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" I I - I I - I , I ' ' I ', - - I I -1 '_ I I ,1,_ I , _ -I I I I I I' ', ,_ I I I I I I I I i : 1�,71 1 , - - I .- 11 - I Is r,L11 I 4 ( ��� I - _ ti I ' " .41 Fa. Fes'"�, 1 +^ :I r- rte" 0,1 i .�1 " tk-! ?� ,U� err, + /�d •-� rI ! - , '� I - I 1 {�"a + _ .�_,...,....^..�...�.j..� -.....-`..,..--...-.±+... " ^ t✓ _. T.,�.. .� ` I.�... �i KL ,ems. �, i` I �i • h ,. . , - i r 1fi y !j �- �t A,, 1 �„!, a _ � ",A I C1" �T"ti c,(po�!� � �` , _ _ /f l J,�ep� YZ C�11�` � `vv I 3 � � � � r (yA�} " I , gel , (1- 1 w .I ,may '1 1,/J! C. P'4 "�� ,,4�!'y`� t , \ ..... 1'"�f� i� � "' .. '-�--{^ { SK S W. t S�aI ,� I .,' 71 I 1l e 4/ r 1 L� _ ��°YJ L✓ �i 11 }(r I� y �� v� �5_ � = �11`, I i �', � �"I .� - :��.21 � , ' I. --I . , 1° Imo'-4" -. � Y -� _ - � ��/"�T- � ` - ____. _.'I"�l/�� _ ,"-" ,;4 i-L.,AM ;6:P! ., , ' �^�� - , � 3 11 V 'Ij Jl•I S e r F t ., a a�..ijr._.7J"tG.Tom.. . t _ U 4 ' , r �, I _tf, -4/ \..�_ I 11 kl "' ! - IN tit ,( � ' ,f - , , ;4.' r� � "o t ,._ `°` ' "'-'F_,`._:!-j I r , a:I 1 " `�o %+i BORNE RESIDENCE OP-91 2117/89 - - OTHERWISE 1. HLi. 'COLUMNS SHALL BE - 2" X S" -UN-UNLESS ! NII7LU. + s y w 1 s _ 2. ' :ALL BEAMS AND HEADERS '1V©T 13THE�2WIS� �..ABELED -SHALL SE-3 -�^' �. •HLL :.1<:CIi.:I.tp4htS 3 2'!_ X faN AND LARGER-fil'tALL • • ` ` Hem, D2EC TLY" _•tN PLAXE STOPPED. .A ,SI17PSCN` . IOL�N FOtNDATiUA - �At : WiJtSILL ` - - BASE-. IS REQUIRED-- _13RVVIDE +' ,—. 2" X f" •Ti_ELOW SILL. 13EfV4 ' AND � !'IEADER-REACTIONS.WHERE-dOLU lWJ9 ARE NOT- SHOWN l7N PLW4. �5}0f f -7 '�fl 4. ALL EEAAt TA COLUMN CONNEC ITItN+IS, BOTH TOP AND 13OT-TOM, .SHALL _ USE SIMPSON TYPE PLflTE CtaNNEU:TOHS�- Ui�lLE58 CITHERWISE NC)7ED UK - �, _SNUWN ' CITHFRWISE - GN., DETCIIL,S. PROPOSRD, SUBSTITUTIONS _-.#3Y CONTRACTOR SHALL -bE AOPR[3VE1) ' BY ° ENGINEER' PRIOR -au;�� i INSTALLATION. - - i - - " - - - 5. FLOOR ELEVATIONS SHOWN ARE A'f TOP OF PLYWOOD. INDICATES TOP OF- PLATE Clf2 BEAM ELEVATION. to '01 -- — - /sj_)��,"r;.; A��/a�� gli,L. - 1 � r,� •�.- t y t t � � Q2' � + q _ s -- ti, 1 j s 4 ` 20`1 cy \ 74 /7 r 1 ;t t` Y I , CAI Ut4G. zt ' � ___ � � � �� ! fit! c ► ��� �, � g'_ t�' � � j � � <�'-:r %'�c tla� + � = jp'' �= �'' �. � - � _____.__- `-'' �` ��� _�_ _ � , " + If _5 4 — 1,ry,-'^'t'✓ -- _ --—__ _ _ . ' b t._J _` t �, ' ' +r -- '' + ' T 14 77= �l 4 IE L L 1 ( o1q• lXra -1'`�d`,c?;�•���"I-'it I....•- - _'� _ 3-1?/:r�►t_l i�'3`c.,�l.l.__ - _ ...---- } � • u N—I BORNE RESIDENCE 1#291 2/17/89 1. ALL COLIJM14S SHALL BE 3-• 2" X 6" UNLESS OTHERWISE NU'fED. 2. ALL BEAMS AND HEADERS NOT OTHERWISE LABELED SHALL BE 3 - 2" X a". Z. ALL COLUMNS 3 - 2" X 6" AND LARGER SHALL BEAR DIRECTLY ON FOUNDATION WALL WITH SILL PLATE STOPPED. A SIMPSON COLUMN BASF IS REQUIRED. PROVIDE 2 - 2" X 6" BELOW ALL BEAM nND HEADER REACTIONS WHERE COLUMNS ARE gaT SHOWN ON PLAN. k. ALL BEAN TO COLUMN CONNECTIONS, BOTH TOP AND I3t]T'rOM, SHALL- - - USE SIMPSON TYPE PLATE CONNECTORS, UNLESS OTHERWISE NOTED OR , R ' SHOWN OTHERWISE ON DETAILS. PROPOSED SUBSTITUTIONS 11Y / CONTRACTOR SHALL BE APPROVED BY ENGINEER PRIOR 1U INSTALLATION. "u { / � 5. FLOOR ELEVATIONS SHAWN ARE AT TOP (IF PLYWOOD. �- �- E. t ) INDICATES TOP OF PLATE OR, BEAM ELEVATION. v 1 + /l GGG� ki �i f i 7 i !`i 1`', �f 1 �) �rl•�%^ -T:,E -;'-In - G�. 1 t J 4 ; } If I L 19 ;tdyJ..� ^G 11 t fi .________� � �2•�r+ � L � 1 !� f � .�^.�' �,i t, rte.... t`� �Cr T"'GG�G!h.1G � _ — v i ��j'L "T i�'1 N{1 J;c—�.' ti`` i 1 r• k a`• h f�t%�i=v `^�� / J/ GX 1f�' !✓' JJt T!__ G s + I LJ fit � f - '�ji;� 4 ` l', ♦ 1 14 !%�" r { � � f \ r �• � i �1 I. ,' !j _ 11 r.il �lam. r '-•......._ _—._ _.—_ �/` / t � { �,1 Air if?� — i i ! � ' I� � � �� ! �� •'f_I _{,�r t—;—,f_r st y I 1; f i f ! G" tp 4- r _ �KL Svy�L !1�J•C• z - 2= !'� 1 a~%��;:.J.T7 G r1 ; '2,��,� .,�U�;� � I u'I G•C•• __._...._ 1 _ ..� /"��;' „�-rr,. .�� � � i r? -i q (*��;v��•�-}�+.� MOH:� �t�.��(-,-�;.� 4{ 20...-14o, 1> ti kJT% - �r ! I..«.�. �—i y 117:,!:..Lc i i'�3 + /' /� L"..r9 C"r'L.J� °-` '�*'✓^ rf' � JJ� .... .... �! Dpi - .. .r, - v. , - �, J 15' L -�'°�`3•�• =' %�"� !In fxz'' /�L..V LAr� P!, 2 1 t r ++ + + J!t �Y cc 1 -C1�1 k pKne(� f=L JO1hT->i< �4'- 1 P k - f _ • k _ 1 } , t ` BORNE RESIDENCE X291_ t i -71 -49 w 2/17/89 _ 1. , ALL COLUMt4S SHALL BE 3-• 261 X 6" UNLESS OTHERWISE-NUTED. t 3� '_ � �i!Ott y 3�t' .4-n !