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BatE InsulaGon / 6 mil Poiq V � � w �..� (one hour shalt a� appGes) S/8" trpe X �psum board � ► Pi-r`�� ! � i , � . � WI WallAssembtv 'y'!� �- I ���•�� � IIl ' - 11 �/ti � j � � gl ' Ftoor AsxmbiY �_ Ccdar Board �Q Battcn (rcrtical) sidiug i ' � 1 � �� F�b (uy iulc[ior package) I SN Fclt or T}vck h4cmbrane air , i t T � 3!4' "i Nk G ply dccking (si:rew R glue) infilUauou 5/8" ply sheau�ing ! � � � � I� � 2 s 6 stud traming I � I I I floprjoist. 3 1/Z" sou�d attcnuauou � � - ; ` 1 � O batt o[ A9 FG bau S/8' q�pe X g�p Rl9 F.G. BatU 6 nul poiy v.b. I � , ' ' � � � � �1� � /� board 5/8" hpe X �psum boazd � � 1`= - -- � I I � ! I °1 �- y ��" � I � �� • �i'/3� � V✓ O . �.- � J � �_—` - -- ------� � p � + W2 Wall Asxmblv � 1'' �! "1r �{ �=- � �'J � I L7 �i --- - I i I �j 'r W �L O p2 Fioor Asscmbiv p � Cemenli[ious stucco f nish / clastomcric � � I � 1 � i �i g" concrete slab oa 4" Kra�cl bcd on 6 � �— i � xnil poly ��apor b:ur�cr on com xtcd Lll 3 paint and anchorcd lath fabric u p p�yjt I I h U �„j p�t or undisturbcd soils �. 2 x 6 stud frauung dt 5/8" P�Y i . � �-';; - - -- -{- T----i-- ---- -- - - - � - - --- - - - ,.-- - - - - p � � �� � _ . ' _ sbeattung R19 FG bau / 6 mil poly v.b. I Ci � O � 1 0 � - 6 ' ) n d ' � ��� � 1 - - - -- - "� � - - - I Ci �' o � � l o � • i � . SB" ��p board � � � 1� a I i � F 1 � _ � � _J / _ �_— '� r i i 'I' i � F3 Floor AsxmbtY � � �I � J---- _ i �J ~ � � a '�'� � , + T8e floot Cmish �hin sct on CLloroloy � W3 Wall Asscmbl�' _ ° sLCa�incmbrane on nmdsct oa 1 ll2" lt _ Stone �•en�e,t �th anchor wall tles on I ' I '-- - - - ------ - - - - - --- -- -- - -- - --_ - -- � stce) ang1�5( �ntcQ n�it6 asplialtic � � � �— i � �� ��t. co� w/ hydrotuc lubing oa 3/0" T � - _ � I y �nl 2 . - ' ,4c (3 ply dccking (s�rew/glue) ; pauiq on l�fclt or air infilVauon � ' ' . j � i � � i e � � Tq ...t • rl � - -- --... -- + � I �� � f T e . y.} ' bamcr oe�/�' ply sheathing on 2 x b , r ' � i ' I i i I � I - � C 1 O 4�� v" ) a e c t i o n t vj ; F4 Dcck Asxmbl� . 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GXG � �� I � � '��-�� i4)-�S c.ACH WAY � � ! I � �y A - - - . STEP I STEP COLUMN - � � � � � ; I � � - ' � I 9 !/2' BG•/� � : . I N i - ..t ~ : I Sa. . i ��'�� I � I AT 12' I � � ; i � W N. ' � � � I � �y . . i 3 —.�' i � —G' j � I i `t i I '1 � I rJ ' � � ' i � '°� � � ,��` '� � � � C��j� � ' � , ; � i ! 4 /� � ' I I ' � ! V ' � j � i � � sa. � �.a.r-, - , � � � ' � � � �� � � po��T , - � i � o . ; ' II I I I -� - - - - - - - - - - - - - - - - - - - � i ; .�-�I � � ' � I L � J . � �� I __ _ __ _ . _ ` �'�i-2X12 _ . __ — ___ _ � ! ' . i � �] — — --- -- t— I � _ �--.-- � -y� � � I � �--- — — — — � L _ _ ' _ _ _ _ _ _ _ � _ J i �9 I I I � I j ' i :ai I I � i I i , ; � � ; _ � , ; � Q tV . I � -_ ; I _.-'.,..r:..._.�- �___ - - - -�- � il . ;��� � I Q " . I I . L _ _ _ _ — — . � 4 I C99'-9 'S/4". '. I I O � � �95�-9 �/4„� i � 54.1 � . - .. i I � � . � � � MAII`I 1_._. � V � J._- � fi� AMli`I � i � . ! � ' � ! A1`� D � OU1`iDATl01`i �' 1_ Al�l ; SC1LZ � � � � _ . i j ' � t/4' = f-o' I 1 / 4 - 1 ' A ' i-� � � • i � ; � ' I FOUi`iDATl01`I 1`1oT�5: ,•••o�i'o"•• I � W . . I � � 1. pATUM ELEVATION I00'-O" EGtUAL9 AGTUP,L ELEVATION 800�.a'-O'_ ,.`�i Tt .��D,y�� A - � i I 2_ [XXX'-X'7 WOIGATES TOP OF FOU�IDATION WALL ELEVATION. � ���.o�,'�- � I • ' � �. (XXX'-X") NDiGATES TOP OF FOOTING ELEVATION. +� : : 1 � I � ' 4. CONT2AGTOR SHALL FOLLOW ALL 2EQUIREMENYS LISTED N . � #= I _ . � .� . _ _ I � I � � SOILS REP02T. J� � ,� : � W _ � I ' ' S. GONT2AGT02 SHALL. PLACE ('�)-#5 VERTICALLY FULL HEJ6HT ,�'�, ; . •�r ,� � � - " � � I ' OF I„IALL AT HIGN SIOE OF ALL WP.LL STEPS HIG{iER THAN . '�.,� O CCL ���``� I � . , .Y . � 2'_ 4 1/2'� � .�'-3' I ' ? _. -� ! /?� � � 4'-0' W AD�ITION TO WALL REIhP02CEMENT SHO6JN OTHERWISE. '��.uu �u.•" , ; � � I G. ALL FOOTINGS N G2AWLSPAGES SHALL 6E BAGKFLLED WTN i �y � '; . - � �� 2 � -O' � I 'O'-!o' 4'--O' ?�-G� I %�-<%� � ' -=� I GONPACTED STRUGTURAL F1LL TO TNE TOP OF FOOTWG MNIMUM l }y . - _ _�— � —f �- tAJL_ES�i NOTED OTHERWISE ON PLAN9 OR SHOWN W SEGTIOtJ�i. B 1 T j : � ' oa � ot � as . � '1. FL002 ELEVATIONS SHOWN ARE AT TOP OF Sl-A6 OR "fOP OF PLY- - ; : � - � - -- -- S�- �° - -_ � woo� F�ooz SHEATHING. Y B I I S I O N S : ` � ` � 8. FOOTWG ELEVATONS SNOWN A2E MAXN�IUM�i ANO MAY NEED "f0 ; p� � � . , � !�E LOL.IERED OIJE TO SOL GOnIDIT10NS. VERIFY GHANGES W� ST2UC. ENG.. � M � , 9. ALL GF2AWLSPAGE BEARNG WALLS SHALL HAVE GNE LAYER OF � .; - F GYP. BOA2D UhA_ESS OTHERWISE NOTED. - - , Tawn of �Fttil � � , - � �F I �P�C , � � � � ; y �� . � � . _ � _ . � a, � ., , N� 3 S 1 _ zJ ': O�" - " . . . 3n� BUILDING # 3 , � �oa ; - . : . , : . ' : , >,_; : .. �s . , �-=' - . . ' .� � � � . ;^f , . ' MAnroe & Newell ' �.. �. - : ..o. � �, . . . mY R Ba..i lkeak BI.�.. 9LLU 30l . �•:; .� � . ' . - bm a( mr).m maao � - t ti. _��'y - . P�T L]I10J 9W�06{ - „` . _ - - - . - - . 10l0 l7f1 Ht.. 9it� 3b0 - - - < - y. :{ . . - . - . - mN�I, Q(�lon) do Eo�L . . y P�i 19,00) S71'UTA - .�� . - r O ' L.t � z;:� . , . , ' �_ ` .:�� 3 � � � -� F� 4. �`. . . O . �. . . �..�fiF • ` . �/� +i 2X8 AT . \l/ - ° - IG' O.G. ' 7� - '' F L - '? i ' ; I �. i J � � t - - _ �2�.-2/�U I ' � � ' 4._ I V' J 3 ;:., .. .. � : �z Y Q M : . . , � Q 12' �GI/4S Q \ i " " . . • . . . � j� AT 1G' O.G. X I � ` ''-. .� O � � O ' � . . � .a+ .. .. I , , ^ .. ; V d �s' 's C�)=2Xt2 (2)-12' V.L. � � � I I � � :� � - 12' 0GI/4S I I � � . . . " AT 12' O.G. oPEN oPEN- P�EARiNG 'I I � • WALL AOpVE U, 9 � JII �Q w � � -!� � ; � i I �3 � T/1 O O ,.� � - >\ 54.� \ > N I I Fl9 I lJl � � I I Q� J � �j. . . N ' 6N �� � - 4 v ! I �� � `U � � � � �g o � - , , N�' _ - cz�—zx� � � cz�—zx�z , i - � � � � ~ 2X4 AT 16' O.G. O � II � ` BEARRJG WALL 2)-ZX 12' 0GI/4S � O J � . . C�`��N iZ' BGI/4S 12' BGI/4S — � AT 1G" O.C. � _. . AT I�," O.G. A"f 1�' O.C. (109'-II 1/4") C4)-2X6 LP ON_Y CS)-2X4 GOLUMN , coturtn, �2• ea,as � q �� r . . , A00VE: � 'S/4' X � _ ; �Y � _ . U G '�/4' X 16 �/Z G.L. U AT iG' O.G. !