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"Ri sryr�e n. ; - r — n''r Ls't { •4'ir$3 �•�.��I.��(��j,^�+,y�. � LIp� f.� yy yy yam`' �,�j�}�• I • ' ' : • •• • 1 1 • '• 1 • � �. w �.+ i[�+.'.4I •� .\. �� 1/.6��� � r'nk .1�^.^t'' 11;.Y �(�?���Fu �r•�. 1 �[.�'1�.6�'1>'.•��=�2`i^'�.-. �•�''• ���� L K+Y� r �' yyw,��� MS .,c � -.ru Si R 7',> 'L+i' -�, ' ! 1. �'•`*,�M � T�-Jt',.!�"� yt y.M�fy" '1' �Y'{�{}_��•,.,6,�aM�v. �s 'a ii r7' A' i"` .•P' 4`�1 k-'b � �W fi L� ?�,'" .tfiu`�.FL (- . � �. x,t$•�,y-�" ..�,yam•,, 'ram 1 t • • . 1 .. 1 / 1 • • 1 • 1 1 • • o> WKS 1 - '•'• 1 1 11%, ,• • . 1 I - • •- •• y 11 • c do HOLDING TANK NOTES: HT-1) THE HOLDING TANK SYSTEM SHALL BE EQUIPPED WITH A LEVEL ALARM SYSTEM AS FOLLOWS: GENERAL OPERATION: WHEN THE LIQUID LEVEL IN THE HOLDING TANK REACHES 50% OF THE USABLE CAPACITY OF THE SYSTEM (SEE DETAIL 1 & 2 ON SHEET Di), A YELLOW LIGHT SHALL INDICATE "TANK HIGH LEVEL." WHEN THE LIQUID LEVEL IN THE HOLDING TANK REACHES 100% OF THE SYSTEM USABLE CAPACITY, A BUZZER WILL SOUND, A RED LIGHT WILL FLASH TO INDICATE "TANK SHUT OFF LEVEL" AND A SOLENOID VALVE IN THE MAIN WATER LINE WILL DE-ENERGIZE AND CLOSE TO PREVENT ANY FURTHER WATER FROM ENTERING THE RESIDENCE, OR, A RELAY SHALL BE PROVIDED TO DE-ENERGIZE THE WELL PUMP. ALARM PANEL A PUSH-BUTTON SHALL BE PROVIDED TO SILENCE THE BUZZER. THE SYSTEM SHALL AUTOMATICALLY RESET, INCLUDING ENERGIZING THE SOLENOID VALVE ON THE WATER SYSTEM, AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW "TANK HIGH LEVEL". ENCLOSURE TYPE COMPONENT SPECIFICATIONS: DICTATED BY LOCATION WATERTIGHT MANHOLE FRAME & COVER; FLOAT SWITCHES SHALL BE GOULDS TYPE A2-3 OR EQUIVALENT. (NEMA 1 - INDOOR SYRACUSE CASTINGS #1502 OR L:QUIVALENT; NEMA 4X- OUTDOOR) GRADE TO DRAIN AWAY FROM C0%.! R THE FLOAT SWITCH WIRING SHALL BE TERMINATED IN A NEMA 6 JUNCTION BOX MOUNTED INSIDE THE GRADE RING TO THE HOLDING TANK. ALL WIRING FROM THE FLOAT SWITCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM NEMA 6X JUNCTION BOx PANEL SHALL BE INSTALLED UNDERGROUND IN ACCORDANCE WITH THE PERMANENT MARKER LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL STATE AND GRADE TO DRAIN AWAY OVER COVER (TYP.) LOCAL CODES. WIRING SHALL BE 3-1 12AWG, TYPE THW OR THWN, FROM HOLDING TANKS 24" (TYP ) FINISHED GRADE MERCURY FLOAT SINITCH (TYP.) CONDUCTORS IN A 1" (MINIMUM) SCH. 80 PVC CONDUIT. PROVIDE RIGID GALVANIZED STEEL CONDUIT UNDER DRIVEWAYS AND OTHER HEAVY VEHICULAR TRAFFIC AREAS - EXTENDING 5 0 ON EITHER SIDE. 12" MIN. (TYP.) WATERTIGHT SEALED PLUG CONTROL RELAYS SHALL BE GENERAL PURPOSE, 120 VAC WITH CONTRACTS RATED FOR 5 AMPERES CONTINUOUS SERVICE; SQUARE D 8501 TYPE RS- 14 OR EQUIVALENT. PROVIDE RELAY SOCKET TO MATCH THE CONTROL WATERTIGHT JOINT (TYP.) ° ` n RELAY FURNISHED. c 100% VOLUME: WATER SHUT OFF LEVEL ALARMS LIGHTS SHALL BE 120 VAC PILOT LIGHTS WITH.A DOMED PLASTIC a _ -INLET FROM RESIDENCE LENS. THE "TANK HIGH LEVEL" LENS SHALL BE YELLOW, THE "TANK SHUT 0. - --- ------ ---- - --� ----- --2500 GAL.-- e. OFF LEVEL" LIGHT SHALL BE SUPPLIED WITH A FLASHER AND A RED LENS. - WATERTIGHT SLEEVE AND SEAL (TYP.); ° -- -- _ --- - - ----�---- - _==--— _----1250 GAL.- ( ) a 18" SEE NOTE T-4 ON DRAWING D1 BUZZER SHALL BE 120 VAC, HEAVY DUTY, ADJUSTABLE VOLUME.. 