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BP-351.. a rV Mfg 'GOO" �p-`t''/ .�MG,. a,��f� C 00011!/ fff ���JJA sp(�y 07 .01 co ate' a- I �awn Cla I ' OLD H�xUit,tr- ►2i�` .. >. ,.. ,.... ... ,. r, V x':;w: ` x%.aftKtmn•^..x ....ur.......e,': .S[;, iia:,nti ` - a - o�� SOIL LUG \\� N 6' OUT *\IL r P10'a � 85tl5,`0q3LfvEL\scH ao 4 1 LIQUID / .O GOt� T LAiJEPVC TEE //2I1 iL7M ♦� -SAp> D ` Tel E I` `jam, 4 $M�NA1i. `AELDED STE.q_LwiR-t l/D.o LCA " s r 1 CSC 12" MA E � �A TYPICAL SEP TIC TANK DETAIL _ VcL \ `/Z Not to Scale ,� 37 w ROTONDO ST 1500 or approved equal o / o Zo 117 -,� TEST TAKEN- &-/6-93 � T INSPECTOR--- . 62IFF/N + u n�� # ?S a o::� PERCOLATION RATE-al/Al — o Qo 5a �/o a' PAGE-- .. SEE No NE k LEDGE Nontc G 'OUND WATER- -T P. 0q IhOLD � � 4 Ex�S7-j )C. io a. ' DESIGN [DA TA ; In 5 _ SIGN Nt�nl f � DE FOR 1„ to f I nr) �\ zo" Z� _ ESTIMATED FL04N - 3�o x��o ��,� �7j 330 CaAL TAN cc,NUN CALCULA71ONS-F(go, xIj) x®=(90'2.F - z88 o,F ro7,om o TYPICAL DISTRIBUTION BOX D SIDE y� 2 + � �,,a4 � - I y DETAIL C x l 6 -A z� k1,� o,k0o - ('0 Not to Scale LEACH AREA - --�--Q-r-,AL= 3So•t/ &AL. ib AMERICAN PRECAST or approved equal GENERAL N i ��' NOTES _ � E S . . `-, f ^' I.) This system Is designed in accordance with the State Sanitar y ; Q \ 'Ir Code ( T ifle 51and any, city or town modifications. o 2.) Engineetr and Board of Health to inspect sewage disposal T i system before backfillin 9 i V) \ cQusuEp 5�u� �i i 3.) Elevotio rns based on su•�tnwis%oral datum plane. 4.) Distribut,ion pipes to be capped at outlet. r� \ 5.) Locus b)ein A I �.r_ 9 ►' Tccb c.�TZ 1� Sv�,c��� �I�TZ �3UUE�+ERiz°�j �R 6.) This system ( is not) designed for a garbage disposal. 2- 1�® Iz ' • � � ' e. .a 7.) Leach area to be excavated - to elevation no.O and y- gravel to bottom � \ �� .•o,,, � � � .�_ backfill,�d with clean ..clay free o of bed. wU >I1 i`J L-O`r z a°' 31�\ PLAN LEA END 4 PLASTICC PIPE (Tight oints) g t o SEPTIC TANK CiSt gi p ++++►++++� 411 C . r, PWPE ( Tight joinrs) DISTRIBUTION BOX p� 4 PERFORATED PLASTIC PIPE TEST PIT ------- S 2 2 y x a- t_ b = o1 LZ� E}x a-S .a. Q.. - s� - EXISTING CONTOURS gM BENCH MARK 'A ,i � TOP OF i FOUNDATION -- s� PROPOSED CONTOURS w �; /! PRECAST LEACHING CHAMBER `� RE -SERVE R WATER LINE �f� ELEV.= ll�, p E VE LEACH AREA '`• �� ��� FINISH //S' � DRAIN LINE GRADE /�5 Not to Scale �\ ^\ ROTONDO or approved equal © WELL O.H., STAMP P.E. 'STAMP SUBSURFACE SEWAGE DISPOSAL 2 0/0i3 5 CLIENTAl q r c3 Q car r:,::, 1500 / 3.2'1 LEVEL STABLE c� a Q' Q c� a 1Z" tr) ,, Note 1/4'= per foot GALLON CONCRETE. BASE < Z.D;y, slope min. p / C ( r J �j l > 5 �`� lam' z-- I �a S e )� . T, ► V. Lo-r 2 SEPTIC TANK CLEAN CLAY FREE GRAVEL; a FIB TITLE r.I T E ' IOC DISTRIBUTION B < C Z - oX L E LEVEL STABLE -.:'- FIT �--- -ZGERALD ENGINEERING LEAGI-�IPJLq gip --� ®. 0. H. NOTES P L.S. ST P TYPICAL PROFILE OF SEWAGE DISPOSAL SYSTEM Not to Scale __ SPECIFICATIONS r, T & Note: Discrepancies of soils or water table during construction Note: Overdig limit (Shall ) extend 5 feet i must be reported to the engineer for inspecton. outside leach area and excavated to 1>.�;2T/oo�-�-i ®,j izl� d �' / �t=�1C-f->f elevation//O.Oand backfilled with coarse CONTACT GERALD Note: Any changes to phis plan must M. FITZGERALD be approved by the washed sand to elevation 113.,E ADDRESS'. Board of Health and the Engineer. PO. BOX 398 ATTAPOISETT MA. o _... . TELE _...K PHO E. 75 3823 -v I Aa -u xII -uOVER MOISTURE BARRIER pC) 1Fv 290 PSI COMPACTED FILL THK: FTG. W/3YERE 2,000 000 PSI S EACH WAY J u -a" -0" Q 1b'-10„� r�i' g._0" L f L 11�-to" 1 I 23'-0" © TREATED 6X6 COLUTAN TRrO 2x$ 2x10 i 2 I i �I I- CONT. TREATED 2X4:- BRACE v AROUND DECK } I I t� J 11 L I 3 0 x3 o xt D" 99 I 1 ruv r� a rs ur /: I I I } TREATED 2X6 T&G CHECKING 1 0 F �,....�., ,,,.� �. {2) 2X8 TREATED B!�EAM I TRT'D 2X8 JOISTS ' , TRT'D 2X8 JOISTS ' L TRT'D 2X8 JOISTS I I I 0 f I -I } m 16" O.C. Wj BRIDGING T 0 16" O.C. W/ BRIDGING 0 16" O.C. W BRIDGING I III I i I a .DECK, TRT'D. r � I I I I I i THK. FTG. WX 3.�0" r 1I I ! 1 2x6's i#—S'S— EACH —CH— WAY _ ��PERS1zxtzfI 1 TREATED 1 X10 TRIM' BOARD 6'-tb„ 22'-10" I 5 -b [ d o LATTICE INFILL PANEL " j �� j , -_ o SECTION AT HANDRAIL [ x1 x1 n f I� I I [ -- — ----- -- _, I �Q �� 1 3/,c X 9 � I[ , " PORCH AREA x ) f- I N _ GANG LAM LVL'S [ I __ , ...