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HomeMy WebLinkAbout042-340-098F.6�1 GGC) c�VeR li 11 STUCCO G2X4 .GENT• FoUNDATI,oGRADE rEDrvoo©RFAeGIA PING) -TR�� E �►LI-, V2114 �{�la�� T d21 SPLATE GC -PAR, -auAvra R-oor- 4jIx 12Ion 4 CHOR fbR47 II-!(r FALSE )Sit cel= SILL E41� 1 8'` ?G.falT�fz SM PLAA51W I d{ ,cows, 5LRock F1- 411x1 11-- t b ° � w _.. .-° rU � c.o 111 �Y W �,, 11.1 ac 0 t1 « � OIZFIAU'�EhITAL I Co11 2 u 14 x Co 11 41 rvN�rra RAI'LIWG 9 N EGT 1 C%N IG• - N v Wit•. E -� 5 CAL E q I�;yu - 11.O n _ -1 - F _ m Lowim fir- GGRcENEG /SA GC ES�a FINISH c'oNc, r�A'T'Ia frt.,c�o� 4''CONG, SLAP�_,,J� til I FILL,, WST � TAMS a w AT 4 GOND, c�r�f3 , o •• V. i �...,.�.. pal, �►i , V4 It I' - a►4 ' 3- "x 14" GTiZ91�-rER 5 TOP OF _ C&WTILEVER ---� "" t1_ �� ?L7 REsfi Cama 1,_oitM OF Fo0'rIWC,� 3 Aul.-L t~ Q poue,LE 202 30x3a �) �i—i� �'.0 cnlac, wCTIN� `I'G71 � LEVEL ( n t► oIsTS: F AREA (� 4-lpi Cc Iwro grz&mr= /� jE " VB s,7�^�WML,5- 24 Of� eT%1+2 LANDINlG 1VA`!' -�- + I 1 t t .. _ . 2 , KIE9C�E, DOU LE JoIGTS 0, Hr=Ag'TN I 5GR N P II it +1 �� !� " E NI SPACED G°' 1IIi G. TOP OF eUBFLoaR I c.RiPPI.E rvALl. � A t x�o SN RT �lr hGGr~55 I A ,� �1\�.. - i To P�sIv1YN. �.Iyx411 , 3 rc IClfl RAFTERS ?�! �Yt 12 _ _ TOP C�1 5L -,b. TVC7y 1✓ ICo"%� 1 N r � . o .... _ 2 �•q Pai.oGKIt�G _ ) �� U Al u f t ( ALL 5'AVE ip '� le -1'`lhIGAL 11;c AIGO �, _ GvNG. PIERS (Co I�1 2- 2"X!.1'1 CoMTINUoV 6 2nx81A c PLATES-' FAgCIF� i ei 11 II Q� .s 4 x 4 �IRoErz 4" r,, w 41' JI7 I o/ �1G L 2 r -ILL) 1NET #r -r,&MP JIl1 N 4xCo r-,19DER T 470?i* ial,/` • d 4 PEA FOcrrIN , f f _ r ` b 1 I. K1 n S!3'I S�`��� S1.CoU 5+- Ct�l� 5 �i►l `¢t �t1 2.L1- X11 FRJa/NNC, AftOUN1T , • I N 0. rLl� 1 U� r 2 31 •Ccrn11 31- 31 .3' pfr 1� 0 -- ; , " J L x4"CORT.. taLATf~ N p P I ,r .4"xGA"C,IRDEP, 2p I t Iw'1 IAA �Ll v `DIAIa. 5N> ATN I h1b _ —•- �ii'Ix411 1j PICA I. G0NTINUc�Us r�N� T HDA. 5ToAY INTSR1OR F©OTINC, WALL rel vit► • ____-. -Z I. Con •w dL.. - _ » it .1'YPIC.AL TWC7 STG�fLL`t' SLAE+ FG>TING , " - i w . IA? 15i5 � IGo /c - . .. •/,� 20 Jour's �� �� - �� - _-�uccc� _ � t� I _ ' °� L xT�2�o2 wA �9 ' � � �• I m 2-211X4" co14TINU0US •PLATES- '; mss✓ ircH�ra ll.z ,F� - . , } � a ell II "g�'uD5 - I(p`�d�G � I .� '' � 12► _ 41tGDfaG.SLA �,. FELL LVET TA1I�P x •,. TYPIG/aL ONS SToRy` _ _� _ ' -4- 0caU�LC Ttv p. _[7F C:h,R%��G E SL:i'.�,_F5 I S Irl PaE t_ar� 1 A •1 - I LINDA 4L.C.. T`iP, E �,TdRY t d " 4 _ n �•+ PhRh•LLEL � "LfZlott i � I-1G� 11SE P L DO R A?` 'r � 1 S POW -17 t CI sT NCa A1.1.. _ _ 41 Comc, . 00 P1aRIT1aN5 1 � w, -• F t L L, WET TA M I° - 21x411CeNTINp4Ug FouNt�A'CIaN � _ N 11 G' a11G�1.1G, GtZADE Ri+DltJocx� G>RTGGEATEp + f 3 B.GaN 51r_L: 1�21t C lc3'ANCIIOR C i Ig oow Ls G24oc. cuAFb aUR$ & /a e4 (3 of - I 6% tl Ji W, -z Svc s racy d' Q. +dlr � U FOO T I N Ct-•t »' 1 LL, ENDO. 4''tonlc= �t:A v __ ) 1 0 �IICOjAIG, ��i46L��tJJ Z SILL W , ) `_ Q Q Z tIG - °�1Z .SG��"��!- ��T-�•W�'"`L Its+ls , 1 I" �� "q'A,M P Q tiff � t- F- --• IZOGIL FILL __ _ p 11 3 't 'S� i 1, I - - _ I1 04Nh7uR8L �t 1=��01 _. -, ' l?� 1, fro -Q1'_,. �- N cY1 ,_, N ►1 CA r-- "" I 11 •• j� I Lo Il Qui Nt1� p � � '� ���:s: 1 Q (, Co Q 1- w � I- u, G r I II I_ II 1 I I !, 11 I II -Q t,,�I1 '2'-311 � �,�•'� � < L L 0.. -, � �, , . .. . -' 2 C 7 FC7 Ci. 2 Q' GO 2 C.af S F�a Q N l� 1� 1- in CL „ ENERAL NOTES)'211 �..�.. i3 t� � P C�1 G I2.� T � _ r _.•_ ;.