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Heatherway Apts. (Bldg. 1 - 26) 46056 - 46082
STATE OF FLORIDA DEPARTMENT OZF COMMUNITY AFFAIRS 2S71 EXECUTIVE CENTER CIR E. EAST • TAttAHASSEE, ftOR1DA 32399 �MARTINE2 March 23, 1987 THOMAS G. PELHAM Mr. William Gauchat Vice President Cardinal Industries, Inc. 3701 South Sanford Avenue Sanford, FL 32771 Re: Residential Renewal Approval based on the 85-S.C.'s with the 1486 Revisions Mfgrs, I.D. No.: CII-33 Plan Approval No.: 87-83-R-B Series 100 Apartments Dear Mr. Gauchat: I am pleased to inform you that the Department of Community Affairs ,has 'granted -renewal of Cardinal I-ndustries' approval to continue manufacturing Series 100 Apartments for installation throughout the State of Florida. This renewal is granted pursuant to inspection of your submitted plans which were found by this Department and your inspection agency to be in compliance with the applicable codes. Provisions for resistance to uplift and overturning are approved so long as the unit is tied down in accordance with the approved plans and specifications on an adequate foundation. ' A copy of this letter must be attached to the approved Plans when making application for local building permits. Sincerely, eawrence H. Jordan Planning Manager LHJ/jf EMERGTNCY MANAGHNENT HOUSING AND COMMUNITY DEVELOPMENT . 94304J1ICE PIANMNG AND MANAGEMENT 12% ARNA JNDUS HJ�E-4* !INS RPORATED 550 Fairway Drive Suite #107 DeeF-fleid gench, Florida 33441 (305) 42&.100S Mr Ray Kessler Building Department ST. LUCIE COUNTY 2300 Virginia Ave, Room 201 Ft. Pierce, Florida 34982-5652 1 APARTMENTS / INDRIO ROAD Attached is the third full set of Master Plans for the Fire Department that you requested. Keep in mind that Cardinal Industries is a Manufacturer of Modular Style Buildings, all buildings being permitted, will bear insignias of approvalpursuant to Chapter #553, Part 4 and comply with the require- ments of the State of Florida, Department of Community Affairs. Each 4 modular unit is constructed pursuant to the generic plans submitted y herewith, we are not authorized by the State of Florida to make any changes and/or revisions to the generic architectural plans without express permission by the Department of Community Affairs. Should you have any questions regarding our State of. Florida approval, please Mr. Lawrence H. Jordan, Codes Program Administrator,(904) 488-1516. An approval letter from Mr. Jordan is attached for your review. It is the intent of the Manufactured Building Act and the Rules and Regulations that apply, certain areas of responsibility rightfully belong to local government, i.e. St. Lucie County. Stich areas for your review are: local land use and zoning requirements, local .fire t<. zones, building setbacks, subdivision control, as well as review and. j regulations of architectural requirements. Additionally, service connections, i.e. Electrical, Plumbing, etc., and foundations accom- plished at the installation site shall be regulated by the local building authority to standards adopted by that authority. Should you have any questions regarding our submittal, it -would be our pleasure to meet and discuss the project Thank you in advance for your prompt and speedy attention to this matter. J .u,.YBs eXw P j$i ° 4 t vd 3 ill `, ya �$ +Fl. pI�_� Ut � F i.. %a Ai- �5"•� w. .d.... � lSii �. n G. � ln�i` yr �a�*�S`.i `ghrj 5 .. a .. ass' f1W IS a3 Y i { N Ili H 1 ;I 4 ry rX e,n kG^`,i"hil' Y =:f- tt a �. d i?` i i� i� �., i " Fia uv F 7 v bs71 n— �- 'ys jf � 'M13 fih i s CIA u H Z i u Y. �. .i . 13 LAFAYETTE HILLSBOROUGH PINELLAS — SARASOTA-- CHARLOTTE FLORIDA WIND ZONES a WIND SPEEDS CWSTAL BUILDING ZONE GUIDELINE (110 mm al ms, 1. Till WASTAL BUILO]AYIG 2IM IS 14"TED 1500 F(SW OR FEET FCOASTAL $ARRIER EET IsLAMDB) LAmARD &ROM THE COASTAL OWS"MOTI4 CONTROL LIKE. THIS LINE IS E3TAi1,ZSRgp.JW 214 *Upj l 7 or 4TURAL-U30URCSS. 2. IF A COASTAL CWSST'RDCYION CONTROL 110' Ra liUT SIn I$tAA * r. TINT COASTAL WILDING ZOINA $STALL BE TEE iA1N AREA S1gAiiARA OF TU MOST LANDWARD ULOCITY ZONE fS^Zttl 3. s ..i.INX E83`A,llt.tMD -ST TUN FEDERAL AGENCY AND swo ON In FLOW � _1pL+(3ftI0A KEYS ARX INCLUDED H. ALAN TAYLOR 4936 OLENTARGY RIVER ROAO C0pyt19ht- 1987 BY CARDINAL INDUSTRIES tWC. "7n RIN 90 MPH BREWARD 100 MPH 110 MPH x r 1. GENERAL AND PLUMBING CONTRACTORS SHALL RIMER TO SPHCTFICAT'IONS. 2. ALL SANITARY AND WATER LINES SHALL BE Ili PLUMBING CO>aTT&ACT. a` 3. GENERAL CONTRACTORS SHALL *fJPFI Y AM INSTALL ALL POOT'INCS, FOUNDATION WALLSO PIBRSt -> � SPACE MATERIALS, ALL CRAM. SPACE VENTS, AREA WALLS, AIM GWLIRPS: 4. CRAWL SPACE ACCESS DOORS SHALL. BE SUPPLIED BY GENERAL CONTRACTOR. S. TERMITE PROTECTION. SMALL BE BY SOIL TREATMENT AS DELINEATED IN THE STANDARDS OP "" E � PEST CONTROL ASSOCIATItI. "^- 6. 2INN SIZE OF PIER, FOOTINGS 18 Bllk$O OR INDICATED SOIL BEARING CAPACITIES *TAILS THIS SIfET"). W R4 TIN SIZE PENiMSTEB FOOTINGS IS BAR" ON 2000 PSF SOIL BEARING. THE GENERAL CONTRACTOR 8H m >vOYF(iuu MOILS A ENGUNU IF THE BEARING CAPACITY OP THE SOIL IS LESS TUN 2000 PSF. . 7. CM SCREENED ACCESS DOOR (2°-4" x 4'-0") AND TWO 81° x 16" FOUNDATION BJ.. VENTS ARE REQUIRED FOR BUILDINGS NITR UP TO 4 MODULES.. AN ADDITIONAL 3 MODBLES 14AY BE ADDED VAp TSE USE 0,P An ADDITIOSAL SCREENED ACCESS DOOR (2'-r : 4'-04*) OR Wz ADDITIONAL MODULE MAY It ADDED FOR EVERY THREE ADDITZONAL S" x 16" ATXI* BLOCK UM, A VAPOR SAUTER IS NOT US0 OS T CUAVZ� SPACE FLOOR.' TIM BLOCK VENT SHALL BR LOCATED 2'-r Psm SEPARATE GORlf3SR. 8. TWO LAYERS OF 15# FELT S"P,3,L SEALER SHALL U PLACED ATOP ENTIRE PERIMETER FMRDATION WALL. 9. BOTTOM OF ALL PERI1Q = FOOTINGS SHALL NOT BE LESS THAN 1S" (100 - 115 MPH WIND ZONES) OR, 12" (80 - 90 MPR WIND ZONES) Allo W ADJACENT CRAM AS REQUIRED .ly GOVBBSING CODES, WRICHEV'ER IS. GREATER. 10. FOOTING CONCRETE SHALL NAVE A MINIMUM 28 DAY CONBRSSSIVY STRI T'R OF 3000 PSI. EQUAL EQ �`- _—--- - EQUAL 4L W vI N: a o_., o. 0 0 o 0 0 -o QI W' 28„ - (3000_P.SF ).__ _ 2 9 ( 2500 P S F I (2000_PS.F) , PIER a FOOTING PLAN SCALE 1 3/4- . 1' - 0 - SIZE BASED ON SOIL BEARING CAPACITY) FACTORY BUILT APARTMENT MODULE \ i 4"x8" SOLID CONC. BLOCK CRAWL SPACE CONC. BLOCK FOUNDATION WALL BRICK OR STONE FACE ../ METAL WALL TIES (32"n.x16".L) WEEP HOLES,48"o.c FINISHED /GRADE ALTERNATE END WALL CONDITION SCALE 3/4 . 1 -0 a" enl In Rlnrr a I u '116 x it, C a �BLOCIC PIE A, - 1 PIER a FOOTING ELEVATION SCALE ; 3/4". 1' - 0" CRAWL SPACE 1-11 4'-0"w x2'-4"K MASONRY OPENING SCREENED — ACCESS DOOR FACTORY BUILT APARTMENT MODULE /ACCESS WELL GUARD 1 BLOCK ACCESS WELL j r CRAWL SPACE ACCESS WELL SCALE: 3/4% 1' -0" 4" CONC. SLAB OVER 4" GRAVEL. 3"0 DRAIN OPNG. SLOPE CONC.TO - OPENING. ITEMS SHOWN ON THIS SHEET ARE NOT PART OF THE INDUSTRIALIZED BUILDING APPROVAL an wpm so IRIP'LIo'm w aE amok wow is u4rwa a E. NA Una. rranEe. 