50% VOLUME: HIGH TANK LEVEL A NORMALLY OPEN, 120 VAC NON-ILLUMINATED MOMENTARY CONTRACT e PUSH-BUTTON SHALL BE PROVIDED. THE PUSH-BUTTON SHALL HAVE A 1000 GAL. HEAVY DUTY SEPTIC TANK 4" SANITARY TEE FULL GUARD, SQUARE D SKR1UH5 TYPE K OR EQUIVALENT. BY FORT MILLER (TYP.) OR EQUIVALENT; e ,, (TO PREVENT TRAPPING RELAYS, RELAY SOCKETS SHALL BE MOUNTED IN A NEMA ENCLOSURE a OF SOLIDS IN 4" LINE) SUITABLE FOR THE LOCATION. THE ALARM LIGHTS, BUZZER AND THE SEE NOTE T-1 ON DRAWING D1 e 6" EXTENDED BASE FOR ANTI-FLOTATION BUZZER SILENCE PUSH-BUTTON SHALL BE MOUNTED ON THE FRONT OF PROTECTION OR EQUIVALENT; SEE NOTE T-3 THE ENCLOSURE. ALL NECESSARY MATERIALS, i.e. TERMINAL BLOCKS, ON DRAWING D1 CONNECTORS, ETC. TO MOUNT AND CONNECT ALL DEVICES SHALL BE PROVIDED. THIS ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH a v J�n " ° ° a e 4 THE FOLLOWING DESCRIPTION "HOLDING TANK LEVEL ALARM SYSTEM". PROVIDE PLASTIC NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE f7j r' SCHEMATIC WHICH SHALL BE PROVIDED WITH SYSTEM. ALL WIRING IN THE n p p O r JJO �' O p O(UGO C' ''�QO C.'i00 O p0(, 12" MIN. COARSE GRANULAR MATERIAL JO O O O O �7 O O O O O�(�`ri O OC O n` j OC OO O O�ii!\ ��w" rnUn �� (�� �T f 7,G ��% �O� 0 �`0 o o c `per ' Oo`` �-bo HOLDING TANK LEVEL ALARM SYSTEM CONTROL PANEL SHALL BE INSTALLED -- moo 0 0 o 0 0 0 0 o o n ��` IN A NEAT AND WORKMANLIKE MANNER. A COPY OF THE SCHEMATIC AN ATOP FIRM NATIVE FOUNDATION `"bjfvw� jQO .���Q� c �7' ��C� C i. `f,i..��1n �Cl `G,�!� ���i���l`f,n- 1 �n`F,� �1 ..^.�r�4�^�,i, �.;.�.�n`�i"^�i(�v,:,,�,�1 C���n`�`�V ., C1 �. (1 ,�. Cl4 D c� c \ . C C SEQUENCE OF OPERATION SHALL REMAIN WITH CONTROL PANEL.. THE INCL(,SURE SHALL BE MOUNTED IN A SUITABLE LOCATION IN THE RESID:NCE. ALARM PANEL TO BE GOULDS A4-1 OR A4- 1N4 , OR SOIL X�X, EQUIV.k'LENT. NATIVE \ \ \ \ SOLENOID VALVE, IF PROVIDED IN LIEU OF A SHUT OFF RELAY, SHALL BE A NORMALLY CLOSED (ENERGIZE TO OPEN) VALUE, 120 VAC AND SHALL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE. THE SIZE OF /�\ ��� THE VALVE ORIFICE SHALL CORRESPOND WITH THE PIPE DIAMETER OF THE A WATER LINE. WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF NEC. 7F,7] HOLDING TANK DETAIL TANKS/STRUCTURES:)T-1 NEW PRECAST STRUCTURES SHALL BE AS SUPPLIED BY GUARDIAN CONCRETE, INC., OR CALE: N.T.S. EQU!VALENT. REFERENCES TO HEAVY DUTY REFER TO H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES. HOLDING TANK ALARM SCHEDULE: T-3) ALL NEW OR EXISTING TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" DIAGRAM LEGEND EXTENDED INTEGRAL BASES, AS REQUIRED, OR EQUIVALENT (SUBMIT DETAILS TO I----- 120 VAC ENGINEER FOR APPROVAL). ANY EXISTING STRUCTURES TO BE REUSED ARE TO BE FLOAT SWITCH - OPENS INSPECTED FOR STRUCTURAL INTEGRITY AND LEAKAGE TEST FOR WATER TIGHTNESS BY TANK ON RISING LEVEL - (NORMALLY CLOSED) METHOD APPROVED BY ENGINEER. FLOAT I HIGH LEVEL -cg T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT FLOAT SWITCH - CLOSES (NO) ON RISING LEVEL - (NORMALLY OPEN) JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON-SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER FLOAT 2 CR TANK SHUT OFF X CONTROL RELAY TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) 1 (NC) LEVEL RELAY Y ALARM LIGHT - YELLOW T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. CR1 TANK RELATIVE SHUT OFFLEVEL R ALARM LIGHT - RED T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; -ifR BUZZER DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. © TANK SHUT OFF CR1 CR2 LEVEL B PUSH BUTTON SWITCH - O O NORMALLY OPEN 'ALARM SILENCE" ALARM SILENCE C p/�p SOLENOID VALVE - CR1 CR2 2 RELAY 1 FAIL CLOSE 5/7/03 SUBMITTED FOR SEPTIC VARIANCE RUH / �' —I[— NORMALLY OPEN CONTACT (NO) DATE REV# ISSUED REVISIONS BY - MAIN WATER LINE SOLENOID r :v - - NORMALLY CLOSED CONTACT (NC) �_� �' err `� DETAILS s WASTEWATER HOLDING TANK MOLDING TANK CONTROL SCHEMATIC 'J�' °� ' WHITE RESIDENCE LW SCALE: N.T.S. 521/2 RUSSELL HARRIS ROAD QUEENSBURY, NEW YORK JAR= - WMIN ENGINEERS, PLLC TH PROFESSIONAL ENGINEERING P #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 OOP'YRK3HT o zoos GLENS FALLS, N.Y. FAX (518) 798-1864 �SM+�w� V0 MARCH 2O03 PRO#01-039 SHEET:2 OF 2 AWV" nLtEw►nor+orlws ooalwr�Itoacar FILE F/1096032609 VOM HOLDWQ TAWOMIK3 RDM/REV=:15#71 D 10:15 AM WAUI RQRWSUNAVIRL � Ix LAJ I-- � , e o J LL-j Lij 0 3 � �IJAJ pia 12 L-Li ............................................ 