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HomeMy WebLinkAbout04070001 Building PlansV ? �t 9 W CORNER OF THE SW QUARTER OF ECTION 29, TWP 18 NORTH, RANGE 3 EAST 8 I 6 5 ( 4 30 1/4 HP - MAX. SOLIDS 1/2" SPHERE - 1 550 RPM 25 20 .i I 0 5 10 15 20 1 25 3Q 35 40 45 23.4 30.9 U.S. GALLONS PER MINUTE (467.4 gallons per 20 minutes with a total head of 9.2') PUMP DISCHARGE CURVE HYDROMATIC VS25 (NO SCALE) TRENCH # EXISTING GRADE ELEVATIONS AND TRENCH DEPTHS ALONG PROPOSED TRENCHES PROPOSED TRENCH BOTTOM ELEVATION INLET MIDDLE END 1 100.1 18" 99.9 16" 99.6 12" 98.6 2 100.1 18" 99.8 14" 99.5 1 1 " 98.6 3 100.0 18" 99.7 14" 99.6 13" 98.5 4 99.9 18" 99.7 16" 99.6 14" 98.4 5 99.9 18" 99.6 14" 99.5 13" 98.4 6 99.7 18" 99.6 17" 99.1 1 1 " 98.2 7 99.6 18" 99.6 18" 99.1 12" 98.1 8 99.4 16" 99.6 18" 99.1 12" 98.1 9 99.4 16" 99.6 18" 99.1 12" 98.1 JE G E ;; DIRECTIO^,i ur rLC>t'r XXX.X - INVERT ELE ATICIH XXX.X - PROPOSED ELEvATi01) - EXISTING EXISTING TREE LAND DESCRIPTION: Part of the North half of the South half of the Southwest Quarter of Section 29, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Beginning 1407.15 feet South 00 degrees 00 minutes 00 seconds (assumed bearing) of the Northwest corner of the Southwest Quarter of Section 29, Township 18 North, Range 3 East and on the West side thereof; thence South 00 degrees 00 minutes 00 seconds on and along the soi J West line, 135.00 feet, thence North 89 degrees 47 minutes 20 seconds East parallel with the South line of the North half of the South half of said Southwest Quarter, 440.00 feet; thence North 00 degrees 00 minutes 00 seconds parallel with the West line of said Southwest Quarter, 135.00 feet; thence South 89 degrees 47 minutes 20 seconds West parallel with the South line of said North half, 440.00 feet to the place of beginning. FLOOD NOTE: Based on a scaled interpretation )f FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO205F, for the Homilton County, Indiana, effective February 19, 2003, the within described real estate DOES NOT LIE within a Special Flood Hazard Area Zone A, as established by the Federal Emergency Management Agency for the National Flood Insurance Program. NOTE: The elevations shown are based upon an assumed elevation of 100' and are not U.S-G.S. elevations. 1 = 30 CIRCUIT THAN THE AUDIO/VISUAL ALARM OITFLOW INFLOW FROM .-HIGH WATER ALARM 0 15 FIELD 30 LIGHT AND HORN 60 JE G E ;; DIRECTIO^,i ur rLC>t'r XXX.X - INVERT ELE ATICIH XXX.X - PROPOSED ELEvATi01) - EXISTING EXISTING TREE LAND DESCRIPTION: Part of the North half of the South half of the Southwest Quarter of Section 29, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Beginning 1407.15 feet South 00 degrees 00 minutes 00 seconds (assumed bearing) of the Northwest corner of the Southwest Quarter of Section 29, Township 18 North, Range 3 East and on the West side thereof; thence South 00 degrees 00 minutes 00 seconds on and along the soi J West line, 135.00 feet, thence North 89 degrees 47 minutes 20 seconds East parallel with the South line of the North half of the South half of said Southwest Quarter, 440.00 feet; thence North 00 degrees 00 minutes 00 seconds parallel with the West line of said Southwest Quarter, 135.00 feet; thence South 89 degrees 47 minutes 20 seconds West parallel with the South line of said North half, 440.00 feet to the place of beginning. FLOOD NOTE: Based on a scaled interpretation )f FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 18057CO205F, for the Homilton County, Indiana, effective February 19, 2003, the within described real estate DOES NOT LIE within a Special Flood Hazard Area Zone A, as established by the Federal Emergency Management Agency for the National Flood Insurance Program. NOTE: The elevations shown are based upon an assumed elevation of 100' and are not U.S-G.S. elevations. 4" ASTM -D 30341 SDR -35 SOLID PVC PRIMARY „ DISTRIBUTION BOX 440.00 S 89° 47 20 W I INLET INr 1000 GALLON -- EXISTING GARAGE 1000 GALL N TO 6E REMOVED SEPTIC TANK DOSING TAP K IPJV=95. i r, - i INV -95.5 CI a,RU ION ED Z �I �� I,:�E: �r 9 1 / 30.2 jz 32;:00' 12 OF 4" ASTM -D X034 INV=95 x w i INV='96-5 SDR -35 SOLID PVC �� NV=94.8 PROPOSED (� I I 3 IX; EXISI BARPNG EYI TN E;<ISTING ADDITIONS G-- -- - (I ! ------ HOUSE 0D - PP.OP%E TANK--_/ / ! EXISTING µ G' 141 �- I-1 :0 J WATER LINE -� RJV-96.1 SCR 1 SOLIb PVC I 1.5" ASTM -D 2241 - - - - �D�Ir,Jy=96-6 20,:00' SDR -21 SOLID P \/(_ �,�•� 4' - ! SECONDARY O' I , h _ DISTRIBUTION BOXINV-96.0y- b>INLET INV. 99.412.00' C,o0m o ---4"ASTM-D 2241 o1 //O 00 06 7 IN - SDR -21 SOLID PVC OUTLET GARAGE > -AL-)CTYC VERT=.8 N \• 24.00' o 1 I I © n �0 II` ,/Q-�._'-- '-�/ w Slee I L•i+ i (' :O1ICjIA - ��, ly �Ln PROPOSED C ��� , , 8•, l'� u i �� DRIVEv/SOIL / / / BORING f 001 Col CM1 )1 11 J11 J it, J 96.4 . �P T � ---- -- . INV=958;/ - - - D 440.00 N 89' 20 ELncoFlr, g 8 6 O �O z n (NO SCALE) SYNTHETIC FILTER FABRIC NISH GRADE 12" MIN. I�i1 , 1, EARTH BACKFILL I I I A 2" MIN. GRAVEL COVER ON TOP EXISTING GRADE /OF PVC PIPE PERFORATE 10" MIN. PVC PIPE 18" MAX.6„ WASHED DIAMETER GRAVEL 36" ABSORPTION TRENCH DETAIL PERIMETER DRAIN TO BE 24" BELOW TRENCH BOTTOP ELEVATION OF NEAREST ABSORPTION TRENCH 5 (NO SCALE) -FINISH GRADE 12" TOPSOIL �I�11�tE� rt��Ir/ I ! I�� 1 ' i ._ (SEE NOTE #12) SYNTHETIC FILTER FABRIC 4" MINIMUM PERFORATED DRAIN PIPE 4" I I 4" SUBSURFACE DRAIN DETAIL "A -A" (NO SCALE) 4 3 THE EFFLUENT PUMP IS TO BE WIRED ON A SEPARATE ■ CIRCUIT THAN THE AUDIO/VISUAL ALARM OITFLOW INFLOW FROM .-HIGH WATER ALARM ELBOW TO FIELD LIGHT AND HORN SEWAGE DISPOSAL SYSTEM SPECIFICATIONS o V DOSING TANK FRICTION LOSS 1.8 FEET Required absorption field system: DISCONNECT 0 8" min. ELEVATION HEAD 7.4 FEET a. 3' wide trench (see cross section) FLOW TOTAL DYNAMIC HEAD 9.2 FEET POWER b. 8' minimum spacing - center of trench to center of trench00 2„ o U CONDUIT c_ 600 lineal feet absorption trenches minimum 1.5' min. - " 1.5' min_ 2. 