40 rO91 1 WIPER Flow . WW s Owasso R b wee: is raw Cn" w mu It ewMeEgR MN Emma a um ttemtA AR/ wwar A eR1YiL.,lr sspesrr s at Era 4 as NitEt sw sac r"tatt awwsxa ar tit 3Frala,^. I REVISIONS SHEET NO ARCHITECT SERIES 100 MODULAR UNITS MARK DATE IFLORIDA' COL13M8US, OHiO CARDINAL `i GENERAL FOUNDATION NOTES AND DETAILS M ADDRESS DATE tSSU#1 h I 2. sx^s qu 4 r� 3. �� 3 wind loads. If rebsrs are required duo to footings shall be increased from 6" to g".,u� 4, Must be Increased to stone veneer and if psf soil bearing capacity required. If 3000 psf soil bearing capacity is achleva F` the 6" x 12" footing with brick or stone veneer is sat`` NOT f 5. Pier pads �r H. ALAN TAYLOR ARCHITECT�'� 4935 OLENTANGY RIVER ROAD COLUMBUS, OHIO��= a 1NAL. WMXM"M :- ( Copyright: 1987',., , BE USED 9 G ® m '�' F 1 k 'fl Do ,> e' Ali I h � �r a M1 � 1 €1' l , H. ALAN TAYLOR 4935 OLENTANGY RIVER R0) opyri9ht: 19 r- 1' GE TO FOOTING '*ESIST SLIDING t OVERTURNING) SEE DETAIL. NOTES A DRAWINGS 0 ANCHORAGE- TO MODULE ONLY (TO RESIST SLIDING ONLY, ANCHORAGE TO FOOTING NOT D) r... m r QETAIL NOTES; t t, 100 L F' II I p5+ ,w.^r'?'�' ': "I '' ' . , ar Yea t .➢nµs,., �° . . i r e qi ., axtw�i .•#x,:i.,,. _ "'i Nb '"��-d:-... rd3',+�r qvi s,. %' . -`€. 4� „ a (41 1/4" i 21/2 LAGS /It ENS 1114 ED) o I ( '' 15 yg+��� l h a 4i e 7 10 d� y r M .YY y M dd � x *3iY < -a u. 'Hy�K i yi �a)qk N4ati it � � r I�--Aw 11 [ S v CRAWL $ P 4 C E 1 3 rx''+.x.XP .r<` ..L'x u(.i k:s s ri x t . kkMa � r - r t ♦-,ter { I .�,„ 1 �} r_F �' � a �xa .T �;F#� � ¢ �' 1 rc ?_W. S 5} .Y Md- Q `a 'T rfi h � l � �. >•'a 94 ' r c � .znn tb'3. ti € i �� � ii` f: y rx f9�a� - � �, < ' `� `"" ._ �� �,�xS�,�>r� b �` 3 o u � 4T ,, v � Y .� "`u 'L �, � � F •r .' I, � a J k ..r x�y+. � rt <, Y x d `'k' .'<.-`si °"r.;'. ;*r .r r ,,.:r- _. , _ ,?t,� �S^,%1 G rv. - h S� M..r � -. �. %f-.. : " .df. ,:_,.v`xti ,. $$ „ n. ...> x G•.: .: ,t+ ;,.+ s.f ,y^ iFs `ax >, `,i','#§. :$,•~.. .. .. 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' I7S EXPRESS WRITTEN PERMISSION. .. � Tr r � 14 L cHiTECT SERIES 100 MOD US, OHIO �. }Ids i IYX >.i. , q Ea �. 'T � L q. + n g A+ €.p✓ i q. 4 dY Ye C � 5 CARDINAL. FOUNDATION 81 ANCHOR DE . MouSrnIES M+coPwMATED u A ANCHOR SYSTEM �T TO SCA fi H ' k i ry � � � + . �',, ^� Y a2` _ ' '• G .. f ,. � $ J dA. 'fL�u "A%.� ^ 'lipR 33'�„ ' n " u& L,g. _ � w.+rV°� »c i Zx,.n.. a`$' �""�; '� .q �,,$�.�d x#aK,''dM'-�•E �`s '.raT" x a � x I'{�i r"y*�° t X j i yy y S i tiA kf Yk c= « �M .. f. -- ��5" ::. qy ¢ `x :. ��v 7 '. `` P •;^�' .n,3a ��-• § �, nr 1 "� +, . �.F '6"� @F41� m`P.i'FI -. `M f b:� Y' s ,t §' 4L� +€ a4'4Af dM r'� I& ? 3 }r "'z >: '`(` r i%"4 s #'' t- w e 5 # "4'Y. ".'° 1 5+^.? ' N y n'F rEe M', �:. � ✓, Qt9^ !$ie . wa g^ ,"� s� 'k'd'�y+�..a $ d h S V r _a :=..n 's.. �".#�.:. .,.,�¢ d hpu� 'tS', m ,a r �.h f rea•�� �'` `R. ,t � � k" 'i: '#. '`� a3w� g 4 e '°s, m'S.` w t ry'?,;,: ..r... 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Jff, n+��"+''"ma ';fir,, t„m.ti.m...a,�..,ervelekL vuvae. ,, .x,-r,�*. ea., ...b+a.> .., �u.... �i`.+�.rl-� A a rya + ;du�a H k ININ "m'� r $+'F''y� ✓xi' `a'�: `je'° wV' �.� ,�. K � n �. z .r v .. � x S 4.". }„t c "�k Kin Ta` 's"r""'1 "t yr 'lit I¥�. x5,.� �r-krt ''� W x Y"R oil! . 0 �I _ Y �� Li 4. S >v P 1.M1r y z • . F t• ti� I we '4 �" � � ,e AE $ 3 SYSI -...i v .�,t AIL y, s IF! t yy„ "aL a W 9xP ro `rs WAR* R*yy' r r 1 /4 x 3 x ANGLE. 7 e: METHODS OF CONSTRUCTION 1. Bottom of cable is wrapped around rebar in footing 2. FoAting poured, block laid. 3. Top of cable is slipped through eye bolt while 'top °bolt is held 3/4" above top of block. Cable clam {applied and tightened. This procedure approadmaU length of cable. 4. Anchor plate and nut is placed BUILT MODULE s ita CAP Y P w MW H. ALAN TAYLOR ARCHITECT p� 4935 OLENTANGY RIVER ROAD COLUMBUS, OHIO Fcopyright: 4987. M"5 REBARS 010,1 .4 REBARS {80 li CC NTINUOUS K/ LAP. I f'-S' MINI =.I s OUNDATION" FOOTING REB \4 t 80 • 100 \5 Q 110- 115 CONTINUO LAP are g holding resist is tigh in 1 1 4"SOLID MASONRY \ I6 .1 �1 3 V IN � tiey�. �. .� �•Y 4 a .J�v.. OUT ITS AND yryi u 'i 1/2" STEEL PLATE 9/32 RADIUS 4" SOLID MASONRY ` 4" SOLID BLOCK MASONRY 4" SOLID MASONRY BLOCK BLOCK o ,J{ n + 8' BLOCK 12"W16" CONC. r BLOCK Wo PIER - j c / .� .,� 12" ■ i6" CON ^I _I ' I GRADE 40 REBAR +5 ,i �, GRADE 40 REBAR PIER 80'110 MPH --/ f. ¢ i C(a) 100 MPH .-�`------�`-- I r" 3.. " nq 113 MPH _ _ 4. }, _ O W 300 -- p - 70 —_ �... _ GRADE 40 = .+ T... >I Y *5 aD 80-I10 MPH r- __46(ID 1/4 l- 115 MPH 17 N DIA. 9/16" DIA. 3/4" 3 I FTG. RE8AR +4 (q) EIO- 100 MPH / FTG. REBAR . _ #3/4` 4 1/2" - ------ -45 5 (k I10 115 MPH a 110-115 MPH CONTINUOUS w _ =eSTEEL ----- - CONTINUOUS../ C-6" LAP ANGLE, 5" LONG . C101119wto 67 I'-6 LAP NOTE. ~ AT END WALL CONDITION DANK VW IML ROTATE ANGLE PARALLEL TO JOISTS. PLAN E I _ DETAIL C2 C3 SCALE 6* r'b — - SU"LE 1/9i' 0" C-4 P AN C 5 SCALE 1-0- ANCHORAGE TO FOOTING (TO RESIST SLIDING i OVERTURNING) SEE DETAIL NOTES i DRAWINGS ANCNOI K IS W" gLT (TO RESIST SLID= OBIT, IIMC111�NIE TO FOOTING NOT K4VIR") SEE DETAIL NOTES i O WIM ANCHOR TYPE `ICI METHODS OF CONSTRUCTIONt 115 mph wind - (14) N 20A nails (.192" diameter)/strap 110 mph wind - (12) N 20A nails (.192" diameter)/strap 100 mph wind - ( 9) N 20A nails (.192" diameter)/strap 90 mph wind - (12) 8d nails (.131" diameter)/strap STRAPS OCCUR UNDER VERTICAL BATTENS AND 80 mph wind - ( 5) 8d common nails (.131" diameter)/strap EXTEND 3'-0" UP ONTO MODULE OVER STUDS i ` CORES OF HOLLOW BLOCK NOT FILLED. STRAP IS PLACED SIDE - _ WAYS IN TOP COURSE AS TO OCCUR IN MORTAR JOINTS. �-- 1 1/4" GALVANIZED METAL STRAP 10 GAUGE 100 - 115 MPH 16 GAUGE 80- 90 MPH (� i �4 (40 80 100 MPH. 05 (a) 110'Its MPH CONTINUOUS LAP DETAIL MY OMM95 AAEWI9ERII9fKTELE iMIRLIGTES K TR w isf ut ~01s As naoiuEy Mr I SCALE 1/4*0' .. uAM rrtl.a, A9C1 MCT. "M 9LE.TAiS 9IREA MUAM. arm. b IC. �MWMTStWILL To MIS1,a, RffiCTIEA BE REPAIRED. WAY WMWIM9S WILL RESULT It A 9ELEAM W LIAE1LM 9M ANCHOR TYPE "D" T PART a TIE aSIM R90nSSj9 (S) AID..0,AME Y fMTIOM PAETORT_WILI EXAM HATE ARPWAA. AN(:HDRAGE TO FOOTING (TO RESIST SLIDING i OVERTURNING) WARNING SEE DETAIL NOTES i DMMINGS THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS ITEMS SHOWN ON THIS SHEET TRIES, W- AND CAN NOT BE USED WITH. ARE NOT PART OF THE OUT ITS 10040M VMrMm PERMISSION. 