3 C=> F-- LLJ E:H 31011 01 oil C) 0, � � a w ................................. .......................................................................................................................................................................................................................... .................... .................................. . ... ........................................ m Div&E AI'D-,l,, ELEVATION LEFT ELEVATION < < 1000, ry U-) 12 12 11D co r LEE r--q n4 CQ EHI 12 a 8 N znI n-73 4-1 11 of O 26 (1) 0 40 - .................................................................................................................................................................................................................................................. 0 .........X b.0 ........................ 0 0 0 -Ell ... ... ................................... Q ENGINEERS STAMP: F1t-", ON ll ELEVATION '17A',1GHT ELEVATION JOB#:020304 DATE: 020204 SHEET#: E v 16 ' 0" 18 ' 0" 4 1_41 1 6 1-111 3 1-7 1' 2 '-0 1 N r7 " 0 � , N _ N 1 5.1/2 7 1 8„ 1-1/2" 5.1/2?' M s 11'9-V2" O 510'1 5.�2„ 3 - L N � �i O C DEN STORAGES co 0 S-D- 18'COW TRUSSES•24"OC `n - `°, 3 '01 LL 3 N r 11.7 8"JS 1125 16' w r- h O BEDROOM 1 _ - # 26 B w B F— T- S-1 $-1 3,8„ -N Q Q :30'�Q2 co 0 S.D. ;ATW ACCESS ' 26. r7 �.dv w: O2 _ li Ly _� $2 i _ w - m _ � N O �' - o' �' ry �: 00 _ ............................................ _ 9 - - N - .� BEDROOM#4 N: o 1 g 04 101 N Q I W 26 3 2„ 2 - —1 °D 0 S S.D.. 04 � Q rz _ 18'GOligt�TRUSSES•24"OC � � O r- �" r- - O � BEDROOM#2 `�2� g - ' - 0 103 N 11.7/8 JS 1125. 16'OC T • . 1 w z LnJ a� 0 9'2- 2" o Q Q o - 6 BF _ _ Lrn rn OS.D. ,� to N ... ---••-•---•--•••---•---_.... r7 L o c O C �. - 32''C.O. } N A o N N 6 0„ 3,3_1/2„ 4,0„ A A 'n 26 _ - N A to � s",� h - S-1 0 S.D. u' 0 C.N.D. N BALCONY ... 00 II " toll 1 � CATHEDRAL CE I L I NG `c a ii 2x 10 RAFTERS• 16'OC , _ o �- i N - 04 OPEN TO BELOWI ' - N T�� '' C) � CO N 11� o � 1 � mil` ? I N GREAT ROOM _ f I Got I OPEN TO BELOW 0 •� I I rn CATHEDRAL CE I L I NG = �� En CD 2x RAFTERS•16"OC ( I ' ,n O 5.1/2" � O O 5 V2„ n ' 1" O O 0 cr OO 3-1.3 4�"�x�14"MICROLAM o co o LVL♦�ADER � •r-1 N N 1 N 1O ? 0 _ T�RF�E 9" _ pq SUNSPACE ROOF - W - 0 0 za r� 00 Ofir) ^ n_... ,1 i \✓ 00 - 5. " 1 x ,� , 1 R ENGINEERS STAMP: ROOF O N R � N -----•--•.... .......... .......................... ........................ _ (1�jj • co 7 0" LL- 610 610" 61011 7.1 2 ` 10" 5 ' 2" 5 ' 2" 2 ` 1011 18 0 11011 16 ' 0" 110" TOTAL SQ.FT. JOB#:020304 862 SQ.FT.- 1ST. FLOOR DATE: 020204 181011 537 SQ.FT.- 2ND. FLOOR SHEET#: 1399 SQFr.- TOTAL LIVING U I 128 SQ.FT-- SUNSPACE U I 1527 TOTAL SQ.FT. r: GENERAL NOTES: DESIGNERS NOTES: DESIGN LOAD CRITERIA NOTES: 1 ALL EMERGENCY ESCAPE FOR BEDROOMS AND HABITABLE SPACE REQUIRED AS FOLLOWS: DO NOT SCALE THESE DRAWINGS, THEY MAY NOT BE TO AN EXACT SCALE, LOADS USED IN THE DESIGN OF THE STRUCTURE - A CLEAR OPENING OF 5.7 SQ.FT. ABOVE OR BELOW GRADE LEVEL USE ONLY DIMENSIONS GIVEN. 1. GROUND SNOW LOAD OF 70 PSF # NOT BE RESPONSIBLE FOR ANY STRUCTURAL DEFECTS - A CLEAR OPENING OF S.OrSQ.FT. AT GRADE LEVEL CONCEPTS do DESIGNS Will 2. WIND LOAD OF 90 MPH FROM THE FAILURE TO FOLLOW PLANS AND DETAILS. 3. 