� '�/4' G.L. COLUMN . „ ,y� - r _" : ,� � .. - OELOI.J � 1� � 4. ! � (2)-12' V.L. CI09'-1� 1/47 J I � ' r"� Io > • > �j `,. 4- 91f�PSON Hu n��-o� cFC, N '� W : _€+ HANGER (TYPJ a� }�-�41(t2 - - - - .� � � �1 ,± � t2' BGI/46 — ATBi6' N 6 'S/4' X G 3� 6.L-. - 4 _ - - � �j Of.LY - ' - ` ^ ; � - - H' - � ' AT 1G' O.C. N . COL. LP OM_Y _ . _ - _ - - - . . N i10'-O' � �-/ V� y ; , �' .J r , J U' }-2XB STAt2 - � T.O. PLY. � � _. . { . . - � j 12' 0G/46 > - - - - - - - - - .. _ . � v - . AT 16' O.C. - �� � '-_'-k N N 2}-2X . � ^ : f� ,�, � . - � � � w . � - . . " " L�' O - �.'��f . �'�- S 1/8' X ZP I/Z G_L. ONLY J/� � -, .� Ul � ,_�. ' � .. 1 X229C504KS1) . ` � . . . ■ � O � ~ � �.--�Y . O Y 4- LP O �c - ,� O!�LY I � � W _ � �:t.: � k -. fy �.� - . (4�2X6 tJ' `}' lP (4)-2X6 Al ��// . COLLMJ OM._Y ONLY COL(MJ � . . I (j� �N A . - -_ � 1/ .� �� � � I � � � i _ � � ' � � I � w � i � O .-.� �, IF-,+ `ry i a � i � o ��a i � °' � o, � 0 ;- . � � Ufi � � fi� �- � V � l._- � fi� Af"111`I � i� l_.- Al`I ; z 4 �� i�4• = r--o� � ` � sce � t r WOOD FRAMIiy6 riOTES: i / 4 • _ � � e • � � ` . I. ALL WOOD F2AMWC JO(�iTS SHALL BE BGI/46 TYPE JO(STS � �� -- ' AS MANUFACTU2ED BY BOISE GASGADE G02P02TAT10N ALTE2NATES - ; r ' SHALL NAVE EQUAL OR GREATE2 GAPAGTY AhC� SI-IFaLL 6E REVEI..�D � ,`,`��o�'�,��p.r�� ,' ; W BY THE ENGINEE2 OF 2EG020. .� 0 � , � ` 2. "V,L." INDIGATES VE2SA LAM 6EAM5, AS MANUFAGTU2E� �' F � '�fo':�C�� BY 601SE GASGADE GORP02ATION. ALTERNATES SHALL NAVE TNE • , �� y _ : `S�A�tE�O 2 �G�EP.TE2 CAPAGITIES AS LJSTED W THE ST2UGTL�AL : = r.� . . : � ' � t -:i }r 4. ■ INDCATESCG� L�P AND DOWN UNLESSBIN 6EA2�i ON • '',.S')..;�° :..•••-��-..' I W :`�'T•. : I _ GONCRETE WP.LL OR FOOTWG OELOW. ''�;, Op CG�-;:.��� ! i � "uuuu.�� • S. ( ) NDICATES TOP OF 6E.AM ELEVATION. I i 6. INDICATES TOP OF S'rRUGTURAL FL002 SHEATMNG ,� �- - - . '�— ELEVATION. - I D 1 T j i � � � }' 7. NEADERS SNP.LL BE (9)-2 X 8 UN._ESS NOTEO OTHERWISE. - O � / O E / 1 5 � �` 8. COLUf�NS SHP.LL BE ('�)-Z X 6 LNLE°iZ NOTED OTHERWISE_ - Z E 1 I S I O N S : � � y N , 9. EXTE2102 WOOO GOLIJNWS SHALL 6E GONTWUOUS FROM Ft002 TOWr1 Of V� � �. - '' . TO GE�WG 02 FLOOR TO ROOF. TRIMME25 SHP.LL BE AD�ED ���I�� �0�� ; ;� TO NOTED GOLUMN SIZES AS REQL�REO. I M � � � 10. L�����L,a WDIGA7ES WTERIOR BEARWG WP.LLS. FLOOR JOdST �/ �� ��✓'� ! }.L� � E GATIONS SHALL LRJE LP WITH �iTUDS 6ELOW. ��Ey��Lr�"� S � ` � � 11. EXTERbR STUDS ZHALL 6E SPAGEO 2 -O' O.G_ FOR WALLS ' � SHORTE2 THAN 10'-O". STUpS SHALL BE SPAGED 1�v" O_C. . � H g Fp2 WALLS SH02TE2 THAN 14'-O' ANO MGNER THAN 10'-O". � � - - - - !2_ ALL OEAM/HEAM AND 6EP.M/GOLUMN GOhY.IEGTIONS �iHALL 6E � . . . � - - , �iA � � OMT�2WI�iE 51f"P�iON �iTEEL PLATE GOMIEGT02�i WLE.SS NOTED . , , � � :W - 3S2 � � . _ ,�R, . , �N • a f , ; ��� BU� ILD � NG # 3 : Y f oQo ;... . ; t . , �a1'1 xs3 ♦ - � � . - . . . - . .. . . . . _ . .. . - .� . �: . . . - ..- - - � � - ' . _- . : � ? . - , =" Y5s t : :. .. � : :. . . _ ' . _' ' t. - . . . . .. i� : �' v :��- . , . :, - _ . . -� . . . . . . . .. . . . . . . . . . - . . ' . - " . . " �%YG�iy. . . _ . . . . . . . - . . . . . � . ' £ : . ..a_A >:a _. � 3 .. . . , . . . . . . a r } y _ _ .: Y . . :. . . _. . . _ _, .� _ . . . . . . . . . . . . . � �`' a 4 l�i�'y' ? " . . .. _ - - . . . . � . . . _ . A � t �'_ - � � ' . . � . . - . . . - . _" yw . . . . t � N1�nroe & Newell ��.. rm. ' • ..a. � .�, • . . . aD�b 5. Brw p�evk W�l . 9y 4 ]M . � 1�m. C(ola)eb �M2D - . , . - P�I (3�N) � . . - . . � . " ILEO llt� 9l.. Sit� 3'p ;.� r .'• . Om�r. ]( I��) � Pd (906) 'S1�'p1 - : i . O � 'r : � . � . /� 1 a ) 1•;i ��s ' v� a : , O ii>: • - " 4 '^_ \1/ L � - � � ; 4. TS 6X4X�/8 � ' 'a gENT � � -� ' � ' � O - . --:_�, ('�)-14' v.L. (2)-2x1z !z;-2x1z ; I (� � •�: � � _ - 1 '� ✓ ..:, . . 4, i I .. ,; I I � , ., ,; C2)-2X12 C2}-2X12 � � I i1 ^_ :' ,; C4)-2XG � I I ' pu/r� ` � GOL-UMN E� 1/8' X 16' G.L. 7� �/ I L' /'� � : . � S I/8' X 5 1/8' GL. � u , M �, ��` ; 4 C2)-2XI2 GOLUI`�IN � �/1 W ' \1/ i � ' : ' _ _ ('�)-12' V.L. � � � • �`: � _ O� N I � I Q O , . 2XG AT IG' O.G.—� � X � I � . . OEP.RNG WALL � �/ . ' � r3J a � � � '� V `V THRU-�Ol_TS � � sruB co�ur-w - cz)-zxiz . � _ :iF c3�-3i4'm 9 , c�>-zx� X� � ; � � � , 3,�; : , . : ` - - __ - R� c�. G OL. N � N : . . _. . -. - - -N �- r ,� , O . C2)-2XI2 N - ' ..; �' � ' � j � � . . _ _ - ^ _ _ _ X JY y . I � Y . ` 4. .��'� � �,� 7 = � N OVERFRAME i � � /� '(t �'L x�� ' ; : � �E j ; CS)-2X4 � 4. � ■ � F�i — -- I C2�2Xi2 �y ` � � , ' � COL. N .. � _ _ _ � �cYl�" v L. $ • S I/8' X 16 1/2' G.L. ' � � — _'��.�s� 9N _. _ _. �_ � • � i � . . r�J\` "� ' ,_� _ � 6 3/4' X 6 j/4' G.� � -- � � -�� � � - � X � I � � . . - - . � '� �' G� - . ,�,_ _ . _� . . � - � - _ L�'1� - � COLX4 \ v1 I I � ~ . � (2) 2XiZ_ FLUSH _ _ N �1 1 I � � � . _ _ _ - _ N � - -- ' � � � 1 } '': O T (2)-�/4'� 4- . 4. X ��2 N r�+, YHRl3-BOLTS - � � a (2)-2X12 (2)-2X12 2 N � COl I • r� � O . , N . . . _ .. _ � . _ . _ . . . _ . VL O . � (9)-14" V.L. '�X� v x 0 C2)-2X12 I � � - - - - -- - - -- � — �XIO � �// X C�-�L 1�M�N ' I � � W l �. .y ' T rS + � � � �+ � sT�6 co�. sT.�B � a : 1 A - ' COLUMN � COLIJMN l � N i I q 'i',1 h+� . 4' \ N C2)-2X1� I � ((/ N .. - � A1 � w �1 v ' ' ul i TS !oX4X�/8 � n -i . 7 �-V"�a ' OENT . �L � . 4. v • ('S)-2X12 I � . . - (�)-ZX12 � � O . - � � (4)-2X6 ; C2)-2X8 STLO COL. ~ - . (2)-2XB � l ; ; (2)-�2' V.L. I --� � � 0 II O � ' I I HT � . SC1LB v 1 ! 4 ' _ ! ' 0 ' M""'� - � � . � rT' . .. ...- �aasnrrh � . ^ � S ,.. ., '1 'I` E,1 �' ���^�.� � � . �'`i - ` • e '• , v-. i � _ `� • p . `�,'� ! I - - ` :�: � � i � 00 � � i� AI"lI1`I � {� 1..._ Ai�l = � ' �� = w .� . : s :� • i U1 1/4. � 1��+ %�''� '�'r ;.,. : �. - i�%,`e�/V4L E • a�� I �- - .,�t ,c.... �:_�`.. �, ROOF FRAMIn6 I`IOTES= �..�,� cv«<,.