8'o'MTRt UJM BUILDING APPROVAL H. ALAN TAYLOR ARCHITECT SERIES 100 MODULAR RE V ISIONS UNITS MARDATE SHEET HEET HEET NO. 4935 OLENTANGY RIVER ROAD COLUMBUS, OHIO ( A 1 [*CARDINAL.. FOUNDATION ANCHOR FA4`5 IINDUSTIRNEGOOMPOUTIED NOTES AND DETAILS © Copyright: 1987 SET NO. f OWNER 3 /02 /1987 By CARDINAL INDUSTRIES INC ADDRESS DATE ISSUED HUEro - K„ �^' WIT" OPTION Y'f �' :LLY s% a X C AT HE DRAI,X m+� ✓e� !fir^ r %'t�' w), DRAIN f ��sr ate• + ®c Sit 5 will D, 7-7-4 ., C It 4 Sit m L LIVING', , REA O Copyright 1983 . s �—•- CARDINAL INDUSTRIES, INC. AC PTA.C. W"W Ia' SNILt K Wr i----1 METAL 2-303HONE TH"n D I I -w+s suowG WINDOW (OPTION) It%103/4" STUD/ STUD J' O LIVING AR 0 Copyright 19*> _ By , ,CARDINAL INDUSTRIES, INC. 13 A� �3 3.5 PTAC 12 Tj L 7 t3 WILL WILL N m t I j'srl' g lg ACCESS; I(�"n,',C';' t` LADDER y I tw ::. tit--k1_1-, �y -p 1 I 4 p `x 4' 0" PARTICLE BOARD OPTIONAL AREA ABOVE SCALE 1/4 1'-0" a Y z T O V — � <r yyi • p i W tl r V $ A f v i aA J i Z - mu. 51 If O Ru �-LApbER'OPffI1N6 � t uT!LlTY D W 11 a_ a - HWT 2S X4a E4ECt P MEL '. S ACN- w - - WED. CA{ \I I I 3'8S" i fi-O" PARTICLE BOARD (TYP OF 2) • DATER DUCT THAOUGH CRAWL SPACE 3° of r f BATH CAN I --METAL OPTIO STAIPPE--ACCES AI ATTIC Acc[s j' a :Y' R sa' SN� a R00 o ; I SH-- -ry Sy!9F r t' R YaRaf I ? I n.•uR• CLEAR 'T. Copyright 19C? BY I ,ARDINAL INDUSTRIES, INC. BO j BEDROOM a G"A a" DUCT -I N. Y.A C. 4"A 10" REGISTER 3450 bI M WINDOW I - •044 4L IOING WINDOW O►TION ) i 1 I I'- 10 3/4' STUD STUD S♦ I MODULE (BDD) SCALE 1/4" 1' 0 MODEL DESIGNATION <BD> MODULE INSIGNIA LOCATION FLOOR PLAN H. ALAN TAYLOR O Copyrfight 1983 BY CARDINAL INDUSTRIES INC ARCHITECTS COLUMBUS, OHIO PULL CHAIN 12� LIGHT ABOVE I— --._ - ACCESS -4 LADDER OPENING 11 �i 12 UTIL�Y ONTIN I WASHER) a 8-10 1 15 i 7-9 ELECTRIC PANEL -�- --J RED CAG ABLE PTACL[ - 12 12 - -12 \ ---- I WALL FAN II 1 12 BATH / zl� 12 Q Copyright 1983 CARDINAL INDUSTRIES, INC. 12 BQ `�1z 12 BEDROOM PHONE 12 14"A FF MODULE (B SCALE 1/4 I'-0 ELECTRICAL PLAN OPTIONAL ACCESS LADDER -_T---- —Tr ---- _ IS - CEILING EXHAUST •ULLCNA IN 1 t2 I , FAN ( OPTIONAL) L IONT I OPT), r I IY I r I --TT I - 1 12 LIGH.Tt I I 1\ ""--- Y A a DOOR I OPT I \\ `t 4 - Ii- LIGHT ELECT -+ ' ELECT I DRYER WAGRER \ PANEL .PANEL 6-10 Ib 1/ )OPT 1 ` (STD I I 1 I`IS w/P G F 1 OUTLET 'Y r----� NOTE OPTIONAL EAT L14MI , SWITCH AND W/P G F 1 OUTLET OCCUR ONLY - _ WITH OPTIONAL DOOR OPTIONAL UTILITY ROOM PLAN REMAINDER OF MODULE UNCHANGED - SCALE 1/4 1'. 0 NOTE) SEE SHEETS DA-7 AND DA-8 FOR APPROVED UNIT CONFIGURATIONS. SEE SHEETS DA-4 AND DA-5 FOR ADDITIONAL ELECTRICAL CIRCUITRY AND PANEL SCHEDULE INFORMATION. NOTE) ALL MODULE CONFIGURATIONS COULD OCCUR AS SHOWN OR IN REVERSE PLAN. SEE SITE ENGINEERING PLANS FOR BUIFING LAYOUT. I NOTET SEE SHEET DA-2 FOR WATER RISER DIAGRAMS AND PLUMBING STACK DIAGRAMS. MODEL NO. 003 STATE OF F�ORIDA SEE LISTING AGENCY STAMP FOR W114D VELOCITY DEPT, OF COMMtjNITY AFFAIRS AGENCY APPROVAL These prints coaWly with �R Ftorlda Manufactured BUMing Act of 1979 Construction Codas and adhere to the follOWIO[ Const: Type Occupancy pl,__- AIIOwablo N0. of Floors )AInd VokIc y S Fire Rating EXt. MMbYN tt 2 L1 �/ff1 O Appmvel DmS@ n 1` DI WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS. TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. REV IEJONS NCARDINALI�RI� SERIES 100 MODULAR UNITS MARK DATE FLOOR PLAN PLUMBING 8 ELECTRICAL INFORMATION OWNER ADDRESS L. RISELEWSKI Pt,,R0t. A THESE p ulm AN REPAOOKISU OUPLIURS OF TIE OPICIML OAAeTKS AS PNEFAAED BT X. MAR TATup. MKNITECT, 493S OLERTIISGT RIKR NAO, CatAax, mm. NO IAWIFTUTIM SB OWOES TO TTASE SoNONElRY ORANINS WILL 1[ "ITTES. ART CO GO TO nfSE XMINGS WILL RESULT R A RELUSE OF LIABILITY ON TIE MAT Of THE MSTTI PWKSSIW (S1 Ala Y INE➢EATS n"IMTION OF FACTORY -BUILT RXXAAA STAR ARRRNM. SHEET NO, FLORIDA PA03- SET NO. 5/01/ 1987 DATE ISSUED I e m mWIT" 01ITIO"AL ,; • m WITH FLAT f�ti �e'W y ZONELIN PT.A.C. �M Cgwwt 1983 INC. DAAL INCOOLING $600 8TO" 4. HEATING 116,00 STUK OUTSIDE AIR VENT : W C.FM :ATIONS COULD VERSE PLAN. R BUILDING, max, WATER RISER DIAGRAMS. .. < � � TONAL G. E. ZONELINE Ill A38 58 COOLING 9000 BTUH HEATING 11900 .BTUH HEAT PUMP : 8800 BTUH ... OUT.SIOP, AIR. VENT. : 60. WARS kNS AND 7 PROPERTY AND CAN Const• Type Occupancy Allowable No. of Floors YAne V Fire Raong ApPtoval e 3, t y. 5 �fi x sr ye�W 41 t+Y + { j✓�. �`�-_a.c`� vex; �x }'� „,' {tir 1 "ri�� ; x rs �� � ...,,:= x `""� fi s ,'.�±y� �a 3t ���� � x.. t ��...: � r �'�'s yP, P �a�. ,`"�' ,tag at 5�• y�� �s r, Fp ,� v3'!".. e�#%�� " i�.;. wt>: �+ sk+,r�. a9 � 3.. " ` , .... ,. x . � ... - . ��" � � ' h y. � ..: � k �'.� . {e .. �� 'Fz 4 �'�, k• � ... "` ..: '�mM� 1� � �,n i i. 3 ,y. e `t`s�'-•�"—. �r�;: .dk pia � `fie: .ii ...p� ;f �.. x {�F '� '`w,` �����p z3��aC ems, e °"�_ t ���.r, x, µ I{t'vk asS xUp, a..r t, Mi OPTIONAL SEE OVIL aW AND UNIT SIM 6 L IF I SA SA VVILT IN lK WITH SNELVI I L L WITH OPTION CATHEOIRAL C WIT �&m 1983 ly INDUSTRIES, INC. SA 0 1 MODULE SEE UNIT C Copyright 1901 By CARDINAL INDUSTRIES, -W;WWAI kANS AND ILE PROPERr INC. ANaAM comfy W THE T.Ylm. as, "to. %Iwnu 'a Twu Illm 0 a 11 7 SA- METAL CARPET w STRIP r e I 41 METAL HALL ".' CARPET i ^ STRIP n 20, x 20" 3• 6. F GRILL Al am a E SN. I DOOR 2e W fe i r Roo a 2 ail. S. a. r. 0 0 c — I •I « Ti_aYa' CUM BEDROOM _J C) Copyright 1983 BY O CARDINAL INDUSTRIES, INC. A'Aa' AEC. Duct PTAC � �A"E " i I - S4a0 �N wIRDOw I - A04s 1DIN0 WINDOW (OPTION H 1I-1�' to Ya" o/o stu0 $A 7 SA Y t V A. < A. O W O O ~ W Y O U ■ O ^ WITH FLAT C EILJiK •"• 40ai 3JDIMG MINDON (OPT) O1 Saaa sN wlNDow (OPT) � w i r i PLU RING DRAIN AND ENT PHONE 60 AFF If - F, KITCHEN JUNCTION 13 2-40 . FL Box IN AT TIC- � 13 2.40. FL RANGE 4.6�—~ I 13 - SMOKE DETECTOR HALL \._ 1 13 //THERMOSTAT QA 13 12 BEDROOM C) Copyright 1983 By CARDINAL INDUSTRIES, INC. 0 13 j 3-5 PTAC. 13 G F 1 2 DISPOSAL -I --1 � LIGHT 13 2 — GFI 14 DISHWASHER (OPT) 13 HHO D/FAN/ LIGHT (OPT) NOTEt SEE SHEETS DA-7 AND DA-8 FOR APPROVED UNIT CONFIGURATIONS. SEE SHEETS DA-4 AND DA-5 FOR ADDITIONAL ELECTRICAL CIRCUITRY AND PANEL SCHEDULE INFORMATION. NOTEt ALL MODULE CONFIGURATIONS COULD OCCUR AS SHOWN OR IN REVERSE PLAN. SEE SITE ENGINEERING PLANS FOR BUILDING LAYOUT. NOTEt SEE SHEET DA-2 FOR WATER RISER DIAGRAMS AND PLUMBING STACK DIAGRAMS. STATE OF FLORIDA SEE LISTING AGENCY STAMP FOR WIND VELOCITY DEPT. OF COMMUNITY AFFAIRS AGENCY APPROVAL Thaw pnnts comply, with the Florida Manufactured Building Act of 1979 Construction Codes and adhere to the following criteria: Conat: Typo Occupancy ---r�� 00*2041 No. of FWre MIM Velocity 1 S 53 Waft 06Aw�j' i U 2 2 J987 By: DONALD L. KISELEWSKI P,E-, INC. A'N A- DUCT I� l� PACKAGED TERMINAL AIR CONDITIONER OPTIONAL PACKAGED TERMINAL AIR CONDITIONERr-T - G. E. 20NEUNE I COOLING 15000 A38 768 DJCS BTUH G.E. ZONEUNE III COOLING 12000 A38 688 DJCS BTUH HEATING OUTSIDE AIR 17000 VENT BTUH 60 CFM HEATING HEAT PUMP ' 17300 11300 BTUH BTUH OUTSIDE AIR VENT 60 CFM MODULE `C� SCALE : 1/4" = 1'-0 -1 MODEL DESIGNATION \"/ MODULE INSIGNIA LOCATION FLOOR PLAN N. ALAN TAYLOR ARCNITECTS COLUMBUS, OHIO MODULE ELECTRICAL PLAN SCALE 1/4"- I'-0„ WARNING 1 HESF PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH• M O D E L N 0. 005 OUT ITS EXPRESS WRITTEN PERMISSION. SERIES 100 MODULAR UNITS [S.CARDINAL INDUSTRIES INCORPORATED TTESE WRINGS ARE R[PADWCiBLL DIRLICRIES OF TIE ORIGIYI DOS AI RAWIRAS EPARED BY N. AW TAYLOR. ARCI,ITER- 4905 OLLIrtARGY BIYER ACAD. cuW . ONTO. NO ,DOIFIGRTIONS 0 OWNZS TO THESE A.