHED PAVEMENT _' ,' r a ,1 ,"i'•+ , Ly PVC W/ 'ev.'0'' ;s,,:,•+. •- ••� :: NON -SHRINK ,Q ,;• GROUT ALL PIPE LIQUID LEVEL OPENING$ 7 ;?� REINFORCED PRECAST BYFLECANKORT ..d, . M LERO o c3 xp. OR EQUAL INLET TEE OUTLET TEE ' � A L• MN. COMPACTED PROVIDE COAL TAR SAND OR PEA GRAVEL ENAMEL COATNG ENTIRE * INTERIOR OF TANK 4' r-2• 13 SEPTIC TANK DETAIL ( 1,000 GALLON ) P-3 SCALE: NTS 0$;0 ', 0 ° °0 0 01 1 0 oo� goo ' II 8' DEEP SEEP SCALE: NITS, ``1 r OuiS1oE DOA. `;� HAND HOLE POLE BASE 3/4' CHAMN SMOOTHED F FINISH ON AL EXPOSED a FINISH GRADI ELECTRICAL GALV STEEL ZINC PLATEC BOLT ASSEMI BY MANUFAC 84 HOOPS* r 12' OVERLAP I1 RODS VEF ul, ;e t 4'A�4 RAM! AND SOLIO� OVER (GRAY IRON. ASTM A40-03. CLASS 300) 7-V MAX COVER PRECNr- ENSM TO GRAM ---�--r mc. COVER goo8° Q.-. ro ° C FORM To NYi00T B e0 ° / 0 STANDARD SRC,, �G+REWTE 0.0/ TTR a 0. r O.D. PRECAST '0%08o CONC. DRYWELL 000000 p00 SEAR GRAVELF 3 , / AROUND LINING TION RING �E PIT DETAIL a+�wanc■ wnarRucnvN : 1.:;.;•,' -.� r-v COVER FRlCAaT CONIC. EXTENSION TO GRADE r CONC. COVER aT�oaFEc SECTION AGGI-ft TE �•" " " S• OM- PRECAST CONC. DRYWELL RASItlC TKE FOUNDATION RING 5' DEEP DRYWELL DETAIL 14 LIGHT POLE BASE DETAIL SP-3 $CALE:1/2'-r—o' Od U co W U. - N O_ JJ0 Za3 O�� cl)V� U_Z L O U cry � Or Z w < Q I— LLJ 0 W 04z 0 O W cL Ocn < cn O U 0 c c cn Q o cn C 00 N O N 0 I` C 0 -0 2 0 N I C t W w z CNV (> I c 'N ce) 4 4-CO +y- > .� N .c U u�o r v d a. LL DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: JMH CHECKED BY: REJ OZO� 13 I N N r--------------------------------------------- -----------------------------------------------------------� 5 5 j N �-�-� 1 L i I r 5 5 L---------- ----------- ------------------- --------- -------- ------------ ----------- ----------- -------------- REMOVAL FLAN 1/4" = I'-O" REMOVAL WORK NOTES: REMOVE PORTION OF EXISTING ROOF OVERHANG BACK TO EXISTING CMU FG ALL CUT BACK EXISTING PLYWOO I EATM TO ALLOT FOR INSTALLATION OI OF NO ROOF STRUCTURE AND ADEQUATE VENTILATION IM NEW STRUCTURE 0 IN PLACE. PREPARE AREA FOR NEB CONSTRUCTION ALL EXISTING ASPAHLT SHINGLE ROOF SYSTEM N ITS ENTIRETY. DOWN TO PLYWOOD ROOF DECK. CUR 20' :c 20' AREAS OUT OF EXISTING t OREMOVE PLYWOOD ROOF DECK 9 KY-O' O.C. TO ALLON FOR VENTILATION OF ATTIC SPACE BELOW EXISTING ROOF. PREPARE AREA AS REQUIRED FOR NEW ROOF STRUCTURE. OREMOVE EXISTING ALUM. FRAME MOM N THEM ENTIRETY. PREPARE AREA AS REQiINED POR M I1000 STUD NPLL WALL PORTION OF EXISTING FRONT END WALL IN ITS ENTIRETY. REMOVAL WORK INCLUDES ALUL FRAMED 10111DOIK ALUM. FRAMED ENTERANCE OREMOVE SYSTEM. HOOD STUD NALL. INSULATION. AND WOOD SIDING. PREPARE AREA AS REQUIRED FOR NEW WOOD STUD WILL NALL. OREMOVE PORTION OF EXISTING CMU WALL AS REQUIRED FOR NEW OPENING. OREMOVE EXIST. WOO STUD PARTITION INCLUDING HOOD DOORS AND FRAMES N THEIR ENTIRETY. PREPARE AREA AS REQUIRED FOR NEN CONSTRUCTION EXISTING CMU ENONALL IN TIS ENTIRETY. REMOVAL INCLUDES EXTERIOR METAL DOOR Wit FRAM WOOD IIRDONS. AND NOW FRAMED CANOPY OREMOVE NIT14 SUPPORT BRACKETS OREMOVE EXISTING HOOD FRAMED SHELF N ITS ENTIRETY. OREMOVE EXISTING HOOD STUD PARTITION. AND WOOD FRAMED PLATFORM/ CEILING ABOVE FWARE AREA FOR REM CONSTRUCTION. REMOVAL ALSO INCLUDES, ALL LIGHT FIXTURES. ELECTRICAL DEVICES, AND NVAC GRILLES6 OSTRIP EXISTING SPRAY APPLIED FINISH OFF OF EWNG GYP. BD. CEILING. REMOVE ALL EOMTSN'i LIGHT lNT11101L I PPLY AN WLLEL CELNG FANS. AND TRACK LIGHTING FROM EXISTING CELNG. PATCH ALL PENETRATIONS THRUM i GYPSUM 90AI'D AND PREPARE AREA FOR NEN CONSTRUCTION. OREMOVE EXISTING CARPET N ITS ENTIRETY. PREPARE AREA AS REQU IED FOR MEN CONSTRACTM OREMOVE EXISTING VCT FLOORING IN ITS ENTIRETY. PREPARE AREA AS REQUIRED PON 11111 CONETRUCTIM OREMOVE ALL EXISTING GYP. BOARD. RIGID INI LATION. ELECTRICAL DEVICES` WAC CONTROLS► WAC GRILLS AND WOOD TRIM FIRM NNDE FACE OF EXTERIOR HALL. PEEPARE AREA FOR NEW CONSTNUICTM AS REONAWL OREMOVE ALL EXISTING TOILET FIXTURES FLU MIG. AND BASE CABINETS, N THEIR ENTIRETY. SALVAGE SEW E UK FOR REUIME AS DATED. OREMOVE ALL EXISTING BATTE INSULATION N ATTIC SPACE PREPARE AREA FOR NEW OOMSTDCTION. OEXISTING TELEPHONE SYSTEM CONTROL BOX AND PANEL TO BE REMOVED BY ONNER. ALL TELEPHONE CMU N ATTIC TO M REMO'VED BY G.C. OREMOVE EXISTING ELECTRIC SERVICE N ITS ENTIRETY. OREMOVE ALL EXISTING WAC SYSTEM COMPOIEIITS N THEIR ENTIRETY. REMOVALS M CLUM ALL EXISTING MIRY AND RETIIRN GIIILLEL DUCTNORK. GAS FURNACE. EXTERIOR PAD MOUNTED CONDI9M11M MT. CONCRETE CONDENSER PAD. AND ASSOCIATED PlMKi. OREMOVE EXISTING NOT HATER TANK LOCATED ON PLATFORM ABOVE TOILET AND ASSOCIATEn PIPING IN THMR 011RE I I SALVAGE TANK FOR REUSE AS INDICATED. n O O n c- n O C� LU H F- O J (L v W== al � T: J 40 40 �i I�P x� APcc .:t U N J -� o O cn '' �-Z3 ZOO O:m cc �O cc V w LLJ � �a w Q z — o J p Z = J— Z z Q O Q p O o W U a� 0 nCn V Q 0- 0 V co N C E 0 0 co W [ 0N I W CV �z°'� C �..-. �aoN O, U > cp °o s Q a Lo U ` � f .c0 Q'� 0 v LL DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: JMH CHECKED BY: REJ R 71 0202 _ h�l v �ilE4ts1WW1� 6.a��aGiT'( a � 3aon r5 F• *IJ �W?ty To' I'"T c4 51t ATu" , �. �4+ ►Jr S'nit. by Iasi PA�FOKI` o. ;�jlLl►IGr. i i. 64 - - bot�►Y .- - . IRu or M hw - p51 r 6 , VTR c.1,y. T. HAv*• ,$ I*"' Id')(Ne wk r1o'110` rl/W >/,4." L-&Wh - -, :5Et5mlc ►JEy&r,,d Pf-IZ 9-wjIILaiA4&,JT6 o -- a* j' ex I(, or Me 1yol uvjld f 6010G o- � ri �S . s 7 J Y w Z 3 -2 �n 0 O or- 0 m LU U H- W O - LJj N < = Z Z Q zo O Z 0 LZ 0 0 n� W U a� 0 c c QCL 0 Q °o N r- c 1Y 0 C >- to (7 W c o N w ZaC4 I CV � 0 0, o coN > Q o � L 4) U 2 co f) 0 �Qcoo►a-c.LL DATE: In121,106 SCALE: AS NOTED DRAWN BY: )G ' CHECKED BY: REJ _ �' yfr" s' � p�• 0203 L! cw-I V7 LEGEND CONC. FNo. HALL. PARTITM N/ SOD OUND A1�iW1 BLANKET (SAM cm BALL B/ MET. FURRING Q CMU PARTITION + SYMBOL LEGEND LOBBY ROOM NAME SECTION LETTER v RECESSED FIRE ri-021 A FEC EXTNGIMSHER CABINET ROOM NUMBER SHEET NUMBER 0 rp STEEL PIPE BOLLARD O7 DOOR NUMBER ROOM ELEVATION I A-1 ; 3 AO WINDOW TYPE SHEET NUMBER FE 0 WALL MOUNTR Fft EXTWAK DETAL NUMBER ELEVATION KEY Q e SHEET NUMBER SHEET NUMBER GENERAL DRAWING NOTES: DIMENSIONS TO EXTERIOR MASONRY HALLS ARE TO FACE OF 1 F/O ) MASONRY UNLESS OTFERM NOTED. DIMENSIONS TO INTERIOR HOOD STUDS ARE TO FACE OF 1 F/O ) ROOD STUDS UNLESS OTHERWISE NOTED. BEFORE WORK N) STARTED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT. THE FLOOR LINE i T/O CONC. ) SHOWN ON DRAWINGS IS TO THE TOP OF THE CONCRETE SLAB. THE INTENT IS TO HAVE ALL THE FINAL FLOOR FINISHES FLUSH 1 IN PLANE» ALL COURSING (CENTERLINE OF JOINT) FOR CMU STARTS AT T/O CONC. (UNLESS OTHERWISE NOTEEDJ MAIN FLOOR PLAN 1/8' = I'_O. MEZZANINE r=LOOR PLAN 1/8" = 1'-0' BASEMENT FLOOR PLAN NORTH ,r a Q ` t _ .o j°0 CV J Y O OCn}- F—Z3 Z0!2 off = 0cc � V w HLLJ W J W d 0 Zoo < z = Zao ck— Z > O F- 0 0 <� LL nU) W U m 0 c/) c Q 0 co N +- E 0 0 0�} 0 0 0 � W � 1 w Q� Z � N 1 0 L, N a ;- � o 4- 0 � N -0 V co " _ 00 U V� D 0 X Lv Qca-c- LL DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: JMH CHECKED BY: REJ 14 1 0203 GYP. BD. SOFFIT GYP. BD ' '�W3 Z1 • Yh1 4� PLASM LAMATE IIIALL CARNETS PLASTIC LANNATE BASE CABNM 1 BACKSPLASN WD WALL BASE —� s CORRIDOR 4125 A -I PLASTIC LAMATE IIALL CABSIETS PLASTIC LAMATE BASE CABNETSI BACKSPLASN MTAL BRACKET KITCHENETTE ELEVATIONS 1/4' - 1'-0" 1 BASE BRD. c r-w- Z L&O VINYL BASE BRD. A� ----PROVIDE WC PROTECTION ON PIPES (P.CJ a TYPICAL TOILET ROOM ELEVATIONS 1/4' - 1'-0' GYP. BD. SOFFIT REF. By V-�1 GI c WORK ROOM 412 A -I A-) BASE BRD. ROOF PLAN NORTH Z ..- O 0 V N H- > o O cn '- J Z 3 w Z�>Z OS 0. � w W O W ~ �- W cy zoo _LJ Z < Z = Q cf) Q ZO J cl- 2Z� LL- 00 0 VJ TOILET ACCESSORIES SCHEDULE - TEMP. GLASS. STAINLESS STEEL ANGLE FRAME W/ SATIN FINISH. 18' W. x 36' H. .0 OMIRROR: '4 BY BOBRICK CO. MODEL NO. B-2908 183L. 0 c SURFACE MOUNTED SOAP DISPENSER, POLYMER. GREY COLOR, BY � � 0 B O BOBRICK CO. MODEL 135050 Q _ D co C O SURFACE MOUNTED PAPER TOWEL DISPENSER, ABS PLASTIC, GREY COLOR. BY to -I.- N BOBRICK CO. MODEL #13-520 a) N Op TOILET PAPER DISPENSER, ABS PLASTIC, GREY COLOR, BY O c -0 > to BOBRICK CO. MODEL #B 5288 0 �- co 0 N GRAB BARS: STAINLESS STEEL, EXPOSED MOUNTING, 1 1/2' DIA. x L. 3L"04 C a)O O BY BOBRICK CO. MODEL NO. B-LIOL x 3L" W� Z a N OF GRAB BARS: STAINLESS STEEL, EXPOSED MOUNTING, 1 1/2" DIA. x 42" L. I c 0 .. O BY BOBRICK CO. MODEL NO. B-LI04 x 42" c* U ) co Q c �n -c s 0 X _U Q ce) (-CC lIL DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: JMH CHECKED BY: REJ CONTMIOUS RDGE VENT N 3/r OYL CIRCLE TRM • i V4' HALF ROAD VIM am - "POE PAINT A5 NICH BY i V4' HALF ROUND VINYL SDNG � � DECORATION FYPON PANT TO MATCHCLASW TRIPLE GABLE �OM6E EI#1 ARCHITESYSTEM. OEIn COmm noRINIb CIA: VIOL A 3�in g As MAMfF. eY DECORATION ON IPAIIT OAKww PRO 30 - 30 YEAR SARRANTY GABLE DECORATION t01161[ CONTMIOIIE RIDGE VENT TO MATCH CLAY - IIO•D COLOR TO a 01111,71 0: AS MAN IF BY FYPON (PANT SOFFIT TO BE RESTORATION TO BE 5)IA (tI00) TO MATCH CLAY - 8 mu Ir M [ W HALF ROW VNn SDNG IPA11T TO�MATACITIA —\ VENT BBW yr. SOFFIT COVE TRM cr B �' Fr 18 - p� j GABLE DECORATIONMOWARCFiTECTIRAI GRADE ASPIiALT SNON - t000) SOFFIT TO 7 NNVISIV�ENT SOFFII COVE TRIM i VT HALF ROAD Vml mM OEM SOPHI NALL I TO BE 8NA Ita00) k t S�NO�N Tam OAIQtDGE PROS30 YEAR Q }* !SNOW - tI00) x COLOR TO BE ORFTNOOD �ARRANi1f. _ � r it � . S 2 I Ytl`'/{' I'BOXPO`TSNO Ali",F' �I:�f:`}2r I;�lirl�t t u DfA CR085LA1VER 0 SOFI4rCOVETRiI , 1 I 1 1 , 1; I CORNERS - SNA III00) I t 1 E ! ! I ' AS MANIl. 6Y SOFFIT ULL /rF i• PREFK ALUM r r f A Id t c �iJ„t }; If _ I� al.r (.1 t l,l. LOWEI! TO BE OPEN V GABLE 'h-i „�; PAYM. V v1i BAG.R '...r�I ..L +'. i�:l + r# i�-} -F r,{ rrTl-,-i'- CORATION SCREEIL�Are�u 1+ i f' (SNOW- ry ,. r7 TO HATCHAS MW, BY s1PON01) �� �G �T"-%• 1 _ t . r � i CLAY g01P f 7, _I _ �', c '_- ' -•-- ,-, ,, � r�-..,. S_+. >a '- 1a±rr a< - TO MATCH RAKE r BOX mm AND-�"t,.Iz� i h r LNEAI fV CROwI ,' - :1 Y C _ �# f7 r 1;` It S$ Y F 1 L - - - - - - - - - - - CORNERS i t 7 , 3 :. _: . G -t t S . r • : f ,r + l t ,- -t i ` i :. r �' • fiN011110W -_ � � f - MOLLDNG 15NOW se0pl �- Fz, 'Ifr r�•�#-.��-;s L I T r :t t PREFII. 1 _ CONT. ALIIL - - - t i i Zti 3. f I- — 9 BTyOPEN w 1 LKIHT IV M� EDGE .. ._. r LINEALS Ism -, Y-�- i r,' Ii/1�..Nlr -i'-L (.-1_•-,i i C +'jt _ 1 DOwILPOUf r. t , �t r. 1.: --- I I TO MATCH y ALUM. DtAPPED 1 .♦ r - -r +r'�r -#�i-ri+S-� .r,-•d_.._ r � ��_ f iff c� l_.. _. _.._ r- ..__X w.l,. _} nAJ-F,� • r } i i 7 i i x I - r.:.x,i,-}.,.t. 1„,�_t.t.}..t}.;_l,.t_,.f. _, TO r�-l..-c..z_r_ i1QL -- LKII(TBLOCIC T/O DECK MEZZ _, . ,_,-_.. INFILTRATION TRENCH ' T z �;�'1 - - - •*t~ I s - i PRVII ALIfL _ , I I - r _f - - P , t.� .;_, ;_r.'•. . •, :; ' 1i,,. i 1 j Ti i `+rf' rrt S' —( 1, _ _ : 1� _ 1 , . ®, .�:i; �, ONE BREAK r, ,Ti - I f r �/tTtOwl TO MATCH ,77 FASCIA V r I - -' - _,.. .. .. SNOW S: F�GLASa f9RASM f)TriEO __..._ - -- .__ -.. _ _ - ..-. _ _ . _ ..__. __ -- -._ �'FT"; TUSGIN COLON COVER AS -:- - _ _ �: __._W:: _ ,'. _ __ _ _ T/0 CMU IOALL I • , MANUFACTI/!� BY WON. ____.__ v_�. _�� t _.._�-___ �•. GUTTER - - MODEL ______ - - - -- - - 1 DOMlSPOIIT OVERALL ,. _ -- _ _._. ___ .__ __•__. _>`. .___._ >r IEIGIR.IPAfNT TO _ -.,. ,.: a, �, --_.- --- --- �-�:: .._��_-� __._ ._._..__--... � _- ._._:: _ __ _. :.; , ___:. -- TO - - -- - - ,. , 7 _ INFILTRATION ---- - - - ;;;, l h , . •,n , . ,I If Ii a I, ;.: DECK , :., I.. ENT .• STnW .: , ,I: TLCCOWCOVE R A5 ---'- - - ---- -_ - - 1. I FiL, I , I � '•�: •• � ! I :I_,LI I I+,I I, #,"I MAIREACTIRteD BY EDON. 1 1 1 I 1 •�• " ' ::. at .' ...i •i , .,.: . :'_ ...' iiO�L i,� it III , I II i I I 1j, 12> I f EC-120JJ WTNi 1 OVERALL HEIGHT. (PAINT TO /O DE MART PLR 3 Vr LI€ALb AT JAMBS 1 i i i i i t wNDON TRM TO BE r LINEAL V CRONI t t 1 - j 5LL r i�i11L r LNEAI IEIO+ - tp0)----------� r I MEAN i MOLDING AT LEAD AND 3 V1' LIIEALS AT 1 i STi. ME BOLLARDS I f�yE-E, spa V i MATCH SNOT -i800) 1 1 I 1 1 I I 1 A. ■IDOW SIRROIIID • 1 JAMBS COLOR TO BE SNON (tI00) i ISLAND PANT TO MAT 11 1 1 it LINEAL •BASE OF WINDOWS CLAD -WO NSUALT® LINEAL ! CROwI I I 1 I I I I I T 15MA 1 i SDNG ISNON : 0) 1 SNOT (t100) TO BE � 1 SNOT - wo I I I I NOim W"jw 1 1 I i i i - I1 -------------------- ----- ----------------- I I �'------_--- I I I I 1 1 SING lSNO/ I I � � - - _ _ - � 1 LOr••E SOLAR GLASS 1 1 1 nFEERGL� ASS BITA&S smw VIM CLAD HOOD 1 LafT FIX11RE V AM MAPPED 1 r T-------------------� t r-----� r---r-----r---- --- -------------------- ----- I I RESTORATION VINYL I r-----------------------------L--- --- �----- —r---------- .--------- ---------- AS BABEf1ENT; - sCNG NxAY -Ipp3 WNDO/5 V NSIlALT® I LIGHT BLOCK TO MATCH ' I tDERGLASS f]ITA51S STY(® /O SLAB - I TUSCAN COURII COVER AS ATM V LINEAL 1 r LINEAL lSNOr - tI00) -------------------- ----------- r LINEAL (SNOII - >roo0) RESTORATION CLASSIC —z - 1 LOr-E GLASS SPA >II00 AT Ems• AFF TO Cr�ITER i I MAI FACTIRED BY EDOIL 3• � TRPLE r BOX Pam EC-ITOJJ 1 V AND MATCH 5 -s MTN r T-------------------------T-t-------------------------� lFEliiiNGB01E taq SDNG DORMERS -SNOW T OVERALL . IPAIfT, 0 r------------------------'-r----------------------------'- r LNEAI. V PLAN SEGNVIT ts[5003 ItI00) •I00) -----�----------------------------i---------------------------�-------------------- I MODE(. a EC-170J1 fTH i'-r ---- `-----------------------------, GUTTER 1 DOrISPOUT AS NIAfIF. BY FYPOIL PANT TO MATCH OVERALL NEC,HT. IPAIR TO _ MATCH SNON -WO) DOWN INFILTRATION CLAY - Wt RESTORSm ATION - t8.0'O VINYL I WEST ELEVATION A—LI I/e" = I•-o" 2 SOUTH ELEVATION Q—LI 1/8" = P-O" i V4. HALF R01ND an SDNG eEIWD GABLE DECORATION. IS" an OONT11RI0115 RIDGE VENT i V4• HALF ROUND VNn SDNG VENTGA�BL DEECORA1�1011 [ V4- HALF ROI D VIM SIDING x 3/v DIA. CIRCLE TRIM • ARCHIE TRW 51�06O VfHALP HCORINGI sNa UM VWn SM am Im � (PANT TO MATCH BEHIND GABLE 06COR11Tf011 DDO/.11 WZN AS MANE. BY ���G IYBfEl1 OO�C4RIINfi CONTUM WA VENT mm - wm 151101 N00) fRP�O,II PAINT TO MATCH PRIED SKYLrA V INN ATED OAKIIIDGE COLOR TO BECABLEt 0 - OpT,FrM MRRANTT: AS MANP i'PON FAINT CLAY W1 LOB! SWAB am CA MAT 1r - OAKRDGE PRO 50 - 30 YEAR EARRANTY. CH By F I F DOLOR TO BE ORLgTW000 G e� DECORATION r Vr S CROSS LOUVER ILOUVER rii0ld A5 MAIrLF. BY FYPOIL SOFFIT to BE RESTORATION _ MpIOW WINT SCREFJI TO f)E OPEN V + r D BEADED 7TBPLE ? NVIWVENT COVE TRIM Rai )NATION ClAaMC TRIFLE 50FMTT COVE TRIM L t ' t S SOFFF(T COVE TRM Q r tIEAI V AWL MtAPPfD (SNOW 3 CLAPBOARD VNn SIDING SERRIIfiBOIE HR GABLE DECORATION SOffiY BEI Or 50FFIT • Utl ' t l �(` c �, I ,' . a ` ' h BI3a SOFFIT • ULL . ; AS RANI. BY FYPON (PANT !SNOW - N00) 1 a � : 7 ;' , fSNa SRO/ wo AT r-r ATAFF. TO C81TER• j 1. :� x TO MATgI CLAY -110� - ' 1+�+ c x s r # ®, ' , GA" VENT BEAD { LlGlir BLOCK COIIT.PRE17L AUK #� it f SOFFIT TO BE RESTORATIOR # ,} • + , ! f f ,' GABLE DECORATION ' r LEEALS f5110E - sIOO) DKIPDGE , r, r BEADED TRIPLE 2' NVI6IYENT LT r LEEK V atOWIMr Q1', a !PANT TO MATCH _ C PREFN t �y� �1N 1;i 1 V ��:. VA - aVV1 AUKOW EDGE •�' i Vf HALF WIND VIM � I r.:. �1 i _:.,� � ( I � -1 �mit �r .1 ..1 F FASCIA V ON AEAIL aoPFIT , r _ ,..'