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BP-51373I JVIL VH 1 tl TP-101 TP-102 TP-103 130 A SANDY LOAM 10YR3 2 B SANDY LOAM 10YR5 6 / C1 SANDY LOAM 2.5Y7/3 G2 LOAMY SAND ` 2.5Y6/4 H 159.4 0" 158.7 8" 157.1 34„ 152.6 86' 14R.A I I i A SANDY LOAM2I 10YR3 B SANDY LOAM 10YR5 6 C1 SAVOY LOAM 2.5Y7/3 C2 LOAMY SAND` 2.5Y6/4 H 160.4 0 159.7 4" 24 157.6 36" 153.2 78" 1493 CAR" A SAN DY LOAM 10YR/ 3 2 B SANDY LOAM 10YR5 6 C1 F•SANDY LOAM 2.5Y6 3 C2 SANDY LOAM 2.5Y6/3 C3 LOAMY C. SAND H i0YR5/4 159.0 U' 158.7 3 157.0 17 ,, 156.0 4e 152.5 65' 147.5 1.2n A SANDY LOAM2/ 10YR3 B SANDY LOAM 10YR5 6 C1 F.SANDY LOAM 2.5Y6 3 C2 SANDY LOAM 2.5Y6/3 C3 LOAMY C. SAND H 10YR5/4 159.6 158.5 / H 3 M 1 ♦ ♦ ♦ e / EAR.TH BACKF{LL e / e ♦ e_ 1 1 4 aU aGaa a e 40 ® p4.o _4 v �� p� o4da a Oa ®Qp a ® a p.a a d p 44 0 4 aoa a o 4 aka° 4 a v O v v v v v v v V, < v d d v v �v d v v� � ® v vo o v i p v v v i ,�,,� v® d® v d_ v v i v v �'v d; v v � i v d v v '' s 9 `` p a v V O v O O 9 o V O O v i d v O n 'v V v O _v O i d O V V v y O v d v O O O V V V V v v v GN PE RC RATE: 1 N 15 MIN ! DESIGN too EXISTING C ONTOUR 12 MIN EARTH _ DESIGN FLOW.. 4BED BEDROOMS X 110 G PD/BD M 44 GPD REQUIRED B ACKFiLL PROPOSED CONTOUR LEACHING .. BED SYSTEMDESIGN: USE 2 0 X 40 tNVEF% ELEVATION VATi ,T .ELE F 2 DEPTH O ; � � ' - D PROVIDED s _ 448 GP X 0.7 4 G SF BOTTOM: 4 0 LONG. X - 20 WIDE / `1 2„ H WAS ED PEASTONE TEST PIT 0 10 DEPTH OF 3 4 TO SEPTIC TANK -1 2 DOUBLE WASHED 1-/ ISTft n IBUTI 0NOX B CRUSHED STONE D : L✓ i e L� v f f i � H H H IVI MO MOTTLES +� 24 ?TEES � 29 MOTTLES C� 29 MOTTLES C� 24 M TTLE v fi A ' EV 1 7 9 57 0 ELS - ... ELEV 157. ELEV 158.0 ELEV 1 }� ©R , . .... . BENC >• , , CAD 6CONCRETE C 9 PER ER � ry . r . J � r . r BON 1 .. . Ml U D 1 1 1 N ATE. 1 IN 3 N RATE: r , 60 FEE T 15 0 3 r SETBACK EL. •75 � 9 Nl .. ,, . , , . � �. � _ �. � FRONT r , , 1 , • .h < �Y 6 14 07 8 DATE. DA TE: l , ET 0 FEET, < n` � _ SETBACK r R S :: SIDE YARD > ran^ r S TEC INC. INC.Y. !., r . S C NC. PERFORMED D , Y TE E FOR ....�. -•... PERFORMED P , ORM � ..,� w J . .. t .< s s n t F c R s M! cHAUD -�.�. _ '�. HR S HA WITNESSED , - WlTNES .. , r WITNESSED .� T B. � 20 .. C .� �' SE , RD � � A s R AR 2 J jwA , f 3 Q , 4 i�• .. V _ or r i IN n 1 < •NOTES ♦ It . /A� N r f C r XCA A � .. ..... _ .. � . FULLY E . �. A S .. 1 .� ..LEA INS PECTED WHEN . BE EC SHALL .. ..SYSTEM J 1 THIS • _ ... � NSPE "I .r ) R i -� READY F , : S D TED YS WHEN . .Ju COMPONENTS AR N 3 ....... .: , .. .. �. ... ALL ... / T .. , �,, � . � NOTIFY THE _ _ � .. .. r < ,. .. .. ALL . , OR SHALL a ... .. �, . CONTRACT .. . •.. THE .. 5: LIMiT OF r C t r ` r z II r HEALTH - EXCAVATION , . � f FINES. . , -AND , .. DIRT D FALL BE .FREE , SHALL , , . � .. . ,,..... .. .. .STONE ... ... ... ..;.. .� _ .. RUSHED , . . .�. WAS ' C 3 • �t Jt y 6 _ . DATUM. t `. ON .. ELE r , .. M L ,> � BASED �' b A .. _ .ELE ELEVATIONS N a, e� ALL < < r 3 r a Ax o A T -,. S ry J THE • LIMITS O . THE TH . R .. « ATE , x PER E ALL �"' > T8 a .. EQUIPMENT SHALL N N Y j HEAVY E 4 H x. x F TH UCTION STR o , �. N < . SE � uR �' . .. E CO S r tf3 .. o .� DURING URi , ,.. SYSTE M DISPOSAL _ SEWA GE J OF THE 3 > r T G r rJ IS IN .. EX �. 1 , a 0 GR` ,•� e r� u jw /^ . . : i •di I LL s , SLAB � .. B 3 S _ WITHOUT T ,.. wf O , � BE MADE , ALL < H f � 3 DIS POSAL SYSTEM / 1 SP , I _ GE D 6 SEWAGE Y s , . �� .. THE 5 P 4 . _ . .. TO ci a MODIFICATIONS � _ flDIFf 0 ' FIELD M P ,�w ,. ,. .. 5 NO L S .� �. .. F HEAL t ARD O J L � < cA � _ Lo Y ... a AND TH s . ER , GIVE , THE EN L z J � ... OF 4 ROYAL L s „ , �. 3� N APPROVAL E _ � WRITTEN E !OR > PR t± . D 0 _W - (O(V f G JJ/ i� INSTALLED P y S A W BE IN $ r 8 ,� � � f ALL / S SHALL 5 r. J ©VENT a ._.� COMP NOTED D. ALL SY STEM SS OT HERWISE WISE N 0 ..� UNLESS 30 5 '6 S � B ANY D AND _f � E % 5 3 NTAL C. o ENVIRON MENTAL . ,STATE l F :THE ACCORDANCE NTH TITLE V0 i ACC ORDA C 1 REGULATIONS. • 6 `. LOCAL APPLICABLE LE L TON 0 8c S ON5 � RO D cfl QED BY A r N FACTL C. SH ALL B E MA V � BOX , ET _ DISTRIBUTION TRIB TANK, DIS , P C T .- SE TI 18.5 , 7 , .�- EQUAL E s APPROVED Q ti t OR 'APPR I l 100 ALL CONCRE TE �LL RADIUS: AVE i S LE 0 P OP // PIPES ENTER R R OSED AT ALL POINTS WHERE .PIPES WEL 8 GROUT ?0 BE USED 7.5 a :STRUCTURES :IN ORDER TO PROVIDE A WATERTIGHT .SEAL. O l +. --- NEOPRENE GASKETS TOP VIEW UV WITH T AD TANK SHA LL B E SEALED : THE SEPT1 C A .- / SIN I LAP JOINTS , L TS 6 9 ALL SH P 3 5 DIA. INL ETS , N?. CEMENT. ASPHALT I os OR -.-.- --w-- • .. WITH CLEAN CKFILL i G ARE A ANC BA iERiAL IN LEA CNN A ALL UNS UITABLE MA r i 1 t) EXCAVATE S NQ. A h L AND COARSE GRAVE h NiT. +. TS .� i ISP©SAL U. UTLE AGE D DiA fl R A GARB 5 5 NOFO ®.. iG E % SNOT 0 ES SILT FENCE YSTEM I 4 � 1 IS S ffff. z frftii .wof , a ...f LI T OF WORK ffff�, .,.� •♦•ram•• S SECTI ON VIEW wMw gain I CROSS 1 BOARD OF HEAL TH STAMPS PS L / o. 0 DISTRIBUTION! T� �N 0 { v) r I O i`0 SCALE NOT F = F` R 'A DCC 1 CC o c� D 2 N 2 �j 1 LOT 1 C3 ' 5 1 5 lil _ 75,712 y w f� r� �r III. i � [ 1 fr �.7 5 10 6 .- S DGC4 ��N E , DART MOUTH 0 PROPOSED 4 OJT ilUi'MI 2 PROPOS ....,. U.S LOCATED . c N07E. 1. ALL {(VE ARE SHOWN. , ,. S.A.S. E S ZONING 1fa IEWED -$ .. M r „ : l OF r MIT RM ZCiIE C t D IN A FIRM •.. I ATE c » �, �rHts Lor s LOCATED > � An y Changes a s Mud . a. 5 d� . Y 9 ` VW B GE. 7♦ A � � �' covtrRResubmittedP 3 PE RCENT La a knockouts �. a _5 d� . a � y Oc . . { �n iet . PACES PROVIDED GARAGE. ._ G S .GAR G . u I 4 REQUIRED PARKING GiVIDEp IN o f et 2 RE U E _ > o _ �ci S _ REPO RT ` N A • : I IN A FE ZONE LOCATED t!I R ® LD � 5. THIS Lei? IS NOT p �_ Da te .�W3 0 DCCS r P PRt RICHARD 12 ON LAN .PAR OR R CHAR 6 0 5H0 IS LOT RED F .. a LOT SHOWN ENGINEERING, Dk B Y; C ENGIN 6 1 94 CORUSS B StTE CTOSER 2 9 , �iED 0 y 0 133; 1STOL I PLAN BOOK 2s 0� Tk�E SR RECORDED N PAGE i AND REC i) N NEB OF DEEDS i D. U REGISTRY �1 BEDFOR COUNTY EG! PLAN MEW 1 i FINISH. _._ , GRADE N A 1 _ 3� Vt E vr: �4 ata . cover ( m) ELEV. 165.0 P.E. i toper to _. 4 p l A S COVERS TO GR ADE ADE � � RAISE 0 . RAISE D 80 COVERT WITHIN �a S X TH • f P OF _. TO _E�{ r T WATERTIGHT H S O B � VE EL. DWELLING 0 GRAD L H T DWE :~ FINISH 1 s4.a MIN ,.RESIDENCE L BIAS OWNER. a f $ _ IN 6 OFF AL GRADE NDATION CUREABLE �. A�D SE FOU � , G TIC .TAP TO B P M A NE E E LACED .OVER � v �. w. s _ F � fi 3 � T _ 9 LO EV. 166 •5 AL P`il COMP � AP 7 L SE C ONENTS , . , r,. r .� 1 s t r 2 MEDE S U F3. L OT 1 r . tt. t 1 i .. .� •. 14 g I I OUT A .rt DAR TM e r a f }� r t Q S D �-• i t , r, 5 4 .� fif t�1 5% o SL OPE _ E . „ �•FIRM: 4 0 w ENGINE ERING NG EN .( . • . _. liquid1500 GALL ' . r Road f ; 448 �'aunca Come ad level e Dartmouth, MA 0 747 16 . 3 h 2 27 a TE A P RE S. ST M 63.45 REINFORCED CO NCRETE C P L. 1 INF®R rr.,_._.. RE 1 90 6 v » 2 , p r v sc�4a vc v wall.ITEC;, 08 98 2125 3 ., 5 9 v v 162.5 i t 1 TANK .. ... . -o CT SEpi1 ,. f . t ` i.>_ s J.i r _ 162.7 54 _ 508 898 75 8 4 9 1 2 iP�AS#tED , v FAX { AB v » SL d v ®� �„ tneer'in ., C and En�fronmant DISTRIBUTION v v Civil 9 9 3 OISTRIB TIO 163.25 v v v v ONE '" Sf' -- Pianntn EV. 1 59.® � fond Ilse L E g • 1 3.00 6 BOX v O .. 162.0 O SS SECTION VIEW I 62 CR OSS .. e 07: DATE: 9 2a • ... . 158 I HIGH GROUNDWATER ELE V SEASONAL U ... STABLE SASE S S LEVEL LIM IT IT OF EXGA:. SEE O 10 ELEV 152.5 `VAT10 NOTE 0105A PERSON: DAN G9 T SO AC PE TANK CONTACT SEPTIC A SYSTEm PROFILE T SCALE FILE_ NO. NOT 0 PE RMIT ACAD NO I� O � DAR 07 4036 S sDs.awG . ~ ?� to t6 I 13-4-0 16-4-0 15-0-0 24-4-0 14-0-0 �LL-0279948 0710178 31055R RF PERMIT MA 11-15-07 7-t-n I 135-8 11 21-0-0. 12-0-0 - lug NOTES 1. USE ONE H2.5A PER BEARING FOR TRUSS TO WALL CONNECTION UNLESS NOTED ON INDIVIDUAL ENGINEERED DRAWINGS. 2. SEE INDIVIDUAL ENGINEERED DRAWINGS FOR PERMANENT LATERAL BRACING 3. ALL TRUSSES SPACED AT 2' FACE TO FACE UNLESS NOTED OTHERWISE_ 4. DO NOT CUT OR ALTER TRUSSES UNDER ANY CIRCUMSTANCES. 5. ALL DIMENSIONS FROM OUTSIDE OF STUD WALL. 6. SEE BCSI 1-03 SUMMARY FOR CROSS BRACING REQUIREMENTS UNLESS STATED OTHERWISE BY ENGINEER OF RECORD. 7. SEE BSCI 1-03 SUMMARY FOR RECOMMENDED HANDLING AND BRACING. 8. ALL 2PLY GIRDERS REQUIRE CONNECTION IN FIELD BY G.C. 9. POST DOWN UNDER ALL GIRDERS AT ALL BEARING LOCATIONS. 10. PLYWOOD SHEATH ROOF PRIOR TO INSTALLING VALLEY SETS 11. HIPS DROPPED FOR 2X OVERFRAMING THESE DRAWINGS ARE PROVIDED AS A GUIDE TO THE INSTALLATION OF METAL 'PLATE CONNECTED WOOD TRUSSES, ENGINEERED LUMBER PRODUCTS, LIGHT GAGE STEEL TRUSSES, STRUCTURAL STEEL AND PANELIZED WALLS USED AS FRAMING COMPONENTS. NATIONAL LUMBER WILL ASSUME NO RESPONSIBILITY FOR ANY DEVIATION FROM THE CONTENTS OF THESE DRAWINGS WITH REGARDS TO ANY STRUCTURAL MEMBERS THAT ARE MADE WITHOUT WRITTEN AUTHORIZATION FROM NATIONAL LUMBER. -t , r Y �aor Ik e'# .7 "Y This ErN' . Horsed pin must KepiOn Site During ConstruIk;tior Date �- FIL - Ci! y 0" 8" 28" 82" I In A SANDY LOAM 1 OYR3/2 B SANDY LOAM 1 OYR5/6 C1 SANDY LOAM 2.5Y7/3 C2 LOAMY SAND 2.5Y6/4 159.4 U 158.7 8" 157.1 340P 152.6 86' I AR A 11.1 A SANDY LOAM 1 OYR3/2 B SANDY LOAM 1 OYR5/6 C1 SANDY LOAM 2.5Y7/3 C2 LOAMY SAND 2.5Y6/4 160.4 U 159.7 4" 24" 157.6 36" 153.2 78 14q.1 1AR A SANDY LOAM 1 OYR3/2 B SANDY LOAM 10YR5/6 C1 F.SANDY LOAM 2.5Y6/3 C2 SANDY LOAM 2.5Y6/3 C3 LOAMY C. SAND 4 10 f!