[PROOJCIBLL ORMIIM WILL K FEMITTED. MY WAQfS TO THESE DRAWINGS WILL AFSOLT IR A RELEASE Of LIABILITY ON li THE PART OF TIE DESIGN «DFTSSTWL(SI AND M IMYOIATF TEM(AATI01 OF FACTOR -BUILT ADO LAR STATE APPROVAL. ** OPTIONAL ZONELINE USED IN CLIMATE ZONES I, 2 B 3 REVISIONS MARKI DATE SHEET NO. FLORIDA - AJ E o'ld kl ? w 3 T m_ RNITECTS S COLUMBUS, OHIO (S.CARDINAL ,, .. ... _ . INDUSTRIES WCORPORATEC " , ARNING THESE PLRlND SPECIFICATIONS ARE THE SOLE RTY OF NAL INDUS. TRIES, I CAN 006 OUT ... W _._ IDA •8` SET NO. 5/Of /198T PARTICLE, .i I1-43/4* CLEAR WECopyright 1983 F! BY CARDINAL INDUSTRIES, INC. DEN METALI It I -3030 '4 NNOIE TNRE SNOID I LL 9046 SLIDING INAL "MI AEI m oQ Copyright 1983 f BY CARDINAL INDUSTRIES, I 0 ,+" zia a'L 23 SEE NOTE I r- MODULE NOTEt SEE SHEETS DA-7 AND DA-8 FOR APPROVED UNIT CONFIGURATIONS. SEE SHEETS DA-4 AND DA-5 FOR ADDITIONAL ELECTRICAL CIRCUITRY AND PANEL SCHEDULE TPFORHATION. NOTEt ALL NODULE CONFIGURATIONS COULD OCCUR AS SHOWN OR IN REVERSE PLAN. SEE SITE ENGINEERING PLANS FOR BUILDING LAYOUT. ji PACKAGED TERMINAL Atft C00itIONEA +, G. E. ZONELINE I A4B 568 DA: x tk s: + COOLING 8600 BTUH „ r I HEATING 11600�,,,� �- f + OUTSIDE AIR VtM M1 V I t ELECTRICAL PLAN WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH - AG PROVAL tl>i TYese pyM vv WO Florida Manufactured i tuding Act of 1979 Construction Cod" and adhere to the f criteria: Const: Type Occupancy Allowable No. of Fk"j Wind Veiocdy Fire Rating Ext. Wolla Approval Dat. UN 2 2 19, DONALDC ITIONER €. :Y� d k w K v IS ja 4 a F INIIH MAIN CIRCUIT p IL 161 MAIN LUGS ONLY :I dk y{ lk Carl. zemim F 3•^Kiee�tN" "`�"=x'� 1� �'fi �+�j �,��.1..y':;�'�. �1 '%'ifl{��tl%+%,�lid o#`"'�" ONE 's["i!' sF .fll 8F. P pro, aTbM L 1 1 1 x O � p A �' �aWe i s, r 3W hii Nag„ ES o �i&lF w4irr RUBBER COVE BASE I AL 100 [SF / t L. o !o Lr ei H. ALAN TAYLOR 4935 OIENTANGY RIVER R A m T VENT TNROUSN ROOF FURIBNED CASOINAL. INDUSTRIES ANO FIELD �;, SHINS CONTRAQ ._ YIN. ABOVE e bibbs. " Dryers prev # dstion•. ROD. bz I mu. 5 / 01 /19_7 'DATE ISSUE MEN ELECTRIC PANEL SCHEDULE MAIN BREAKER AND ER SIZESHOWN ON SHEET WITH ME ERD CENTER INFORMATION AMP 200 HERTZ 60 WITH GROUND BUS VOLTAGE 120 / 240 A. I. C. (0, 000 WITH SOLID NEUTRAL ,�, Zj A. PHASE 0 1 TRIM H FLUSH WITH MAIN C'RCUIT BREAKER ❑ �� ,t' O WIRE t SEE SHEET DA31 ' SURFACE ❑ MAIN LUGS ONLY WIRE MIL B VIL W I OPT Cie. co. am wag � Q W CIRCUIT DESCRIPTION / ELECTRICAL LOAD SIZE AMWPi.E NO GRO MO . NO. Alf/ 5119 CIRCUIT DESCRIPTION / ELECTRICAL LOAD q� Ey ,v m ,co - UTILITY ROOM, LIGHTS AND OUTLETS 12-2 20/1 1 2 2011 12-2 LAUNDRY ROOM, LIGHTS AND OUTLETS - i, 3 4 F€I ELECTRIC HATER HEATER 10-2 30/2 30/2 10-3 ELECTRIC CLOTHES DRYER m e S 6 7 B � 9 10 ELECTRIC WATER HEATER 10-2 30/2 30/2 10-3 ELECTRIC CLOTHES DRYER .: WISHER RECEPTACLE - 12-2 20/1 it 12 1 30/2 10-3 ELECTRIC CLOTHES DRYER goCl ' LL y 0 A.F. 0 M - WASHER RECEPTACLE 12-2 2011 13 X 14 WASHER RECEPTACLE 12-2 20/1 1 15 X 16 0 H F 30/2 10-3 ELECTRIC CLOTHES DRYER ti 'C) In L. O WASHER RECEPTACLE 12-2 20/1 17 t6 WASHER RECEPTACLE 12-2 20/1 19 20 3012 10-3 ELECTRIC CLOTHES DRYER m ED �+ �0„ �: "' iH O v 3 0 BASEBOARD NEATER (OPTIONAL) ' 14-2 15/I 21 22 BASEBOARD HEATER (OPTIONAL) 14-2 15/1 23 24 15/1 14-2 BASEBOARD HEATER (OPTIONAL) [0 p ❑ .~+ .�i V� .-I .r Di �Cd .r 26 13/1 14$ CEILING EXHAUST FAN ( OPTIONAL I 1 iF NON- COINCIDENTAL ELECTRICAL LOAD 0 ^4 N E9 M O .� IE -" 0114• O u m E o I a o � a u M u CRAWL SPACE I - I I FOUNDATION PLAN S C A .. E 4" I I. 0. MODEL DESIGNATION AL H. ALAN TAYLOR 4935 OLENTANGY RIVER ROAD ©Copyright: 1986 81 CARDINAL INDUSTRIES INC sA SA IB N A ACCESS �2 OPENING I I 122Vi"Y36 _1 ; « A UTILITY 68 SO FT 0 a HWT H.WT • i I 1 1 I I W i W I I i W W W « 11'. 43/4' CLEAR I I o Z I I 0 to LW I 0 N LAUNDRY � zoo • �' _ _ 1S5 S0 FT 1 D i N a T--- T 4C ® = L I I c jDCDC � TILE FLOOR WITH- aDBaER COVE BASE AL f00 PSf / L L L--_- T a N I I e' I D i 2 3050 I B.H. WINOOWB 4 OPTIONAL 1 I - 6046 SLIDING WINDOWE FLOOR PLAN 5 C A L E 1 /4 I' 0" - 3" VENT THROUGH ROOF FURNISHED BY CARDINAL INDUSTRIES AND FIELD INSTALLED By PLUMSINC CONTRACTOR TERMINATES 12 MIN. ABOVE ROOF I I 3" I r-----+-----------� I I WASHING MACHINE 1 11/B STANDPIPE ITYP. 51 �"'""� I 2' 2" i 2" 2., 2• F— I 1 1 1 I I 1 I 1 TEMP B PRESSURE I IRELIEF VALVE / w/ 3/4 " i V DISCHARGE i 3._ TYP 2 ,It ] CONNECTION 1H THE FIELD 10— BY PLUMBING CONTRACTOR ` SANITARY ISOMETRIC CONNECTION IN THE J \ FIELD BY PLUMBING 3/4• SUPPLY NO SCALE CONTRACTOR — WITH SHUT - OFF ELECTRICAL PLAN 5 C A L E 1/ 4 " . I. 0 MODEL NO. 010 4,6 a.10 12,14 16,18 20,22 MM ORAY INGS AR REPROOOCIBIE DUI OF TINE MIGIN4l WAWIWGS AS PUPAREO BY N. ALM TATLM. ARCHITECT 4935 OLERTARGY RIYER RA1O. COlIM115. OHIO. NO MODIFICATIONS ON CHANGES TO THESE REPROD1CIfLE MAWINS WILL WE PERMITTED. AIR CHARGES TO THESE DRAWINGS WILL RESULT IN A RELEASE Of LIARILITI OR M PART DR THE OESION POORSSIOIML(S) AND Y fNUTAU TTMIMTiM OF FACTORY -WILT MODULAR STAR APPRINAL. PLUMBING PLAN 51A E I / 4 ' • 10.. R E V I S I O N S ARCHITECT SERIES 100 MODULAR UNITS MARK DATE COLUMBUS, OH10 SCARDII'M R PLAN I ELECTRICAL �Tw"micoppmxrm AND AP UMBINGNT DNFORMATIIONRY I. TOTAL ON 00ELECTRIC LAUNDRY. OWNER ADDRESS NOTE 2 H.W. AND 2 C.W. SUPPLY LINES MUST RE EOUPITTING IN RANCH I ES TO FIRST TEE FI TTIN6 IN BRANCH LINES. 1/2 Y 15 " WATER HAMMER ARRESTORS , TYPICAL OF EACH WASHER SUPPLY IMENI 0 I/2- SUPPLY TYPICAL EACH WASHER SUPPLY 8188 51•, STATE OF FLORIVA SEE LISTING AGENCY STAMP FOR WIND VELOCITY D OPT, OF COMA! lNIT' A6GALICI.1 — W A T E RISER AGENCY4APPROVAL N O S c A L E Ke pnntS Comply with the Florlds Manufactured Building Act of 1979 Constructwn cod" Bad adhero to the following C1Morla: ®unlit. Typo DCCUpaocy Aliowable No. of Floors NOM - - Wind V4110I Fire Rating Ext. Naito Approval Data JUN 22 CENERAL NOTESd)ONALD L. KISELEW KI P.E., INC. I. H.W.T. Installed, Typical of 2, 40 Gallon, 5.5 K.W. each. 2. 3/4" H.W. & C.W. lines approx. 3'-8-3/4" above floor w/l/2" H.W. 6 C.W. lines to washer hose bibbs. 3. Washers 14 Dryers provided by Owner. 4. All foundations and footers provided and installed by General Contractor. 5. Refer to Engineering Plans for coordination. 6. Soffit and ridge vents provided by Cardinal Industries and installed by General Contractor. 