�._..:, �� Q r' u. --- fel t� Z �: � _ , o ' -_ P � � M-XT� D TOP 0 �� OI�1�� �0� d �1 w ,, E 1vF+. r�-t�aTfN t'VL�LLS ��F�� ON L,ti O N �., _ I-� � CURE� U I cor.r"C'INUoUra IN"f R , CAF f AC7 Cc>11 �'Nt-4. �e)ovE +� Ae 1.11RsD' f3Y r -.H.4, iN CsRTh.IN AREA,. IF NOT N AC 1211ga N ul 2Z 411 r U N Z 5 ''> F O 11 - 1 ' i _ o UI U DGR F.I-I:� REQIJI{E//+tNT R I NOT Ire STEEL DOWEL _ H ONE aTOI2Y �UUdrINCa IU � LI�1NC'i N �, '' _ IiI r� v�za . PaD IxaTS. 2 ic3 4- '� y 1".H.A I Your, AR �. THE INTER1df, kZEC�7l.t1112ED P> N � , , Ql �V 'TH � x [r I C. mfysp Q w II I► _ O � i 10 CCaNC. L_.. Fojc�TING /l�Al� f�E I�EPLAC1rq Ci �i ©p A _.�.. JCa X ICvt _GcaNC: PIER. PIE►5 �HDULD Nb`t" EXG1=gip S• �G� �' - 11 _ ..... , n x_ 11 CL1 i"LF3 ----- - LL P'eR5' fSR Gv G. iG► (Go N 1� ALL C419DER13 as � X � � � 1+ I 11 I+ 1 _ I► 2 Aw G� a , 5 U it AI.L P41Z&LL aL., •,� bA 1► -1 �� � '� Cn 1, II _ it 4 PRtaV 11a► E fit.) F3L� J 15T N17 p, 1"" _ , !" � t 1 0 . 1 � � 1 � 5C �E % 17 Ca x 2 0 C� T I-1 I Gk. .a. _ � • �r _ �, b � � `p 1 ( 4-_ i 10 Riolo 12 N 13 ,l/ 15 8M '�... , 11f1�1�.I�I�1�l�IIIII�III�I�ILIII�IIi�I I�III III�IIt J�L� IILIIr�I� 11 �1 III i� (11:1 .I t � �► r � : ,1 t ItIx4115HEATHING FOR \\BOO S 11 II ii I. Gt7��iTR.A.OTOR SN D SHINGLE ROOFI►�IG @"7 o,C. I x<a SHEA'fHfNC•� Rlr�caE A.F -• AL.L_ VERIFY ALL DI/NEN510 .S CON I O " R. TER ALL RIDGE , HIP L VALLEY RAFTER - IJ� D TL W5 ON ?HE Joy. FOR \Vo01� SNAKE RoaFING � I I �,c. III SOLID - ► 5 l7 F � z I SHEATHING FOR CO/NPO PD \VILE BE 21 DEEPER THAN REGULAR ° C II RAFTERS. "�. [DI/,�iSN'SION�a SI-IAL.L HAVE PREFERENCE QUER 51G,4LE. SITIL�N,ROGK OR TELE I�QOFINC�,?NISI SHEATHING / Ali BE - 3. ALL LU/N � RE II n it it it E3E1R SHALL gtc. 'RADE //\A,Rk.I:-D PLACED WITH CDX UNiDERLAY/t\E D I xCp OR 2 x 4 CbLLAR TIES @ � C.G. - J \VITN A 5T,[p//�P of THE NT GRA. E pLYSCORD AS 4 tZE E OUIRED W/ F.H.A. IN LIPP R ,A550G1A*Tk"�N COVERING TF�I: SPECIES $ UNDO WHOSE G PER P-5-1. U5L 5/8 FOR Rock ROOFING ----- - ---• E.. THIRD ol" TT RULES IT WAS PRODUCED. _ R H 5E RADING11 F ANO AS- � ATTIC. _ PHALT SNINGLE5. USE 3/4 74ICKNE'5S FOR, _ �_ RAFTCRS-SEE ELEVATIOW � TILE WOOD 5W � E5 . � �3 r 4. ALL LOA,IC) 13EAIRINC•a !I\EN\13ER5 5uC S NCL � SHAI<E5 . N41L . o o • H A5 TUDS.,Jo►STS � RAFTERS HEAD- SHEET F R �aIZE ERSIE''f`C. SWALL. BE DoLIC-�L.Ar.,�' F #• � THE ,WOOD C? Co llOc. AND THE CONTINUOUS PURLIN � ,, I<K _ , �, 1R 2 C•�RA1DE 02 f3ETTf�'R,SUC3JEGT FISLIDM IZ11 0.C. _ SAME SIZE A5 T %,R FI' TC'� LOCAL CODES ANC' P.H.A. 5PECIFLCATIC�NS, I►x II AFTE 5. n it tt -' 2 � R 2x2 c:)II 5. THE• A\A'XI/I\U//\ SPAN OF STRUCTURAL, /AV=- \BE9,,5 WILLVA I LOG LITI 5. CH RY 1N DIF*FERENT 5EE ELEVATION RACE Ga72 O,C, THRU5T ( R A E ECIC WITH LOCAL. BU'I`L_DING DEI�ART//\EDIT PRIOR � pTca BE N �I . 45 BEARING, RI SHEET FUR PITCH II „ r Il BLOCKING AA TO GNAI�IGINCy TNI SIZE of AWY SUC.N //\E/i\BER, THAT 15 SPE =' - _ 5 ` THESE DRAWINGS. _ C.IIFIL;Ca QI3 _ _ LISE 2 rcG IF LENt'aTH ExcEEDS S•o ,--- _. 31 .211 1o. ALL. LU/tN5SR IN CONTACT '\V17P P!\A50NRY OR CONCRETE SHALL FSE n PRESSURE TREATED CaR u IDA Icy -EllI G JO T5 FO N _ 'T _N GRA13E RED\VbOD.N IS 5EE FLOOR PLAN FOR. SIZE >� S'PACING � L TOP P PLATES @ CORNERS � AT INTt_RSECTIONS 7. ALL SILLS ARE 2111c4"� SHALLo >� BeF3E PRESSURE TREATED OR F�".LJh ID o �, .. - 4 _ATI N a T, , GRADE REDWOOD. SILLS SHALL HAVE LL E WALL15 O FU 13 ARING ON FooTlNca "SOLID L N c 5 RSE BE= I n BEDDED IN A FULL E3E;p OF I � 2 PORTLAND CE/hE _ n II t 2�c4 RAS f=R r Ni4 0 //\IN . PLATE SPLICE 2-2 n4► PLATE5 T TIES Ca 48 co. /hOT2TAR 1/2t1 T1-IIGh $. //\IXED YE1Y DFS`/. BLocKING \ 0 5 HEADER .,HERE J I T5 t# RAFTER5 FASCIA 3 g 3 8, ALL ANCHOR BOLTS SHALL BE 1/211 X 1011 i_ 11 II U it HEADER RE NOT PARALLEL. � �Ca o c�.C. �\VIII-LIN 12 FRa//� f xco TSG A R EL. THE TEND OF SILLS i!