�� � -, . . I. 200F �iHEATHNG 5/8� C'�O/ZO SPAN 2ATWG). STAGGE2 PAPE.L �.,o � e r e : � _, � < -� - - - JOINTS AI� FASTEN WItH GLUE ANO iOd NAIL�i o G' MAXIMIJM AL4 . • EDGES AN� 12' MAXIMUM OTHER SIPPORTS. I 0 3 ! 0 t / 9 5 � 'S. ALLAHEADE ST (3)—o2X8 UhA_ES NOTED OTHERWISE. ��NTS_ i ' LL = � teTIS10N3 : � Town nf 10ai1 � � . �F. ALL HE.AOE.RS LONCaER THAN b�-O' SNALL REQUI2E 2 TRWI �iTUOS �� I� Vo�Y _ _ � AND 2 KWG STUDS EAGN SiDE. / ` + 5. A� L JOIST HANGERS SWPSON U TYPE L�1_ESS OTHERWISE NOTEp_ YF�` s� �� I �, t � ap � ) . � ' �. ALL OEAM TO GOLUMN COt�WEGTIONS BOTH TOP AND BOT"fOM, �iHALL I `� � USE SIM'�iON PLATE GON�EGTOR9 WLESS OTHERWISE NOTED ON H OETAILS. � , � ` ` 7. ROOF JOI�iTS SHALL 6E 2X12 AT 2'-O" O.C. IJI�E9S OTHE2WISE NOTED. ' _� . �. :` � . 3S3 { : �� . : BUILDING � 3 , ;� .: !. •-A, ;�:' . . " . . . . ' . . _ _ . . . . . . . . . . _ ' " . " - � . .. . �, £-"- . . . . . . . . . . . . - - .. . - - - . - A _ . . . . . _ . . . . . " . " - . . . . . " . - . . . . . . . . :. . --^ . . . • r . . . ` . . . . . . " ' . . . . . . - _ . . �_ - . . - � -. �. .. _ .� . _ _ �_ _ . . . ": • [ '_ . . . . . _ . . � . �- � � 2 X 8 T2EATED PLATE 2 X 2PPED T2EATED PLATE - - - - %� W/ I/2' m X 10' A.B. AT 2'-O' �— W/ +./2' m X KY A.O. AT 2'-O' - �;,`k .r. EXTE2IC2 2E PLAN EXTE2l02 .'� � � 2E: PLAN RE: t'LAN - FL002 J01ST i Ft002 J01ST a(�N�WAY '�'-O * $ SHEATHING - , � WOOD COLUMN � SHEATHING i W/ SWPSON PG � � �i AT Z'-O' X�Q GOLUMN CP.P AT TOp I�IOOO COLUMN � � N ; , RE: PLAN 4" SLAB-ON-G2ADE . -} .- r -- SWPSON GB �� T� POZT BASE LG0 ON 4" AVEL �ASE • � (2)-a� • r R � . . • .:: , GOLIJI"Pl OASE �, c - _ -_ _ _ _ _ � Jc I ' . � 4 ; i g• : 0 0 0 . O '� � I \ • ° od a � � � W � - ' � '� .— 4' COhIC. `�.AB-ON ' . �- � � _ '�' (0- �4 j� GRADE W/ W_WP. 00`�08�00�� °oo0po • I — —Ii! �..�� (2)-�5 GoNTU.iu�x�s- • _ :- � � ��III �� \\ III! — :z)- � � _ I -III SIM'SON TOP � � � =III � ``� ;�� , I/2' ISOLATIpN JOWT--�� IiII i FLANGE HANGE2 � AT 2'-CY + sa� T�E AT iG' � ; G2AVEL �ASE � ,` . . � `I — sw� AT 2'-O" u� AT 2'-O' : � - RE: Pl_AN �` �— :J , � � _ � � � � _.�� � � H02iZONTAL. � � i HCRIZONTAL � 2 X 4 KEYWAY �` � AT MID-HEI6HT � - ` °* . r I�o� Q� PILASTE2 ] ' . '/�� . ' . � �`��� o st� AT 1G' X , � ,O i �S AT 1�v� X �. � AT 2'-O" X RE: PLAN O ' _ . . .� a� �- �t �� �i 1 — �AGKF!LL l,° � 1 ` i'�AGKFIL.L L \ � . ' III° - _ . • III I�I III III �II II�� �: PLAN QE: �LAN I RE: �LAN AL ErzwaT� ' 4)-at4 X oo ° " oo • . ' , Q ' 2E.: PLAN � F . . . . - ( I - I� III� • • - • - ' , � - MIN�IJMC�TI~� ; j � , �1��MOOT6NG SIO_S � \ ' � I�) II= � _ : . . J . ' � ��� ��� ���_� . - -•. . - - . ' -_ � : i - N I iCC : P�.AN � - --- REiNFCRGEI�NT _ � I .:ii I - - - �• 0 �c ` • � . .�,`i .. 9� ' - RE: PLP.N , II' -1��. i . ��� �._II - _ . . -- _ " � ���� • ���-° ^ � . . � � r ! � � ! ���) � ���� . _ � � i � p i �___ � _ -�F C2)- �S GONTWJOIJS ; �. , ' =11( illl ' -11f -�� • -- !z;- �s �; • <z;- �s � =(II IIH i 0 ' � I � � 2E: PLAN .2EIhF02GEMENT . . � , . �2E: PLAIJ � : i . -��— � 2E: PLAhi � 2E- PLAN � �� R, E: PLAN � i i � .� . fi- S � GTIOI`� i5 . 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AT 4'-O �� STUp WALL , �'r� . � - '- � � BEAM (LOAD a2G.) � � � � G T I � I I ✓ I � � 2 CONGRETE FC' � �000 , � jY..� � �. SOIL BE.ARING 2000F'SF � (s �: P�N ���...�\ �' � 4. AGTNE PRESSURE 4S PrF ; ` . �� SIN�SGN PC ` / 3/4' = I'-D � - ' : � .: .: . GOLUMh1 CAP �...� �/� - - . i � R , F�.��E � �� UOTE_ AT SIMLAR SEGTIOM, J07`�TS FRAI�E A1 T}E C�F'PO`�+TE D�ZECTION EIGNT A B G P E F G G I I t1/ „ WO00 CO�UMN ._ . - \ '�' 2EIt�F. CONC. � � ��/� �- �. RE: pLAN SINPSON Hp5 P 2'-O" 12' B' Y-4' 10" 05 e 18' u5 • 18' �5 0 18' �5 • 24' I I � �--� FOOTING ` s � V .i O `' - -�-- . 4'-O' I'-(�' 8' 2'-4' IO" u5 • I6' �S e 18' �5 • 16' i� e 24 � � � - � - � � . � � 2X8 GONTWUpUS ✓ � � : � M"� - . � . � � . . , . . OI IIII - - � � III = - CONG2ETE FOUNDATION T2EATED W/ I/2"m—��. %-p" 2'-�' 8' �'-�' 12� oG O 9' � O 18' �6 0 9' a5 • 12' '. ' a � ' ` � X �O" ANGH02 BOLT \ . • . - I = � ,�-- -�-- i- ('�)- �S CONT. I,.iALL RE17�FORCEMENT i �• ' �' � � . � �-- _ - - e 2c: ScGnON B/54.1 AT f- 4' O.C. \ � , � . ' . , , _ =1111 RE: PLAN =!III - \ a'-a' �'-�" �o' S'-o" i2' �6 e �• � o ie' u6 • �' x� e a' !Z)-2XB T2EATED � ��� ���� °��� ���� �—� LEDGER W/ S/4"9 X 8' ° . , . � � �: �-� �� =XP. A. AT Z'-O , 10'-O" 4'-4' 10' G'-Id' IG' u8 o G' u� s 1B' #8 O 6' �8 0 4 O - . t . S � GTIOI�I 1 �7 ScGTl � 1�l 1 � S � GTIO �`+' Q �2�- �5 ��NT. � ; ° ; �? '�/4' = 1'-O �/4' _ ��-O 'S/4. _ �,� - � � . S � G T I O 1`I 2 �: � t � . IIIIII- OLOGKING '�/�" = 1'-O - _ - t NOTE: AT S�MILA2 SEGTION, JO�STS F2P. `�'E iN TNE OPPOS�TE . � - c - DIRECTION AND LEDGE2 IS A SINGLE 2 X 3 W�TN '�/4' m X /o" � - �I EXPANSION ANGNOIZS AT 4'-O O.C . tt5 qT 1!0" O.G. VE.2T. --� - F_— EXTERIpQ STUp LJP.LL � � � . GX6 GOLUMN 1/4 BENT � � STEEL PLATc. , WOOD GOLIJM�� . S`UD WALL �S AT IZ' O.G. HG2. 2 X CONT. W/1/2" 0� W� SHE.ATNTI6 , I $ C I L a - „JATERPROOFWG W/ S�MPSON P� �..�� � Y AT �'� � ON 4' GRAVEL OASE ' - . ;U � (c�� AT WOO�/CGNG2ETE C l.�. G A P A T 1'O P X Id� ANGN02 BOLT—� — 4 `��-AB-ON-G2ADE . - 1 I 4 � = I � O � �"� 02 STONE JOWT 2XG W/ I/2" m X \. _ 1� , W � . '�/4' d Q tT� • (2)-�'6 �.... � 10" �t�i�H02 BOLT - ` -,.._ . �, !2)- �S GONT. —��----- • Q . . J � i � r�u-�r F � � ' E sror� .•�F�z � '` � � �III - '. -- - - -- -= A ' 4" S.O.G. W/ 1/2" --� — JO�STS RE: PLAN m i � 2� ��� � - - L 4X4X'�/$ WITH SIMI'SON N�Z 'SOL.ATION JGpJT ; `� '- _ . . . ! ' . . . . _ j/4' � X G' EXPt>N`�ION CCR EQLIAL) W/ �.`� � i �\� a5 X � - - •....,� =III ' O� O�OO°000Q°OQO��OD ! I - ° �o° °O'Go°e�`��o° � ��iOR AT Z'--0' O.C. S%8' DIA. X S" �.. AT iG" O.C . -- � LEOGE2 - � ! . ~J RE: SEGTION S/SG � - F-1 �/a• m x �'� !!la �z)'�- 'S/88 mNOQ4AND � � , Z _ IB i w EXPANSION � u� AT Z'-O' O.C. .