/_4_J 159.0 U­ 158.7 3" 157.0 17" 156.0 44" 152. 5 65' 1 A.7 ri 19() A SANDY LOAM 1 OYR3/2 B SANDY LOAM 10YR5/6 C1 F.SANDY LOAM 15Y6/3 C2 SANDY LOAM 2.5Y6/3_ C3 LOAMY C. SAND _L_12f5/4 J 59.9 PIPE INVERT ELEVATION 20' WIDE X 0.'56 G/SF 448 GPD PROVIDED -DEPTH OFI/8 40' LONG X BOTTOM: 2 TEST PIT 0 6 6' 6 6 6 6 a or 4 0 6 6 Qk 0 6 0 (4 0 1/2"WASHED PEASTONE 159.6 Qk a <) '0 10 SEPTIC TANK V V VP V V V V V 10" DEPTH � OF 3/4" TO V 7 V I V V V V V V VV IV V A A V V V V V V V1 V V V V V V V V 1-1/2" DOUBLE WASHED 158.5 V V V V V V V 171 DISTRIBUTION] BOX Ve V V1 V V V V V V V V V V CRUSHED STONE V V V V V V V V . VV VVV V V V V V V V V V V V V PIPE SHALL EXTEW TO STR5 FILL W PROPOSED WATER SERVICE LINE 156.2 BELOW THE STONE 6 6 4 OBSERVED C-,ROUNDWATER 4 TABLE ELEWATION 154.5 SS SECTION TYPICAL F1 ELD CRO � �Z� �_X_A RESERVE AREA NOT TO SCALE REQUI M ZONING RE" AENTS (MINIMUM) 158.9 LOCUS"MAP MOMES @ 29" MOTTLES 0 29" MOTTLES 0 24" MU I I LtZI W co ELEV=157.0 ELEV=1 58.0 ELEV=1 57.0 ELEV=1 57.9 BENCHMARK - IC 0 82" PERC 0.96- CONCRETE BOUND n 60 FEET PER FRONT YARD SETBACK RATE: 1" IN 12 MIN RATE: 1 INq MIN EL.= 159.75 20 FEET SIDE YARD SETBACK 8/9/07 6/14/07 DATE: DATE: S ITEC, INC. 20 FEET PERFORMED BY: SITEC, INC. PERFORMED BY. 'f REAR YARD SETBACK WITNESSED BY: CHRIS MICHAUD :;or 0 I IN 63-2 ED BY- CHRIS MICHAUD R WITNESS 0 Ov GENERAL NOTES 1, 15 n' EXCAVATED 1) THIS SYSTEM SH REA IS rULLY 01 LL COMPONENTS ARE IN PLACE. WHEN THE SYSI ALL BE INSPECTED WHEN IFACHING A fM IS READY FOR INSPECTION, AND WHEN A ALI* THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HE 5' LIMIT OF I T AND FINES. EXCAVATION 1 103 NE SHALL BE FREE OF ALL DIRT, DUS glp 2) WASHED CRUSHED STO wa, M TIONS ARE BASED ON MSL ELEVATION DATUM. 158- 3) ALL ELEVA LOWED TO OPERATE OVE�, THE LIMITS OF THE QUIPMENT SHALL NOT BE AL 4) HEAVY E E SEWAGE DISPOS SE OF CONSTRUCTION OF THE OF TH AL SYSTEM DURING THE COUR 6 EXISTING 157 WELL UARAGE/ i64 ttHA" BE MADE WITHOUT 86 SLAB GE DISPOSAL SYSTEM - = 165.6 PROPOS 5) NO FIELD MODIFICATIONS TO THE SEWA NEER AND THE LOCAL BOARD OF HEALTH. ki PRIOR WRITTEN APPROVAL OF THE ENGI 4 EIEUKY 01 /()M NENTS SHALL PE INSTALLED IN a 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPO ANY -0-rF 66 VIRONMENTAL CCDE AND 5 ACCORDANCE NTH TITLE V OF THE STATE EN SLAB- .0 30.5" X APPLICABI E LOCAL REGULATIONS. 16 7) SEP11C TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTtfED BY A. ROTONDO & SON!3 OR APPROVED EQUAL. 18.5" r R LEAVE ALL CONCRETE ERE PIPES ENTER 0 11'0 100' WEiL RADIUS, 8) GROUT TO BE USED AT ALL POINTS WH PROP8SED STRUCTURES IN ORDER TO PROVIDE A WATER71GHT SEAL WEL�/ 7.5n KETS �10Z) 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENEGAS OR ASPHALT CEMENT. TOP VIEW 3, 5" DIA. INLETS 10) EXCAVATE ALL UNSUITABLE, MATERIAL N LEACHING AREA AND BACKFILL WITH CLEAN 4� GRAVEL AND COARSE SAND. 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL tfNIT. 5, 5" DIA. OUTLETS FENCE/ SILT/ LIMIT OF WOR�/ 77' MINN on" man BOARD OF HEALTH STAMPS CR05S SECTION VIEW 77 CKkNASH 01 �AIIJJI E2 BA THIS SYSTEM IS NOT E 770N Or' E PUR9CA ENGMEERS AS-BUIi'd DESIGNED FOR GARSAGr C GRINDER, WHIRLPOOL F11!_T1RAE0NJDEV9 DLAN & CERT1111:ICffI10N p E, TION BOX DISTRIBIJ STATEMSIT REQUIkD OR OTHER HIGH WATER NOT TO SCALE 4z )CCj USE DEVICL-%..�- THIS "11' /DCC2 4Z 004 (9) a LO C, �C3 LOT 12 Dc N rob 75,712 SQ.FT.,,1br- 24 10'-6" BOARD OF HEALTH STAM,. n. 1.74 ACRES CONSl-RUCTION OF THIS SEPTIC SYSTEM MUST BE AKTi()`i?k1 By DCC4 NOTE: 1.) ALL WEt1S LOCATED WITHIN 200` TC) PROPOSED COMPLETED WITH THREE S.A.S. ARE SHOWN. av (3) YEARS OF THE DATE ILE F ECT IMIT OF 2.) THIS LOT IS LOCATED IN A FIRM ZONE -C-. 3.) PERCENT LOT COVERAGE 7.2% L OF APPROVAL j �d 11 U4, 5- 3.5"dia. BVW rvlollul�vl But R1, knockouts 4.) (2) REQUIRED PARKING SPACES PRQ)VIDED IN GARAGE. tK 0. 'QuiFER ZONE. -------------- 5"di inlet 5.) THIS LOT IS NOT LOCATED IN AN A, outlet C� 4 PLAN PREPARED FOR RICHARD DCC5 6.) LOT SHOWN IS LOT 12 01 ERING, DAJED OCTOBER 26 91 19 A TEC ENGINE THE CORUSS BY S11 IN AND RECORDED PLAN BOOK 133'� PAGE 129 OF BRISTOL COUNTY REGISTRY OF DEEDS IN NEW BEDFORD. PLAN \AEW SAL SYSTEV SUBSURFACE SEWAGE,D'S'PO-.�,--r�,,.-,.�-",-..r ....... IFINISH GRADE SCALE: 1 =30' P-E�-,,_STAMP 20" dia. cover (typ) ELEV. 165.0 toper - _E4" RAISE COVERS TO GRADE RAISE D-BOX COVER TO WITHIN FRIAS RESIDENCE _,j FINISH GRADE EL.= "164.0 MIN OWNER. TOP OF LLING COVERS TO BE,W TERTIGHT A T DWE 6" OF. FINAL GRADE MAGNETIC TAPE TO BE PLACED OVER MAP 79 LOT 6-13 BLE FOUNDA11ON AND SECUREA OS ALL SEPTIC COMPONENTS 4 4--\ .1 ___1 UB. LOT 12, MEDEIR LANE ELEV.= 166.5 S 1- 4 It 4 ''i �h, DARTMOUTH 10" 114" 5 5' loll. -sit- ENGINEERING FIRM 4'-6" 0 1.5% SLOPE 449 Founce Comer Roo 5'-4!' d SIT 7 40-0" 1 7 Dartmouth, MA 02747 P.L.S. STAMP (508) 998-2125 SCH40 PVC liquid I REINFORCED CONC 162, §0 162.73 V Ince level 163.45 1500 GALLON RETE I V .90 � 162.5 16 V V V FAX (508) 998-7554 3"wall--' SEPTIC TANK 2.70 3/4!-1 1/2- WASHED V V r mental Englneering V Land Use Planning 7E�_y SLAB DISTRIBUTION V STONE ELEV.= 159.0 163. 163.00 162.0 BOX DATE: 9/20/07 CROSS SECTION VIEW -LEVEL STABLE BASE SEASONAL HIGH GROUNDWATER ELEV.= 158.0 XVATI CONTACT PERSON: DAN GIOIOSA LIMIT OF EXC, 0 SEE NOTE #10 ELEV=152.5--,- SEPTIC TANK YSTEMA ACAD NO. FILE S PROFILE FOR PERMIT DAR 07-4036 SSDS.DWG NO. NOT TO SCALE 0" 8" 280f 82" 130 -SOIL DATA_ TP-1 ni TP-102 TP-1 03 TP-1 04 A SANDY LOAM 1 OYR3/2 B SANDY LOAM 1 OYR5/6 C1 SANDY LOAM 2.5Y7/3_ C2 LOAMY SAND 2.5Y6/4 159.4 U 158.7 8" 157.1 3411 152.6 86" I AR A % 133 A SANDY LOAM 1 OYR3/2 B SANDY LOAM 1 OYR5/6 C1 SANDY LOAM 2.5Y7/3 C2 LOAMY SAND 2.5Y6/4 160.4 0­ 159.7 4 of 24" 157.6 36" 153.2 78" 1 4Q A I -1A A SANDY LOAM 1 OYR3/2 B SANDY LOAM 10YR5/6 C1 F.SANDY LOAM 2.5Y6 C2 SANDY LOAM 2.5Y6/3_ C3 LOAMY C. SAND .L_12f5/4 159.0 U­ 158.7 3" 157.0 17*# 156.0 44" 152.5 65' 147 F; 19() A SANDY LOAM 1 OYR3/2 B SANDY LOAM IOYR9�6A C1 F.SANDY LOAM 2.5Y6/3 C2 SANDY LOAM 2.5Y6/3 C3 LOAMY C. SAND 1 OYR5/4j 159.9 159.6 158.5 Y MX�- o6 EARTH BACKFILL 0 0 a 00 - 6 0 V V V V V­vk V VV &V F'v' V A V V V V V V V V '9 V � V 1 w Vr V V A V A V V V V A V V V vi V V V Jev V 4V V V V ve V V V L V V VIA V V V V V V V V V V V V V V V L.)IDC* V V V V V A V V V CUM I rVT ki n Tn V V V V V V V V V V I <ZAMM P'll I DESIGN PERC RATE: 1- IN 15 MIN 12" MIN. EARTH -100- EXISTING QONTOUR DESIGN FLOW: 4 BEDROOMS X 110 GPD/BDM 440 GPD REQUIRED BACKFILL PROPOSED, CONTOUR SYSTEM DESIGN: USE 20' X 40' LEACHING BED PIPE INVERT ELEVATION 2- DEPTH OF 1/8 BOTTOM: 40' LONGX 20' WIDE X 0.74 G/SF 448 GPD PROVIDED 1/2"WASHED PEASTONE ITS@ TEST PIT 10- DEPTH OF 3/4- TO SEPTIC TANK 1-1/2" DOUBLE WASHED CRUSHED STONE DISTRIBUTNON BOX 156.2 BELOW THE STONE rmuf-uor-u) YVAIr-r1% -Dr-Mvit-OL. L 4 6$ 6 4) J TABLE ELEVATION OBSERVED) GROUNDWATER 154.5 TYPICAL FIELD CROSS SECTION RESERVE 1AREA NOT TO SCALE ZONING REQU-IREMENTS (MINIMUM) 158.9 LOCUS MAP MOTTLES @ 29" MOTTLES 0 29" MOTTLES 0 24" MU I I Ltb U Z':f B ELEV=1 57.0 ELEV=158.0 ELEV=157.0 ELEV=1 57.9 ENCHMARK ag '�3 0 82" PERC @ 96" CONCRETE BOUND PERC 60 FEET RATE: 1" IN 3 MIN aj TBACK RATE: 1" IN 12 MIN EL.= 159.75 FRONT YARD SE 8/9/07 SIDE YARD SETBACK 20 FEET DATE: 6/14/07 DATE: SITEC, INC. PERFORMED M SITEC, INC. PERFORMED BY* REAR YARD SETBACK 20 FEET WITNESSED BY: CHRIS MICHAUD WITNESSED BY: CHRIS MICHAUD N 63-28'-4-5 5F % -0. OTES 11b".001 0\ GENERAL N /K 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA 10., FULLY EXCAVATED JEM IS READY FOR INSPECT ON, ARE IN PLACE. MEN THE SYS AND WHEN ALL COMPONENTS \A '55 THE CO OF HEA�-TH- '5. NTRACTOR SHALL NOTIFY THE LOCAL BOARD 5' LIMIT 0. EXCAVATIOI 103 ILP :.:A SHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES 2) WA 2 158- 3) ALL ELEVATIONS ARE BASED ON MSL ELEVATION DATUM. IE THE LIMITS OF THE 4) HEAVY EQUIPMENT SHAH NOT BE ALLOWED TO OPERATE O� R NSTRUCTION OF THE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CO 015 157 EXISTING GARAGE q0 WELL 86) SLAB TIONS TO THE SEWAG 5) NO FIELD MODIFICA E DISPOSAL SYSTEM SHALL BE MADE WITHOUT 165.,d PR POS�q 19 1 PRIOR WRITTEN APPROVAL OF THE ENGINEER AND. THE LOCA� BOARD OF HEALTH. 4 13EDRO IOU 'M 1P lb DWELLIro M -75 LED IN T. Ff#j 6 6.5 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTAL 30.5" SLAB- 1,59 0 ACCORDANCE -WITH TITLE V OF THE STATE ENVIRONMENTAL eODE AND ANY -A 16 APPLICABLE LOCAL REGULATIONS. TIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACI 7) SEP 18.5" OR APPROVED EQUAL. ,Ib LEAVE ALL CONCRETE PROP�SED 100' W56L RADIUS 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER O� Lz�a - WELU MOM- STRUCTURES IN ORDER TO PRO"ADE A WATERTIGHT SEAL 7.5" -D WITH NEOPRENE CASKETS 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALE TOP VIEW OR ASPHALT CEMENT. 3, 5" DIA. INLETS z 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL NTH CLEAN GRAVEL AND COARSE SAND. 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. 5, 5" DIA. OUTLETS SILT/FENCE/ Now LIMIT OF WORK/ 7 NNW 7.7 -7"STAMPS LTH CROSS SECTION VIEW BOARID OF HEA, I DISTRIBUTION BOX- ne NOT TO SCALE co CC1 F "I V: DCC2 LOT 12 DC' C 3 �bb 75712 SQ.FT.,bbr- 10'-6" BOARD OF HEALTH STAMPS 1.74 ACRES V, DCC4 NOTE: 1.) AH WELLS LOCATED WITHIN 200' -qO PROPOSED D C S.A.S. ARE SHOWN. 