� CORNERS. BOLTS SHALL BE E &BECDDED -711 IN CON SHEATH NG I GI2DER POCkET FULL LENGTH I CRE -TE.. PROVIDE A /I\I N I//\LI//� of 2 BOLTS IN EACH SILL. ALL EAVES 11 11 I (NOT P TRI/A//\ERS ON G3 - ( A PROVED BY F.H.A.) 9, PROVIDE RODEh1T LAP SPIK CE ra <- ' I. _ , 11 �. INSECT PROOFING \VI -LORE ALL PLV//\P.,aINC� � RAKES E�A1a11\IG $� E ILIN a JOIS�T..� TO aGAC.E , �/¢ -1-0 WIRINGS * VEIJTa PASS THROUGH-� THE QLATES. ° EACH SIDE OF PARTITION- ALTERNATE RAFTERS TO FOR/I\ 10 CONCRETEPENINGS 2"x411STUD5 A CONTINUOUS 1 G //\IX gal-I,ALL BeBE I PART CE/KENT, 3 PARTS SAhJD Fr 4 I?,[ARTS ROCK, BUILD/N ICv'1 o.C, U T E aET\GOON' 0V-np E USE A /AA3t1/AEI/A OF .71/2 C-aALLONS OF \VA E a �� C G EXTERIOR \VALLS. 1* Jt T R PERS GK of CE/1\ENT. �� a� n II F CONC?ETE /NLl4r�'T HAVE A '�•'TRENGTH OF'EOCsO PSI 4,FTC-R '28 04*YS. 2x4 SILL.No. 372 J'i L1. ALL REINFORCING STEEL SHALL CONFOR/h TO LOCAL. BUILDING ORDI~DoUDLE iP*^LENGTH BEA; \\JALL5 \VILL NANCES, AND A.S,T./A. STAIVDAI�DS.\V'NERE SPLICED IT SHALL AP � ' � 8E BRACED C�. EACH4-A BAR CDI AE I L ,�1 rI ExGEE (• 'r OA/ TIERS \VITN A /n1Nl//\U//\ OF ,ou, " p 8 O END RAS NEAR THERETO AS PDSc.,IPLE - ; Ht watha '.Estes 2 xA- STUDS � I I 2 g ? , Q. ALL REINFORCING tI AT EVERY '25-C� C7F LINEAL EI FviR ING 51'EEL SHOWN IN FOOTINGS ARE TO f3E LOCATE C I PREF R n D F E RED,THE i SoLlt� :DIAL-�oNAL 11 II I � I x�o NOTCHED BRACING WILL RL1N DIAG- _ AG _ a 3 PRO/1\ T1 -4E TOP 4NID EC>TTO/i\ OF Ft�OTIhIC-��a.THE IA,R L ` �' S F G _ Y E L15UA LY r �P 11 I 11 t3 BOOR SPECIFIED OW TN 15 PLAN 1 1 ONALLY IN _ z pNLY REQUIRED \VHS BUILDING �T � � x4 CRIPPLES A CaTRAIGI-�T LINE FRO/h I-IE� o N F.3U L._ INC- OI�I EXPAN�I\/E CrT'NER A - F � A'y " T T .P �9 a0<. I � N UNS TISFAC OF Cp11�� tl /� BE REPLACED WITH 5/8 cl�X PLATE TO THE F OTT0//\ P �- 1 II Ca "a.c. UNDERLAY//�kNT GRADE C'L`lSCORQ AS LATE >. lRT AN a , 1 ANGLE AS NEAR 4 DEG _ 13. "THING 5©I L.S. o i 2 .4 ON EDG A I 5 REFS rota PRACTI _ !I x E.N I Pr: PS HE _ L 1 H Nd 6 PLASTERINCa 5t• -MALL C.tD/h. Ll� \VfTH LOCAL RE IR O1�E (. T f' ySCORtD TAUS QLD NTS TBE CABLE BUT ALWAYS AT ASU - C1 N ALSOF.H.A.'RECaZIJI G EACH STUD BRACE FF1 EN? ANGLE F RE//\ENTS \VHEfe,I EAUI'LDII\,ICa UNDER THEIR RIGLI O TSG OR BLOCI�GED T LL v R LA?I N5. A A UIJSUPPC'ORT TC> 1NCLlJDE $ STUD SPACES -TI -115 EG2L11 _ • ' o �q I TO 211x411 \VITH 3•- d ED ED L R RE- L 14. LOCATE A 2G GAUGE G.I. STUCCO EDGE -6 UN E55 IT IS COVERED �� /KENT 15 ALSO APPLICABLE O CRIPPLE � u C SCREECD A•? THE SOTTO/h GAF AL,L. 'F (JAILS. NAIL BRACE TO I II T PL.E \\�:ALLS. 3 Co 3 STUCCC.�ED WALLS CONSTRUCTED ON A CONCRETE SLAP., FO©TING . WITH A /4 (JNDERLAy/SENT-5EE GENERAL PLATE \PITH 3-8d NAILS NoT # -0 2 II 15, PROVIDE 3 II" t ►I F 34 R 5/32 STRIPPED Fl09RING. ' I<K /4 CE/hENT PLASTER OVER 1VIRE /ASSN TO A HEIGH OF -C7 4,L_TERNATE T � -- _ _ ..I EXTERIOR �) `! E G C;i\l ALL 54-10\VER WALLS A1.5,.,) TUP., \VALES IF A SHo\VER IS LOCATED OVER TUB - .�Ll,_ �\/ ,. _ . J _. ALL FO CST I N C No. PROVIDE A 15# BUILDING FELT UNDER ALL EXTERIOR \VALE COVEI2ING5_ SOLID BLOcyKING --' a --- GU Q o, _ v �' a , o. Q 17. SHOWER DOORS & 6ATH EIJCL05URES SHALL P..�E NOT LE55. THAN 3/I(oIr _ _ TE/hPEREt� GL I rI ASS OR %4- L4 \INATEL7 GLASS OR APPROVED PL STI \ a _ �o _ A G, 5 VI NCa � 0� � E Z EE 5 I i. EE 51AOWER DOOR OUT. /AU5T &C- ATbLE TO I rt a0 - , Q D 16 3 j O�iSCRISE A 3o DIA/ CIRCLE _ 8 E 5 u 11 IN 'S1�0\VER.IAIN1/AU//\ SHOWER AREA 15 cL00 SQUARE .INCHES. DD Q 12� Z v', N' _ R _ t� G DO Q 2il- IS. NO PLU/ABN V r ,t n _ s T_ _ _ /pAX. v C:� VENTS /hAY BE LOCATED LESS THAN 3 - O FRO//\ PROPERTY 8 c0le 0 qp I N - n o 8 LINES. _ '' I - '� Ipu"+ `� t" - - �9 CULL .