`� LAG-�BOI.TS � DLOCK�NG � 1/2' 1°iOLATION � ANG! {p2 VERTIGAL ANp \ HOR1 ZOt�TAL \ ��� �q'� �[�yt�� '� � " 'p��• ' IIII 10WT " T/1 � CV"CO �V"O ✓i� I "�VWP ` O�, I I vl . . L 4X4X�/8 WITN po°0o0�°�CYl�°�DO°°00 � �/a' m x 6' e�a.r.f��oni =111 I� � = , ll. . NI III � � , _ '� � f,r z' � , III I I I I I �y I I I I- I I I- - N0 21 ZON T AL 11 t B : �`'� � MIGFIOR AT 2'-O' O.G: ; 1 i ° I � , . . . �. .' 2EIt.F02GEMENT ' �I - • � ^ f y� � - . � � RE: PLAN - ¶ • X ���� 7y� i i 6 7 / E 5 / ! S � . aS At 2'-O' O.G. X 2� - � -��-� �s- ppp���` , I � - - � , . . �� , - 2 X 4 KEYLJAY . - !._ ���� .I O � - � / 2 E: P L A N �I�I- ����`m� I B � T 1 S 1 U N $ : ! , . . i c- 6• - — J O i Z TS R E: P L P,N � � -�_ I�I= s c S A T 2�-O" , • �� � V � . • /`, . • (2j- �S CONTInAJOUS VERTIGAL � • . (z)-zxa TQEATED ' Iill ' O - �— — — LEDGER W/ �/4"9 X 8' ' . � � � i= GONC2ETE FOf��pAT�GN — � -III �� . EXP. A. AT 1'-G x_ �Z�-� �-- �IIII=III� eE: PL.AN =�II IIII WALL REIt�F02CEMENT 2E: e . _ "'�- (2)-� CONTTUOU9 I ` ,,` �IIFqp �', I ' - �V �I � - —,�- secrior.i e/sa.i � �.rcH vE�T. Ree.�. =1111 ; ., � _�'__—�C. • ;}�-. � � -�� LEGS ALTERNATE .`. Z - s '�GY•,� j ' � . � S � GTIUi`i 18 S � GTIO1`� 14 � � GTIOI`! 10 S � GTIOI`I C � L S � GTI01`I � ,�x . :.. �. ,. , a , , � SiDES ' ' :Z, o'. i,_. � : � : � ; . . . � ' "� '�/4' = i'-0 ' '�/4" = P--O 3/4' = f-O '�/4' = f�-O �Y '�/4' = i'--O 'o^� �� I ' IJ Z . 1 ° °�+w •�� • "'o,. c . �J,. I . . �1w , ,' `T' �,v(�t,�+ •y'`' ` � I _ . VMf� � . . ' . .. i� << s• a• �,�. �O I I ��� � i�u:� aa r�M ° , � ; . . . .. _ . . . . . - . '. . m ;- , GENERAL NOTES Z X �oNT. W,�,2� m - X 10' ANGH02 80LT 1 . �� �QAQ$ U$�Q �ly QESSl�: FtOOR� � EXT. STUD WALL Fi00R SNEATLiP1G \ W/ �XT. yHEATHNG\ . - " - ' C. LAMINATED BEAMS SFiEATHRJG WT��f� �A�� FLOOK JOISTS - -. - WALL � t 0. ROOF BO PSF t . ALL IAMINATED MEMBERS SHALL BE FABRICATED OF DOUGlAS F�R LARCH AT 12 p�_E Ry.,� 0l-KG. AS REGib � � - . PERGENT MOISTURE CONTENT IN ACCORDANCE WITH WCI.IB. ALL SIZES SHOWN ARE �1-002 JOIST�i\ � JOISTS - - RE: PLAN - B. TYPICAL FLOOR 40 PSF NET. �" 2. LAMINATED ME�dBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE _ - C. WIND - � STANDARD SPECIFICATIONS fOR THE DESIGN ANO FABRICATION OF STRUCTURAL 2 X PL. GONT. (T2EATED)- ` i. BASIC WIND SPEED BO MPN GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. I � W/ I/2' m X 10' A.O. � f C2)-uS GONT. 0 M � �` 2. EXPOSURE B 3. PROVIDE UNITS CONFORMING TO AITC 117, 22FV8, D.F. FOR CONTINUOUS 4' SLAB--ON-G2ADE AT '�'-O O.C. w - - - . MEMBERS AND CANTILEVERS AND 24FV3 FOR SIMPLE SUPPORT MEMBERS. � � ON 4' GRAVEL BASE ^ � #6 AT 2'-CY O.G. VERT. � - � ` D. EARTHQUAI(E ZONE 1 MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE u� _ =III - - CLEARLY STAMPED ON EACH MEMBER V` O[ ��n)), - ` �� ' �- 2. NQ�1-^,�RUCTURAL EIEMENTS: C2)-sr� GONTItJJOtJS - • I ; °III � �� ,-� . ;--, D. PLYWOOD DECK AND/0R WAFERBOARD � ' - A ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO ANDfOR SUPPORTED 1 . PANE� TNICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPUCATION � � - � � �� � � -� �� � � BV THE STRUCTURE SHALL TAKE INTO ACCOUIVT DEFLECTIONS AND OTHER STRUCTURAL SHALL BE IN ACCOROANCE WITH RECOMMENDATIONS OF THE AMERICAN o 0 0 o L � AT MIO-f1E1GHT O . _ � - c . c`�o • �oo�`b Q 2 K 4 KEYWAY MOVEMENTS PLYWOOD ASSOCIATION. - O°tO00�°O�Doo o �'n . •_ 2. EACH PANEL SHALL BE IDENTIRED W1TH THE GRADE-TRADEMARK OF - I�II RE: PLAN MATCN VERT. REPF. �✓ - - - ! 3, FOUNDA71Qry$: - THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS - ' � OF U.S. PRODUCTS STANDARD PSI, LATEST EDITtON FOR PLYWOOD. ALL ���� 1/Z' ISO!_ATION BAGKFILL TO TOp OF y _ A MAXIMUM SOII DESIGN PRESSURE 2000 PSF PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO �III III . JOINT IIII III FOO7PIG AT WS�DE v � . - -. - � THE WEATHER SHALL BE OF THE EXTERIOR TYPE. _ � . . . � � 8. CONTRACTORTO FOLLOW ALl RECOMMENDATIONS iN SOVLS REPORT N0. 194b8d 3. FOR FLOORING USE 314" T8G STURDJ -FLOOR SHEATHING NAILED AT b" O.C. II' _ N N{- � BY HEPWORTH-PAWLAK GEOTECHNICAI, INC. DATED 17121/94. ALONG PANEL EDGES AND AT 7D" ALONG INTERMEDIATE SUPPORTS. aS AT 2' O" : IIII =III 1 _ IIII , :; . 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE 1 SHEATHING NAILED AT 4" H021ZONTAL O �� . " � - �Z�_� � :,;; : C. ALL FOOTING BEARING £LEVATIONS SHOWN ARE ASSUMED. EXACT BEAWNG O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDiATE SUPPORTS. � ' � 7 • f ELEVATIONS SHALL BE VERIFlED IN THE FIELD WITH ACTUAL CONDITIONS BY 5. EXTERIOR WALLS SNALL HAVE ONE LAYER OP 1/2" EXPOSURE I SHEATHING �- 2 X 4 K.EYWAY - � - - �_ � � ; M � , � CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF NAILED AT 6" O.C. ALONG PANEL EDGES. CTYPiCAL) II� I ; j v' J , ` ' � IIII - � RE: PL.AN �. " FOOTINGS SHALL BE A MINIMUM Of 60" 8£LOW EXTEPoOR GRADE. 6. DIAPHRAGM SHEATHING SHALL BE TNE THICKNES5 SHOWN ON PLANS WITH THE FACE � AT 2�"O" • G " - 1 ( VE2TIGAU = �� I � - - � - GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. . (/� i I , D. ALL FOOTINGS ARE TO BE PLAGED ON FIRM, UNDISTURBED, NATURAL SOIL 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE ANO IIII � � `� I � � j � -� � . OR PROPERLV COMPACTE� BAGKFILL, APPROVED BY TNE SOVLS ENGINEER. GROOVE PANE�S OR SOLID WOOD BLOCKIPfG BETWEEN SUPPORTS. . ' ' ^ � - BACKFILL SHALL BE COMPAGTED TO 95% (MINIMUM) STANDARD PROCTOR �I) �- � � 9/4' = 1'-0 i ; '� ✓ �� } - �F (2)-� GONTP�ilJOUS ; I - .; . DENSITY UNLESS OTHERWISE RECOMMENDED W THE SOILS REPORT. IF SOFT E. PREFABRICATED WOOD PAEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS u� AT Z•-O" � - ; � j 7� �; - � . ' - SPOTS ARE ENCOUNTERED R£MOVE SOIL AND RECOMPACT W1TH APPROVED AND SHALL BE "8GI-JOIST" AS MANUfACTUR£D BY BOISE CASCADE CORPORATION. MA?GH VERT. REnF. =IIII i i - " � � FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL.) ALTERNATES SHALL BE REVIEWED BY TNE ENGINEER. WEB BLOCKING AND LEGS ALTERNATE � ' � : , FLOOR JOISTS W/ I ` � M � BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER S��S FLOOR SHEATHBJG � - � � - � E. DO NOT PLACE BACKF�LL AGAINSIBASEMENS 4VALLS UNTIL ALL ATTACHED FLOORS � � � � � � I O � r cXT. STUD WALL �E, pL� � �.