�..... 6"0 DRAIN TILE AROUND PERIMETER 2 1 1 /2" _ 1,-Ot, i — — — - - 2X10 FL. JOIST 0 19" } OF BASEMENT:. IN GRAVEL WHEN READ. --__-------_ ___`__ _ _ _— �_J I1 1 „ ! , } BY SOIL CONDITIONS AND CODE. VENT STACK j I =" O.C. W/ BRIDGING 12'-6" 5'--1" 8'-2" 6 (2) 2X10'S (TYP) =°q I [ w DRAIN AWAY FROM HOUSE AS PERMI TED y. } d I 2X10 FL JOIST 0-1 . N 7•-1„ - (' o N 11 -10 1,-0„ BY PROPERTY ` -AND 'SITE. :� 2X6 STUD WALIL O.C. X BRIDGING I c'. la...... _ .._..Rr _ .-...._ - - T - 4" CONC. SLAB W 6X6 `.f I N I / � b Q , ( FLOOR JOIST EACH } a W1.4XW1.4 WWF OVER { J� I N " } SIDE OF VENT `W x } ! x MOISTURE BARRIER OVER x>f m ; M} I r, t I I u 2X10 FL JOIST 0 12 Dn N COMPACTED FILL -'I x a I - 2X10 FL. JST " 51 - T--- _ - . - = 2X10 BLOCKINQ3 0 N K I e I mo��t W 5 I t °' } ®16" O.C. o \O.C. W/ BRIDGING v� -- 16" 0.C. ! { `N ►� ! �n I I W BRIDGING I ! ► I N r I /I•i XZ� I } o r-.� 3'-6"X3•_6"Xi � O" ZD I 2X 10 FL. JOIST ® 16" I N b f-- 2 is ,-Nw Q 3 2 ( _ FOOTING W/4- 5 ! } i I I "" ►n I O< I N x v 1-i (- I BARS EA. WAY, BOLT a •. _ oa - O.C. W BRIDGING Mt+.m = i. N p o � " • I I j 1 ll I N 5 z) 1 3/4 x 1 0 S.w1P. \ m {ANG LAM LVL' C LUf�IW12X i 6 STL BM OR } r L a »r — - / (4) 1 3 4" X 11 1 /4" \� o [� L--__-_— W12x22 014 o x [� (3 1 3/4- \X 14" 3"o S..P. �� ocN _ I I I I ,GANG LAM LYLs \. N TYPICAL VENT THRU FLOOR GANG LM ,S COLUM 5 N I� 2 3/4„ _-.-. Y�....... GALVANIZED METAL � L (..�...3"X3"X1 4 xlo 1 Z" • sn. 4Y'X3 X1 0".- AREAWAY AT'WINDOWS „ ILONG W //3 3 4 rn -� IFOOTING W/ 3#5 I It WHERE. RE4UlRED TYP. WOOD STUDS ® 16 l) / BARS EA. WAY rn vl / ( ) 2 ®0 6'-2" I IA307 BOLTS \ 2 I } I I I X� 2X1iJ FL. JOIST 12" I 11 -� O.C. uP I O.C. W BRIDGING +- [ I 2 } I - I ( ��� I / } Il I-�=-I .�' POWER DRIVEN o n t ! `_ I M /' ANCHORS AT m a I i 1'-a,> / t 1 •-3 s 1.3 4 3 7- , 5,_6' 7,-4 8„ O.C. THRU 00 I X 3 y N K I 6 a I I'' 2X10 . JOIST M — _ _ _ _ _ o TRT'D. PLATE • _ ❑I r 5.5 KIPS 2X6 STUDS 0 j } / 0 16 O.C. - - I� - a o - ! 16" O.C. c► I/ / N 6X6 W1.4XW1.4 WWF @ 3 TRT' f- } i -3 .Q ...-...... - .. _..LV _ � � -- CENTER OF SLAB TYP. 2X$'S I N rr- UNDER II UNDER 3) 1 3 4" X 11 1/4" F j — — ^ w / ( ) I o ( / _ ... b ! STUDS I N I STUDS GANG LAM LVL'S r 2 f WIRE REINF. IN ! — I X ABOVE +� ABOVE - r 2 I �. �, I .-_ [! N A } NQTE: ( EI THICKENED CONC. SLAB 1 1 - _ 4 0 WIDE UNDER 3 6 E cv E PROVIDE POCKETS IN WALL 2 10 I rt.. , I } J STAIR I I 2 STUDS WITH TREATED PLATE FOR o0 O (( ! N I ABOVE BEARIN BEAM. s v' ► o N I SLOPE DN. I I N I UNDER 1 /4 /FT. � n D STUDS d 4 / r 1. ABOVE —a m ! rn pp 1r I L_ _ I Z. 2 10' t v ! i I i I x 3(_ x 3 L"' _ I \ �, ir i _ _ -r (2) #4S CONT. 2 K 143�a_ I ca o � .- 8" 1 -6 AT BASEMENT I 2Xt0 FL JOIST ®\16" x y} I yt A O I 9 K I - N r N 2X10 FL. JOIST 0 16" ac � ❑I O.C. W BRIDGING I 1 i 2 I O.C. W BRIDGING I F` ! -i 1'-O" AT GARAGE 70 cq - o (3) TRT'D•,•..,,..� i 0 12'-6" \ X1 JOIST 1� 1 CLG. / 12,-7„ 1,- ,. 2X8'S I (3) TRT'D. [ - - i �► - " I 2 DETAIL AT THICKEN 2x� s s 11 , , ! ,- » —— GENERAL NOTES o 6. 1. JOIST SPANS WERE DETERMINED ON THE BASIS OF THE o d m fg; y ALLOWABLE STRESSES IN THE " 1977 GRADING RULES OF. Tk:E SOUTHERN PINE INSPECTION BUREAU" GRADE NUMBER TWO (2) KILN DRIED. w . 2. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, ° 0 0 ABOVE AND AROUND ALL OPENINGS NOT INDICATED ON a W DRAWINGS. d ° 3. CARRY ALL FOOTINGS TO FIRMUNDISTURBED BEARING: n ; 16�yX 8 FOOTING FOR 8', FOUNDATION WALL WITH 2 S REINF. RODS. 24" X 12" FOOTING FOR 12" FOUNDATION WALL WITH 2 #4 REINF. RODS. 4, ALL WOOD USED IN CONSTRUCTION OF DECKS AND RAILING SHALL BE TREATED. FASTNERS FOR TREATED WOOD (NAILS, BOLTS, HARDWARE, ETC.) SHALL BE GALVANIZED. 5. FRAMING DESIGN BASED ON THE FOLLOWING LOADING CONDITIONS: ROOF & FLOOR- DEAD LOADS - 15 PSF ROOF LIVE LOAD - 30 PSF a ti FLOOR LIVE LOAD - 40 PSF MAXIMUM WIND SPEED - 80 MPH _ VERIFY SEISMIC REQUIREMENTS FOR YOUR AREA 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 7. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS FOR THIS HOUSE. 8. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING PRESSURE IS ASSUMED 2000 PSF. 9. BASEMENT WALL CONSTRUCTION SHALL BE REINFORCED MASONRY OR REINFORCED CONCRETE, AS REQUIRED BY LOCAL CODES CHIMNEY CONSTRUCTION `REQUIREMENTS 1. USE 1 /2" PLYWOOD SHEATHING. 2. SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STAGGER SPLICES AT LEAST 3'--0" AND USE 4 STUDS PER CORNER. 3. USE 10d NAILS ® 4" O.C. AROUND ALL PLYWOOD EDGES AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'--0" INTERVALS. PIER FOOTINGS (TYPICAL UNLESS NOTED OTHERWISE:) 1. PROVIDE 2'--0" X 2'-0" X 1'-•O" DEEP' CONCRETE FOOTING WITH 3 #4 REINF. RODS EACH WAY UNDER 12" SQUARE PIERS 2. GROUT PIERS SOLID WITH 2,500 P.S.I. CONCRETE, TYPICAL JL 3" X 3" X 1 /4" X 1 O" LONG (ANGLWE EACH SIDE OF 3/4 0 A307 BOS BEAM) /(3) I12 COPYRIGHT- RED INK This 1 4 EACH L3X3 YOUR DRAWING 1VfUS1 13E' dra i wng is copyrighted and registered to: AT THE BUILDING DU',ING TAE 4 SECTION PROGRESS OF THIS WORK. • If this statement is not printed in RED INK drawir this illegal 1-1 2" = 1 '— 0" % �'Ii,DI G D I° IBT" ,t g is and sh,"ld he the conyrighter. See copyright reported to # 4ti ®g**� ®f D� N sr,..•,,> ri }: �_, 4 i3...d corner of drw a n"lormatio n in .. n_. T a ;'+ur o ,!y sa structure from these I 2X WOOD BLOCKING 3 :ed H clu i% _--__ plans BOLT TO BEAM t �d U. C0PYFl G-HT - RED I 1<Ld W12 Li Fli m� n• a > rated P � gnp,floorsra3,{. .,.. , . [ ►- � �OI`1�$1r�at10S t1rl� ►- a a — — — — — — o ix.�. 0 a OV�,t1tE --- ----_ —_._ material Cam. ` I o — Q lD -, , t K r SEE GENERAL < m ! 1 - '� DEC TRT'D. ❑� (�+ -as�iOH S19 1j.Cr. it e>a �e� oo cs NOTE 9 FOR n � .' T x ( I f' X g �- T&G 2X6'S i - Y � c� I� N o `'bs-1�, -�- m m BASEMENT WALL c9, t°p� o0 0_� F _ € nts Of the Test t ndard s�OCli` v z 17 - 6' I- to F. yr 17' - 6" cL I 3` 11 a � I €� s k q C] ,/' 00 co --7� �y ! 00 ` '^ ^"" _ _-' 0 � � d _ � y P" ', . , _ _: ; �1 � ' 8 I an ! „� x „� x I ,,� x .., `� ` I . ! I I a € ,,j.� , 5 1THICK BASE PLATE t- ♦ v N v N U N " , TRT D. 2X8 JOIST i 'Eo , m TRT'D. 2X8 JOIST 0 TRT'D. 2X8 JOIST 0 ® r '' - t t•- � . TRT'b. 2X8 JOIST � •- �I a » » 16" O.C. W BR I 4 TRT'D. 2X8 JOIST ® � W/BRIDGING 5 $ 0 X $ LONG, 16" O.C. W BRIDGING 16" O.C. W BRIDGING I ( ) / / W/BRIDGING --� 1 s' O.C. W/I3�IDGiN� (- -1r- EXPANSION ANCHORS i I 16" Q.C. W/BRIDGING t I -- 0 3 I i I I.. _ ........... f -- 4- - " H _ — — ,- 3 S.W.P. COLUMN (2.) 2X8 S TRT D 0 12"X12" BRICK A I---------------- PIER_�____ i AT PORCH ROUND PORCH I i1 L1 - . STEPS TC? 1 4�= GRADE • _ „ _ Al o _1-0, , b e 8'-2" 8'-5" 8'-6" 8'-5" 8'-2" #2'-0" 9'-4" w :_. ��._ .- DETAIL I I R� must . 47'-8" �10 A6. y ,- 2 1-1/2 " 1 0" 11- D- sbitted to tffi 5 .� NOTE: VERIFY ALL DIMENSIONS ;- - s o Prior to � --I f01 OF FOUNDATION WALLS WITH �t•tr •; s � • BAY WINDOWS ABOVE AS NOTED ���taon �1�s�,,cta®� �" „ ,_ INDICATES THE NUMBER OF f® .d ' FOUNDATION AND FIRST FLOOR FRAMING PLAN 1/4 - 1 o O B� STUDS wITH THE SYMBOL v.: �• . UNDER BEAMS' ABOVE # any further co st�;�c��n do FLUSH H EARTH H r D D 3n idETAL RE to P CE I FI -- t i _ SINK SINK SINK b m D 0 "-, t i WASHER i i DISH- DR W RANGE �� � ` I I � D b b b WASHER / . � \ \ KNEE � SPACE i 2 GANG LAMS 2X 6 • --'"f BLOCKING -� AS REQUIRED 1 LIGHT MIRROR SINK D D Ld DO rFh � 1 5 8" X 12" X 12" C A P 00 1 W/ 3/8" STIFFENERSLoa m i 4 SIDES - () ' z O _ 3" 0 S W P C LU M N 1-- z ! I I .,Z 0 01 ❑. ;! ! ,I' d d -- 4" CONC SLAE U - .fie j II e d ' 5/8" X8„ X8" BASE PLATE a F LONG EXP. ANCHORS X � 4 e r d e 0 c e v-I i d � o THICKENED SLAB 0. o T . i y SE C TI N RECORD LA 1 1 /2» 1'-0" A Copy Of This Evilo'S-C J Plan Must BKent On Site r% C ;Ann c ' u i°i III pn "Uc; SP 2,5 Date S ,..: 11f ` DETECTORS - C ILI I �°UNTED ON11Y. REF. d I I D D D D l c�► V ,91 \- \ iA •, / \ / Z > K KITCHEN zN �. z COPYRIGHT ® 3/8/91 ALL RIGHTS RESERVED BY DONALD A. GARDNER, AROITECT. INC, NOT 0:_ (A i, TO RE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION MMEM .c.. 1 _ _ ... _:...... .. ...-. ,. .... .,..,. ,. _ ,:. ':�:: :: ..a.. ;s ,.:. t... 1 .; ... ' ,.,;... my. i>,,a. 5k-�2Ldfi.Mz>....i�. .'rl. RTn,'.K.-. . : >� .:s'z'.N„ _ -ts .#+. 4:.. ':s=•�.,i. k.nw. n .n, .P, rue ,. a .. "4","'Ow' �,. ... .,. , ....... ... < ...... .:, �. .;..L 'w '•t-3 `Y ,....d..-F'.... ..`� .,X�,h+z. aLw rA?%�t.�."3,'�Y ".. aaM!