2ND FLOOR LOADING - 40 LOS PER/SQ.FT. Q� �� m A MINIMUM HEIGHT OF 24 _ � - LIVE LOAD: 30 LBS PER/SQ.FT. �� AMINIMUMWIDTHOF200 DIMENSIONAL MATERIALS & FRAMING MOTES. 2 SAFETY GLAZING REWIRED BY CODE AT THE FOLLOWING LOCATIONS: - DEAD LOAD: 10 LBS PER/SQ.FT. ��' BALUSTERS MUST BE NO MORE - ALL DIMENSIONS SHOWN ARE FROM FRAME TO FRAME. - EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ.F.T - ALL EXTERIOR WALLS ARE 24 OR 5.1/2" UNLESS OTHERWISE NOTED. 4.) IST FLOOR LOADING - 50 LBS PER/SQ.FT. ,� THAN 4 BETWEEN BALUSTERS OR i BOTTOM EDGE LESS THAN 18 ABOVE THE FLOOR - ALL INTERIOR WALLS ARE 20 OR 3.1/2" UNLESS OTHERWISE NOTED. _ LIVE LOAD. 40 LBS PER/SQ.FT. �o HORIZONTAL RAILS. ONE OR MORE WALKING SURFACES WITH IN 36 HORIZONTALLY OF THE GLAZING - ALL EXT.HEADERS 3-20S.P.F.UNLESS OTHERWISE NOTED. DEAD LOAD. 10 LBS PER/SQ.FT. (4 SPHERE SHOULD BE UNABLE C) - THE EDGE GREATER THAN 361 ABOVE THE FLOOR - - 10 S.P.F.UNLESS OTHERWISE NOTED. ALL TNT. HEADERS 2 2z r TO PASS THROUGH OPENING) � - GLAZING WITHIN 60" OF A POOL OR SPA - ALL. OPENINGS LARGER THAN 6'-0* WILL HAVE DOUBLE JACK STUDS. � o.- - GLAZING ADJOININGS STAIRS WITHIN 60 OF THE BOTTOM TREAD - ALL DIMENSIONAL MATERIALS ARE SPF12 OR BETTER. 3) N.Y. STATE ENERGY CODE COMPLIANCE PROGRAM: - THIS BUILDING DESIGN HAS BEEN ENTERED IN THE RESIDENTAL MEC-CHECK SOFTWARE PROGRAM AND A PASSING COMPLIANCE to BEEN SUBMITTED WITH THE PERMIT APPLICATION. o FORM AND INSPECTORS CHECKLIST HAVE Z r M NATURAL LIGHT, VEN.DILATION & EMERGENCY EGRESS REQUIREMENTS 4) SEE FOUNDATION PLAN AND DETAIL SHEET FOR DAMPROOFING, WATERPROOFING A FOUNDATION WAIL REQUREMENTS. HAB. ROOM REQ. LIGHT ACTUAL REQ. VENT ACTUAL SQ/FT REMARKS CIO 5) GRADE AROUND FOUNDATION MUST DROP 6" IN I0 PITCHING AWAY FROM FOUNDATION REQUR® PER CODE. ROOM AREA 8% OF ROOM LIGHT 4% OF ROOM VENT OPENING FOR Af IN SQ/FT AREA SQ/FT AREA SQ/FT EGRESS W 6) A LANDING MUST BE PROVIDED ON EACH SIDE OF AN EXTERIOR DOOR AT A MIN. 36"rX 3n (SEE DETAL THIS SHEET) 101 79 6.32 11.17 3.16 5.73 5.7 Q 101 79 6.32 11.17 3.16 5.73 5.7 +_0 102 306 24.48 80.05 12.24 22.92 5.7 6" SPHERE UNABLE TO 7) PROVIDE AT ALL EAVES ICE AND WATER SHELD 0 MIN. 24 HORIZONTALLY FROM INSIDE EIMR WAIL REQUIRED 103 139 11.12 20.62 5.56 5.73 5.7 BY CODE WITH INSPECTION PRIOR TO SHINGLING. 104 120 9.60 11.17 4.80 14.49 5.7 PASS THROUGH OPENING 8) STAIRWAY REQUIREMENTS: NOTES: _ - ROOM CLEARANCE REQUIRED FOR ALL STAIRS PER CODE - A 6 8 MIN. HEAD r GUARDRAILS CANNOT CONSIST OF HORIZONTAL � � w - ALL STAIRWAYS HAVE A MIN. REQUIRED WIDTH OF 36 PER CODE - SEE PLANS do SECTIONS FOR RISE A RUNS AND ANY DETAILS REGARDING STARS RAILS OR ANY ORNAMENTAL PATTERN THAT CREATES �-� � �- z< - - STAIRWELL WINDER TREADS REQUIRE A MIN. DEPTH OF 6* r - A LADDER EFFECT - - OPEN RISERS NO LONGER ALLOWED FOR STAIRS OVER 30 IN HEIGHT UNLESS IS 4 ORLESS - ALL HANDRAILS TO BE CONTINUOUS FOR FULL LENGTH - SPIRAL STAIRS ARE NOT ALLOWED TO BE THE ONLY MEANS OF EXIT FROM A STORY. WINDOW & DOOR SCHEDULE OF STAIRS TERMINATING AT WALL OR NEWEL POST. > � 9) HANDRAIL REQUIREMENTS: QTY. CALL # WINDOW MODEL # R.O. R.O. CLEAR OPG. CODE ACTUAL GLASS U-FACTOR DESCRIPTIONS HANDRAIL TO BE 1.1 4 1N. 2" MAX. W SMOOTH SURFACE HANDRAILS REQUIRED ON ALL STAIRS OF TWO OR MORE RISERS MANUFACTURER WIDTH HEIGHT EGRESS EGRESS SQ.FT. / / / im - HANDRAILS REQUIRED ON BOTH SIDES IF OPEN AND RISE ARE MORE THAN 30" " " " W/NO SHARP EDGES �� w z Q . . 14 1 ANDERSEN TW3046 38.1/8 56.875 5.7 SQ.FT. 24 MIN. 24.25 11.12 .33 DOUBLE HUNG w __J = HANDRAILS MUST BE BETWEEN 34" AND 38" IN HEIGHT AND MUST TERMINATE AT WALLS 2 2 400 SERIES TV12446 30.1/8' 56.875„ 4.71 SQ.FT. 24.25;' 8.28 .33 p --��� � U < HANDRAILS MUST BE CONTINUOUS FROM BOTTOM STEP TO TOP STEP 1 3 TW2032 26.1/8 40.875 2.47 SQ.FT. 14.25 4.21 .33 I - 0 - SEE CROSS SECTION FOR ANY OTHER DETAILS ON HANDRAILS. 