5-8- A§� IMIT OF 2.) THIS LOT IS LOCATED IN A FIRM ZONE 3.5"dia BVW 3.) PERCENT LOT COVERAGE: 7.2% SEp 2 6 20,07 4.) (2) REQUIRED PARKING SPACES Pr;.qOVIDED IN GARAGE. knockouts 5"dia. inlet outlet C� 5.) THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE. CON ER AR MO&H DCC5 6.) LOT SHOWN IS LOT 12 ON PLAN F)REPARED FOR RICHARD VATION COMWSSION CORLISS BY SITEC ENGINEERING, C)ATED OCTOBER 26, 1994 AND RECORDED IN PLAN BOOK 133 PAGE 129 OF THE BRISTOL COUNTY REGISTRY OF DEEDS IN NIEW BEDFORD. PLAN \AEW G Cg,.SEWA g,MPOSAL SYS FINISH GRADE Mp. SCALE: 1 =3 0' 1 20" dia. cover (typ) ELEV. = 165.0 top r - -E4" RAISE COVERS TO GRADE RAISE D-BOX COVER TO WITHIN FINISH FRIAS RESIDENCE GRADE EL.- 164.0 MIN OWNER: TOP OF T �n DWELLING COVERS TO BE WATERTIGH T 6 OF FINAL GRADE E11C TAPE TO BE PLACED OVER FOUNDATION AND SECUREABLE MAGN MAP 79 LOT 6-13 ALL SEPTIC COMPONENTS ELEV.= 166.5 4- -4 4­4 11 4 MEDEIROS LANE 26`�� oo,,-, SUB. LOT 12, 3" B, 10" DARTMOUTH, MA 5 5' 7 t-. 1 IRM: .50 40t 4#-6- 6'± 0 1.57. SLOPE ENGINEERING F 7 449 Founce Comer Road th, MA 02747 1500 GALLON liquid P.L.S. STAMP Dartmou 162.73 S(>i4O PVC (508) 998-2125 level 163.45 REINFORCED CONCRETE 162.90 It. I nc 162.5 SEPTIC TANK FT% �7 FAX (508) 998-7554 s 162.70 3/4--1 1/2- WASHED mental Engineering"' SLAB Land Use Planning ELEV.= 159. 163.25 DISTRIBUTION STONE 163.00 BOX 1162.0 CROSS SECTION VIEW -7. DATE: 9/20/07 ELEV.= 158.0 LEVEL STABLE BASE SEASONAL HIGH GROUNDWATER *7 LIMIT OF EX�AVATIO 0-5 SEE NOTE #10 ELEV=152.5-:,. CONTACT PERSON: DAN GIO1 5A SEPTIC TANK- SYSTEM PROFILE FOR PERMIT ACAD NO. F1 LE NO., NOT TO SCALE DAR 07-4036 SSDS.DWG NP! IGE .5 -I id-1 Do not cut, notch or drill flanges Do not suppottioisthytop flange andlor web. Do not cut holes near bearing support 0 (, ` l imam �sfence psr Boise Joist hole ch- ,..., nr.,,,.,' WALL ABOVE (PROVIDE I OR HIT44OUT WALL ABOVE) I -JOIST BLOCKING PANEL, USE 3 (10d) NAILS AT 6 O.C. BLOCKING PANEL (lbs/ft) MAXIMUM VERTICAL LOAD TRANSFER JOIST DEPTH lbs/ft 3 1 1I2" 2200 11 7/8" I900 14" 1300 1611 1100 4ALL OR BEAM BELOW NOTES: a. Blocking panels are to be used in dry conditions only. b- Blocking panels are to be in full contact with upper floor and lower wall plates. c. Blocking panels must be adequately designed ad as a load trmsrer point for gravity loads from floor and roof above. d. Use 3" (10d) nails at 6" o.c, for blocking Tanis. e. See table for maximum vertical load transfer per joist depth. F. Provide a minimum 1 1/21' surface end beffing• Blocking Panels at Interior N.T.S. 12 1/2" (Sd) NAIL FOR EACH JOIST FLANGE L3 NAIL EACH SIDE WITH 1-Y (Ii NAIL 1 11211 BEARING LENGTH AT ALL FLOOR AND ROOF DETAILS i NOTES: a, Start nails at least 1 114" from ends to avoid splitting flange. b. Driven nails at on angle to prevent splittin3 of bearing plate, i D2 Joist Attachment at Ends N.T.S. MAXIM OM 4400 Ibs/ft VERTICAL LOAD 7RANSfER CAPACITY, 1-2 1/Y (Sd) NAIL FOR EACH JOIST FLANGE TOE NAIL RIM BOARD TO PLATES WITH FOUNDATION OR I 2 1/2'(8d) NAILS AT 6'l O.C. OR WITH STUD WALL 3 1/2" (16d) NAILS AT 12" O.G. NOTES: a. Dimension lumber is not suitable for use d§ a rim board in engineered Joist floor systems. b. Install rim board to fully bear on wall plate and toe nail to plates per detai' c. Rim board is to be full height of joist d. Rim board is can integral part of the floor diaphragm required to resist wind and seismic loads Rim Board to Joists N.T.S MAXIMUM 4400 Ibs/ft VERTICAL LOAD TRANSFER CAPACITY. I j o0U\J\ I INSTALL I -JOIST AGAINST RIM r0Arl 3 BOARD FOR PARALLEL WALLS S�Ub WQ W l3 TOE NAIL RIM BOARD TO PLATES WI ALL L ( 2 I/g` (8d) NAILS AT 6" O.C. OR W/ (16d) NAILS AT 12" O.C. NOTES: a. Dimension lumber is not suitable for use as a rim board in engineered Joist floor systems. b. Install rim board to fully bear on wall plate and toe nail to plates per detail. c. Rim board is to be full height of joist d. Rim board is an integral part of the floor diaphragm required to resist wind and seismic loads D4 Multiple Membe Beams Side Loaded Connection - 1 3/4I Versa -Lam Nail Pattern i 12" o.c. 16d COMMON NAILS 3 PLIES - NAIL (SEE CHART) `N BOTH SIDES t 3�H L t L—� MAXIMUM UNIFORM LOAD I I NUMBER PF �(Ibs. PER LINEAL FEET) ; I � M) EMBERS 2-ROWS 3-ROWS 2 520 780 i 3 (a) 390 585 j NOTES: a. Nail pattern for 3 - piece member must @ecur on both sides b. Nail values may be increased by 15% for 91,0w -load roofs and by 25% for non -snow roofs where building code allows. c. Verify nail pattern with members engineering report, if different, engineering Ireport will supersede this detail. Rim Board Parallel to Joists N.T.S. b Z SHIPPED 1 EXTRA JOIST 1 13' 4" 16 4" 15' 0" ZV 4" I i 1 - 1 i 15 ,I 15 15 2 � 2 1 2 r I r T io I (. 2 P1 DN II 14 1 1 I I 1, A16X8 TOP AND 2 - BOTTOM PLATES I I P1 DIN I I W/ fiX8 TOP AND � 7 TTOM PLATES 1 � I I 15 7 1 J O ( 2-Droppe-d(2) 1J2 2 - Droppli L - I 7 1 1B3-40 na 1 1 B4 00 I I 1 I b 11132 DIN P1 DIN 1 I N W/ 6X8 TOP AND BOTTOM PLATES l 1 - -W/ 6X8 TOP AND - _ - -BOTTOM PLATESPI I�! DIN l �� AND; I I 13 I 19s 1 Co i I II I 1 14 ( ` Floor 1 Main Al 11 7/8" AJS 20 MSR 16" OCS = 14 DN 1 i. I ( F- MOVE JOIST UP TO " TO A CGOMMODAT W/ 6X8 TOP AND 12 1 - PLATES ( I I BOTTOM FOR PLUMING i ff 1 I _J 2 - Dropped(2) _ C?I T 7 l-_ -9 -- - - - 15 fl�.- 15 10 1-Drlopped(2) - �- - - - - - - 10 - - - - - - - - - 1B1 + 15 15 11 15 - - J I r P1 DN 15 I , - - - - - - - - 11 12(2) All H2 L H2 ' iJ H3-13 Al-lH� 13 15 14 H3 , H2 H2 H3 11Till I - - - 12(2) I - - - - - - � Pl DIN lB5 W/ 6X8 TOP AND I = _ = = _ _ _ _ _ = = pI BOTTOM PLATES �I - ` I I N 3 C" lJ1 L UN /a TOP AND PLATES UJ z_ BOTTOM IT 1 L A 15 9 9 N - .- 68 w 15 3 15 g „ 9 1 a Cq I 1 0 I I — —-- — — — — — l — — — — — — — — — = 14' 0" T 0" IT 0" 21' 0" I (OTHER STAGGERED PATTERNS 1" ±RECOMMENDED, AS APPROVED BY ENGINEER 15 TYPICAL ACCEPTABLE) 40 i 1-1/2" MIN. 2--1/2" MIN. 2-1/2" MIN. I-1l2" MIN.�� • • SPACING SPACING I END OF SIMPSON HANGER 4" MIN. - 24" MAX. 4" MIN. - 24" MAX. ME IBER NOTES: a. Verify screw pattern with members engineering report, if different, engineering report will supersede this detail. FD5�—Multi Member Connection Nailing Pattern D6 SDS Screw N.T.S. �t Saved Date: 11 /12/2007 5:12 PM 1lntservl1\wo \ j"'J(�147P\AA Submissions\Construction Documents\ELP\0710178 MA 11-16-07.pdf mate. ��i`�'�" irements N.T.S. PROVIDE BLOCKING PANEL 3� 1' OVER BEAM, TYPICAL SILL PLATES PER PLAN, h / SET ON SILL SEALANT ;3 I MINIMUM 112" AIR GAP BETWEEN CONCRETE AND T BEAM, ALL 51DES LVL BEAM PER STRUCTURAL. PLANS, NUMBER OF PLIES MAY VARY SEE NOTE 'C' D� TI F00 l,,I- NOTES: a. All b--an pockets to be a minimum of 4 1/2" deep (u.c.n.) b. Provide a minmm I/2" air gap around bean. c. Bean to sit on a 2 by pressure treated block or 114" steel plate, cut to fit, on a bed of high *tensity concrete. 2 and 3 ply members use 1/4" x 5" x b" steel plate, 4 ply members use 114" x 6" x 8" steel plate. d. Bears to have a minimum surface bearing of 4". Foundation Beam Pock4 66.8" uo"1111 00 r gPlar w BEAN TO BE FASTENED LVL BEAM PER STRUCTURAL TO TOP PLATES AS PLANS, NUMBER OF PLIES SUGGESTED BY MFG MAY VARY DOUBLE TOP PLATES I i TYPICAL WALL STUD J z REQUIRED POST TO ,mil SUPPORT BEAM PER STRUCTURAL PLAN a SINGLE SOLE PLATE , :T III SUB -FLOOR SHEATHING TRANSFER BLOCKING o�N BETWEEN FLOOR SYSTEM AS REQUIRED DOUBLE TOP PLATES OR SILL PLATES Post In Wall Detail N.T.S. N.T.S. \ DEL TOP PLATES TO BE LVL BEAM PER STRUCTURAL CUT AT POST AND TIED PLANS, NUMBER OF PLIES MAY WIT14 A SIMPSON 'MSTC28' VARY STRAP TIE APPLIED TO BEAN TO BE FASTENED BOTH SIDES OF PLATES TO TOP OF POST AS SUGGESTED BY MFG �— TYPICAL WALL STUD DOUBLE TOP - z PLATES a REQUIRED POST TO U- ° SUPPORT BEAM PER STRUCTURAL PLAN SINGLE SOLE i Q k� BOTTOM PLATE TO BE PLATE $iY CUT AT POST AND TIED SUB -FLOOR I WI A 51MPSON 'MSTA24' SHEATHING STRAP TIE APPLIED TO BOTH SIDES OF PLATE LU DOUBLE TOP PLATES OR N SILL PLATES TRANSFER BLOCKING BETWEEN J POST TO BE FASTENED FLOOR SYSTEM AS REQUIRED TO SUB -FLOOR AS REQ'D Post Thru Wall Plates Detail N.T.S. I st floor Posts and Columns framing Schedule - Nominalized Tag Qty Description Length 1 CF1 9 2 1112 ° L 1-1Y CG a° Lrr DE51GN NOTES: REVIS(ON:ri: BY: [O i ] NOTE TO FRAMER- PLEASE BE AWARE THE LAYOUT PROGRAM (BG RAMEP) USED TO GENERATE THI5 DRAWING WILL SOMETIMES OVERLAP 5T�UCTURAL MEMBER LABELS ON TOP OF EACH OTHER, IF YOU ARE UNABLE R READ AND/OR UNDERSTAND A MEMBERS LABEL, PLEASE CALL NATIONALLUMBER5 ENGINEERING DEPT. AT (505) 339-8020. [021 THE FLOOR SYSTEM ON THIS PLAN WAS ENGINEERED WITH THE SiANDAKD DE51GN LOAD VALUES FROM THE COMMONWEALTH OF MA55AC[W5ETT5 STATE BUILDING CODE (750 CMR- GTH EDITION) OR AS SHOWN'OTHIN THE PLANS. ANY ADDITIONAL LOADS (i.e. GRANITE COUNTERTOP5, CE`�NMIC TILE, ETC...) THAT ARE NOT SPECIFIED WITHIN THE ENGINEERING CALCULATIONS OR PLANS MAY REQUIRE RE -ENGINEERING OF STRUCTURAL MEM!5�1 5) BY NATIONAL LUMBERS ENGINEERING DEPARTMENT, [031 NATIONAL LUMBER CO. WILL MEET OR EXCEED ANY STRUCTURAL OEMBEK5 f (i.e. JOISTS, BEAM5 AND SUPPORTING MEMBER5) DESIGNED BY M OUTSIDE ARCHITECT OK ENGINEER AS SHOWN ON THE CONSTRUCTION DO�UMENT5. [041 REFERENCE ENGINEERED WOOD PRODUCTS (i.e. I -JOISTS, LVL5, �M BOARDS, VERSA -LAM COLUMNS, ETC...) MANUFACTURES SPECIFIER GUIDE AND/OR INSTALLATION GUIDE (PROVIDED BY NATIONAL LUMBER AT TIME OF DELIVERY) FOR ADDITIONAL INSTALLATION DETAILS, TABLES ANDIOR RECOMR)ENDATIONS, IF ONE 15 NOT AVAILABLE PLEASE CALL NATIONAL LUMBER ENGINCtRING WOOD 3 PRODUCTS DEPARTMENT AT (505) 339-6020 FOR A COPY_ _. FNG \1\1 OF Mass SPECIAL FRAMING NOTES: LAVIRENCE 3• � [O 11 ALL 2 AND 3-PLY LVL BEAMS SHALL BE NAILED TOGETHER WITH i ZO SINKER , {"OT4 fullNAILS, UNLESS NOTED OTHERWISE ON THE BEAMS ENGINEERING CALCULATION 1 O ST �C AL c> DESIGN REPORT, SEE DESIGN REPORT FOR CONNECTION DIAGRAM. 