� + CONE T(MI TO BE MIA 01001 , . r UNEALa tiNOW - � � , __.,� PRBRI CIIOSa LOUVER _ . (SNOW - M00! ;. ,_,. ,_... • ., _ - - - -.-,,,,.-+ �r.�.,--�..., _ _ _ _ . _. Im SOFFIT ULL i- s _ r pRV11 cr , r:,.: ., .i t -,: NAME BY FYPOIL GABLE VENT fEiWO AWL fSNA Iaoo) r eox Para AND {.;, r_. +: r .. .. ,_ a -�r 7. *t,a..:t•_. -,+,�,LOIIVER70 BE OPEN V GABLE FASCIA V ONE BREAK T/O CORIQa SNOW :: T .. . : ; r R ISNOE _ T ,-LATER. , , ��/�/�� } _! SCRERJI ANT TO MATCH ® AIR TO MATCH - N00) _ ;r . - , X .�I ,7. : •�' ; ,_, SHOE . , - _ , r` r BOx PATS AID -• - - .WV! CORIERS - SMA 77 r Box PoaTa AND ' � : • oORERa - 5Na - o DE ac - MG1R oLEaOlrr. COORDINATE _ � Y DOR MTN GP NATIONAL = _ _ _ N_ _ - - ♦ - - =_ -- - - - -- -_ !, ,•I!� li I ,I I ,, p� III IlI I!. •. 1 , I !i'fl i .1. I ! ;, I p ,Ij i; :It;l i!i1 Ln ;d:..l:.: 4r 1 - ♦ ♦ - ,I 1 .1 , { , I , , : ,:, , ,.. ,....: FIRE FINISH 1 (�,Ih, :I:�I, I. ,i'. I. : ,.. ,.I:. �, I,,,. .# 1.14_, ,,. {„ ,,:'' ,..I. It �:, r.,. , ,L fIL, ;.,,, - - - ---- AWL T/O DECK MAIN PLR - - , I .III. I r, ,: { - _ I ' GUTTER , , ;I'. f, 21I I, , I,;i.' I,# a ,;, III t II ({,li ! ,t III ,lII'St , ii ''ll,jll ' .ilil ' I 1 3 Vt LIEJILi AT I I .: + I' T/O DE K - ,ICI. JAMBS I RESTORATi011 BEADED 1 I I C MAIN PLR 1 1 I I 1 5LL r LEEAL V CROMI SIDING (CLAY - WD VIITL i i I I I' iLAla ENTA515 STYLED 1 1 I I VNn CLAD a00D ; ; i i - hOILDNG • LEAD. I ITWO CKWIN WVER AS 1 ' r LlfJll I Ll-_--_---mNt>r.N00L___ ------------------ .1__--_1-----T1_____l� HAM�AM= By MA 1---- 1 1 i M1DA6 V INSUALT®L------ J i � n i i i M1XNIIT�I TO BE r LIEAL �/-_CFI i �ppE • - I I _ T/0 DECK MAIN 1 _ _ _ _ _ LOW-E SOLAR GLAaa 1 ' iSEA1.5 AT 1 I ----------- —--------------------- --------1-------y--- -- ____L---r ---j OYTRALII�BWIT• 0 , I i r --� ---- - :AIE6 COLOR -- 5 TOOEi TO B! INA 11100) 1 IF uL�AL----_--------------------------------- r I TUSCAN COW1N COVER AS---- r tIEAI 1NIOtA - BOON ODOW aIRR01Np • SYSTEM V � 1 MATCH MIA -t800) ADO/ TRN t0 BE r LINEAL V CROMI �------- � J i 1 ' �-------- - ~ RESTORATION CLASSIC TRPLEI� FIBERGLASS 61TAW5 aTYLE�-- LINEAL • BASE OF WAD 1 JAMB TO BE I MOLDING AT I1EJ1D AND 3 I/r LNEALS AT i I i � a• i 3- CLAPBOARD VIM SI NG ' SNA on SIGNAGE BY OVER I - JA1B8� COLOR TO BE SILOS IpoO) I 1 I 1 r LINEAL 15110E - SERRIIGBOIE tN0 SDNG!SNOW N00) COODRNATE SQE 1 r---------------------------------------__ I 1 N00) -------r ------ _____1 1 T/O BLAB -BASEMENT I I _ 1-------------- ------------ - r LINEAL • BASE OF I 1 REING (C SfDIKi (CTUAYI >tI�OD VINYL i OVERALL FIdGHT. �, 0 LOCATION �-----------------------------------____-- -t---------------�--r� SDIKi ISNOI �I00) 1-------- T I MATCH SNa -t100) T/O BLAB - B/1BEMI -------------------------------------------------- -----� r--------------------------"r---------------- — HA — — ----------------Ai a -eat------ ------------------- 1111 3 EAST ELEVATION "SOLAR A—LI i/e• = L_o" .� NORTH ELEVATION VINYL CLAD WOOD 7-0 VO' 4'-0' WINWVENTING OPPERAT ON TYPE I GLAZING AWNING MODEL #A21 T O s `LL .i iiiii ,:::i�iii 0 FIXED PICTURE WINDOW IV TYPE I GLAZING (SP4045) ;., b aJ PIM WNDOIIRTYPE Z GLAZING (*A") 4 MEMO No EMMOM ■■ ■■■■■ ■■I v 0 r-r 3 Lam' i.- f 3 Vr r-5' 5 Vr VINYL TRIM BOARD (4)NXED PIcum LWNG(PPPPP�)61 GUL T LIJ[- (Z PIXED AIMING S• ENDOW W/ TYPE 1 ,o GLAZING (IIAM Q a 41 PD(ED AWNING WIIIDOW W/ TYPE 1 GLAZING 18AM V-3 3/4• 3 V4' 1'-4 3/r 4'-O' 3 -4 3/r STEM ENTRANCE GLAZING II// TY E i WSEAZIING (SC WINDOW T Y V �- (4) FIXED CASEMENT WINDOWS j W/ TYPE Z GLAZING (sCRID Q oil &■, i�Ql ilk■ OOff® NOOTT OPERABLE A PRAMS 111MANCE STEM W Typo 1 GLAiNN0 FIXED CAtSD W ENDOWS TYPE I GLAZNG M CEM;) y1 b TYPE ! GLAZE1G NAM I) V-6 yr 3V� 5V2� r-I3o v4 �r-10 v/� r- 4�a V4,'. r-Ie v4 r •. , No .--(4) FIXED FLEXIFRAMIE ■■ ■■ ■■ ■�GLAZINa I. ENDOW W/ TYPE I GLAZING mom ■■ ■■ N �. ■■ No,■■ ■■ O 4'-3 3/4- 3 Vr -o Vr r-o yr Ee WINDOW TYPES SCALE V4• - r-O• GLAZING TYPES TYPE I -HIGH PERFORMANCE AS MANUP. BY ANDERSEN TYPE 4 - HIGH PERFORMANCE TEMPERED TYPE 3 - r INSUL. SOLAR GLASS W/ LOW-E INTERIOR PANE. GENERAL WINDOW NOTES: NOTE I - ALL WINDOWS TO BE ANDERSEN 400 SERIES. NOTE 4 - ALL WINDOWS TO HAVE STANDARD GRILLES WITH WHITE FINISH. NOTE 3 - ALL WINDOWS TO BE WHITE PREMNUBHEO EXTERIOR UNLESS OTHERWISE NOTED. NOTE 4 - ALL OPERABLE WINDOWS TO HAVE COMPACT OPERATOR HANDLE, NOTE 5 - ALL DIMENSIONS SHOWN ARE OVERALL UNIT WIENSIONS. D FIXEDAWNING WINDOW V r 'YPIGE GLAZINGG fsAZU Vr VINYL TM BOARD h ID FIXED CABMENT ENDOW W/ TYPE 4 GLAZING (SCIO OPDNE� BASEMENT i�MfGYLfGHT24 WITH TYPE Z Osm Vr VINYL TRIM BOARD COLOR TO BE TERRATONE O it "v, NS Ocl Hau •r U N - Y J o O cn }- f— Z 3 z0 :2 O 0 co � N;, L Z J OI _W Z O W w z Q o 0 Z < Z H =) < 0 a J 00m V9 ca U a) 0 c C Q °- 0 4- 00 N C C 0 0 0 -0 to04 N W w 0 CLO, Zv)N I N I 0 �NO♦ } D Q N > � to 00 _c C U ry Q ce) C� 0 0- x LL DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: JMH CHECKED BY: REJ A-3 0203 __ tonl �, la�GZol►FJ� jH�iCj/�[ _._ ____ _ tIwr- TO P44 p�oN ---=.6.a� 11�v(� �•�- � r•�. �s l Oaf _ . -- ... _ • • . . UMMI _j fill s &I �If ---65pHM►� s�hN�� C3o�a) -3o wtvovi. �A"4kt: ---��►�'L-ILiL Wo1rj+-SHhv�' - 1- 160" 60014T I -- 1 I i ;VltjfIr6LA-P W7• W hlrlrW�s _ _.__._ , !W / H I6NPYW I -- ' •1 • `� =h��, mat: _ ��1�• bt�Tdh� . N . I) millll i r►r do.- iqa Z�.. Q O � N�§O� U N J _I o O cn '- yOZ3 Z O }= 0 V ccZ L 3 LU � � or Z p � Z � z �► I cn Oao Z Z :s S r`- 0 0 <2S? [U 4- 0 U N a) 0 c n c � d' Q 0 v +- co 04 ( E 0 c >_ n 0 3 N _ W w � Z co N I c�N� O t s co to _c U u 0` co N c 0 x Q c O-c- 11 DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: JMH CHECKED BY: REJ 0203 • haSM, � � — ! r � N r n l!1 �i 56: I '4141�_O�� G O ) 11 .41r(, --- - CV I ' if40000 �!! m==Fit 111 �==ice I E� Owso and bpi��au►�t�jc 4 1ol .... ..-. _._. _.. - ---- _.... -- I -. KoW v ..�, *,jST tz. ,Vecl� Tw-4-- Tit' 0 4-0 r,',- - — N{►�YL "vp wldww! W/ p�I�Mnjw ls�►� v►� � 0 N v �7otlt1i7�L q�Xl�ldj�f/9 vu N► Ts v►� I� T� u Mr Im L •V W1� oki--- r n l!1 �i 56: I '4141�_O�� 11 .41r(, --- - CV I ' if40000 �!! m==Fit 111 �==ice I E� Owso and bpi��au►�t�jc 4 1ol .... ..-. _._. _.. - ---- _.... -- I -. KoW v ..�, *,jST tz. ,Vecl� Tw-4-- Tit' 0 4-0 r,',- - — N{►�YL "vp wldww! W/ p�I�Mnjw ls�►� v►� � 0 N v �7otlt1i7�L q�Xl�ldj�f/9 vu N► Ts v►� I� T� u Mr Im L •V W1� oki--- tog ss��So 0a { 1-1 WV=5 F- W F- f Jyss��� ry n tWW���YYYY VV `�- zp f F W 60, Z 5`IIIOf I I _' �oV � �, Z � � �vl► p-Th a �• NI .ww•i-- f sT GvsToM*f- vP lr sy _ N - 40 U �, J � O O V+ i Z ff� Y/ O O V F- to �I W Z > oZ o p O U a� 0 � DATE: 10/28/02 4 SCALE: AS NOTED �._ DRAWN BY: JMH CHECKED BY: REJ 0203 0 Il I m v� o'er! MODEM amumm mmums u■u■c MAIN FLOOR REFLECTED CEILING PLAN NORTH PARTITION LEGEND CEILING; LEGEND Q ® SUM ACOUSTICAL CLG. SYSTEM W. STUD PARTITION LIGHT FIXTURES I W MR RATED GYP. BD. CE.ING — • ID. STUD PARTITION. AIL DES. U314) O DOWLJG14T VINYL SOFT 3 HR FIRE RATED 0 CMU/W. PARTITION 0 EXHAUST PAN AL DES' M BELOW KV-09 AIL DES. UMABOVE Nr-09 1 HR �p ��p BD. CEILING ASSEMBLY UL DE�,N s L501 PENDANT LIGHT FIXTURE �� CEILING HEK.HT INDICATOR GENERAL NOTES : ALL INTERIOR WOOD STUD PARTITIONS TO COMM TO BOTTOM OF ROOF TRUSS OR FLOOR OECK UNLESS OTIEINSE NOTED. RMSTOP ALL DUCT PENETRATIONS AS REAURE. ALL INTERIOR FOOD STUD PARTITIONS TO HAVE 3' SOUND ATTE"TION FRE BLANKETS UNLESS OMMINSE NOTED. CONIRERENCE 121 ~ OPEN TO BELOW ' _, - ' i OPEN TO BELOW`. �DRR ATTIC ~-BELOW . - i M NINE i WORK TATION=� • .: 20 r -_ -_ I ' ' '1Y'LLKOI!Y'•'' ' " '' ` • STAIR.'. t 1 � 1 • HEZL NINE WORK TATION i 204 .� ...t t ', bCORR ATTIC OPEN TO BELOW: ` MEZZANINE REFLECTED CEILING PLAN NORTH ..... ...... ......... ............................. •: MECHJELEC. ROOM ':•:•: C CRAWLSPACE 0 55 BASEMENT •: ..'.'.•:.'.•..........•: . .................. . .................. .•..•..•.•.•.•.•...,.•.......•.•.... . -. .•.•.•.•.•.•. . . . . . ... . • .................... •.'.'....... . AC�SS .... UP OPNG •; 0 �; STAIR 0 D01 0 0 BASEMENT 0 OOL 0 0 BASEMENT REFLECTED CEILING PLAN NORTH 1/8" = 1'-0" ( N V, U� tl0 04 J o O cf)Z 3 z ui z a Zo < 0 U w U Z J Lu Lu = J W Or W U zoo 0 p < Z aC w z Q V O _ H— �" < W H- < 00o) LLLL w w a) 0 c cl) � c 0 q Q 0-0 � � a0 N ^- c C E 0 000 0�, W w D z�CO Ce } 7 Q a a)> a0 to U L co7 0 ci:� < coo DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: JMH CHECKED BY: REJ 0203 DOOR SCHEDULE DOOR FRAME FIRE RAT. HRS. SADDLE HDW GRP GL TYPE REMARKS NO. NO. OPENING SIZE THK TYPE MAT JUNDER CUT WIDTH x HEIGHT TYPE MAT TYPE MAT 1 1 MET MET 3/4 3/4 - 3 V 8 8 4 - 0-1 0-2 0-1 0-2 3'-0- X 7'-0- S-0- x 7'-OM 1 3/4' 1 3/4' A B MET MET - - 2 2 t 1 Al AL MET MET E - - 1 - - AL AL - - 2A 3 5 4 1 3 3 3 1-1 1-2 1-3 1-4 1-1 1-2 (2) 3'-0" x 7'-0" (2) 3'-0" x7'-0- 3'-0" x 7'-0*t 3'-0- x 7'-0- t 3/4' 1 3/4'D 3/4• 1 3/4- D c C AL AL wD WD - - - - 1-3 1-4 1 MET 3/4 - - 7 - 1-5 1-5 3'-0- x 7'-0" 1 3/4' 8 WD - 1 MET - - - 5 3 1-6 1-6 3'-0" x 7'-0" 3'-0" x 7'-0" (2) 2'-6- x 7'-0" 3'-0- x 7'-0" 3'-0" x 7'-0" 3'-0" x%-0- S-80 x 7'-0" 1 3/4' C WD - 1-7 1-8 1-9 1-10 t 3/4-8 1 3/4' t 3/4• 1 3/4' a A a wD WD WD WD - I- - t 1 t 1 MET MET MET MET - - I - 1 3/4 - - - 2 - - - v 9 4 8 - _ 3 - 1-7 1-8 1-9 1-10 1-11 1-12 1 3/4' 1 3/4' 8 D WD AL - - 1 2 MET AL - - 2 1 V AL 6 2 - t 1-11 1-12 t t 1 MET MET MET - - - - - - - - - 7 7 4 3 3 s 1-13 1-14 1-16 1-13 1-14 1-15 3'-0" x 7'-0" 3'-0" x 7'-0" 3'-0- x 7'-0- t 3/4' i s/4' 1 3/4' C c C WD wD WD - - - 1-16 3'-0" x T-O- 3'-0" x 7'-0" 1 3/4' 1 3/4' B C WD _ WD - - 1 t MET MET_ 3/4 p� 2 V _ 8 5 - s 1-1 1-17 _1-17 1-18 NOT USED 1-19 1-20 3'-0" x T-O* .3'-0" x T-O' 1 3/4- 1 VC B 8 WD WD - - t 1 MET MET - - - - - - 6 6 - - 1-19 1-20 1-21 3'-8- X%-0- i 3/4' E MET - 3 MET - 1 AL 1 1 1-21 ABBREVIATIONS: AL ALUMINUM MAR MARBLE ETR EXISTING TO REMAIN THK THICKNESS FIR HOUR MAT MATERIAL GL GLAZING NOW HARDWARE MET METAL GRP GROUP V VINYL WD WOOD GLAZING TYPES: TYPE I 1- THICK TEMP. INSUL. SOLAR GLASS. TYPE 2 1' THICK INSULATING SOLAR GLASS TYPE 3 1/4' THICK TEMPERED GLASS TYPE 4 1/4' THICK WIRE GLASS TYPE 5 V2' THK. INSUL. DOUBLE STRENGTH GLASS DOOR SCHEDULE NOTES: I. ALL WOOD DOORS PREMIUM GRADE 'A' SOLID CORE PLAIN SLICED WHITE BIRCK W/ BOOK MATCH DOOR TYPES 7 KY 8' 8' W �• �• 6• 8' RM TO t• scwmum S° gCIHE0ILE zr r AP�IEO GL. TYPE mNTINs (REFER To mxms SCHEDULE) RERR TO "am scwxAO O O O O 4• YL TILE CARPET JOINER VCT CPT VINYL 1/8' TILE REDUCER IRS) (ROPPE 8112 OR Ea.) r s Q SADDLE TYPE I SADDLE TYPE 2 SADDLE TYPE 3 N T.S. N.T.S. • Off • FLOOR : DOOR FRAMESS - - - • ms- m�lfflv Lis � �Im ++ ►' " • rl �S�S����S �SS ��S ��S©�S©SS�SS ►.+.Iti7 71 S�� ► / +. ►- `• « rl ©S �S�SSSS SSS SSS SSS SSSSS��S� ./ 171 ��� 11' MEN ®' 0©s■�� ea r: ossos� os�ai�e�o■o�■oosie� : e�mi�ms� ® 1 7 , 0©s���r��sosass�sossas■r�■asoo�sos�mr�mis� m ♦'." �OSS�®SSSSSSSSSSSi�ssSS©OSQ -.: S��m!'� m NMI ABBREVIATIONS ACPI ACOUSTIC CEILING PANEL (24) FIN FINISH PLAM PLASTIC LNMNATE ACP2 ACOUSTIC CEILING PANEL (2x4) GB GYPSUM BOARD PSG PAINT SEAM GLOSS AL ALUMINUM GCT GLAZED CERAMIC 11Li QT QUARRY TILE CMT CERAMIC MOSAIC TILE GL GLASS SCS STAIN CLEAR SATIN CMU CONCRETE MASONRY UNIT HGT HEIGHT TFWH TROWEL FINISH W/ HARDENER COL COLOR LT LANDING TILE TYP TYPICAL CONC CONCRETE RT RUBBER TILE MAR MARBLE CPT CARPET V VINYL EP EPDXY PANT MAT MATERIAL VCT VINYL COMPOSITION TILE MET METAL WD WOOD ETR EXISTING TO REMAIN PE PAINT ENAMEL DIP EXPOSED FWP FABRIC WALL PANEL PF PAINT FIAT FINISH MATERIAL SPECIFICATIONS QT (QUARRY TILE) GCT (GLAZED CERAMIC TILE): VERANDA STONE AS MANUFACTURED BY /ALE CERAMICS -(REFER TO FLOOR TILE PATTERN DETAIL) CPT ( � BACKINGLN% HIGH -DENSITY URAN TEXTURES ETT 02 CUSHON. COTYSCAPES S AS ELECTED. OC CUSHION URETHANE L MINATE ACP (ACOUSTIC CEILING PANELSk ARM5TW4 CORTEGA SECOND LOOK M. ANGLED TVA LAR / 2758 W/ 15/160 GRID, TILE SIZE 24'x48'x3/4'. Lri Z' THK. SOUND ATTENUATION BLANKET. 6/8" THK. GYP. 00. BOTH SIDES 2 x 4 WD. STUD METAL DOOR FRAME I ANCHOR. FRAME TYPE I - JAMB HEAD SIM. BACKER ROD SEALANT Iem IDES) FRAME TYPE 2 - JAMB HEAD SIM. ENTRY ROOM FINISH SCHEDULE NOTES NOTE t TRIM INCLUDES: _ NOTE 2 NOTE 3 NOTE 4 NOTE 5 NOTE 6 NOTE 7 NOTE 8 NOTE 9 NOTE 10 NOTE 11 1/2 chi "ArA"LYI�%ILNc1M���IS� PROVIDE 2- 7,Hl(. INTERIOR INSULATION WALL FURRING SYSTEM_ W/ _ _SINGLE LAYER OF 5/8 THK. TYPE GYP. BOARD. PROVIDE FINISH AS LED. PROVIDE FURRING 7/8- METAL W/ DOUBLE LAYER OF 5/8- TH(. GYP. BOARD OVER CMU. PROVIDE FINISH AS SCHEDULED. PROVIDE SUSPENDED DRYWALL CEILING SYSTEM W/ SINGLE LAYER OF 5/8' TYPE 'X' GYP. BD. S FINISH AS SCHEDULED. NOT USED NOT USED NOT USED WIT HVREN AS SCHEDULED.R REFER TO CROSS -SECTIONS AND INTERIOR ELEVA11pNSWALL AROUND PERIMETER OF ROOM NOT USED ALL FINISHES TO HAVE FLAK SPREAD AS REQUIRED BY TABLE 803.4 OF THE 2002 BUILDING CODE OF NEW YORK STATE ALL WOOD TRIM, DOORS, AND BORROWED LITE FRAMES TO BE MAPLE. DOORS ARE TO BE PREFINISHED. TRIM IS TO RECEIVE 1 COAT OF STAIN, 1 COAT OF CLEAR GLOSS FINISH, AND 1 COAT OF SATIN SHEEN FINISH. Z" THK. SOUND ATTENUATION BLANKET. 