�► _ _ t # LL BE 3 - #2. ALL BEAMS,AND HEADERS NOT t]TNERWISE L3�BEL.ED 3P' 44LL COLUMNS 3- --.Z" X S" AND, LARGER,S LL .SEAR . DIRECTLY TN 'FpUNDgTI ]NJ IdALL WITH SILL PLATE' STOPPEM 11- .n-_ 1"PSON COLUMN BASE - IS, REQUIRED. -PROVIDE 2 2- `X -6« BELOW ALtt.:. .SEA14` ANn � _ CCILI IMNS -ARE`RIOT `'SHOWN ON HEADER REACTIOt`iS WHERE _ • t _ CONNECTIONS, BOTH 'TOP AND BOTTOM,► -` SHALL. - Q 4. AL'L' - BEAM TO COLUMN , i = USE SIMPSON TYPE PLATE CONNECTORS;_ UNLESS OTHERWISE NOTED OR ` TAILS. - PROPOSED -SUBSTITUTIONS' nY 1 t -SHOWN LITHERWISE ON' DE _ CONTRACTOR SHALL BE APP'Rt3VED __ BY ENGINEER -PRIOR- 'To >� a i I NSTALLA7 i ON. - , r } S. FLOOR ELEVATIONS SHOWN nRE AT. TOP OF PL YWOOD. s 3 Vc�Jr ? 6, ) INDICATES TOP OF PLATE OR BEAM ELEVATION., _ { t l 1 S i I71/r, (� , lia�aY2L "St�AL yVC)i T 71�'t i Lv�Carl 1 D'- of 7L oil V r i t - _ - 10, loll IfJ- ,i � ' _ v , !�-art � t�v` L;r�A�v � I 1 , all _ f IVI 4f,j` i 1 % --t s — FF ?'yatyg0 cl o 3 ® d 1 t i U I I \\1 BORNE RESIDENCE 1. ALI. COLUM14S SHALL BE 3_: E" X 6" UNLESS OTHERWISE:. NOTED. � 2. ALL BEAMS AND ,HEADERS NOT OTHERWISE LABELED SHALL BE 3 — 2" 4 4 X a% 3. ALL COLT 1IMNS 3 — 2" X 6" AND LARGER SHALL BEAR DIRECTLY .- GN k FOUNDATION �WQLL WITH SILL. PLATE STOPPED. A SIMPSON COLUMN BASk IS REQUIRED. PROVIDE 2 — 2" X 6" BELOW ALL BEAM AND HEADER REACTIONS WHERE COLUMNS ARE NOT SHOWN ON PLAN. 4. ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP nND GOTt'Om, SHALL --- t USE SIMPSON TYPE PLATE CONNECTORS, UNLESS OTHERWISE NOTED OR ) , SHOWN OTHERWISE ON DETAILS. PROPOStc.D SUGSTITUTYONS BY CONTRACTOR SHALL 6E APP14OVED DY ENGINEER PRIOR i U �71P�"x12RG�U-t1,1A ?i-�% x �)�F� }'I•L-. I NISTALLAT I ON. �`��' �•`-� , S. FLOOR ELENA'(I ONS SHOWN ARE AT TOP OF-PLYWOOD. - t E. t ) INDICATES TOP OF PLATE OR 8FAh1 ELEVATION. A -2 A � s � "�✓;Uf�ice'� :- i /�'T-J!!Z5.9!�'�2¢t'j�!• - _ t } (x}--w 11 X e � r • ` } ��1� t ✓ % .rya ( t i 24, i „ }'r'?;i iQyx�t p�rl1� ! ,� { ' - ! ��I("f(tea JN U , 1G r ' ,.�-_-T-�rl�rK�,� ,���• _ � 4il'ti� ON Ec:.c, , � i `«..w...- � � ....—.r �- �. FYr..r.�.�w.rr. " ....v...• - -.+'.l .���lr/ 1 1 t t <o_ a, �� Gvl.. G,�•� � -�. `'`�-� III �i 15i1G L. � M.L.— cn ;f ', i-111 M.L. of C-- COL- 2-1 f . °°a1p•�°iasc�a a'''��` - } r � r 4" SLAB-ON-GRADE Y " SLAB-ON-GRADE \ ; L— FLOOR SHEATHING JOISTS ON 4" GRAVEL STUD WAL $ED ROOF SHEATHING RE: PLAN 2X CONT. W/ 5/8" GRAVEL BED > Lo►,r-, FLOOR JOIST D IA. X 10" A.B. AE= PLAN - - - - - - - - - - � @4'-0 - - - - - - - - . - #4 W/ 18" LEGS * , @2'-0 O.C. � � 2X CONT. ' W/ 5/8" ° • - 2 - #5 CONT. - D IA. x 10" R.B. 7 T, 1/2" ISO. JOINT @41-0- _ w -- - - 2 #S CONT. Ll Otl _ . . 4L� K 1 0" " CONC. FOUND. WALL -----%,.RE: SEC. -�- #4 @ 12" 0.C, HOR. #4 @ 12" O.C. HOR. c s•�.L. _ 2X3 KEYWAY ' 2X3 KEYWAY 2-- 3/4" �IDIA. X6" GLU-LAM BM #5 @ 18" O.C. VERT. 9 0 C. #5 @ 18" O.C. VERT. A.B. @ RE. PLAN L6XGX1/4X12" W/ •_•�= - - GLU-LAM BM S>MPSON PC COL. CAP 1/4" STIFF. PL. @ BM 1/4XGXG STL PL. �--- 2 - #1:S CONT. RE: PLAN `— 2 - #S CONT. W/ 3/4" DiA. -WOOD COL. MATCH VERT. REINF. THRU-BOLT MATCH VERT. REINF. .F, - 118'o LEGS ALT.S IDES lg�� LEGS ALT.S IDES 1 C i `, ). !+t} t /� 1l t -1- " •^'__'-__' -_ Y ... - _.. �(/' __ - `___ _•-'.'_�___'__ ._ -- _ - ` '" _- -�� __ _- 4 ji I .e.......... J '✓ 'j J ~aJ t Lii f- d - {'N 'F_ . -�J ' r J j . 3 .�-.-. tc,.,1i•-'—'t✓ ! 1 ...s ,._..__...._.__..._.__._v�w./- � 1- _ .--4 ~"4 - ... _ r .s' � -^=_ .-_- _- -_.__ - ___ --_- -.____- _ _ _.. ___ -. _`i_ sI 5 4 � J , FLOOR SHEA NG WALL t�`"•�r:.1'� ` ` ` ,, rh '!�,�., c'�,.:�-_�, � c�! :T �z .-r��; NJ - _^`y ' EXT - 0 ,,, ,-. , ,.I,r , , �•per. ; ;�4'�'K U' �._� _ 2 t o - - ,,,.. , .� Y�y ��: ALA _ `, 2 X CONT.TRaTEO • a/�H� 't"I-I•�U —$�LT - ."�v�;rte t_t_. � !" ,� � { !. : 4- c K-r,Je L_'�� s t •� W/5/8"D IR.X10" ` A.B. @4'-0 1 `. _i!af1� _ - 3 1 ' k -FLOOR JOIST 2 - #5 CONT. b RE:PLAN f?Ilo,e'fr i #4 @ 12" 0.C. HOES. Y= SIMPSON TF ; _ JOIST HANGER _ #5 @ 2 CONT. U •�IG� ' �.-� L[ ;t, t £� '�'rt' .i Y t't. <`TL 6� I {� .—- s 3 KEYWAY JO� -�-� � _ �. '�I.j� � �- 114'` c.g � ,�_.�►� �,. v_1- � --- }-! -VERT.--REINF. - ` 18" LEGS ALT.SIDES - --- -- - —_ _; -=1--- - -- k k 611 - fee__1 ^ G -. --•-s i { 1 r ' • w /,�! ^' " „r /.... .L 1 j 'V ✓ i-+ s 'f .. . i t-"F-. " tom`'-^ + •�f,..� . V 1/-.�, ,y 1 1 ! t 1'�"E.. ' rd' ` ..�i /1---t.✓ 1 ' t...� `• ` =- '- t i.�:+-- ..rte _ _,_''w'J_= _-"--_•.