^ W W/ �XT. S:iEATHNG \ � I I �1/ � :: �f ARE IN PLACE G. PROVIDE BRIDGING PER MANUFACTURER'S RECOMMENDAl10NS UNLESS OTHERWISE �.._ J � � ; NOTED ON STRUCTURAL DRAWINGS, WOOD TRUSSES SHALL BE DESIGNED TO FULFILL �o� ; ' � ' �< '�/4' = 1'-O F F. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS OTHER4'/tSE STRESS REQUlREW1ENTS ANDIOR LOADS NOTED ON ORAWINGS. SHOP DRAWVNGS Oa�E �� I � � � -."1 � � NOTED ON PLANS. SHA�L INGLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. JOiST -' ' � ; �-- FLOOR SHEATHING I � O . . • G. CONTRAGTOR TO PROYIDE, AT filS EXPENSE, F1ELD DENSITY TESTS ON GOMPACTED FILL Fi. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLL6WING STRESS EX'fE2lOR STU� WALL F� _ UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. A MINIMUM OF 2 REPRESENTATIVE CAPACITIES: Fy = 2000 PS7, E = 2,000,000 PSI, F� = T50 PSI, F� = 285 PSl. BUILT UP MEMBERS W/ SHEATHNG - r-- FLpO2 JO�STS RE: PL.AN I I � O � `� �- � TESTS SHALL BE TAKEN FOR EACH FOOTING AND SLAB-ON-GRADE. ` W/ ShP50N iT HANC�RS - t ; - SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. NAIL FLpOR 5HEA7'HWG - I 2 X Tpp PL. CONT. � I /� � �" '-•. - CONTRACTOR SHALL HAVE THE OPT10N OF USING 3 112" OR 5 114" WIDE MEMBERS. AT SILL PLATE W/ I 1,.!/ 1/2' 9 A.O. AT 'S'-O O.G. � �2�_� ` � '.: ! H. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CON01- C2)-ROW�i OP lOd NAILS U � �. ,; � - TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. A T '�' O.C. _ I � � - .! 9. G�NERAL: •. 4. CONCRETE: t2)-s�S r • _ _II� • , aS AT Z'-O' O.C. I � O � ' a _ • � !� '^ V - - /1 ALICAST-IN?LACE CONCRETESHALL BE MADE WITH TYPE 1 PORTL41�iD A. ENGWEER'S ACCEPTANCE MUST BE SEGURED FOR ALL STRUCTURAL SUBSTITUTIONS. = I � I. i � - - O ✓ -. �-�x � CEMEN7, STONE AGGREGATE AND SHALL DEVELOP 3000 PS! COMPRESSlVE zS AT 2'-O" O.C. T � � STRENGTH IN 28 DAYS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND \ � �,/ � � � ELECTRICAL CONTRAGTORS. VERIFIGATION OF LOGATIONS, SIZES, LINTELS, AND ��� 2 X 4 KEYWAY �\ � .' - B. THE MODULES OF ELASTICITY Of ALL CONCRETE SHALL EXCEED Wc1 �5 33 f c REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. 2 X RPPEP TREATED � BACKFILL TO TOP � � „ M _,' B� PLp,TE W/ I/2' 9 X KY OF FOOTIN6 � . ^„+ y' .I - - , (OR 57,000 £c NORMAL WEIGHT CONCRETE). _ ANGH02 BOLT AT AT WSIDE I . - C. PROVIDE ALL EMBEDDED ITEMS IN STftUGTURE AS NOTED ON ARCHITECTURAL, 2'--0� O.G . S � � ' � - - - C. CONTRAGTOR MAY POUR SIABS-ON-GRADE GONTINUOUS AND TROWELCUT JOINTS. MECHANICAL, ELECTR�CAL, AND STRUCTURAL DRAWINGS. MISGELLANEOUS III� ; � - ',�` J O I N T S S H A L L B E S P A C E D 7 0 F E E T A N D C U T t " D E E P X 1/8" WI D E W iTHI N EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER s x� A T 1 8' O.G. -III I . III III IIII j I t� � . ,_ � 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEPAENT THROUGH JOiNT. AND INSTALLED BY CONCRETE CONTRACTOR STEEL SHALL FULFILL ASTM A36. Vc2TIGAL � I 1� C2)-#S - �= D. PROVIDE ASPHALTIC PAASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO THE ' � AT IG" O.C. IIII- .� D. - St,ABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL N01 HAVE JOINTS IN EARTH. Hp220NTAL I�' i /q \ - ^ H _�s: A HOR4ZONTAI PLANE. ANY STOP 1N CONCRETE WORK MUST BE MADE AT THIRD = I �- pLq� l � 1 POINT Of SPAN NIITH VERTICAL BULKHEADS ANO HORIZONTAL SNEAR KEYS • �� I I d � �- � E. SUBMIT SHOP AND ERECTION DRA4VINGS TO ENGINEER FOR REVIEW OF AL� n }}---�� //� ' rn - UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOIIVTS SHALL BE AS DETAILED OR AS ' / � L..� �/ T I O Z I U _ ` � � .� REYIEWED BY THE £NGINEER STRUCTURAL STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS . PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK �--- I/2" ISOLATION ! - - OF THE CONTRACTOR. / JOINT '�/4' = 1'-O ' - � - E. AlL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE �N ACCORDANCE WITH % . � ^ ; AG BUILDING CODE 318 LATEST EDITION. UNLESS NOTED OTNERWISE ALL EXPOSED S�AB-ON-G2ADE � I � � r ` W � F. WATERPROOFING, VAPOR BARRIERS, ETC., SHALI BE AS SHOWN MATGH VE2TIGAL b --� W/ W.WF. ON 4' � V ' EDGES OF CONCRETE WORK SHALL HAVE 1/21NCH CHAMFEFt USE STANDARD HOOKS �� � ' � ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. 2EIhF02CEMENT � /� G2AVEL OASE WTER102 O �* " ON DOWELS UNLESS OTHERWISE NOTED. iV / FtOOR JO�STS� BE,qRWG WALL � s - { RE: PLAN ��� � � O` � ` : G. ALL DIMENSIONS ON STRUCTURAL ORAN/INGS SHALL BE CHECKED AGAINST FIELD G' I I � - , S. R�ORCEMENT: \ %� %� Fi002 � - :�-F ARCHITECTURAL DRAWINGS. Z X 4 KEYWAY �- - � / - SHEATNW6 c . - - A. ALl REWfORG4NG SHALL BE HlGH-STRENGTH OEFORMED BARS COfvFORMING TO . I i - . n - ":-.; ASTM GRADE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS VYHICH I I ' � Q ' - : SHALLBEDEFORMEDBARS, ASTMDESIGNATIONA615, GRADE40. ,, IIII � :.o° oo •, O oeo � °� � �� Oa � � � W . � �_ - ^ o • o o. ' ,. ` _ _Y � � c . r B. WELDED WIRE FABRIC SHALL GONFORM TO ASTPd A185 AND SHALL BE LAPPED IIII � ^ `'� �� ONE FULL MESH AT SIOE AND END SPLIGES AfvD WIRED TOGETHER. , . ?^ `' ' � . �'�F O I �i�i • f C2)-#`-� I � � A . . , !t C. REINFORCEMENT PROTECTION: -�-- = = I I � � - H - - �u% L CONCRETE POURED AGAINST EARTH 3" °III IIII l..iEO Sl"FPENE.R i � � � ': . 2. CONCRETE POUREO IN FORMS (EXPOSED TQ WEAtHER OR EARTH) 2" I RE� PLAN I PER MAfJ1.