1 5 TW2846-2 67.15 16" 56.875" 5.03 SQ.FT. 24.25n 17.98 .33 A N D R A I L DETAIL AND NOTES: �- 10) GUARDRAIL REQUIREMENTS: 1 6 TW3032 38.1� 40.875 3.82 SQ.FT. 14.25 6.87 .33 - REQUIRED ON All SURFACES WHICH ARE RAISED MORE THAN 30° ABOVE OR BELOW GRADE. 1 7 TVV2046 26.1/8" 56.875" 3.68 SQ.FT. 24.25" 6.31 .33 " 2 9 TVV3032 38.1/8" 40,875" 3.82 SQ.FT. 14.25" 6.87 .33 " • - GUARDRAIL MINIMUM HEIGHT OF 36" FOR LANDINGS, PORCHES AND DECKS. 1 10 CW135 28.7/8" 41.375" 5.7 SQ.FT. 41.25" 6.0 .33 CASEMENT - GUARDRAIL MINIMUM HEIGHT FOR STAIRS 3e AND NO MORE THAN 6" ON STAIRS WHERE 1 11 TVV3046-2 75.15 16" 56.875" 5.7 SQ.FT. 24.25" 22.24 .33 " B TO PASS TIIROLUGH 2 12 SPR4640 54.1/2 48.1/2" 16.25 .33 QTR. ARCH PIC RISER, TREAD AND BOTTOM RAIL MEET (EX. A 6 BALL SHOULD NOT E ABLE ) 2 13 DHP5646 67.7,/8" 56.875" " 21.36 .33 PICTURE - GUARDRAILS NO MORE THAN 4 BETWEEN BALUSTERS OR HORIZONTAL RAILS " " " " " _ - GUARDRAILS REQUIRED ON BASEMENT STAIRS. A 1 1 LITE 38.5; ;2.3/4 20 SQ.FT. - - .47 BENCHMARK 11) ALL HALLWAYS MUST BE A MIN. WIDTH OF 36 B 1 9 LITE 38.5 20 SQ.FT. - - .47 BENCHMARK" - 12) SMOKE DETECTOR REQUIREMENTS: 3 4" - SMOKE DETECTORS MUST BE HARDWIRED W/ BATTERY BACKUP �,G ���® SMOKE DETECTOR ON EVER Y LEVEL INCLUDING BASEMENTS AND CELLARS. R - SMOKE DETECTORS IN EVERY BEDROOM AND OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VACINITY OF THE BEDROOMS. 13) GARAGE FIRE SEPERATION CODES: Roil-n /f"1 � O c'q - THE DWELLING GARAGE SEPERATION CODES REQUIRE 5/8" TYPE"X" FIRED RATED GYPSUM WALLBROAD `.`/ co � ON BOTH SIDES OF THE WALL ADDRESSING THE DWELLING UNIT AND THE ENTIRE GARAGE CEILING NAO PENETRATIONS _ IN. 3 HERITED AND ASSEMBLY UNIT. � TOWI'� Cif QUE�IV""U�ZY � � THE DOOR WHICH SEPERATES THE DWELLING AND GARAGE MUST BE OF M4 HOUR F / BUILDING ` . A z 14) FIRE STOPPING REQUIREMENTS: REVIEWED BY �Y B USED IF IT FILLS THE MI DTH OF THE CAVITY ANDu w �FIBERGLASS INSULATION MA E MINIMUM FICTURE CLEARANCESopyDATE .� � � EXTENDS A MINIMUM 16 FROM THE TOP OR BOTTOM PLATE . = � v - FIRE STOPPING REQUIRED 10 VERTICAL AND HORIZONTAL - PENETRATIONS MUST BE STUFFED OR SEALED FIBERGLASS INSULATION IS ALLOWED A � All PENETRAII � TOM� NT � u Q) 0 • Based on mw limited examination, 0 0 0 15) NOTCHING AND DRILLING FOR EXTERIOR AND LOAD BEARING WAILS: 15 4 I�IN. 4 SIN. 2' INN. 15 TIN. i5 SIN. with our oomrrients shall .,., a n�aonstn�ed as indic" the - LOAD BEARING WALLS CUT MORE THAN 50% MUST BE SECURED BY METAL TIE J54 THICK BY MIN. 1.1 2" WIDE WITH 8 16D NAILS EACH SIDE EXCEPT EXTERIOR WALLS COVERED 10 PLYWOOD sf � �s are �, full cpnpianoe with the Buildmg Codes .� - / O " STUDS ofNewYorkState. HOLES GREATER THAN 1.1/2 REQUIRES DOUBLE NOTCHES NO MORE THAN 35% OF STUD DEPTH. 24' CLEARANCE IN tN 16) PLUMBING TESTING ALL BRANS, VENTS, AND SUPPLY PIPING MUST BE TESTED TO THE FOgOIK CRITERIA: FRONT OF OPENING WATER HEAD TEST 10 ABOVE HIGHEST CONNECTION \ NOTICE ENGINEERS STAMP: ; - 5 PSI FOR 15 MINUTES FOAM INSULA MUST BE COVERFr) 11 'C VENTILATION DUCTS MUST BE CURED AND SEALED IN AOCOROANCE NI1H N� DIER6Y CODE. - r BY A 15 MINUTE THERMAL BAPF'r E 17) HEATING AND VEIN i 21 MIN.CIEARANCE SMOKE DROgAJR ARE EDUIR BEDROOMS, 18 BUILDER MUST PROVIDE A 30'X 22"X 30'H ATTIC ACCESS IN A HALLWAY OR A READLY AC�SSJE AREA. SEE PLAN FOR LOCATION �� LAVATORIES ND M A FLOOR LEVEL LURING BASEMENT,ALL SMOKE) RS SHALLCONNECTE ON ALL LEVELS. 