5/8' THK. GYP. BD. BOTH SIDES Z x L WD. STUD METAL DOOR FRAME I ANCHOR. L- 1 5/8, __� FRAME TYPE 3 - JAMB HEAD SIM. VINYL ISAR BASE II wuw vm) FLOOR Pimm FLOOR PMIBH 0 0 BASE TYPES SCALEr N.T.S. 111-94,14- 4� I L OD O Cv !AN( EQtr. VENDOR' .OI• .0 PRDVDE 8/f CONDUf FROM N OTE TELLER LUT TO EPt NO TELLS WINDOW COLUM AREA. WORD. EXACT LOCATION W/ LAIN( EQW VENDOR. 0 0 0 0 0 0 1'X,C ,JNCTIOH BOX W BELOW AND CENTERED ON WINDOW OPENING FOR AAD WIE ACCERI ",Tn ........., r' Mo m yr CONOLM O TO ABOVE a3JK r m m lfl LOCATION Wi RANK Elm. VENDOR LEGEND ouPLLEx RECEPTACLE aaovl Wt W ARE tN.EliB NOTED 0143MM OFCI • GROUND FMLT WAIT KrUAFM WP • WEATFERPROOF DOI0 Mn REMPTACLE ON ❑J ApenO ! BOX FOR HARDWI ED BMW PHONE LINE e t V A". tNM NOTED OTH9Neo DATA HGHWAY OUTLET UK W AFh tKM NOTED OTH9NW Q O #0 ONE CARETv OUTLET N REAR WALL OF RAM LAUMTE CAEET. MAIN FLOOR PLAN CALLED NORTH I/8• I'-O• MEZZANINE FLOOR PLAN CALLED I/8• I'-O• NORTH BASEMENT FLOOR PLAN CALLED I/8' I'-O• NORTH =moUl ` J_ r2 z q yYc� �t<a r- Uo 00 N J '— J o O- Z 3 Cn O Z O arc <Oco D: V J LULU M cl z Z z 0 cc J c Q o C- �Z> � w 5 o O O a- n� W 4— V U � 0 c Uj C - Iq Q 0 c/) Q +- co N r-- N C [ 0 0 0 to c 3 0 co 04 W W D O N Z� i N C � 0 �N a 00 N U a)^. > .o � a0 -c U s 0 C Lo 12 � Q�0►8L- co�sv LL DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: CHECKED BY: REJ 0203 Lighting ScheduleMan �;1?esc,Iiptiiptt "` Type 028.544-C Al 120 Rebelie Tri-Stemmed 42' Diameter Pendant with 4 50w Peridarit Tiered Canopy and Center Trim — 48" Stem Compact 48' Stem 2-120-SM-DC Fluorescent Le A2 120 Rebelle Tri-Stemmed N Diameter Pendant with 4 TTT 32w Pendant Aebelle, Tiered Canopy and Center Trim — 480 Stems Triple 4.80 Stem 2854-38.120-SM-DC Fluorecsent Length B1 120 8' Prudential Wave linear Perforated Indirect 1 54w T51-10 Wall Pruder_bal Wall Fixture Fluorescent WAL-VW-A-8-1T5H0-SC-TMW-120-M1 B2 120 12' Prudential Wave Linear Perforated Pendant 2 32w T8 Pendant Pru&f" Indirect Fixture Fkxwescent VAV-A-12-2T8-SC-TMW 120-X3-CA48 B3 120 8' Prudential Wave Linear Perforated Pendant 2 32w T8 Pendant Prudential Indirect Fixture Fluorescent VW1V-A-8-2T8-SC-TMW-120-X3-CA48 B4 120 4' Prudential Wave Linear Perforated Pendant 2 32w T8 Pendarit Prudential Indirect Fixture Fluorescent VVAV-A-4-2T8-SC-TMW-120-X3-CA48 C 120 6' Diameter Downlight w/ Dimming Ballast 1 26w TRT Recessed Udwia Fluorescent Ceiling LPOF-26TRT-1204UNZ-602A C1 120 6' Diameter Downlight 1 26TRT Recessed Lithonia Fluorescent Ceiling LP6F-26TRT-1204502A D1 120 6" Diameter Waltwash Downlight w/ Dimming 1 26W TRT Recessed Lithonia Ballast Fluorescent Ceiling LP6F-26TRT-1204UDEZ w/ 6W1 Wallwash Trim D2 120 6" Diameter Downlight 1 18W TRT Recessed Lithonia Fluorescent Ceiling LP6F-18TRT-120 w/ 602A E 120 Low Profile Surface Mounted Round Diffuser 3 26w DTT Surface Lithonia Fluorescent Ceiling FMLR-19-3-28DTT F 120 Low Profile Wrap 2 32w T8 Surface Lithonia Fluorescent I Ceiling LB-2-32-120-GEB H3 120 2'x4' 18 Cell Parabolic 2 32w T8 Grid Ceiling Uthonia 2PM3N-G-B-2-32-18LD-120GEB H4 120 2'x4' 18 Cell Parabolic 3 32w T8 Grid Ceikq Lithonia 2PM3N-G-B-3-32-18LD-120-1 /3GEB H5 120 2'x4' Surface Mounted 18 Cell Parabolic 3 32w T8 Grid Ceiling Lithonia 2PM3X-3-32-18LD-120.1 /3GEB 1 120 W Diameter Downlight 1 70w Recessed Lithonia Metal Halide Ceiling LGH-70M-9RW-T73-120 J1 120 6" Diameter Low Profile Downlight 1 70w Recessed Lithonia Metal Halide Ceiling AHZ-70M-6AR-T73-120 K 120 12' Diameter Downlight 1 70w Recessed Lithonia Metal Halide Ceilin LGH-70M-12RW-CHL-120 M Low Voltage Decorative Lighting. 1 12v, 50w Pendant Tech Lighting 4" Round Flush Canopy w/ Satin Nickel Finish. Halogen 4' Round Flush Canopy - #700J4RF-S Frost Inner Fire Pendant. (Transformer included, mounts in J-Box) Pendant - #700-FJ-FIRC-F-S-24 Dimming Ballast R 'd. N 12 Low Voltage Sconce 1 12v, 50w Wall Tech Lighting Hal en 70OWSFIR-CF-S V 120 Exterior Sconce 2 CF27, Advent 1CF32T/E, AE7045- UP (MH35)- DN (MH35)-Center Up 8 Dn (2CF27) - PT - WHT MH35 P 120 Decorative Light Fixture and Pole 1 176MH Pole Noral Ultimo Metal Halide Ultlmo4-11-MH175-120-CTG-WHT-RAS-C-TR-PH Type C Post - White X 120 Exit Light LED As Required Lithonia LE-S-1-R-120/277-ELN EM Emergency Light Lithonia i I I ELM 2 MAIN FLOOR PLAN NORTH 1/8" SYMBOL LEGEND Al /^ (\-+j-/i HANGING PENDANT UOFIT FIXTURE EXIT LIGHT WITH BATTERY BACKUP EMERGENCY LIGHT BATTERY PACK n® UGHT FIXTURE DOWNUGHT WAIL SCONCE MEZZANINE FLOOR PLAN I/8" _ I'-O" LED NTH BASEMENT FLOOR PLAN CALLED NORTH 1/8" - 1'-0" 6 r k' � 000 J _ Y J o O Cn >- 1—Z3 ZOz 0 M O in° Lu U w LLI 3� z w Q 0 zoo = Z Q o 0 Z > _Z F-- 00a, Ic (.9 J nU) W y U `N 0 C C � Cf) d O N CA � C c 0 O o Lo () C11) C 0 N I W Wiz o CV cv I 0 N 00 O� N U LO A� > , , , co C 10— U U 0, ce)Lv O R Qce)0 -oc_ LL DATE: 10/28/02 SCALE: AS NOTED DRAWN BY: CHECKED BY: REJ 2 0203 ;a Richard.E. Jones Associates -Architects- Environmental Planners 339 Aviation Road Queensbury,NY 12804 Telephone(518) 793-1015 Fax(518)793-2223 ; e-mail:rjones@rejaarchitects.com Memo To:. Dave Hatin,Town of Queensbury From: Richard Jones Date: 11/21/02 Re: Mountain View Commons(Building Permit for 339 Aviation Road) ADDENDA ITEMS: 1. The basement storage areas will be provided with a 1-hour enclosure. The square footage of the actual storage area to be used is just under 1000 square feet. Footnote b3 on table 302.3.3 states that occupancy separation need not be provided for incidental storage areas within our use.Table 302.1.1 does require a I-hour separation for storage rooms over 100 square feet.A single layer of 5/8" gypsum board will be added to the underside of the floor/ceiling assembly which-will provide the required separation.The wall separating the storage room from the crawl space area will also have a 1-hour fire rating.Refer to Sheet A-5a. e. 2. A detail of the 2-hour fire separation has been provided as requested for your use.Refer to Sheet A-4.2a. 3. Riser,tread,handrail and guardrail dmensions for stairs have been indicated on all associated plans and sections.Refer to Sheets A-1 a,A-1 b,A-1 c and A-4.2b. 4. The fire classifications of finishes Have been noted in the Room Finish Schedule Notes as requested. All carpet and VCT will be Class 1 and all VWC and Paints will be Class A.Refer to Sheet A-6a. 5. A note identifying the handicapped accessible teller counter has' been added to the drawings.. Refer to Sheet A-1 d. 6. The plumbing specification has been changed to indicate cast iron or capper drainage piping and vents instead of PVC. Refer to Spec Page 3-3. 7. A note regarding bottled water coolers has been added to the floor plans.Refer to Sheets A-1 a and A-1 d. 8. The mechanical ventilation systems for the building will provide outdoor ventilation air in conformance with Table 403.3 of the Mechanical Code of NYS. Refer to Sheet PH-1 a. 9. The snow and wind loads have been provided. Refer to Sheet S-1 a. 10. All structural calculations are enclosed for your file. P:\01-Projects\.2002\0203\Regulatory Re\Building Permit Memo 11-21-02.doc N Grab bar: 1 W diameter; stainless steel with satin finish; 36"-x 54" L-shaped; concealed mounting plate with screw-set.flange; Bobrick B-6237. 8 Mirror: 18"x 30"stainless steel channel frame; Y4"thick float/plate glass mirror, installation on concealed wall hanger. DIVISION 16—_PLUMBING I ' Handicapped type water closets(tank type). Lavatories with handicapped trim. Stainless steel sinks in break rooms. 24" mop sink and faucet. 7 Type-L copper water lines. x Cast iron or copper drains and vents. a 40 gallon hot water tank. Pressure regulator and main valve on water entrance. DIVISION 15-RVAC • Three split systems, 3 phase units. (1 @ GFNB&T and 2 @ REJA office) • Three gas furnaces, 92%AFUE. Electronic programmable thermostats with remote sensors, occupied fan and ventilation control. Wall d i iffusers and1nsulated ductwork." ■ Venting and combustion air. DIVISION 16—ELECTRICAL x 3 phase underground riderground service. x Site lighting per Drawings. Interior outlets, switching and lighting per Drawings. Power to HVAC and plumbing,equipment. 3-3 P:XO 1 -Projects\2002102031Design FilekSpec with Revisions 1 1-21-02.doc Il /l�''�' �'(� :i III i�( � �►'��;�I',Z�C __._-_� � U�. '�.'....'_.______.� I t IS { ;1 14 wl ._! x Jo i It Ll 1 Ut tit \ t O ai r 1 I ( f� (� \ L V_-_ V__ A N-_ tn 1 REtERENCE 1 I � I- 1I 1 12 i i MEWS. Y UIOM S '. IIr V' 'I o II i n W i II P3112 1233112r { WORK STATION = 1 P � G'-B I i'-8 V112' i 'ry.ry I I i t N 1271 ❑ . p I'-011 I I '.0' EE OC ' _ 0 ---- _ _ _ DRAfT. Io ORRIDOR OFFICE OFFICE jr- m IIL 115 ,I 31i2' 7"' I STAIRS DRAFT. ;!;r 31/2 T-2 5/B ❑ 8'-11/4'.P 3 V? 8'-11/q' ' 1/8' WORK ST kTION � iv FEC II'-2 5/8, 3 5/8, •11-11/1, -- --- Q 120 I11 STAIR ; BOTTLED , CONFERENCE ; 12G G m WATER C00LER � 104 P r 1 AISLE p 111 COPY Rt% QD CORRIDOR 3''0` N I I o STAIR - 13O °D 121 3 I/2, m-I. WORK ST TION 3'-0' � � 128 I �, LA 1 IIR J ❑ RECEPTION - ri I-- -------- DRAFT, , --� 1 IA I 11 TREAD r IA.f LA DING I' 13/8' 31i2' p 31/2' S'-I IJq' I/2� 13'-B I 1112' 1/8' DRAFT. I I i rr OFFICE FE 103 WORK ST kTION IIB I-13 G'iG' 5'- ' I-19 :CONFERENCE it VE�TIBULE ------------ I I - 1131 L-_---------� o u I `" l ! - G -__ --- - 10 OD m , 5'-0 1/4' 5'-0 I/4' I' gay f- ------- I OPEN tO BELOW co WOOD ORROWED _ LITE FR�ME ; 1- TYPE' '-i /4' 9'-4�1t2' 3'-i 3/4 it N � I ` i CORR. ATTIC o a ; I _. .. _... BELOW,LA ; �01 31l2" It'lG' 31 5'-11/4' 31f2' G'-5' [] MEZZANINE i Fn EADS a>r EA.) WORKSTATION LAI `f 2O3 - ➢JALKIUAY ; ` STAIR I OPEN TO BELOW i r, 202 201 I Ln tV -------- -------___ — i WOOD BORROWED ° , - ° o LITE FRAME TYPE'D' j, i MEZZANINE I WORKSTATION 2O4 i 1 G'-jEA) `4'1IP J 1 TREADSLANDING i1 I BELOW ATTIC I o r 6 OPEN 110 BELOW I T i I -- _ -__- I - __ __ I � i • Ln '6H�q- A I 1 I I I I f r (( t1 I� n PROTECTIVE COVERS i WELLS TYP.FOR ALL BASEMENT WINDOWS: o ' N ' r \ 4' c m ' IC-131, 1!2' li'-i' 3112 !B'-11i9' 1/2, . N BASEMENT MECH./ELEC. ROOM STAIR 003 o a 001 n , r N � IC-2 3 4' 2' 1!Z' I4'-31/2, 31/2 " 2 vil aW .� 0'2 E iii Ln p" " CRAWLSPACE 4 BASEMENT FEC \\ o a N 005 00q l t�0'L 7 y 3N HR.FIRE RATED ACCESS STAIR ! DOOR �u �001 M TREAOS��EA: ( aNG) FE 0OP " EASEMENT co 0 006 t N \ 6 co L m 12'-2' I Q oo : � EAo I DRIVE UP CUS OMER UNIT.COORD.I STALLATION I (AND POWER R Q'S W/ BAN o I i (VENDOR.(TYP 2) j I I 2.O 14'-i'HIGH 4' IA. CONE.CURB I IMET.PIPE BOI LARD(TYP I 1 0 a o �- I m i I I ( RAISED CON .. o ISLANDC 0 DRIVE-UP z 3 TELLERkOLER ORD,INSTA CATION OF FI DRIVE UP TELLER I i mot 101 EQUIP;W/ BAN VENDOR ATM RM. JANITOR° z w I i I .109 110 I u F L- EE _ EE _ __EEC I 777Y.)'Y XYX:+.YY_; Y.i I (� F�-o. STAIRS 74 '-31/8' 15'-I 3i4' 3 5/8' ll'-9' 3 5/8' P 5/8' 3 5/8" OFFICE TOILET I-8 COORDINATE 11'-2 5/8' 3 5/8' 4'-11/4' ' I ' o III I I-1 INSTALLATION '" 106 0 i I-11 I-10' OF COUNTER CONFERENCE W1 BANK = EQUIP.VENDOR; 104 m u HANDICAPPED ' s ACCESSIBLE FEC 6 o F 1 TELLER COUNTER EQUIPMENT.COORDINATEul I-4 "I BOTTLED I INSTALLATION W1 BANK °D IWATER EQUIP.VENDER, WORK R COOLER « I 112 TELLER AREA BBY 1-3. 6 I 108 I 102 7 m 5/8' I4'-11/2' 1/8' I m OFFICE 0 1 « (3 5/8' ' COORDINATE I 0 l 6! INSTALLATION 103 ir I Ln- i OF.TELLER `" m. 0 I m STATIONS V 0 1-2 BANK EQUIP, o VENDOR. i~ � ( i~iY - - - ----------------------- . - COORDINATE INSTALLATION OF NIGHT DEPOSIT 18/ BANK ;1, EQUIPMENT VENDOR. i n n M.On c I F" fNk \'M of- y x ---------- ri AA llrff IT so 'i pp Ole e"r loto Q*W- W/Via f P� 13 HP- • t � fr � h� � a .«•'A ,r . f ♦ ♦ ! , 1 4 I ♦ ♦ ♦ i , I ♦ . 1 . . ♦ . • • .`• ♦ I ` MECH./ELEC. ROOM 0703 , • ♦ • . ♦ , . STAIR � ,• ' lJ .' ♦ 001 CRANISPACE ' '1' 4 4 Y , • , t . ♦ QQ� 1 1 ♦ ♦ 4 1 1 1 t • ♦ , i , , ♦ i'♦ , , BASEMENT ,. . . 11 . ,` , "-CRAWL.*- '•$PACE'' • 1 ♦♦ ♦; 4 , ',','.',','.','1'. ','♦'.'♦ 1 , , . . ♦ l �! 4 . . , BASEMENT ' QOB Vi HR,FIRE RAIEO ACCE6S • ' `. ♦' STAIR DOOR ', I , I • A ♦ 1 BASEMENT •; 004 + 1 • i 1 '♦'♦ • 1 , ,'i'1 , ♦ , , 1 , 1 s ♦ 1 • 1'1 1 1 . 1 1 i r 1 Y . ♦ ♦'1'♦ 1 1 • A 1 • 1 1 . . . .','• ♦'1'•'1'I i ♦ , 1 t 1 ♦ 1 , ♦ • • ♦ ♦ 1 1 ♦ ♦ . I ♦ • f t 4 { 1 �1 ��E� A - A `F 1 1 "e 1i ROOM FINISH SCHEDULE NOTES NOTE 1 TRIM INCLUDES: STEEL LINTELS ( MET /PSG }; METAL DUCTWORK( MET j PSG }; EXPOSED CONDUIT ( M T !PSG � BORROWED LITE FRAMES (WD/SCS) INSULAT D PIPING ( INSU l SG } CHAIR RAIL (WD jSCS) CROWN MOLDING (Pp�GS}; CA ED OPENINGS (WD/SCS); HANp RKILS WO jSCS�; GUARDRAILS �WQ�CS); CEILING TRIM COI TIES (WD/SCS; ,WINDOW HEAD, JAMB, SILL, AND STOOL (WD/SCS NOTE 2 PROVIDE 2" THK, INTERIOR INSULATION WALL FURRING SYSTEM W/ SINGLE LAYER OF 5/8"r THK, TYPE GYP, BOARD, PROVIDE FINISH AS SCHEDULED. NOTE 3 PROVIDE 1/8" METAL FURRING W/ DOUBLE LAYER OF 5/8" THK, GYP. BOARD OVER CMU. PROVIDE FINISH AS SCHEDULED. NOTE 4 PROVIDE SUSPENDED DRYWALL CEILING SYSTEM W/ SINGLE LAYER OF 5/8" TYPE Y GYP, BD. & FINISH AS SCHEDULED. NOTE 5 NOT USED NOTE 6 NOT USED NOTE 1 NOT USED NOTE 8 PROVIDE CNT, WOOD CHAIR RAIL@ 36" AFF AND.WOOD CROWN MOLDING AT TOP OF WALL AROUND PERIMETER OF ROOM WITH FINISH AS SCHEDULED, REFER TO CROSS-SECTIONS AND INTERIOR ELEVATIONS. NOTE 9 NOT USED 1 NOTE 10 ALL FINISHES TO HAVE FLAME SPREAD AS REQUIRED BY TABLE 803.4 OF THE 2002 BUILDING CODE OF NEW YORK STATE (CPT - CLASS 1; VCT - CLASS 1; VWC - CLASS A; PSG - CLASS A) NOTE 11 ALL WQOD.TRIM, DOORS, AND BORROWED LITE FRAMES,TO BE MAPLE, DOORS ARE TO BE PREFINISHED, TRIM IS TO RECEIVE 1 COAT OF STAIN, 1 COAT OF CLEAR GLOSS FINISH, AND 1 COAT OF SATIN SHEEN FINISH. a 4 PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION MANUFACTURER 9 MODEL 4 OC-1 HANDICAPPED 1.6 GALLON TOILET ELJER PATRIOT, II' 1,6 GALLON TOILET 1091-2115 IADA COMPLIANT), COLOR TO BE WHITE, LAV-1 HANDICAPPED WALL HUNG LAVATORY ELJER SIGNATURE LAVATORY 4051-2104.COLOR IO BE WHITE, FAUCET TO BE GERBER :43-411-9 TWO HANDLE LAVATORY FAUCET WITH WRIST BLADE HANDLES. (ADA COMPLIANT). SK-1 SINGLE COIMPARTMENT BAR SINK SILVERCAST SELECT SERIUES - ISDB1515 - STAINLESS STEEL SINK - IS'Lzl5'WxS 1/8'0: FAUCET TO BE GERBER 049-251-14 TWO HANDLE BAR FAUCET WITH SURGICAL WRIST,HANDLES.