- , , - I = v I I 1 - _ _. I - ►pu _ ,. 19. �• II II = . , - III F.H.A.. �9 N Q•- - ._.. ._ = I _ � _ INSTALL. 31 � /AiWI//\U/A TEE)NPERED OR 1/4 LIC\/NINATED GLASS IN N - I _ N N F: 11 0 ALL ._ - (� 1 = = I' �9 SLIDING GLASS DOORS \ II • _ t _ ICv SQ; N TYPICAL CONSTRUCTIOt,) R � AN / \V1ND0\VS \1171-I1f\I 18 OF TWE FLOOR, - lL , o �9 - ll- o , • ,_ 11 tl I, R ► 1Cv 5G?- S n 20 PROVIDS 1,4 x 3 SCREENED SAVE VENTS Ge cc -Call o.C. FOR ATTIC I 3 G:' 3'I „ ,, WHERE GIRDER INTERSECTS P VEt ITLLAT.GNIn 3 G 311 FOOTING 4 GIRDER POCKET _ u all II 5 R 21, PROVIDE AN APPROVED FLASHING FOR ALL EXTERIOROPENINGS It 8 3 VALLEYS 12 TYRIGAL 12►1 15 NOT ALLOWED ®Y P.H.A.FHII � OTHER AREAS A5 SPEC.IFIED ON TH,E PLANS. USE 2Ca GAUGE �.I. FLASH- ING FOR ALL VALLEYS -'2411 WIDE FOR ROOFS WITH LE -56 THAN 4/12 PITCH � TYPICAL CQNTINL10L1 5 PIER TYPICAL COW71WUOl..,1S FOR ALL SHAKE ROOF -51 PE-GARDLE55 OF PITCH. USE Is" WIDTH FOR 4/12 PITCH � STEEPER ROOFS. VALLEY FLASHING SHALL VE 11 EXTERIOR CONCRETE INTERIOR CONGRETE 1 -IA A SPLASI-I RIB I LN II � 'FOQTING \VALE. ,, HEIGWT FOR SHAKE ROOF -5 � 3/4 HIGH FOR c�TI-IER TYPE ROOFING. _ FCOOTLNC� AVAL.L L1r�LE55 OTHER\y/15E NOTED, ALL DETAILS 22 -IF ANY DIAGONAL. SHEATHING IS USED 1N THE CONSTRUCTION OF- HO^E ON TP15 5HEE-T- SCALE 1/2:11 � 1_ ll • TYPI CAl._ FR,�,h,1NG � -- o DETAI L.. LOCATE 2-$d NAILS AT EACH SUPPORT � 3-Sci NAILS @.fiHE OUTSIDE - PERI//\ETER OF THE SHEATHING. 5TAGGER END JOINTS OF ADJACENT BOARDS AT LEAST TWO SUPPORTS. 23. UNDER CERTAIN CONDITIONS SO/NS BUILDING DEPART/1\E.NTS \ 1V VILE ALLOW T H . CONSTRUCTION OF WALLS WITH 21lx�41lSTUDS 0 2,411o.C.TH15 U5UA1„L11 OCCU 5 D � " H T p rZ y c A- Q WHERE- DRY WALL COVERING 15 SPE017-1ED, O X �9 X . E G F 24,INSTAL.L 211 FIRE BLOCIGINGr AT ALL 50FFITS. 11 Ca �g P G u 25.2"x411 BLOCKING 0, //\LDS-I•HEIGH-f OF EXTERIOR WALL -5 15 REQuI D A RE 13Y F I-I.A. V x AN'b RECO/I\//\ENDED FOR STUCCOED., EXTEFZIOR \VALES INHERE LINE BB d \VIRES R U15#K F C x BB ARE USED A5 BACKING FOR gt.11LtDIh1Ca FELT. 211x411 BLOCKf NG - _� Q P IS ALWAV REQUIReD ON \VAL-5 WHERE 5TUDS EXCEED IOLO IN GWT. ►I 4 I G z < _ •, Q HEI It t l4 00 -- oil Ga 6,\ PEREVER SPECIFIED ON THIS Sl-IEET THE SAND FILL THE 11xCn1i-# # ---D ... � I IIIT)� -- ., ( Ir0/ to 1_ I b - r 7 G L,. - — ._ ELECTRIC \VELC3EC7 //\E54-� � THE Cry /11LL PLA,STIG. l!\E/Af3R,ANE 15 OPTIONAL �• •-' � b , - :-: • a _ . I , _ R 11 •_ Z' 2,I It ONLY REQUIRED WHEN BUILDING c ,r 11 _L�^ Otil EXPAN-SIVE > OTHER UN5A,T15Fro,C- �, -i" TORY SOI LS. I _ IN=11ii = 7 Cc 1� i 211 I I II � ,c a 211 ri 27. LOCA v o _ _ K k9 K /A L '2 • o r TE A S/AOkE DETECTOR IN THE CEILING OF- BEDROO/A HALLS. • N a (U o o b r, �• a. o o N _ ° � u . \9 p GG , n. .. o C a J( ,Q c �9 26.ATT'Ac.l-1 ALL Ih4�ac7NR`! TO WALLS \VITH # q GAUGE \\iLlaE VENDER TIES , 1� o� 241i0.C. HORIZUJTAL AND 11 O.C. ' 131 I I 11 n 1I II 12 VERTICAL..TIES WILL. BE' ,A,TTAGHED TO fJ 5 B IG, I3 II II N 11 { L12- N A CO. TIPJUOL]5 8 C-�AL]GE \\/IRE EMBEDDED IN CEhJTEP2, OF NQRLZCINTAL VENEER JOINTS 11 � _ NTS e 12 D.C. Gits,RAGE IJ 13 Lt�OR SUbFLOOR GARAGE HOUSE GARAGE 29.EXCEPT WHEN BUILDING LINOER F.H.A. REC, DIRE//\ENT��• STEELTEX-C>�IENEEI= VGNEFER F' N _ R _ BANTER PLANTER FOUTlNGS- ATTAGNEtD GARA� GC C-<'�UAL-\ViTN! III CE//\EhJT GROUT //\AY @>E 5UP�5TITLITECJ F4R, THE Ilr AIR , SPADE $ IIISOLIC� DIACONAL SHEATI-ZINC-� \uHERE SPECIFIED FCSR VENEER, 30.UWDER CERTAIN CONDITIONS, 211x Q:," 67LIDS ARE, REQL1lRED \VH'Ehl ° '. PLU/I\C-�1NG PIPES RUN H(7R120N'I'ALL`/ THROUGH STUDS. 