�___-_ _ '-- r` _ _ - _ _ _ t - RE: PLAN - ,�-7; ) -- ;; • -- t - _ ►-_ 1 f . +�. }a� ,�ti i� ` , _` > `- �►�; . FLocP-SHEATH iNG a►.i t� ` '' - ' "' { { �r ' ' f� Tom'.-:/•�^R f- r ! --_t'.,' t7.1i�� , , _ � ' - t { 1 .-t�• ♦ ' 1 •r. ! r ♦ ` 1 - ,- } j .,.,..� %� K �.'1' v GLU-LPi' BM 1_ RE: PLHN As; 5POWN � - �;.r✓.,,�'i r ✓'. F}:� i t � ,� ` � tom-:.. _:C�° _"''- '` ' r �—` ''' ,-._.`_i!•o r`r.,:r I l �.GG �:, lam,�'.i ' . � I S IMPSON ECC COL.CAP • %• I i TAY s'�c, { I 3-2X6 POST -Tj _ n F a •-'* �' { 1' D'' `� .�• l \i - _„j' f ; ^t'w (--. -��E+✓ �+ C % ` '��` ! '_�y' - _-L -t.. -_ __ � `� '� _- ----- 4 - FLZO?? �i -rHING - , 9493:W41—L- 11:'F.Cyp i d1 '�'Tlr 1`f ���{X � 'x ✓T1— s /Z��sYHZU - �.7 115, CONI 71 F p1 . `j t -'� C � S.L d (� , ' f t - ---- ` ''?� i 'rrf{►:1 i%`9ttlf 'Ci ' it " t I f fr r -710 fit.✓ { � j ,. ;; { :1 { j —tF� _ _ �rte- 1^,� 1 f7/� �',/1,l� -,."-.._--- fi,i '�\ —�i'�-'-�4� t i%�°j.;..:� i —.•---- - -- � 6 t t ' -= i ' { 1 3_,, ,�-� , ..-- , r � "ice-�-^ i .j :► ` � .ti. <_207- (o Co o { _ all � r t� Ile _47- Z-4 ' � r,+' v+. t, t 1 f � ' : i E �- , r�-- v +r � i' -••_i._•__ t I�.y..--,..-..-1 A - �,e'+�••- s f rte. j: , � �� / n / '••'� „ �"'�" (� +t/r� ( l r ( + t��'(�.�X k _ jiL � i - (0�r 1-7 IT 41 tZ i r z t Z �. r ,'•� �jw;:' M•{r, 1 � N ! • C ++ „�• �' •t •` -°-j "„ + i n�'. � � -�---�4—.--------- '-�•�,.— ; � ry g o n�".9 6 X198 Iwo .- o f ���f°r�ataese�e.ou z'•roe, r , r ( MECHANICAL EQUIPMENT SCHEDULE 6-7=1- — B-1 Boi ter, "WEIL-McLAIN" TYPE CGM-6-PI .175,000 BTUH INPUT, 1389000 STUH OUTPUT -AT SEA -] ` .LEVEL. PROVIDE W/O CIRC. . PUMP,. EWT = 180 6F, LWT= 200°F, = t :, �: �:: --� -- EQUIVALENT. _ : \ WH-1 WATER HEATER T - _ 1 1 75.IMBH INPUT, 75GALLON STORAGE CAPACITY, ENERGY SAVING PILOT, ALL STEEL BURNER AND DOUBLE DENSITY INSULATION- A.O.SMITH "FSG75" OR EQUIVALENT. , - 7 . t j ! ; • UH-1 UNIT HEATER ' ' t -- 14 ! _ ► 15.6MBM CAPACITY WITH 190�F A.W.T. AND 20�F- DROP. 9 WATTS, i Y 115/60/1 , UNIT MOUNTED THERMOSTAT. STERLING -H$-24. OR - 4 - J EQUIVALENT. 4, Log br-Ou ?'•2? ; 89-1 BASEBOARD RADIATION 850 •BTUH/LF CAPACITY WITH 190 �F A,.W.T. AND 20°F DROP. STERLING• -SENIOR" OR EQUIVALENT. LAP KS-1 KICKSP_ACE HEATER _o ff ?° -24 0 -?.4ri0 a 99810 BTUH @I .0 GPM AND* 200�F EWT. _ PROVIDE W/SPEED CONTROL AND SWITCH KINGSTON #KKH 14, 110V/14/60 HZ , OR EQUIVALENT. 7 ` ` ! _ - - t p� lr Y dT t 15''-�11 - j H-1 HUMIDIFIER , 120 VOLT/60HZ/0.6 AMP. 0 .5 GALLONS EVAPORATIVE CAPACITY PER ' T G#?� i 2t/'i . - - - - S_ C ' HOUR. PROVIDE W/HUMIDISTAT AND SADDLE VALVE. REQUIRES 1/2' o { 1' a A s HW FROM DHW-APR/CAIRE MODEL 3609 OR EQUIVALENT. •� .c Z I t r , P-i HWS HEAD. 115V/1#/60HZ , 1/3H.P. W/BUILT-IN OVERLOAD { - { Zr_6u i J PROTECTION, AND BRONZE IMPELLER. BELL & GOSSET "HD 1 1 1 3" OR EQUIVALENT. i • , 4 2. AS-1 AIR SEPARATOR PACKAGE. 4 031 TACO PACKAGE ##492, 0432-1 1/4" AIR SCOOP, #443 � t � DIAPH. TANK, AND 0423 HY-VENT. OR EQUIVALENT. Of 1 V t n �' ti_.. ! • -- MAL''t V ML_C1i;M1C nL QE.NLRAL NOTE9 (Bq7_ 6 GEN.NOT) L�VVE2wI tAI Offset ruing. ductwork. etc. as necessary to ^' 1 - _ = O io Fes - b:2�P►:---- ,+ ' �� t accommodate strur_ture, beams. columns and -0%1 { �: ,-, , _t � ±; 4 _ `�PiGtst► equipment. �tZ ) �'� 4__ - ��� ^� �r > ?_ + e t ng mater, domest 3 c hot g � i �•—� Insulate �-�11 new h a i ,- -t"• / -t _ . //�� _ •wt - - -- , r w, er • ah.i-dflm I e } �K1"t _ ♦ * ` -, _ ..�: _ _ r/ � I tl C ItlnQ pith t_t.L�} apRheV�'dWt] t r`aClrset-vice,l�tlJn - -t ' :: !-LVE b r- -1.� ' 3 t -•--�-- ` t i glass =zbEr. zn�p-on, 312"e• thlc! pir ! } ✓ <- �� i" �. t ;� J tr f LT 2" b�(? 1.S tJ G�r�. l.1Cr C�t1. r}.1 /� �` " _i j i c3 P c r n .. a . f i .✓ . -7-: 7 l _-- € - 'yr��'p YtfiR+t� r _ ; -,r. - -" "-- r ; ._ �Jbt..1�TrC 1UD�t�_E�i' ?� ASE+terra insation. Insulate i Ittings sslttt alas SNAtT`. - wt..'5 fiber b ar,!' t insulation and , # b 1 e premolded F.V. C. covers. `• i _V ' // << - ` In=elate all heating water and domestic hot r r, , to � ' "" water piping. i I rr q �q Fill heating water stem with :,0:. r,-r lease v •_ -af '`� .� 1 , ✓'1'C _:'J' y - .__._._ + �, glycol / water solution. r i J i 1 i - ' \/ y "; !-' ,r � ('�� � # � •^' r- t ,.1N ,'': ` _ } .-. ; - �_ ` r--�� i i } U?M.C.yc+r#cUmF�C. beCnd compliance aI 1 l ocalt4lcodest. 1=+. Cn� - ` ( _ requirements . /[//yx` '"'y,e" _1'- / K r r } 1 ry�...rs \ �i�= -t ' I ...