30146 [021 ALL 4-PLY LVL BEAMS SHALL BE SCREWED TOGETHER WITH SIMP5ZN 5D5 P 114 X G WOOD SCREWS AS SPECIFIED ON THE BEAMS ENGINEERING CALCULATION o��SS1)NAL G\w DESIGN REPORT. [03] 11/1 7 J015T5 MAY BE MOVED UP TO 3" IN EITHER DIRECTION BUT 5HAL-NOT EXCEED I THE SPECIFIED ON CENTER SPACING BY MORE THEN 3" BETWEEN A'�JACENT J015T5 AND/OR BEAMS. Z [041 SEE FOUNDATION PLAN FOR, LALLY COLUMN LOCATIONS. O Lt! - QO CD DE516N LIVE LOADS (f) �: LU CD NON -SLEEPING ROOMS:......... 40 PSF Z Q Z rV SLEEPING ROOMS: ................. 30 PSF tLJ d O ATTICS :............................... 20 PSF �{ Q- J DECKS, BALCONIES, ETC.: .... _GO PSF }- U} O LU HE O ~ � I_— POSTS AND COLUMNS CHART o LU0 m z (Not all columns are used, refer to layout for locations) 0 l- W z P 1: 3 1 /2" DIA. LALLY COLUMN (CONC. FILLED) D_ T) � �` M P2: 4" DIA., I GGA LALLY COLUMN (CONC. FILLED) J P3: 2- 2" x 4" (#2+BTR) KD S-P-F P05T t�Lt 0 � Z x 4" {#2+BTR) KD S-P-F POST C� til z -_t U O P5: 4- 2" x 4" (#2+5TR) KD 5-P-F P05T a _ PG: 2- 2" x G" 1+5TR) KD 5-P-17 P05T P7: 3- 2" x G" (#2+BTR) KD 5-P-F P05T O Q 0 Z W/ P8: 4- 2" x G" (#2+BTR) KD 5-P-F P05T 11 1 P9: 4" x 4" (5TD+BTR) DOUG FIR P05T (L i U 0' 0 O P 10: 4" x G" (#2+BTR) DOUG FIR P05T LLJ P I T: G" x Z:�i O Z Q Q PI 2: 3 1 /2" x 3 1 /2" VERSA -LAM POST Q P 13: 3 1 /2" x 5 114" VER5A-LAM POST z� Li O O Z LLI P 14: 3 1 /2" x 7" VER5AAAM P05T LU IL tp PI 5: 5 1 /4" x 5 1 /4" VERSA -LAM P05T _z `-� n }- PIG: 5 1 /4" x 7" VER5A-LAM POST :70 W R/ (L/ P 17: 3 5CH 40 PIPE STEEL Q P 18: 3 I /2" 5CH 40 PIPE STEEL O C) J P 19; 4" 5CH 40 PIPE STEEL 1LLl 1 Z Z L�LJ P20: 3" x 3" x 114" TUBE STEEL LL l I- O 0 Q O P21 : 3 1 /2" x 3 112" x 114" TUBE STEEL (17 Z Z P22: 4" x 4 x 1 /4" TUBE STEEL _ 11 Q IV I— O <C z 11- 15t Floor Deck framing Schedule - Nominalized Tag Qty Description Length 1 13 11-7/8" AJSTm 20 MSR 41'0" 2 5 11-7/8" AJSTm 20 MSR 40'` 0" 3 8 11-7/8" AJSTm 20 MSR 35'0" 4 12 11-7/8" AJSTm 20 MSR 2�5 0" 5 3 11-7/8"AJST"" 20 MSR 1''0" 6 1 11-7/8" AJSTM 20 MSR 1( Or' 7 6 11-7/8" AJSTm 20 MSR 10 0" 8 3 11-7/8"AJSTTM 20 MSR le 0" 9 , 9 11-7/8" AJSTm 20 MSR 14 10 4 11-7/8" AJSTM 20 MSR 11 0" 11 5 11-7/8" AJSTM 20 MSR 0" 1.2 4 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP 21'' 0" 13 2 1-3/4" x 11-7/8" VERSA -LAM® 2.0 3100 SP l 4")" 14 BLK BLK 11-7/8" AJS20 9110" 15 TL 1-118" x 11-7/8" BC RIM BOARDTm OSB 2 'l' 0" 15t floor Dropped Beams Framing Schedule - Nominalized Tag Qty Description Length 1 - Dropped 2 1-3/4" x 9-1/2" VERSA -LAM@ 2.0 3100 `7 30' 0" 2 - Dropped 6 1-3/4" x 9-1/2 VERSA-LAM(D2.0 3100 S� 23' 0" L z cf} Rq �j s6 C,; 4' lL C) _i O O ' i � tt0 as L' U_ I st floor dangers Accessory Schedule Tag Qty Manufacturer Product Description Nailing Pattern H2 4 Simpson Strong -Tie Inc. HUS1.81/10 1-3/4 x 9-1/2 to 20 Face Mount * Face Nail: 30 1 Od; Joist Nail: 10 10 H3 6 Simpson Strong -Tie Inc. IUS2.56/11.88 Face Mount Face Nail: 10 1 Od x 1-112"; Joist NO: 2 teardrop Y I st floor Caps and Bases BC FRAMER® G Accessory Schedule SCALE: I L111 =, 11-011 Tag Qty Manufacturer Product Description Nailif.g Pattern DATE: 1 162007 H1 16 6 X 8 SPRINGFIELD PLATE 3 1/2" 1/4" CAP PLATE FOR 3 1/2" LALLY COLUMNS BY: AJS / BW FILE• 071l10I 78 b f . G DWG: N SHEET: ! I I Plan Must Do pt 0►n Site during Coptrudlon t ILE ; i Nits I sai - GENERAL NOTES: ALSFILE COIO SEEADDITIONALBUILOING NOTES THIS SHEET IF APPLICABLE.Dy ' • '�� + r A": ,,,•••''' f I SITEWGF ABullder Mdl vz VII DOORS&WWDOWS yy ,{ CCCFallon raspons@Ie foraA tll W¢IlaeM blsmm wIU gmdn ADvors: 6 - + B. Fallona lion a"""O' O.gom"Oman mnsWcg PN to to.Il gade¢aM 1y /�+J�,� ( "padceam Uelinea tag ours as btlows and al L](iN�l "rily (r 151/i!� • - (d i S N ill®latl Drevn gs ltsM1own If lines,p2aea amLoralevatlonaare tp,lntlicaletl sPeclHed by Bvllaer VC✓/ ��_�..,_. .le>._..- ._�__#' o. rm a�011Plaoning toaGFIGGI i lgea Rravhallry minBmaea P. Overhddd"l .ag°e�!o��"ad I�°ai a.'Is�eP Sal,aai��„ '"aslvlo ar ]DESIGN INC. - 4 �J n CONCRETE aFall. d.,ChinperQ fup PassaspaciRea by Bullaer ana approved by mmec h 'f C c::2iY""' ) ♦ �g A All concrete mebdal mnshucoon mmponmm all iamntbnu shall bO deslpneaena apmYhd ..Smog Bbu dpols: as apeclRea 1111 a 11101- byown �"j bv°Uers' Lm@MrtloPm:ae"ectiaa Seeplars FLOGi Nlactlmwby.wnacar. n hF _ y1a !1 C1iJ cy�+ P�� 4/ 4/ !/ m MAspNRY-Aumaa.mytr�dalarob.immlb¢bra.pananma memo B. wna.w¢: (319) 395-7900 ABacklSronevenaerper Sack In:nlme orAmerlm stenaartlx 1. WIG- as follows aodasap.clRed Se.plane �����'7 r t q �e � �� ✓ 1. ProWde maduarshe bock veneer unim cam i M .hC-t 1 Iola,, //®ems J� q� ('� poSiadb govaminp"des. a. Uving levels QnGudmpwalkou[hasemenlf patyWrryl.rmetal cbd. LA^ ,, V'®� '1s/. 6 ra Bncklypasha Ihaloiala by BUlodl-gprovad by "mar. b. Basement$I. Plans �Z/" r" yirw� �'�• ;'S.:' �`^�i`A Lyrt�(. t��7 N MEigL6 emorlarNamoName wM govemNp"sea 2jobO e" slyb and quanlyoddrm on Drzwmgx -at• fy ^^^---ttt,,,e ��. �,. A AII¢odaid.l¢b01 M.R mmDIYwIU 1 GlavFg shall be low EdouNe-pale lneWaWg oleo¢ In livngareas. L j: y 'i dG•, h yv f�j n4 en ee,� oovemingmtlex MCRucNmisieal 4. Tempered glean N all w da as regvlred by g-,Ing Ode¢. - 41 j,1 '•Z g <` ¢g, ,(/ u wwkmba spmfetl ens desloned by en Ongineer llmnsedmgovemng ebte. Sb¢bliemegeewyegraa. unm as req,l.db g r`A.yAi l$"yc V WOOD AND PLASTICS ygovamin mtles. i;y NNN 4-�" Af,v V. 1q/3,� A mmharaMmviWecwreNenglneered vnad pr.dtrir a abal m aadbbnb FaloWIg wip GFlnlahhaN llaGdib,lIFGdedlW,aoa, TG"1llh.,dW a qulredbygG,aGNpood.a 3 �•7?k.'t P P �-y ZS govemiLOIUa- mmpywlh VIII FINISHES �r g( .4 - -._w a. 5•-'1,� °• r 777 S-?` q 1. Rmtluc[Use Mpnual"oflhe Western Wvod poducb Assoclatlp r aplaal.n ens ua.af aGSTc""Pa"IRa € g * Ppa"almluaea'nmatmmaaz 1. Gywwn"Pea unless pmeml"nNed mall h. ptovla.a aaramw¢: ' � s � 4 ev s 4 7 y �/_ 2."PymdSDmMmtlanantlGradaGma'.raaAmeamnPyw..agaclanon, weal.layartrz•mgmarp..lamlmaaoram. m �� m� � � , (% 3.Amemm� wppe PreaervereAamdamn smnaama ana remmmenaaupna mrrke•raaoaam b b.Im. mmaor"mu"¢:1-dyer lrz'aAOlmpmela eepnmae. ` �., AT N .h 4•;•l .'� _ 8' ` Yyt•„ Y ' z s'rs"%,l .e+1 r ana preaerMlve Praceure bastes mmberaM PlNaopa. e. G.IIb61-layer5l8• mgularpanela C q� � q$ _ q �-r � t�9 �"`^*dII" x..y,,, y _ a. All wvoa NtlkahWas •Pressure treama^.r'treai.a•snN bePreaervanve preswm a. G. MoNaeSle'hD.xcPo. moo),Nne.-gGlreabymda. I� slzm ~4' /-• _ .n�t oaal.a. T.r�yhwammaiW�,,n�ae�ammalal�ilowlml�scno.,�,nprewmgaanaa¢ to arc99S�'� �¢-'�<<�iSt> b.gnwoamamea.a�erebm"r.hanbefiareamntp.a¢.b.aaa. re C�-`"'+T' ` -• /1,. s }"ijp S. Fare ng lumber paWtla lumbu eM maarlMa meamg.r exceatlln tleafollpwin ommnantlatl bygypsum alllb-ol mamaad-anaae tlmalad y7� 'w•D '+y,'SL c' e gvantlaNs or bymmmon poll ,,.[l+ ''� Ar'� {t t°v. Allengnmredwooa pmducbNgi be emretl hentllea xd'nsGlletl in sbkl e.mNancawM eta"npataaa aa�w).xmg,a raslanarsmgrpwm weRbpammu a.realaof)olm R A %xC }� ,.. ""Goons as mqulrea. "7' w {yL/ F• T:r •� 7 ry - p �S 4- _ ��- y1� p .t+ .��i1 2.AY nerinpadha bmnmim to IBC tlblaT3gd gat fesleningschadule. X SPECIALTIES on Dmxitma shall be"etlRed bYowrec W £,�jY ��A+, _. taemnamaae np ea E yp '*y�yA,�-.{ h.';,� M.} •+. "" -r-- n.53�*t-i afEiail epRam mmmprsln mnra.iwim AFlapla"a shall ne as mnpws • �, TJ Y - Pressure treaba NunberchaR be "Ivanizee P-.nVcmrea �� s•Id\ R .s+• R """- ti m91 &5UMNnass "ec T"11"aGrabWesa sleet omm�ad bummA UNe¢¢nINetl omercnae" I a L+,,�- �7}t�cyj. 'fir •''-Y{y i 7'€ •'"'/ ^-r+� •-.,. �- -� .� }, ',�Mjt-�µ(� All headers mtl beam¢ shah be all horn GO all 1c1, andshakas 1atYb antl a¢e shown MnoUa diewkgs Pane)unRSMo» 6al.9�Hu L§ Cj,; �}•�,y�� `'yp.1 ,,1 �) � • �� _ -�•. •--- ° j- d,s �' }if ? ' S'-'a' ^,,. �1 �M n�.:i y 5. Cell nokl¢b ere tleUgnetl far no aNc ¢toaga unless npiea oUetwlsa. S. Manufactuaranam Od hl ante"mgledbybSI-fl"IapP Ibypwner, dg °Q�� �4� °"e'\l �F -k ''-Gi-ffi i. .. % T•> J.. J.l a +y/1 �n il,. T'..,r &.Spades: 3. CmNagmlBlahall be--POG-G- mrP-Plab,ollall. MRrePlaca and. heado, m au1�¢r$ .• N. 1 _ kr ,/� .` "•''v�r O, LTr " lSi T,}'9�t�3 A .l" vt1,?y 4 Load bearing rambA mam=1 ascep, Welea:Doug Fb1UoFb paler loottl aalabod re -olds -Tula by manufaclumr ale as rewired by gaam gmd... Q ' •'"-�` � WCLIBGr WWPA ^•+�;yam„ pagv reanna a.Shower, lib and 1-howmendiarea shall be c.na0ucad Nappmved sal glazing al y 153 t y � � - • `�. /v/ f \ }.�'I'�j'}e o•a'[1 EGle, mpantl tlaltio,baaM Yab SoNhern P'ne Fr A2under hall tlia aguiremem gI--by Bvlaer-h fnalappmvd by owner f ���_'���_�,� _ �• � .�,�.,�-�_ 1 !, !