31, ALL EXTERIOR 5\VINC�It�IC-a DOORS AND WINDOWS WILL 8E WEATHER- STRIPPED LEGE N D INCLUDING ANY DOOR OPF..NING FRO//\ THS DWIRLLINC-2 TO N �BLOCKIWG, OPTIONAL --j ATTACHED C�AR�4GE. A. 211 x4-,11 STUDS G� IColl o.C. 9,. 52 -PROVIDE: AT LEAST I'/z SQLIARE FEET OF 5GREEN'ED UNI,DERFLOO coRNER•. 1- 11 I1- T. 2Cc, GAUGE G.I. FLASHiNCa R VENTILATION ,, 6. 21 x4 CRIPr•'LE�a ICo CO.C_ U. //\ASONRY FOR; EACH 25 LINO -AL FEET OF EXTERIOR WALL ON AT LEAST '3 SIDES OF THE HbU5E, FRA//SIN II 11 - , II � dE' rAl L� C . 2x4 PLATE V , c>"i1 /I\INI/AU/1\ /i\A54NRy ONE OPENING SHALL Be LOCATED WITHIN 31 Q OF THE ENR OF EACH WALL,. -`r A D. SUBFLOC7R sEE 5PEG11'IGATIONs oN W. 5n/nAxl/AU/n /nA50NRY 33.FLOoR J015T55 51•IALL 13E DOGSLED UNDER AEI.. PARALLEL. PARTLTLONS. FRA/LING SECTION IL 1 p X I SOLICO DIAGONAL. SHEATHING OR 5/F,,1 CDX 34.00/&POSiTIOW FLOORINCa AND/OR CARPETING1 x113" N O E FLOOR J015T�J ;J J RPETING /AA,Y NOT Be$E INSTALLED ISI EC L� AIN. PENING U DE►QLAYIAENT GRADE PLYSCQRD As PER. Ill R T _ _,, II BLOCK OVER I SIJF3FLOdR UNLt=55 OIJ1r OF'TFLC-`�LLi�\V1 F . 2r�-OLID INCA OR �1/A JOIST P5-1. �,1 � F NG /1\ATEIZIALS IS FIRaT , F E 1 I _ C TE A 15 FELT OVER SHEATI-TING. APPLIED OVER THE U 5 11 1 24-r/SIN. G 21x41 SILL.SCE ENERAL. NOTE47. IIIAIR S R 5 15FLOO2 /I� cDY\CP I'Sj pLNSCoRD OR 1/41 TE/NPC-RF-C> p �i�— - " _ Y 1- AGt= G H . EXTERIOR IWALL C ERIhJG Z, 211 ALR SPACE 12 DSDAI�1. _ ` UNC?ERL,AY/RENT C-aRADE He4 T 1/21 cb x IO 1.4MCH0R BOLT`;. SEE AA. IL 35.GARAGE DOORS WILL BE EQUIPP WITH PP 1/411ME5H Z - FILL ED \ H A ROVED SA,FE'fY SPiZINC-5, G:I.\VI E GENERAL NOTE #fir BPa. \VEEP OI. ,BATT. V / R ._ _ � .� OPENING II H E5 Sia e) WITH A AINI AU/N INSULA?ION FACTOR OP R-11 WILL SE INSTAL.L:ED S�REEIJ •� J. 4- COIJCRETE SLAB CC. DOCK O R GRlaVEL FILL, 11J ALL ExT --R 1012, WALLS -- II 00 coP n_ # i= A 5 IN ANy CUIt\/ N WALL PNET\vEEN ,G\N A,?T C t 30 Z k xCn 10/ I !:LEC.TRIC Wel-D�G� DD 2IIxColl ll A I-IE.G� ;Bp 1 � _ K Co SILL 3Lt7t_..K RED\V©!�D OR P.T. GARAGE C�IVELL.IhIC-�: INS ALL 6 T �. < //\EFSP. SE II . T AT ��• WITH A /nl /nU/ i E GENERAL O # 11 u _ I SGL.. O _ _ A TE 2CC+ IJ /\ N ATI N > N EE. 4 x 4 PIER PO . P - ii K4,1d .. W 7 RC�VI©C I x4 BRACING FACTOR F I©1` i C R N -11-1 E I L C� E IN . UhIpEI� GE O u 4 SAND I L. SEE G I-.1 f2?Z\IN CONDITIONS,, a L. F L E ORAL NOTE�'2C.n. N �+ COW,- JI I BOTH D1RE� ol.,l 4 /JIIN, N TI TI 5 IF POST frXCEErIDa IN aULATION 15 ALSO REAUIIRED 2,ETWEEN FLt�COR JO IA Co / IL PLASTIC Ae/A - I. li 15TS. FOR SPECIFIC Q /MLL PLA FaIZANE. SEE S Ca IN WEIGHT. , iZECLIIRE//\EhlTS !� K'. w C ECIC \VI . H YOUR. 6L11LI31NG DEPA,I2T//\E1JT. _. • an \VALES . #4. FSAR GENEFzAL, NOTE �' 'ECO. FI=. 3/811 c�, 100\VOLS 2 11'i0. Ir ,. -.. C� �•. 37.A 3(O /AINI/l\LI/N HEADROOM.\ 15 R ' N . �4 PARS OP PO_ -r1 c a �T >`� TT©/I\ cOF� FOO .NCS. Com. CONCRETE STEP. �'ll�"tAAX RE1�I.JIRED! A(�OYE AIJ ATTIC ACGE+55. , 11 CC SEE GENERAL WOTE412. 1011/I\INI/AU/A RUN r-60.,Ali, . 'T 3 BAR5 \VITI-LIN 3 11 - OF70P (SOTTO/I\ OPWALL.S OPTIONAL P. G> t_ONCRETE CURB. H.H. TERAITE SH1I=LCO(oPTIONAL) Gu FINISH GRADE I.1. c.; 211x4,11 PLATES r, ONLY Uc-E DETAlL5 \VWL= RI1� APPUCA&Le ACCESa 4,REyy,& A G ,' .,-.s A � R N TU12AL R/\DE J.J.JJ. RI//\ JOIST .. ��` ��.