`ah. .. G, y WINDOW SCHEDULE SYMBOL ROUGH QPN'G DESCRIPTION PEL,LA NO. WAN. DOUBLE HUNG 28 , 8 WT.. _q B '- 1 4" `X 4'`t7 ` 2" DOUBLE HUNG 2824.24' WT 4 i '1 d": X 5'- 1 2" DOUBLE HUNG 202828 WT 1 DOUBLE HUNG 282$28 WT2 1 b X - },7" FjALLADIAN. SS E FRONT ELEVATION1 DOUBLE HUNG 24 616 WT2 1 X ` ' 10 6/6*:`AWNING 6 6 WA 1 X _4'-6 5 CASEMENT 2448 WC 2 r FIXED BAY 242222 WT 1 J VERIFY WITH DOUBLE HUNG 4845 WT 242222 WT DOOR. SCHEDULE SYMBOL .0, MARK. SIZE DESCRIPTION TEXT. HARDWOOD W 2 10" SIDELITES QUAN. 1 1 3'-0" X 6'�- Ir X 1 3 4" 2 2"-8" X 6'- 8" X 1 3 4" EXT. HARDWOOD 1 HR. FIRE -RATED 1 3 8'-0" X7'-70" :. X 1$ e GARAGE DOOR 2 4 6'-0" X - :47 X, t . -3 4" -. EXT.. WD. SLIDING GLASS, FRENCH 2. . 5 PR.,,, 2* 6",..X $'--�'- X 1 _3 a EXTERIOR HARDWOOD 1 6 2'-lg'. X 8'-8" X 1 3 it :;' INTERIOR HARDWOOD 6 7 2'-0" 1 61-8"-' ' X 1 3 8" INTERIOR . HARDWOOD 3 8 2'-4" ;X. 6'--Er X 1 3 8" INTERIOR HARDWOOD 6 9 2'-8": X 6'-Ir .X 1';3 8" INTERIOR HARDWOOD i 10 2'-6" X 6'-er X 1' 3 a EXT. HARDWOOD 1 HR. FIRE -RATED 1 . ,., . �� AWNING 3016 WA 1 1 1 1O 5 8" ,. cd ALAJ �.. 0. VS 304 SKYLIGHT MODEL N .. U SKYLI - ALL;. WINDOWS ARE INSULATED .AND WEATHERSTRIPPED AS M ANUFACTURt=D BY :.. M " Y1 :PEL ROLLSCREEN CO., PELLA, IOWA,50217) ' 2X10 i RIDE BOARD 4^ � DCnIIIDC►ICAITC PR1f1R Tn C[7NSTRtICi'InN r'. ;, .. .., , z+_n„ X --SCISSORS TRUSS SEE 3"15 1 /8" GLUE LAM. BEAM FRONT ELEVATION 2X6 BRIDGING 2X6'S @ 16 O.C. SKYLIGHT BEYOND R--30 INSUL .'%�� 2X8'S 0 16' O.C. SECOND 1=LOOR CEILING ' - - - - __ _ -- 2" AIR SPACE 2" AIR SP TOP OF PLATE BONUS ROOM _ _ R-30 INSUL R-30 INSUL. 18' - {2 SCAB ON 2X4' EA. RAFTE 12 2 DORMER WINDOW SEE R--13 INSUL. 112 T BONUS ROOM FRONT ELEVATION 1" RIGID INSUL. 00 SCAB -ON 2X4'5 B US ROO ~ TO 2X8 RAFTERS VERIFY EAVES ALIGN BRI G DER WALL / \ i SECOND FLOOR AT BONUS ROOM (2) 2X10'S AROUND BUILDING / °c_ (SUB) 2X4 D (2) 2X10'S 6'-0" � WALL, -19 INSUL BONUS ROOM 15 TR. 09 „ � - � 16 0. C. I FL00 SUB) 1 p HANDRAIL BEYOND 2X4 KNEE WALL RACE GLUE LAM. B I I t GARAGE 0 32 O.C. TY CAL ( d 2X10 F R JOIST 16 .C. I I FOYER ,- �- i 2X4• STUDS ® 16" O.C. T I 1 _LOWER WALL _ _ - �- GA I I GARAGE FLOOR CONC. FLOOR SLA FIRST FLOOR - _ 10„ 9,-6" - o - BRICK AND BLOCK 12 TR. ® 9.54 - ! FOUNDATION WALL W A S CT'ION 1/47 = 1, 0„ ,\ /� eUNUS ROOM STAIR SECTION h L 4 - i 4-J 1/4' 1,_0„ BASEMENT Z 240# SHINGLES 15# FELT - R-30 INSULATION 4" C 2X8'S 0 16' O.C. 12 18 GA. ANCHORS ® 32" O.C. 12 - 10 TO TIE ROOF 70 WALL ...._..__..__- ----- ._.. -_-._. ---- -- 2X4 BLOCKING ON 2X10 12 ° 18 GA. ANCHORS 0 32" O.C. '° ° � 5'-2 1/2" BLOCKING TO TIE ROOF TO WALL 14 TREADS 9.5 .- 1 /2" 'PLYWOOD SHEATHING c SECTION 2X8'S @ 16" O.C. CUT TRIMMER FROM 2X 1 X8 WOOD FASCIA WITH 1 X4 TRIM 3/8" PLYWOOD SOFFIT W/ 2" VENT j I 0 XIt W V) D'S i cy io 3'-4 1 2' - FIRST FLOiOR (SUB) ZW w V U,J pQ x� w cy ! Q )IS t` U o,! a z> La as >3 BASEMENT 'C : 11_ 0» TOP OF PLATE - - - u KNEE WALL % � � - F P1, ' 4 3,-Q,. 4" t . 2C'-4" 4" 10 - walls ions thru rated �alis andieer� Ala pale ®!, �s L �i 2X4 KNEE WALL BRACE � sealed with a ateri ,l C .tip k asses v�hen sub' "Id 0 32 O.C. I e of 1larnes and hot 9 passa� OCi 1 ; __ _ _: ti .: - : -. nts Ot ttie Nest standard BONUS Roots (SUB) to the require 1 I T-�- g i I for Fire stop I B 3 I �" 4- I A 4 L� � 3 TOP OF PLATE GARAGE � r'------ -----------_-__-__.- - I CopVDIGNr-RED WK - X4 WOOD TRIM BOARD 2X10 CONT. AND 2X10 BLOCKING This dratin�in is c0 1 12,-4" 4' 9,—D" /4"� i 3'-0> _ copyrighted and re istered to: + _= Iu If this taterment is not printed in REb INK, this 1 X8 HORIZ. WOOD SIDING W/6" EXPOSURE STRAP TIES ® 32" O.C. dralvin. is illegal and should be I g,. rl?port�d to ? tha cogyrighter. Sea ro PYright infoirmation in I y louver r{{oht-hand comer of drawin , l g.l The right � 1 /2" PLYWOOD SUBFLOOR I o of ba�i;d ng only ®ht[ structure �`` 2X4 BLOCKING jj ! �f (I Is licensed e from here plan" d exclusively to the buyer, Tovm,r`DARTMOUTE N i BAT 2 1 &OPYR GIiT-"YOUR � 1" T & G RIGID INSULATION INSTALL ACCORDING 1/2" GYP. BOARD I H � � RawlivG MuSl rat K�1=- MFG. INSTRUCTIONS BRACE AT CORNERS ! ___/ 4 AT THE IBUILDIN Cagy Of This, Endorsond RECORD PLAR ATTIC ACCESS ACCESS s PROGRCS$ OF THIS WOR laid Must Be Kept On Site TO M 7 l -- 2X4 STUDS 0 16 O.C. '� I P,,. :.... _.., , K H� I oS.o. LUMI)MG DEPART I Curing Construction 2X4 WOOD STUDS ® 16" O.C. I 2X4 BLOCKING a ; - ~ ' 36' ATTIC 1 /2" GYP. BOARD I - O o,_ ( �._.J CESS PANEL O 1 of Dartzrnoutb ' ,�- ELECTRICAL LEGEND I .. To - 4" 13' -4" 4„ 3 - 4 4" — 17' - 0" 4" _ R-13 BATT INSULATION i 1 ______ � _..