(ADA COMPLIANT). SK-2 DOUBLE COMPARTMENT SINK SILVERCREST SELECT SERIES 33'z22' SINGLE BOWL STAINLESS STEEL SINK 135DB2S22-3, FAUCET TO BE TOP MOUNT 080-42-144-9 WITH SURGICAL WRIST BLADES AS MANUFACTURED BY GERBER, IADA COMPLIANT), SK-3 REUSED UTILITY SINK EXISTING UTILITY SINK TO BE RELOCATED FROM EXISTING BUILDING TO NEW BASEMENT AREA, PROVIDE NEW FAUCET TO BE GERBER LAUNDRY FAUCET 149-241-66 WITH SURGICAL WRIST HANDLES, FIAT MOLDED STONE MOP SERVICE BASIN CMSB-2424 (241z24'LAO'D.COLOR: WHITE.FAUCET TO BE FIAT MSB MOP SERVICE BASIN 1830-AA SERVICE FAUCET WITH 832-AA HOSE AND HOSE BRACKET, NOTES: WHEELCHAIR ACCESSIBLE LAV P-TRAP AND ANGLE VALVE SHAH BE COVERED WITH PROTECTIVE COVERING,BRAND 'TRUEBRO' MECHANICAL :VENTILATION REQUIREMENTS OCCUPANCY CLASSIFICATION OCCUPANT LOAD OUTDOOR AIR I OFFICE SPACE 1 PERSONS ! 1000 SF 20 CFM / PERSON BANK 12000 SF) 14 PERSONS 280 CFM REQUIRED REJA OFFICE (2640 SF) 19 PERSONS 380 CFM REQUIRED ' � / � ' \` Design Specification (10~28~02) DIVISION-SITEV0ORK 2 Site clearing and grubbing. a Stock pile topsoil for future use. 0 New drive and parking lots, painted parking m Eove drainage trench with gravel. n Site utilities: Underground�electric and gas, 1"vvotar service, oapUcayabonnindudingoU vv . structures and storm aterstructures. ` a 4"concrete walk with integral curbs. ` n Light pole bases. X Excavation and bockfi||for thmbui|ding. � DIVISION 3-CONCRETE ° Footings, foundation walls, piers and slabs ongrade: 3OOO psi 28-day compressive strength; wYc ratio U.55 maximum/air-entnaiOed\;Type | Portland cement; bottom offoo0ngoto boo OliDi�DURlVf48"be|oVV finished grade; crushed stone coarse aggregate b@sefor 4"(hich.s|ab reinforced with welded wire fabric. DIVISION 5-METALS • Steel columns: Gchedu{e4O pipe columns. . • Steel Beams:AGTK8A,36' DyV/SJOM@-WOOD AND PLASTICS � Floor joists:2x 12; spruce-pine fir/GPFl; grade#2orbetter; 84S; maximum 1996 moisture content; spacing aa required for 1OOpofat the corridors, 6Opafat the offices and 2OOpafot the record files. Studs: 8PF; gnade#2 or better; S4G; nmoxinnuno 1Q%moisture content; 2x4 @ 16"o. . at the interior partitions or3Y2". 250o. metal studs and 2xG@24�'o.c:sd the exterior walls. Roof Trusses: SPF| trusses spaced @24" n.c.; design for 5O ' f snow load plus dead`|mad, � m Metal framing connectors: galvanized connectors by Simpson, Kanf-Sag or equivalent. U Laminated veneer lumber. K8|CRO=LAWY2.OE; oarequired. . m Roof sheathing:APAroted. 5/O"thick CL}-K plywood; nailed to framing; H-c|ipaot'oints. VV � a||Sheadhing:AP/\n8ted. ��' c�thi�� D-X � |yVYnOd. ` m Plates: double 2xO presaura'treabadxmood plates. ° Air infiltration barrier: 6.1 mil thick fabric;Txvekorequal. • Window stool, apron and other interior trims: Wthich; clear birch with eased edges. • Horizontal and vertical vinyl siding including trim ahapeo. f5 ' � S� �� (�onUnuouoviny|vent. ' ' = Exterior trim: aluminum fascia. � Casework: Plastic laminate faced tops and cabinets. DIVISION 7~THERMAL AND MOISTURE PROTECTIOh = Exterior walls: mineral fiber blanket insulation; kraft-fa R-19. /��~11 �� Bage[nenh • Interior walls: - i |e� Ui 'bai ' . . n ' g/poo o interior vyoUo. • Roof., mineral fiber blanket insulation; h[af-f�ced^ R-3O • Insulation baffles: n� | 1 ��c1 i � water-resistant fiberboard plastic; nrnunn� clear space between the plywood roof deck and the top of the insulation. m Asphalt shingles; Class A, mineral surfaced, self-sealing, fiberglass-based, 3-tab shingles; 3O-ye@r limited warranty. ° Undedayrnant 15|b. roofing felt. � Ice protection membrane: Ice and Water Shield as manufactured by W. R. Grace; 36" . minimum width atvalleys; 5'-O" minimum coverage at eaves., " Ridge Vent: {|or-A-Ventor equivalent;typical ota|| ridges. ° Gidawa|| and valley flashing: O.D1S"thick, aluminum' sheet Oamhing. ° 1-3 P:\01 ' P n FU doo , ~� � � ' w Mastic sealant: pok/isobub/|eDe. = Exterior joints atoonorete: pok/suUidsoem|ont; oneoonnponont. • Exterior joints at masonry: acrylic, solvent-based sealant. ° Interior joints: acrylic-latex sealant. DIVISION 8~DOORS AND WINDOWS " Frames: hollow metal; minimum 18-gaugeoo|d-no|had steel; knocked down ordrywall types.. E Door silencers: drill stops to receive 3 silencers on strike jambs ofed|inbahorfnamos. p Exterior metal doors: insulated core; 18-gauge flush face; hot-dipped galvanized; ' polyurethane core insulation. ° Exterior aluminum doors: Glazed narrow stile aluminum with aluminum frames. ° Interior doors: solid-core wood door; flush face, pre-finiohiad birch; pnarniunn grade; fire-rated ot rated partitions; manufacturer's standard core. Provide UL label and wire glass with steel frame at rated doors. m Awning and casement units;vinyl-clad windows by Andersen; clear Western Pine interior; 5/8" high performance insulating g|000; full fiberglass screens. _ E Lookoeto: all locksets to be cylindrical locks with lever handles. ' w Hinges: ball-bearing butts; FBB17gby Stanley; 4%"x4K2"; 1 >6peirs per leaf. N C|ooena:4O41 Series by LCN Corporation; adjustable opening force. E Weatherstripping: stop-applied, compression bulb and neoprene door bottom sweep. ° Thresholds: aluminum; Y2" high; complying with universal accessibility standards. R Stops: cast aluminum wall bumper or floor stop byKB. Ives. N All hardware finishes bJUesatin stainless steel' U|�32[), S Insulated glass: 1"thick, c|aartomperad |cxw'E' interior and solar exterior pane; mtexterior aluminum doors and\/ooUbu|m. . ` DIVISION B—FINISHES � inbahnrwa||finish: 5/B"bpe-q gypsum board; tapered edges; A8TK0C36 " Interior ceiling,finish: 5/8"type-X gypsum board; tapered edges; AGTK8 C36. � Fasteners: gypsum board screws; A8TK8C1OO2. m Finishing system:fiber tape embedded iO compound over joint'~ exposed a covered.with compound; removal plastic trim strip where 'VVB `returns to-windows. = Vinyl composition U|a: 1/8"thick; homogenous composition vinyl; Tnrkett"Expreooiono". � Vinyl banm:4"and 6"high; vinyl wall base with cove. m Edge strip; vinyl edge strip at transition 8J�aqpebnA. � Carpet: Bigelow Urban Textures VY|th UrathaDe laminate backing; direct g|U6rdovVO with Do pad; typical at offices and corrido[o. 2 8mmn)-g|nao paint latex beoa primer, latex semi-gloss finish coat;vxoahab|o; o|oeo'B florna spread rating; typical at all steel door frames. 0 Eggshell paint: latex base primer, latex satin eggshell finish coat;washable; c|aos-Bflame npnamd rating; typical at all walls and ceilings. ° Stain and varnish; semi-transparent stain; 2 coats of satin finish polyurethane varnish; typical ot all windows and doors. 0 Sealer: clear concrete floor�sealer at all cellar floors. " /VCP: Armstrong Codogo Second Look)l /24x48x��) ~ GCT: Veranda Stone atREJ/\vestibule. a {2T:Ad bank vestibule. DIVISION 1O—SPECIALTIES 0 Fire extinguisher cabinet: steel uenni'nemamoed box with rolled edge, steel door with vertical duo panel of 1/8"thick glass, white baked enamel finish, bottom of cabinet at 24"AFF. = Fire extinguisher: multi-purpose, dry chemical type; UL-rated4A-OOB: C' 10 |b. nominal capacity; enameled steel container; for Class A. C|psa B and Class CfiFeS. ° Toilet tissue dispensers: surface mounted. " 0 Paper towel dispenser and soap dispensers; surface-mounted dispenser. ~ 2-3 P:\01 'P 002\0203\OemignFi|e\Gpaudoc ■ Grab bar: 1 Y2" diameter; stainless steel with satin finish; 36"x 54" L-shaped; concealed mounting plate with screw-set flange; Bobrick B-6237. • Mirror: 18"x 30" stainless steel channel frame; 14"thick float/plate glass mirror; installation on concealed wall hanger. DIVISION IS—PLUMBING ■ Handicapped type water closets(tank type). ■ Lavatories with handicapped trim. ■ Stainless steel sinks in break rooms. 0 24" mop sink and faucet. ■ Type-L copper water lines. ■ PVC iron drains and vents. ■ 40 gallon hot water tank. ■ Pressure regulator and main valve on water entrance. DIVISION 15—HVAC ■ Three split systems, 3 phase units. (I @ GFNB&T and 2 @ REJA office) ■ Three gas furnaces, 92%AFUE. ■ Electronic programmable thermostats with remote sensors, occupied fan and ventilation control. ■ Wall diffusers and insulated ductwork. ■ Venting and combustion air. DIVISION 16—ELECTRICAL ■ 3 phase underground service. ■ Site lighting per Drawings. ■ Interior outlets, switching and lighting per Drawings. ■ Power to HVAC and plumbing equipment. 3-3 P:\01 -Projects\2002\0203\Design File\Sp*ec.doc e GLENS FALLS NATIONAL BANK & TRUST 1 REJA OFFICES 339 AVIATION ROAD QUEENSBURY, NY 12804 HARDWARE.GROUPS GROUP#1 (1-21) 1 %2 Pair Butts(4'/x 4 Y2 FBB-NRP) 1 Closer(LCN 4040) 1 Entry.Lockset with Lever Handle 1 Threshold(4"x W high) 1 Set Weatherstripping and Sweep GROUP#2(1-12)'Provided with Aluminum Entrance Systems 1 Y2',Pair Butts(4%x 4 Y2 FBB-NRP) 1 Closer(LCN 4040) 1 Dead Lock with Cylinder 1 Pull (C09) 1 Push (CP11) 1 Threshold(69-139) 1 Set Weatherstripping and Sweep GROUP#2A (1-1) Provided with Aluminum Entrance Systems 3 Pair butts(4.'I2 x 4 '/ FBB-NRP) 2 Closers-(LCN 4040) 1 Dead Lock with Cylinder(Active Leaf). 1 Pair of Flush Bolts(Inactive Leaf) 2 Pulls(C09) 2 Pushs (CI I) 1 Threshold (69-139) 1 Set Weatherstripping and Sweep GROUP#3(1-2)Provided with Aluminum Entrance Systems 3 Pair Butts(4 Y2 x4 '/ FBB) 2 Closer,(LCN 4040) 2 Pull (C09) 2 Push (CP 11) 1 Threshold (69-139) GROUP#4(1-4,1-9, 1-15) 1 '/ Pair Butts(4%x 4'/Z FBB) 1 Passage Set with Lever Handle 1 Wall Bumper(Door s 1-4, & 1-15) , 1 Floor Bumper(Door 1-9 only) GROUP#5.(1-3,1-6,.1-17) 1 %Pair Butts(4 Y2 x 4%z FBB) 1 Classroom Lockset with Lever Handle 1 Wall Bumper GROUP#6 (1-11, 1-19, 1-20) 1 Y2 Pair Butts(4 Y2 x 4 '/ FBB) 1 Privacy Set with Lever Handle 1 Wall Bumper P:101 - Pr6jectsl2002102081General ContractorlHardware Groups.doc GROUP#7(1-5, 1-7, 1-13, 1-14) I Y2Pair Butts(4 Y2x4Y2FBB) I Closer(LCN 4040) I Classroom Lockset with Lever Handle 1 Wall Bumper(Doors 1-7, 1-13, 1-14) I Floor Bumper(Door 1-5 only) -GROUP#8(0-1.0-2, 1-10-1-16) 1. Y2Pair Butts(4 '/x4Y2FBB) I Closer(LCN 4040) 1 Passage Set with Lever Handle 1 Wall Bumper GROUP#9(1-8) 3 Pair Butts(4%x 4 Y2FBB) I Storeroom Lockset with Lever Handle(Active Leaf) I Pair of Flush Bolts (inactive Leaf) I Wall Bumper(Active Leaf) I Floor Bumper(inactive Leaf) P:\OI - Projects\2002\0208\General ContractorWardware Groups.doc TV*- RECEIVED nFr, 12 2002 TOWN OF QND UEENSBURY IWIDING A CODE 4 i L 1 ( SvrAr- i �� r 41) M i i v� s 1 I n g oc l • 3 = 14 t< t+ CeX_l CeZ?-x cz 4 ce-.L _ o . n l� �1 1 R J �� �� _'� <. � � ' �jt�a . : ._.. - . . ._.� _� �. �... �, ��� ��� t . ... ...._._ . ._.. . .._.. � � �� Sti q ,. 4 _ � >� .. ._ Q 'I i� � ... ._.. . c I Z . ..a �.._ .___... .—.._._. _,. 1 � � .�1�� . . : .-i 4` ...... .�.._... __ .... .__._. _... . _..___. .. _... _ .... . ... .. _. r.. _.,.,E,� .__.. . _ ?�—�� P � .�. i �' � � 2 t---— _.. . . . _ . —._ ___ �. . . � ... . �- . — a . 4 __r��..._.__.. .. � ._ .. .._ .., it � ......_ _._ 4.,.....� .. .. ... r , k - -� .sPi:xJ. Loam-.5Z7-- > ... . . .. .... __ _ . .• . _..._ ._ . .. H_I i f I - E �,.s G_�, .oC....�2. �..,( Cp'J X '� ..,� ..._�Z.ia..�• 2'Z.a.. _ _.�.�. �--�.. _ ..._. . _.. ..�.._ . .. ...... .... . { LTt i t 0 r --. -. • i W 12X1 - _. - .......... ... .. ... .. __ ._.. _... _ ._ ._ ........... Li �.r E 1 , y 3 `1 ',` ..... ._ _.......... . p _ ��j.-2.:...�,.. _ -SAwt;�- ,r�s...- �►s:-f ._ .. .: _. ...._. . -: . �} . �,�Vim-jr.� . .Glhio.�Y . .- ._ Ll 2- _15 r r 5 �-ta --- J -_--_._._._..._. a r . 3 i �E 1 N5 ' ' 1 z . La i,j.'o. , . .� .= ! S x �. r .:�,o Zo ... l.► .... ...._ $"� Gill IN GG- .. . . . .. CL `� � ��'.. Cy�� x •7.3_z� ,�- , '�;:1 coo G.� . .7 .Iz �X2) 1�4 U� �r P, Zk4 sus ! i , ` -�-- �l�vx l •25 X C� { I t Richard E.Jones Associates Title: Job# 339 Aviation Road Dsgnr: Date: 11:44AM, 10 SEP 02 Queensbury,NY 12804 Description Phone:(518)793-1015 Scope Fax: (518)793-2223 . �Descrlption�R�Bl -Sep-200ering SofB-1 General informatio Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X14 Fy 36.00ksi Fixed-Fixed Load Duration Factor 1.00 Center Span 11.00 ft Bm Wt.Added to Loads Elastic Modulus 29;000.0ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 2.00 ft Distributed Loads #1 #2 #3 #4. #5 #6 #7 DL 0.782 k/ft LL' k/ft _ ST k/ft Start Location ft End Location 11.000 ft Summary Beam OK '"3;. Static Load Case Governs Stress Using:W12X14 section,Span=11.0011, Fy=36.0ksi End Fixity= Fixed-Fixed,Lu=2.00ft,LDF=1,000 . Actual Allowable Moment 8.028 k-ft 29.459 k-ft Max.Deflection -0.020 in fb:Bending-Stress 6.475 ksi 23.760 ksi -I fb/Fb 0.273 :1 Length/DL Defl 6,466.0 :1 Length/(DL+LL Dell) 6;466:0 :1 Shear 4.379 k. 34.301 k fv:'Shear Stres: 1.838 ksi 14.400 ksi I fv/Fv 0.128 :1 _ Force&Stress Summary These columns are Dead+Live Load placed as noted->> DL LL LL+ST LL• LL+ST Maximum Only ta>Center tenter @_ Cants as Cants Max.M+ 8.03 k-ft 4.01 k-ft E Max.M- -8.03. k-ft Max.M @ Left -8.03 k-ft Max.M @ Right -8.03 k-ft Shear @ Left. 4.38 k 4.38 k Shear @ Right 4.38 k 4.38 k Center Dell. .0.020 in -0.020 0.000 -0.020 0.000 0.000 in Left Cant Dell 0.000 in 0.000 0.000 0'000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Dell @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in �J Reaction @ Left 4.38 4.38 4.38 k Reaction @.Rt 4.38 4.38 4.38 k Fa caic'd per 1.5-1,K*Ur<Cc I Beam Passes 1.6.1.4.1,Para 1,2,4,&5,Fb=0.66 Fy { Section Properties W12X14 j Depth 11.910 in Weight 14.13#/ft r-xx 4.615 in Width 3.970in I-xx 88.60 in4 r-yy 0.753 in Web Thick 0.200 in I-yy 2.36 in4 Rt 0.950 in Flange Thickness 0.225 in S-xx 14.878 in3 Area 4.16 in2 S-yy 1.189 in3 Richard E.Jones Associates Title: .rob# 339 Aviation Road Dsgnr: Date: 11:44AM, 10 SEP 02 Queensbury,NY 12804 Description Phone: (518)793-1015 Scope: Fax: (518)793-2223 L��5- 00 :5 01002o�2,verss.o,zssepaoor $t@@� B('alYt DeS1 .nPage 2 903-2001 ENERCALC Engineering Software 9 l�s! Description R13-1 t� Sketch &Diagram 20 D 30 - 4 d0 5 50 - B 66 -`7 70 8 80 9 90 1100 0.7Wt4_tiYi-�TTfi. fT#i"iffy:t f ;.,,i +ii►;fi 9.782kfl i,; _,,. __... 