� �, ,�, low5. CIRC�EtZ I.K. FLASHING u W y(k I ttiMc 1 uh1111111 5 69 10I_.._._I11III'lIIIII1IIfiIIIIIIIIIIIIIIIII1L IrIIII�illll �illl IILI�IIIIIIII{�IIII��III IIII�IiIi lill�llll)Illlllli ill�llll IIII�IIIL IIII�IIII III) - _ ,- I_I{li Illllllll 111111{1{ II � ' s' Y r n SEE GENERAL CRIPPLES F NOTE � -7. i CORNER POST SILL MASON RytHEARTH CAUL.kINfa bOL1 SLE I�-IL1 N G • cAuLkING i \VII`t00\\/ DETAILS ry i �.I.FLASI-i NG GJ, FLASHING /AASCU RY oF n, �, C-aROL17 � _ SCALE* 1/411 111 SCALE. IJ2t =III :r .. d RUBE3L.l✓ EXTERIOR WNI ^IGfr 1Yr•Ftttff 7. ---_- mT•\II _.. -. .. y .. -. -.. ... GENEf2AL. NOTES : -_. _... _... 12 �AUGE GALVANIZED - 4 I _.. /&OLDING , � • - - o _ La CraUO.G, j FLOOR.. 1, U5E DETAILS ILLUSTRATED ON THI5 5HEET \U�IEREVER APPLICABLE. ARRESTONESHR SPARK ARRE5TOF2 FIN 15H JOISTS 4:3 OARS x 2. CONTRACTOR SHALL. VERIFY ALL DI/1\EN5jOW5 AN40 CONDITIONS ON THE JOB. r GLEAN-oL17 DOOR(OPTIONAL) THRESHOLD I' DOUBLE JOIST 5 Ir II Su G >?'. 5'BUILD G IN � STUDS ' FLASHIhaCy --- EXTERIOR FINISH 3. FRA. I000t-1 OPENING-�S FOR /1.O5T /�,ETAI. \VIND[O\�/S DOOR5�1/2,ii\VIDER I 0 GR E CAP------"- C W E? AP i — I SILL FELT - FELT 1'8/4"C I/2U HIGHER THAN THE aIZr- OF THE \VINDO\U OR DOOR, AS I WGDOO I �t.q-VERTIGAr_ F3AR5. R IJTERIOR FLASI-GING yF CONSTRUCTION DETA1LS FOR /hETAL \vINDOWS WILL VARY WITH ~AcH ^AWU-AC- 2-#3 BAR C©NT1hUCL5 EXTERIOR FINI1H SUBFLOOR FIN'I5H 1 BUILDING URE2 ,SECURE CONSTRUCTION DETAILS FRO/N'/OUR 5OURCE OF SUPPLY FOR 'YOU FRO/1's FOOTING FLASH- INCE FLOOR JOIST FELT THE \VINDO\V SELECT. TO CAP. 5EE FLASHING HEADER ROW STYLE \\/ILI_ 6E SELECTED BY O\VNER. 5. INTERIOR CASING , STOOL � AP T G.I. SADDLE a NO GENERAL TE HEADER - //FETAL Co, \VHEr�.E FLASHING 15 INDICATED ON THE \VINDC', \V � clociz DETAIL.5-'USE- EITHER SURROUND A tall STRIP OF G.I. OR 5L5ALKRAFT OR EQUAL. FLASHING, RAFTER tI /I\OLDING)1 CASING ?., 4-�4 CONT'INUOUS VERTICAL BADS \\)ILL SE INSTALLED FRO/& FOOTING TO CAP IN O.G. BLIND ALL CHI 4011 AND LE55 IN \VIDTH ,PROVIDE Co -#4 BARB IW C.H1/hNEyS 4-011+TO I STOP \\/INDO\V I-4 EAa GLAZING Boll c 80 IN \VIDTH . IN AREAS .SUBJECT TO SEIS/SIC FORCES., THESE $ARS ARE RE- STOP J4./&b Co/n POUND OUIRED AT "24110.C. IF CHI&WEY DOES NOT EXCEED 4011 IN \VIr_)TH,THE EXTRA. 545N51/AII.P.R Co It ABOVE THE G L A55 BAR AT THE REAR: OF -THE FIREPLACE ONLY NEED5 To EXTEND SBOL ( SAOIK E SH ELF. 1t Ir x 8, \VHERE PLATES ARE CUT T'O PER/I\IT THE PASSAGE OF A CHI//�NEY� ANCHOR CHI/\- 5TC- STEEL STRAP X/51 -LING \V LTH 2-311Co11� III5TEELca'rRAP5 \\/HICP WILL BE I40OKECD D\�/ LIEY TO E \\/ITN 1 LI BO INTO THE CMI//\I-4E'/ CONCRETE BOWD BEA/h. ATTACH SCRAPS TO PLATES 2- 3 BARS EI rHER 2- I/'Z" X 4" LAr= SCR'I*\V 5 OP, 2- t%211 ¢ E�OLTS. FIRST SCBE\V OR P_�DLT TO I -- SAaH BE 31/211 /nl N I/ALU/ FROMEND OF PLAT E -S . tl II '2 x 4 �' Is#6UILDING IWTE•RIOR ETAS. SUPPORTING TWE /hA5C)NR`/ AEOVE THE FIREPLACE OPENING /I� 9, THE STEEL ANr�LE S,UPP R NG it TIE r FELT —FINISH I II I " Ii 1 SILL 5HALL BE 21/211�t S"),, ?>14oll FOR OPENING TO 3 . USE 2 /2 X 3 x 1 STEEL CEILIh1Ca NG FLUE LINING rl Iii 2 x4 .� -�„- ANGLE FOR OPENING /REASURING 3'-CnII+TD 4`-0'", JOISTS 10. THE EFFECTIVE FLUE AREA SHALL BE Ilio Or= THE FIREBOX OPENING AREA OR DOUBLE ? ERX7ER10R hlINtSH6 211x411 SILL. i64 r0QLI4RE INCH /nINI//\,U/n. 1 I1 FRA/l�E , OFF '�' , c GA�INC-, Q I L. GHI/Ar�1EYra SHALL E,cTEND 2-0 ABOVE ALL PORTIONS OF ANY ROOF \VITHIN 4, )Ol•n11 E R 1I II 2=Z x4 � FLA5HING OLD.IN' //� G ._-- \VINDO\L' STOP NISH RADIUS, F It 12.50/hE BLl)LDIWG DEPART/t\GN ONLY RC -C UIRE A HEARTH Be IN DEPTH �i THICK, PLATES I11GROUT 15# BUILDING 211x4-11 SILL —SASH FELT CRIPPLES - ( TH.ROAT TO Be rGllx4ll FL'A51-IihJC� IG"O, C. FULL WIDTH OF FIREBAGK � CRIPPLES �ICD110.cf SILL_ n � //\CTRL CASE�'/\ENT //�A50N RY FACING . iii # 3 BARS @ IS ; BLIND STOP \VIWDO\V STOP WINDOW DETAILS OF FIREPLACE lALAY BE EXTELIDED II2 /AEETING _ GLASS 5GAL : I/2111 = I Ir TOCEILING IF - FRAIL RAI L DESIRED _ I 5A5N E`>CTERIOR CASING BLADE TYPE G.I . SILL STOOL 15# BUILDING }'rr fQ' 4 'I -- DAAPEFZ 57E -EL ANGLE I I PAN SILL .