�1 Y 4� E-d-dald-ommg, 3oelnem Yellow pbe #2 or halter CCA 40 Passvre des ed F . E Etenordeck ng mN aIll-; Ponaamsa Pne.or boner CCA4o Preeaua dalad aGvamalla anon b.1-daaas.novm on. -no. ana azunen¢msed n"r...nbol open °E 39a a0 �-gR1 -'�""'�-'�+� �'-!ems- '�•) _ T? N "vj ry, T. R" h Hamware. .leas arsl. rvaya bnain a ana am a balmnb. i'm`- ° m' ? T 3. g g P ppmnea or lab.1nsnare mGa man 3o €�< steal rcema Imhe. move gaa..rnmrbelow.Tb. rep mpueNralssnall nM be leas Wn3e bto �'a r'{10 helghLOpen gveMallB shabodelnbrmWI-11sora-doloWpadoloa"h male E$� L'"r.-, % If(- a +�AfLM1;ry �'j"'� `x x�g� Uae galvanized at extenor loeahons sphea 4lncnes in dlamaler"nnat plea lhmugR C. Wood roof busses era to beM/meal plate mnnecled woptivlpN wootl web busses " % MECHANICAL se Ye II"ble Y9 j rc -- Tress layout issMemaheo Truax manuaclurer Mail be aspens ble lGrma tlasi9n A. Generel �p�p a pnclua ng spadng)orall Wsms Trusses to be des ghee and mmfiea by an eitgineartlmined .Inf.rmatl.n antlley.ub shown on dawim¢are Doty schemer"ntlesign aM ahell It. 9 ' uia W lha 9ovem ng sale. Desgnwaba aasesmresalamin mum net upim pressure of l2 pet a Wewedbymnbacloa suppnea and bu ltlNp oRaals for compnanso with gmremng yqQ i� �' �• 1 1 -- '� "'_ -- -__ _ - _-__ D. Main SWIFFIGbucli.n shall mnsllof 3-TalT mangers 314•Mid-di,na 112•thick fare, God -Id goods ,mrewmmn Pacticex �2.a°'d l.o SairGmmahym meat l.cm mtle aqu cements. 2. EgupmenlaMfuMres shall be s".iretl by BUlMer. I' E. All wood plates bear n9an concrete or meaenry shall W,f decayreslstanl maald es agWretl 1Dalig, n� nsabUd., or epvpmantahall be ma a W,l, tyofH,,Geodes gmnsad by Rwemm9 mtlaa rep W. shell ba ¢abcletl by BvlaG-d,pplvGd byownx B. Plumbing pp G.AR exterior lamhp aiN deck ngshall be"nsWcted of de"y-resisaMlunber CCA AO or e9. 1 Plumb n9 rougMin shell be ProvWetlbweehm boa fokmomea washer. F W THERMAL&MOISTURE PROTECTION -.lhal-elves to dryer rerga antl Rrepbceas speciatl by BUlltler. - _ Al�ednai hntln gliddil at assemblies adacenf to maarose-atedapaces - C Heatln9 Vennlming&All Coliftnlo i, v 1 > m Ing the require""a.fgwemin8 codes antl unless omemae holes meeRtg me 1.Furnzm gaa,mr"dak"" Oil by Mold, � "1 '. �: •, (ELF }y`Y} � _ � a i�..� 4t f.�.� L L L L L }t �••• Y f011Gwng con mum requ amvnts' 2. Al HVAC egupmemahGOba ntlMa"Ilysv.Hchea L L L L L L 1.fto-­InFGUMalonwaga: 3. Ma, hr GOT-Illexhaustb 1.ah 4 1 `" y, a. Base" PdGa9II F.bF,ylfacedba.kels R-11 4. Mecham"I evheuMvmnlaliGn where that"led in balhr.ores, water GGsalmmpetMems """"'���III b. CrxN Space glass Thar, vnawtl bankers R-11 end bvndry apneahall exhaust a eHenorand DrGWtle a mini mum of 5alr flanges per hors - a2x4 I fibs bares Rl- ELECTRICAL (see atlalironel notes irappl cable) a. b.T gafm asar,btlxaR-19 patGlnlamal on all la)arla shovm on Oawlnpa ae Doty schamans in tlasl9n, and sM1all be • __ """�' "" Z' 3 Ceilnps a AdG,.eas:glaaa N-boom R30 revbweabymntlacMFollnlbmantlbudaagoRcwlamrcmnPnen"WaM1 govembp 4'i?0 codes-l-d mmm"mob,-Fi pactlms xa•� y.aw j) lodlod f -...SSA a b.Vavlletlraare:9leeefiber balm RdO 2.Equ pmentantlN"asshall ba ¢pecnbtl by BPnder. y tir.11 �•15 r ii 111{\.. -1 4. k 'lA�. It �'� `�`.� sty. d.t� �+rA rf,S,% i�L�i. ;t�.. _1 - t •!dS f• I - A t�s L n. 1^ � �" aFamaa rwors evarunnearea areas lass nberbaRS R-1s.. •ill. Vtl�TAR Lal�1. ka1 ``\lit t4t1 �}tty\ tt .iY Lit�,1 Ltl1\cltv4ty if „,�t11,tL1'il\ 1-.l'-'=. I.0 „(: �j � -.. /' ',1 /?� a- �{ 9 3, OesiAnaM in¢allatlpn ategmpmenlsnallbe Ue aeponelOillty ofU.aPpropaab llmnsed yy , �di N'Ali lrlli}A iS' }tt VtVT I\Ia ' r b 4.1 {1�t � tr4l t4 .4" tPrttt# Li 1 �'" ab-ol.Rwlyamylena va"rnamrlb nsiae� ofcaa¢a, all anariorwain m¢.pt mno-ampa pT( hatbrpoms B. boligrouna favlleice[marrUPlers lGFl or GFC�as reguYea bY9oveming mtlea -! i-ill[._1W!It fl 4 M ■ 1� < / ^ .`'',¢jeJ A\� .. f L C. Roofitm Mal ba specifiatl by Bugtlxand ae ehovm an °raxNgs antl epproretl by oxaiar. AO oultlom, bmheMp �J 'RAT" d. r�� �}f1 �) �tpF l�sAi�/•4r1,Y5''}i�s l�wiA715 d D. Siding shell bs as spec Retl by BUlMarantl as shown onDmwnpeeMappoved by owner. Ar.untl aWtcrcuRplpmc&o �Irecepatles shell bepmWtledwM J �+�." ( t tli � t•'Y'°:=r`S�. }^ E. Flashing antl cheelmealas requires to Dremnl pene9atlon Of waarlM1rovgh Ua eHerbr Clmall"alty mdimtl snmk0 deactors meeting Ne raqukemena NallA"emhp yyy ,� ; ✓� `* tN�} �IITM1S'�y,,y,, j a [NS ��Tlg shell 111. b-lb In.,da n--MPIyng calm9-Itilp mtlex comply wihperonent codas Sm.b aetecaa Matl ba llg voli poweretl equipped sMhe bailey beckuD antl Oohs [ 'i! PLANS, V' �1 i L A93. ammmadatio. OF-dI"Panted On.f-AmUbcNrel 8h,id Meal Manum'"bll¢hed an alarm aWlbb In all steeping arose. by SMgCNA All Iron aheatmeal OeM ng shell ba hotdip gaivanizetl comply �pwlM1 A$TM This plan is SYMBOLS I -' F. Gulled end aow�DUM a¢¢pacllled by B011tler OGwnspONarm epash to"tlons Mall /�(\ e11???hss"` bede[e Imdby Contreclmantl apDrovetl by Bultlar antl awnerso asWptovxla Poslgv. MustBe # )p (yam{ �! +4y copyri h roGf"tlsnaaanaga �y y ELEVAT[ONHEIGHT gr V �Ig f ted af'� GAroeIDM teervanNalbn®regWetl by 6overmnp wiles antl aeanevm wi0avnigsnmrecama. TTT a_. V 6 111 g U and �y Prod, mK ana roof omea speofiea app oved by Mar use bem.smenaure $ 6��T be reproduced RBBvabla ors L WALL SECTION -� During HI. dad. on lmereP-.I y� �� �I� Cl�n�i�� � � p duoed or twmemmprr0unaatlGn wan roe marines er@ullaer. ar. JobIo1i� �D. 2. sump pitaM Pump roe epecMea br Buller and as shpwnpn lkawm9a, tr S. PartGaled f.unaalk da1n 91ae epecMedb Bulltler antlappro d ��8 . �, •� „It.?1 4"� �ed in any Teunner by own � INTERIOR ELEVATIOIN RU �i + 4-i l 'f this notice any f f i�i'`"^g THRU SECTION u ABBREVIATIONS: �� ��' nt Tr FRA _ MING LIST NOTES: - ----�- Pdc , r in HED, them this pBV. ABOVE MIN. MINIMUM ;_rer,- ,N r•~ r -- y>�a Fs>,`:• ADJ. ApJUSTAeLE -N.T.E. NOTOO SCALE EXTERIOR HEADERS: UNDER B'4T 2-Tx10 WfM FLAT Tx40N BOTTOM 'CONTRACTOR IRRESPONSIBLE FOR CHECKING CONTRACT DOCUMENTS, FlELOCOROITIpNS'� 51 TH�OWNER ORCONTRACiOR'S RESPONSIBhTfY B.C. BOTTOM CHORD O.C. ON CENTER OVERUNLESS S'OTHE OTHERWISE SPECIFIED LID PlyWOMASS.UNLES pND E%IETINB"" SM FOR ACLURABY. CONRACTORIEREO'D TO OBTAIN CI.ARIFICRl7[Id ��'� TP51�1'HEEUI�LDaUPNt+px A101SCAUT DNS NREOR TO PREVENT B0. BOARD OPNG. OPENING UNLESS OTHERWISE SPECIFlED ON PLWS.UNLESS STRUCTURAL FROMTHEDESIGNER BEFORE PROCEIDING WITH ANY WORKW OVESTION. AAAGGG 'S SLOG. EAM BUILDING O.E. OUTSIDE POINT LOADS ON HEADER. THEN VERIFY WITH LOCAL ENGINEER. tt pp LOG SOL. BEARING PCT PICTURE _ THESE PLAN.-DE-KNED AND DRAFRD BIAHMANN. OESION, WC. TO MEET-f--GE � turNETRUCTILNRAgIfFRIALS REFERENCED HEREIN ARE FOR - BRK BRICK ROD. RADIUS INTERIOR HEADERS: NO BEARINGTx4 CONp--pNDCODE- IN THECITYOF CEDAR RAPIDS, :OWA AS OF COPYRIGHT GATE: BECAUSE ��FXAMPLE PURPOSES p[.�LYANO MAY NOTCOMPLYWRH YOUR RSMT, BASEMENT REF. REFRIGERATOR LppESANOREOUIREMENT-CAN CHANGE ANO MAY VARY FROM JUR F C C1Ti0NTOJURi3pICIT1ON LLOCAL 20NINGULATIONS.OWNERORCONTRAGTORAndersem ) BTM. BOTTOM REO.A2EQ'0. REGUIREO CAP STOOP: SIC PLYWOOD ZxB FRAMING TAP CON OR RAMSETAND SPACED AHMANN DESIGNDOES NOT WARRANT COMPLUUICE WTfHANY SPECIFIC CODE OR SHALL GE RESPONSIBLE FOR THE FINAL CHOICE qND SELECTION CANT. CANTILEVER RM. ROOM TOFOUNOATIONTIES; PLYWOOD TOHANG ONFOIINDATION REGULATION.CONa PLAISFORALBUIL➢INGPROFI:s@IONALTODETERMINERE OF ALLC°NSRUCTONMATERWIFNALSAND HOICEANDSELEFRIALEUSEO YY I N D O S • D 0 0 R S CH. CHORD R.O. ROUGH OPENING HALF WAV SWTABILITY OF THEGE PLANS FOR YOIIIL-PEOIFIG-ITC ANDAPPLICATION. TO SATISFY GOVERNING CODE&. CUS CEILING SHTG. SHEATHING - RI6 THESOLE RESPONSIBIlJTYOFTHEPURGHASERANCIOP-9111LpER OFTHI-PLAN TD-EE Ahmdnn pest Inc. Greatly Recommends Andersen Win SQ. FT. STEEL FOOT NOBRpGING: SOLID BLOCMNG WHERE REQUIRED BV GOVERNING CODES. THATTHESTRpCTURE IS BUILT IN STRICT COMPLIANCCM ALLGpVERNINGMUNICIPAL y.•WI-OWS,IFNOTNOTEO, ARE ASSUMED TO BE CASEMENTS. 9n COW&Door PFOdUGtS C.M.U. CONCRETENINGMASONRYUNR CODES E ) C.O. CASED OPENING S RpCT. S RUCTURAL MAIN STAIRS: 12 RISERS, 3/4' TREADS WITH I- OVERHANG ON FRONT, GOMPLNN E DR=, GSAE, R FEDE AL) ANWITHgLL FAULTS. ANMANNDES FAILURE OF .TEMPERED GLASS LOW'EAE REdUGRFDBVLOCALCODE. COMP. COMPACTED T&G MINPERED GROOVE GLU-WITI- AILEO,TR SHANG OVER ENO$11/2"OR HERE BY DISLCAIME ANYANDALL WARANRE3, IXPRESS ORIMPLIED, INCWOINO THEIMPLIED &.'VERIFY DEPTH OF FROST FOOTINGS WITH LOCAL GOVERNING CODES. DO CONCRETE TEMP. TEMPERED 21/4'WITH SgRT BOARD. WARRANTY°FFRNESSFORAPARTICULARPURPOEE VERIFY SAES OF FOOTINGIFOUNDATION WRH LOCAL CODES,REGION, CONFIG. CONFIGURATION TRANS. TRANSOM AND BEARING CAPACITY OF$OIL CONT. CONTINUOUS TRAP. TRAPEZOID UPPER 'CONI S PLYWOOD FLUSH FOR IX6 BALUSTER PLATE UNLESS SPECIFIED THE PURCHASER MWORBUILLERSOFTHISPLANRELEASE ANDWAIVEAHMANNDESIGILING COMTR CONTRACTOR U. TYPICAL BALCONIES ON PLANE. ITS OFFCERS,OWNERS, AND EMPLOYEES FROM ANYAND ALL CLAIMS OR TAW SUITS AGAINST S.