•Gai • ' �F w ``� r L1_ 41 / r r 1 • ; .. j .- ,r', — ; 1 heating ater- Piping runs 'in a:CPS= of c:_� - Provide expansion oints or loops on ��11 t- 9 F� g , - ' - - -----� {--- `-• 1 - ----. - - - . .____- _._....---�-- -- -__ __ __ - _ ---�--11��-- _ '>1 � 111 r-- , :, ,- � � 1 -•f�'e t. ; 1 3`- 'F •��j( t, I , .� Y';' ,_-__ /1 # _r. -: _: -;i� ,1 ' / �G- ~`\ _i [ � tv 1 4 Pt r,lastic 3rommets on all he,itln3 wat 'r• _ r Pipirt ��lSSi_l a'}}r`O!1Qfl l4QQ� (7� _ c�rlt r 11 5. t i ,, C _1_ -- 1 '"' `• " , �° , �• Provide 1 /4" ?Alvanized mesh Ccreer, on all - t ; N, t „� ' t# , )• I DU�(G'T" DP�E+���lri�1. a.. - y.l- - -*: -----^ 2 �/ t combustion air ducts or openings. 1 - i ` r +...> r f Y f IV f V-V-- fA�H_�V L.,.r_+/•9! j„�A t t� - \ i "V+ r $� 4 7 . tV tTl�(t♦�_._.x�.'�_U lc GTE 1 Ll_11�. } _ ' _ � + � ' .-_ r 1 •v r�` 't , .� �` , � ?•-�_ ' ., ,� .� .1 --' ll� ' i Meunt- thermcstat= at 5 -c7 F�,F.F. . 1) W CT ti 11A x2 aF _ FL.at3tz-fi< "- �. " i-- -- '� �' �* � j ` �_� } .�YptG.A-t. i a -� _ t Coo rdinate thermostat 10`atior!__ f , ♦, t.4 .~ + �' , i 1 t t i.. < i raj , } 3 i. .. " ' _•— /^ \ U T' IN�V,) t ( architect. v � , , p ''" t r.� F 1 ..! r i } yr- 7 a �^ \ d � �..✓• a r ! ' } - '�"s,{r `'" r..•.,v%"..:'° s'.�'.e"__...-i �',(LLLu"1��.� ...., � } 4 i ,� " + r-�•....-:g �i` �_ � 1 �+- ice.• � ` w �1 i � . , t - ti's P pe with rod and c1evl5 or, clamps. •r No Pipe- taPE' allot'Jed. ' " t ! f .., r ^' � I: '� _ � i.-.'r G./f+J-^L !'k } , t t-1-+t O �. .. ,,..........•., ..M` r�, n,.eoi '!`ul S:'" l `, - J - ! + J E ` 1 L 6 7 -{5 F V I \ 'b I i..E 5 -�.O?�1 �_`.. '�}` t LS 1�.r• -"' V "•► fi`;r's. `t' ; :, , , �-, 7 ' ' � ! , �i...t ' t � � , / � �y � � 1 't r �.... ,..+ ��,. __-..._.__..- 1 T'r� �L.i.rri,i � 1"'_i✓" ' - rr'.' ` � � 1 _.. _. !' t ' - � � ' •, r r CO WT. I'L`K t' 6�I T- i - ,_„ ,,._,:_, i{{ Fw+i/"• -{ 'T' " ` (f fff a . /•'• rte_ `i - _ t i _ - _.« . - ` j' _! ' •� e _ $ ! . ... I Y « -1 ...�,--....____.�—�___ .._..____ •rte.— _ _ � r, lcar '+,f ;°I ;1 (�l •---' ,, .. g ' - ! -, UN IOW tf 1 - Pt PE FULL '1Z5 TO NE6KetT PLOOF, MAIN ' t t**�� � ` , ' r •' "' { �r.. 7� i1 L--'y t�- t'.�4•, t 3 ~�. ' � � ... ..._.._....—. ..-„ ~ 1 i ! � t ' ` t 't { _ .n 1 . ' �1 � ' 7+ I^ _.- _ _ .-.-:`... �. ..__r i ..T ! ` i •• .._.—_...---_.....S R. » �+`y '-r'�`� A �• r ` -•__- .-_j '♦� � � i —i--- - t i v I }� + • .� ,y 1. r • , i ' Y r ' �----.. �_ 1 : iy�r►mot V�-r- J, _? '' t n ? E4,re& ° � g i `` �" _--. � �� ` _ �,i R � � � ► �' _ ..__ _.`'—_' f .. t..y � _ 6 ng F rC E W� t:tc U LU6KiC4TV.0 PLUG ;t j TANK I�lC/�tr1 W11.10°sC ' _ _ _ _ .__ __/ �4 ► CONNEC'T1ON •- 5/4" g 1. ` --_ -- -_� - 1. ✓} �� 2:�''i rte- oLR-r Leb - i y � SID GAS - 09RED ! >v "/ATER HEATER DETAIL 10%M 1 r a _ (� ���t • d3.U-1700 _ _ , 1q, (�'' 2_o' --1= n �`�'-cp' 1 Lo- 4** - - � 1 t� GJ—T' �L L�� �L•1s tJ NP 8 1 t , Y • 1 1 ' ' i :Ct� aSIDrlCE 21 t , f • , ( -- 4-01 1. ALL Ct�.tll AS SHALL BE 3- 2" X E" UNLI SS aTHE RW I SC Nf7Yk'D. 2s t f+�Mf Atoll`HEADERS 11110T OTHERWISE UgSEL_ED -SHALL. BE 3 — ' 3. Ct�.t s 3, -- a" X_ 61 RND L.AREER SMALL SEAK ?3 Y N UTL.Y UN - FOUM 'L'ICK_ WALL W IrTH,SILL PLAM 3TOPAEU. . A S I MPOCK` MUM,- _ } t8-Rtitx.QWRED; PRt7iVIt3'i* 2 )C S' BELO* A.,t. BEAD- AND � trip"k_wp4T1cw9.t RE # .t 'AM 101: SHOW an ice.V1.1k,•F r i! a DF4 - m*=rlf i BOTH-Tcp_ _KmruK .- SHALL C� . ,t `• ' -! � >t ►7i��za t —.- - �- { % 1 rl � I . } - __ - - - 'x tl�<SIMPSM:'I'YPE- GtATE C:tINW&t , Lrak" CttimRagB tVOTED Uft '.. ! =„• �= EI RUISJC 0ts OEM=- - PROPO D SUBSTITUT_It3t�_ Ttr By , Caltrnmum,,v SMALL- - BE `- APPRrNE4 , By' . t.Kamem PRIOR -- S. ' FLOEM ELEVR'L IONG SHOWN AREY AT TOP 13F PLYt4Q0a. � Marc at'E3 TQP QF PLATE flit BEA14 E"LEVATiGN. { -FOR UPFEED- APPLICATLONS_' - INN CORTMOL VaLve_ bLTt=KNGTC ROUTIr10 3. MbNUbL. diK VMT LOCATION FotC 7bHC CrJO COWNLCTION9 HaNuaL bix v4c- Ttj - - e N_ t4N t'c�iNT9 rt t NO ENCOLO'�URE ! + LENbTU PCR I°UW'? r _ � _. � � _, a� nrr•L cant — — — — � , HOtl�tTIrlCt �dtJ'T 011,CCTiOW j 1 t • !_ .� T�tRU FLOOR (irt 1fYALL) _coNT. rer, PLDN� cONT. t°Etk i�Lnt�i°� ryA 1 1 t's�- i tom! '.•!At_L Tell�C"`U ? 'U 'A L ` ! ! yy �• -il f t��: �..,,,-,.• , ( i/i.J1ii� it i t .�. ' f . i'3 � , l f ,,,' z l • .._.�i f _ _ _.mot"'-_._,� --- - - i �+ � i NO sc / � 2°vim' � � E .� q �� � f �j-n ►F �Y�"�{ t.'° , L j Y j Ll .^ v i 1 , j }y 1 cYFf;+�i � � J �'�.