1-1000 gallon septic tank minimum with access riser and double lid BOX HYDROMATIC VS25 PUMP 3. Piping specifications PUMP CAPACITY 30.9 G.P.M. ACCESS HATCH TO BE LARGE ENOUGH ji • FOR PUMP REMOVAL AND MAINTENANCE Q of ASTM -D 3034 SDR -35 solid plastic line from septic tank to dosing tank 1 j�-LIF-PING 42' OF 1.5" PVC - SDR -21 O �5 ¢� `� / CHAIN d. 4" ASTM -D 2241 SDR -21 solid PVC from distribution box to trenchesIt (DRAIN BACK = 5.0 GALLONS) INV=95.0 FROM SEPTIC TANK GUIDE RAILS e. 600' of 4' ASTM -D 2729 perforated laterals - 5 @ 60' EACH + 4 @ 75' EACHz INV=94.8 � z ,6 o / TO FIELD , � 00 a Q i 0 NO O ALARM 94.7 w CHECK 1. There shall be a mandatory pre -construction meeting with the Hamilton a a VALVE ON 94.2 1 2. Construction of septic System will commence when soils are dry. CARMEL CONCRETE, 1000 GALLON DOSING TANK 3- System was designed and shown with the intention of the laterals being installed BREAK STORAGE VOLUME = 20.5 GALLONS PER VERTICAL INCH 467.4 GALLONS AWAY 4. No clay fill materials will be placed over absorption field. 5. Absorption field shall be finish graded to obtain positive surface drainage away from FLANGES Z OFF 92.3 the field. Any finish grading done in area of absorption field will be done with light equipment. CONCRETE rs: 6. No compaction from construction traffic to be allowed in absorption field area. It is PEDESTAL wx x w�,.I p z cn v) 1000 GALLON DETAIL DOSING TANK 4" ASTM -D 30341 SDR -35 SOLID PVC PRIMARY „ DISTRIBUTION BOX 440.00 S 89° 47 20 W I INLET INr 1000 GALLON -- EXISTING GARAGE 1000 GALL N TO 6E REMOVED SEPTIC TANK DOSING TAP K IPJV=95. i r, - i INV -95.5 CI a,RU ION ED Z �I �� I,:�E: �r 9 1 / 30.2 jz 32;:00' 12 OF 4" ASTM -D X034 INV=95 x w i INV='96-5 SDR -35 SOLID PVC �� NV=94.8 PROPOSED (� I I 3 IX; EXISI BARPNG EYI TN E;<ISTING ADDITIONS G-- -- - (I ! ------ HOUSE 0D - PP.OP%E TANK--_/ / ! EXISTING µ G' 141 �- I-1 :0 J WATER LINE -� RJV-96.1 SCR 1 SOLIb PVC I 1.5" ASTM -D 2241 - - - - �D�Ir,Jy=96-6 20,:00' SDR -21 SOLID P \/(_ �,�•� 4' - ! SECONDARY O' I , h _ DISTRIBUTION BOXINV-96.0y- b>INLET INV. 99.412.00' C,o0m o ---4"ASTM-D 2241 o1 //O 00 06 7 IN - SDR -21 SOLID PVC OUTLET GARAGE > -AL-)CTYC VERT=.8 N \• 24.00' o 1 I I © n �0 II` ,/Q-�._'-- '-�/ w Slee I L•i+ i (' :O1ICjIA - ��, ly �Ln PROPOSED C ��� , , 8•, l'� u i �� DRIVEv/SOIL / / / BORING f 001 Col CM1 )1 11 J11 J it, J 96.4 . �P T � ---- -- . INV=958;/ - - - D 440.00 N 89' 20 ELncoFlr, g 8 6 O �O z n (NO SCALE) SYNTHETIC FILTER FABRIC NISH GRADE 12" MIN. I�i1 , 1, EARTH BACKFILL I I I A 2" MIN. GRAVEL COVER ON TOP EXISTING GRADE /OF PVC PIPE PERFORATE 10" MIN. PVC PIPE 18" MAX.6„ WASHED DIAMETER GRAVEL 36" ABSORPTION TRENCH DETAIL PERIMETER DRAIN TO BE 24" BELOW TRENCH BOTTOP ELEVATION OF NEAREST ABSORPTION TRENCH 5 (NO SCALE) -FINISH GRADE 12" TOPSOIL �I�11�tE� rt��Ir/ I ! I�� 1 ' i ._ (SEE NOTE #12) SYNTHETIC FILTER FABRIC 4" MINIMUM PERFORATED DRAIN PIPE 4" I I 4" SUBSURFACE DRAIN DETAIL "A -A" (NO SCALE) 4 3 4" 14" SUBSURFACE DRAIN DETAIL "B -B" 3 (NO SCALE) Call 1-800-382-5544 2 WORKING DAYS BEFORE YOU DIG. IT'S THE LAW"' INDIANA UNDERGROUND PROTECTION SERVICE, INC. CAUTIONII THE LOCATI❑NS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLE VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL 'HOLEY MOLEY' 1-800-382-5544 TOLL FREE 1 ■ TO OITFLOW INFLOW FROM ELBOW TO FIELD SEWAGE DISPOSAL SYSTEM SPECIFICATIONS o V DOSING TANK BAFFLE 1. Required absorption field system: 0 8" min. U a. 3' wide trench (see cross section) FLOW Ew.., 6" b. 8' minimum spacing - center of trench to center of trench00 2„ o U c_ 600 lineal feet absorption trenches minimum 1.5' min. - " 1.5' min_ 2. 1-1000 gallon septic tank minimum with access riser and double lid BOX DETAIL 3. Piping specifications a. 72' of 4" ASTM -D 3034 SDR -35 solid plastic line from house to septic tank b. 6' 4" y W1 X �U Q of ASTM -D 3034 SDR -35 solid plastic line from septic tank to dosing tank o ¢ o v w N C, 42' of 1 .5" ASTM -D 2241 SDR -21 solid PVC from dosing tank to distribution box O �5 ¢� `� d. 4" ASTM -D 2241 SDR -21 solid PVC from distribution box to trenchesIt a w e. 600' of 4' ASTM -D 2729 perforated laterals - 5 @ 60' EACH + 4 @ 75' EACHz � z ,6 o f. All Hamilton County and State of Indiana Standards to apply W , � 00 a Q i 0 O �a GENERAL NOTES w w � 1. There shall be a mandatory pre -construction meeting with the Hamilton a a County Health department prior construction of any port of the septic system. EPa 1 2. Construction of septic System will commence when soils are dry. 3- System was designed and shown with the intention of the laterals being installed at minimum depths and therefore more permeable soils. 4. No clay fill materials will be placed over absorption field. 5. Absorption field shall be finish graded to obtain positive surface drainage away from Z O the field. Any finish grading done in area of absorption field will be done with light equipment. rs: 6. No compaction from construction traffic to be allowed in absorption field area. It is wx x w�,.I p z cn v) suggested the area be isolated by fencing or other means- W Q z r 7. Existing elevations shown should be verified before construction begins. Design shown 8. is based on elevations shown. Septic system design was based upon Hamilton County Board of Health W x W 5 11;L;z w i recommendations. ,.a 5 v' 9. Following installation and prior to back filling of septic system trenches, Hamilton = ¢ U Q w County Board of Health shall be notified for inspection. Q Q 10. Surfaces, connections, and accesses to all tanks are to be sealed watertight to a Pr4 C7 prevent water leakage into system. W h w zj 1 1 . All absorption lateral trench bottoms shall be level along their length. w 12. The perir-leter drain trench located upslope of the absorption field shall be "L" U > U backfilled with coarse gravel to a point no more than six inches from the ground surface. 