7. Dryer exhaust ducts to be 4" dia. with backdraft dampers and wail caps. Insulate ducts at wall penetrations and tightly seal all openings by General Contractor. _ WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS• TRIES, INC. AND CAN NOT BE USED WITH. OUT ITS EXPRESS WRITTEN PERMISSION. SHEET NO. FLORIDA PA•15 SET NO 5 / 01 / 1987 DATE ISSUED SA (1 n OPTIONAL T OPTIONAL I/2 FULL CATIIEOIRIL CATHEDRAL 'L At METAL OKCASE L L L BUILT INC LVa WITHES CAI1 ET I STRI/S ITTP 21 DINING AREA Ili. • 1/4 . CLEAN s w 0 COPYHght 1986 II CARDINAL INDUSTRIES, INC. N LIVING AREA II SA. A(�__ II 'I L__4 \ PT.A C. s'W w"61HLL O N A ` rr_7 PETAL THRESHOLD a- 3050 S. H. WINDOW I - $044 SLIDING WINDOW lO► ION I 11'-103/4- OUT/OUT STUDS MODULE 0 FLOOR PLAN SCALE 1/4 1'-0" MODEL DESIGNATION 0 MODULE INSIGNIA LOCATION H. ALAN TAYLOR 4935 OLENTANGY RIVER ROAD ©Copyright: 9% 0 ARCHITECT COLUMBUS, OHIO SMOKE DETECTOR NOTES SEE SHEETS DA-7 AND DA-R FOR APPBQVED UNIT CONFIGURATIONS. SEE SHEETS DA-4 AND DA-5 FOR ADDITIONAL ELECTRICAL CIRCUITRY AND PANEL SCHEDULE INFORMATION. NOTES ALL MODULE CONFIGURATIONS COULD OCCUR AS SHOWN OR IN REVERSE PLAN. SEE SITE ENGINEERING PLANS FOR BUILDING LAYOUT. PACKAGED TERMINAL AIR CONDITIONER OPTIONAL PACKAGED TERMINAL AIR CONDITIONER F tE G. E. ZONELINE I A3B 668 DAAL G. E. ZONELINE III A3B 688 DAAL COOLING 11900 BTUH COOLING 12000 BTUH HEATING 11600 BTUH HEATING 11900 BTUH OUTSIDE AIR VENT : 60 CFM HEAT PUMP 11300 BTUH OUTSIDE AIR VENT 60 CFM MODULE A ELECTRICAL PLAN SCALE 1/4 1'-0" WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION, STATE OF FLORIDA SEE LISTING AGENCY STAMP FOR WING ' VELOCITY r DEPT, OF COMMUNITY AFFAIK AGENCY APPROtAL These PFIITIS COMPiy With the Florida Manufactured Building W of 1979 Construction Cody and adhere to the following Criteria: Const Typs� Occupancy Alowasle No. of Fbers Wind Velocity C_;� Flre Rating Ent. Walls Q appromal Dat 12 2198T— k NALD L. SELEWS i P.6., INC. TWESE ON IRA AM WRIIOdK1eLE DIKHAM W THE GRIEIVAI DANIAGS M PREPARED BY N. MAR TAYLOR. ANxI TER. 0955 OLEIDAINT RIVER ROAD, COLU100S. 01410. NO ROOIFICRTIONS OR OUGGES TO MU REPROWEISLE Mtkii;KS WILL IS PERMITTED MT 0H5 TO RASE DMWROS WILL AESGLT IR A RELEASE OF LIABILITY ON THE I'm OF T. OESIU PRgLSSiOMLISI Alp M NEOIATE TIM RAT10N OF FACTORY -BUILT REGULAR STATE RHIVIVAL. * * OPTIONAL ZONELINE USED IN CLIMATE ZONES 1 ,2 8 3 R E V I S I O N S SERIES 100 MODULAR UNITS I MARK DATE (*CARDINAL.. FLOOR PLAN , PLUMBING AND ELECTRICAL INFORMATION OWNER ADDRESS SHEET NO. FLORIDA PA •1 6 SET NO. 5 /01 /1947 DATE ISSLICD n Las By CARDINAL INDUSTRIES INC i SINK N/ .y, ROD { NED. 2 SHELF — GAY. 1 STACK 3=8" ■ e-0 PARTICLE BOARD (TYPICAL OF v Y � I Erryy Ti' J w -,-43/4" O CLEAN al A Copyright 1986 z�� 13Y ,R 5 �x Y ✓.w�!Fh. CARDINAL INDUSTRIES, INC. BEDROOM 2 { K • DUCT � { K IO REGISTER —� N. WINDOW 1 OPTION) 1- 4046 SLIDING WINDOW , T ',�'� I a'_ b"4i. 11'. 10 3/4 " OUT / OUT !i'1io1 FLOOR PLAN -.- ARCHITECT COLUMBUS, OHIO i '-9- 13- HOOD/FAN/LIGHT r =• 13 713 LIGHT - 4.6 RANGE' ELECTRIC 3_(:�fANEL H" Vx$ Copyright 1986 BY CARDINAL INDUSTRIES, INC. IS 1 13 BEDROOM 13 NOTE SEE SHEETS DA-7 AND DA-8 FOR APPROVED UNIT CONFIGURATIONS. SEE SHEETS DA-4 AND DA-5 FOR ADDITIONAL ELECTRICAL CIRCUITRY AND PANEL SCHEDULE INFORMATION. x NOTEI ALL MODULE CONFIGURATIONS COULD OCCUR AS SHOWN OR IN REVERSE PLAN " SEE SITE ENGINEERING PLANS FOR BUILDING f y LAYOUT. ti NOTES SEE SHEET DA-2 FOR WATER RISER DIAGRAMS AND PLUMBING STACK DIAGRAMS. SERIES 100 M FL' R PLAN , PLUMBING OWNER ' WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF NAL INDUS. TRIES, INC. AND CAN NOT USED WITH- OUT ITS EXPRESS WRITTEN ISSION. 01 / i987 ld&iE 2-OVA 51/2" 4-0'x 2'0" PARTICLE P B. BOARD FLOOR (TYP 3) i BLOCKING FOR ELECTRIC- H- W T. --- t P C. LIGHT ACCESS LADDER OPENING OPTIONAL AREA ABOVE DROPPED CEILING PLAN SCALE 1/4 •• 1'-0" Y SA a : t aAIN A uIIA '—_--- OAR►ET _ — lTNIF LINE OF OPT. GTNEg1AL CIF. - $'- 7 3/e" 3VE" 3' 0' II-43/4" CLEAR 0 ` v SA SA f + OPTIONAL PADDLE 0 FAN 4------------- LIVING AREA Q Copyright 1983 / By CARDINAL INDUSTRIES, INC. 4 PT.A.0 / E 0 n 2 - 30b0 SINGLE HUNG NDOW1 METAL I TNNES i-eO4e eLIDWB WINDOW(OPTIONI I I I•- 10 3/4" STUD / STUD STUDIO FLOOR PLAN SCALE 1/4 1'-0" MODEL DESIGNATION \E/ MODULE INSIGNIA LOCATION NE ALAN TAYLOR r, ci0{3S "ght 1983 V BY ;CARDINAL INDUSTRIES INC. OPTIONAL ELECTRICAL PLAN SCALE 1/4": I'-0 REFRIGERATOR RANGE UNDER 13 G FI RECEPTACLE 4-6 G F I COUNTER / I / 13- LIGHT ( 13 - LIGHT IN 13 CEILING FAN J13- n- 50 CFM I ', B TM — I cc E FAN / LT / HOOD DISPOSAL IT 13-LIGHT :RIC —�o. — r orT \ 3 s -„ 42" AFF 2 _ � ; orr Seel-fOID `NW T., _ J-- INWT.I , �I • 4-0 13- SMOKE 1 t DETECTOR I I PHON� / • 1 I 13 13- PADDLE r—R,------�-- FAN W/SPEEDS CONTROL (OPTIONAL I� 1 II H i� Q Copyright 19 87 r-- By DINAL INDUSTRIES, INC. 13 3-5 PTAC It 13 .-.. E 13 STUDIO ELECTRICAL PLAN SCALE 1/4„ - I, 0" 42" AFF 42 AFF NOTES SEE SHEETS DA-7 AND DA-8 FOR APPROVED UNIT CONFIGURATIONS. SEE SHEETS DA-4 AND DA-5 FOR ADDITIONAL rhECTRICAL CIRCUITRY AND PANEL SCHEDULE INFORMATION. NOTES ALL MODULE CONFIGURATIONS COULD OCCUR AS SHOWN OR IN REVERSE PLAN. SEE SITE ENGINEERING PLANS FOR BUILDING LAYOUT. NOTES SEE SHEET DA-2 FOR WATER RISER DIAGRAMS AND PLUMBING STACK DIAGRAMS. PACKAGED TERMINAL AIR CONDITIONER G. E ZONELINE I A46 568 DAAL COOLING 8600 BTUH HEATING 11600 BTUH OUTSIDE AIR VENT 60 CFM MODEL NO. 011 OPTIONAL PACKAGED TERMINAL AIR CONDITIONER +-* G.E. ZONELINE III A38 588 DAAL COOLING 9000 BTUH HEATING 11900 BTUH HEAT PUMP : 8900 BTUH OUTSIDE AIR VENT a GO CFM STATE OF FLORIDA SEE LISTING AGENCY STAMP FOR WIND VELOCITY DEPT. OF COMMUNITY AFFAIRS AGENCY APPROVAL These prints comply with the FloHda Manufactured Building Act of 1979 Construction Codes and adhere to the following crttEI Cerlst Type Occupancy Allowable No. of Floors Wind volocny \ 1 'SING FIT* Re" FxL Wad Approinil Da%, N 2 2198T� YALD , I ELEYVSKIT.-INC-- THESE WWI= AK KPINIGNIM OWItGRf ar SHE MIAtAM o IM AS PREPAKa IT A. ALAN TAILOR. ARCXtTEET, 491S f WANY RIVER WIND. LOIRKHS. MID, ADNTTIGTIONS lM CNANES M THESE KPNIOKIPLf DNARINi WILL K PEINITTCe. ANT O NItS TD THESE oAAAtN3 WILL IIEWT IN A KUEASI IF LUSILITY ON THE TAT OF M SE M PNHFFSSIOIRL(S) ING Y TNEDLATE TDNINTSO IN FACTORY-NITLT Heoe STATE NPTNTAL. WARNING I * 9F OPTIONAL ZONELINE USED IN CLIMATE ZONES 1,2 83 THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINALINDUS- TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. REVISIONS ARCHITECTS SERIES 100 MODULAR UNITS MARK DATE COLUMBUS, OHIO CARDINAL e r INDUSTRIES INCORPORATED STUDIO APARTMENT FLOOR PLAN I PLUMBING BI ELECTRICAL INFORMATION OWNER ADDRESS SHEET NO. FLORIDA .- PA 018 SET NO. 5/01/1987 DATE ISSUED D 2 s O__ Y 0 F u a < W a O t p t O � � r {p W t! Y W tl U 2 2 2 t O _ O BY U ^ V SA 10 IDA WITH OPTIONAL SA K CATHEDRAL CEILING SA- { M WITH FLAT SA 1{ CEILING PLUMBING DRAIN S AND VENT 0 p z ; o WALL 0 u �r V i ^^ REF. 131NR /D POS�`L/W R NOES J w — -- i h IDPTI O t p I Y KIT C H EN J J < 2 - 0 o J : io 1 r : 'I 'ROOM DIVIDER 'o. �I w F' W w BY LINE Of OPTIONAL 4TXE L CEILIN{ '� f OPTIONAL OPF NINc By SEE eU1LDIN8 PLANS CAR01% INDUSTRIES, aNC. AND UNIT LATouT LIVIN AREA FOR SITE AND o LocenoN . 