�AGTURE2`i 1/2� WALL SHEATHP.IG � 'i . - _ . .. °� _ 3. COLUMNS ANp BEAMS (TIE BARS) 1 -112" �---� 2EQU�ENIFJJTS (p►.lE SID� ON4Y) OR � - 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" � SINPSON METAL STRAP � I '^�' ' . S � G TIOI�I o j � ��1 :, D. NO SPLICES OP REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR �, � ---- � AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPUCES, WHERE PERMITTED, . '�/4' = 1�-O 2XG CONTINUpUS � � -' - SHALL BE A MINIMUM Of 38 BAR DIAMETERS UNLESS OTHER'NISE NOTED. MAKE �-- FL002 SHEATHING TREATEO - WIYH STUD WALL � ��/� Z � `�� � ALL BARS CONTINUOUS AROUND CORNERS. I i/Z' m X G� ANCN02 (LOAD B�A2PIC-J y rFLOOR .JO�STS RE: PLAN 00LTS AT 4'-p' ur - �O - -�• � E. PLACE TWO #5 (PER 8" 7NICKNESS� WITH 2'-0 PROJEGTION AROUND ALL EXTERI02 STUD WALL ' � � I � . - : - W/ SNEATHBJG 6LOCKSNG (Z F�.LOS) - � . �� , � . OPENINGS IN CONGRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO I AT 4'-O' O.C. � REIF�02CED CONGRE.TE � � ' N S X 4'-0 DIA G O N A L L Y AT E A C H CO RN ER. N A I L F L 0 0 2 S H E A T Hi N G - ! I � � - ' FOOTRJG I . 1 AT SILL PLATE W/ I h�i �- ^ � - F. C O N T I N U O U S T O P A N D B O T T O M B A R S i N W A L L S A h 0 B E A M S S H A L I B E !2)-ROWS OF IOd NAiLS � ' � ���� f- +- - ('�)-�c S G O N T I N I J O U S � � ?` � _ . - SPUCEO AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. AT 'S' O.G. - i _ _ _ f ; . - �� � �� 1 G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI - �Z��#' - I � � � r'� =����i I26 �PLAN_ IIB ; i O _ .-'s TIONS SHOWN ON THE PLANS. ALL REINFORCEMEN7 TO BE HELD SECURELY \, � � �� � j i O '� � IN PROPER POSITION IN ACCORDANCE WITH ACI 31 B-7'. ' . . -� I � 6. STRUCTURAL $TE�S: �/4" = I'-O I � � i ` z x �eo rRFS,reo � � ` . A ALL STRUCTURAL STEEL SHALL CONFORM TO ASl M SPECIFlCAiIONS A36 EXCEPT + � I PLATE W/ 1/2 m X 10' ��JJ PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ANGN02 60LT AT WTERI02 � I F-1 � - - ASTM A500, GRADE B, I,ATEST EDiTIONS. ANCHOR BOLT5 SHALL BE A307 STEEL AND Z'-O� O.C. FL002 JO�STS - - . MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. � AT 1b' O.C. �E� p�� gEARW6 WALL I i V VE2TICAL -FL002 I i S C I L � . . B. STRUCTURAL STEEL SHAIL BE DETAILED AND FABRICATED IN ACCORDANCE SFIEATHING� I � I / I � = I � O � H :� . - . WITH LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." u5 AT 1G' O.G . � I V L ��T � . �� C. UN�ESS OTHERWISE NOTED, USE STANDARD FRAME BEAM SHEAR CONNECTIONS HC2!ZONTAL � r', - - ' .. � WITH STEEL BOLTS OR WELDED EQUIVALENT. SELECT CONNECTION AT EACH i Mnii . SPLICE TO SUPPORT 60°/s THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN � j ^ BEAM AND SPAN. ,. i 8' il ! �� - - D. MINIMUM WELOS TO BE AISC ANDlOR AWS BUT NOT LESS THAN 3/16" CON7INUOUS - FtOOR JOISTS � I - FILLET UNLESS OTHERWISE NOTED. �- 1/2" ISOLATION w� ST��� _ RE` PL"p`N I i f 1 - - ���T PER MANLFACTURER�i tii / 1 2" WALL SF�ATHING i �/� E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING � 2EG2U�EMEldtS O� SIDE ON..Y) OR " - - � SLAB-ON-G2ADE . - I I V 1 - - SOGIETY STANDARD QUALIFICATIONS TESTS AS DETAILED IN AWS D1. 1 . MATGH VERTIGAL � I / / W/ W.6JF. ON 4" SINPSON METAL STRAP ; � - - 7. NQN-$__ry_RIfyIS C�ROl�2: REIhF02GEMENT N � �\ � GRAVEL �ASE R1M J015T I i � - i. �• / zx� CONTItaJOUS T yy� pf �/� � � 1 / T E : w , A. N O N-SHRIN K GR OUT S N A L L B E P R OVI D E D AS f O LLO W S : 2 X 4 KEYWAY �'� T R E A T E� - W I T N ��rr�� !�/� _ 1 . BETWEEN STEELCOLUMN BASES AND FOOTWGS. � ��_ _ �� � �_�� 80LTmSXAT �HOR �� o � � 0 9 / t 5 / 9 S r��+ ' �� �J ,:y� � � Ygi � s � ans : 8. �so4: . ,� IIN ::o• op •. o°oaop:o� ° O.�o � REQ�FOR � � 2ETE � A ALL FRAMING AND TRUSS IUMBER SHALL BE ORY DOUGtAS FIR, LARCN, GRADED BY - _ � • ' � FOOTINC. � � - WESTERN WOOD PRODUCSS ASSOqAT10N AND CONFORMING TO UWFOR1d BUILDWG . . IIII - r_ �� � ° ' CODE AS FOILOWS: O � ���� C�)-� CONTW JOtJS I � F�1 `• . tv ���� t (2)-�S = _ - t^� � , 2" THICK - d" WIDE STUD fh = 600 psi _ - _ I I .� Z•• THICK - 8" 3 WIDER NO. 2 fb = 1250 psi =IIII RE: PLAN ���� `�`�t�r �r'�i�,I���i � r/ ` - �...,�'i. �. I ' F� �, � � : . , - ,�,y,•,� r -- - 1 ° � � 3" THI�K - 8" S WIDER � � N0. 1 fb = 1350 psi =IIII ��R� � �� I �---- =�� . e° .r�F% ' i • � � NOTED ALIOWABLE STRESSES ARE MfNI*AUMS AND FOR NONREPESISIVE USES PRtOR TO �� � � G � I O I 1 q" ' ' � � ALLOWABLE STRESS INCREASE3. � � - _ ;� �, : . I S S/4� = I'-O , l I I n t��v� - - . . � - 8. PROVIDE ti X 4 CROS�RIDGiNG NOT OVER 8' ON CENTER fOR ALL WO00 JOISTS ANU 2X � � G T I O I I � - _ _ - - _ %'�), � � �' •'� ��`� I , S I N � � Vi � SOLID BIOCKING BE EEN JOISTS AT ALL SUPPORTS. FASTEN ALL WOOD MEMBERS p �' "•,;Nn� �.• Z.O: ' � �� •- - . . -� . - - - " 1MiH COMMON NAIIS ACCORDING TO THF UgC SCNEDULE UNLESS OTHERWISE NOTED. ' ��4• _ ��� - . - . ��.�Fr�`G�i (}�s+`� i - . - - ' �M� _ .. . . . . - . . . . ��t�s4:iu:ti� . . . I � - . . F (.�0 � - . _ . . . i � : ' :. ;. - � � : . , - . " . .5 .: -. - . . - . . . - . . . - . . . . - - , � _..- . :- _,: . . . , :: t . . " .` .. ; .� . �; . : . . . . - . . . . . . - . �, .� �- _ _ _ _ ____ __ . _ .._ _ _ . _ _ _ _ _ _ _ __ _ _ _ _. _ . ;: . . � ,� _ ; -: .s . . • . FL002 `��EP.TFINr' � . . `. � - - .- . -�-:� , � - FLOOR S4EATFING —� �— i9) 9/4'd X G' Q " ' LAG 60t..rS � : , \ % — NTERIOR 6EARNG . � � � ; STIb WAL_L � "? � � FLOOR SFEATFING � . � . i _ �� � FLOOR JO�STS FLOOR .JOiSTZ �, � RE= PLAN 26 PLAN O , � � � X4 EFA2ING '� - STLB WALL rt� � � ' ' FLOOR JOIrJT�J -�, 26 PLAN �'i.!rLr'�M COLLMJ � . 2E: PI.AN DOLA'�i_E JG1ST . . - _ � - - VL. BEP.M �UT 2' SEAr FOIZ - - 2E PI.I�N �L. BEAM M . . i�0 !JOT OVF_RCU'� � ' � + i � VL. BEAM ' R� PLAN � I O _ -- ,. A - 6LOCKNr � � � _ . . � SNPSON U j � S � GTIOI`I G1 S � GTIDi`1 5 �5 �� —� � � �. . i `s�� �/4' = 1'-O S/4" = I'-O STt.t� WAL.L . ' : 1n.. . . . i i •ar � . , � j i � � .;� � S � GTlDI`I 1 ,� � y�4,• _ �,_� '• � ;�=. , j (� • -;r �- FLOOR SFl�I 1RJG i `, M� � � �; W . t � ; `'} =LOOR SHFAT'�ING 6JTH 5F�A7}RJr W�L I �/ � O � / � � � � FL.00K JO�`itS RJ � `� � O � �i, RE: P_AN WTN FLOOR SFEATF���IC' . i _ �J�"p��J�� V ��Q i 1 � � � r . : S .. � _ �tooR .ioists i ; � . ; r�: �,r.i ►-1 , `� I ! � t R, : ` , Q � - ~ . �� I �LOOR�JOISTS \� j ; � � 1� - � Z r-�oorz .