�� 1 �! ; u i rte • , 1 ` " N t w i +�• Na� Y�t1,..1F� _ __ —_ ,�D 't �tti 'r,� r �I •1k `f ' •t Gf :ar !i 7' „r- � � _ � \� t � AT EK N aim p I PH a-G, oft wm T. IL E NO SCALE SAlrt, V ..v� . zl _ I '! 4 " vwcuscEe %' ._.J�.. �t..t� ter-' L:oMT�i_.j! _ - �� ! 1 ,jam ! ! t! t -'-; 7- j�+r.S x i . i , LA;441 I ��.� 1NAj� WIA T1 � 1 CV ( •► -_- -_ ` •i 1 . - � !' ` ". � n j'{i t ` 1 `.�'i i �.- i' �.^ ice! f j .- - _. f _�._ Y claw 'lC�ti' !i IL UO SCALE • -�1 f t✓GC� �/CO T" 2 ,v .A! - �- ` PACE EATER _ P�P� - ETAtL . _ - ` -• --,+- ,_ _ r "_, ' •r- ., j.,^ +• - •- ` - _~ - t - --_ - _ .�^•.. �� _ ' � - Q• _ --.- ^_ _.- _ f _ - ., _. _ - � _ -- __ - _ - r __'..r_ _ `h»rY�•, J. - t -- i _ _• _ _Y =__ .. _ _ . • .._ = `.. •^ _. _.. _ ^ - - -r . - _^ - _ v A _ _-`'--- CIL - - 11_ ` F. PLACE TWO tff (PER 8' THICKNESS) WI rl-I L:_), -o PROJECTION GENERAL NOTES AROUND ALL OPENINGS IN CONCRETE WALLS, sL_(-Ds, AND _ BEAMS. ALSO PROVIDE TWO #5 X 4' -1) DIAGONALLY AT EACH A. ENGINEER' 3 f1Cr_FPTANC:E h111ST DE= SECURED FOR OLL_ - CORNER. v,TREJC rURAL SUPS T I TU I-IONS. m ' G. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL D. VERIFY ALL OPE.NIN(;a THROUGH FLOORS, ROOF AND W(1LLS WI F11 • BE SPLICED AS FOLLOWS: TOP GARS AT MIDSPAN, BOT1UM ME:C11f1NICAL AND EL.CCFRICAL CONTR(1CTfIRS. VERIFICATION OF BARS OVER SUPPORTS. L(1Cf1'rTONS, GAT LES, L IN"rLt_S, AND REQUIRED CONNrC*1` 1 )Nc3 ORL- ' CONTR11CTOf2I S Ct:.)hINLF�rE F2ESN01`J:i t£+I t_I`1"Y. H. PROVIDE ALL (1CCESSORIES NECESSARY TO SUt='POR r 1. DIVE {_O(1DS USED IN DESIGN: REINFORCING AT POSITIONS SHOWN ON THE PLANS. ALL C. PROVIDE A ar'Hfll_TiC 11AE,T1C—COnTTNG ON 11t.L STEEL AND WOOD REINFORCEMENT TO BE 14ELD SECURELY IN P'ROPF-R POSITION IN EXPOSED TO THE, EARTH. A. ROOF 84 PSF REINFORCEMENT WITH ACI 318-77. D. SUBMIT SHOP (1ND ERE:C T I ON DRAW T NOS TO ENGINEER F1111 D. TYPICAL FLOOR 4o PSF 6. STRUCTURAL STEEL: - REVIEW OF ALL HE:INFORCING, PRt-COST CONCRFTE:, STRUCTUROL 1FEL, LfiMINATED WOOD FR(11,1114(3 ME�I'IL�E_f2;,, TRUSS .H-JiSTS nN1) � C. EXTERIOR BALCONIES AND DECKS 11 4 PSF A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM ME:T(1l_ DECK. THE MONUFACTURE R OR F;IORICATIOM OF (1NY SPECIFICATIONS A36 EXCEPT PIPE COLUMNS WHICH SHALL Tit-Ms r'RIOR TO WRITTEN REVIEW OF SHOP, DRAtJYN(ry;) WILL BE D. WIND CONFORM TO (1STM A53 AND TUBE: COLUMNS 10 (1STM ASo0, ENTIRELY (1T THE RISK (1F THE CONTRACTOR. ti 1. BASIC WIND SPEED Eat► MPH GRADE B, LATEST EDITIONS. ANCHOR E10LTS SHALL BE n307 I EXPOSURE C STEEL AND MISCELE_AhEOUS EMBEDDED ITEh1S SHALL BE f13G E. WATE'RP'ROOFTNG, VAP(IR BARRIFR13, Wfl-rFRFTCJP', E-rC. , SH(1l_L STEEL. BE OS SHOWN t)M THE f1RCH l TFr,TIJF2f1L DRAWINGS INGS AND AEI 1 ND I— ! E. EARTHQUAKE ZCJtJE 1 B. STRUCTURAL STEEL SHELL BE DETAILED AND FABRICATED I N C,ft T Eil IN TI lE: Sf�E C:T F I C'AT [ONS. • F. LIVE LO(11), ARt= REDUCED PER CODE IF APPLICABLE. ACCORDANCE WITH LATEST P'I20VISIONS OF RISC "MANUAL OF STEEL CONSTRUCTION. " F. • (11_I_ DIMENSIONS ON STf2lJl:TIJRf1L t)tZf1WTNGS SHALL_ DE CHECKED E OGAINS'I FIELD F1RCl41 f1:(, rURAL DI2f1WINGS. j 2. NON-STRUCTURAL Ft_r:MFNTS: C. UNLESS OTHERWISE NO-;ED, USE STANDARD FRAME BEAM SHEAR CONNECTIONS WITH S1EEL BOLTS OR WELDED EQUIVALENT. J A. ELEMENTS SUCH AS NON-HEARING PART I T T ONS, ETC. AT rACHED SELECT CONNECTION FT EACH SPLICE TO SUP'P'ORT 60% THE TO OND/OR SUPPORTE=D BY THE STRUCTURE SHALL TAKE I N i'0 TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND AC=COUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. 5P'(1N. B. REFER T'0 ARCHITECTURAL DRAWINGS FOR VOID SPACE BELOW D. MINIMUM WCL_D3 "r0 L+[ (1ISC f1Nn/OR AIDS r1L1T hIO'r 1 CSS THAN NON-STRUCTURAL_ rinRTITIONS ON SI_nBs-ON-GRADE. 3/16" CONTIhILIOIJS FILLET UNLESS OTHFRWT�iE NOTED. 3. FOUNDATI s: E. ALL WFL_DERS Slif1LL HAVE: EVIDENCE_ OF Pf1;SIN(3 THE AMERICAN i (1. THE ALLOWABLE SOIL BEARING PRESSURE ASSUMED IN DE=SIGN WE=LD I NO SOCIETY STANDARD QUAL.I F I C(1T I ONS TE=STS AS I S 115,0 a. THE CONTRACTOR SHALL RETAIN A LICENSED SOILS DE 1 01 LL-11 IN AW(, D1. 