0 OPTIONAL MODLE _ FAN SA _w 1 \ 1 I IVI \\\ I1_ '. II-- {YA' CLEAR � BAC PT.AC c`WI.'GRILL 1 ✓ — FLUfNI E-]OSO SINGLE RUNG MOOwf ' iXRE7R10L0 8046 SLIDING l WINDOW ( OPTION ) I 11'- 10 3/4` STUD / STUD MODULE SCALE 1/4" : C-0" MODEL DESIGNATION BA MODULE INSIGNIA LOCATION u FLOOR PLAN H. ALAN TAYLOR © Cop',yright 1983 BY CARDINAL INDUSTRIES INC. GFI 13-LIGHT GFI 14 - OPTIONAL DISHWASHER 4-6 RANGF 7 7 n DISPOSAL 13 - HOOD / FAN / LIGHT 13 -1 2 40w FL) KITCHEN 2 13 12-40w FL) 2 13 SMOKE DETECTOR AT OPTIONAL ADJACENT MODULE J BEDROOM SEE UNIT LA LIVING AREA 13 -w 13- OPTIONAL PADDLE FAN w/ SPEED CONTROL I \ t' 1 wo. 13 0 Copyright 1983 By CARDINAL INDUSTRIES, INC. Bac 3-5 PTAC. f{ }}133 ARCHITECTS COLUMBUS, OHIO 13 MODULE SCALE 1/4"- I'-0" G NCARDINAL OND NOTEI SEE SHEETS DA-7 AND DA-B FOR APPROVED UNIT CONFIGURATIONS. SEE SHEETS DA-4 AND DA-5 FOR ADDITIONAL ELECTRICAL CIRCUITRY AIID PANEL SCHEDULE INFORMATION. NOTEI ALL MODULE CONFIGURATIONS COULD OCCUR' AS SHOWN OR IN REVERSE PLAN. SEE SITE ENGINEERING PLANS FOR BUILDING LAYOUT. NOTEI SEE SHEET DA-2 FOR WATER RISER DIAGRAMS AND PLUMBING STACK DIAGRAMS. _. S FATE OF FLORIDA SEE LISTING AGENCY STAMP FOR WIND VELOCITY DEPT. OF COMMUNITY AFFAIRS AGENCY AIRPROVAlk These prints comply with ttte Fonda Manutactured Building Act of 1979 Construction Codes and Nhere to the following crltena: Cant. Type Occuperv.1 �— Allowable No. of Floor% wind Velocity i Fire Rating Ext. wells Approval Dst By 1DONAID L. ISELEw I P. ., 1 1 PACKAGED TERMINAL AIR CONDITIONER OPTIONAL PACKAGED TERMINAL AIR CONDITIONER ++ G E ZONELINE I A4B 568 DAAL G E ZONELINE III A3B 588 DAAL COOLING 8600 BTUH COOLING 9000 BTUH HEATING 11600 BTUH HEATINr: 11900 BTUH OUTSIDE AIR VENT 60 CFM HEAT PUMP : 6900 BTUH OUTSIDE AIR VENT , GO CFM ELECTRICAL PLAN THEM NMWTM ARE RERROW,I WP,,,M Cr M DRIEIML DRAWINGS O PREPARED ET W. ALN TATUM, MEHITER, 493S CLEWTARGT RIM NOW, DR~, WIC. W NGIFIUTWM N CWRIGI, TD MSE REPRO "'L[ DMWIA6 WILL ■ REMtTt[D. a, nIMRE t0 MS[ DMWIIGS WILL III TO A REIIASE M IMILITT OW TW RAP. a THE OESIQ "R SSIOML(S) AND AN twiluTE nNIIMT IM DF u47001-EDICT IOpIW STALE APPROVAL. WARNING 4F iF OPTIONAL ZONELINE USED IN CLIMATE ZONES 1.2 a3 THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS. TRIES, INC. AND CAN NOT SE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. MODEL N0, 028 REVISIONS SHEET NO. SERIES 100 MODULAR UNITS MARK DATE FLORIDA PA • 19 FLOOR PLAN, PLUMBING AND ELECTRICAL INFORMATION SET NO. OWNER 5 / of / Isq-r ADDRESS DATE ISSUE_ — z" 0 _ =a o '0 <f AY m a W a A � a o � o J - Y U I I a o - 0 m V P V SA a 6A WIT. FLAT SA I6 CEILING II'- l0 1/." out / ouT stuns ]" 60 CLR. 31/2" tL 1'-11/4 3=0" 3 PLUMRING STACK I II SN I[3 " !VAN, - -�- I V--s YBATHi ! HALL( Nwr j ELEtT -�--3. a R00 .. z¢ IF 3fl sF I I 403/4' 2V2' 33' 1/2 5_0_ 43/4 CLEAR ® Copyright 19 87 SA 9 By SA CARDINAL INDUSTRIES, INC. BBE BEDROOM NA.A C 6" X 10" 6" R\@- DUCT REGISTER 3450 3 N WINDOW 4046 SLIDING WINDOW (OPTION) MODULE B B E FLOOR PLAN SCALE 1/4 - 1' 0 MODEL DESIGNATION BBE MODULE INSIGNIA LOCATION ' H. ALAN TAYLOR 4935 OLENTANGY RIVER ROAD © Copyright: 1987 By CARDINAL INDUSTRIES INC 12 - PC LIGHT ABOVE 12 -SMOKE DETECTOR ARCHITECT COLUMBUS, OHIO MODULE 50 CFM 12- LIGHT 2 FAN NOTEt SEE SHEETS DA-7 AND DA-8 FOR APPROVED UNIT CONFIGURATIONS. SEE SHEETS DA-4 AND DA-5 FOR ADDITIONAL ELECTRICAL CIRCUITRY AND PANEL SCHEDULE INFORMATION. NOTEt ALL MODULE CONFIGURATIONS COULD OCCUR AS SHOWN OR TN REVERSE PLAN. SEE SITE ENGINEERING PLANS FOR BUILDING LAYOUT. NOTEi SEE SHEET DA-2 FOR WATER RISER DIAGRAMS AND PLUMBING STACK DIAGRAMS. % ELECTRICAL PLAN SC A L It 1/4 = I U STATE OF FLORIDA SEE STAMP LISTING FORAWEND Y VELOCITY DEPT. OF COMMUNITY AFFAIRS AGENCY APPROVAL These prints Comply with the Florida Manutactured building Act of 1979 Construction Codes and adhere to the toU.ring criteria: SR� Const: Type Occupancy --+� Allowable No. of Floors Wind Velocity Fin Rating Ext. 11DPt'h'al D Walla �L' �% C/f a "�ltl N r+ •�"1 L , p IBy pONALD L KiSEL S/(1 ►.E., MIC. WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS• TRIES, INC. AND CAN NOT BE USED WITH - MODEL NO. 014 OUT ITS EXPRESS WRITTEN PERMISSION. R E V I S I O N S SERIES 100 MODULAR UNITS MARK IDATE 4iCARDINAL.. I FLOOR PLAN , PLUMBING S ELECTRICAL INFORMATION �J 04DUSTWS N/CORPORATED TYESE ORAYIM M mFRODICIOLE OUPLIUMS a TYE ORIGIAAL ONN IKS AS PREPARED BY Y. ALM TAILOR, ARCYtTECT. MSS OLEMMGY UM ROIO. COLN - OR10. AO =1FIUTIM N CiYMOES TO TRESS REPIE000IELE UOAYEAGS :ILL SE PEMITTED. MY CYAMGES TO MSE OMYIRGS YILL KSULT lA A RELEASE OF LSMILITY ON M M@t OF ,, USIM PRORSSIOML151 W 0 INEOIAn IEMIMTIOII OF FACTOYY-MILT NiouLAR STATE APFNYAL. SHEET NO. FLORIDA PA•20 SET NO. 5 / Ol / 1907 0 ^�a58�0 OWNER ADDRESS DATE ISSUED 100 P S. F. L.L. FLOOR 2r8 JOISTS 12 o c A. ® Copyright 1983 By CARDINAL INDUSTRIES, INC � �\ P T A tK . . x 0 1 �E-3030 SINGLE HUNG WINDOWS METAL THNESHOLD I' 6066 SL iDIN� NOOW iOOT'ON1 I 1103/� 010 STUDS ARCHITECTS COLUMBUS, OHIO NOTE t SEE SHEETS DA-7 AND DA-8 FOR n APPROVED UNIT CONFIGURATIONS. SEE SHEETS DA-4 AND DA-5 FOR ADDITIONAL Nli ELECTRICAL CIRCUITRY AND PANEL SCHEDULE LIGHT . �.„ -' 14NFORNATION. : � w i NOTEt ALL NODULE CONFIGURATIONS COULD 1) Copyright 1963 OCCUR AS SHOWN OR IN REVERSE PLAN By 4 SEE SITE ENGINEERING PLANS FOR BUILDING'` C%fie-- 14 ARDINAL INDUST LAYOUT. PTAC 14 O50 —,-_-- PACKAGED TERMINAL AIR CONDITIONER OPTIONAL PACKAGED TERMI G.E ZONELINE I A4B568DAAL G.E ZONELINE III A3B588DA -. COOLING - 8600 BTUH COOLING 9000 BTUH "-_ . 3 HEATING 11600 BTUH HEATING : 11900 BTUM OUTSIDE AIR VENT 60 CFM HEAT PUMP 8800 BTUH OUTSIDE AIR VENT 60 CFM t WARNING THESE PLANS AND SPECIFICATIONS ARE c 1tr xT THE SOLE PROPERTY OF CARDINAL INDUS I RIES, INC. AND CAN NOT BE USED WITH• OUT ITS EXPRESS WRITTEN PERMISSION._ MODEL N0. 050 CARDIN/�l a 100 MODULAR UNITS ` 8 ELECTRICAL INFORMATION It ie41 J vIl' The» ` u Flo I ct of 1979 Con end adhere to Um criteria: 1 ' 12'-0"x 51/2" ' 2-0"1 4*0" PARTICLE IP B. FILLER BOARD FLOOR C TYR 4 1 A �w I BLOCKING FOR H.W.T. 1 K i '.'=., ,,.. LADDER OPENING WITH OPTIONAL. CATNEORAL CEILING 0 ���ea = 1 f b H •, _ ; - \ 1 N Z a N I �- n - SHG ROD "NWT - .. r<OrT.J w 3° GI -FOLD l CLG._—_ --- -- N 31/2" 3'-0" i.ST/S N 1987 CARDINAL INDUSTRIES, INC. LIVING AREA 2-1020 211141.E NON; WINDOWS 1-4046 SLIDING WINDOW IOPTIONI 1 L \ 019 i� ELECTRIC H.W.T. C79 I I �.I �f 4-6 COUNTER G.F. 13- L 113FAN/LT II 11- DIS 13-\LIGHT 13 - SMOKE HVAC DETECTOR S" x S" DUCT W/ G". 10' GRILL PHONE 13 77 3 © Copyright 19 87 r>i '" a/n`".'"1 .wI Nr a sh a_` . " BY CARDINAL INDUSTRIES, INC. 13 13 1 METAL 2 - 3030 3 H. WINDOWS THRESHOLD 1 -0046 SLIDING WINDOW IOPTIONAL) f P 11 Io3/• OUT/tl a�p = iy t F y��;L � '.;}' - L-i s.i' � , :S.le v. o .n d�S W i MODULE 019 FLOOR PLAN SCALE 1/4'- 1'-0 �.'s&;a 1,,A��ry ,�rt"0'r71� DESIGNATION 0 19 INSIGNIA LOCATION ` H. ALAN TAYLOR ARCHITECT 4935 OLENTANGY RIVER ROAD COLUMBUS, OHIO Copyright - 19 `� �k �arFlmffin�aa ?