�.-____—.._.--� —�. � SYMBOL DESCRIPTION " %�_——DUPLEX OUTLET (GROUNDED TY £)5 8" PARTICLE BOARD UNDERLAYMENT 5/8-OL EXTERIOR GLUE PLYWOOD UNDERLAYMENT IN I ' B I ` 04 WET AREAS) OVER 1 /2" PLYWOOD SUB FLOOR I b l I WEATHER PROOF DUPLEX OUTLET f � I BEDROOM # 3 I WALL SWITCH CONTROLLED DUPLEX OUTLET ._.. PN R-19 BATT INSULATION :OS.o. 01 ' I i BEDROOM D R O O M # 2 a _ I 220 VOLT OUTLET OR CONNECT ABOVE COUNTER LOCATION 8" CMU - FILL TOP CELL W/GROUT l B ) ® TELEVISION ANTENNA OUTLET :- -- O BEARING WALL W/ 1 /2"0 GALV. A.B. ®: 6'-0" O.C. I O ed � S TELEPHONE LOCATION R SUB TO SECURE TREATED 2X10 PLATE I r a o ,:,,_.._ . �,,.- � DOOR CHIME LOCATION FIRST FL00. ( ) _ :.__� :-:....-- -- 4" CONC. SLAB W/ 6X6XW1.4 FIRST FLOOR (SUB) I °'� - - - - - - I - - -- - - - - --120 VOLT XW 1.4 WWF - - - - - _ ( M O b ` STAI i - — - - -- � � I � szNCIE POLE WALL NSWITCH 1 /2"0 GALV. A.B. W-0" O.C. I D 1 1 �; ` $3 3-WAY WAIL SWITCH 2X4 PLATE I ' iV I ATTIC MccESS , CEILING MOUNTED LIGHT FIXTUi ATTIC ACCESS i I I JOINT REINFORCING AT 16" O.C. VERT. TREATED 2X8 PLATE + 13 i I I WALL BRACKET MOUNTED LIGHT FIXTURE cJ GROUT ALL VOIDS SOLID. = '-- -� .�- "- BRICK AND BLOCK PULL -DOWN CEILING MOUNTED 1�IGHT FIXTURE � N •. ,.• .• , • 'j � I � j RECESSED DIRECTIONAL CEIUNG LIGHT FIXTURE -•,.,� s 1- v w SEE GENERAL NOTE #9. FOUNDATION WALL `° is RECESSED CEILING LIGHT FIXTURE ° W Q E w�w..,.�..,...��w�.�.. I I i I i 16 >a WATERPROOFING 4" -4" 4" , , 4" 4" 4" I ! �----� 2' ONE TUBE FLUORESCENT iLIGHT Lwxu) JOINT REINFORCING AT 16" O.C. VERT. I «� ,-o ( 4'-10" 3'-�" 4'-1d' -o' 4'-1CQ" 3 -4' 4'- r. � E- u.- ., 6 MIL POLY. VAPOR BARRIER I - -- --- -- '— — I EXTERIOR CAST ALUMINUM FLOC UCHTS 3 8" EXPANSION ,JOINT FILLER I I CA� HEDRAL CEILING MOUNTED FAN — PA06LE / FILL ALL CELLS BELOW GRADE I I [H]CEILING cV I I QQ HI CEILING MOUNTED FAN — EXHOST �7 INSULATION BOARD TO _— — — — — — — -- — -- — — _ J I �+ CEIUNG MOUNTED FAN AND HEATER BASCMENT PROTECT WATERPROOFING d a I - - • �ao 12" CMU I ir. PORCELAIN FIXTURE FOR FOOTING SIZE & REINF. I (� ' g^ g " I (} DOOR BELL BUTTON o p- °$o` a $p > °°�°°$°'oa FOR FOOTING � SIZE & REINFORCEMENT, SEE GENERAL NOTES I s p SMOKE DETECTOR SEE GENERAL' NOTES. I I ❑ CEILING MOUNTED FAN, LIGHT. 0 • . 4 4®e ° � ( i 4ND HEATER d o °0 a Q 6"0 DRAIN TILE AROUND PERIMETER IN GRAVEL WHEN REQUIRED. WALL A LL SECTION 3/4" = 1'-0" ( � 4 oO ° ° A o ° S°°o 41 I 4 ORAVEL DED -1 WALL SECTION 3/4" 1'-0" SECOND FLUOR PLAN 1/4 1'-0'° VAPOR BARRIER COPYRIGHT (p 3%8/91 ALL RIGHTS RESERVED BY DONALD A. GP:,1ONER, ARCHITECT, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISS10 _ W NOON MEN Wool 1 ■■ w■■ ■■■ ■ ■ , ■■Nlol-iWoolMEN F7i ®■ 1 ,■, ®■ u. FIRST FOORu ILI_ _ t h` :r .. sits , _ _ _ _ _ FLOOR LATTICE _'_`__-_ - FIRST COLUMN BRICK PIERS J OOD STEPS _ suB) 0 GRADE ,., ! I ,,.: ; , PIER FOOTINGS ,: I ! NOTE, NOTE, STEP FOOTINGS \ ,f 1 t X8 HORIZ. WOgD SIDING i NOT SHOWN FOR CLARITYAS RE UIRED BY SITE � 1 L��_- =J I I � 1 Lam---_ =J f I I j �� �L=� �� 1 BRICK II 1X4 TRIM �4 ( I WITH 6" EXPOSURE _ --- --- �.__---- ! I i CONDITIONS I �- --- - ' ( I L ' I I I- -� 1- = ... , - r� -� COPYI31�1T = R��i>URC r F I ! NOTE PIER FOOTINGS — — _ — ! i I I I 1X8 HORIZ. WOOD SIDI<aIG ( -i htR andre Istered to: NO OR CLARITY This dra rring Is cocflPY 8 f E E T ! I 1 WITH 6" EXPOSURE I AREAWAY WINDOW;T I 'SAS M N , T SHOWN r 1 t RED INK, this F — — n _..- _._. _ - 1 >- .� I want is of — � .._.._._. ..._ 1 I ! I I If this state. printed in -t �— a•.' ..r.. ...., ,•. _ .,,. r .• .. drawing is illegal and should reported t4 —..�-- --_ — —_ ------ _ _ - ' -1-- 4lie--eepyric�hter--'� a-capyrigb.--+tai rmat�n- in _ BASEMENT y _.. t� T — -T I I louver right-hand comer of drawing. The right _ - r. L._ J J 1 — — — — — — -- — _ .— _ _ _ __ __ .— _.._ — __. _ -.� ._._ -- --_ __ -- -_ — _- —. of building only ONE structure from these plans Is exclusively to the buyer, - ' licensed P I ■ ,■�"�"■�■ ■■■low ■■■ �_ ■■ ■■ ■r ie�Im::, ..