-ALTERATIONS TO THISPINICANRE MAOEONLV BY AHMANNOESIGN, MC. PLEASE CSMT. CASEMENT U. WASH AVATED THAT MAYARISE DURING RE CONSTRUCTION OFTHMSTRUCTUREORAN"ME THEREAFTER. CALLONEOF OUR DESIGNER-�1-S00.T25'-FOR A"'AR D. DRYER W. WASHER TUBlSHOWERb: S, 4'AN03'E%gCTOPENINGS. DBL DOUSES WD. WOOD PRICSRO INFORMATION. DFE4AWN 33Y: iHERA D.H. DOUBLE HUNG W.H. WATER HEATER E%TERIORDOORS: ON 3WPLYWOOD, PATIO DOOR ON DECK ALLDESIGNS CREATED REMAINTHE LEGAL PROPERTYOF AHMANN HOME PLANS, INC. Die DIAMETER W.M. WELDED WIRE MESH CHIECKEL BY:KEYIN DI. DISPOSAL TRUSSES: 24" a a WITH BRACING AS SPECIFIED BY MUSS MANUFACTURER. TO BE DESIGNED 1. •6RUCTURAL ANO FRAMING MEMBER$INDICATED A4E BASED ON SPECIES OF DN. DOWN BYENGINEERUCENSED IN GOVERNING STATE LUMUGCPJ LAWFYTHE&PAN. DTL DETAIL •TRUSSES DESIGNED BY LOCAL MANUFACTURE"RE SHEET INDEX FINCAL RELFASE:T/I6/O DW. DISHWASHER RAFTERS: 24'ac. WITH GRACING AS SHOWNON PLANS IFAPPLICABLE CONTRACTOR TOCONFILO THESIZE, SPACING, ANOSPECIES OFALL FRAMING Re STRUCTURAL 1'R� C EA EACH VAULT 2M01G o.c./TxB SUB FASCIA LOOKOUTS A$NEEDEO. _ AND SRUCTURPL MEMBERS qNO ISTO VERIFYALL MEpSVREMEM$gV JOB SITE GENERAL VTRV VTV. V'1L NOTES ELEV. ELEVATION ENG. E ERI R EXTERIOR WALLS: PLYWOOD SHEATHING OR OSS TO BE USED THROUGHOUT, 'ANY STRUCTURAL OR FRAMING MEMBERS NOT INDICATED ON THE PLANS ARE TO BE SREO EM. IXTERIOR SHEATHING IS ALSO REQUIRED ON THE OUTSIDE FACE OFALLWALLS THATADJOIN SY CONTRACTOR. ,I R�YISION$: FD FINISHED ENCLOSED UNHEATED SPACES SUCH AS PORCH ROOFS OR ATTIC SPACES. 'PROVIDE NECESSARY BRIDGING qO RFAUIREp BEP,SiN FL0ORJ015T5. MINIMUM DESIGN LOADS: .1G-1 GENERAL NOTES r•I•Ie e/29/Ol FIXi. FLOOR 2.1NELOADS,DEADUCADS,WINOLOADS, LATERALl.J.4D-PAW EARTHOUAKELGbWS 1. DESIGN WE LOADS 1 RENDERING FLR. FLOOR VINYL BIDING. CAULK BEHIND WINpOW3 ANp AND DOORS. TO BE DETERMINED BEFORE CONSRUCTION@Y CONTRACTOR AND ADJUSTMENTS TO PI.ANB ROOF. 2 .ELEVATIONS F.P. FURNACE WATER WRAP OVERALL EXTERIOR WALL$ AND GABLES; MA DE ACCORDANCD BEFEE CONSRUCTICAL G OByCIONiM LOADDD AjUSTIRNING SNOW -..-...... .3p PSF FURFTC. FOOTING WATERTIGFTAND LAPLIKEFIASHING. YOUR PARTICULAR REGION.(PLUSIJNBAfANCEDAND6NOWORIFTLOADINGACCORDANCEWRNASCEI-02 3 MAIN FLOOR �' 'tea No. sloes GRAN. FURNACE BASED ON 30 PSF GROUND SNDW Lp . WPORTANCE FACTOR 1,0) GRAN. GRANULAR. FLASHING: 9�61MpER WGGE ONALLGABLES. 3.•pLL EXTERIOR WALLS, INCLUpING GARAGES, pRET.}HAVE 1/2"RIGID SHTG. FLOOR GYP. -GYPSUM RUBSERFLAEHINGIB•WILONGSHEDROOFSANDER ALUMINUM STOOPS. •ALLEMERIORWALL$gREDIME NSIONEOTOGU;SD-OF STUD. OPFNAREAS,OFFICE-,STAIRS-„_-._..100PSF 4 FOUNDATION HDR. HEADER CONTINUOUS FLASHING PLONG SHED ROOFS AND STOOPS. 'ALL IMI 1RIOR DIMENSIONS ARE FROM CENTER STUp TO CENTER STUD. APARTMENT,- ......._.......... AO PEF ,IL Di .HEIGHT gIMENSIONS TAKE PRECEDENCE CONOTSCALEDRA l G., - 5J. y,IALUSTAIR DETAILS IN6UL. INSULATION VEWFYALL pIMEN81ONSBEFORECONSTRUCTION 2 DESIGN OEAO LOADS C V !'s L� lr1+R !1 l's UN.. INTERIOR•A002X6PLUMBINGWALLSASREOUIREpBYLOCALCODE ROOF: 6 KITCHEN/CROSS SECTIONS KR. KITCHEN TOP CHORODEAD LOAD .......................IOPSF UN. U IN 4.•trz• WATER RESI6TANTDRYWALLATSHOWERTUBS,AND WHIRLPOOLS. BOTTOM CHORD DEAD LOAD ...--....- 10PSF 7 ELECTRICAL/ROOF LTV. LIVING \ FRAMER SHALL PROVIDE CLEAR CHASES FOR •1-RYVVALLONINTERIORWALLS. FLOOR: =M=L MICROLAM PLUMSINGANDMECHANI A TEM 'WWDRYWALLONCEILING3. FLOOR, DECK JOISTS, CEILING, MISC.._.12 PSF(PLUS PARTITIONS) D. MAXIMUM `5/S"TYPE'X' FIRE CODEDRMALLONGARAGEWAUSANDCERJNG 9. WIND LOADING f MED. LAB. MEDICINE CABINET THEFRAMER SHALA.METLANAN'LUMGoENTOF FRAMING MEMBERS TO PROVIDEREQUIRED PER0110 D3 REOUIREMEMS(gOMPH-ECONO GUST, EXPO SURE C, IN RE EVENT OF ANY DIBGREPANCIE¢BETWEEN PLANS, ELEYATIONB, F MFRJMFO MANUFACTIIRERDAANUFgCryREO CLEARgNCE$FORALL MECHANIC.ALAND PLUMBING$VSTEMS WHITE MAINTAININGSTRUCTURAL IMPORTANCE FACTOR I.0) OF•TTGT.TT INTEGRITY.ANY/ALL FRAMING MEMBERS THATINTERFERE WITH THE ROUTING OF MECHANICAL OR 4. INCRPA$EOESIGN LOADS 1F REQUIRED BY GOVERNING CODE. ANO/OR DETAILS, THE CONRAGTOR /&UB{ONIRAOTOR SHALL CONTACT l rr""�rlT1l1l11 PLUMBING SYSTEMS WILL BE RELOCATED BYTHE FRAMER OR BY OTHERSATTHE FRPMER'S AHMANN DESIGN, INC,- r31S) 395-190p BEFORE CONBRIIGTION FOR EXPENSE C lt`CATIOM F `LHHARN DESIGN ID NOT CONTAC"TH T, E CONTRACTOR/ A 6116GONRACTOR WILL ASSUME F.R.L. RFbPCNBMLITY. m - © COPYRIGHT ISSO AHMANN HOME FLAN85 INC. P G`GaCTED URGER ARCHITEONRAL di CO-- PFOTECTIh A.cT OF MaO OF IRITVIOUTH LAB tis Endorsel a Copy ' t Plan gust �a Kept 4n Site During Constru 'pn Date ,F AMDAANN DESIGN INC. (319))-395-7900 10E 34 SYg� a a Z agmfL_-a-v] .MTV, p W :NOUI�� O� g!oH zrmm I�-I 48aq"IE=rc3o IQ'�' o�Gaj��3uj� Oau,�O¢�a `M sat m Q 1 \.1:�1L A Lttt4J� as�vs r CRAWNIEgY: THERA )ICri}�n is CHECK:a BY: KEVIN t/ ma �8 FINAL RELEASE: 2/I6/00 NOT be reproduced or EVI6I0>J8: traced in any manner. ♦ (1 this notice does not. JOB N140. 814S8 appear in RED, then this is an unlawful copy. (39) 395-7909 Ors' SEVEN N THE EVENT OF ANY 1180REPANCIEO BETWEEN PLANS, ELEVATWN�, - AND/OR VE All THE CONTRADTOR / BLLBLONTRAOTOR 84ALL LONTAOT AHMANN DESIGN, NC.* OW 99S IWO ®SORE CONBTRII MN FOR _ OLARIFIOATION. IF AHMANN DEEIGN 10 NOT CONTAOTED, THE GONTRAOTOR / & 147RAOTOR WILL ASSUME RILL RESPONSIBILITY. n COPYRIGHT M-38 AHMANN HOME PLANS IN;C. MATERIALS NOTES: - I. R IS THE OWNER OR CONTRACTOR'S RESPONSIBILITY TO TAKE THE NECESSARY PRECAUTIONS TO PREVENT AGAINST THE BWLDa1P OF MOISTURE OR MOLD. 2 CONSTRUCTION MATERIALS REFERENCED HEREIN ARE FOR SCHB'IAT C -RID. ONLY AND MAY NOT COMPLY WITH YOUR LOCAL ZONING OR EAFEFY REGULATIONS. OWNER OR CONTRACTOR SHALL. BE RESPONSIBLE FOR THE PNAL CHOICE AND SELECTION OF ALL CONSTRUCTION MATERIALS. FLASHING TO BE INSTALLED: I. AT WALL AND ROOF INTERSECTIONS 2 WHEREVER THERE'S A CHANGE IN ROOF SLOPE OR DIRECT ON. AROUND ROOF OPE ICE PROTECTION. 2 LAYERS OF UNDER A MEN EMEN TOGETHEROR OF A SELF-ADHESx NG P LYMESS UTO A EN 5 EET ENTED FROM EAVEE EDGEPONT AT LEAST - INS — THE EXTERIOR WALL LINE OF THE W LD NG. ROOF DRAINAGE1 COLLECT AND HARGE ALL ROOF DRAINAGE TO THIS GROUND SURFACE AT LEAST E FEET FROM FOUNDATION -- OR TO AN APPROVED DRAINAGE SYSTEM, ROOF DESIGN VERIFY HE L HGTS, ON TRUSSES, ALL EL NG S MAY NOT BE THE SAME R WALL HGTS. a RAFTERED AREAS MAY NEED TO BE AD-1. - OR DOWN TO MATCH HEELS TRUSSED AREAS SO FASCIA LINES - ?IATCH UP. VERFY HGYS W/ TRUSS MFR. ROOF VENTILATION: I. PROV OE RIDGE V ENTS AND SOFFIT 12 107 12 10� TOP OF PLATE _ —_— • FOYER 910 ..OF= TOP OF PLATE - TOP OF WINDOW 8" FRIEZE BOARD 4" FRIEZE BOARD STUCCO O DOUBLE ROWLOCIAI. FLOOR FRONT ELEVATION SCALE: 1/411= II-0" LEFT ELEVATION - I] .... - -- a . ... .... 2 - — 10 HORIZOr TOP OF PLATE ...� ........ "" "'- _... ..- .... — — ... .. .. __.__ ........ "Id " S- HC' --'^- - TOP.OF PLATE_ - - TOP OF WINDOW_ __ .-- 8 FRIEZE BOARD 4" FRIEZE BOARD - MAIN FLOOR 'OD K SCREEN PORCH TOP OF PLATE .TOP OF WINDOW_ 0 - TOP of SLAB — — - - -- - REAR ELEVATION SCALE: 1/4"= f-OII 12 5U10 a L.. � �� � u • J 1CC��aIa ❑��Co rr ma SIMIE-1101 mii n a WIN m i,lllllll' L�. Imo' ICJ LJ J I■ . ��� L-J Nno A 1-1 ANN DESI(GN INC. (319))'-395-7900 a Qa g TOP OF PLATE O m DINING ROOM TOP OF PLATE �? b o z U ' 9 TOP OF WINDOW -O' FRIEZE BOARD �i r'W -4" FRIEZE BOARD o g 0 U Fri MIZONTAL SIDING STUCCO -DOUBLE 0'3 99 k ROWLOCK . o W MAIN FLOOR ��y4mm �-. , F�+MyI �I - - - �y .Ea,z w¢w ^ Y <m�o'E�r�mom ssFgm= 710' SOFFIT HGT, - y* TOP OF PLATE _ _ — _ m NOOK < GREAT ROOM TOP OF PLATE —_—_ © COPYRIGHT ��EPNS, INC. TOP OF WINDOW— _ AHNN HQ: `B" FRIEZE BOARD This r� p� �n 4"FRI=ZE BOARD 0 his- pia is ` copyrighted and May � DRAWbN8Y: THERA NOT�yA reproduced ®r CHECK;M0 BY KEVIN MAIN FLOOR pbe G�jp V FINAL RZELEASE: 2/16100 TOP OF PLATE—_—_ +raced in: any manner. If this notice does not RE JCL_L- N9 I/4/OS TOPOF WINDOW__ appear in RED, thin this is an unlawful copy. 8 PNO. 81498 m (319) 395-790 2 TOP OF SLAB _ — - _ QV SEVEN IN THE EVENT OF ANY DISCREPANOIES BETWEEN PLANS, ELEVATIONS, AND/OR DETAILS, THE CONTRACTOR / SUBCONTRACTOR SHALL CONTACT AHMANN DESIGN,INC.- —) SSS1100 BEFORE CONSTRIIDTION FOR CLARIROATION, IF A-- DESIGN IS NOT CONTACTED, THE CONTRACTOR / SUBCONTRACTOR WILL ASSUME — RESPONSIBILITY. LGJ GOPYRIrsHT 1995 AHMANN HUM= I-'L.AANO II;NG. PROTECiFl» uNDER ARCHITECTURAL WORKS COPYRIGHT PROTEOTONNC- OF 6S'-O"(O.5. STUD) MAIN FLOOR: 4„ 2232 SQ, FT,T, AHMANN 4:_D:, o.$" DESIGN INC. FRAMING NOTES: 1. 9'-1 1/8" WALL HEIGHT/UNLE55 NOTED f ~ O�M (3I9) 395- / 900 2 WINDOW R.O, DO NOT INCLUDE I _ TRANSOMS ARCH TOPS. f , i1 �•,,�, a. 3 ROOF TRUSSES TO BE DESIGNED Q/�"QO J�^ L A ; f ° „-�°'' 1 CERTIFIED BY AN ENGINEER, .7s�•4.w° i L/i`t \.! t;+ -� LICENSED IN THE STATE OR REGION , r 6 ,.f Q w OF CONSTRUCTION, FOR ALL DEAD t - ;< p S' EEN P H A _ V. LIVE LOADS. ` Z,d II' -I /8"- CEILING H T, rP OOD-DECK ' , - ".^�¢ Q Un W 1 4. ALL EXTERIOR WALLS 2X6's s i6 O.G. g I £ ALL INTERIOR WALLS 2X4s s 16° O.C. }_ '4 Q GARAGE WALL52X4a• 16 O.G. a �a,. 's" wr.�g�w�� O 9. "MICROLAM" BEAM 1 EXTERIOR HEADER m• i g a i i '',.. SIZES TO BE VERIFlED BY SUPPLIER. - ; V Nu3.°£�gi 6. 2X6 PLUMBING WALLS AS REQ. t �° f" /sn /�.,/�' ✓'j7R� �10 Ong F-i II Iva ....� o .a R�OF,TRUBSE �f �a .�g�p�W W I HEADER WALL HGT. '7� i '> L ((��� IG �' Q °off �z:°o`o H^ ��� A5 REQ. - �, r > ROOF TRUS ES v I = O FULL IGH-£�,`aaFi+�" 2-6 z 5. 6" j .p W] C-IRDER TRUSS LL3 , y AHMANN SI�L � t li IN \j p x4j CH NGE IN Rz NOOK. WA HG LT. I �� 5 II'-II/8"CEILING H This plan is � Z ,++1�e{--�� FiEYfDER 1 �w igGz>ua copyrighted and may : : 1 : E � NOT be reproduced o 5 B 4:$,,, �:, traced in an manner. > __ 4 S va EEDIROOM = y =W � . C Fl RR OUT 4 MASTER p REQ. II I I/B S : " CEILING NGT, a J w WALL HGT. N I If this notice does not _� £<oaw3 CHANGE IN ; m EATING BAR - .. J, SWUALL HGT. .. D.W. I W i I - appear n RED, then th`s Iy ip z s an unlawful copy. - i T (31�) 3��-7�� = w x a z = GREAT RO M c w W U II'-1 1/5"-CEILING NGT. KITCHEN `' m N - w II' -I I/8" CEILING NGT,gED SIN Y uJ LL'_ v5"ROOM 02 DIRECT ENr - 8 P \ GAb NREPucE °� ISLAND 2 b:, ., CAB, O a v B CEILING HGT, o '• ,•, " 5 i\Q -<• m N Y ® I • y 1O' c:L Nc 3-IOn S U 5'4• s � DUCT CHA E R O W to d �. �.