�asrs � ' Q f� , RM JO�ST 2E PLAN ' - � � �� � ; . � � A . � WTERIOR OEP.RNG ' STI.1D WAl_L j � � . � . . . - . I � . � ' � CiU--��AM BEAM BLOGKN6 I � � ��I f 1� - �• _. RE: PLAN - ' - j � 1� � 8 . STEEL OEAM - RE: PIJ�N , �/ [� . WTH 1/r� B�OI_TS AT � ' � 2'-O" O.G- ^ H � .I � � � S � GT101`I 10 S � GTIOI�I � ; � � � � : �/4' = 1'-O �/4' = I'-O I � ' S � GTI01`I 2 � � p,, _� � ' ; � . � , �/4' = i'-0 I ; O I � � ('� O _ I ; � r� a '� ; ; � � ; i � Q EXTER702 WP.LL � ; � w - � - a - ' Ft002 St1EATF�WG W7H S�fAI'FIrIG I ; � -`' . 2X DECXNG — • .': / EXTERIOR STUO WALL I � � � +':: � , �\ \ •— FLOOR SFiEATF1NG WTH 51�AT}#�1C ' � �/ F.�� � � I � EXTERIOR STU� 1 � %/ 6X10 OEAM BEYOt�I"J —� FLOOK SF�A.TFfJG i � }� H - I.JALL WT'N "v q � . . . ` SFEAT��iG 2X �EGKtJG � FLOOR .J01`iTS I ! f�J j � �. R6 PL1W r i i r---i .: IIII f-- r �- r � . 0�ocxNG -1N � 1- �-- }- \ � ; ' � � C� n3 �, � „ ; �+,, � , . , , � �, —� ,�� � ; � . �_o� �o+srs —F�oo2 �asrs - �: �,w ze. �.u.r e� oacn� a�ronv wrN zxaxa-d ourR�x � �' ri : � � win-i �z) aaws oF �oa �,�s zx�2 zt� I i 1�..� AT 4 O.C. At,D GLi� (Z) 2X8 RM � � �cx �srs j ; F-� ' � ' v.�._ �o.rt R� P�o,r� wh+ ; j RE: PLMI SNp50N U " . - . . NAIJGERS i : O- . � I , � G D ^ G -7 G � ! � � ; S � TI 1`I 1 ► 5 � TIOI`I S � TIOI`I � � o ' - . 3/4' = 1'-O '�/4' = I�-O '�/4' = 1'-O I I - � � . � I . - . ��.3 � � I ' � .� ' I ! SCdL � � k — F_002 SHEP.TNING � I l / 4 ' _ � � 0 ' H � ' BLOCXNG �� ' . �� ;; (, I , vl � � Ii W � - . i� < ZX6 NTER102 WAL.L I i /1 - - . .. . I.JYH WCOp COI.IJNN I h-i - EXTERIOR SlUO WALL � DEGK SHEATFOJG AJ� WTH '�FEA1}N�' I I .. WATERPKOG�NG - FL002 �iEATF1NG FLOOR SF�TFNG �J ' , �l StOh� PAVERS i � �-1 . �� FLOOR JOISTS I i w FLA02 JO�STS RFs PL1W ; � � ; RE: Pl1VJ i � s \ � . \ s - j ` \ \ 9 � ' D / iB : Y�1 ,� ;�_ WE0 ZTFFENER � j ►u) � � REOOZ� .N�oisTS � To� �f ��� ; i 0 S ! t 5 / 9 5 �=i � . RE � I C C P Y/�,, � ; BB119t0113 : c , . r . . . _ . . � 6EAM 2E- PLAN� ' � - O� ' - - y � RE: Pl-Ml WTH� OE�TS . I I n 2X TOP Pl�.TE 5�_/✓ A� y ? -.:' . - a . . - ' WIT�Ny 1/2'm BOLTS �� ,�:ALD �'��ip� I � -;s �l�\\�1�iqJ � x� l . � n � . . � �``' , �E•�.Yy�J Y � Z�'V Q.�. � U �Q�7 �aw ������ ..� � + . 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(zN/4'm TH2U-301_TS 12 � ROOF JOI�STS � � A . � RE PI�JJ � � � `a ' �V . . x � , � � ; r—y i , � . _ -�� V-' ' I � � � ' � � ' �k � ` i : C� . r .�=` � `=•�C ^ � ' ! _ : . i - ; - w� -�..., ; : � Z , � -� i I : i � Q • . � % � '' c�u-t.c�r� 2pc,e ►—� . / r � \ aco.M - 2b PL.F�,N � i - � , , , a � � � !, �\ � � � X � � 0EM 'U0E SrEEL E PLJW W�TN �� � ; � � � T� Ar� 00TTOM BELEVEL PLATE � i O ' . - � � �- I � PLATE (RPJ"1`�En � j -- - ' - i . 5 � GT101`I � � ; i o . �J� S � G T I Ol�l -7 �,4• _ ��-� � , ,-+ ,: s�c�on x-x ` : ��4• _ �'-o � ►-� ! � ` rzooF �.n� � � S C I 6 E � iZ � e�ocxt.� � ! / 1 • , 1 , 0 • � � i � • . . � QocF �a.rwr.� \ � ; w � FASCW — ROOF .�asrs �2 � � RooF �rs , ^ R� a,2cx� 2E �r.ni wrH � � � i {,,� - �� ZM'S01J �SU I i " " . . ' \ HANC�R - i i � I - . - � �� _ I i Vl. � - , � � I1 � � ��\ � - - TOW(l Of V�I� , I D 1 T � : �i� � . 4 . � ~ - � EAGH S�DE OF � \ RE ��R RIDGF � - — ���IV �OP r I i w . ` n { ��N A'}� CLP _,�{,� )� �i3 ; L 1 T 1 S 10 N S : ' �r � BEhT IlIBE STEEL �U-i�'f RIDGE OEAM. (�"�Y l � � �o,r� w,� zx raP RE PLAN W1H i . 4 � - - . , -.' A�3? 60TTOM PLATE OELEVEL PIATE , - ,, . . , . LL � Z (RP.MSET) KERFER STEEL PLATE � I/4' X 6' X t-8' WITi� f�U-iAM COLIMJ ' M - � � � (4�3/4�m TF�IJ-P� JOI�TS RE PI.1��N i�a�����rr� 7�1 I fi'� � < - . t `���`�� • - rt�l� .� t�4�i ! ' �: (0 - . i�- s .�' n . � �� � + i - - C o �E�'���i: ��x � � S � GT101`I 8 5 � G IOl`I 4 , � ' � ', ,_ ! � �. ; � �, �, � �/4' = 1'-O '�/4' = I'-O J � ,. . `� - $ . , fF, a , , ml y . � �. ' 54 . 4 . . < � o -�, - ' ' :i : '' q �,. r � V .` i I � ,� ,� 3 � � ��,,.,:_��,.•_" � . °"'W � ; it f, ` . � , � : , � . . .. _,= ---ti..r'`"__`.,�,—�-.�� � '' , FURNACE SCHEDULE GENERAL NOTES : � MECHANICAL LEGEND "°� "`` rne°`SS"�" °" `�°'° �E �o, ����. �. /� � MANUFACTURER • S.P. lNPUT OUTPUT WLTAGE NP GAS SIZE REMI� ^KS 1 . DO NOT SCALE DRAWiNGS. VERIFY DIMENSIONS IN F1ElD PRIOR TO ti , \ j.� �K MODEL N0. TYPL CFM S.LIOALT MHTUH M6R1H PH0.SE f �« �eo+c �wsNCO Fl.poa @ srrw.� rn�a �. p , COMMENCEMENT OF WORK. � � _ _. . _ - HQR�rv�Vr � - TDr ' _ (�_T ^ n4t : ❑�C - r , � - ; . - . � . '. " n.. c_�rf` r- �r FT-RO� hiNEAV'KTAM � � ORAW�NGS AND REQU�IREARENTS., Si ; ��:_; :,:.: ;,i . .. ii .�r.� .- '�.; _ , . . i�Y--. I �.-- _ - . . . _ . . _._.._I.— �-. � �..._.. I � � -- - - - -- 'j C0� TRa" -0� _ 0 VERIFY DcACT UTIUiY COti�PANY c�e ccu!Nr - � - p��E u�:� ur. .. � . ._ F /� \ - ICONh COHNECi . .� PME E7fPMiSK1N JWNT O �/ COTG tt.FU: pUi TO (i�N:E � ��� �H�� N KANE, GAKREe, L.EnNOX EQUNAI_ENT 3. OFFSEf PiPiNG, DUCTWORK, ETC. AS NECESSARY TO ACCOMMODATE �"' �"� � STkUCTURE, BEAMS, COLUMNS. AND EOUIPMENT. (E) [aisnn^ �Q - � - S'`.`fTM rt[�E� �uv[ FA� ENTE4�'ti Nw lEM"ERANPC - �. /�it Vp!'! , • 4 . �NSULATE A:1. DOMESTIC HOT WqTER, AND FrM Er"�� 'S' —�-� paF:ssurs - 7Ew. r�p � � , - �4 . .._ . . _ . _ . .. . _ . ..� .. r- ,I• . . � � . . .. . '�_ . _ _ " ' . ' i il AT(1M I?in. � - i i i . . ... ._ . . . . �. ,-e�. -.�� - - -' .s" . -i .,•, ln , r: � n � . . i :.. ri� L i �A� � .� . � � vr. nSuLAft �cn. �' � ►MNUFACTURER � • FlTTINGS N" � H GLA55 ilBEk BLANKET INSULATION AND Pi2EMOLDED �w' tr.rnHC w��EF rEwP[run��:[ � tv iN�tuosr�i � E : SYMBOL USE PATiERN ACC. FlNISH REMARKS P.V.G. COVERS. PROVIDE DIDUCT ALTERNATE PRICE TO WSULATE N'- Na' in cor+"+�� - V wcuuu er+�cer+ �Y7 � �-{� MORRONTAL QfJWOIfT �� �/ L NO. � WITH ARMCRFLEX . oeo OPPOSED BLADE VOIUNE D.WPER � A SF,�� - UA4A SERIES 41 5. REFER TG ARC�IITECTURA� DR4WINGS FOR ALL DIMENSIONS. � �tc� aN —O v�n�,u C�'�NOVr UNG UNLES$ NOTEC OTHE7iMISE � FLbOR DrwN � B s�o�xul 6. COORDINATE ARCHiTECTURAL, STRUCTURAL, MECHANICAL, ELEC- Q Nws He�nr:, wn7er+ suaau � RppF Si� ,Y LIMA SERIES 41 F TFICAL , AND INTERIOR DESIGN DRAWWGS PRIOR TO INSTALLATION . ' +� N�."