� ■■ ■■fir mom mom mom ONE No ■■■ ■■■ ■® ■■ I�■■ ■■■ : ■■■ ■■■ ill owl IM ■■ ®■ ■■ I�NMI (HE ■� ■�u■unuu■i■u■ual■I�el■la n■i■i■I■�■iw■ml■Iw■I■i>ti �I�1�l nni■1■I■i■f■I�1■1■1■ 4 U a o z Q S � a` w 9 ffi 0 W w 'o v a 0 m Q u �- •a O 4 U U � U O J 4 Z Q 2 7 d 0) 0 O z 0 W a --— ——— b—-- —.— _-_- -- — L _-------.— z — NOT SHOWN FOR CLARITY, I �-NOTE, STEP F00JINGS; �: v> NOT SHOWN FOR CLARITY AS REQUIRED BY �SI-T�=----" 1 CONDITIONS I I i ! BASEMENT : I I 1 c — - — - _ - - -- - - I I - - - i. - - - _ — - �f B;nSEA4ENT - - - - - - - - -__- ---------- L_ - --- I __ ____ --- --- � 1" = -__ w---� — .— — — — — — — — _ J J � � k L__..—._ — ._.._-------1----- — _._....— .._.. _ __._ --- ' U- (a " z !-- 't'l, f „ -; , 3 16 - — SIDE ELEVATION — 1;� o» w REAR ELEVATION - U COPYRIGHT 3 E 91 ALL RIGHTS RESERVED 8 D NA A ='R, ARCHITECT, INC � / / E ED Y 0 LD GARDN. Ci fIl :. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN. PERMISSION •14. :.^� ., :.N .: ;. '.. ^.; � .._ :, :- .,..r ... _.. __-,. ,. .+ . ._. ....._.. sa. CvM'� f.z � yr :..xc ..,.�.. . .,Rr+a.,: � .. -.. ... .. .. s r.. _.-w:.r ..r,, ,......+�.a _.,.. +.. x.,-.-..a. ....ems, , f - --- � . ­ -- - , - , - ­_ ­11 --- - , - -_ -- - ---- - - -_ - - - � , I . -__ � I . I— -______� - . ­ - I , � I I , I I I . . 1 -', � � . � , I I . . . I I I � I ­ I - . C-, . � . , , , , , MMRM==Mzmcm=r-mw-VrAMOMLMMEIMMMI I I I I . I I . I I q I I j 12 � . . I ; � for " I /, I . � I I . I I - . I I ,; " ___ � I \ � 12 . I . ,,� , 'OF- ) � I I I v \ � �. : . . � � � I I � I 1�1 for- , . Z, , , . 1 I 12 i 1 I . . � I 11' _Z__ . for- I . - 1 . , - 12 - 10F . I ) 1 1 I �\� 1 � I . I � I I - i I I i - I - I F - § / --/--I I 1i L5 6 \ BEARING WALL FOR 11001 RAFTERS I � I . I ­ I - . \�, / r 4 , I 0 . . I .4 1 3: S � . 1.0 . \ I 1 I � , � I _- -- I I I. I h17 I I I (,I I I I W CD j . 0�, - - i6 - ;"< .�, - - -t- - - - - - . o d ift- __ V, M - ___t - - t- - __ - - 6 8 . � . I - I / - � , 1 1 1 1 Iz I W � Z N I� 0 Lj L , . � 11 I I I I I , �. - , -. - , 1 L 12 1 3.75 r- I I 1 12 12F-712 12 . I 12 1 12 - I F 12 12 7 � 1 11 I 12 12 [_ I 12 712. I I 3,75 r__ I . .< =1 '29 < W - /5 � CL S;�� � : I I - I n 11 . I � 1 I . �, le 0, /1-1 \ I \!�_� 1.4 - - � , I - - _ . I I � /20 .,: I ; - I I I . I CD z \!�:J (2) 2).- ) I . /--Y\ L-r-n - I --L J. J_ I- \94 . n'-w :5 F'311 :_ 0 �. I I I . I I I I I � I , I � - _ - - I I - 7--- -_ I- - _L - I - I '� = - - . - - - -1 I I �!_a __ I - . - _. . _.. 1\!?j -. - - S" X 15 1 - - I GLUE I - - - _-__/7 � R I . 11 - I � I � : " , .. �­ " , ,,'� - . : I I I \ . I LAM. RID G�87 REAM � TO WINDOW LINTEL BELOW I I � I I . I - " , L I ?�" -;_ . �.' , � . ' -' , I -, �� "' _� - � V .. . I . - I I - 12 � - /1) \ I - 1, I . I / -)-\ , I . I �_ I � - � I i,,.; I , / . � 3.75 r 3.75_ � I \!�!/ __ , . N ,3 . \.'�L/ "I -,, � . I IV I I id d I I � - ..__.",,'.'� �, _,�',_ " � "' �',� I L �: , I 11 " . ,. . . I -,,, � . . - ': , , ,,,, - F.� . , - �- , - , � I . _ _ _ _ _ _ _ - - _ I . . � � I !� . I I �-, ­: ­­ ­x 1� o_ " _ � . � I I _ - . I - 9 V) � F . .______________,_Q_______ I � � ,� I I I I - � � I u . . � - '.- , , ,� ­ � , � , I � I ­1 I , I I , _ " . I j� � I I I , ' . - 11 � ROOF PLAN . 1 Z8" I = 1 1-ut . I . I W X N � I I . I 1 I � I , BEARING WALL FOR I I I - ,- . . ROOF RAFTERS , !11 , I . ,. - :• . � A I A. �i . I . 11 I �.­,,_ " ., � , , � I I I 'L I , - I I � � � . I I I I -----;,-2X4 NAILER OVER Z_- , c� I ; ,., I-' I � .1 "i, � - I , , I 1. 11 I I "r- ". -� I . � I I I--.- I . I __', r I . .. . I � /;i\ \,�:/ --, J� - ­ I ��- I 1;1 I I I - OVERHANG - --k.,�j US RAFTERS 0 1 6- O.C. I 0 1 6" O.C.. . . ­ . I � � 41 I I . ; I �- .. - ­_;, . � . 1­_ ­ . - - I I I I I . - . I I I � , r . : I " I , , ,,_. I i ,�: r "'� 11 �'��_, ­ 7 - - _--- --___-- . L *"� r I r I I I . I I I I ­ I , I . I... ; - , • " � , � , r , "�, % . % . , . � I r I L, . '4 � � . 'L� I I I I 1 I 0 I �q I r ", r "" r ,- .� I - , . , . I r I r - I I r . 0 0 oc I x 0 " - - 0 . 1 § 10 x 0 %O 9 : , �) 2x1c I " ® N 6 Y, " I 2 �q . WTTH I - I . I I .1 ?I I � !'. 1 , , ' . 2X8 CLG. JST. & 2X8 - - - J I , r I RA $ 1 16 RA S O.C. F;,::5 o- I r I I I I 1-l"111, 11 I'll I � -- - : �� � . 