1 . - ENG INEFR TO INSPECT THE FOUNDATION E=XCAV(1T ION. SOILS ENCi (NEE R ;,N(11.t_ VERIFY IN WRITING THE (1CTt JAL ISO ILS cor,fici*rY IS E0Uf1L '1 O OR GREG rl=R TI lf1N ASSUMED. t. f`IClhi_� fjf2II�II; ';F?tll J f: f1. tif7N-•�ilt2TtJi; (-,I1Cll1"i SF-I(tll_ 1-t L- I''f2U�� 117f-[? t•f�•fIJC-EN ciL ; C'C1l l�Mi! 4 B. ALL FOOTING DEARING ELEVATIONS SHOWN ARE ASSUMED. c=XACT }:TEARING E t_EVArIONS SHALL BE VE=RIFIED IN THE F• IELU WITH ACTUAL CONDITIONS BY C:ON1 RACTOR W I 1 rl APPROVAL OF fl. WOOD: U01 L , ENGINEER. C. ALL FC)OT I NGS ARE TO BE PLACED ON FIRM, UNDISTURBED, A. Al L F REIN T N(i ()t,f1) 1 R1J`:,L i t!h1!{L R r,f '1!_t i ti DRY 1)(11,It,I.fl l F I R, NATURAL SOIL nR PROPERLY COMPACTED 13nCKFILL, APPROVED t:0n,-,) r RF(;10ill 1) f')tJALL. 'o (3R(11)EI) (1 i 1=111 L Gt)S: � DY THE 'SO I LS ENGINEER. EIACKF I LL SHALL BE COMPACTED r0 , `3 '/• (MINIMUM) STANDARD PROCTOR DENSITY UNLESS OTHERWISE I'li [C:t: - �r"WtL1E C;ll1D i h = f3i�i� r,•:,l , RECOMMENDED IN THE SOILS REPORT. IF SOF r SPOTS ARE �:" 11II�;i; F= " � 4J[I)I F NO. t h psi ` ENCOUP11'ERED REMOVE SOIL AND RECOMPAC,T WITH APPROVEII I f 1 t t'f. — G" a, W 1 Dt:F NO. I F r, -- C:;()i 1 r'-;, + F I L.L. (RE: SOIL REPORT FOR DESCRIP r I ON OF BEARING NOTED AL L-HUOIA E '31 RL 'I.1F.1 ( RF N I N (h1f lM9 f)ND FOR NON- Rt.PEE r i l [ill- n :C!i PRION TO fit (4DI.0 ;,lttt_C;�3 1lJl;RF F1 iF_ SOIL. ) ' , S. PRV(1)F 1 X 4 i;RCI!lti IRIDOING NOT (IV[-F? Et' UN CENTER f-U0 _ lr D. DO NOT PLACE E�ACKFILL AGAINST BASEMENT WALLS UNTIL I)(11-t_ t,JrJilt) .Tt►lf-)-Cfl fti!D ��i ,,[7L Ti) 1_;LOt i<Ji�It; I{E.-Ft•Jt"E.hJ .TC1ISfli flt BASEMENT FLOOR AND FIRST FLOOR ARE IN PLACE. f1! L. E,l JPr10rt-C r;. F-A-) IE N (11_t WOOD A1F iii!1F:Rt3 G1(1'i l t.!]MMUhJ ; I Nf1Il �> (lC'C(1fl1)1t�JL-i TO IHI- L1L:t: SL'Ht�J)1J1_1- UNl.l:aa C11'tiE_r14JI:.,F r E. CENTER ALL FOOTINGS IDRILLFd PIERS) L1N1)FR WALLS, COL- UMNS OR GRID LINES Nill'F!).UNLESS OTHERWISE NOTED ON PLANS. _ F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO L.. 1_Flt�ill�fllf l) FtE:GIflti THAT TO- PLACEMENT OF ANY FILL OR CONCRETE. 1 . At L 1_f1hlrN1f1T1=D t'1FMIfERS SHALL i+E: F(1l",f0C()TED OF D0l Jt iL 1-1,i [" I ft 1_f)F C11 OF 1-2 PFRCEN I" M1h:I1•LJfit_ CnNTENT x I ihl Af;f;(•11t[if11�lC.r 1JI1tI W( 1. � T;, fal_I_ S (ZE.I) !�FIf]t.hJ OhE_ } 4. CONCRETE: 1`Ikil', � A. ALL CAST—IN—PLACE CONCRETE SHALE_ FIE MADE WITH TYPE 2.1 PORTLAND CEMENT, STONE A13GRE;GAl-E AND SHALL DEVEt_UP LAMINATE-:) MEIQL•1F_F SHflf_l- Br DETOILF1) ANT! FABRIC.fYlr_D :3000 PSI COMPRESSIVE STRENGTH IN P8 DAYS. IF CONCRETE IN ACCORDANCE: W1111 THP STANDARD Sf'►�CIFIrATIONS [--OR SUPPLIER PROPOSi� IJSE OF FLYASH HE SHALL PROVIDE OWNER TF-IL D ST144 fir;l-] FADRICA-! 1Oh!- OF -SFfd1Cit1R(1L GLUE - ?� L_fah1I�JA i E=r> T (i~ttJf:f2, t A 1 L=; r ED 1 1-f ON (1S I HE{t_ I;HED BY WI rH LETTER INDIffnTING COST REDUCTION (1T TIME k OF BID. fI I I C. ` S. CONTRACTOR MAY POUR SLAEi5-ON-GRADE CONTINUOUS AND 3. P'ROVII)L7n. UNITS C11\1FORMINO TO A) TC 117, 42_'FV8, 1). F. i SAWCUT JOINTS. = JOINTS SHALL BE SPACED 15 FEET AND FOR L'f)NrfPIWOU) H1E-PlFf:Ra (IND t:ANTILEVE=RS (1ND 24FV3 SAWCUT 1" DEEP=' X 1/8" WIDE WITHIN 12 HOURS, AFTER POUR— �OI< SIMPLE fitlff'ORl t�it`I�il:C.rti. MEM1.11=RS SH(1L_L EE ING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. DEAF, triply!) WITH ZERO L:AMFiFR W11711 i OP SURFACE CLEARLY I S I APIP'L IJ ON Ef1C.11 hiEN ER. ' 4 C. SLABS, TOPP I NG, FOOTINGS, BEAMS AND WALLS SHALL NOT t r HAVE JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CON- D. PLYWOOD AND/OR WAFI=ROUARD CRETE 14ORK MUST BE MADE AT THIRD POINT OF SP(1N WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR 13EYS UNLESS 1. PANEL Tt I I r'l1l4F;3Ei EH(ILL mi, f1J SHOWN ON Ti11. 1)RAW Ihl(;. OTFIER14I SE SHOWN. ALL CONSTRUCTION' JOINTS SHOL_L. DE AS APPLICATION St 1(lU. ELI. IN AC:CORDoNCE WITH RECOMMt N- DETAILED OR AS REVIEWED BY THE ENGINFER. D(1'riONS OF 'm Er A'IERIGAN PLYWOOD AC3:JCi[;IAri[1N. ' D. ALL CONCRETE WORK -AND REINFORCEMENT DrTAII_TNG SHALL_ BE 2• EACH PANE1. SHO'L L SEF fDENTIF IFF) WITH THE GRADE- IN ACCORDANCE WITH ACI BUILDING CC1DE 31E1-83. UNLESS TRAINDIARK Ol-- THE AMERIC;(1N PI.Yt-A-101), (1SSOCIf)TION AND i SHALT_ NF ET THE' I:F(:.'U C RFMFN 1'S OF U. S. PRODUCTS I NOTED OTHERWISE ALL EXP'OSEn EDGES OF CONCRETE WORK • ' SHALL HAVE 3/4 INCH -CHAMFER. USE STANDARD HOOKS UN `.f(INDORll PSI, I.AFES't LDTTTf1N FOR PLYWOOD. 01-L DOWELS UNLESS OTHERWISE NOTED. 5. REINFORC=EMENT: 3. F nR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEArHING ,�.,�•� NAIt_ED Ar 6" O.C. ALONG PANEL EDGES AND AT 10' t!'