1 , �I c I I f Shear Load `"_— r ._ i._.._. _ Location AlongMember(it) 11fl_ 4.01 7.10�__._. .20 .30 ..-g'(/:�.:Q ., '�i?��8,80 ..._�7.70�_._._..8".._._..._.��..90__' Mmax=8.0k-ft ?�— - (— i-- Dmax=-0.020in t" l )I!�.� I I-1jj,n1�II I !! .!,!a .. Mmax( left=8.03k-fl Mmax(�tight 8 03 �13'! ! f 1 jr y!1AN M -.µme Rmax=4.379k Rmax=4.379k ,i II 77 Vmax(E1 left=4.379k Vmax(�n=4 379k, :-,s_f ................L._______._..._..._ .,.a..l . ......... �i rt _. __ __L_ _ ._,._,__ __ _.......�..�._.__ ...... :..x... t Sending Moment(k-fl). Location Along Member(it)� ,_ m::p,:d�:,.;.. ..Y LL:,... _..._..i..:I:::'."'���:!!:!��'f„':'°»,.w:w �::.. !y:!�::':::::'Iae�E•d,.;:;'-i"�i�i:'k�q.`�:r. f i' 4. _......._...._.._....... ,fig II )061 5(�III��I! f r!! I kfl��!i'1II41r�!� - - _.. ! - Local"}t Deflection(in) Location Nanq Member.(fl) U { i . , I I I u� I I Li i Richard E.Jones Associates Title: Job# 339 Aviation Road Dsgnr: Date: 11:46AM, 10 SEP 02 Queensbury,NY 12804 Description Phone: (518)793-1015 Scope: Fax: (518)793.2223 Rev: 550100 User:KW-0802072,Ver5.5.0,25-Sep-2001 Steel Beam Design Page 1 (c)1983-2001 ENERCALC Engineering Software g Description RB-2 General Infarmatlan Calculations are designed to AISC 9th Edition ASD and 199T UBC Requirements - Steel Section : W12X14 Fy 36.00ksi Fixed-Fixed Load Duration Factor 1.00 Center Span 10.50 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&.ST Act Together Right Cant 0.04 ft Lu:Unbraced Length 2.00 ft Distributed loads #1 #2 #3 #4 #5 #6 , #7 - DL 0.782 k/ft LL k/ft -; ST k/ft Start Location ft End Location 10.500 ft Summary Beam OK Static load Case Governs Stress Using:W12X14 section,Span=10.50ft, Fy=36.0ksi End Fixity= Fixed-Fixed,Lu=2.00ft,LDF=1.000 Actual Allowable Moment 7.314 k-ft 29.459 k-ft Max.Deflection -0.017 in i lb:Bending Stress 5.899 ksi 23.760 ksi Length/DL Defl 7,434.4 :1 fb/Fb 0.248 :1 Length/(DL+LL Defl) 7,434.4 :1 Shear '4.180 k 34.301 k fv:Shear Stres: 1.755 ksi 14.400 ksi fv/Fv 0.122 :1 Force&Stress Summary <- These columns are Dead+Live Load placed as noted--» DL LL LL+ST LL LL+ST" Maximum Only (a)Center an.Center Cants Cants Max.M+ 7.31 k-ft 3.66 k-ft i Max.M- -7.31 k-ft Max.M @ Left -7.31 k-ft Max.M @ Right -7.31 k-ft Shear @ Left. 4.18 k 4.18 k Shear @ Right 4.18 k 4.18 k �- Center Defl. -0.017 in -0..017 0.000 -0.017 0.000 0.000 in Left Cant Defl 0.000 in 0.0.00 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 4.18 4A8 4.18 k Reaction @ Rt 4.18 4.18 4.18 k Fa calc'd per 1.5-1,K"L/r<Cc _ I Beam Passes 1.5.1.4.1,Para 1,2,4,&5,Fb=0.66 Fy Section Properties W12X14 Depth 11.910 in Weight 14.13#/ft r-xx 4.615 in _! Width 3.970in I-xx 88.60 in4 r-yy 0.753 in Web Thick 0.200 in I-yy 2.36 in4 Rt 0.950 in Flange Thickness 0.225 in S-xx 14.878 in3 J Area 4.16 in2 S-yy 1.189 in3 1--_, a � 'Richard.E.Jones Associates Title: Job# �— 339 AViation Road Dsgnr: Date: 11:46AM, 10 SEP 02 y Queensbury,NY 12804 Description -Phone:(518)793-1015 Scope: Pax: (518)793-2223 Rev: 550100 User.KW-0602072,Ver 5.5.0,25-Sep-2001 Steel Bealm Design Page 2 (c)1983-2001 ENERCALC Engineering Software, . 10 Description RB-2 Sketch &Diagram 525 ---8,30 `73s 840 ..b4s ,10,50 ._..__ . ____...y_..-........ ... o: f t f �...- ri: t I. � 07e2idn (- (� -(� yyrr77 W`M1 itrrttttifitiriititr t r rtr rr t t i : : i I'III!�li l!r, i (- 42.49 ., Shear Load{k) LocationAlon Member "ft) ___ ._._-_____ _.... _.. g 10.8ft � � 3.88 .D�....._-.��2.1U_...__.1$_.__��.���:f l i:r II��'a�.,3p"... 7.33� �.d0�....,�..:45.............10.50 .I' ____..-.i...__.._. �Mmax=7.3k E Dmax--0.017n } - -- .,!ii�l!',�•it'hn,><s,.,. Mmax®left=7:31 k-ft Mmax@ right=7.31 ?=HUM i i= _ ! Rmax=4.180k 'Rmax=4.180k :ii „ i; �� _...__..... {. F Vmax t�left=4.180k Vmax 0 it=4.180k,: ,-1 - Bending Moment(k-ft) Location Along Member(R) I i I c loso f 0.00 ih�lr rlt,. s i f 2i: y.. 'NsWS T"�-� _ iiM ' « :0.01__,...__............... 3 0.a, i _. ._....... ------------ Locatyloellectlon pnj - Location Attong Member(ft) 1 � I . I E I . I ,,.,.... LJ I- t Richard E.Jones Associates Title: ,lob# �__j 339 Aviation Road Dsgnr: Date: 3:22PM, 10 SEP 02 Queensbury, NY 12804 Description Phone: (518)793-1015" Scope: Fax: (518)793-2223 Rev: 550100 user KW-0602072,Ver5.5.0,25-Sep-2009 {�ener'�I Tln�beC Bet�m Page 1 (c}1g83-2001 ENERCAI.0 Engineering Software Description RB-5 _ General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2-2x12 Center Span 6.50 ft .....Lu 0.00 ft Beam Width 3.000"in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .... .Lu 0.00 ft Member Type Sawn Fb Base Allow 1,200.0 psi Load Dur. Factor 1.250 Fv Allow 165.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi E 1,800.0 ksi Full'Length Uniform Loads --1 Center DL 646.40#Ift LL #/ft Left Cantilever DL #Ift LL #/it Right Cantilever DL #/ft LL #/it Summary Beam Design OK, Span=6.50ft,Beam Width=3.00Oin x Depth=11:251n,Ends are Pin-Pin - Max Stress Ratio 0.392 : 1 1 Maximum Moment 3.4 k-ft Maximum Shear* 1.5 2.2 k i Allowable 8.7 k-ft Allowable 7.0 k Max.Positive Moment 3.41 k-ft at 3.250 it Shear: @ Left 2.10 k Max.Negative Moment 0.00 k-ft at 6.500 ft - @ Right 2.10 k j J Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.061 in Max.M allow 8.70 Reactions... @ Right 0.000 in fb 646.96 psi fv 66.44 psi Left DL 2.10 k Max 2.10 k Fb 1`,650.00 psi Fv 206.25 psi Right DL 2.10 k Max 2.10 k Deflections Center Span... Dead Load Total Load Left Cantilever... -Dead Load Total Load Deflection -0.040 in --0.040 in Deflection 0.000 in 0.000 in ".Location 3.250 ft 8.250 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,926.2 1,926.23 Right Cantilever.:. Camber(using 1.5*D.L.Defl)... Deflection 0.000 in 0.000 in @ Center 0.061 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs - Bending Analysis Ck 28.094 Le 0.000 ft Sxx 63.281 in3 Area 33.750 in2 Cf 1.100 Rb 0.000 Cl 1.471 j Max Moment Sxx Rea'd Allowable fb @ Center 3.41 k-ft 24.81 1n3 1,650.00.psi @ Left Support 0.00 k-ft 0,00 in3 1,650.00 psi @ Right Support 0.00 k-ft 0.00 in3 1,650,00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.24 k 2.24 k Area Required 10.872 in2 10.872 in2 Fv:Allowable 206.25 psi 206:25 psi Bearing @ Supports Max.Left Reaction 2.10 k Bearing Length Req`d 1.120 in Max.Right Reaction 2.10 k , Bearing Length Req'd 1.120 in i Richard E.Jones Associates Title: Job# 339 Aviation Road Dsanr: Dater 3:22PM, 10 SEP 02 Queensbury, NY 12804 Description Phone:(518)793-1015 Sca e: J Fax: (518)793-2223:. p Rev: 550100 User fCW0602072,Ver5.5.0,2"ep-2001 :General Twmber Beam Page 2 (a)1g83 2001 ENERCALC,Engineering Software Description R&5 Query Values M,V,&D @ Specified Locations Moment: Shear Deflection @ Center Span-Location= 0.00 ft 0.00 k-ft 2.10 k 0.0000 in @ Right Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in @ Left Cant.Location= 0.00 It 0.00 k-ft 0.00 k 0.0000-in Sketch &Diagram " ,1 _. - 1 D.85-''1.90._-.._'�5(t.6o.-'3�3•„_'3:$8'_... �.$_�—.-...28�`d:9�_--.:8.50 "Wit i _..».__..............».Milt _. _.»»...�_. ' i .U11 } -�-'--- ------ `--- '-- ::III�';Ijii iii Ili i .. -}_.---;- �ilni;liill ll_ ?'iuih�fli 111 . ;ass ! max=-0.040in Shearl.oad(!)-"- — ' ~ Location Along Member(0) V Rmax=2.1k Rmax=2.1k 3.07 - i i- p! mr. Vmax left=2.1k Vmax ft=2.1k2.39 ..........2.05 . ____._....... ...:.......:.�:;-!4: :5�ieir.(•.i-::::::!! m,:nn,: rci; _I_:..F:,!:I!!:�!iii!!!i iCi:iS!!i ..— ___ ._. 1.38 :iE;: }_.. ) �) '.02 :!,"i;17?Il�;i ;l:,r;,n,.;:,:.,dl7gi}ai ,.,. ;�!rt!.r,:"':' il.!,3::.�i � i tat�!::,:::II!:1, � !' a� i i � :!' .;: IA :!-::.'!:I' ! t .!ilI ! (IW -.t,li I lip i }I � II ! .. ( � !_ 1 i • 1 I It Ben Moment Qc g) Location Along Member(it) -10. .F �. t +_ t!F II ail l;,i i 1'il III !=ty k! III !1 I 40 g.oz i'kl f i l,)fib 5 i i I � t i x Dill) ! iki 1! i Ye.g2 ii 1 i I;i;_ .3 ii �0.02 ......_..... MINNF f 1 rases .._.._. .. ._..... .__ ._i 1 {ill. , Lf! Local�'Deflection Qn) Location Along Member(N) L � r ) >_,I I 1 f Richard E.Jones Associates Title: Job# 339 Aviation Road Dsgnr: Date: 3:31 PM, 10 SEP 02 Queensbury,NY 12804 Description } Phone:(518)793-1015 Scope: Fax: (518)793-2223 Rev: 550100 User:Kw-0602072,Ver5.5.0,25-Sep-2oo1 General Timber Beam Page 1 (c)1983-2001 ENERCALC Engineering Software Description RB-10,11. General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 3-2x12 Center Span 10.00ft .....Lu 10.00 ft _ Beam Width 4.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Fb Base Allow 1,200.0 psi Load Dur.Factor 1.250 Fv Allow 165.0 psi - Beam End Fixity Pin-Pin Fc Allow 625.0 psi E 1,800.0 ksi Full Length Uniform Loads i Center DL 680.00#/ft LL #/ft ' U Left Cantilever DL #/it LL #/it Right Cantilever DL #/ft LL #/ft Summary j Beam Design OK Span=10.00ft,Beam Width 4.500in x Depth=11.25in,Ends are Pin-Pin Max Stress Ratio ' 0.609 : 1 Maximum Moment 8.5 k-ft Maximum Shear* 1.5 4.2 k Allowable 14.0 k-ft Allowable 10.4 k Max.Positive Moment 8.50 k-ft at 5.000 ft Shear: @ Left 3.40 k Max.Negative Moment 0.00 k-ft at 0.000 ft '@ Right 3.40 k ! Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right'Support 0.00 k-ft @ Center 0.239 in - Max.M allow 13.96 Reactions... @ Right 0.000 in fb 1,074.57 psi fv 82.20 psi Left DL 3.40 k Max 3.40 k Fb 1,765.04 psi Fv 206.25 psi Right DL 3.40 k Max 3.40k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.159 in -0.159 in Deflection - 0.000 in 0.000 in ...Location 5.000 It 5.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 753.8 753.81 Right Cantilever... Camber(using 1.5"D.L.Dell)... Deflection 0.000 in 0.000 in @ Center 0.239 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs E Bending Analysis Ck 28.094 Le 19.005 ft Sxx 94.922 in3 Area 50.625 1n2 Cf 1.200 Rb E 11.258 Cl 0.981 Max Moment Sxx Req'd Allowable fb @ Center 8.50 k-ft 57.79 In3 1-,765.04 psi @ Left Support 0,00 k-ft 0.06 in3 1;800.00 psi i @ Right Support 0.00 k-ft 0.00 in3 1,800.00 psi 4 Shear Analysis @ Left Support @ Right Support -1 Design Shear 4.16 k 4.16 k - Area Required 20.177 in2 20:177 in2 - Fv:Allowable 206.25 psi 206.25 psi Bearing @ Supports Max.Left Reaction 3.40 k Bearing Length Req'd 1.209'in Max.Right Reaction 3.40 k Bearing Length Req'd 1.209 in f � Richard E.Jones Associates Title: Job# 339 Aviation Road Dsgnr: Date: 3:31 PM, 10 SEP 02 - Queensbury,NY 12804 Description I Phone: (518)793-1015 Scope: I Fax: (518)793-2223 :U.. ev: 550100 s 5K'0' 2072,Ver 5.5.0,25-Sep-2001� General Timber Beam Page 2 )1983-2001 ENERCALC Engineering Software i Description RB-10,11. Query Values M,V,&D @ Specified Locations Moment Shear Deflection @ Center Span Location= 0.00 it 0.00 k-ft 3.40 k 0.0600 in @ Right Cant.Location= 0.00 lit 0.00 k-ft 0.00 k 0.0000 in @ Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Sketch& Diagram { t1.00 ¢.OD 8.40 '�.00'_5.00 { 4t( t t i i i i i 680#1R I b y 1---- -...___-._i------.—._— .._.._.__...____.__-_-... ..___.____`........._._.._...: } ---- —{. 'ifc:,lwl:!; f�la;i � ���lljii : r. Vfl— ex=8.5k-R �2.T0 _._..._.......... � �............_..;.................__`�'___—.—.. __.._._i__............ : •,.35 �—_-- I III: I Dmax=-0.,59m __..a-......___ ---..._ _:.._. Along e m .._.. ,. .. Shear load(k) Location Alon�Mabr ft) B g � ^� �T. .0�7.........:6�0_.._.._Y0.00 Rmax=3.4k Rmax=3Ak Li Vmax left=3.4k Vmax n=3.4k 6S-0— 5 95 I:I...III�........I�N::lr Y f II:: t' _.......... - __ .......-. I .:;:!:; :.. ..............................: ��ili; _ .:r. rmr!,nrr: f{'a ':.1 S.iO f , : I, _ 7 -._.. Ii ;$.55 k -fffO J�1�i,i�l (,�Id��!I � �!,h,fi�i��i���j�i, !! �I �r•! �i��!t���!;�I �,f f is i l;���illlr�...... r. i»i= f;){Lff :t•.i ,r .i ; il. 4N1 i + rl i s,�:. ffPff ;.-t. s Ben Moment(k N) Location Along Member(R) I e { - 00 --L ."'","„" m".�' L f LI Illi •0.0�" lliial�I���ii a ii 6411�il�i,+i„� , 'sl�I ����I� ��letiit �I I��I L�a !�I i ME ,i�I,��• ht i q f�r 4 pf _ ,p....�„p,+'I .. ... { I - '0.10 i M i 4l!�3 �� 11.f-t .� ,) i t ;'. ii!r::;i;_!I;ef �,..h..-wal::,�,y,w""'-. ""---.-----..L... ........... Looai'y'"DeOedfon(in) Location Atong Member(R) i r I k1 i f { I , 1 j I . : I ' Richard E.Jones Associates Title: Job# f 339 Aviation Road Dsgnr: Date: 10:45AM, 10 SEP 02 Queensbury,NY 12804 Description Phone: (518)793-1015 Scope Fax: (518)793-2223 Rev: 550100 User:Kw-06 2072,Ver5.5.0,25-Sep-2001 $te@� Beam Design Page 1 (.s r' -2001 ENER V L6 Engineering Software Description 8 8 -1 General infiormation Calculations are designed to RISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X19 Fy 36.00ksi Fixed-Fixed Load Duration Factor 1.00 - Center Span 12.00 It Bm Wt.Added to Loads Elastic Modulus 29,000.Oksi Left Cant. 0.00 It LL&ST Act Together 1_4 Right Cant 0.00 It Lu:Unbraced Length 1.33 ft • Distributed Loads #1 #2 #3 #4 #5 #6 #7 DL 0.990 k/ft LL - k/ft ST k/ft Start Location ft End Location 12.000 ft Paint Loads #.1 #2 #3 #4 #5 #6 #7 `j Dead Load k Live Load 6.000 k Short Term k Location 2.000 ft J Summary Beam OK Static Load Case Governs Stress Using:W12X19 section,Span=12.00ft, Fy=36.Oksi End Fixity= Fixed-Fixed,Lu=1.33ft,LDF=1.000 Actual Allowable Moment 20.440 k-ft 42.336 k-ft Max.Deflection- -0.032 in tb:Bending Stress 11.472 ksi 23.760 ksi Length/DL Deft 5,766.5 :1 fb/Fb 0.483 :1 Len th/DL+LL Defl 4,568.E :1 Shear 11.609 k 41.149 k 9 ` fv:Shear Stres: 4.063 ksi 14.400 ksi fv/Fv 0.282 :1 '-� Force&Stress Summary «--These columns are Dead+Live Load placed as noted--» j DL LL LL+ST LL LL+ST Maximum Only Center o(�Center 0.Cants Cants Max.M+ 20.44 k-ft 6.05 7.15 1 k-ft Max.M- -12.11 -20.44 k-ft Max.M @ Left -12.11 -20.44 k-ft Max.M @ Right -12.11 -13.77 k-ft Shear @ Left 11.61 k 6.05 11.61 k Shear @ Right 6.50 k 6.05.. 