3 SECURE GAS TIGHT COVER FINISHED GRADE o 161 �� �� �,� �G �o <G z CQ �� z Qa x N I eBii alb � c o o r La E- e INSPECTION MANHOLE r } PLUG 1 " MIN. 3MIN. 4- " .15 "D MIN z INLET INV=95.5 LIQUID LEVEL OUTLET ' MIN. INV=95.1 " T �8"-1 .4„„D„4" �- TO 6" Q 2' s'i{ "D" 2 I 2" z LIQUID DEPTH mo J 30" TO 78" W REINFORCED CONCRETE GAS DEFLECTION Q z BAFFLE s W w w X o' f..: L_ 102" - INSIDE LENGTH 1000 GALLON SEPTIC TANK DETAIL ,�` G\STfR 102" 66" - "°1 x 111 (NO SCALE) o °. STATE OF ... NDIANP. ` N� �. NAL PATRICK D- CARL P.E. 100001111 4" 14" SUBSURFACE DRAIN DETAIL "B -B" 3 (NO SCALE) Call 1-800-382-5544 2 WORKING DAYS BEFORE YOU DIG. IT'S THE LAW"' INDIANA UNDERGROUND PROTECTION SERVICE, INC. CAUTIONII THE LOCATI❑NS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLE VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL 'HOLEY MOLEY' 1-800-382-5544 TOLL FREE 1 d z` d TO OITFLOW INFLOW FROM ELBOW TO FIELD o V DOSING TANK BAFFLE 0 8" min. FLOW 6" min. 2„ 4" min. 1.5' min. - 1.5' min_ DISTRIBUTION BOX DETAIL (NO SCALE) 4" 14" SUBSURFACE DRAIN DETAIL "B -B" 3 (NO SCALE) Call 1-800-382-5544 2 WORKING DAYS BEFORE YOU DIG. IT'S THE LAW"' INDIANA UNDERGROUND PROTECTION SERVICE, INC. CAUTIONII THE LOCATI❑NS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLE VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED, THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL 'HOLEY MOLEY' 1-800-382-5544 TOLL FREE 1 PROJECT NO. W04-0305 a r N d z` d i; o V G 0 % Q N O CIDU w � � o o Q 0 O �a w w � � a SHEET NO. 1 Of 1 PROJECT NO. W04-0305 a r N A,F,e r?DW-.ng�a os3W L cA A•3 SeE rnabAE'P- VE:TJML oq A• 3 PATTERN PORCH AFTER THIS LOOK FRONT ELEVATION HORIZONTAL SIDING VFNTII .,ATE.: ROOF TO 1/300TH OF INSULATED CEILINe ^ PEA 4" WEEPING TILE c/w VERIFY LOAD BEARINGS CONDITIONS PROTECTIVE MESH FILTER 9 LEFT ELEVATION NEW PORCH ON EXISTING FOOTER ®® RAPT! ® C1 ® COPYRIGHT PROTECTION 19 p� �FSIG, Pti' F, ®®®®®®®®®®® ALL WORT' /5 TO BE PERFORMED IN C011fi L ONCE !0/T14 THF WTFRN-1 770V a=5/Lk1V'1 Al. LODE 200_0 REFfi7E' TO T14/8 CODE REVISIONS BY a f Ed 4H a 4 � m Q�z �! QQ Z.-4 Z CNI J � H —J w 00 C) 9=31 C:k m w M cu LAJ � 40 > l V J O Q IL O 00 _Wt O I- r 2 a z z c' 4� I m Q�z QQ CWECKED BY O � � Q 06 ca tu z - V cu LAJ re GI W l V Q IL a z z c' l I I m Q�z QQ CWECKED BY O QZ t 1F1! DATE January 15, 200 09 ZZ X 4 L p N w LAJ re GI W d IL Q ILL Z�Q1� L > W C 11 V i rL i N 0CID Z ?in W �N 0. M m OC M O V 3 m C O V z a z z J.W.Scales �o DRAWN BY Q�z QQ CWECKED BY O QZ t 1F1! DATE January 15, 200 09 ZZ SCALE I/4" - I FOOT w ILE NAME I I I 0 9 4 qp ,� '�r'�i_='��=Tii�irZi'�i Tri 'LTi■ via mi VENTILATE ROOF TO 1/200TH OF INSULATED CEII ING AREA EF TI- EXISTING STRUCTURE on mom 11111! !11111 = = .MEN] ISON 111�tI X11111 - — — 11111! !111111 EXISTING FOUNDATION MEMO ON NMI mom IN mill III go mom IN mom HORIZONTAL SIDING -11 INK, BMW IMF 000�� I A/_ � Svp�.• -V m OR 40 9` Cldw ® COPYRIGHT PROTECTION 411) ® '® 4111, S I G V4.4` Ay ®® ®® �FI CA L ALL lIAZWK /5 TO BE PERFORMED IN COMPLIANCE IUITi4 THE INTANNAT/ONAL RESIDENTIAL CODE 1000 ANY DISCREPANCIES ON PLANS m i .I_W_�r_aIPS VICFii,lii'{ P i _ CHECKED BY DATE January 15, 2004 SCALE 1/4" . I FOOT BILE NAME a I I 0 I I I n�W 0 m LO z Z J O J W 000 0 O 9=O m M Im :s o6 IL O u1 -0 (D J O cu CD J 0 00 O L U L� 2 .32 i .I_W_�r_aIPS VICFii,lii'{ P i _ CHECKED BY DATE January 15, 2004 SCALE 1/4" . I FOOT BILE NAME a I I 0 I I I n�W 0 m t ( — c: .. c: ^ i LIJ Q o6 ccs u1 -0 (D Z %5 cu CD L U L� Q i .I_W_�r_aIPS VICFii,lii'{ P i _ CHECKED BY DATE January 15, 2004 SCALE 1/4" . I FOOT BILE NAME a I I 0 I I I 0 m 0 X/ LMM LIJ t7 'T w N N W d V �,LL -4 �NJ Z� NO L� 13 a .32 o f m a v Z WAN CD N �NtO I*- M � ,. q P r C u L 0 u m z i .I_W_�r_aIPS VICFii,lii'{ P i _ CHECKED BY DATE January 15, 2004 SCALE 1/4" . I FOOT BILE NAME a I I 0 I I I fi CONCRETE FOOTING 1611 X 81' 32`-0a 9'-9" SER EGRESS WINDOW W/SCAPEWEL UNITS 5' 5'-0" 12'-0" 1------ ---------------------------------------- -------------------- , , PERFORATED DRAIN I 1 ----- ---- ' -4" x -0" ADD PERFOR .----------------------------------tr--------------------- --- -------TO SUMP-PIT----------------------4----4-----------------------4=4-=4-�u---------- - 1 1 1 1 1 0, d p d v• d D a _ _ o, 1 -- 1 O 1 EJECTOR IT PUMP I 1 1 ' PIT 1 • a 1 L E 1 ,/ 1 11 1 I 1 ; 'tom 1 °• I i/8" RFPI 90 16" 4"x8"xIO811 POURED CONC. 1 1 R05EBURCa ENGINEEREDI-JOIST WALL C i i 9090 O 1 I i '•a ; 16°X8° FTG' I 1 1 1 I p 1 11 0 1 1 1 4 I LANflING 1 1 1 1 r ----------- ---------- ---------- I P 1 1 ' i ; i i i i i •a ' - ' --- --- -- --h:16"X 10" IrPOTIRCI U, X RFt;9 PI l0 1" O.C. ; o tu p 1 1 1 /' 11 , 1 I • , I I I t 1 1 I ; /, ; I t 1 / 1 t ° 1 3'-6 1/I6" 1 1 , ' 1 • 1 t �1 ; � ; I I + - - ,_ a IL \L ��L �L _ _�_�• 1 11 I t 1 -- 1 1 11 1 1 1 1 1 I 1 ------- ' t 1 4tl 1 1 , 1 2-6 , , , it - 1 I CONC, SLB I I 1 ` ' 1 ; i ; °•� ; I 1 i i I 411 (MIN.) GRAVEL FILL i �• i - - - - - - - - - - - - - • ' 1 1 1 1 1 I t , I 1 I 1 , k 1 1 1 I 1 1 1 1 1 REM VE EXISTING BLO K WALL I 1 � 1 0 1 } I I t t O• 1 II 4 J 11 �— I ♦� I 1 1 \ t I 1 1 L 1 ' -- 3 1/8"X15GLULAM B,-. ,I I I $EBURC: ENGINEERED I -JI ; ; 1 :! 1 \ \ I 1 ; i i ° I• l/8" RFPI 50 16" ' ' I . • a 11 ' ' ---------------------- - - - - -- --------------------- ' --- --- \ ------ -- ----- 1 1 I t• , 4 1 ---------- +---_ - . - 1 , `------- , o a o �a •e o. . o 0 oa a . or a o oo •` ; OUGN-IN s I 1 ----------------------------------------- ---------------------------------- ------ --------------- SA i 'I TN --------------- T OF FIXTURES t I AG 2!n CONCRETE FOOTING 1611 X 81' 1 1 1 r `• 1 1 CONCRETE FOOTING Q i e- - '� IC 11 1 i c ; 1011 X 8" L ' ' 1 I = v t V - - - - -• ^ - - - - - - - - - - - ^ - - - - - - - - - - _ - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - • ° 4 1 1 ' 1 a i l2� Da 121-0" Z 1 1 1 1 1 1 1 1 1 1 O1 1 I •4 t I lU X I a l I p 1 1 1 1 1 1Ul -'1� 1 I I 1 �y 1 • 1 1 1 O I I ,• 1 1 ° 1 I 1 1 1 U Ia 1 IX' I 1 1 1 I v 1 " I 1 I D 1 I I 1 1 1 1 a 1 GARAGE SLAE? 1 p 1 1 I 1 1 1 O 1 4" CONCRETE SLAB W/ 6 x 6 10/10 WWM, ' I 1 (AS REO'D OVER 4" GRAVEL BASE (3500 P.S,I,) I D I 1 • I t 1 I 1 1 v 1 1 1 1 p 1 t 1 1 I I O 1 1 1 1 1 d l 1 • 1 1 ' 1 t o 1 I I 1 1 i o DROP ONE COURSE "L" BLOCK ; -------------------AT-GA5ZAGE 0nOR..0PEN1NC36---------------- p` • v • p v o. p 4 C -. v a • P 4 D •. - a d • D G v e • � , 4 ----------------------------- ------------------------------------------ 2' CONC, APRON 2'-tO V211 ISI -3u 2'. Ip I/Zu IBASE E 892,1 SOFT, INSIDE BEARING ELECTRICAL COUNT SYMBOL light h 4 to outlet 1 O outlet 220v W 0 Pull chat" light 1 C smoke detector 1 LU 00 switch 2 ca m switch 3 way 1 $3 0 N n t S 00k kh `S ak ®�9RAtTl � ® COPYRIGHT PROTECTION my OFSIG��� ®® OAF J CA ALL !WORK /5 TO BE PERFORMED IN COMPLIANCE IU/TN THE INTERNATIONAL RESIDENTIAL CODE 2000 ANT' DISCREPANCIES ON PLAN5 REFER TO THIS CODE QFVISIdNS BY z L. DRAWN 13Y W 4 to C) L O d W 0 •• iC� W O 1.