•%✓ Vp i ALONG I NT ERNE D T ATE SUPPORTS. A. ALL REINFORCING SHALL BE HIGH—STRFNGTH DEFORMED BARS v�i E CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS 4. FOR ROOF LJS1= .ilfl' T&t1 48/24 Af='(1 EXPOSURE I :THEE) m— FIND PLATE ANCHORS WHICH SHALL ELF_ DEFORMED BARS, ASTM— ING NAILED AT G" 0. C. ALONG PANEL EDGEC, AND A-r 1,'-'" Ft194-CR j DES I GNAT I ON A615, GRADE 40. ALONG 1 hl TE:RME D I f1 TE SU€='POR 1'S. ---�+--- F'•1•�� - ;s B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL 5, EXTERIOR t•JALL_S SHALL. HAVE 1 LAYER OF 1/c"' FY,r'[1SUrtf: EI ' BE LAPPED ONE F=ULL MESH AT SIDE AND END SPLICES AND I SHEATHING NAILED AT 4" C1. C. ALONG PANEL EDGES. 1 WIRED TOGETHER. !;. DIAPHRAGM SHEATHING SHAT-L E•1L THE THICKNCSS SElOW 4 Plr'�PNR-•d�t'1 Th'PL °-1�tC-•� � To SY'a?�t-1 C. POLYPROPYLENE FIBER REINFORCING SHALL HAVE FIBER LENGTH E�P�►1'151C�"1 T.'-t-iK 1 ' 1�h1 PLANS t•JI1'll "HE FACE GRAIN P�Rf�'k:'hf[)I13W..AR 10 COORDINATE WITH AGGREGATE SIZE AS F'E'F2 MANUFACTURER' S • RECOMMENDATIONS. AMOUNT OF FIBERS SHALL BE A MINIMUM SUPPORTS WITH END JOINTS STAGGERED. � ` OF 1. 5 LBS/YRD 3 OF CONCRETE OR fHE AMOUNT RECOMMENDED BY THE MANUFACTURER WHICH EVER IS GREATER. 7• INSFAL.L SUITABLE EDGE SUPPORT BY USE OF P'LYCLIPS, TONGLIF OND GROOVE PANELS OR SOLID WOOD 13LOCKINC3 d L BETWEEN SUPPORTS. D. REINFORCEMENT PROTECTION: � E. PREFnBRICATEll tJ00D MEMBERS SHALL E+t= 'fF1E TYPE NUTE.0 ON PEPS, To FI..GYl� v G 1. CONCRETE POURED AGAINST EARTH 3" THE DRAWINGS AND SHALL BE nG MANUFAC=TURED BY TRUSS ��'°`IW' \/AL , JOIST G�ORP. ALTERNrt-FCS SHALT_ BE REVIEWE=D BY THE ENLJI-- 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR NEEIR. sVpiL�p plf t�7`����YL'} EARTH . . . . . . 2" F. PROVIDE_ BRIDGING PER MANUFACTURER' S RECOMMENDATIONS. 3. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" UNLESS OTHERWISE NO-ED r)N SrRUCTURAL DRAWINGS, WOOD T{(LISSES SHALL_ BE DESIGNED TO FULFILL STRESS pL1t`ZP(.It�L� e� E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS S ' DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP REQUIREMENTS AhfD /C)ft LOADS hJ07ED -ON DRAWINGS. .,FLOP 4- GpNGI�t✓-t E. DRAWINGS SHALL INCLUDE CALCULATIONS AND DEAR THE' S'rF1MP ijUPPO1Z'f MOM SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR OF A REGISTERED Et`1L;INEEFt, DIAMETERS UNLESS OTHERWISE NOTED. MA14E ALL BARS CONTINUOUS AROUND CORNERS. POILER PIPING SCHEMATIC.,, NO SCALE _ if i r' a 84'-10 , 12'-5 6'-0 I 2'-6 X 2'-6 X 1 '-0 1 1'-8 1 1 1'-8 6'-6 I 12 -6 I FTG. W/ 3- #5 I (89'-O) � (89'-0) (89'-0) EA. WAY (89'-0) r-_ WOOD COLUMN i�,`� I --- 1 � � t ------ I � �F 1 I i,�� 1 .— _ W/ SIMPSON PC I I -----�--T -T---------------•---1--ttr'-r'--------------- -r-tl--I ------------- •r-t T- COL.COL. CAP ® TOP I 2'-6 X 2'-6 X 1'-0 --- 2'-6 X 2'-6 X 1'-0 2'-6 X 2'-6 X 1'-0 - FTG. W/ 3- 5 # I .y FTG. W/ 3 #5 EA. WAY # EA A 3- 5 2 ° vi •... I i i EA WAY 5 as -, --}--i RE: PLAN O Ir;-------------------------- ----------------------------------------------------- 1 1m - 2 --------------------------- ;_O -------- -------------- J ' I I i 1 rz'-6 X 2'-6 X i1 '-0 C I I 1 1 FTG. W/ 3- #5 N : I I I 1 EA. WAY I SIMPSON HD2 - 1 I I I _ I I 1 I I 1 i (OR EQUAL) W j � 'alp I I I I I 5/8" DIA. � m m , 1 I I EXP. ANCH. & _ I 1 I o WALL STEP oo 2_5/8" DIAX 4" 0 � � RE: PLAN REINF. C r• U ,o I 1 r I I LAG-BOLTS RE: PLAN O A a (89 (89'-0) TYP. S1 (89'-0) 12'-0 12'-0 12'-0 L--- , 1 O 1 _ I , ` I - --------- 1 ��� - -------.-.---- - 1 -- I I ' -- SECTION 1 0 - -------------�-� }-T -----------------T--t_�--,- -- -.1-� '�_ 1 , (95'-6) (95'-6) - I E 89'-0 1 3 4" = 1'-0 Q: co ' i._L .Ii (89'-4--L J �-- I I WALL STEP --i-i I ( )I / 2'-6 X 2'-6 X 1'-0 2'-6 X 2'-6 X 1'-0 2'-6 X 2'-6 X 1 '-0 I l --------------I — I ----------------- 1 . ' —1-------------------- - I 1 i 8" � FTG. W/ 3- #5 i FTG. W/ 3- #5 FTG. W/ 3- #5 I 1-- f -T- -T 1 t zo EA. WAY EA. WAY EA. WAY 1 I I `-- j #3 TIE 0 9 1 2'-6 X 2'-6 X 1 '-0 2'-6 X 2'-6 X 1'-0 I I o 2'- X 2'-6 X 1'-0 1 I � FTG. W/ 3- #5 � FTG. W/ 3- #5 I 1 WOOD COLUMN FTG. W/ 3- #5 1 I EA. WAY EA. WAY 1 r---- J EA. AY i S1 I W/ SIMPSON PC � I 1 COL. CAP CAD TOP WALL STEP i 1. 