�NC W^"� kETUw+ _�� � p�N ' C ��`� - L1MA SERIES 19H CHS GMLI_L� WATEk $UNPLY " �RE/SMOK£ P�MPEA ��N 7. PROVIDE TURNiNG VANES IN ALL M!TERED RECThNGULAR ELBOWS. cMa cNiutv vu�a e[ruRa C'�is G5 CON�ENSEF SWP:r �y' fWE WIPEP • TITUS, KQUEGER. N��� ALLq12E, ANENIOSTAT EQWALENT 8. MOUNT ALL STaTS AT 5'-0" A.F.F. Cr+ cam�+srR R�N ia� p(W�uST FW� pN RpOF W/ pUCT TNRU ROOF. � �N� � � �M Di� OISCNY�ECfION � 9. CONTRACTOR MJSr CAREfULLY VERIrI' ELECTRICAL Sf_RVICE VOLTAG � � wc w[nuu vacssuaE w�Tu�.w� �:r� p �arrr c� raw conNCCriora . _ __ . . . -_. - ._ _ _ . _ _.. . �. . ---- :,r,D PNtSE F:d4�AHLE . • �" . : W'S MiCH Flk�S>JRi STEN/ SUPR` �� - -� FlRE ILL1�RM � /\ R.A. DUCT lO. SEA� AL� OUCTINOR✓. JOINTS. HPR NIGM PRESSURL S?FAM RCNk�r y� ��µ� w� �ay_0� yk� ■ ■ 1 i- � y " �. �r't.i- q a, p ' � ., ' - �� . � -__�� LYR L(*F PYr SU�� �N/ 5'.'�'Pir � � �� �r Y 5 ! . .N+ FRiU�^+ �^ f ' �� � . .. ti�,�-r: a nRSORPER . in:�, .. : u � M . , '' , � � i��., F .: . .�. �. � 1/4 OF ��W.�� OR --`_ � S U, �� �-�--/ v�w F. ia a v�n� H e . . e 6" NINIMUM . - voi ��a oi iiu � - -� Hos[ S�Be i wiu NrDan�rr r{ , � ct GrCOi '�E� � � � �VIB�ATION - rzs Ri�mc�au��r y���Trov rs ISGt 4T04 rt� - REFRi:[fUV+ uWi[ � ROw swrtD+ �fl4R JOiST OR OTHER � RU oou�sn�an wp��t�cr+£ � STRUCTURt BY G .C . ; oowcs .c noT MATCa � SwC��(E DETECfOR O 1K:• DOUCS•�� n0' wrTER ( 7E� . S�YIV� } � M�i WA'T_R bRCUUT1rH: � ACCSSS PA4E� � � �} �J° � i 8�1RIN� °W PiRt L1NL � {�,� SUPPIV DULT OOwh � Pf76SURIZE� WPS1E p��xWJJn pUCf ppM� 1/4" ALL TNREAD � I /^ R�RNACE �' cHEU�;r� vnr* RaE � � tunruHC vr�n�s s�ovm r� vo• tieo«. RC� E�'E SOCKEf / � / � � cHwc wtish vrv� � � + � ' srwaF eunc wuacR ( s.e.o. ). �oro�o � r..� : _ �� � � / �j�j` -� �� w MAS^." �iaE � � � / / H � GiEA1�C/� WfSTE P:o[ • � � � i [�ANFE=i. OPPOSm BUDE GWPQ2 ( O.B.D. ) GR�tiNEL t ', 0 R, � / s v,�ura: r t[w[a RrE � b 1- � OR EUU4l , � O • P'� S $IJPN pSWh PIPE � � � 5T(O�l S'OVU URA�h (NER�LOA' PIFF (- _ _ 'r ///��� � I � � 3 - Na Ex.r�cTOa � COYF`RESSEL NF PiFE F M'�� " r L/14ENSIpN$ 15T N0. IS SIZE OF SURFACE � • I / / i v� v�CJUM viu� � DUC7 S:ZFS ARE OIJfSIDE SMEE� METAL T/ ' � . �� 18" HiGH MTG. V� i.� SHEEf 1AETAL f PAD �` t J, ONYCEA PI�[ � STRAP BY M .0 SiNGLE BLADE �: � � DOAtCSTI{. W�"Ek IDJN �!r� SHOM� YN . . n.{ D/UAPER IF H 8" `M I � � � �� � N N^RGCEN PIPE { �� SUPP:r REGISfFR �( j � ti � OPPOSm BLADE . .. . , - - - - � � frma�! av wpr,wrFH �� '�� � �•� � �, . � DAMPER IF H) =g� � ° . ., 3- � z � c � < � -a a c � ^ ., -�7 p ��+C� REiURH NR OR OWAUSf NR REpSTIIi. O PIRAL DUCT - - � � - �� , .� . ` � ` SEA: AIRT�GHT De s��✓- o�* v�;�r (ew. . wr�. [�_�rr�t.r, u, � � ��� suap�r a�NgR: �RROwS iNUCw7E � O � ;'� � � ( � eir*er�.• v.LVe } o�aECnor� oF n�ow �, AROUND EN71RE ya ��E �µ „t . �� � TAKE-OFF. r�1 b+ccr v�� h oa� cmuF F_� sc,�rion nua� sur+v�r ,ur+ ax:r. 1.] g,Vl YALK SECTION THRU OIli$IDE ARi IHTAK� ty P� UG OR PV.N:qNG vnlV� `� RF7UHN MR OR EJC�W757 DUR. � � DUCT HANGER 45 ° DUCT TAKE — OFF TYP . FURNACE DIAGRAM �' �„��,�q �,� �--�� �� S°"", H��`� � � NO SCALE O µ0 �� O NO SCALE nq �pT� [�w�+ vk�� w/ rasc [r+�_ � � � �/ ' � `../ �C �.T[ ev c_� vkr; w r�F t PIUN&NG RISEP t�Kp1� TEIAi�ER1't1RE COHTROL Y/1LVE n 1 � PV PRESSUnf RSUpNG VAL� W ^ HDT WATF.2 - � ¢�7 avwr e [w�wu.� cow+ccroa � TD SYSTEM. ; GOLD WATEK �: � �� �r.�rn+ t"�'� ,_.� � ((("""��� SIPPLY I'-�I�.f�L`d DOUBLE CHECK 9�CrFLOM PREVp1'E4 v �. 1 . � — �1+,'�-D`� �WCCG PRESSURE BACKR�JM' PRE�TYlL4 - �. � � �� '..� �i/ V L. • '"+ � HOT WATER CYtG. r � � ' .� � F20M FOCTURES. tJ . � � `� � 'tj _ -. � � / �RELJEFOVALVE � � I WATER IfATFlt � .� �, r-�ooz oz,�,o�. �y � 0 � � -. � ��c. Rrr n� ` V ' •, .� � • � � - . . r-.� � - - - _ - - - �-' GAS SiPPI_Y � � _ }� � � . ; _ . _ Y/ " . : , , ; o o __ _ _ _ � � � .� o . � o � , ! ' - -"�= _ - - - —�' � ' ��.,, • '"� SIPPORT FROM � FLOOR. � \ 20x10 CONBUSTION F.IR - � ' LOUVER. LOCATE OPEN�NG ,� . . — �I fURNACE ANC MATER WITHiN 12" 0� TNE GARACE � f: - -- - — -- ---- - - - - - ' HEATER LOCATION ; � CEiUNG. • . � ' � � l . ROUTE 10x5 CA DUCT _ � O '�� i DON'N. TFFAIINATE DUCT lowu ot , crn �:iar�ry 1 � � DOMESTfC WATER HEATER DIAGRAM , 2• aF.F._ �e����Gme�� � 1'10 5GALE p � ' - ,. � . . , , 9 0 � _ . . O 13n Bu�l Ht . � �. ' � ..� .... . , . °fCJO(1 �u � �-' � � � � � . I .1 • � � . . l. • y I ' t � �.1 �: . . .. . . � l: •.��' l ` f - .' � � . . J� .. .� '� ..� I �4 V U L , ' Y� . ' , - _ " _.. ._ - _ - ' __ -' I � ihC I . 13!'6° Of q�9'lfl9p DI 8 � ' i (OiI f. 1 . � ..+� � . �1� i ! _�:� � ' • , _ �!� r 1 �nrr, � a'ions xh II n� ' br, enn ,t u°d to t c 'r� t i � aa � aech � nie � l � `' — -� � � aE;,�' _v,� oi , any v�ciat,��n r,t ,�m t�f i;,e proeismns of thi. rods t o � t r �� � T I , or n� an�� cther o•tlin�nr,a ot the ]uristli��tion . 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((YPICAL OF3) 1""t ` - ; I .�' i1A � . .:. �c � � / � � �6 RETURN GPoLL WCATED 2" BECOMf COLING �� O � ��€ S•�y , � a ,�g, �t i , TO ALLOW RA INTO SOFFlT ABUVf BATHROOMS. �"'� � �� I I ' 2 ' `.� � I ; 1 �j� � � . IS PUT IN. IF THIS CANNOT #iAPPEN, - . - � av F1 �( o � ' � � i - _ r O � �.. 4" I i -- -- - - ' - � P R O V I D E NUHFAT F MA SURFACE. 7 FLOOR WARMING SY�E�1. ' � � i l ;� c yr. � i � � I � 'C.�' i i \ ; , COORDIWITE SRE(S) O T Wff}I � � � ��,� , DO NOT FlELD CUT. I � I � � � 1 6 x 7 � = �/ _ 12 x 10 ' � � � � � i ':, ' 8 RETURN GRILL �N SIDE OF SOFFR. � � � ' - - - . I : , - • . : - - _ ,�{ { -:J . I O (l 7 10 ' � i : _/ ��r�� ` � � i I 4�•p � 9 REfURN AIR FROM ABON� TO pU►�IP INT� ��/ r • � , r.��r - � � `l _ - _ • I 1. -- � 1 � I - r � SOFFIT ABOVE BA?FIROOMS. , l.� �� 10 PROVIDE HONEYWELI TROL-A TEMP ZONE DAMPER /� ` r , w I WA7ER HEATER / 2 DN I � . 14x8 ` �\ j ; � L �� J 1 ; (A YF . 50 � IN 8"/ DN. SEE SHEET M2. 1 FOR CONTINUATION. W � Y �,, `- _ � _ , . 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