�. • ro. Ir-I /b• 3 I I/e J N) E II 4'-0" O d O w •N VERIFY 81 MI IU i+ I ROD/I SHELF ' i R D/I SHELF I� `r - O IIL I1j --�• r, - r �-0• � d ANTRY - I R O _s SELF CLOSING _- __ r.L �n r I ROD/1 SHELF R eag FIRE DOOR I - 1111111 R RIG. m D w „ I'I „ "m l GENERAL NOTES: o _ m in X r �10-03��„• I. CASEMENT WINDOWS / UNLE06 NOTED -m S TEMP. GL455 A6 REQ. BT COD9 L I I 2. C IB THA RESPONSIBILITY TW THE GENERALI.H`I--_-0VCONTRACTOR TO INSURE THAT ALL PRODUCTS U ARE INSTALLED PER MFR. RECOMMENDATIONS.___m LE: Q al 3. IT Ib THE RESPONSIBILITY OF THE PLUMBING, ' ELECTRICAL AND HVAC SUBCONTRACTORS TO DESIGN/ BUILD THEIR SYSTEMS AND TO INSURE THAT THESE 6' j. • 4, I TIS THE OWNER OR CONTRACTORS ARE INSTAI-LED AND ES RESPONSIBILITYRATING ITY 3 CAR GARAGE j I NOTE: TO TAKE THE NECESSARY PRECAUTIONS TO PREVENT O ED CEILING HGT. CEIL G H DP I�, TO BE USED 5, COMPLY YOUR LOCAL Z EFE ANCE ANOE 3 D N ROOM wg F YE GROOM I REIN ARE 7 9' I I/8" III I/8' QI1 N , GYP BOARD FOR SCHEMATIC PURPOSES ONLY AND MAY NOT sI I FILING HGT, w N Gt. = m � 0 w OR ETY _ 2x4 BRG. s m Q m - THROUGHOUT REGULATIONS. OWNER OR CONTRACTOR SHALL BE I 13'-By. WALL l'-l'h" �- > V' ' u RESPONSIBLE FOR THE FINAL CHOICE AND SELECTION i GARAGE i OF ALL CONSTRUCTIONOMATERIALS. 1 n Jw1 s .. U. N 1- a 6. SMOKE DETECTOR fj VAN AJ N - I U e. NENER�OR W® DIMENSIONS CHANGE IN 2 e� curs ./ W WALL HGT, RCH TR I ABOVE - ka ARE TO CENTER OF STUDS. _ IIWIgLI CHANGE IN I II. EXTERIOR WALL DIMENSIONS T WALL HGT, Y d ARE TO OUTSIDE OF STUDS. - Q O II'-1 I/6" `� _ I DRAWN BY: THERA N iv WALL. HGi. '., GIRDER TRU56 9-O" X 8' O,H, DOOR CHECKED BY: KEVIN O 5'-0' • W/ TR-0 x 5( ROOF TRUSS S HEADER ---_ - FINAL RELEASE: 2/16/00 AN , ABOVE Q AS REQ, BRICK ENDER BRI K VENEER I6'-O" X 8'-O" O.H. DOOR Q REVISIONS: JLL 1/4/05 BRICK VENEER ... JOB NO, 8I488 FLAN ^+ 69'-0°IO.S. STUD) AND/OR DETAILS. THE CONTRALTO OF SEVEN MAIN FLOOR 1 L �N AHMANN DESIGN, INC.. (3191._T IN TTHE SVENT OF -NY BEF—E FOR IEb BE WEEK IF— , E E ATIONB, C R / 90BtgN1RACTOR BHALL CONTACT - SCALE: I�411a I: OII CLARIFICATION. IF AH 1—N -SIGN IIS NOT CONTACTED uTHE CONTRACTOR / SUB -CONTRACTOR WILL ASSUME — RESPONSIBILITY. © COPYRIGHT ISS8 AHMANN HI. PLANS INC, PRorecTFD ARCH—1— WORKS coPYRI— PROTECTION A- OF ss GENERAL NOTES: I. e'-S 1/2' CEILING HGT. 13' 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO INSURE THAT ALLPRODUCTS 12 < ARE INSTALLED PER MFR. RECOMMENDATIONS. - A ���,T �rT�� 3- IT IS THEOWNER OR CONTRACTORS RESPONSIBILITY �Y1111V1ALV IV TO TAKE THE NECESSARY PRECAUTIONS TO PREVENT 4' FF T1.��+ AGAINST THE BUILD-UP OF MOISTURE OR MOLD. DsiGN 11V l.. 4. IT 15 THE RESPONSIBILITY OF THE PLUMBING, ELECTRICAL AND HYAC SUB -CONTRACTORS TO DESIGN/ TO INSURE - BUILD THEIR SYSTEMS AND THAT THESE ;-' _'-1T H^ ` \. 5, CONSTRUCTION, MATERIALS REFERENCED HEREIN ARE �19� 395-%SOO FOR SCHEMATIC PURP05E5 ONLY AND MAY NOT 8" DI 42" DEEP P 1 COMPLY WITH YOUR LOCAL ZONING- OR SAFETY HO FOOTINGS - IR REGULATIONS. OWNER OR CONTRACTOR SHALL BE O BOTTOM RESPONSIBLE FOR THE FINAL CHOICE AND SELECTION ; DIA.x42° P05T FRAMING NOTES: w OF ALL CONSTRUCTION MATERIALS. W HOLE FOO -FLAIR 6. CASEMENT CONSTRUCTION MAT NOTED - O� I; OUi BO O I. WINDOW R.O DO NOT INCWDE _ as � 6 _ TEl'IP. GLASS AS REQUIRED NO CODE / }} TRANSOMS IO ARCH TOPS. ��' w 1. SMOKE OE-ECTOR OS � 2. ALL EXTERIOR WALLS 2Xb s m 16° O.G. - B. VENT FAN ® -i O S. ALL INTERIOR WALLS 2X4 ° m 16 O C. q�� Q m O W S. INTERIOR DIMENSIONS ARE TO CENTER OF STUDS. 'U 'MICROLAM BEAM °EXTERIOR HEADER !� 10- BASEMENT SASH WINDOWS AS REQUIRED BY LOCAL 3'4" 13'-0" I-, 0 812E5 TO BE VERIFIED BY.SUPPLIER.g aq 3 i U CODE -VERIFY" SIZE ° LOCATION W/CONTRACTOR.I 0-` x �1` W 4. 2X6 PLUMBING WALLS A5 REQ. U. FURR OUT AND INSULATE BASEMENT W' In z WALLS A5 REQUIRED BY LOCAL CODES, hi m ~ 9 J 12. 1'-0" MIN. CEILING HGT./ 6'-8" MIN. TO UNDERSIDE OF n ' a It'. �N�o BEAMS, DUCTS, ETC:. T-6' x 5'h - �+;-� fflffi% L ^ Alv e - 2X6 STUD WA OVER j� GONG, WA W/ IS pO .,WALL 16" X 8" GONG F-G. J LL o ,:. • ---- --= --- _-- •-- --- --- H Z Q O F BEAM POCKET F• BEAM POCKET •�yA¢ ±t'; % 4. ILI A SPACING Ely ML I' I 10 X 120' CONC, WALL W/ r •. B ?b° L 120'XIO CONC. FOOTING h& O e o ATIC UNIT SPACING BY MFG. \\\�\`' ®COPYRIGHT Uw Qe�b' j 2X6 STUD WALL OVER \\ a m 3y 8" CONC, WALL W/ I \\f ,�\; \: ' sa AHMANN HOME PLANS, INC. Q ° 16" X 8" GONG. FTG. \\ \\ _ ; i 15,�i •___ 12 _3A•' U'4� icon - 15'-5 • �' ..' 4" CONC. SLAB m j 36" X 36" x 12' 0 j NOTE 1 This plan is _ — wl CONC, FTG, TYP- ° W W/ VAPOR BARRIER OVER PROVIDE EGRESS WINDOW copyrighted and mayjf 2X6 STUD WALL OVER JI 4' COMPACTED GRAN. FILL. F' E AND WINDOW WELL AS P—T1 ° SPACING BY MFG. �\ At 8" GONG. WALL W/ j °4 NOT be reproduced or IS" X 8 CONC. FTG, I SPACING BY MFG. IN,' an manner .raced y :.\\T,-_\; It this n tire does not 5 L \\ \M O CONC. FTG. TYP, m' m W I SPACING BY MFG, _ =j 10" _ �I 2.�n —°— � inj RED, then this �-----•-- — I \ FG.nP. D Q 3e F 23 a 36' 36" X 121, 2-8' _ _ -------- CO),::, - is an unlawful copy. _v L' R __Y + DRAIN O BEAM POCKET BEAM POCKET W.N. FU N 1 ___ -_ -_ ____ ____ __ ___IT ` (3 9) 3 -7 p -- -- o 1 9 9 m - 2X4 BEARIN OF CONC.' 1161,x° O E. WALL WCON 'LOADING L - •° ✓a-- m - --- 10"X 120" CONC, WAL W/ WWV \\ ' , 20"XIO" GONG. FOOTI 45 m 4 FOOTING .4 , 8"X S" GONG. WALL W/ ' e CONC FOOTING- ' _ m . y` UNEXCAVATED FOUNDATION NOTES: N I —� \ \ ` \\� \ _ . I.2,0 FOR F F.S.F. SOIL BEARING PRESSURE ASSUMED SPACING BY MFG. C..�,'\\t \� \�^? GONG F x 1�° \\\ 4 5M' i -' O FOR FOOTING DESIGN- IF DIFFERENT CONDITIONS 4 \ G, Ty ° 10'-4• 13'-4" 0 9'-0" ' ARE ENCOUNTERED NOTIFY DESIGNER. j 2. DO NOT BACKFILL EASEMENT WALLS UNTIL FIRST I °.; ' ° ' FLOOR 18 IN PLACE. ' 31'-0" Q 3. 3,000 P.5.1. CONCRETE (TYPICAD = 4. DO NOT PLACE ANY FOOTINGS ON DISTURBED OR _ K ' 14" F OOR TRUSSES ; ° Y 3 UNSTABLE SOIL - OVER EXCAVATE AND EXTEND - QQ SPA ING B7 MFG. o O ' ' FOOTING DEPTH. q 4 5. CONCRETE REINFORCING 81ZE t SPACING - DROP TOP OF m 36" X 36" X 12° 10"X 120° CONC WALL W/ Q " GONG, SLAB � 2X6 STUD WALL OVER �i CONC. FTG- TTP. 20"XIO" CONC. FOOTING _ BY OTHERS, GONG. WALL 9'-8" - 10 X 48 CONO. WALL / F _ ° W/ 6X6 - 10/10 W.W.M. OVER O 6, VERIFY DEPTH OF FROST FOOTINGS W/ LOCAL 20" X 10" LONG. FTG. Q 4" COMPACTED GRAN. FILL U CODES, REGION AND SOIL BEARING. -• ' °� W PROVIDE TERMITE PROTECTION A5 REQUIRED PER 5 OTN FOR FUTURE K O 1 LOCAL CODE. d Q N- -------------------- PLUMBING, VERIFY ,° O e. ACTUAL FLOOR JOIST LAYOUT SPACING BY MFG. \ ( W/ CONTRACTOR •, •.• a d RETAINING \\ ._._ __ .: WALL AS REQ. Q ,-• - z �. , v 13•$° °. '1$ 19'-4" LDRAWN BY: THERA _ W 8"X48" GONG. WALL W/ ' 10"X 120" CONC, W W/ E d I6'XS" CONC. FOOTING .HECKED BY: KEVIN m SPACING 87 MFG ° O 4" GONG. BLOCK 20'XIO' CONC. FOOTI G LOGK_OUT FOR ON _DOOR _ SET ON FOOTING 4" GONG: BLOCK ___ _-- STOOP , ____ ______ ________ _____ __ ° ' m ;-- -B FOR BRICK LEDGE -NAL RELEASE: 2/16/00 SET ON FOOTING ___ ___ _____ < - FOR BRICK LEDGE - . •. ° - • .• °a Go PACTED FI L ' GONG WALL w/ _ _ _______ ____ ____ _ __ - ______ _ _ .__ Q a x48 _ , ' O ' 16 XB' GONG, FOOTING O 4" BRICK LEDGE ' < __, - 1 , Q=2EVISIONS: ' 4' BRICK LEDGE I :_ ______ __ 660CK OUT FOR D.ND . OOR___ _______ ___ ro JLL I/4/o5 _____ _ ___________ a I MS 8/29/01 Q LEDGE ��ES NO. 8149$ Q 12'-4" 2 14'" OF SEVEN IN THE EVENT OF ANY DIECREPANO ES DISMEEN PLANS F ATIONS, ® - FOUNDATION FLAN ANDANN DETA LS THEC NTRACTOR/SIID- SCONS- SHALL CONTACT AHMANN DEb GN N (3 ) 5-'1900 BEFORE CONSTRUCTION FOR CHARM AT ON. IF AHMANN DESIGN IS NOT CONTACTED, THE CONTRACTOR / '* SUB{ANTRACTOR WILL ASSUME FULL RESPONSIBILITY, SCALE: 1/4"= V_OII © COPYRIGHT 1998 AHMANN HOME -1.bPLANS IN PRor�TEo WmBz AA­­­woRNs �oPTRIGHr PR?b— AcT 01 1�0 F Ik MHT1 � FHFI M M 3'-5 1/2" EATING BAR EATING BAR 0000 zwi 1 13S, LAZT BUSAN LAZY susAN ELEVATION "C" ASPHALT SHINGLES IS• FELT ELEVATION It" SGALE: 3/S".1' O" 1/2" SHEATHING ROOF TRUSSES . 24' O.C. SCALE: 3/e".I' O" NOTE: VERIFY HEEL —S. ON ALL 12 TRUSSES. ALL HEEL HGT6. MAY NOT BE THE SAME E.AvE PROTECTION 8� R-38 NSUL. AS REQ. BY CODE INSULATION CHUTES As REQ. BY CODE 5/S" DR WALL MITL ROOF EDGE T-10' SOFFIT HST. 8" FASCIA VENTED SOFFIT 8" RRIEZE BOARD 24" 4" FRIEZE BOARD HORIZ SIDING WEATHER BARRIER m 1/2" SHEATHING 2 X 6 STUDS . 16" O/G TOP OF SUBFLOOF MAIN FLOOR SLOPE FLOOR 10" RUN- . AS REQ D FOR PROPER HEADROOM. 3 E C' °o i 3/8" RISE o �-1 `Q STAIR NOTES: LL = MIN. RUN n 0 MAX. RISE Y z _ MIN. HEADROOM 6'-B" HANDRAIL HEIGHTS I. HANDRAIL HGT', 34" TO -' 2. HANDRAILS MAY ENCROAC OF STAIRS BY 41/2" MAX. 3. HANDRAILS CROSS SECTIO 4. HANDRAILS REQ'D ALONG LANDING 2 OR MORE TREADS U1 iv TOP, OF SLAB LOWER LEvEL R-IS INSUL. -- 1/2" GYP. BD - ELEVATION "E" 2 0� T 4 S 8 B FLOOR SCALE: 3/8°•1'-0" RIM INSUL. 