19) COMBUSTION AIR REQUIREMENTS: 21rMIN.CLEARANCE SCE RY BACKUP. CTOR REQUIRED OUTSIDE - IF THERE IS NO COMBUSTION AIR SUPPLIED TO GAS APPLUNa INSTALLER MUST COW IASMF OR ROOM WC AND TUBS KRAFT PAPER IIVI3 UT10N MUST BE LOWEs r SLEEPING LEVEL HAS PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPEC10 COVERED BY NON-COMBUSTIBLE 8APPI P DATE: 04/20/03 20) THE STREET ADDRESS MUST BE POSTED ON BUILDING AND/OR VISIBLE FROM Tiff STREET. 24' 30' TIN. SHEET#: ' IF LONG DRIVEWAY ADDRESS MUST BE POSTED ON MAILBOX OR POST AT THE ENTRANCE CID I TO THE DRIVEWAY ON THE SAME SIDE OF THE STREET. � I } -T--i ; m � z � I U q Fes' N > Ld 31011 CD ....................................... 14 - - 11 MEE 0 I Ail C) Z Q �J 5 � I � � a E Al� ELEVATIONcn c) 12 LEFT ELEVATInUN QB Ffll 42 a N q mLo B r^ m zr LLLJ vo U � EvcuqMs STAMP: F ]� ONT ELEVATION '"731GHT ELEVATION dOBe:020304 nere: ozoeoa ter.: i 161011 7�-_-_�� --------------------------- r-- -- ---------------------1 � I I i I i i t i cr- ' . 1 ' I I 11.7/8"JS I/125. 18''OC I B I CK— I ` ► ,� _ 1 I � _ W N BASEMENT i s 00 �—� 4 I 4" CONC. SLAB I I N Q 1 I tq (T.O.S= 0'-4-) 1 • I J = I _ W F� Q [12 Q II ' BASEMENT I « Z �}- P• I �(TYP) i I I I O �— � • I all LL- m Ol . I i 1� _ W W z 't 24'W4''x12"0=.FTG. I0c� J Q Q . I 4"(ANC.F ILI.ED OOLUW U LL I97 '0�� I —�= (� L7PILINGVT I --� .................. ...-...... ,.. ..w....l. Cl A A 1 . .'�...........j- -1 L..i J...I...L.A...A...j ( j 1 1 ' 7 { .......... 0 S.D............ BASEMENT STAIRS I 1 ' 13 — RISERS O 8" EA. O C.M.D. j ' 12 — TREADS O 9" W/ I I - °D j j 1.1/4" NOSING EA. N _ DECK 104.1/60 j TT TT 11.7/8"JS I/125. 15'HOC N CAS � � d+ CQ ; CID � ' I 8" POURED CONC. WALL I 1 j 1 T.O.W.= T-10"�.. j ' a� r I I z8 CONT. C. FTG. I I - � O * I 2-04 CONT. REBAR - ' I NOTES: a� In 1 * DO NOT SCALE THESE DRAWINGS, THEY MAY NOT BE L_______ ----------------------- ; i TO AN EXACT SCALE, USE ONLY DIMENSIONS GIVEN. 0 0 two L— --------- ----------------------- * FOUNDATION DAMP PROOFING, BITUMINOUS TAR DAMP PROOFING ro Q+ IS ALLOWED, TAR MUST BE DRY AT TIME OF INSPECTION BEFORE •r, BACKAIL BEGINS AS PER NY STATE RESIDENTAL CODE * BUILDER SHOULD VERIFY ALL DIMENSIONS BEFORE A " NOTE: t2" SONO—TUBE CONC. FILLED o0 PROCEEDING WITH ANY WORK AND SHALL NOTIFY DESIGNS Go O MIN. 48" BELOW GRADE W 24" PLUS OF ANY PROBLEMS OR DISCREPANCIES BEFORE ANY WORK BIGFOOT FOOTING (TYP.XT.o.l!=7'-47 IS PERFORMED. M S G PRESSURE - 3000 PSF ENGIl�TEERS STAMP: , MINIMUM OIL BEARING \�..� ...........................\`..��C...........................\`�.. * CONCRETE FOR FOOTINGS AND WALLS SHALL BE 3500 PSI 'DT COMPRESSIVE STRENGTH W/5" SLUMP FOR FOOTINGS AND 6" SLUMP FOR FOUNDATION WALLS. Big 0" 7'6" 7 '6" 6 NOTE: THE BUILDING DESIGN PRESENTED ON THESE DRAWINGS HAS BEEN DEVELOPED WITH CARE IN ACCORD WITH THE DESIGN 11011 16 ' 011 11011 CRITERIA SHOWN HEREON. IN AS MUCH AS CLIMATIC SOILS AND GROUND WATER CONDITIONS VARY WIDELY. WE RECOMMEND THAT A LICENSED DESIGN PROFESSIONAL BE CONSULTED IN THE EVENT JOB#:020304 181011 THAT SPECIFIC SITE CONDITIONS OR LOCAL BUILDING CODES SUGGEST OR REQUIRE A MODIFICATION TO THESE PLANS. DATE: 020204 SHEET#: L DnI .IQ 1 011 16 ' 0" 9 1 0++ 9 1 0++ 4 '4+1 6 '-111 3 '-7" 2 '-0+ 10 N01 5.112" 11=9--1/2" 0 51094 5.1/2�� o � 5.'i/2 7 8 7 4-'�/2 5.,/2• L " n " 1' N _ _ 18'CUM TWJSSFs•24"OC _ DEN/STORAGE � o o � � O �� 3 "cv ``' 3 I-d _i % g 11.7 8"JS 1125. 16' BEDR00 1 26 ID4g QS.D. M B W - Q S.D. - (Q - 3 1 801 ATM N V Q ' CV :ACCESS c 26 o S.D. o = w _ _ ................................................ 00 - : N N � BEDROOI#4 N _ N ,� 101 N z O W rn 26 3 2 ,v � Q S.D. _ J r- Z 18'OMM TWOES•24"OC ? o 12 }- O •_________- , ab 11.7/8 JS 1125. 