1 �� I ::__�� I I �_ I I . . I r . , � � '? ". ;; � VV FLITC W/ 1-1 - - I r I I I I I I I I , , 1 V" , , I -_ I I I, � 1, , , . / I. / I � , 4 , , It I I C 7 '; '; ';, c � , , 3 FOR i -, ­ 1 j,_­ " � t _: I _ ,r ­ _'r, '\" -� /I /I I BEARING WALL FOR ROOF RAFTERS /I V1 "I I I I I . ( 10! ( 10S W ,/ �/ ,/ I I ; '---�- gEAiING WALL FOR RAFTERS \ " - (�) - - I . ID c - I j,�,­ - 'r' r I I ' r I I I �15,_ - I . I I- � - - - - - - � cr W L 9 6 6 I . � L 9 ,; ,5 I � 1 1 I j C41 - I W , � 8 %,. I I ::�� �. � I r , 1, _ �_ ,,,, r � � . �� " . . - I I 1. , � .. #2 00 X N . � __ - . W co X N - 0 ':. . BEDROOM #3 I � . . � I 1: I .1 ­ � .. . . I ��,�'_�. . I . V) ----=.-Tff . ------------- `1 I I . ------ �M . --------- - I d __� r u u c; ---------------------- 1, I I I . I I I 'r I 1, I 6 _j u 6 1,0 , (3) 2X8'S CONT I IQ I - . lz 9 M X d cq 6 - 0 I � . I 2XS*S CONT R20 - I r % ) . I I r . � 0 b 11 �� * FROM KNEE WALL UP TO W L . 'I'D M KNEE WALL UP TO 1, . I � - iz , I I RIDGE, TYPICAL I < I W ,; - . � � - _­_­ I RIDGE, TYPICAL I . / - 1 . ­� '0 I a 7! -1 - . - - - - - - --f/ . I : r I � I �**­��, � L r _, r , , _� , . _ , � - _. , I r . 1 Ir � NON - EARING WALL 0 to I x - a . �_) I (2 __C2) BF_AR;1%'G Wo FO �_� . I - WON -BEARING WALL � I I I . . cq - - 2XB'S ­ . r I ' ­._ I � 0 - t - - 2) na's _L _ - - __ - _9n"ffTW - - � STAIR . (D , , I , __ - - - _ - - � . _U2 Lx 8, S I WA . I . � I � r I t I r ,_ I � . 11�r 1�' r I r I ' . r I I I - / A / Z I I ROOF RA . , ERS , __x I 1 I . It 1 I '; `- '; f I POO RAFTERS .1 � Z I I � I � I ; " , , r , � I �, I I . '' " I -- , I .� 11 .. j . � . I . I . " ] I . I I : �� ' BEARING WALL FOR � I - BEAR!NG WALL FOR I I � I I I r I I I I � � . . I I I I in b ' r � , (KNEE WALL) I I.. M.F RAFTERS (KNEE WALL) I � . . � I . I I I I % � -_ A I , 0 OPEN 12 . � r I . I E , I I I I . Ix W � I I � % - I �.. I " . . I I � 2X6 RAFTERS & L I I 2X6 RAFTERS & � � I L r - I I I - I I "I . I I � CEILING JOIST 0 § . � I � I 11 � CEILING JOIST 0 . � I . I : I I , I i , I ir O.C. L� . 0 6 f Ix SCISSORS TRUSS AT 1x I if O.C. I 0 6 .1 . r I r I r, I . o 0 W ID 0 W 11. � I 6- O.C. SEE BUILDING CROSS r SECTION AND FRONT 0 M � : , � � - � , I I I - . I 10 I 1 I 1 r - I I I I . ., � I I I I _", ,:I, . --Tza==� % � I x � :) , x f- ELEVATION 3 -� I- I I 0 1 r 11 I 1 r . . ' I : r. I . � (,`,,,�, , � I I � I I * C4 a 0 g z E2 0 ..:� . - yce , 1 I 1 . . r I . . 1, I . I - r r {;.•�' : � � : � ... 11 I � , I r '< W W - , I _. --- I .. _j W CD 8 - `1 - I - j I I 1 I I I . I I ; � I � - . - -_ .. I .. I .. I .1 � ­I 1===A I . "� r , : � ; I � r , ' � ": ' L I r I I i I I I I r - I r" , � .11 r I � � � �. - � 1 I I . � � � � . - , I 1 � , , � `'" -, I � . �� r I . j I . � � . I I r r I . I I I r , . . I � � ��' . . r / . � 1 (2) . - 1, . ; L:1 - � I - - . � ; r - - � __j .. --: . 71 41!� - _r I I � r r, � , r r I I i, I I r � I � . I � : � � I�, , .: I I ' ' - � �­'� , r , � . . I . I ROOF AND CEILING : r STRUCTURAL ... .r .1 I . � � � PLAN : . - I %, I � r I I ­ . I � 1, •, - I . I , I � .. r I . . . I I - �lize = v-0" � . . � .. - . I ,. I Ilimo�. . . . 1, I r I ­ ­ -- r I , : 1 S' MIN. : N 1 ­7BEARING 4 1 12'_' , 0 'I 4- 21-0" O.C.. MAX. ­70 NOTES: 1. WHERE BEAM IS USED ON EXTERIQR WALLS, USE CARRIAGE HEAD BOLTS ON Q'1•yPOSED FACE 2. NO SPLICES IN LUMBER OR STEEL, PLATE BETWEEN SUPPORTS TYPICAL FLITCH BEAM DETAIL 4416T_�__ Tb 1-11, �1_e�`Ali_,_*-'W\I�r� Ot hft_�A'60JLJ'1.114� a_L,AA1=fM 4 I - I Penetrations thoru rated vialls and floors s!-.-" ' , - sealed with a material c�pcable of prevenfi-, I I - Passage of flames and hot gassss vidhen slab -_ _­ t. I to requirementS of the Test Standard sp,_,:,cj',,,. for Fire Stops ATE-E-814. ­ FOR (2) OR (3) GANG LAM. 1 3/4!BEAMS, NAIL, MEMBERS,- 7. TOGETHER W/ 16d NAILS STAGGERED TOP ,AND BOTTOM, x -EACH FACE KAI 11 TIDI 17 r_AK1("_1' I AkJ nUTA 11 ' (TYPICAL 11 [f I - .F I I I , � I . 1. , t's , I - SECOND FLOOR STRUCTURAL PLAN 1 114�' = 1 - 0" � c � I I . - , ­ - �_­v __�_�, ­ -,--- , - � - _7 _1� I - . . -,- -1 , --.-"-, - , � �� , � I _.. I - t I : ,,- - 7, 7--, . -�-, I P 1� � . � I 11, I, I � I I , , :, v, , � �� I ­'­ , , I '-,,, ,r;l I . . I I MINECOMWIMMM4 . I �� . , I . I I I : � . . . I I. I I I I- .. , , I . 1: .,`* , , 11- � 1.1'ZI-1= THIS SYMBOL INDICATES LOAD BEA0,ING -.1 I . � . � � I U, - , I I , INTERIOR WALLS. ALL EXTERIOR W�ILLS . I I . < 8 z 161:1 2 ,4 2� >0 .1 I I . . ARE LOAD BEARING I ­ � I I .j I - :5, .