1. " a12 HCRiz SIDING 10 WEATHER BARRIER 111 ESjG�'� 1/2' SHEATHING 2 X 6 STUDS . IS" O/C R-IS NSUL 11 VVV W I) AMA - TCP OF PLATE . STAIR SECTION SCALE: 1/2" • 1'-0" 1 1 WIDTH 1 1/4" TO 2-5/5' TAIRS W/ © COPYRIGHT AHMANN HONE PLAN511_INC This plan is ,y� GIRDER v yrig! l ed and may NOT be reproduced or -Aced in any manner. It ti notice doss not Nr-Np e - D, them this I Copy. 1/2 GYP. BD. r GIRT. RM. 4 KIT, GREAT ROOM WINDOW IN t l y' ✓� OP OF PLATE a 11'-I I/S" CEILING- HGT. NOOK T T - BEYONDI BEDROOM i12 WA ME]� � ElBEARING MASTER BATH 9-1/B' CE'LING HGT. WALL H'a'LI- 9-I I/S" CEILING HGT, 2 X 6 SILL PLA E (TREATED) - T'lo" soFFIT HGT. 1/2" DIA- X 10" A 4C40R BOLT T ------- ®® ®❑ . Tz' o.c. 11 LAUNDRY ROOM -7 9'-I/8" CEILING NGT. 4" CONC. SLAB W/ 6 MIL VAPOR BARRIER OVER 4" COMPACTED FILL IMILUJ GRADEA. o �--7� MAIN FLOORzz- KITCHEN . A > _ _—_—__ " TOP OF PLATE S" CONCRETE WALL M.L M' M=L EAM 14 FLOOR TRUSSES BEAM BEAM SPACING BY MFG. KEYWAY S ILI 16"XS" CONIC. FOOTING m - 4" CONC, SLAB 10"X O" LONG, WALL W/ W VAPOR BARRIER Ed 4' COMPACTED GRAND. VER FILL, 20"XICONIC. FOOTING NOTE: ® .A W" DIA. DRAINAGE TILE - ' 4 TOP OF SLAB 10'GRAVEL COVER -____- GRDE ... .,. ... ... ... ... ... -' ... WALL SECTION "AII IO" CONC. WALL W; 20'XIO" GONG. FOOTING SCALE: 1/2"•1'-0" - CROSS SECTION 111511 .SGALE: 1/4" . 1'-0" GRADE AHMANN DESIGN INC. (319) 395-790% a � � �a ga z'a zz w �tj Too=i�o . ;sszao;�= a$a zo i Q> N BY: THERA> CED BY: KEvMN RELEASE: 2/16/Gff0 5 OF SEVEN IN THE EVENT OF ANY DISCREPANCIES BETWEEN PLANS, ELEVATIONS, AND/OR DETAILS. THE CONTRACTOR / 5U5-ON-RACTOR GHALL CONTACT A NN DESIGN INC.. f3i51 3-1-0BEFORE CONSTRUCTION FOR CLARIFICATION. IF AHMANN DESIGN 6I6 NOT CONtACtED, THE CONTRACTOR / S�NiRACtOR WILL A66UI'iE FULL RESF'ONSIB L TY. © COPYRIGHT 1998 AHMANN HOME PLANS INC, MAIN FLOOR ELECTRICAL PLAN 7.777.Po" ELECTRICAL KEY LIGHT RECEPTICLE tD SWITCH $ GFI R£CEPT, (b GFI 220 RECEPT. (5 220 3WAY SWITCH $T VENT FAN SMOKE DETECT. RECESSED LIGHT FAN/LIGHT WEATHER PROOF RECP, 9.1 WEATHER PROOF SOFFIT RECP,IWPS ROOF PLAN SCALE: 1/6" . r-O" ELECTRICAL NOTES: -ELECTRICAL PLANS ARE FOR LAYOUT PURPOSES ONLY. CONSULT W/ LISCENSED ELECTRICIAN FOR EXACT SPECIFICATIONS TO MEET LOCAL , GOVERNING CODES, PROVIDE a NSTAI-L SROUND FAULT CIRCUIT NTERUPTIER AS REQUIRED BY N.F.P.A. OR AS REQUIRED BY LOCAL OR GOVERNING CODES, -PROYIDE A INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY LOCAL OR GOVERNING CODES. -NO POINT ALONG COUNTERTOP TO BE. MORE THAN 2A" FROM AN OUTLET (4, BENIEEN OUTLETS) -ALL OUTLETS ON KIT, COUNTER TO BE GFI -AT LEAST 1 RECEPTICAL TO BE INSTALLED ISLAND COUNTER SPACE -OUTLET$ a WE' BAR TO BE GFI WHEN WITHIN 6' OF SINK GFI OUTLETS ON E . OF HOUSE, IN GARAGE • UNFINI5HED BASEMENTS IA� In S ® � (c am �E��,`i&',tP�` ws FOUNDATION ELECTRICAL PLAN SCALE: 11W' . 1'-0" MATERIALS NOTES. (6 `l �p ■V��G I. IT IE THE OWER oR CONTRACTOR 9 R�SPONSIB L TY TO TAKE THE NECESSARY M016 TOR TO PREVEM OF M09TURE OR MOLD t CO STRUCT ON�MATER 4L8 A t �] r 1 �T� �J 1 1p�IlRi !J �� q r PLANS), J I��,• HOME R6ERB�CED HERE N ARE BCHEJTNY —SEA ONLY AND Vl l 111,�J3 t01 MAY NOT O COMPLY WITH YOUR LOCAL ZONING B d/S�AHglTJj,,(M,ill TO DONTRACTOR SHALLBE [_L EGONSILE OWNER FINAL RESPONSIBLE FOR THE FINAL CHOICE AND SB£CTION This olan is e OF ALL CONSTRUCTION MATERIALS. FLASHING TO BE INSTALLED: v�t1d �ly d a � I. AT-ILLAND ROOF INTE19E I N9 EVER..EOTIACHANGENRDDF 9LROPE OR DIRECTION. 4 COpJPri�h'�a b reproduced or DIND ROOF OPENINGS ICE PI20TEGTON: TOGETHER ORUOF EFL A SELF-ADHERM POLYMER (�pT C/q� traced in any manner. AHMANN DESIQN INC. (319) i95-7900 4� L a78 ,L oa8a,9 Z S� oo Jw-E�W-z _p toa:4g o�o�9a" a O iMd-N r �I l M 6� MODIFIED BITUMEN $HEET.EXTENDED FROM THE EAVES EDGE TO A 1— AT LEAST - NSIDE E_'� does not it this notice THE EXTERIOR WALL LINE OF THE eUILDING. ROOF DRANDAGE then���� DISCH I. COLLECT A ARGE ALL ROOF y� appear i! ` RED `� a DRAWN BY: TTHERA E AT AINAGE TO THE GROUND �RFFOUNDATION �+ �• L FEET FROM POUNCAT oN watts D OR TO AN APPROVED CRAINAGE ST'STEM. i� �� ����. • .' COPY. of i u {/ P CHECKED BYK; KEVIN ROOF DESIGN: FINAL I. VERIFY EEL HGT9, ON TRUSSES ALL 3 5.7 03 RELEASES 2/16/00 NEE-L I`-19 THE GAME (319) 2 WALL HGib. RAFTERm AREAS MAY NEB TO BE ADJJSTEp Up OR DOWN TO MATCH EVISIONS: HEZ.3 a TRUSSED AREAS SO FASCIA LINES MATCH UP. VERIFY -N W/ TRUSS MFR. JLL it/4/OE ROOF VENTILATION: - M5 f8/29/OT VENTS Ab REOD BY — JOS NO, S314SS 6 OF SEVFgN [IN THE EVENT OF ANY DISCREPANCIES BETWEEN PLANS ELEYA'IONS, AND/OR DETAILS. THE CONTRACTOR /SUBCONTRACTOR SHALL CONTACT AHMANN DES GN INC.. (313> 395--0 BEFORE CON5TRUCi ON FOR CLARFICATON. F AHMANN DESGN S NOT CONTACTED, THE DONTRA NV\\\W;50 SUB-CONTRACTOR W LL ASSUME FULL RESPONE SILITY. e © COPYRIGHT M'58 AHMANN HOME PLANS INC. PROTECTED UNDER ARwITECTURAL woRKs ccpYRIGHT PROTECTON ACT of / i C/) 5 E- J tocn A ++ 1 cn m to } ¢Lu 1 � Z 'O �i 3 WN h a° a o �: O WZ - :aati V '•'J Is w V N ' Q W r MM IQ Z Z Cl In Sp Z La. m d d 0 p W M� Q rJ co N Oco CN } N - }Wm ' � ✓ci [� b 1Q W J LLJ M O O W m CL m lb f i, _ L� L�. C .V �o z co000tl o n �` Z la. o t WOO U- t7 I J d _ U Zo NJ U 41 6 .6 P. p CQ Elk- Z 3 •.6b,bL.OZ S T NOTICE _ _. - _ . RESIDENTIAL O CE TO LICENSED CONTRACTORS. The Building Code provides in the Rules and Regulations section that aMy licensed Constructio 2 =PROPERTY, OWN ERSHI /AUTHORIZE) 2.1 Ow,fner Record: Name (print) Contact Address �4 �, gglf,/�y Phone Number 2.2 Authorized Agent: Name (print) Contact Address Phone Number �.SEGTJON:3 =;.CONSTRUCTION SERVICES " . 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor. License Number: Address: Expiration Date: Signature: Telephone: 3.2 Registered Home Improvement Contractor: Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ Yes ❑ No If No, go to the next section! Aye you claming exemption from the requirements? ❑ Yes ❑ No If Yes, submit the required affidavit! Company Name: Registration Number (if none, state "none"). Address: Signature: Telephone: Expiration Date: 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, 617-727-8598 Q., 1 am a Homeowner performing all the work myself. Ownerr.V1,31riSi ature: y signing above, thehomeowner acknowledges that there will be no eligibility to the Guaranty Fund Date: l 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1,1982, no individual shall be°angaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor, For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period no be considered a Homeowner. youare apPIY g under is section snature: P ZZ!,Z4 Your signature carries certain re onsibilities, including but not necessarily limited to, general liability u LJUUK u rooi u Mepaus u Hirerauon .- u L nimneyrrirepiace a vv000tstove/Pellet Stove ❑ New Construction; ❑ Accessory Bldg. ❑ Roofing/Siding ❑ Others (Energy report required) (Shed/Garage) (Speci.ify below) ❑ Addition Q Replacement window/door 0 Demoilition (Energy report required) No. of windows _ Doors _ (Speciify below) If new construction, please complete the following: XI .:Single Family: - No. of Bedrooms No. of Baths Two Family:,, No of Bedrooms Unit 9 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 ❑ Furnace (hot.air) -fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): 134AC (combined unit) - primary fuel, natural ga , propane,..electdcity, other ❑ Air conditioning - (separate unit) ❑ None of the above to be provided U44ot Water. Gas I Electric Fuel Oil Other Description of proposed work: ECTION 6=-'.ESTIMATED CQNSTRUCTION COST, Item Estimated Cost ($) to be completed by permit applicant 1. Building :5_U& 2. Electrical GS�� 3. Plumbing U& 4. Mechanical (HVAC) woo 5. Total = (1 + 2 + 3 + 4) SECTION 7A °O NERAUTHORiZATIONm �` h _`...n,.... (to be`completed when owner's agent or co nfractor.apples for: b`uildingpermtt) (Please Print) I, a wn r of the subject property hereby authorize to act on my behalf, in all matters relative to work a h is building permit application. Signature of Owner Date SECTION 7-OWNERlAUTHORI,ZED AGENT DECLARAT B;ION''' f, I 1 ✓+SM{�/ T l � k S as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Sine un e . the pains d penalfes of perjury. Sig6e bf Owner/Authorized Agent Date (�2 • 0U TH •..� •f P� J```�oU �9N - 7i ,4 n� Z `f664 • S APPLICi ❑ SPECIAL PERMIT (Per 780 CMR 111.13) )AT'"ILIC.ATION FEE IS NON I$E-EIJle'DABLE & NON -TPA 75FERABI,E DATE RECEIVED ARTMOUTH BUILDING DEPARTMENT 400 Slocum Road, P.O. Box 79399 .Dartmouth, MA 02747 Phone: 508-910-1820 Fax: 508-910-1838 unenu +nuIn r1nrFmnt.+h m- Zoning Review: Signature: _ Energy Report: Signature: _ Fire Chief. Signature: _ Board of Health: Signature: _ Conservation Commission: Signature: _ Other: Signature: _ Brief description of work being performed. Rate: DEC 0 4 2007 Date: /",, •- Dhate: d Date:,. / Drate: P n 4 DEate: %.: SECTION,1,"-.SITE INFORMATION �:T.. 77774 1.1 Property Address:nC Nearest Cross Street: (:D<I C Q�►P 1. Subdivision Name: - �i , l L�iR•�1 _�/�� Z �7 S ® Total Land Area Sq. Feet: �� -71Z 4 Water Supply (MGLs54): ❑ Municipal Krvate Well 1.2 Assessors Map & LoJt Number: Map Lot' - a 1.3 Historical District ❑ Yes O Nca Has application been ssubmitted to the Historic Commission? ❑ Yes ❑ Neo Date / 1.5 Sewage Disposal S;__ysfttem: ❑ Municipal �°On Site Disposal Systf7, CONSTRUCTION PLANS OSITE PLAN EENE'RGY R