-. .J LU 00 O O ca m W M N @7 W >i Uj LL O } CIO U J Z a J 00 0 Q T * W Q. - z L. DRAWN 13Y W 4 to 0 O D CHECKED BY W 0 •• iC� 4 O06.i.. Q Z SCALE 114" - I FOOT L4J Q N @7 W -4 Uj - V CIO U J Z a Uj U Q 13 > Iq z J•W•SCaleS DRAWN 13Y 4 to 0 O D CHECKED BY W 0 4Z 4 0 t N Q Z SCALE 114" - I FOOT L4J N @7 W -4 V , L-. 1z LD IL 0 Q q N L4jN J Z a Z 13 > Iq * W Q. - 44 U O W N It M C / CDN10 m cc d'E*- M a C 0 t 0 U 3 m z z J•W•SCaleS DRAWN 13Y 4 to D CHECKED BY W 0 4Z U 1Ft1 fD DATE January 15, 2004 Q Z SCALE 114" - I FOOT Utul VILE NAME , rj 6 X 4'-6" 4'-0" x 3--0" crv(sirttCXt:U E3EAM FLUSH WITH EXISTING RIM JOIST HOSE BIB DUE TO UNEXPOSED AREA EXPOSE AND DETERMIN BEAM SIZE LAUNDRY SINK BASIC ELECTRICAL LAYOUT IN RENOVATED (OWNER TO LOCATE ; VEIRFY. ELECTRICAL COUNT SYMBOL ceiling fan spotlights 2 I C -- U exhaust fan light I FAO U. Can Light recessed can light 3 O I W OO WCf) small vanity bar light 2 LLL 0 wall mount I 6 h GFCI 48 in o.f.f. 4I 48" O.F.F. garage door outlet 2 ADO light 10 outlet 14 outlet 220v I outlet Sri switch e switch 3 way g 13 switch 4 way fide -des i on laucut Turn i sh,5�-rl Inti enimncip. ®® VR A F J1� ®®� ® COPYRIGHT PROTECTION ® O IJFSIG,4 ti CAL SF ®® ALL WORK /S TO BE PERFORMED /N COtIPL/ANCE WITH THE WTERNAT/ONAL RE5/DENTIAL CODE 2C):P ANY D/SCREPANC/ES ON PlA)VS REFER TO TNI& CODE m X 0 Q � � m N N L a CSC � w N V 0 Z QMH a U fL C= M D 10 fl- N Cr Cl) WttN M o m N It > 0 M oe r C 0 u m 0 U Q) z Z z DRAWN BY J•W•Scales CHECKED 13Y �0 Q N DATE January 15, 2004 O zSCALE 114"- 1 FOOT O �ILE NAME L. d' Q H N � Z LM N J O C1 &—a —J Ca 0 Co W OO WCf) LL LLL 0 W Q J00 00 0 LU Z '^ v m X 0 Q � � m N N L a CSC � w N V 0 Z QMH a U fL C= M D 10 fl- N Cr Cl) WttN M o m N It > 0 M oe r C 0 u m 0 U Q) z Z z DRAWN BY J•W•Scales CHECKED 13Y �0 Q N DATE January 15, 2004 O zSCALE 114"- 1 FOOT O �ILE NAME L. Q-/ LL Q 06 •� LU Z '^ v Xl Q m X 0 Q � � m N N L a CSC � w N V 0 Z QMH a U fL C= M D 10 fl- N Cr Cl) WttN M o m N It > 0 M oe r C 0 u m 0 U Q) z Z z DRAWN BY J•W•Scales CHECKED 13Y �0 Q N DATE January 15, 2004 O zSCALE 114"- 1 FOOT O �ILE NAME Al STACK DORMER ABOVE EXISTING WINDOW STACK DORMER ABOVE EXISTING WINDOW .L !x42 FKb 1 � I 1 I I , 1 I 1 I . , 1 11 it 11 II 11 x 'I1 1 ° P-tA ►!_T-DII'� l2oRM 1 Q 11 1 tl '11 11 ,I , 1 II 11 11 II II 1 , 1 1 I I 1, , I EXISTING ATTIC , I II t, � 1 1 I II I I NOTE: OWNER TO DECIDE ON EXACT LAYOUT OF CL05ET AREA. OPTIONS: 1) DOOR TO ATTIC 2) PANEL TO ATTIC y I I 1 I ,1 ':OPTION: CUBBY AREA 11 11 Y 11 � II , 1 - I{ Pmmsst Il. _ „ I I - „ 1 1 1 , , I 1 1 , 1 1 I �__________________________ LL �.1l11�tlOVIC-.._ . \V(N t70V✓ NOTE: MEASUREMENT ARE APPROX, TO EXISTING ROOM. ADJUSTMENT WILL BE NECESSARY, SECOND FLOOR / HORSE/GARAGE 414,4 SQ.FT, INSIDE LIVING AREA ELECTRICAL COUNT SYMBOL Exhaust fan light !. FAN vanity bar light I 4 0 0 0 0 Ln LA fight T ; PLACE ELECTICAL IN outlet 9 F I outlet gf l I (bon pull chain light 1 w M smoke detector 3 Q ----------- ----------------------------------- switch switch ------ b -----j------ switch 3 way 2 3 --------------------- -------------------- „ „ , I 1 1 , 1 1 1 1 1 1 1 , 1 , 1 „ „ 1 1 1 , -------------------- 1 , I 1 ------ - - - - - - - - I t 'i , 1 1 , BASIC „ „ 1 1 1 1 1 1 1 1 BASIC LAYOUT FOR ELECTRICAL (VERIFY) 1 I I , I , „ 1 1 , I II , 1 , 1 - - - - - - - - - - - - - - - - - - - - - - , 1 ---------------- --- ------------------------------------------ „ 1 1 1 1 1, 11 �1 t, 1 i 1 1 i , 1 , � 1 ' ' I ' ' 1 ' 1 Q WFZME.Yt ftlw rev- " lclLu i v •3TAC.K A1:jOV E l�� \�! INYJ,,Ov✓ ; ' Q x 1' 1 ' 1 I , i,t I 4IN (s) V-0° ( 4,- ou GAftt wlWflo�.V,5 SECOND FLOOR / DORMERS GOA . A . s; JQ 4CN ITECT 'VC COPYRIGHT PROTECTION 081 G14 �"v ®® FICA L SF ®® ALL WORK 15 TO BE PERFORMED IN COMPLIANCE WIrN THE INTERNATIONAL RESIDENTIAL CODE 2000 ANY DISCREPANCIES ON PLANS REFER TO TN/5 CODE J• } 4—C , 1 , ' 1 1 , Qa Q nom♦ Ln LA N Q ; PLACE ELECTICAL IN W GARAGE BONUS AREA (VERIFY) , 1 W 00 1 1 llm w M 4 N Q LL C� 1 it Uj-0 V W J 10•-4 6TA444 AftpoVr- Lowep- wllypaw O Q x �� p 4-0 •- Q I , 4� n 1 ' 4 C3 `, m t1 Q in o) Q N Z W `t �t N W�� v .m 11 ,1 0 1, �t'%m , ---------------- - - - - - - - - -------- - - - - - - - - - - - - - - - - - - - i (s) V-0° ( 4,- ou GAftt wlWflo�.V,5 SECOND FLOOR / DORMERS GOA . A . s; JQ 4CN ITECT 'VC COPYRIGHT PROTECTION 081 G14 �"v ®® FICA L SF ®® ALL WORK 15 TO BE PERFORMED IN COMPLIANCE WIrN THE INTERNATIONAL RESIDENTIAL CODE 2000 ANY DISCREPANCIES ON PLANS REFER TO TN/5 CODE zz J• } 4—C Qa Q nom♦ Ln LA N U Z W O H J W 00 0 d= t0 llm w M 4 N Q LL C� NrI Uj-0 V W J 10•-4 ■J.I 00 O zzN J DF L �� 2 p 4-0 •- Q zz J• DRAWN BY -Scales Qa 96 nom♦ CHECKED BY U a 0� O 0 c m �ILE O 3 4 N Q 0 NrI Uj-0 V Q 10•-4 Q C= zzN J DF L U >td p 4-0 •- Q zz J• DRAWN BY -Scales Qa 96 CHECKED BY U a 0� z W 0 c m �ILE O 3 4 N V NrI Q 10•-4 Q C= zzN J DF >td 4-0 •- Q 4� n 4 C3 `, m t1 Q in o) Q N Z W `t �t N W�� v .m 0 �t'%m M .. 0 C 0 y ID U 3 0 z zz J• DRAWN BY -Scales Qa 96 CHECKED BY Wo PATE January 15, 2004 0� z W SCALE 1/4" ■ I FOOT �ILE O 3 NAME gpp_�Y HEALTH DEPARTMENT DATE: PERMIT #: a oa=f Ic R 4 I' 240* Fiberglas Shingles (R-41) 150 ROOF FELT AIR VENT BAFFLE AIR FLOW IS NOT Ri 1/2" PL'i'W00D SHEe PRE -FINISHED ALUMINUM GUTTEF EAVE FLASHING , 1 4" SIDIi c-- i/2" SHEAT AIR BARF R13 BATT 6 MIL POI. w" GYPSt j+OU5 t finish grt slope frc V 4" DIA. PERF DRAIN TILE AS REQ'D. BY GRADE �II 8" x 16" Footirrz CRUSHED STO� unexcavated ground bottom of footing SECTIONS ,T RAFTERS NGINEERED RIDGE BEAM R-40 BLOWN INSULATION 5/8" DRYWALL -ATE ),G, 0515 Plywood Underlay (R-12) 1/8" Engineered I -Joist ,or insulation e4l vw 4" CONIC, SLAB WITH FIBER REINFORCEMENT GIacK VI§Queeny4P4 Min 4" Pea gravel REINFORCiNG BARS - Mtttisl�s C�vpskM 5/" 0.66 for- ,�ivSu.1-,lf VnA,7 l 3 o til67 � l 3 2 ��� GF�l6iI/T S►'v/�/� � . / S .9 i-� GENERAL MEASUREMENTS 4 LAYOUT PROVIDED BY OWNER nr�l"f7V1�Y� ■ �® �o� 4(V I'tCp&� G� A ® C'1 COPYRIGHT PROTECTION p �FSIGI ®®�v® �FICAL ®0005®®®® ALL WORK /S TO BE PERFORMED /N COMPLIANCE U!