*" .K I eN a ro k alf l^"�`IiFk Pr. it r; BY CARDINAL INDUSTRIES INC r § r 13 NOTEI SEE SHEET DA-10 FOR APPROVED UNIT, CONFIGURATIONS. SEE SHEET DA' `,ADDITIONAL ELECTRICAL CIRCUITRY-:, SCHEDULE INFORMATION. NOTE1 ALL DULE CONFIGURATIONS COULD OCCUR AS SHOWN OR IN REVERSE PLAN. SEE SITE ENGINEERING PLANS FOR BUILDING LAYOUT. NOTE1 SEE SHEET DA-2 FOR WATER RISER DIAGRAMS AND PLUMBING STACK DIAGRAMS. t prints a Mam 1979 C odtw o INC. MODULE OI9 EL: ECTRICAL PLAN WARNING &N AND SPECIFICATIONS ARE PROPERTY OF CARDINAL I D S F,> , f,. r>. ,. � , , ��* ...,_ ,, WITH ,,..,. ...__ T BE USED ..�. _ .,,,.. ,,f .. ., . �. � � �R ES INC AND C . ..- ' OUT ITS EXPRESS WRITTEN PERMISSION .� MODEL NO. 019n S k fiNO. R E VISIONS_�+s SERIES 100 MODULAR UNITS MARK DATE FLORIDA } •2 • D' � 0R FLAN,. MBi: _. VOWLION r .. a u- ... h m =si. <..,. •., .,: _se. ... :. „ ... .. ». ... d,.,+:. n.•. '� { :,.. ,5.,. _. Y n u. �.. .,k. .,.£.,..gi. b .. ,,.. . . .-. >' a .-5{y ,._ .. __. _ < I�UE V uv.:-r'+Sii ,., ..;. 5. kti- �: ., ,.;. .,'-��N, �"M ,;•,., .,9 ...':. , """�".; .,.. ro ..s ....... , _.._,.. . .'+a£ � ti �e N -- .-» ,e n t R .. xwr:�'..y,' ',i9' A., r.'X -r.. n. i. yp$ , .. .-� .r... _. .r-. e '.,. ' .. .. ,.n m n..: . 3 , F... , ... n . �gy� F^��.y.��,'p�p. @ 3:vw.( r k,.., �y..� N, �., :; : _ �Yt `i, , 6,ua "'uSnFAo-Yrmx:.=.S'i'Y- V'.A . , 'S t fi..A.. r s6, _.- ".f.PI KM.'- Via,' '$'' m x 10 1 BRILL a iiij ° sNeI rt TRIES, INC.in 4 0 x4e 0 _T 3400 S.N WINDOW 'v 404e SLIDING WINDOW IOITI Cj 8 ® Copyright 19 87 \ By CARDINAL INDUSTRIES, INC �{ { T U'Y r PTAC z.m NOTES SEE SHEET DA-10 FOR APPROVED UNIT CONFIGURATIONS. SEE SHEET DA-A FOR ADDITIONAL ELECTRICAL CIRCUITRY AND PANEL SCHEDULE INFORMATION. NOTES ALL MODULE CONFIGURATIONS COULD OCCUR AS SHOWN OR IN REVERSE PLAN. SEE SITE ENGINEERING PLANS FOR BUILDING LAYOUT. PACKAGED TERMINAL AIR G E. ZONELINE I A48 568 DAAL COOLING 8600 BTUH HEATING 11600 BTUH OUTSIDE AIR VENT 60 CFM l i'. FLOORPLAN MODULE 74 ELECTRICAL WARNING 4 S THESE PLANS AND SPECIFIC THE SOLE PROPERTYOF t TRIES, INC. e CAN NOT OUT ITS EXPRESS WFJTTEN F1 4 INSIGNIA LOCATION 4 .. a '1 + { R CHITECT SERIES 100 MOD' }' s 741111113Y RIVER ROAD a. r [tCARDINAL Ma FLOOR PLAN, PLUMBING 8 ELECTR'ICAL I I Fit. INDIUSTRIES INCORINCIRATED i. w`9 ah G EIR yp V rFlr ••Yy. d" R . a v �. y.� G. E. ZONELINE III COOLING 9000 BTUII HEATING 11900 �VAM HEAT PUMP 1 8900 BTUH OUTSIDE AIR VENT 60 It of 1979 Construction and adhere to the fonOWing crttai t wMe v Fire R&I ii Walk AwoveI Det►.J I TONER C E • 3050 3. M. L.4 4 � +f i. z. TWO BEDROOM ! TWO BATHROOM UNIT MODULES: 82 A3 i8 "A" sr A%phalt Shingles over 15# Felt, over 1/2" Plywood or 7/16" rbo2rd $10019gee Aluminum Gutter and 2" x 3" Aluminum Downspout, Field Installed (Optional). 9plashblock or Downspout Soot as required by Local Code; See Engineering Site Plan. 7' 1 x 6 Rough Sawn Wood Trim. 1 x 8 Rough Sawn Wood Trim. 7/16" Textured Hardboard Siding with Grooves 8" o.c. Aluminum Ridge Vent, Field Installed. Rnuous etc Block Foundation Wall and Concrete Footing, See Foundation Plan. tive Wood Brackets and Rake Beams, Field Installed, (Optional). Lotscline P.T.A.C. Grille and Wood Trim, as noted. ., a€ M:� 3 an"I w w Pn O 1983� 0 a Copyright BY CARDINAL INDUSTRIES, INC. 3050 SA 39 x e! DOOR CONCRETE 3 OHIO N.CARDI .INDUSTRIES INCC 3450 S M. t ® � ® 06jitht 1983 ey CARDINAL INDUSTRIES, INC. s° X 4! DOOR REVISIONS KI DATE iS 4 SCALE OWNER el. H. ALAN TAYLOR 4935 OLENTANGY RIVER ROAD C Copyright: 19 Q sY RDINAL INOa IES INC. iJ " is i ■i ear�� 3° x 6° 00000 ITECT it. OHIO - - -. These prime comply with ft Florida Manufactured Building Act of 1979 Construction Code and adhere to the foliowk* criteria Const: Type Occupancy ,.�,. tuts. a .e Alloweele No. or Floereyg A r. Wind Vslapy FYe,Ratlng w aa� proval 1 n* ...",.. STATE 0 G RI D A W 1. Class "A" or "C" Asphalt Shingles over 1511 Felt ` Waferboard.<= 2. 5" Ogee Aluminum Gutter and 2" x 3" Aluminum Downspout, Field Inst 3. Splashblock or Downspout Boot 8s required by Local Code; .See L+ngineaz"itt; 4. 1 x 6 Rough Sawn Wood Trim. Q5. 1 x 8 Rough Sawn Wood Trim. weunlu� nrLa 6. 7/16" Textured Hardboard Siding with Grooves 8" o a.t:` - TUM W 7. Continuous Aluminum Ridge Vent, Field Installed. ll '010.6u F— 8. Concrete Block Foundation Wall and Concrete Footing, See Foundation Plan. !M 9. Decorative. Wood Brackets and Fake Beams, Field Installed, (Optional). zMIM TE k. d Ta ta6Dt6rE 10. Zoneline P.T.A.C. Grille and Wood Trim, as noted. Y ONE BEDROOM APART MEN k f Y � P i r fi f � t� p I9 d A'1 TFe N f Y T d.+ P yip 3' � r -�' elaw + " xr^ra1V M _aVVI te^y.5,1 CARDINAi 11101M WARNINGy THESE PLANS AND SPECIFICATIONS ARE k'I THE SOLE PROPERTY OF CARDINAL INDUS• TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION 39 X 0 DOOR SIES 100 MODULAR UNITS DINAL.. FRONT ELEVATIONS TYPICAL MODULE CONFIGURATIONS_ MICORPOPATM SCALE : 1 / 4 •, - i 0 , k OWNER — ADDRESS 6046 li SL R E V I S 1 0 N MARK DATN i Qe Class "A" or "C" Asphalt Shingles over 15# Felt, over 1/2'1 Plywood oz Waferboard. 5" Ogee Aluminum Cutter and 2" x 3" Aluminum Downspout, Field Installed shblock or Downspout Boot as required by Local Code; See Engineering &' `, Rough Sawn Wood Trim. ugh Sawn Wood Trim. " ' xtured Hardboard Siding with Grooves 8" o.c. ua Aluminum Ridge Vent, Field Installed. Block Foundation Wall and Concrete Footing, See Foundation Plan. ve Wood Brackets and Rake Beams, Field Installed, (Optional). . .C. Grill e and Wood Trim, as noted. m WARNING NS AND SPECIFICATIONS ARE SOLE PROPERTY OF CARDINAL INDUS• 5, INC. AND CAN NOT BE USED WITH. ITS EXPRESS WRITTEN 0 Copyright 1983 By CARDINAL INDUSTRIES, INC. � 4 SEE NOTE BELOW ® Copyright 1983 By CARDINAL INDUSTRIES, INC. I U END ELEVATION SINGLE SCALE ifm NOTE FOR STYLE NUMBER, WHICH GIVES LAYOUT OF VARIOUS VENEERS , i.e. 7/16" HARDBOARD SIDING , STONE , BRICK , ETC. , OVER 1/2" WATER REPELLANT GYPSUM SHEATHING BOARD ON END ELEVATIONS , SEE CONTRACT DRAWINGS - ENGINEERING SITE PLAN OF THAT PARTICULAR SITE . LC J 6T L WO -I TO rr 5 c- 9 12 4a 2 2 1 2 SEE NOTE BELOW SEE NOTE BELOW • Q Copyright 1983 _ By m 3 CARDINAL INDUSTRIES, INC. 3 FIN FLOOR MODULE BOTTOM GRADE Z END ELEVATION I' BEDROOM / 1 %2 MODULES SCALE - 1/4.,_ I'-0" 12 E 12 15 i SEE NOTE BELOW i SEE NOTE BELOW Q Copyright 1983 By �. 3 CARDINAL INDUSTRIES, INC.gA — 3 r END ELEVATION I BEDROOM / 11/2 MODULES SCALE 1/4 I'-0" NOTE : FOR STYLE NUMBER , WHICH GIVES LAYOUT OF VARIOUS VENEERS , i.e. 7/16" HARDBOARD SIDING, STONE, BRICK , ETC. , WARNING OVER 1/2 ' WATER REPELLANT GYPSUM SHEATHING BOARD ON THESE PLANS AND SPECIFICATIONS ARE END ELEVATIONS , SEE CONTRACT DRAWINGS - ENGINEERING THE SOLE PROPERTY OF CARDINAL INDUS- SITE PLAN OF THAT PARTICULAR SITE. TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. STATE OF FLORIDA SEE LISTING AGENCY STAMP FOR WIND VELOCITY pLpt OF COMMUNITY AFFAIRS Co as C k W O M e1 0 a +9 O O Va to y b G q o m + ^9 .