18'aC . . m 91 2•V211 43'1 _ 1D 9 LiJ W Z _ ! o o r o N W o - e'BF :� rn U `" j - Q C.M.D N .. ....................... - .. -•--•-•.............. _ le) n 32"C.O. ' p O N N =o + [ 3-3,-V2"rn ? 4O A A LOA g - 6 IL 6"� 2.0 S.D. 00 � Q cM.D.BALCONY ;o No0 31611 V'J- 211 51011 2'013 10 J . 2x0 RFTFZS• 1s HEDRAL CE I L I NGo join i r- OPEN TO BELOW N NN $-1 it CQ CQ �GREAT ROOM z =xi �. ?� OPEN TO BELOW CATHEDRAL CE I L I NG 2x 0 RIOTERS• lrocc I I 3 0 0 0 A a � cr PO CD 3-1.3 4'k 14"M ICROLAII o a �� 3 0: i N O N �� o o THREE SEASON o _ - _ - °° �o ►� SUNSPACE �' 0 5-00 11 - ROOF cO `_1 ENGINEERS STAMP: 0 0 0 N N 11011 2 + 1011 51211 5121l 21 1011 Q �'11 dw C 1 011 L` 1 011 L 1 �! G IV , V V V , I6 , 0+, 1 1 011 17 1s 1 011 ,Q + 0+1 TOTAL SQ.FT. JOB#:020304 IU 862 SQ.FT.— 1ST. FLOOR DATE: 020204 506 SQ.FT.— 2ND. FLOOR #: v I I I 1399 SQ.FT.— TOTAL LIVING 128 SQ.FT.— SUNSPACE 1ft TOTAL SQFT. 18' 0" INSULATION: " " ROOF: � N.Y. STATE REQUIRES AS FOLLOWS: s o s o70, MAIN ROOF: N.Y. STATE CERTIFIED ROOF TRUSSES 0 24"O.C.) — FLAT CEILING: 12" KRAFT INSULATION R-38 W/PROPER VENT RIDGE VENT SEE MANUFACTURERS CERTIFIED DRAWING FOR DETAILS ' — SLOPING CEILING: 8" KRAFT INSULATION R-3 � OOF TRUSSES ® 24" O.C.W/1/2"OSB SHEATHING 1/2 GYPSUM WALL, — EXTERIOR WALLS: 6" KRAFT INSULATION R-19 15# FELT PAPER, ICE & WATER SHIELD (AT EAVE & VALLEYS ONLY), — CANTILEVER: 8" KRAFT INSULATION R-30 30YR. ARCHITECTURAL SHINGLES, PROPER VENT ® EAVES ONLY — FOUNDATION WALLS: 3.1/2"x5' BASEMENT WRAP R-11 ICE WATER & RIDGE VENT. (SEE OWNER FOR COLOR) ►—� SHIELD MIN. 2#-6n EAVE & RAKE: zo TRUSSES 2x6 & 10 SUBFASCIA W/ALUM. FASCIA, DRIP EDGE & VINYL 0 0 24`o.c. SOFFIT VENT EAVE & RAKE OVERHANG= 12" ICE AND WATER SHEILD REQUIRED AT ALL EAVES MIN. 24" HORIZ DESIGN LOAD CRITRIA 5/8- GYPSUM WALL FROM INSDIE OF EXTERIOR WALL AND SHALL BE INSPECTED — GROUND SNOW LOAD 70 LBS. PER/SQ.FT. BOARD CEILING Cliff ; — WIND LOAD BASED ON 90 MPH RATING 2nd FLOOR WALLS: �� U) ROOF LOADING: " " Ld BEDROOM#1 BATH 2x6"OR 5.1/2 EXTERIOR WALLS ® 16 O.C. W/7/16 OSB SHEATHING, p 70 LBS. PER/SQ.FT. 1/2 GYPSUM WALL BRD., TYVEK VAPOR BARRIER 1/2x6 B&BTR CLR TOP CHORD LIVE LOAD: 50 LBS. PER/SQ.FT. CEDAR SIDING, SHAKES & CORNER BRDS. TOP CHORD DEAD LOAD: 10 LBS. PER/SQ FT SEE OWNER FOR COLOR BOTTOM CHORD DEAD LOAD: 10 LBS. PER/SQ.FT. 5.t/2' tt' 9-1/2` 5' o` 5.t/2` ( ) FLOOR LOADING: 2ND FLOOR Ind FLOOR: �� w 40 LEIS. PER/SQ.FT. 113 8` JSI 125 0 16 oc 11.7/8" JSI/125 SERIES ® 16"O.C. W/3/4" T&G OSB Q LOAD: 30 LBS. PER SQ.FT. PLYWOOD SHEATHING GLUED & SCREWED, - uvE o / - DEAD LOAD: 10 LBS. PER/SQ.FT. Ip FLOOR LOADING: 1ST FLOOR 1 st FLOOR WALLS: �LIVE PER W - LIVE 50 40 L. 2x6 OR 5.1/2" EXTERIOR WALLS ® 16"O.C. W/7/16" OSB SHEATHING LOAD:: 40 LBS. PER/SQ.FT. DEN/ 1/2" GYPSUM WALL BRD., TYVEK VAPOR BARRIER 1/2x6 B&BTR CLR — DEAD LOAD: 10 LBS. PER/SQ.FT. STORAGE CEDAR SIDING, SHAKES & CORNER BRDS. c: _ (SEE OWNER FOR COLOR) 0 _ u/2' T 8` 3' 2' 3' 8' 5.1/2" '— CD 0] 1 st FLOOR: w U 11.7/8"JSI/125 SERIES 0 16"O.C. FLOOR JOISTS W/3/4" N z 11.7 8' BSI 125 0 16'OC T&G OSB PLYWOOD SHEATHING GLUED & SCREWED. II • ' BASEMENT FLOOR WALLS: o •,' ` ,, j 3.1/2" PLANKET INSULATION R-11 cn BASEMENT w w � ^ .1 __j Q Q • ; r 14' a' FOUNDATION: F- 18, 0" cv Q •"' 8 CONCRETE WALL W/2x6 P.T. SILK PLATE & SILL SEAL F_ T.O.W.= 7 —10 9' 0" 9' 0" • ' 16"x8" CONT. CONC. FTG. 10 T.O.F.= 0'-0" SEE FOUNDATION DETAILS ON SHEET "D-1" e CONC. SLAB RIDGE VENT W 4'x14' BRD MI ROLAM CIROSS SECTION ' 'I'D JD RIDGE . 