6.50 k Center Defl. -0.032 in -0.025 -0.032 -0.032 0.000 0.000 in Left Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 1 0.000 0.000 0.000 in ...Query Dell @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in { Reaction @ Left 11.61 6.05 11.61 11.61 k Reaction @ Rt 6.50 6.05 6.50 6.50 k Fa calc'd per 1.5-1,WL/r<Cc I Beam Passes 1.5.1.4.1,Para 1,2,4,&5,Fb=0.66 Fy ' i — Richard E.Jones Associates Title: .lots# 339 Aviation Road Dsgne: Date: 10:45AM, 10 SEP 02 Queensbury, NY 12804 Description: Phone: (518)793-1015 Scope: Fax: (518)793-2223 Rev: 550100 User:KW-0602072,Ver 5.5.0,25-Se -2001 Page 2 (c)19832001ENERCALCEngineeringSoftwareLJ Steed Beam Design a i Description BB-1 Section Properties W12X19 Depth 12.160 in Weight 18.92 Wit r-xx 4.831 in Width 4.005in I-xx 130.00 in4 r-yy 0.822 in Web Thick- 0.235 in I-yy 3.76 in4 Rt 1.000 in Flange Thickness 0.350 in S-xx 21.382 in3 Area 5.57 in2 S-yy 1.878 in3 Sketch &Diagram 60 4.80 6.00 .2.. 840 960 ilo.e0 12.00 � �r..._.___._'._............... a•sFwC 1 i i t i t i i t f f i i i i i i t . i t i i r i t i t i i3 as9k/tt �I���ii__._ _._.____i.._........_�_�....._.1:.-._.... 't # _.HII _. _---- ---- _ _ I Y _ _.._i____-__. _— __:........._ ' Shear Load _ _ _(k) Location Along Member(it) 12ft 7.15 _- 'Y:20"-__2A0-' 3.fiQ-:.-!':!l 8ffal '' 0+'x'=`" L ......_�8.40-- J.eg �0;80 42.00 Mmax=20.4k-fi ._�._._-__.____..- ....._. Dmax=-0.032in 2.38 I Mmax left=20.44k-ft _ Mmax @ right 13 7 j Rmax=11.609k Rmax=6.498k 1,3!fd ( ..-,.. .. __ ... _ q i 11.609k Vmax0it mox left 6498k ......_.......__..._.. V ..... ...... '.,...._.,_.- ._...._............. ........ —__! _....._..__.__� _1_.-...___-_.__.__. _._._.... .. ... �( Ben ding Moment(k-ft) Location Along Member(fl) 0--s i 4 ii ii I i �hl d. ! »u 4 - i i F i't dr nG.. w.::«+:,.-.:....._ •12.00 __ OA1I - a.01 .. ...._. I --- .................. o.oz . 11 ri 131. : in Ei f - `"' � Local Deflection(in) Location Along Member(it) i 4 1 V i i 1 - Richard E.Jones Associates Title: .lob# l- 339 Aviation Road Dsgnr: Date: 2:08PM, 10.SEP 02 Description Queensbury, NY 12804 Phone: (518)793-1015 Scope Fax:•(518)793-2223 Rev: 550100 user:Kw-oso2072,ver.55.0,25-sep-2001 ��Steel Beam Design Page 1 (c)1983-2001 ENERCALC Engineering Software Description L-1 General information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X19 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 11.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 11.00 ft Distributed Loads #1 #2 #3 #4 #5 #6, #7 DL k/ft LL 1.020 k/ft ST k/ft t� Start Location ft End Location 11.000 ft Summary Beam OK Static Load Case Governs Stress Using:W12X19 section,Span=11.00ft, Fy=_36.Oksi End Fixity= Pinned-Pinned,Lu=11.00ft,LDF=_1.000 Actual Allowable Moment 15.714 k-ft 18.613 k-ft Max.Deflection -0.091 in fb:Bending Stress 8.819 ksi 10.480 ksi Length/DL Defl 79,847.5 :1 fb/Fb 0.842 :1 Length/(DL+LL Defl) 1,454.1 :1 Shear 5.714 k 41.149 k N:Shear Stres: 2.000 ksi 14.400 ksi fv/Fv 0.139 :1 F., Force&Stress Summary - <<_These columns are Dead+Live Load placed as noted->> - DL LL LL+ST LL LL+ST Maximum Only (a)Center ()Center Cants Cants Max.M+ 15.71 k-ft - 0.29 15.71 k-ft Max.M- k-ft Max,M @ Left k-ft Max.M @ Right k-ft Shear @ Left 5.71 k 0.10 5.71 k Shear @ Right 5.71 k 0.10 5.71 k Center Defl. -0.091 in -0.002 -0.091 -0.091 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.0.00 0.000 0.000 0.000 0.000 in Reaction @ Left 5.71 0.10 5.71 5.71 k Reaction @ Rt 5.71 - 0.10 5.71 5.71 k Fa cale'd per 1.5 2,K*L/r>Cc J I Beam,Major Axis,L/rT>(510,000*Cb/Fy)^.5,Fb per 1.5-6b I Beam,Major Axis,Fb using 1.5-7 Governs,Fb=12,000 Cb Af/(i*d) Section'Properties W12X19 - Depth 12.160 in Weight 18.92#/ft r-xx 4.831 in Width 4.005in I-xx 130.00 in4 r-yy 0.822 in Web Thick 0.235 in I-yy 3.76 in4 Rt 1.000 in Flange Thickness 0..350 in S-xx 21.382 in3 Area 5.57 in2 S-yy 1.878 in3 l G Richard E.Jones Associates Title: Job# -1 339.Aviation Road Dsgnr: Date: 2:08PM, 10 SEP 02 _ Queensbury, NY 12804 Description Phone: (518)7934015 Scope; Fax: (518)793-2223 Rev., 550100 User.KW0602072,Ver 5.5.0,25-Sep-2001 Page 2 �I (c)1983-2001 ENERCALC Engineering Software S.tees Beam Design Description L-9 ' Sketch &Diagram Q i4— 0 330 440 550 8.60 Y.76'�--69o .90 1.44• �II��������i''i��((�{� }� )� i TT 11 I I r j'7 r� i E , i ilili M FIN tt�ttflftt r 15T+ t i1t Y. 1.02k/R � - ... Hill ! i �'I I _ �—- }—� - Shear Load(k) __ Location Non Member_ft,_. 9 -- 11ft- iS.71 "S'.1d_...____.20 ,30"._.;;...:.._ .� It„i:;. -.0- f7 YO �90 �9d 11,00 r.n Mmax=15.7k-0 ' 14.14 , { Dmax-•0.091infisuo 12.57 �� Iull TZ - r M a Rmax=5.714k - Rmax=5.714k 9 49-Ij Vmax@ left=5.714k Van. it 5714k it 8.29 1. i i. 1' . II Ili'+tI.II 4.71 { ,(�t {!,+ �, I il�� LI 11 i� $14 J i,a3,I! %11 i��l�,i , I+� III+ I it q++II114��+ l d�- w�1�1+ (f�+++I�'ii�I�1r i I� I � I•F,�1,,� li fill �.+=��0i>I,l''n':if3 i) I +i�a 11:.1.�I ° C - !"iiil�r��1 I I"I�I.�.i4:.�Ill - Ben Moment{k-ft) Location Along Member(0) J«. u dal L. i. ICItL I- M.in ..s •---- - k -0.025 I {� 4 'llf'r•,�„„.-.m r-'1' � I I ..,^ y. ffifi - 0.04j,l{p1, t!lIn I t,s11 ,11 �I'i t3 'I G, I Local'y'Deflection On) Location Along Member(fl) I I I I - i i { j L t I � I • L� Richard E.Jones Associates Title: Job# 339 Aviation Road Dsgnr: Date: 2:56PM, 10 SEP 02 Queensbury,NY 12804 Description Phone: (518)793-1015 Scope Fax: (518)793-2223 �Desc�rlption�L�-2 s.a.o,z5-sep-2ooC Engineering So L-2 General information Calculations are designed to AiSC 9th Edition ASD and 1997 UBC Requirements Y Steel Section : LL7X4X3/8 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 8.50 ft . Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 ft Lu:Unbraced Length 8.50 ft Distributed Loads #1 #2 #3 #4 #5 #6 #7 DL k/ft LL 1.279 k/ft ST k/ft Start Location ft End Location 8.500 ft Summary Beam OK Static Load Case Governs Stress Using:LL7X4X318 section,Span=8.50ft, Fy=36.Oksi End Fixity= Pinned-Pinned,Lu=8.50ft,LDF=1.000 Actual Allowable Moment 11.795 k-ft 13.430 k-ft Max.Deflection -0.129 in fb:Bending Stress 13.7 ksi 18A54 ksi Length/DL Defl 38,236.5 : 1 -- fb i Fb o.759 59 :1 Length/(DL+LL Defl) .792.5 :1 _ Shear 5.551 k 37.800 k fv:Shear Stres; 2.115 ksi 14.400 ksi fv I Fv 0.147 :1 Force &Stress Summary {--These columns are Dead+Live Load placed as noted--» DL LL LL+ST LL ' LL+ST . Maximum Oniy (a)Center Ca)Center Cants Cants Max.M+ 11.80 k-ft 0.24 11.80 k-ft Max.M- k-ft Max.M @ Left k-ft Max.M @ Right k-ft Shear @ Leff 5.55 li 0.12 5.55 k Shear @ Right 5.55 k 0.12 5.55 k Center Defl. -0.129 in -0.003 -0.129 -0.129 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Deli 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 5.55 0.12 5.55 5.55 k Reaction @ Rt 5.55 0.12 5.55 5.55 k Section Properties LL7X4X3/8 Depth 7.000 in Weight 27.07#/ft r-xx 2.271 in Width 8.000in I-xx 41.10 in4 r-yy 1.430 in Thickness 0.375 in I-yy 16.30 In4 Angle Spacing 0.000 in' S-xx 8.877 ln3 Area 7.97 in2 S-yy 10.275 in3 ,_J Richard E.Jones Associates Title: Job# 339 Aviation Road . Dsgnr: Date: 2:56PM, 10 SEP 02 Queensbury, NY 12804 Description Phone: (518)793-1015 Scope: Fax: (518)793-2223 - Rev: 550100 User:KW-0602072,Ver 5.5.0,25-Sep-2007 Steel Beam Design Page 2 (c)1983-2001 ENERCALC Engineering Software Description L-2 Sketch &Diagram � 0,85— .76- A. ��.40 -5.10 5.95-_.6.80 f 1•Y�kt'fl � t 7 t f T t i t T T ���T/1 t ii t� f{t T t 1.279kf% l i :: _._._._.�.._..-._._...... (-__..._-.._.__......._..._.=...._..............i. 43 '__j Shear Load(k) Location Atong Member(ft) B.Sfl .8 1 1.80 ��..:......: - Mmax-11.8k-% Dmax=-o.1291n =a":' Ij 8.28 ::. u:i: ,--- Rmax=5.551k Rmax=5.551k FOB Vmax @ left=5.551k Vmax @ rt=5.551 k�.7 -4"""' f ju gP , w , t, 8en�.3 ill:Ala:f . �� ,. i.,i�I)��1_.::I�'1i;... Moment(k-ft}_ Locaton Along Member(%) i' ivi { a.50 70.03 �_.� ._.- .� ii 1 t r '!t r• Ill Y7' J!Yal •0.05 Eo.os - i Loral Y Deflection On) LOoalion Along Member(ft) 1 + , t i I r I I I Richard E.Jones Associates Title: Job# 339 Aviation Road ' Dsgnr: Date: 2:58PM, 10 SEP 02 Queensbury, NY 12804. Description Phone: (518)793-1015 Scope: Fax: (518)793-2223 Rev: 550100 User:Kly-0602072,Ver5.5.0,25-Sep-2001 Sfeei Beam Design Page 1 (c)1983-2001 ENERCALC Engineering Software Description L-3 General information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : LL7X4X3/8 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 7.66 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together j Right Cant 0.00 ft Lu:Unbraced Length 7.66 It Distributed Loads DL klft LL 1.020 k/ft ST k/ft { ( Start Location it End Location 7.660 ft Summary Beam"OK Static Load Case Governs Stress L Using:LL7X4X3/8 section,Span=7.66ft, Fy=36.Oksi End Fixity= Pinned-Pinned,Lu=7.66ft,LDF=1.000 Actual Allowable Moment 7.680 k-ft 13.430 k-ft Max.Deflection -0.068 in fb:Bending Stress 8.969 ksi 18.154 ksi fb/Fb 0.494 :1 Length/DL Dell52;245.4 :1 Shear 4.010 k 37.$00 k Length/(DL+LL Defl) 1,350.8.:1 �f N:Shear Stres: 1.528 ksi 14.400 ksi fv/Fv 0.106 :1 Force&Stress Summary E <<--These columns are Dead+Live Load placed as noted-» DL. LL LL+ST LL LL+ST Maximum Only tad Center a{)Center Cants 01 Cants Max.M+ 7.68 k-ft 0.20. 7.68 k-ft Max.M- k-it Max.M @ Left k-ft Max.M @ Right k-ft Shear @ Left• 4.01 k 0.10 4.01 k I Shear @ Right 4.01 k 0.10 4.01 k Center Dell. -0.068 in -0.002 -0.068 -0.068 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0,000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in t_ Reaction @ Left 4.01 0.10 4.01 4.01 k Reaction @ Rt 4.01 0.10 4.01 4.01 k Section Properties LL7X4X318 Depth 7,000 in Weight 27.07#/ft r-xx 2.271 in _ Width 8.000in, I-xx 41.10 in4 r-yy 1,430 in Thickness 0.375In I-yy 16.30 in4 Angie Spacing' 0.000 in S-xx 8.877 in3 Area 7.97 in2 S-yy 10.275 in3 1 i i Richard E.Jones'Associates Title: Job# 339'Aviation Road Dsgnr: Date: 2:58PM, 10 SEP 02 Queensbury, NY 12804 Description Phone: (518)793-1015 Scope Fax: (518)793-2223 . �Descr�iption�L-3 ,5.p.0 Engi L-3 i Sketch &Diagram _. .77' ,53 1.2.30"'-'G#.06-'—'..8a' 80. 38.'. 13 i6 89 t.ozkrft atss ?239 ( •.._ ail:j �: ' Shear Load(k) Location Along Member(ft) 7.68ft 7.88 �Y'7..�S 53 34 7,68 Mmax=7.7kft Dmax=-0.088in 9.38 _._.... __ s Rmax=4.010k Rmax=4.010k Vmax rt=4.010kVmax left 3.844.010k _._.....a1 11 is U!i ( isl3 3l jl I{{�ii.L s I l i jI� 1 ..i..:..I:h Ben Moment(k-fl). Locat3an Alan4 Member(fl) ' ';.:n..�s .,.,., yip i ,.. ! u .� : .i ._ .66 tSF"" «.a.,: !is r 3 I g]q 3s1 i I as r A.03 s�s�s�i 7aj€ Is lip il�u I€II I[kI j� s 'stk y, III E;`sas ... s0.05 I _ Local--- ehecton pn): Location Along Member(8) t i ' i Richard E.Jones Associates, Title: Job# 339 Aviation Road Dsgnr: Date: 3:04PM, 10 SEP 02 _ Queensbury, IVY 12804 Description Phone: (518)793-1015 Scope: Fax: (518)793-2223 Rev: 550100 User:KW-0602072,Ver5.5.0,25-Sep-2001 General Timber Beam Page 1 (c}1963-2001 ENERCALC Engineering Software i Description L-4 � . General Information Calculations are designed to 1997 NDS and 1997UBC Requirements Section Name 2-2x12 Center Span 7.33 ft .. ...Lu 0.00 ft Beam Width 3.000 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft jMember Type Sawn j Fb Base Allow 1,200.0 psi Load Dur. Factor 1.250 Fv Allow 165.0 psi A Beam End Fixity Pin-Pin Fc Allow 625.0 psi a E 1,800.0 ksi Full Length Uniform Loads - Center DL 595.00#/ft LL #/ft J� Left Cantilever DL #/ft LL #/ft Right Cantilever DL #lit LL #/ft Summary Beam Design OK Span=7.33ft;Beam Width=3.000in x Depth=11.251n,Ends are Pin-Pin Max Stress Ratio 0.459 : 1 Maximum Moment 4.0 k-ft Maximum Shear* 1.5 2.5 k Allowable 8.7 k-ft Allowable 7.0 k Max.Positive Moment 4.00 k-ft at 3.665 ft Shear: @ Left 2.18 k Max.Negative Moment 0.00 k-ft - at 0.000 ft @ Right 2.18 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.090 in Max.M allow 8.70 Reactions... @ Right 0.000 in fb 757.78 psi fv 12.88 psi Left DL 2.18 k Max 2.18 k Fb 1,650.00 psi Fv 206.25 psi Right DL 2.18 k Max " 2.18 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.060 in -0,060 in Deflection 0.000 in 0.000 in ...Location 3.665 ft 3.665 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,458.3 1,458.31 Right Cantilever... Camber(using 1.5*D.L.Defl)... Deflection 0.000 in 0.000 in @ Center 0.090 in ...Length/Deli 0.0 0.0 -J @ Left 0.000 in @ Right 0.000 in Stress Calcs - Bending Analysis Ck 28.094 Le 0.000 ft Sxx 63.281 in3 Area 33.750 in2 Cf 1.100 Rb 0.000 Cl 1.471 Max Moment Sxx Rea'd Allowable fb @ Center 4.00 k-ft 29.06 in3 1,650.00 psi @ Left Support 0.00 k-ft 0.00 in3 1,650.00 psi @ Right Support 0,00 k-ft 0.00 In3 1,650.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.46 k 2.46 k Area Required 11.926 in2 11.926 in2 Fv:Allowable 206.25 psi 206.25 psi Bearing @ Supports Max.Left Reaction 2.18 k Bearing Length Req'd 1.163 in Max.Right Reaction 2.18 k Bearing Length Req'd 1.163 in jRichard E.Jones,Associates Title: Job# —1 339 Aviation Road Dsgnr: Date: 3:04PM, 10 SEP 02 Queensbury, NY i2804 Description Phone: (518)793-1015 Scope: Fax: (518)793-2223 . Rev: 550100 User:KW-0602072,Ver5.5.0,2"ep-2001 General Timber Beam Page 2 (c)1983-2001 ENERCALC Engineering Software Description L-4 Query Values -' M,V,&D @ Specified Locations Moment Shear Deflection @ Center Span Location= 0.00 ft 0.00 k-ft 2.18 k 0.0000 in @ Right Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in } @ Left Cant.Location= 0.00 ft '0.00 k-ft 0.00 k 0.0000 in Sketch &Diagram 0.73 AA7 ,20� i i(H�t t i t t tt t t t i t t t t t t r t 59sam _}....._..............:......