� APRON # A 5. SPLIT COURSE VER CAL 5 R CO x FELT 4 TI ,,� UOUS FRO/,\ CAP TO FOOT 3RICK OR STONE 'C (� - r�pll (,t9(9� � /rI20Il/1\111. , �tl L N EL, SSE I T GEIJERAL NOTE#9. _ KEY _ ING-SEE GENER /M=TAL OTE 2- 5 6AIR5 `Y _ : I�ASOF-IRY N I 1 I INTERIOR SURROUI`�D HEARTH FIRE- (BRICK DRIP KEY PINISH '"�---� Ii 11 I 2 x4 5 LL r1 "" la i1 2- 5/40 x I STEEL STRAPS CAST IE - - ,. SUBr-LOOK BRICK I tl I �2 A5H DUhNP (OPTIONAL 15 BUILDING NEADER HEAD JA/nB A INI/ALI/A. IN CHI/ANEY 4;4001 D GE D oUT BA 5 \VITH fir' EXTE - AROUN ER R FLUE LINING FLOOR GOVERINC- FE LT i 5IXYLAR SIONf ATTAu TO BUILDING FRA/AG .. ROUP L � f-- -- D- 11X411 PLES '2 GRIP. \yITH 2-1/211 � BOLTS THROUGH ^_ ""�: II JO15T5 ✓2 2 11 _ @•FICo"O.G.. 211x4" TIES.5ECURE TIES TO FOUR CLEAN-OUT DOOR(OPTIONAL) SILL CEILING JOISTS \VITH Z-ICo_ci.� . #3 BARS R NAILS TO EACH JOIST,;� - 4 SILL SASH \ 3 6AR5 Gil BIL allp tr FINISH IF GRADS STOOL to 121'c�.c, /hEETING RAIL /f\OLLDIIJG GLASS CEILING ;� ,, gIIiLD/ �,TA ��0 H 4 FJi G -- .1L rte` ._.. ,,�' 1 -SA5H JOIST y y�`' No. 372 a T C0 ` T 1 ' ' o , I ALTERNAT ' .. ' .f — LAOLDING - - n 11 2 " 4 /AETAL 1 CEILING J015T5 . '" ^' �° 4 0 _r- pC , BEND* , , v I x,_�; I . F9 NATURAL GRADE 211 n 51 L 1_ BILL H' w.1. B. N �r to c TRI/h//�I=R 5A 5 D. AT URAL SUPPOR`f STEEL BARS ON GRADE �j9� BRICK OR PRECAST CONCRETE EXTERIOR INTERIOR FINISH OF CA11 0� FIN154-I BOND BeA//\ ANCHORAGE PLUSHHEAR-T•q 150 BUILD1r,lG 8LlND STOP EXTC-R(OR -- F -I N 15H SCALE : 3/411-11- prl L. PIREPACE SEQION 4' FEST /nOL DI NG _15* BUILDING SCALE : 3/411 = II.011 j I G FLASH N FELT 411 FIRE COURSE #4 \)ERTICAL- BARS. 4"x 4" POST ' SILLrl Elly 411 _ FLASHING 4 F..�RICi� L 7 -_SPLIT BRICKOR STONE CONTINUOUS FRO/k POOTING TO CAP. tl j ' SEE GENERAL CRIPPLES II e_ NOTE � -7. II I SII .w CORNER POST SILL MASON RytHEARTH CAUL.kINfa bOL1 SLE I�-IL1 N G /NETAL: SU DING cAuLkING i \VII`t00\\/ DETAILS \VINCDO\V DETAIL.s. i �.I.FLASI-i NG GJ, FLASHING /AASCU RY oF n, �, C-aROL17 � _ SCALE* 1/411 111 SCALE. IJ2t =III :r .. d RUBE3L.l✓ EXTERIOR 1NT�RIOR _, FLN ISI --I /&OLDING , � • - - o _ La CraUO.G, j FLOOR.. bouR,LE 121'" FIN 15H JOISTS 4:3 OARS x `# •3 BARCa Z ` . GLEAN-oL17 DOOR(OPTIONAL) THRESHOLD DOUBLE JOIST 5 Ir II Su G >?'. SII FINISH � STUDS ' FLASHIhaCy --- # 3 F34 RS CyIIO.G: rW HEADEFL AL. c ._ NATUR_. SILL 1'8/4"C AS I WGDOO R AOLDINC•a SUBFLOOR 1 FLASH- INCE FLOOR JOIST SEE GENERAL 4 FIREBRICK II e_ NOTE � -7. II I SII .w MASON RytHEARTH CAUL.kINfa FIREBRICK i ASH DLI/NP GJ, FLASHING /AASCU RY SEE GENERAL 4 FIREBRICK NOTE � -7. II I SII .w MASON RytHEARTH CAUL.kINfa FIREBRICK ASH DLI/NP GJ, FLASHING /AASCU RY oF n, �, C-aROL17 � _ troPTIaNAL FLOOR FACING .. d RUBE3L.l✓ BUBFLoOR SILL.- , � • - - o _ La CraUO.G, j FLOOR.. §,• JOISTS 4:3 OARS x `# •3 BARCa Z ` . GLEAN-oL17 DOOR(OPTIONAL) DOUBLE JOIST 5 Ir II Su G >?'. SII FINISH � 0— HEARTH GRADS # 3 F34 RS CyIIO.G: rW - �. 0 �. 1 I . ALTERNATE, ( �• AL. c ._ NATUR_. ti I 14 W A r PAR t? A S' A 4. Ile "w Q IV. ry t h „op p '�• , ��,, %� mss' a"� �� �� ��� 4�"�� ' Ex��ir UU l��t�tT��� � Ate, �, a O � n a -- i9a 4r• 'c o a , 75' 50/ • -�32. 