/TK THE I MBIZ)V 4T/ON.4L RESIDENT/AL CODE 1000 ANY D/BCREPANC/E5 ON PLANS REFER TO 7 141 CODE a a I I 0 0 Z' I I I 130 J•W•Scales Is DRAWN BY H 0 0 L7 ��'� N 0 cm d= m LU ch CHECKED BY O O W lL J Q J 00 O Ul F- r (D z to a a I I 0 0 Z' I I I 130 J•W•Scales DRAWN BY 0 QQC O .. u CHECKED BY O W W lL �� Q °6 ca Ul �a (D z to SCALE 1/4" ■ 1 FOOT � S inIla �N� 4 U ZNF Q ZP a a I I 0 0 Z' I I I 130 J•W•Scales DRAWN BY 0 QQC O u CHECKED BY 0 0 WO 4 �x d) Vto F3 it w (q 11 z SCALE 1/4" ■ 1 FOOT a S inIla �N� 4 CfC ZNF ZP Z > #V'in N a O ckc In IZ Z In WAN :mowew N �0 0 er�m p m ;V fy w 3 ID ID 0 u 3 Q) Z a a I I 0 0 Z' I I I 130 J•W•Scales DRAWN BY QQC u CHECKED BY WO �x DATE December 04, 2003 0� z SCALE 1/4" ■ 1 FOOT O� ILE NAME a a I I 0 0 Z' I I I CONTRACTOR TO LOCATE EXACTLY THE FOLLOWING AS REQID LBASEMENT WINDOWS 2.FOUNDATION DRAIN TILES 3.WATER t FURNACE 4.FLOOR DRAIN S.SEWER LINE LOCATION 6.WELL OR CITY WATER LOCATION 1.14OLDING TANK 4 SUMP PIT REMOVE EXISTING BLOCK FOUNDATION 4 WALL FROM EXISTING ROOM EXTENSION s -t'" x 4'-6" 3'-0" x 4'-6" -- --- -- --- -- - - - - -- -- - -- - -- -- ---- - -- -- --- -- --- -- -- EMOVE 1 1 J ; EXISTING I I , . I , .01 STAIRS I ' I I \ 1 1 I I \ I •----------- 1 , , 1 REMOVE SIDIN 4 WINDOWS FROM x ,1 WALL TO ADDITION _ I I ' 1 r - - - - - - - - - - - - - ' I � 1 ----------- - - , ' , • - - - - - - - - - - - - - - - - - - - ' I -- -- --- -- --- -- --- -- --- - - -------------------------------------- ' , ' ' ' • - - - I ' _� _ ' _ I - - - - - - - - - - I ----------- ----------- R - - - - - - - - - I I - - - - - - - - - -RMOVE BATHTUB _____._-__ ; ; I---------- - ---------- ------ -- - - - ------------ ,V - --------- , I , 1 , I - I I I I, I - I, II Q I 1 I N ' " n I AAM i N=w 1 lulu PCVVr- A41 I HIO LV(..o \ I IVIN DOTTED LINES REPRESENT AN OVERLAY LOCATIONS OF EXISTING 4 NEW FIRST FLOOR WALLS NOTE LOCATIONS OF EXISTING OR NEW WALLS IN SHADED AREA ' 11 ' 11 ' 11 � 11 ' 11 1 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 ' 11 Ir - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I 1 11 1 1 11 �I I ly l , 11 ly I , S1 11 _ -- - - ,1 ----- - - - -__ II I 1 ,1 I 11 1 I I 1 ,1 1 11 ,1 I 11 I I I I 11 1, 11 I I 1 II '1 I I I I 11 I, I 1 1 I 11 11 11 111 1 I 1 I 11 ,1 I I I I 11 ,1 I I 1 1 11 1 1 I i 11 1 1 I I 11 ,i ,1 1 1 I 11 ,11 1 I 111 li- ---------------------------- - - ---'---------------------------- - - - - - - 1 NOTE: SECOND FLOOR 1. REMOVE BATHROOM FIXTURES VERIFY MEASUREMENTS 2. CHANGE END WINDOWS TO MEET EGRESS CODE ADJUST AS NECESSARY 3, REMOVE 4 TEMP BRACE WHERE NEEDED ALL INTERIOR WALLS WITH EXCEPTION OF CENTER KNEE WALL. 4. EXISTING FLOOR JOIST WHERE IERE BEDROOM STAIRS WERE REMOVED WILL NEED TO BE REPLACED IN THAT AREA REFER TO SECOND FLOOR PLAN FOR WALL PLACEMENT a ® 9� n 11 4D COPYRIGHT PROTECTION Im ®®® d C A L All. (U0RK /6 To BE P&r46-o 1/•t IN COMPL/,4NCE W1774 THE IN7ERNArA0A.4L RE5/DENTIAL COPE 2000 R,W.R TO TN/., r r3E; - 1 ,a zDRAWN J.W.Scales Z 61 \IE.� 4 z 91 H ME19 La Z &-s W J O J W 00 O p p 00 w CW) 0� z u. O w NSI 0 Cu ,�LL, -i c"I"' 4. O O N 0 F r p1Y� t' ,a zDRAWN J.W.Scales Z 61 \IE.� 4 z 91 CHECKED BY A 4 W A O� 1L 06 co lU(D 0� z 73 w NSI 0 Cu ,�LL, N c"I"' 4. a U N 0 ,a zDRAWN J.W.Scales Z 61 4 z 91 CHECKED BY 0 4 A O� YY Q 0� VP31 FILE NAME w NSI ,�LL, o a 4. 9=d N 0 �y"� p1Y� t' U� rCEa Mh. m 0 0 N fl - � tF �Nw a�`m c o mN� sa m 00 �c 0 1 0 u 3 0 z ,a zDRAWN J.W.Scales Z BY 4 z 91 CHECKED BY Wo 4 DATE December 09, 2003 O� z SCALE 1/4" - I FOOT 0� FILE NAME I a I I w I I I GENERAL COMMENT The notes, recommendation, and considerations included herein are offered in good faith for the Contractor's r reference. These notes are not all-inclusive and do not, by any means, include all the information necessary to cover all aspects of the construction project. These notes are superseded by the Contractors experience, best judgment, and local applicable building codes. The drawings, illustrations, and diagrams included this package are design of the building and improvements and are to be used in coordination of work, The Contractor is responsible for the integrity of all assemblies and all work is to conform to accepted residential construction standards, CONCRETE All material and workmanship shall conform to ACI 318, All detailing, fabrication, accessories, and placement of reinforcing shall conform to the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures, Concrete shall be normal weight gray concrete and develop a minimum compressive strength of 3000 PSI at 28 days, Basement and Foundation wall are to be constructed with poured in place steel reinforced concrete, All slabs on grade shall bear on 4" compacted granular fill with 6c6 - 1-x1- welded wire mesh (WWM) conforming to ASTM A185. Overlap WWM minimum of 6" at all splices, Interior slabs shall have 6 mil,,Polyethylene vapor barrier underneath. All 36"x36"x18" concrete pads to have four 04 rods each way, Foundations bolts must be anchored to sill plate with 1/2: bolts embedded 15" into concrete foundation wall. Anchor bolts to conform to ASTM A 301, Bolts spaced 4'-0" O,G, Lap all reinforcing bars a length of 30 bar diameters, minimum, Provide on corner bar, lapped 30 bar diameters each way, for each piece of continuous reinforcing, All construction joints are to be rough -surface and cleaned before the next pour. Nor horizontal construction joints, Provide expansion joins where required by local codes and for requirements, Control joints in concrete slabs shall be located so that the maximum area within joints is 6005F or less, and the ration of side dimensions is no more than 2:1. STEEL All material and workmanship shall conform to the AISC Specifications for the design, fabrication, and erection of structural steel, All structural steel for beams and plates shall comply with ASTM A 512 Grade 50, All structural steel columns