16„ 11'-6 11 -6 8��1 12'-6 11 3 � WALL STEP I 1 FTG. STEP �- FTG. STEP CD SIMPSON CB 3" (95'-6) [91'-61 -------- ------- --� I - - r --------------- -------------------------------- -------------- 1 ----- _ 4 2X6 COL. i I I COL. BASE I --- 9 I- ---- 1 j #3 TIE ® 16" 1 1 1 I ------------------------- ---------------- --, -- --------, 1 g 1 ( [g5'-9 3/4] 1 1 RE: PLAN r----- --------------- 2,.p I' I -(91 -0) 1 1 1 t I , WALLSTEP 11 I I 1 L--- r--------------� L----------------- ----------------------J L----, 1 I I I 1 cD 1 I 1 1 I r---- ---- , ---- -------------- 1 (99'-9 3/4) 1 1 I I t I ,� . 12 DIA. : FTG. STEP I I `� t I O l , I I 1 2 1/4 , 100'-0 1 N�-I THICKEN I 1 PILASTER I 1 I 1 � 1 ..I I I 1 1 I G� t , � I 1 1 1 ( „� I - 4 o I I 1 1 SLAB 12 I 1 1 --- - ------J in 12" SLAB I 1 ( # r------ , '- I I BOTTOM 5 1 I 4 - 4 X 11'_2 1/2 S1 I 1 1 3 I 1 1 2 1/2 I I RE: 1 1 6 6 X 6 6 X 1 0 1 STEP 1 24" 1 ) I 1 1 1 1 OWNER I I FTG. W/ 7- #5 EA. W Y 1 99'-9 3/4) 9„ RE: PLAN REINF. ( I I - _ t 1 1 --[-- r--�--, 1 ---[91- 6]-- I 3'-0 X 3'-0 X 1'-0 1 I I I FTG. W/ 3 # 5 -T , � i t [95'-9 3/41 RE: PLAN ! 8"1 ----- ------ --- -f--�q---�------------------I--(I ---l---------------- ---I rill, ----------- -� EA. WAY d- 1 I I (98'-4) 1 1 I I I I I FTG. STEP 1 - -- _J , 1 13'-2 SLAB I SECTION 2 I 12'-6 X 2'-6 X 1'-0 --- 2'-6 X 2_6 X 1'-0 1 STEP 1 I iv 3/4" = 1'�-0 F77 I I FTG. W/ 3 #5 I SLAB 8 TYP L-----, t t FTG. W/ 3- #5 I 01 I 1 ' EA. WAY 6 STEP I I 1 - EA. WAY I 99 -0 99 -6 I 3'-0 X 3'-0 X 1 '-0 1 1 16", TYP. t I FTG. W/ 3 - # 5 1 1 8X8 COLUMN I I EA. WAY �D 2'-61 I I 9 6 1 I I I '-` I 1 WOOD COLUMN 16" SQUARE ¢/ ; 1 11 -6 - ------ ------ , , I _ 1 ° 9 6" I I W/ SIMPSON PC ISOLATION - 99'-6 S F I 6 9 � gg,-0 I 1 COL. CAP ® TOP PAD � � 1 in 8„ 1 (95'-6)I I 1 I e`p L-- -_J N o0 1 I M I -' (95'-6)I I I ----a------------------I ��G (98'-4) 1 1 t- --------------f-- ----I----------1 ---- , I I WALL STEP I I 1/2" ISO JOINT I1 i 1 �O S1 --- ----------, t 1 WALL STEP 1 1 I ( - / ) r I . 1 � , I I 99 9 3 4 ti �_� JI/ R EPLAN 9 2'-6 X 2'-6 X 1'-0 I 3'-0 X 3'-0 X 1'-0 ---- _'-01 1 I 1 [95'-9 3/4] I I I FTG. W/ 3- #5 L________-- - FTG. W/ 3 - # 5 qL 1 _____--J - 4-3--1-- 1 4" SLAB ON GRADE EA. WAY i 1 EA. WAY F� 1 i------- N - I I -- ON 4" GRAVEL B 6'-6 X 6'-6 X 1'-0 I I 5 1 FO 1 I 7 -0 6 4 O ° ° o ° I I 1 FTG. W/ 7- #5 EA. 'NAY I I I I I 1 1 I I 1 _ _ _ _ _ _ - _ _ 1 1 I S1 I 1 9 _ I 1 I G• , I in i� ' I 1 1 I I I 1 „ c�0• , I t T I I 9 I I I 1 I t ---------------J I I 1 i 9 I I L__.,__J ____ _J 1 ------(99__9 3/4)------------------------------- I (98 -4) I I r- ------------�--------------- l N �. , ------------------ I 4 (98'-8) SIMPSON HD r- 1 1 I I 1 1 (99'-9 3/4) (98,-8) WALL STEP I ° ---------------------- ----------------------------------------- I ------ - - J I I (OREQUAL) W/ I. , I r ------------- ---- 98' -8 ------ 1 1 � "� _ 5/8" DIA. X5" 1 I 1 I I 5 I I I 1 I EXP. A C ��,� rrtrrttrr,, I 99'-6 9 I I I r---- - ----------,-_ ----------------------J o RE: PLAN REINPLAN 1 I 2-5/8" DIAX 4" ,t�. p®11ALD �or�s y o I t ,� t t WALL STEP 2 0 LAG-BOLTS 6 I 1 a 9 • e s SECTION 3 °•*� - I I I WALL STEP I I--------------------; 99'-0 = e 1 9 2'-0 3/4,1 1'-0 18 -0 I --------------- I 1 SLAB STEP I I I t 3 6 Jill 1 G urn a�,ybe '! L_______-___J I ti WALL STEP I I I 1 99'-0 1 1 1 I I I I O� ��, I r--------------- zo 7 1 1 °` 98'-8 1 i �� �� I I DATE' L -------�-----�---J G t 3-7-89 I I (9W-6) , t I t � 9 ` 3'-2 WALL STEP 1 I I � FOUNDATION PLAN I I 9 DATE: 3/6/89 SCALE 1/4" = 1'-0 op 1 I I 1 00 a 1 1 I I I I 00 I i ALL STEP (98'-8) _[95__9 3/4]WALL STEP ( N I I SHEET � _ ------------------------- --- ----- ; FOUNDATION NOTES INDICATES TOP OF FOOTING ELEVATION. 2. [ ] INDICATES TOP OF CONCRETE FOUNDATION WALL. -g 16'-0 1'-9 7 7n:\ 9'-6 19'-6 2'-0 7'-0 23'-6 16'-4 SOT 2 Gi 18115 � � Y��i�i� / r t7 ✓�1(�TIOt4 GPLIr,t F!� \ 1 \ ` \ 9j tl tl Zr Gpt . GLJ,ar Pj• f'3 D 4 P-1 I4?I r4(, rt�►r, �iLJ� G'1'�z�Gr- 1i P7 P! �. rLA rj 6,r, 7 J So LJ Lo pLrltAE GJ�rr�1T Zv� ,� avr4TPl � �\ °o � 1 Gar�r4 or 4 r4 Jl4I�''(�� 't AJco Ig I4j-, 15- 1:r � • � �.vw�-Prnv rL�l� � , ,I ,' ' � \ � ����r-I �2 GLJt-i�) `-`. �� ' r'dTEr-�TILL� F�Jt°{•IGJy�f' JPGIGr�pr�li �i r ,I F v 111 , \ � "� ,, ,, `°. `•. �• �-- �'ELOfiPT�IJ tiT�-rrrc� � l,r \ 1 ro(Et�TILLi' I aaL-9��-ro \ r2 r r G TI O.-I o n �-I�1 Pty L Lf r4 vJ -- J t i � I �J GO�rin t i PL('I rP;,; I l' , �'� ��JL��� rl.r.;.�rr'�L`r�T PLVr�v �•T�ePr1 AL -JOT er-i 2 v -rf4It r- rL/-r4Tlr- 6, -�... ,._ � t, _ ' \ pj�, hJ• �" t�:CC1 ;'�'.(` L/r-1f7',GP['C PFlit•11?t'GT. .. ' I t�i � • / � ,emu � ' _ - i . , i �J�o rlla� - /''/ I t<i�Gt-► 12v� ' _