� � = to W W a - l3,.�, CD I I I .11 � I z - - I '- W M �_ cc I Im jE I PC 0 - , ta,:, � I 1 ::�� INDICATES GALV. 16 GA. X 1 114' : � W �'� � ..., ff�­ Em �, _� . I ,- CROSS BRACING FROM BOTTOM OF WALL . � � L;l .,- 0 � :.�;­I�,;, I' , x ,, �1� .,c S � I , ',�- � I I 1 PLATE TO TOP OF WALL PLATE, . I I -1 I I , , 4 8 � X _ z �a (n 2i I r - . � .. WHEN AT WINDOWS, LAP WINDOW HEADER W I ; ,::,-, oc " o g; �'_ � 11- I . SO X--BRACING ANGLE IS AS CLOSE TO I I In I W � L� � L) �' 1/f I V, W it Z_16: I- I , J LESS 45 DEGREES AS POSSIBLE, BUT NO . . W � 0 A 9", 1 I'- I THAN 60 DEGREES FROM THE HORIZONTAL.`' < I- I BRACING AT ALL � CORNERS WITHOUT METAL STRAPS. I - I - I I . - - �­ � - - ­ INDICATES THE. NUMBER OF STUDS UNDER BEAM . MATERIAL SPECS LAMINATED VENEER LUMBER GANG LAM , LVLO I SHALL BE BY LOUISIANA- PACIFIC 'OF - - WILMINGTON, NC (800-999 9105) OR , 1,11- APPROVED EQUAL 1 � SUPPLIER. -_ I PROPERTIES SHALL MEET OR EXCEED: Fb = 3100 PSI � . . . I I � I � . I � _ I I ­ I I Fv = 290 PSI . I E = 2,000,000 PSI I I . - I �=, I . I I . I I I � i ,�� 11 - , _: " . . . I I . - 'I", . 11 11 11Y, . �,:�,,_, --- . -- I I (D 11 - 11 I I .1� I'll � � � : ­ - I � ":.�i � .11, � , � . � �. -I i, __ 11 �� - I , 1,,, , , , - x 1, I I . I � I I � 1. " - I , , ", " " I . . I I , I � 0 - 0 � � . I I I � I I ,'-� I , � � �, , I �, � I I �-i', 0 N / LA - N CL � 0 . I \\, I n 0 a �, W �4 1�u� ,--.-., 0 0 ,4- , cl �_,- , -, ,_ S r, S;� L_ ,M NOTE; GLUE LAM. BEAMS it , - , ,� x TO BE SOUTHERN PINE W/ , . .1 3- Fb=2400 PSI, Fv=200 PSI AND E=1,800,000 PSI. 2 I I 1 6 3 17 7/8" GLUE LAM. BEAM - - - - - I - - - - - _­._ � I I 4 /;�\ ;.� GARAGE" 1��/ - I 6 0 * _�, , . � 1 6 I - J"_-, I �� 10 t7l Z1- ,a_ 11 -1 � �­ - . , 0 1 1 , 2 0,,� . !�- 1-1 E 1_� I M , � ZYWI � � , 8 )aq) I M . S;�Z I I I 0 I ........ I . I I >__1 �� x X C,4 Ft I � . I . I � . : 1� 4 �� I 0 I I I :2) 1 3/4" X 9 1/47 \��/ �2) 0 . - � , I I ­1 11 , - 1, ,� : ,_ , " " -,�. . ,ANG LAM LVL'S . I � - - > � I -1 �� . � � , "z I � 1: I : I I I 11� � I . � M .C. o� , 747 L� L - ,BEARING WALL I I - I I I FOR RAFTERS I ­ I I 0 I - I - . . . . 1­1�\ 1 cr) -1 - � . � . I V� _ , I 1, N:, - I � 1 � , � . 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I r" i -,�, _6 1 x Q � 14 N �� ___ -1 � � I ,- - , I I � 0, � " - I . Ob - - I I x I ad , �; C,ill �* V) 10 x . . I - � � I . I � , I 11 - I .- ;i.:'�: - , W 2X10 RIDGE Bol-'D :2 M -_ c� 0 , � I 1. - ni- � M � �, i L , �� j _ tz ob-f - - � . , � ^,o 9 V, !\- 2 " (� � z I ­-'11.:. I- " �` , ,� ' -�-- ., �'.,,. '? _ " , !", � -c 10 t� 0 FROM BEAM ��u � TO RIDGE BD. 9 I 'al I "" �: t--% I I 11 ,,....o � I � , � ID I I � . 11 . � . I . I P11 I I V'l I I - : I I I . . . .< I ,._� 0 , . ; , L , . I , ,. I I'" < I I , . . TOTH OF DU OUTH . C � I I I . - ED PLAN � .. 1 7I , 11-1 , y I -BEARING WALL . FOR CEILING JOISTS I 11 Copy Of This Endorsed � . I \ , I � I : . I I . 1. ,1 ', -- - ., ' . _ - 1� � 1. I a _ �_ ' o " In . �< , , �;,;,�' �.. I , , '' , I - Plan flust Be Kr�it Or Site � -. I- � � � � �. w , - I I I F � -, I __ . 10. 0 1 10 : Dufor P022tlrygI. I �� W, :: r,%�,_�,_x­ , a1 I 11 I-E , . . ;, 11 � 6 . X I I I 1. 1. �� 1: r I I . - �� �,� I . ­ I I . COPYRIGHT - RED INK .1 I . I I I � - I � , ._, � I I - .s. � I - - 4. � , , 11 ,I . , � * , - , � 1, 0 "," ; " 'f',��_ I %.J� . ". , � I ­� _'- �,_ � I � � �' _: - ' - � Thi; drawing i righted and registered to: Is cOPY I - , r not printed in RED INK, this If t , statement is n 1. . � . I :, .''.1 I � 11 dro 'ng is illegal and should be reported to 1, .11 , 11, I . 1, I-�'. �, I �, I .­:;1- 't ­ , ­ ,,, Vic ropyrighter. See copyright information in . lov,f right -hind comer of drAwinq, The right . I I .1. I . I 1, 4,'�-;,,-,:-�� , , . Of IIL'ildinq only ONE ,,tri,icture from these Plans , is 1; f �nsed exclushlelY to the buyc-r. . I I , . d_0PYR1GiiT-R_ff_DiNk ­ I *% �� x i:N . � ­ `�iO��I r I II I I.p � I � ; � .1," - . ', --I ��:-'1:_, , � I � \ . . I . I I . I , 2XI0IS 1 � .. I I - I 11 I I , I . � I I . ­ � _.: , , :, -� ., ­ � I . I I I . � � I � . r . . , I . . � , 1< . _ - I . ': - , . I . .. I . I * ­ �'. ,.�.;�,,� . j I . , I ,� I " ��._ ­, , - -1 , - , �, I � . 11 . I I. . � - . I I ." . 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