shall comply with ASTM A 615 Grade 60. All welds shall be made with EiOXX electrodes, All butt welds shall be full penetration. Minimum size of fillet welds shall conform to AISC Specifications, WOOD FRAMING .611 woad x among and materials shall comply the National Design Spectf�cationa fzr !mood rc+�structlon published by the National Forest Products Association. Unless noted otherwise, all framing lumber to be Him Fir 02, Southern Pine No.2, or equA':. Lumber for 2x4 or 2x6 stud partitions shall be Stud grad Spruce -Pine -Fir or equal All exterior stud walls are to be constructed of 2x4 or 2x6 studs at 16" O.C, All � -.!CA walls taller than 9'-0" are to be blocked solid twice at the third heights, All headers arrd beams are to be supported by build-up framing lumber or colu!mt;e Support is to be continuous to the foundation, All knee -wall construction to be diagonally braced at 4'-0" O.C. maximum, Any structural and/or framing members not indicated on the plan are to be sized bg the Contractor. Consult with a licensed structural engineered where necessary. Lumber to be in contact with concrete or masonry shall be pressure -treated lumber, All exterior walls are dimensioned to outside of 1/2" plywood sheeting, All interior walls are dimensioned to face of studs, All exterior wail, Including garage are to have i/2" rigid insulation on exterior face. All trusses to be engineered and constructed bg a TPI member truss manufacturer. Install temporary and permanent bridging per truss manufacture's recommendations, One row of 1x4 wood cross -bracing or solid blocking on all spans, over 16'-O". Collar ties are to be spaced at 4' O.G. All purlins and kickers are to be 2"x6" unless noted otherwise, Any hip or valleg rafters of 28'-0" span are to be Laminated Veneer Lumber (LVL), DESIGN LOADS Floor: 40 PSF Live loadO 15 PSF Dead load Roof: 30 PSF Live load 15 PSF Dead Load MISCELLANEOUS Attic. -0 30 PSF in Storage Areas 10 PSF where no storage Assumed Soil Bearing Capacity: 2000 PSF Verify soil bearing capacity on site, The General Contractor shall obtain all necessary surveys needed to locate existing site utility services and shall coordinate with all utility companies regarding the disconnection of existing services and the reconnection of new systems, The Contractor shall obtain all necessarg building permits prior to commencement of work. Noted dimensions take precedence over scaled dimensions, Foundation wall are not to be backfilled until house is completely framed and roof of structure is in place, Backfill shall be free of deleterious material and shall have a minimum of SO% Standard Proctor Density, Bottom of footings to be below frost depth, Provide termite protection as required bg HUD minimum property standards, Prefabricated fireplaces and flues are to be U.L. approved and installed per manufacturer's recommendations. All materials, supplies and equipment are to be installed per manufacturer's specifications and as per local codes and requirements, 1/2" water-resistant drywall around shower and tubs. 1/2" drywall on interior walls and ceilings unless noted otherwise, 5/8" T`lpe-X ggpsum wallboard on garage walk vid ceilings The Contractor is responsible that all Mechanic.,il artld Electrical Systems are demi.arlftd and installed per applicable codes, A l I subcontractors sha l i be responsible to cooed l;late with 0)e General Contractor as wail as a i I other trades as necessarg, The General Contractor will coordinate 1111th the owner and the Design Consultant riith regard to the location of fixtures And system components. That Contractor is responsible to verify all dimcsnslons in the field. 16ariftq In Field, Dimension may ve variable or may be determined by r- 'ila',ar factors, ELECTRICAL NOTES ELECTRICAL RECEPTACLES SHALL BE NO MORE THAN 12 FT, APART INCLUDING ANY WALL 2 FT, OR WIDER (BATHROOMS AND UTILITY ROOMS EXCEPTED), ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP HORIZONTALLY OF THE KITCHEN SiNK, IN BATHROOMS, RECEPTACLES INSTALLED WITHIN 6 FT., MEASURED IN GARAGES, OUTDOORS OR IN LAUNDRY ROOMS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPT PROTECTION, RECEPTACLES AT CONSTRUCTION POST, GARAGE AND BATHS TO BE G.F,I,C, ALL SLEEPING ROOMS SHALL BE PROVIDED WiTH AT LEAST ONE BEDSIDE OUTLET CONTROLLED BY SWITCH, BATHROOMS SHALL BE PROVIDED WITH SWITCHES CONTROLLING LIGHT FIXTURES AND MECHANICAL VENTILATION. EXTERIOR LIGHT FIXTURES SHALL BE PROVIDED AT ALL DOORS TO THE EXTERIOR, SWITCHES SHALL BE PROVIDED NEAR DOORS CONTROLLING OUTDOOR LIGHT FIXTURES, A BARE COPPER WIRE (20 FT. OF 02) SHALL BE WRAPPED AROUND THE LOWEST PIECE OF FOOTING REBAR AND SHALL TERMINATE WITH ENOUGH WiRE TO REACH THE ELECTRICAL SERVICE PANEL FOR USE AS A GROUND SOURCE. PRE -WIRE FOR PHONE AND T.V, 200 AMP MAIN PANEL WITH CIRCUIT PANELS, MINIMUM 12 GAUGE WIRE THROUGH -OUT, REINFORCE ALL CEILING MOUNTED LIGHTS, FIXTURES, AND/OR DEVICES. PROVIDE FRONT DOOR CHIME, OUTLETS, SWITCH BOXES AND DEVICES ON EXTERIOR WALLS SHALL BE INSTALLED WITH SEALANT, GASKETING AND FLASHINGS AS REQUIRED. AT LEAST ONE LIGHTING OUTLET SHALL BE INSTALLED IN ATTICS, UNDER FLOOR SPACE, IN UTILITY ROOMS, IN BASE1 1E'NTO t-iSED FOR STOR IrME OR WHERE EQUIPMENT EXTERIOR EXITS. REQUIRING SERVICING IS LOCATED, AND AT BASEMENT PROVIDE A DEDICATED 20 .'i -Ir CIRCUIT TO SERVE THE REQUIRED BA i'HROOM CUTLETS, THIS CIRCUIT CANNOT SUPPLY .sN(Y OTHER RECEPTACLES, LIGHTS, FANS, ETC, RECEPTACLES ARE REQUIRED AT THE FRONT AND REAR OF THE HOME, AND THEY MUST BE WiTHIN OF GRADE, AND WEATHERPROOF GFCI PROTECTED. EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS OR AUTOMATIC DAMPERS, ELECTRICAL LIGHTING FIXTURES IN CLOTHES CLOSET SHALL BE INSTALLED WITH A MINIMUM OF 18 INCHES CLEARANCE TO COMBUSTIBLE MATERIALS. FIXTURES SHALL BE VERTICALLY CLEAR TO FLOOR OR RECESSED, INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FiELD INSPECTOR AT TIME OF INSPECTION, FIRE -WARNING SYSTEMS PROVIDE MINIMUM OF ONE Si"iOKE DETECTOR PER FLOOR. SMOKE DETECTORS TO BE PROVIDED ABOVE DOOR AT EACH SLEEPING ROOM, CONNECT SMOKE DETECTORS TO HOUSE POWER AND INSTALL INTERCONNECT SO