_--- I •i i'il"ifll�l�iti (.3D _ p'it 4.0k-ft �1 i 3 '�------___'_ '- I' Dmax=-0.060in —___._..__... - ....__.. .._..__.._(,. Shear Load(k) Location Along Member(0) ._......_..__.........__._»»..__ ..._.•.. .BB 33 4 4.00 .73 }jt,�'Y.,_........20_.........,�.•�8�11'.i'��.( ...�.i ne�:�,;..qb....» a�,..i$:_._.....• .,........-..p...��......._..,.,7. i Rmax=2.2kRmeX=2.2k Vmax'd1 left=2.2k tt Vmax$ = . 30 ... 2.80 2.40 200_`t" .`� I,(tlIi� i :eb 111 i a j !Ili {�(!) _.� L_. ��il{il i)ii I Nit �i��t�I t�!I�ti 3 tBen Moment(k-n}, Location Along Member(8). Pit #• I 'ni,Ii 3�� �m�''!;.� it, t - .. Ls - Local Deflection$n) Location Along Member(ft) � I ' . E I � • u I Richard E.Jones Associates Title: Job# - 339 Aviation Road Dsgnr: Date: 3:08PM, 10 SEP 02 Queensbury, NY 12804 Description i Phone: (518)793-1015 Sco e: Fax: (518)793-2223 p Rev: 550100 User:Kw-0602072,Ver5.5.0,25-sep-2001 General Timber Beam Page 1 (c)1983-2001 ENERCALC Engineering Software r Description L-5 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x12 Center Span 6.33 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft l' Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft J Member Type Sawn Fb Base Allow 2,400.0 psi Load Dur.Factor 1.250 Fv Allow 165.0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi ' E 1,800.0 ksi � I Full Length Uniform Loads ' I Center DL 170.00#/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #1ft LL #/ft Sur►'rmary, Beam Design OK J Span=6.33ft,Beam Width=1.500in x Depth=11.25in,Ends are Pin-Pin Max Stress Ratio 0.163 : 1 Maximum Moment 0.9 k-ft Maximum Shear*1.5 0.6 k _ Allowable 8.7 k-ft Allowable 3.5 k Max.Positive Moment 0.85 k-ft at 3.165 ft Shear: @ Left 0.54 k Max.Negative Moment 0.00 k-ft at 6.330 ft @ Right 0.54 k ! Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in _ Max @ Right Support 0.00 k-ft @Center 0.029 in Max.M allow 8.70 Reactions... @ Right 0.000 in fb 322.93 psi fv 33.67 psi Left DL 0.54 k Max 0.54 k, Fb 3,300.00 psi Fv 206.25 psi Right DL 0.54 k Max 0.54 k, Deflections jCenter Span... Dead Load Total Load Left Cantilever... Dead Load Total Load wj Deflection -0.019 in -0,019 in Deflection 0.000 in 0.000 in ...Location 3.165 ft 3.165 ft, ...Length/Deft 0.0 0.0 ...Length/Deft 3,962.7 3,962.69 Right Cantilever... Camber(using 1.5*D.L.Defl)... Deflection , 0.000 in 0.000 in i I , @ Center 0.029 in ...Length/Defl 0.0 0.0 t @ Left 0.000 in @ Right 0.000 in Stress Caics Bending Analysis Ck 19.865 Le 0.000 ft- ,' Sxx 31.641 in3 Area 16.875 in2- Cf 1.100 Rb 0.000 Cl 1.471 { I Max Moment Sxx Read Allowable fb _ @ Center 0.85 k-ft 3.10 in3 3,300.00 psi @ Left Support 0.00 k-ft 0.60 in3 3,300.00 psi I @'Right Support 0.00 k-ft 0.00 1n3 3,800.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.57 k 0.57 k Area Required 2.755 in2 2.755 in2 Fv:Allowable 206.25 psi 206.25 psi Bearing @ Supports Max.Left Reaction 0.54 k Bearing Length Req'd 0.574 in Max.Right Reaction 0.54 k Bearing Length Req'd 0,574 in Richard E.Jones Associates Title: Job# 339 Aviation Road Dsgnr: Date: 3:08PM, 10 SEP 02 Queensbury, NY 12804 Description Phone: (518)793-1015 Scope Fax: (518)793-2223 Rev: 550100 p User.KW-0602072,Ver'S.5.0,25Sep 2001 General Timber Beam Page 2 (c)1983-2001 ENERCALC Engineering Software Description L-5 Query Values M,V,&D @ Specified Locations Moment Shear Deflection . @ Center Span Location= 0.00 It 0.00 k-ft 0.54 k 0.0000 in @ Right Cant.Location= 0.00 It 0.00 k-ft '0.00 k 0.0000 in i @ Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Sketch & Diagram - 0$3 Z 27 90 2.53 3 fl 80-�'�d 43 OBi�TO 6.33 i7�rrj��1 i i�i t 1! t t r t t t t i iT�f t i i 1�t t i iT��i i i 170a/R — ,o.3z 1 11 11 O.Ok-g I' Dmax=-O.Otgln .____�.....L...,..�._...__:. -•_..t_..._. _.e__ ...__..F:: .. _ , i.. i' -- Shear toad(k) _ Location Along Mom or(ft) ..... 4.43 i Rmax=o.5k Rmax=0.5kiil;:iR;;I;:F_: Vmax @left-O.Sk Vmax it-0.5k u..�!: , ,t 4 0.806.43 E11- 0.34 R7 't� mo aeaTlillllIC I7 it Ili aril ljii;i k{!! a' 'd;(ErE i Ben Moment(k-ft) Location Atong Member(ft) 0.0 171 1 S q.btIII' 404«u .I t 10.01 io:o2.._........_.. .. a Ilii _..._.._ _.. MINN!i PIS, . � Local'y'Deflection{in) Location Atong Member(ft) t i I I I t j Richard E.Jones Associates Title: Job# - 339 Aviation Road Dsgnr: Date: 3:10PM, 10 SEP 02 Queensbury, NY 12804 Description Phone: (518)793-1015 Scope: Fax: (518)793-2223 Rev: 550100 User:KW-0602o72.Ver5.5.Q25Sep2o01 \3ene�a�Timb�erBe�am Page 1 (cj1983.2001 ENERCALC Engineer ng Saftwere Description L-7 General information Calculations are designed to 1997 NOS and 1997 UBC Requirements " Section Name 2x12 Center Span 9.16 ft . ....Lu 0.00'ft Beam Width 1.500 in Left Cantilever ft ... . .Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Fb Base Allow 1,200.0 psi Load Dur. Factor 1.250 Fv Allow 165.0 psi _ Beam End Fixity Pin-Pin Fc Allow 625.0 psi I E 1,800.0 ksi Fuli Length Uniform Loads ' - Center DL 136.00#Ift LL #/ft Left Cantilever DL #Ift LL #/ft Right Cantilever DL #/it LL #/ft Summary Beam Design OK Span=9.16ft,Beam Width=1.500in x Depth=11.25in,Ends are Pin-Pin Max Stress Ratio 0.328 : 1 Maximum Moment 1.4 k-ft Maximum Shear* 1.5 0.7 k Allowable 4.4 k-ft Allowable 3.5 k Max.Positive Moment 1.43 k-ft at 4.580 ft Shear: @ Left 0.62 k Max.Negative Moment 0.00 k-ft at 0.000 ft @_Right 0.62 k f Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.101 in Max.M allow 4.35 Reactions... @Right 0.000 in fb 540.97 psi fv 44.29 psi Left bL 0.62 k Max 0.62 k Fb 1,650.00 psi Fv 206.25 psi Right DL 0.62 k Max 0.62 k Deflections Center Span... Dead Load Total Load Left Cantilever:.. Dead Load Total Load Deflection -0.067 in -0.067 in Deflection 0.000 in 0.000 in ...Location 4,580 ft 4.580 ft ...Length/Deft -0.0 0.0 ...Length/Deft 1,634.6 1,634.65 Right Cantilever... Camber(Using 1.5*D.L.Defl)... Deflection 0.000 in 0.000 in j @ Center 0.101 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs --' Bending Analysis Ck . 28.094 Le 0.000 ft Sxx 31.641 in3 Area 16.875 in2 Cf 1.100 Rb 0.000 Cl 1.471 Max Moment Sxx Read Allowable fb @ Center 1.43 k-ft 10.37 in3 1,650.00 psi @ Left Support 0.00 k-ft 0.00 in3 1,650.00 psi @ Right Support 0.00 k-ft 0.00 in3 1,650:00 psi. Shear Analysis @ Left Support f pp @Right Support Design Shear 0.75 k 0.76 k Area Required 3.624 in2 3.624 in2 Fv:Allowable 206.25 psi 206.25 psi Bearing @ Supports 1_ Max.Left Reaction 0.62 k Bearing Length Req'd 0.664 in Max.Right Reaction 0.62 k Bearing Length Req'd 0.664 in Richard E.Jbnes'Associates Title: Job# Dsgnr: Date: 3:10PM, 10 SEP 02 339 Aviation Road Description Queensbury, NY 12804 Phone: (518)793-1015 Scope: �i Fax: (518)793.2223* .. �Des 0100 N-0602072,Ver5.5.0,25-sep2001 �, Ge�nera��Timb�erBe�am Page 2 _ 2001 ENERCALC Engineengftwarecription I_-7 Query Values M,V,&D @ Specified Locations Moment Shear Deflection . @ Center Span Location= 0.00 ft 0.00 k-ft 0.62 k 0.0000 in @ Right Cant.Location= 0.00 It 0.00 k-ft 0:00 k 0.0000 in @ Left Cant.Location= 0.00-it 0.00 k-ft 0.00 k .0.0000 in Sketch & Diagram 83 2.7b 3.86 1,i i N�t TIT t t�P t i i I i 1 i t t t 136#/ft - - -- ''_._..._._.i.._ _ie I"'_...._..t IWY t tr t i ttt t it-t t ; _ r ' f 6I.W_ 1.4k-ft i0.49 - Dmax=-0.087tn --` Shearl.oad Locat!nAtongMember(0) - I - 1.43-..._0.92. ..._j.:83..___."' r•!IIIV!u6':,Li'i`;l- ..Ei'. ...L .._-.$.47...,..__.53.33.............'{y�..24..�.,...-_9.t6 1111 Rmax-0.Bk Rmax 08k ? �! Ir Vmax(&1e0=0.8k - _ Vmax�rt b.0k 1.14 1.00 0.88 iiiiiT .....:.:.. ���� .,;..!.lir!:::ie! I!i .. ' �''.�'.'�.'�:��'�.'�''�..''m I 0.43 IT I,!il.�� i!i r;i!! II(il'!!Uli!=1!;ii!:.''� '„`!E`,.i'rl'.?"; !!!'iE9d!"!:! .:,....�..f.f 33. Hip i sl,i .I �t:ur'r!li �:::.. �. �.( t�� v, 3 ilH i ii§::7 ri !I.,;:�:I:J_!,:-:--.!::::4:. ';�a:r;. V. l_.:C: i.:�l:::!!:5!!:.:;::�!:�Er .,!�i.::::.Ji+ri:!�:!! Ben Momesd{k ft)_ Location Along Member(0) LJI 001 0 o2 ! -, 003 {{{ __.. %0.04� .._ mCIJ!I.I�W I illlil l:a !f:F Iiir ! i II I a it 05 .-__.__...__. L__._ ._. .,,. 10.06 Local'y'Deflection(n) Location Along Member(R) A I 1 _ Richard E.Jones Associates Title: .lob# 339 Aviation Road Dsgnr: Date: 3:14PM, 10 SEP 02 Queensbury, NY 128t}4 Description Phone: (518)793-1015' Scope: I Fax: (518)793-2223 Rev: 550100 User.KW-0602072,Ver5.5.0,25-Sep-2001 General Timber Beam Page 1 {cj1983-2001 ENERCALC Engineering Software I Description L-8 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2-2x12 Center Span 7.00 it .....Lu 0.00 ft Beam Width 3.000 in Left Cantilever it .....Lu 0.00 ft Beam Depth- 11.250 in Right Cantilever it .....Lu 0.00 ft 1 Member Type Sawn Fb Base Allow 1,200.0 psi Load Dur.Factor 1.250 Fv Allow 165.0 psi Beam End Fixity Pin-Pin Fe Allow, 625.0 psi I E 1,800.0 ksi J Ful! Length Uniform Loads - Center DL 595.00#11t LL #/ft Left Cantilever DL #/ft LL #/it Right Cantilever DL #/it LL #/it Summary Beam Design OK Span=7.00ft,Beam Width=3.00Oin x Depth=11.25in,Ends are Pin-Pin - Max Stress Ratio 0.419 : 1 Maximum Moment 3.6 k-ft Maximum Shear* 1.5 2.3 k _- Allowable 8.7 k-ft Allowable 7.0 k Max.Positive Moment 3.64 k-ft at 3.500 ft Shear: @ Left 2.08 k Max.Negative Moment 0.00 k-ft at 0.000 it @ Right 2.08 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0.075 in Max.M allow 8.70 Reactions... @ Right 0.000 in fb 691.08 psi fv 68.12 psi Left DL 2.08 k Max 2.08 k Fb 1,650.00 psi Fv 206.25 psi Right DL 2.08 k Max 2.08 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.050 in -0.050 in Deflection 0.000 in 0.000 in.. ...Location 3.500 it 3.500 it ...LengthlDefl 0.0 0.0 ...Length/Defi 1,674.4 1,674.44 Right Cantilever.... Camber(using 1.5*D.L.Defl)... Deflection 0.000 in 0.000 in , @ Center 0.075 in ...Length/.Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs . Bending Analysis Ck 28.094 Le 0.000 ft Sxx 63.281 in3 Area 33.750 in2 Cf 1.100 Rb 0.000 CI 1.471 I Max Moment Sxx Reo'd Allowable fb @ Center 3.64 k-ft 26.50 in3 1,650.00 psi @ Left Support 0.00 krft 0.00 in3 1,650.00 psi @ Right Support .6.00 k-ft' OtOO in3 1,650.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.30 k 2.30 k Area Required 11.147 in2 11.147 in2 -, Fv:Allowable 206.25 psi 206.25 psi Bearing @ Supports Max.Left Reaction 2.08 k Bearing Length Req'd 1.111 in Max.Right Reaction 2.08 k Bearing Length Req'd 1.111 in 1�! j Richard E.Jones Associates Title:' Job# y" 339 Aviation Road ' Dsgnr: Date: 3:14PM, 10 SEP 02 Queensbur ,NY 12804 Description Phone: (518)793-1015 Scope: Fax: (518)793-2223 . Rev: 5501D0 • Usee KW-06pZ072,Ver 5.5.D.2s see zoD1 Page 2 Rev, 3-2001 ENERCA<CEngineeringSoftwate General Timber Beam Description I_-8 7 Query Values M,V,&D @ Specified Locations Moment Shear Deflection @ Center Span Location= 0:00 ft 0.00 k-ft 2.08 k 0.0000 in @ Right Cant.Location= 0.00 ft 0.00 k-ft' 0.00 k 0.0000 in @ Left Cant.Location= 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Sketch &Diagram 00 591 I'14I tt t 1 t t 1 t 1'Yt t 4 f t t t 1 4 {'t ,}}f 505#Ifl _ - i --^ .... ------___..__.�.........._ I .._.......__...._.._.._.�__.._..__.. I 124 Sheer Load _-.- — -locationAlon Member 0 nax=3.BkR rLoa_..__. 1.__ _ w._ ..., mom",gMember(0)� 5.�0_..-. .--� - Dmax=A.0501n �� - 3.84 0.70'- f�40 10 i �0 ! u 12 r 307.00 Rmax=2.1k Rmax=2.1k 3.28' '-"._ i _ Vmax left=2.1k Vmax rt=2.tk ' ' - (SJ - C� 2.92 3 :.:!::k:;. 'ii:::::- :.:.:::: 2.55 T. _...... — -- -- - - ;1:4 r-:ara;.:�-EI€illii=iiil_- .___—• 82 - .......... �� I,1 08 [ !'CIS i�I�!} 73!��i;�K(I!IIFI�1� I THI:� Hi., _I i Ben Moment(k fl) Location Along Member(a) 00 zi I 1 ii €I t r... • '0.02 1 ,_:_....'" 10. ..,"+ 1 III II,I I a,h y,I 3 j rI�Li Jwu<' i I,T � Ii;I IiiiiNNNI 0.05 ....... —-- f-- '--- -- Local Y Deflection{io) Locaflon Along Member(fl) I l.- I i 1 ! L I J Richard E.Jones Associates Title: Job# _ 339 Aviation Road Dsgnr: Date: 11:58AM, 1 NOV 02 Queensbury, NY 12804 Description Phone: (518)793-1015 Scope Fax: (518)793-2223 -� Rev: 560100 User:KVV-0602072.Ver 5.6.1,2s-oci-2oo2 Steel Beam Desi tl Page 1 (c)198 60102 ENERGALC Engineering Software g Description I-intel above drive-in window Gerteral Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : LL7X4X3/8X3/4 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00' Center Span 8.00 ft Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 It LL&ST Act Together JI Right Cant 0.00 ft Lu,:Unbraced Length 8.00 it r Distributed Loads f #1 #2 #3 #4 #5 #6 #7 - DL 1.230 k/ft LL k/ft ` ST k/ft 1 Start Location It End Location ft Summary Beam OK 1 Static Load Case Governs Stress Using:LL7X4X3/8X3/4 section,Span=8.00ft, Fy=36,Oksi End Fixity= Pinned-Pinned,Lu=8.00ft,LDF=1.000 Actual Allowable Moment 10.057 k-ft 13.430 k-ft Max.Deflection -0.097 in fb:Bending-Stress 13.595 ksi 18.154 ksi Length/DL Deft 987.7 :-1 __j fb/Fb 0.749 :1 Lengthl(DL+LL Defl) . 987.7 1 Shear . 5.028 k 37.800 k fv:Shear Stres: 1.916 ksi 14.400 ksi 1 ! fv I Fv 0.133 :1 Force &Stress Summary <<-These columns are Dead+Live Load placed as noted->> DL LL LL+ST LL LL+ST iC Maximum Only Center. Center Cants Cants _ Max.M+ 10.06 k-ft 10.06 k-ft Max.M- k-ft Max.M @ Left k-ft - Max.M @ Right k-ft Shear @ Left. 5.03 k 5.03 k Shear @ Right 5.03 k 5.03 k f Center Defl. -0,097 in -0.097 0.000 -0.097 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 5.03 5.03 5.03 k Reaction @ Rt 5.03 5.03 5.03 k l - Section Properties LL7X4X3/8X3/4 Depth 7.000 in Weight 27.07#/ft r-xx 2.271 in Width .8.750in I-xx 41.10 in4 r-yy 1.680 in -i Thickness 0.375 in I-yy 22.49 in4 Angle Spacing" 2.000 in S-xx 8.877 in3 !