'Ji3sclf, of roperw lines and 5 it. iron, The %ling Shall be ,� � �-w-�--� C,p 1 � Y1 = / �>��� �u� '�' •�r4s ar �qulpm eave >, a�ehngw A � ' Thio sat 6f �Jcjms and spacificcifinns MUST be ' . �Opf oil +t5(, ;vm,) v� all 411mos mr; if is unlawful w�lffgn popmissim from flic Doparimemf of Po6lia I w+behs. County of suffo. w � ,.lea ���5 ,�� ��► � yb�-.,B ��� 1 Nl• et `� a t ► �� y rN A/�: F") I . r , AV`�, �..� .,m.u-......v.-....-.::..,...._,.,..,D,,..wti.W+s , w..ti.,..:.. w.. ...--,«-•._.. w.,,.Wrr�,-„_ �:,...,w�»-' `"'S.�'•-� ,. `• �r`•. p rr ' b Y ^fit _.,,cC """,,.,�"'M _ ,�� ..,.... .. ...:... . »... � y�.W.f .�..:-.'�--«-... •!i F, �"..a ,w. ,� ;,,: f�i I Cl ii► iiS! ,� M i , l l � i1 � l � l l i r_l_ N I l 1111r'1� II��.II�I�iilli����il�Illll�lllll�irlil�� wOcl I_I II �III IIIII_� IIIIIIIIII111111111111IIIII�lIIIIIi1, lllll.l.� l��il ) llI l) Il�l l llllII11 L_ III�II!I�5 ►l�lil��l�[liIil,lr►liS] lllll I� ll I11W 111111 ,, , ... �• l i 4 C` a 1 p\ 14 W A r PAR t? A S' A 4. Ile "w Q IV. ry t h „op p '�• , ��,, %� mss' a"� �� �� ��� 4�"�� ' Ex��ir UU l��t�tT��� � Ate, �, a O � n a -- i9a 4r• 'c o a , 75' 50/ • -�32. 'Ji3sclf, of roperw lines and 5 it. iron, The %ling Shall be ,� � �-w-�--� C,p 1 � Y1 = / �>��� �u� '�' •�r4s ar �qulpm eave >, a�ehngw A � ' Thio sat 6f �Jcjms and spacificcifinns MUST be ' . �Opf oil +t5(, ;vm,) v� all 411mos mr; if is unlawful w�lffgn popmissim from flic Doparimemf of Po6lia I w+behs. County of suffo. w � ,.lea ���5 ,�� ��► � yb�-.,B ��� 1 Nl• et `� a t ► �� y rN A/�: F") I . r , AV`�, �..� .,m.u-......v.-....-.::..,...._,.,..,D,,..wti.W+s , w..ti.,..:.. w.. ...--,«-•._.. w.,,.Wrr�,-„_ �:,...,w�»-' `"'S.�'•-� ,. `• �r`•. p rr ' b Y ^fit _.,,cC """,,.,�"'M _ ,�� ..,.... .. ...:... . »... � y�.W.f .�..:-.'�--«-... •!i F, �"..a ,w. ,� ;,,: f�i I Cl ii► iiS! ,� M i , l l � i1 � l � l l i r_l_ N I l 1111r'1� II��.II�I�iilli����il�Illll�lllll�irlil�� wOcl I_I II �III IIIII_� IIIIIIIIII111111111111IIIII�lIIIIIi1, lllll.l.� l��il ) llI l) Il�l l llllII11 L_ III�II!I�5 ►l�lil��l�[liIil,lr►liS] lllll I� ll I11W 111111 ,, , ... �• l i 'LOOPING 5PECI RCAXIONS: 3/4+ Ta 11041►x24It REGA\VN CLEAN, ORS I C.aD%AR SHAKE -6,900/0 FROGS 1011 TO TH!- \VEATNrR. PLACE AN Its►►t-300 FLUE PELT UNPE1?„ EACH LAP. USE HOT -DIPPED GAhV. OR ALU/N1WW\ N TING BI4 . C C7 f2 -----,. ~-- NAIt45 il�dAT \ViL6. It-lETRATE P>A , STUGCc7 cOvR ANAkE .rr. GLI PPED PLATE _ - na Ga W 41,11 x 121 SII + .x Y t .`- 57 L.1 C C C7 --- ----► �+t FC�.I.Ssit l i n e> ` \\!0C)0 P_&I L I N Gt - S E E SHUTTERS WITH ? -RICAHT ELF=VATtCaF.! r - 11I A x,11 N41l...--ON/r..- i ` F R, Spec Is. OVeR - GXTG~t D ?YPIGAL 411x. (:'p"EXI�cDSED DCaoR rH12ESNC.�Lt:� f�?4FTE25 C�'.4 G7 CO;C, STUCCO TOP OF 2u' _ 2► x�4-u NIM L 411X I211 . a.,� ON S- 5TUCC0 UCaR. 5?UCC.C7 1 4tlx I cll BEA/h � OV�P - _ ST U C C CD TOP Ca F 411 x 1411 11 11 u tt ►► r HDR . PL &TE ., TYPICAL - xCo PG7 QTS L,IC-�wT F15GTURS F12C7NT \VALL, _. _ , QCT L ' D PO ST - `9 U , 0 IN i ' �, J .»-� \V I"T'H Si4 d, - "I Ld � ��+:TI TOP OF l y vp U 2CoCL C. r CONCRETE P P ._ �, OP OF COLUANs _ cuFze> r ♦ f 5LU//\P CSN _ , .. , __ :.-,.. _., v r•.r_ r >~ ©f h.1 A.//NE N a l l taRN�,#\GNT,�,L. CONCIRETE ICca-x`7 G&RASS DOOR_- �VAL.L. II C2 h.l i a.t. L..I NCS IRON GJ(.\7 S APRc>w PL'/W000 \VI TP 1IIx IC:>II R DIT 05S GRAD P 0 N T E L. E- V 4T 10 1-J 201► o.c _ 4-1 CLIPPED PLAT a= C. \VAR.DRO&E . 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