THAT WHEN ANY ONE IS TRIPPED, ALL UNITS WILL SOUND, PROVIDE BATTERY BACK-UP FOR ALL UNITS. NOTCHING AND BORING STUDS: BEARING NONBEARING 4409aO�o 2590 409, O 6096*10LE OK ''`' -�+x-ARINr» .,TALL IF THROUGH ONLY 2 -DOUBLE 8UC C:E:i.CiIVE STUD., ALL HOLES MUST BE MINIMUM 5/8 INCH FROM EDGE. SOUND INSULATION PROVIDE SOUND INSULATION IN ALL WALLS BETWEEN BATHROOMS AND ADJACENT ROOMS. CONTRACTOR TO LOCATE EXACTLY THE FOLLOWING AS REQ'D i.BASEMENT WINDOWS 2,FOUNDATION DRAIN TILES 3,111ATER t FURNACE 4,FLOOR DRAIN 5 -SEPTIC OR SEWER LINE LOCATION 6,WELL OR CITY WATER LOCATION [,HOLDING TANK 4 SUMP PIT INSULATION ALL EXPOSED INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITH IN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHAL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 25 WITH A I ACCOMPANYING SMOKE DEVELOPED �n�Tna w�nr Tn qtr-ccr-, .rc,� III��w� TESTED IN ACCORDANCE ASTM E 84, EXCEPTION: WHEN SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE -DEVELOPMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH. PLUMBING NOTES PLUMBING FIXTURES: WATER CLOSET = 1,6 GALLONS PER FLUSH MAX, SHOWERHEAD = 2,5 GPM MAX, NVATOR`r" 1`AUCET:-9 1 2,2 GPM MAX. SINK FAUCETS = 2,2, GPM MAX, WATER USAGE LABELS SHALL BE 4,EFT ON PLUMBING FIXTURES UNTIL FINAL INSPECTI<..,= : ;-145 nEEN DONE SO THAT PROOF OF WATER USAGE COMPLIANCE CAN BE VERIFIED BY THE BUILDING DEPARTMENT, SHOWERS AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROLS VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE, HANDLE POSITION STOPS SHALL BE PROVIDED ON SUCH VALVES AND SHALL BE ADJUSTED PER MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120 DEG, F. THE WATER HEATER THERMOSTAT SHA NOT BE CONSIDERED A SUITABLE CONTROL FOR MEETING THIS PROVISION, WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE HAVING A FULL-SIZED DRAIN OF GALVANIZED STEEL OR HARD DRAWN COPPER TO THE OUTSIDE OF THE BUILDING WITH THE END OF THE PIPE NOT MORE THAN 2 FT, OR LESS THAN 6 IN, ABOVE THE GRADE, POINTING DOWNWARD, PROVIDE COMBUSTION AIR VENTS (WITH SCREEN AND BACK DAMPER) FOR ANY APPLIANCE WITH OPEN FLAME PROVIDE INDIVIDUAL SHUT-OFF VALVE FOR AT MAXIMUM 3 FEET FROM EVERY GAS APPLIANCE UNDERGROUND FERROUS GAS PIPING SHALL SHALL BE ELECTRICALLY ISOLATED FROM TO REST OF THE GAS SYSTEM WITH LISTED ISOLATION FITTINGS INSTALLED A MINIMUM OF 6 IN, ABOVE GRADE. ALL EXTERIOR HOSE BIBS TO HAVE NON -REMOVABLE BACKFLOW PREVENTION DEVICES. PROVIDE AN ACCESS DOOR, 18" x 24" MINIMUM, WITHIN 20 FT, OF THE PLUMBING CLEANOUT, ALL DISHWASHER WASTE LINES SHALL BE PROVIDED WITH AN APPROVED AIRGAP SEPARATION DEVICE. PROVIDE MIN. 30 INCH WiDE SPACE AT WATER CLOSET, EXTENDING AT LEAST 30 INCHES IN FRONT, NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND, UNDER ANY BUILDING OR STRUCTURE. ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST 6 IN, ABOVE GRADE OR STRUCTURE. INSTALLATION INSTRUCTIONS FOR L$LL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF INSPECTION. ---- ..... ------ ---- -------------------------------------------------------- BECAUSE -------------------------------,BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY DIRECT SUPERVISION OR CONTROL OV}:R THE OF THIS BUILDING, THE ARCHITECTURAL DESIGNER ASSLrIES NO RESPONSIBILITY FOR ANY DAMAGES, INCLUDING STRUCTURAL FAILURES, DUE TO ANY DEFICIENCIES, OMISSIONS, OR ERRORS IN THE EXECUTION OF THE DESIGN DUE TO VARIATION IN LUMBER GRADES AND ENGINEERED LUMBER. THESE PLANS SHALL BE PROVIDED TO A COMPETENT LUMBER SUPPLIER FOR FINAL SIZING OF ALL STRUCTURAL MEMBERS. -------------------------------------------------------------------------• ® C� iTECT� �6,9 op G ® a r ® COPYRIGHT PROTECTION p�OF81G14 A� AL 00 ®® ALL WORK /S rO BE PERFORMED IN COtIPLIANCE UlITH Tl -e INTERNA rIONAL RMIDENr/AL CODE 1000 ANr DISCREPANCIES ON PLANS REFER TO THIS CODE REVISIONS BY L~� � w 2 C4 J O i �� W CO 0 D D m W M ts U. o r _Jo J � 0 00 o I` 46 III 4— 0 L O � � 46 Q LLI t% a V Z ICU U.l oma � Q > III a m 0 0 o N V3 W V t% a 0 oma � tr7 Z > Id * n� in m 9- DC o m � In Z to m�� � a g M m 0 u ID 0 U 3 d Z to DRAWN BY J -W -Scales Qa 0 r CHECKED BY �0 4 � DATE December 04, 2003 o� Z W SCALE 1/4" . I FOOT o� FILE NAME a I r I 0 I RIDGE STRAPPKCs pemp I&" n r_ eu..' Si 1; ROOFROOF CAPACITY CONNECTION PITC SPA CAPACITY (pi 16' 12' 644 20' 16" 858 3:12 20' 1013 28' 24' 1281 32' 12' 508 361 16' 618 KHST2 201 841 4:12 24' 1011 2817 28' 1186 14' 32' 1351 -STA30 12' 392 2032 16' 523 620 20' 653 5:12 24' 183 29' 915 762 32' 1045 2419 36' 1116 10' 12, 351 g 16' 468 1524 20' 585 6:12 24' 102 16' 28' 819 32' 936 254 36' 1053 1540 12' 326 6 16' 435 1:12 20' 544 1016 24' 652 12:12 28' 161 12' 32' 810 36' 919 PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD WOOD FRAME CONSTRUCTION WITH ALL MEMBERS RS AT 16" O.G. UNLESS OTHERWISE NOTED. RA TY -DOWN RAFT SPAN PLf 12" OG 361 I6" OC 481 UPLIFT CONNECTIONS FOR: RAFTER -TO -WALL, WALL-TO-WALL AND WALL -TO -FOUNDATION WALL ROOF CONNECTIO IN. 8d NAIL CONt SPAN CAPACITY REQUIRED NOTE 12' 421166, 4 16' 526 Ibe. 5 20' 626 [be, 5 24' 126 lbs, 6 28' 826 lbe, l 32' 132-1 [be, 8 361 110 Ib6, -1 12" O, HEADER GIRDER CONNECTIONS: WALL -TO -FC ROO HEAD _ 1=11 T==Ac;or HOLDDOWN ANCHG''R3 AEQUIR>`D FOR TYPE I AND TYPE II SHEAR WALLS (6" PANEL EDGE NAILING) WALL HOLDDOWN HEIGH CAPACITY (Ib 8' 3315 9' 3800 i0, I 42-23 WINDOW SILLPLATE CONNECTIONS HEADEFLIPLIF1 SPAN [be, 2' SPAN, SPAN Ibe, Ib6. 8' 21 469 254 12' 4' 939 504 16' 120321 6' 1408 162 20' 8 1818 1016 KHST2 lo, 2341 1210 KHST3 12' 2817 1524 LSTA18 14' 3286 1118 -STA30 16' 3156 2032 m kms_ ion 2' 620 254 � 41 1239 504 6 1859 762 281 81 2419 1016 10' 3098 1270 g 12' 3118 1524 40 14' 4338 1118 16' 4958 2032 21 710 254 41 1540 504 6 2310 762 361 81 3081 1016 10' 3851 1270 12' 4621 1524 14' 5391 1178 16, 6161 2032 HOLDDOWN ANCHG''R3 AEQUIR>`D FOR TYPE I AND TYPE II SHEAR WALLS (6" PANEL EDGE NAILING) WALL HOLDDOWN HEIGH CAPACITY (Ib 8' 3315 9' 3800 i0, I 42-23 WINDOW SILLPLATE CONNECTIONS HEADEFLIPLIF1 SPAN [be, 2' 254 41 504 61 162 8' 1016 10, 1210 12' 1524 14' 1718 16' 120321 4" O.C. N,t,6. TYPICAL WIND LO,4D P.