�r Area 7.97 in2 S-yy 9.394 in3 Richard E.Jones'Associates Title: Job# 339 Aviation Road Dsgnr: Date: 11:58AM, 1 NOV 02 Description: Queensbury,NY 12804 Phone:(518)793.1015 Scope Fax: (518)793-2223 _ �Descr�lpbon�L�Jnbove 6.1,25-oa-zoozEngineering Soflwara Lintel above drive-in window Sketch&Diagram - � 1.2 P Tft t1I'CT t11 I AIT,17 1 123k/n { � g Rondinn Mnmantc Location rft) oft - Mmax-10.1k-ft - ' •Dmax=-0.007In y Rmax=5.023k Rmax=5.028k ws Vmax @ left=5.023k Vmax rt=5.0. UJ Location rltt C l4 1 I � � Location rft) I f � E - i I 1 i � i I t I Richard E.Jones Associates Title: Job# 339 Aviation Road Dsgnr: Date: 1:OOPM, 7 NOV 02 Queensbury, NY 12804 Description Phone: (518)793-1015 Scope: Fax: (518)793-2223 Rev: 560100 User:KVV-0602072,Ver5.6.1,25-Qct-2402 Timber Beam & Joist Page 1 (c)1983-2002 ENERCALC Engineering Software Description Timber Member.Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Section MicroLam: Beam Width in 5.250 Beam Depth in 14.000 Le:Unbraced Length ft 16.00 Timber Grade Fb-Basic Allow psi 2,000.0 - Fv-Basic Allow psi 95.0 " Elastic Modulus ksi 1,600.0 Load Duration Factor 1.000 Member Type Manuf/Pine - Repetitive Status No Center Span Data Span ft 16.00 1 Dead Load #/ft Live Load #/ft 598.00 L Results Ratio= 0.8797 - Mmax @ Center in-k 229.63 @ X= ft 8.00 fb:Actual psi 1,339.0 Fb:Allowable psi 1,945.7 Sending OK + fv:Actual f � psi 83.6 ?_ Fv:Allowable psi 95.0 Shear OK - Reactions d @ Left End DL lbs 0.00 . LL lbs 4,784.00 Max.DL+LL lbs 4,784.00 { @ Right End DL lbs 0.00 LL lbs 4,784.00 Max,DL+LL lbs 4,784.00 Deflections Ratio OK Center DL Defl in 0.000 —` L/Defl Ratio 0.0 ,Center LL Dell in -0.459 L/Defl Ratio 418.2 1 Center Total Defl in -0.459 Location ft 8.000 L/Defl Ratio 418.2 j Notes __i Calculations are designed to 1997 NDS and 1997 UBC Guidelines. Section databases have been updated as of 2-Apr-1999 Allowable stress databases have been updated.to 1997 NDS&1997 UBS values on 2-Apr-1999 -To determine Cf values for sawn sections,the program looks for the identifying words in the"Stress"entry. "Select","No.1","Standard"and similar typical words are used to determine Cf category "Unbraced length"is multiplied by the following values to calculate"Le" When beam depth<=7", Le=2.06*Lu f When 7"<beam depth<=14.3", Le=1.62*Lu+3d YI When beam depth>14.3",•Le=1.84*Lu Richard E.Jones Associates Title: Job# i_ 339 Aviation Road Dsgnr: Date: 12:35PM, 7 NOV 02 Queensbury,NY 12804 Description; Phone:(518)793-1015 Scope: Fax: (518)793-2223 Rev: 560100 User.KW-0602072.Ver 5.6.1,25-Oct-2002 Steel Beam Design Page 1 (c)1963-2002 ENERCALC Engineering Software Description BM OVER BANK'S MAIN ENTRANCE General information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : W12X19 Fy 36.00ksi Pinned-Pinned Load Duration Factor 1.00 Center Span 12.00 It Bm Wt.Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL&ST Act Together Right Cant 0.00 It Lu:Unbraced Length 12.00 It Summa ry Beam re Static Load Case Governs Stress Using:W12X19 section,Span=12.00ft, Fy=36.Oksi End Fixity= Pinned-Pinned,Lu=12.00ft,LDF=1.000 Actual Allowable -Moment 0.341 k-ft 17.116 k-ft Max.Deflection -0.002 in L j, fb:Bending Stress 0.191 ksi 9.606 ksi Length/DL Dell 61,502.9 :1 fb/Fb 0.020':1 Length/(DL+LL Dell) 61,502.9 :1 1 Shear' 0.114 k 41.149 k fv:Shear Stres; 0.040 ksi 14.400 ksi fv/Fv 0.003 :1 Force&Stress Summary j «-These columns are Dead+Live Load placed as noted--» DL LL LL+ST LL LL+ST Maximum Only ()Center 0-Center 0 Cants 0 Cants Max.M+ 0.34 k-ft 0.34 k-ft L` Max.M- k-ft Max.M @ Left k-ft Max.M @ Right k-ft Shear @ Left 0.11 k 0.11 k Shear @ Right 0.11 k 0.11 k Center Dell. -0.002 in .-0.002 0.000 -0.002 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in E Right Cant Defl 0.000 in 0.000 0.000 0:000 0.000 0.000 in ...Query Defl"@ 0.000 ft 0.000 0.000 0,000 0.000 0.000 in Reaction @ Left 0.11 0.11 0.11 k Reaction @ Rt 0.11 0.11 0.11 k Fa caidd per Eq.E2-2,K*Ur>Cc L` I Beam,Major Axis,L/rT>.(510,000*Cb!Fy)".5,Fb per Eq.F1-7 I Beam,Major Axis,Fb per Eq.F1-8,Fb=12,000 Cb Af/(1*d) i Section Properties W12X1.9 Depth 12.160 in Weight 18.92#/ft r-xx 4.831 in Width 4.005ln I-xx 130.00 in4 r-yy 0.822 1n Web Thick 0.235 in I-yy 3.76 in4 Rt 1.000 in Flange Thickness 0.350 in S-xx 21.382 1n3 Area 5.57 in2 -S-yy 1•.878 1n3 I Richard E.Jones Associates Title: Job# 339 Aviation Road Dsgnr: Date: 12:35PM, 7 NOV 02 Queensbury, NY 12804 Description Phone: (518)793-1015 Scope: Fax: (518)793-2223 Rev: 560100 User.KW Osoao72,ver s.s.1,�-o z Steel Beam Qesi tiPage 2Rev, 3-0 ENERVA Engiftware Description BM C}VER BANK'S MAIN ENTRANCE Sketch & Diagram Y 1 r � 1211 v QI Mm Randinn Mnmpntc Location M "— Mmez=0.3k-ft _ Dmax=-0.002in C Rmax=0.114k Rmax=0.114k Vmax @ left=0.114k Vmax 11=0.1 (n Location (ft) o ) Location (It) i i a Richard E.Jones Associates Title: Job# —� 339 Aviation Road Dsgnr: Date: 4:20PM, 21 NOV 02 - Queensbury, NY 12804 Description Phone: (518)793-1015 Scope Fax: (518)793-2223 - Rev: 560100 user;xw-0602072,ver5.6.1,25-oct2o02 . Multi-,.S't0 ra$ISCC1it; �OCCG'S Page 1 (c)1983-2002 ENERCALC Engineering Software '-7 Description REJA'S OFFICE General Information Calculations are designed to 1997 UBC Requirements - Seismic Zone w 2a. Building period 0,391 sec UBC 1630.2.3 Simplified Static Force Procedure Hn to Top Level 25.00 it 1 Ground Floor Area 4,900.6 ft2 Ct:Construction Type Factor 0.035 j Occupancy Category' Standard Occupancy Max Element Story Shear R rmax 0.67 Seismic Importance Factor 1= 1.00 p :Reliability Factor=2-20/(r:max*sgrt(Ab)) 1.0000 Determine Na&Nv... l Site Distance From Known Source {=2km Calculated Values:UBC 1630.2.1 Seismic Source Type Seismic Dead Load(Calculated From Story C: Faults Not Capable of Large`Quakes&Low Seismic Activ Table on"Building Forces"Tab W= 194.0 k Seismic Coefficients Na= 1.00 Nv— 1.00 Calculated Base Shear V=Cv I W/(RT)= 24.4 k Soil Profile Type SID "' Seismic Coefficients Ca= 0.22 Gv= 0.32 Min.Base Shear V=0.11 Ca 1 W= 4.7 k Structural System... Zone 4:Min.Base Shear V=0.8 Z Nv I R/W= 3.6 k Building Frame System:2a:Light framed walls Base Shear Max Limit V=2.5 Ca 1 W/R= 16.4 k 2a:Light framed walls with shear panels,Wood structural panel Overstrength&Global Ductility Coefficient R= 6,500 Final Calculated Values Seismic Force Amplification Factor Omega= 2.800 Horiz Seismic Factor Eh/W= 0.085 ! Structure Height Limit 65.0 ft Vertical Seismic Factor Ev/D= 0.110 �! V:Design Base Shear 16.4 k Ft:Top Force 0.000 k Eh*p 16.4 k I Em=Omega*Eh 46.0 k Building Seismic Forces �I Weight Height Wi*HI Ft Fx Lateral Story Shear Story Moment Level Wi Hi Force @ Level Force k ft k-ft k k k k k-ft 1 194.00 23.50 4,559.0 16.415 16.415 Total Base Shear 16.415 k -va Base Overturning Moment 385.762 k-ft Diaphragm Forces Weight Lateral Force Summation.ot Summation of Min Req'd Calculated Max Req'd - Diaphragm Lateral Forces Level Wpx @ this Level Above Level Weights Force @ Level Force @ Level Force @ Level Force:Fpx ' k k k-ft k k k k - k 1 .194.00 16.42 16.42 194.000 21.340 16.415 42.680 21.340 a ._i C ,i i Richard E.Jones Associates Title: Job'# 339 Aviation Road Dsgnr: Date: 4:20PM, 21 NOV 02 _ Queensbury,NY 12804 Description ' Phone: (518)793-1015 Scope Fax: (518)793-2223 ev: 6ato0 R A User:KN1-06p2p72,Ver 5.8.1,25 oct-2ooz M U't��-StoryFOPCeS Page 1 (c)1983-2002 ENERCALC Engineering Software Description REJA'S OFFICE General Information Calculations are designed to 1997 UBC Requirements Seismic Zone 2a Building period 0.391 sec UBC 1630.2.3 Simplified Static Force Procedure Hn to Top Level 25.00 ft Ground Floor Area 4,900.0 ft2 Ct:Construction Type Factor 0.035 Occupancy Category Standard Occupancy I ,' Max Element Story Shear R rmax 0.67 Seismic importance Factor 1= 1.00 p :Reliability Factor=2-20/(r:max*sgrt(Ab)) 1.0000 ,--i Determine Na&Nv.,. Site Distance From Known Source {=2km Calculated Values:UBC 1630.2.1 Seismic Source Type Seismic Dead Load(Calculated From Story C:Faults Not Capable of Large Quakes&Low Seismic Activ Table on"Building Forces"Tab W=- 194.0 k - Seismic Coefficients Na= 1.00 Nv= 1- Calculated Base Shear V=Cv I W I(RT)= 24.4 k I ? Soil Profile Type SD Min.Base Shear V=0,11 Ca 1 W= 4.7 k Seismic Coefficients Ca= 0.22 Cv= 0.32 Structural System... Zone 4:Min.Base Shear V=0.8 Z Nv I R I W=' 3.6 k Building Frame System:2a:Light framed walls Base Shear Max Limit V=2.5 Ca 1 W I R= 16.4 k �f 2a:Light framed walls with shear panels,Wood structural panel Overstrength&Global Ductility Coefficient R= 6,500 Final Calculated Values Seismic Force Amplification Factor Omega= 2.800 Horiz Seismic Factor Eh/W= 0.085 Vertical Seismic Factor Ev/D= ` Structure Height Limit 65.0 ft 0.110 •. �,j V:Design Base Shear 16.4 k Ft:Top Force' 0.000 k Eh*p 16.4 k Em=Omega*Eh 46.0 k t Building Seismic Forces i Weight Height Wi*Hi Ft Fx Lateral Story Shear Story Moment Level Wi Hi Force @ Level Force k ft k-ft k k k k k-ft a 1 194.00 23.50 4,559.0 16.415 16.415 } Total Base Shear 16.415 k Base Overturning Moment 385.762 k-ft i Diaphragm Forces • Weight Lateral Force Summation ot Summation of Min Req'd - Calculated Max Req'd Diaphragm Lateral Forces ' } Level Wpx @ this Level Above Level Weights Force @ Level Force @ Level Force @ Level Force:Fpx _- k k k-ft k k k k k 1 194.00 16.42 -16.42 194.000 21.340 16.415 42.680 21.340 i I Richard E.Jones Associates Title: Job# 339 Aviation Road. Dsgnr: Date: 4:20PM, 21 NOV 02 : Queensbury, NY 12804 Description -- Phone: (518)793-1015 Scope: Fax: (518)793-2223 Rev: 560100 User:Kw-0602072,Ver5.6.1,25-Oct-2002 Multi-Story Seismic Forces Page 1 ' F (cj1963-2002 ENERCALC Engineering Software Description REJA'S OFFICE General Information Calculations are designed to 1997 UBC Requirements L Seismic Zone 2a Building period 0.391 sec UBC 1630.2.3 Simplified Static Force Procedure Hn to Top Level 25.00 ft Ground Floor Area 4,900.0 ft2 Ct:Construction Type Factor 0.035 Occupancy Category Standard Occupancy Max Element Story Shear R rmax 0.67 Seismic Importance Factor 1= 1.00 p :Reliability Factor=2-20/(r:max*sgrt(Ab)) 1.0600 Determine Na&Nv... Site Distance From Known Source —2km Calculated Values:UBC 1630.2.1 Seismic'Source Type Seismic Dead Load(Calculated From Story C:Faults Not Capable of Large Quakes&Low Seismic Activ Table on"Building Forces"Tab W=- 194.0 k Seismic Coefficients Na= 1.00 Nv= 1.00 Soil Profile Type SD Calculated Base Shear V=Cv I W I(RT)= 24.4 k ' Seismic Coefficients Ca= 0.22 Cv= 0,32 Min.Base Shear V=0.11 Ca 1 W= 4.7 k Structural System... Zone 4:MIn.Base Shear V=0.8 Z Nv I R/W= 3.6 k Building Frame System:2a:Light framed walls Base Shear Max Limit V=2.5 Ca[W/R= 16.4 k �J 2a:Light framed walls with shear panels,Wood structural panel Overstrength�&Global Ductility Coefficient R= 6.500 Final Calculated Values Seismic Force Amplification Factor Omega= 2.800 ' Vertical Seismic Factor Eh!W= Ve 0.085 Structure Height Limit 65.0 ft cal Seismic Factor Ev/D=Li V:Design Base Shear 0.110.110 k Ft:Top Force 0.000 k Eh*p 16.4 k j Em=Omega-*Eh.- 46.0 k Building Seismic Forces .� Weight Height Wi*Hi Ft F.x Lateral Story Shear Story Moment Level Wi _ Hi Force @ Level Force k ft k-ft k k k k k-ft 1 194.00 23.50 4,559.0 16.415 16.415 m Total Base Shear 16.415 k -1 Base Overturning Moment 385.762 k-ft L! Diaphragm Forces Weight Lateral Force Summation of Summation of Min Req'd Calculated Max Req'd Diaphragm j Wpx @ this Level Lateral Forces Level Wei hts Farce Level Farce Level Force Level Force:F x Level Above 9 �°. @ @ P k k k-ft k k k k k. 1 194.00 16.42 16.42 194.000 21.340 16.415 42.680 21.340 --t Richard E.Jones Associates Title: ,lob# _ 339 Aviation Road Dsgnr: Date: 4:21PM, 21 NOV 02 Description Queensbury, NY 12804 Phone: (518)793-1015 Scope Fax: (518)793-2223 F ev: 5 0 User:KW-0502072,Vee5.6,t,25-Oct-2002 Mllltl-Story Seismic FOCC4S Page 1 {a}t983-2002 ENERCALC Engineering Software Description REJA'S OFFICE General Information Calculations are designed to 1997 UBC Requirements L_ Seismic Zone 2a Building period 0.391 sec UBC 1630.2.3 Simplified Static Force Procedure Hn to Top Level 25.00 ft Ground Floor Area . 4,900.0 ft2 Ct:Construction Type Factor 0.035 Occupancy Category Standard Occupancy Max Element Story Shear R rmax 0.67 Seismic Importance Factor 1= 1.00 p :Reliability Factor=2-20/(r:max*sgrt(Ab)) 1.0000 Determine Na&Nv... - + Site Distance From Known Source <=2km Calculated Values:UBC 1630.2.1 Seismic Source Type Seismic Dead Load(Calculated From Story C:Faults Not Capable of Large Quakes&Low Seismic Activ Table on"Building Forces"Tab W 194.0 k Seismic Coefficients Na= 1.00 Nv= 1.00 Calculated Base Shear V=Cv I W 1(RT)= 24.4 k Soil Profile Type SD '— Seismic Coefficients Ca= 0.22 Cv= 0.32 Min.Base Shear V=0.11 Ca I W= 4.7 k Structural System.., Zone 4:Min.Base Shear V=0.8 Z Nv I R 1 W= 3.6 k Building Frame System:2a:Light framed walls Base Shear Max Limit V=2.5 Ca I W 1 R= 16.4 k 2a:Light framed walls with shear panels,Wood structural panel Overstrength&Global Ductility Coefficient R= 6.500 Final Calculated Values Seismic Force Amplification Factor Omega= 2.800 Horiz Seismic Factor Eh 1 W= 0.085 Structure Height Limit 65.0 ft Vertical Seismic Factor Ev/D= 0.110 V:Design Base Shear 16.4 k Ft:Top Force 0.000 k Eh*p 16.4 k �J Em=Omega*Eh 46.0 k Building Seismic Forces Weight Height . Wi Hi Ft Fx Lateral Story Shear Story Moment Level Wi Hi Force @ Level Force k ft k-ft k k k k k-ft 1 194-00 23.50 4,559.0 16.415 16.415 3 i - Total Base Shear 16.415 k - Base Overturning Moment 385.762 k-ft � l i Diaphragm Forces Weight Lateral Force umma ton o Summation of Min Req'd Calculated Max Req'd Diaphragm ral Level Wpx @ this Level Lot Ab verces Level Weights Force @ Level Force'@ Level Force @ Level Force:Fpx k k k-ft k k k k k 1 194.00 16.42 16.42 194.000 21.340 16.415 42.680 21.340 i I �I I t� i i