5• ARCH t0.LUUil�AWY ICE dt WATER DO X-HR BEAM SHIELD MN. co co h 2x10 RAFTERS m 3' 3-1 4' 5-1/2• 0 lrOc C,2 BAND I~ 0 RAIL .d 11.7 JSI 125 O 16'OC co co 14 RISERS 0 7J3ii// 6` ,,��-SIC 0 13 SE NOSING EA./ 8 � � P � I cm 1/t/ 12 .r., �.., LO H 3 ��� Q CO U. : m G TIiOOM % 2x10 RAFTERS GREATROOM A a 3 8'. ; .... .... ,� 016'OC r�'i 11.7 125 O 16`OC i .-� (D BSI O I IUND SUN Go cr a � 13 tIM0 . 11<EA. ; ! SPACE N ' ;fir' 6�/ � � • � k ` l ` 5.1/2` 7' 6-1/2' 17 BASEMENT ' 11 2' a II" 6x6 PT GIRDER ENGINEERS STAMP: ••••••••••••••• n NOTE: 12` SONO—TUBE CONC. ' '' • 7 HUED 0 MIN. 48` BELOW GRADE Wl 24' BIGFOOT ` FOOTING TYP_2. • (TOY . 4' CONC. SLAB JOB# 020304 C AR ® S S S"ECTION "A -A " 11 v I DATE: 021504 C� 0 S S SECTION � Slimc e ; 2x6EXT. WALL CONST. W/ 1/2" WALL SHTH. do P.T. BOTTOM PLATE 5/8'xlf ANCHOR BOLTS @ 48°0.C. GARAGE I 41coNc.SLAAB P � FINISH GRADE 8"MIN.BELOW T.0.W.do GRADE MUST DROP 6" IN 10 'ANAY FROM STRUCTURE AS PER CODE O • ' .. • ' .=6 �� 8"POURED CONCRETE FROST WALL J I-- ctf � .� o - C) O wJ in Nb PROVIDE B ITtM INOUS TAR aAIP PROOFING IS _ -* • ALLOWED BUT MUSIC BE DRY FOR INSPECT ION - BASEMENT l ;, ' , o `t BEFORE BACKF ILL BEG INS o - - —ry 00 ` Lo i SANDY SO IL BACK F ILL ADDRESSING FOOT ION WALL.AS REQU I RED w -� 00 iikc • 0 0 , PROV IDE 12"LONG#4 VERT ICAL REBAR P INS FOR HOR IZONTAL SMEAR•48"O.C. (TYP.) 16"x8"CONT.CONCRETE FTG.W/2-#4 COKE.KEBABS � W NOTE: 4" 8" 4" T.0.W. gOP OF WALL 4 - �FIELD APPLIED GIRDER BLOCKING T.0 F. OP OF FTG.� '-4"0 '-0" _ 0'— " AS REQUIRED . _ 16 �� T.O.S.— 4 6 COWACTM GRIMEL W/ T.O.F.= 0'-0" . 6M IL POLY.VABPOR BARR IER - 1 O 10 AS DETERM IPED M'LOCAL CODES - W • - II • 0O • W 2 G I �' • ' r� I }- 3 SECT ION • • w z • FOUNDATION WALL L LJ J � W = WALL WIDTH FND-P E -� Q Q H = WALL HIEGHT 4 SECT ION SCALE = NONE I— U a ' MINUS 2" " �� (� � G = GIRDER WIDTH +2 FND-P SCALE = NONE 2x6 WALL CONSTRUCTIM 616' O.C. BEAM PKT . DETA I L w/I/r WALL WA (TYP.) 5/fAr ALgLOR a1514nt W/ 20 D(T.TALL OOWST.w/ 21 P.T.SIL PIAE t Sli SEAL �068 V2' SMTH.&P.T.BOTTOM PLATE 5/8"x16"MICFgR BOLTS•48'b.0. F IN ISH GRADE 8"M IN.BELOW T.0 3.do GRADE MUST — v DROP 6" IN 10 'AWAY FROM STRUCTURE AS PER CODE 4"ff II�ORCED CONC.SL.AB W/6x6 5/SNNYF � � • 1'1l IN.ffLOW SURFACE do 4 90' 16"•2410.C. P ITCH FLR. 1/8"P/Ft. REBAR (RE It�FORC ING AS RQU IRED BY STATE CODE) 1 8"POl1RED CONCRETE FROST WALL J � � F IN ISH GRADE 8"M IN.BELOW T.0 AV.&GRADE MUST � T.0.S:7 �_6�� � —_ - DROP 6" IN 10 ''AWAY FROM STRUCTURE AS PER CODE 2x4 WALL CONSTRUCT ION•M IN.24"O.C.W/3.1/2"F.G. 1 • _ INSU.AT ION do 1/2"GM WALL BIRD OR R 19 • +I 1 INSU AT ION IN FLOOR SYSTEM —" • 8 POIJIRED CONCRETE FROST WALL PROVIDE I 00 C BASEMENT B TtM INOUS TAR DAMP PROOF ING IS cq ap • � � ALLOWED BUT MUST BE DRY FOR INSPECTION �j i • PROVIDE B ITUI IN OUS TAR W PROOFING IS BEFORE BACKF ILL BEG INS •� �+ T AL LON D BUT 07 ff DRY FOR INSPECT ION w �� .� A Z �. ►� I` l� _ BEFORE MW ILL BEGINS ' SAPDY SOIL BACK F i '"' tl ADDRESS ING FOUNDAT ION WALL AS REQUIRED � (D � SANDY 90 IL MM F ILL ADDRESS ING -- `-- . FOOT ION WAIL AS REQU IRED ,� � A � •Q PROVIDE 12 14 VERT ICAL REBAR P INS FOR HOR IZON1'AL � bb q SHEAR•48"O.C. (TYP.) .. PRDV LOE r2,'LONG vERT ICAL REBAR P INS FOR HOR IZOMTAL 6' COMPACTED GRAVEL W/s hL o _ . SMEAR•48' O.C. .) Par VAPOR BARRIER AS "xs"CONT.00NCRE�E Frc.w/2- 4 CONT.KEBABS .� cr r 00 ,' „ BY LACK. CODES (TYP.) T.0 J. LOPP OF WALL 8 '-0" a' o 0 16 'x6 C�If fE FTG 1W/2- 4 OONT.REBNRS T.O.S. OF SLAB 0 '_4" TA.W. OF WALL 4 -4 CONC. SUB ' T.0 F. OF FTG. 0 '-0" T.0.F. OF FTG. 0 '-0" 4 8L4,, : . . 16 6 M'ED COMI)I GRAVEL_ W/ Lall IL ICY.VII�O(R BARK IER o0 � .� f � � , ,• • � , ,a � AS DE1 USED BYLOCAL CODES o � --e- BNGIl�TEERS STAMP: N 4'1 8" 4 0 P. 16„ SECTION 2 DATE: 06/01/03 SCALE = NONE SECT ION FND P 1—p SCALE — NONE ---