� TN MIN, NAIL SPACING FOR ROOF SHEATHING w/ ROOF RAFTERS s 16" OC LOCATION 1VA1L .7T-AL,11`Ux N1 NAI!_ wM4(.1Ir+Ics Al InImml-IGVI^IL 12" O.G, PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER 6" O,G. 6" O,G, EDGE ZONE 4000 Ib6. BOLT TO VERTICAL MEMBER: (2) 3/4x3-1/2 BOLTS INTERIOR ZONE 6" O.G. 12" O.G. GABLE END WAL 4" O,G, 4" O.C. RAKE 4 RAKE TRU S PLATE AND STUD: (it) 10x1 -I/2 NAILS EACH JN ANCHORS TYPICAL SHEAR WALL ASSEMBLY N.T.S. MIN. NAIL SPACING FOR WALL. SHEATHING ATTACHMENTS LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 4' EDGE ZON 6" O,G, 12" O.G, INTERIOR ZONE 6" O.G. 12" O,G, LOAD CAPACITY FRESHNESS 4TALOGUE LOAD CAPACI MINIMUM Y FASTENERS MINIMUM NUMBER DESCRIPTION LOAD CAPACITY FRESHNESS A065 HOLDDOWN ANCHOR 4000 Ib6. BOLT TO VERTICAL MEMBER: (2) 3/4x3-1/2 BOLTS RTI6 RAFTER -TO -TOP PLATE TY -DOWN ANCHOR 550 Ib6, RAFTER: (8) 8x1-1/2 NAILS PLATE: 8) Sd COMMON NAILS BOLT TO SILL: (1) 3/4x5-1/4 ANCHOR BOL TOX6 HOLODOWN ANCHOR 5I00 Ibe. BOLT TO VERTICAL MEMBER: (2) 1/8x3-1/2 BOLTS PLATE AND STUD: (it) 10x1 -I/2 NAILS EACH Q uj73 0 Q BOLT TO SILL: l/8x6-1/8 ANCHOR BOLTS KHST2 STRAP TIE 4220 Ib6. (6) 5/8' DIA, BOLTS KHST3 STRAP TIE 6180 Ib6. (b) 3/4" DIA, BOLTS LSTA18 FLAT STRAP 1055 Ib6. (14) 106 COMMON NAILS -STA30 FLAT STRAP 1610 Ib6. (22) IOd COMMON NAILS 'S GENERAL WIND PROTECTION CONNECTION NOTES CATALOGUE DESCRIPTION NUMBER LOAD CAPACI MINIMUM Y FASTENERS RTIO RAFTER -TO -WALL STUD TY -DOWN ANCHOR 585 Ib6, RAFTER $ STUD: (6) Sd COMMON NAILS EACH RT20 RAFTER -TO -WALL STUD TY -DOWN ANCHOR 1105 Ibe, RAFTER4 STUD: (9) IOxi-1/2 NAILS EACH PLATE: (4) IOd COMMON NAIL$ RTI RAFTER -TO -TOP PLATE TY -DOWN ANCHOR 585 Ib6, RAFTER AND PLATE: (5) Bd COMMON NAILS EACH RTI6 RAFTER -TO -TOP PLATE TY -DOWN ANCHOR 550 Ib6, RAFTER: (8) 8x1-1/2 NAILS PLATE: 8) Sd COMMON NAILS SPT44 4 (boo STUD PLATE TIE 1010 lbs, PLATE AND STUD: (6) Wd COMMON NAILS EACH SPTI.14 4 STUD PLATE TIE 1410 Ibe, PLATE AND STUD: (it) 10x1 -I/2 NAILS EACH ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH THE FOLLOWING: MANUALS: a), 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION b), SSTD 10-139 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION c), ASCE 1-02 (REVISED FROM 1-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND PROTECTION FOR PROPER INSTALLATION, ALL OTHER CONSTRUCTION SHALL BE 1*! Arr/o7-Awlrf11 llTfl RIP"111 �//1t'T!� P_T ATr f-Rf?1f1rIT1 AI I_/111A T�11I.•T!/11 .+Ir1T- 1), RIDGE TO RAFTER ASSEMBLY - 1 -114" x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS, WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d IN THE STEEL STRAP, 2), RAFTER TO WALL ASSEMBLY: LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING JOISTS OR TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS SPACING a 16" O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION, WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS, 3), WALL ASSEMBLY TO WALL ASSEMBLY: WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS, WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL c5E ATTACI-!ED TO A COMMON MEMF3ER IN T.4E FI COR ASSEMBLY WITH UPLIFT CONNECTIONS, 4). WALL ASSEMBLY TO FOUNOA ION: FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PI -1 -TE, OR SOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A '"IIN`< EMBEDMENT OF l INCHES IN CONCRETE FOUNDATIONS AND SLAB -ON -GRADE, is INCi TIES IN MASONRY BLOCK FOUNDATIONS, OR «=E LAPPED UNDER THE PLATE AND NIAILL" IN ACCORD-. HCE WITH TABLE 3.3B OF SBC 1995 I IIGH WIND EDITION WOOD FRAME t ONS rRUCTION MANUAL, I 'WH I THE CTCCI CT77 O IS I t�PE'D 11 'r- =0 THE >�/1TTCm OI T= I* Irs 1 50 11 Afm= • .,�� A ..... r . ..i .. \A. — LA. 1 ^-, ...�✓._1 . 11"1.— .— c . 1 v. . .. � 1 w., 3-1.\vr�' vvlrrl\... WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL NOT EXCEED 12" O,C, FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT, BUILDINGS WITH A SLAB -ON -GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32" O.C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH SLAB -ON -GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT -DIPPED GALVANIZED COATED, 5). HOLDDOWN: HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARWALL REQUIREMENTS OF TABLES 3,5A -B FOR WALL TYPE I OR TABLE 3,16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3,4,4,2 FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL, A CONTINUOUS LOAD PATH FROM THE HOLDDOWN TO THE FOUNDATION SHALL BE MAINTAINED, WHERE A HOLDDOWN RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE SIZED FOR THE REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. 6), CONNECTIONS AROUND WALL OPENINGS: WEA09M AND / OR C:IRDER CONNRCTION se ATTAe--wFD II)ITW Ilizl Ir -T rQNN>_rtlrjNc,. I). WINDOW SILL PLATES: WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS, 2x4 WALL SILL PLATE (FLAT): 1 -PLY FOR OPENINGS UP TO 4'1 AND 2 -PLY FOR OPENINGS UP TO 6'0, 2x6 WALL SILL PLATE (FLAT): 1 -PLY FOR OPENINGS UP TO 5'11 AND 2 -PLY FOR OPENINGS UP TO 8'9, 1), CATHEDRAL CEILINGS: WHERE RIDGE ID TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING, CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS, 8), A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS OTHERWISE NOTED, USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED. USE THE FOLLOWING USP 6RAS OR APPROVED EQUAL METAL CONNECT rJ S -ro mE r T,, -4E MINIMUM UPLWl' fiREQUIiREMENTS& CONNECTIONS SHALL BE INSTAII ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY, 1 4 GENERAL MEASUREMENTS 4 LAYOUT PROVIDED BY OWNER r ,/ • ) ITECpll �G U 9e '2 ® COPYRIGHT PROTECTION ®® TICAL 5 ®® ®®®geg��®�® ALL WORK IS TO BE PERFORMED IN COMPLIANCE !U/TH TAff INTERNATIONAL RESIDENTIAL CODE 2000 ANY D/501UPANC/E5 ON PI -AVB RS%W TO THIS CODE REVISIONS BY .Ln (II J O 6—i --J W OD 0 D m w ce) a u. O Q -I O o ao 0 °6 cu Q uj73 0 Q V (II s �1L BIW .0 Q 0 o c Q o VIq u - °6 cu Q uj73 0 Q V ztt cu V � LLI V Q >"'3 (II s Q 0 o c o VIq It w Nt- 11 it sp,4 0 Q �J CiZNO 2L y; w F Z �.� Z >"'3 m kms_ ion In � Z �jIn qf *N i ~� 01.. �NIO t% � g 40 0 y r U 3 m z go z z DRAWN BY J•w•Scales Q4w 1� r CHECKED BY DATE December 04, 2003 SCALE 1/4" . 1 FOOT O� fLE NAME m I I I a I