•I 4 Ry . N u C O W m .0 C u O .G m M W u / O : d d O > d d o v 0 + va W W d •O y 7 O d w O U a u In eo C m 0 O ^' as co m 0 o e > I:.. v °c d O A m d A d y > ti > u u W m 0 b 0 m d m e d 0 C. M ti 4 U d N d i0 u to H c �. r .� .0 X m L O 0 Y O po h C 3 N u v4 C- u O 'O N GtA C C m E 6y>3 m t m N .,., d C W 0 m d m H 7 H F N my G d O N +r W a u 0 0 .0 w U i. C 0 0 'Lo E C :a U U U a 3 3 i. O p y _ 7 O 5 .•Ci W M V a a 4 C 4 m 7 9 7 Y O O U 0 E w 6 C 3 H 7 Y ^ L 7 V 6 ..W U ao Q ao u m to d 0. y a > 7 0 ..0. 00 H d�M C= .D d L m L Io m .p ao M R. w O m ti �+ U ow ,9 a X X cc U C ^' 2 C U S .n to .-+ .•� 0 0 0 N O .-1 FIN. FLOOR MODULE BOTTOM GRADE MATERIAL NOTES AGENCY APPROVAL These Prints comply with the FlOrira Manufactured Building Act of 1979 Construction Codes end adhere to the following criteria: Const: Type —� Occupancy Allowable No. of Floors Wind Valoclty (1 rJ Fire Ratmix at. Wens Apprgrel 1967 By: 44 NAL LL. SELEWS P.E., INC. I TWESE INURAH iS M RFPPoWICIRU "Liam ar ne oRIGIM1 oe IM M IMPARfa 9T L ALAR TA", AX.TTECi. 4935 M11109T ling III cAlRete, mla. Ro raalllCOITIM OR ON 5 ro n M RE911mci9lF OMYIW6$ YILL ■ "ennEo. W EWAIIrLS To MU p TJIGS WILL WSMT IR A RELSASE N LIMIR TT m M WART N tK I(SI" rW1RSSIWI(S) AAD All Im[RIATE n9WIalTIU ar FACTORY -WILT IUWLAR STATE Amwu. RE V I S 1 0 N S SHEET NO. H. ALAN TAYLOR ARCHITECT SERIES 100 MODULAR UNITS MARK DATE 4935 OLENTANGY RIVER ROAD COLUMBUS, OHIO FLONIDA [�.]CARDINAL TYPICAL MODULE END ELEVATIONS EAi3 C I'-0 Copyright: 1987 SCALE 1/4 SET NO OWNER S /DI 1 1987 BY CARDINAL INDUSTRIES INC. ADDRESS DATE I'SS UED INImA 1. ClEss. "A" or "C" Asphalt Shingles over 150 Felt, over 1/2" Plywood or 7/16" Wafe:Doard. 2. 5" 02c,: ;;lulsinum,Gutter and 2" x 3" Aluminum Downspout, Field Installed (Optional). V1 3. SPIasIIL•T_ock or Downspout Boot as required by Local Code; See Engideering Site Plan. yl 4. 1 x 6 !iocgh Sawn Wood 'trim. F 5. 1 x 8 Rough 5a:.ro Wood ':rim, O Z 6. 7/16" Textured hardboard Siding with Grooves 8" o.c. 7. Continuous Aluminum Ridge Vent, Field Installed. J 8. Concrete Block Foundation Wai? and Concrete Footing, See Foundation Plan. Q 9. Decorative Wood Brackets and Rake Beams, Field Installed, (Optional). 0. Zdneline F.T.A.C. Grille and Wood Trim, as noted. tt1 Q f WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. H. ALAN TAYLOR 4935 OLENTANGY RIVER ROAD © Copyright BY CARDINAL. INDUSTRIES INC e., ARCHITECT COLUMBUS, OHIO [!]CARDINAL. *4DUSTgUES INCORPORATED END ELEVATION SCALE 1/4"= 1'-0" 12 SEE NOTE BELOW M LbOyrIIIIltt 1984 By CARDINAL INDUSTRIES, INC. I 0 O 1 I L.-.—-------------------------------4 END ELEVATION , SINGLE MODULE SCALE - 1/4" : 1'-0*' NOTE : FOR STYLE NUMBER , WHICH GIVES LAYOUT OF VARIOUS VENEERS , i.e 7/16" HARDBOARD SIDING , STONE , BRICK , ETC. , OVER 1/2" WATER REPELLANT GYPSUM SHEATHING BOARD ON END ELEVATIONS , SEE CONTRACT DRAWINGS - ENGINEERING SITE PLAN OF THAT PARTICULAR SITE . SERIES 100 MODULAR UNITS 1MARK I s DATES TYPICAL MODULE END ELEVATIONS SCALE 1/4"= 1'-0" OWNER ADDRESS STATE OF FLORIDA SEE LISTING AGENCY STAMP FOR WIND r 'it VELOCITY DEPT. OF COMMUNITY AFFAIRS AGENCY APPROVAL Thasa Prints comply with the Florida Menutacturee Building Act of 1979 Construction Codas and adhere to the following crttlida: ConsC Type Occupancy Allowable y0. of Floors Wind Velocity i �S Flo Retina Ek. Wall* Appreval 2 21 7 DONALD L. KISELEWSKI P.E., INC. ,— GRADE Past RRTaR AR MORNKSDU OWLIaTrs Or TITS aulluat awsatl AS FIEFAM an M. AW TAn Ni. AC01nR. am Korialm NMI a01a. CA1Maa5. 010. IO MIFTUTli a CWau TO MU IEMWIOU aOMIMat WILL a MFlMm". W owan, ID M, aMWIMas WILL RSRT TO A MSLIAS' a LIMILm a Tit OW aF TR KS'a ORatn5laML(S) W M 1101 IlTE ne1lMilp Or MCTOM-WILT M W nATt MO U. SHEET NO. FLorN0A EA94 SET NO 5/01/1987 DATE ISSUED �n 0 TWO 7. . DROOM NIT THREE BEDROOM UNIT ® CopyfWht 1987 $ta Fk.p��l WCN221987 .t. W 1 DETAIL 3 SCALE 3/4" - 1'-0" — RAKE EXTENSION , FIELD INSTALLED I x8 R.S. CEDAR TRIM , FIELD INSTALLED I x 6 R S CEDAR TRIM, FIELD INSTALLED 7/16" TEXTURED HARDBOARD SIDING 5"K 8" STEP FLASHING NOTE FOR NOTATIONS OR DETAILS NOT DEALING WITH GABLE END -STEP CONDITION , SEE STANDARD MODULE DETAILS ELSEWHERE IN THIS SET. 4"x 8"x 16" SOLID MASONRY UNIT 30 go METAL FIRESTOP, CONTINUOUS TYPICAL 4"x 4 2 - No. 5 STEEL RE -BARS, CONTINUOUS FULL HEIGHT EACH PIER , GROUT CORES FULL. I i - 8"xib"CONCRETE BLOCK HALF -PIER I t 7".SOLITEMASONRY UNIT DETAIL t SCALE : 3/4% I'-0" j BLOCK PIER WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT 8E USED WITH• • OUT ITS EXPRESS WRITTEN PERMISSION. ITEMS SHOWN ON THIS SHEET ARE NOT PART OF THE INDUSTRIALIZED BUILDING APPROVAL IRE• mm r# ,` "«sT citrpryTtt111t' i983 ,- I I BY CARDINAL INDUSTRIES INC —2'-0" MINIMUM 16"x 12" BLOCK PIER DETAIL (2 •—CRAWL SPACE —� 16"x 12" BLOCK PIER DETAIL %I� B"XI6" HALF PIER 2 - No. 5 STEEL RE -BAR (EACH PIER) GROUT CORES FULL EXTENT OF GABLE -STEP VARIES SEE ELEVATIONS. MAX. ALLOWABLE OFFSET 4'-0" IN B" INCREMENTS (4'-0" OFFSET SHOWN )- ��- 16"x 16" CONC BLOCK PIER 16"x 12" CONC. BLOCK PIER CONC FOOTING CONC FOOTING 10'-83/4"TYP 1'-4' 10-83/4 I' 4" 10-71/4 LI-4 I 10'-I01/4" II-4 10'-8y4' LI-4 10-By4 12'-03/4" TYR 12'. 03/4" 11'-II 1/4 " { 12'- 21/4" —# 12'- 0y4" 12'-03/4 NOTE FOUNDATION DIMENSIONS FOR GABLE STEP (VARIANT I CONDITION SHOWN H E DIFFER FROM STANDARD FOUNDATION DI'lIENSiONS. CROSS SECTION - GABLE STEP ( VARI NT) CONDITION SCALE 1/4'= 1'- ( UTILIZE DUAL FOUNDATION ANCHORS ( WHERE REQUIRED BY ZONE I AT PIERS AND FOUNDATION WALL AT GABLE STEP Li m Copyright 1983 BY CARDINAL INDUSTRIES, INC. THESE ONAY INGS AIR REPNrWCI5LE "LIU73 OF TIE NIGTW DRAWtN AS PREPARED 81 N. ALAN tATLOR, ARCHITECT, 4935 OLENTANGT NINU NOAO. MtNNIS, OHIO. NO NUDIFIUTIOHS OR CHANGES TO THESE IEPR( ICI01£ W.TM WILL RE PERMITTED. ANT CHANGES TO TMSE MWINGS WILL RESULT IN A RELUSE OF LIABILM ON TM PART OF TM DESIGN P90TLS5I OIML(SI AND Y IMEDIATE to 8" TYPICAL, MAX NEAREST PERMITTED APPROACH rzlnlwRTla OF FACTDRr-IwILT roouua STATE uvwru. OF GRADE TO WOOD STRUCTURE 8" -----t. — --� ----- 12' 8 A'TYPICAL, --'—� �_—_—_—_—_---f - MIN 'M\ 1�.4'-0" 4-0" LT 4-O_wit 4'-0" L 4'-0" LI'-a" 2'-0" I NOTE TWO - No. 4 RE -BARS SHALL BE CONTINUOUS THROUGH FOOTING AND SHALL OVERLAP 12" MINIMUM AT SPLICES. MINIMUM 3" CLEARANCE FROM RE -BAR TO SOIL . SIDE ELEVATION - GABLE STEP ( VARIANT) CONDITION SCALE 1/4" - 1' 0" mtcNfftm NCARDINAL 100 MODULAR UNITS ONDUSTRIES INCORPORATED SECTIONS , DETAILS AND FRONT ELEVATIONS OF MODULAR UNITS AT OFFSET ( VARIANT) CONDITION — OWNER ADDRESS REVISIONS IMARKI DATE TYPICAL TYPICAL SKEET NO. FLORIDA SET NO. 5/01 /198) DATE ISSUED Is 6 ROUGH 'SAWN CEDAR ' ��' �`` x h 4 Y .iE VENT -A- FLASH 8"a B"a 16" SOLID MASONRY UNIT ( TERMITE BLOCK) 30 go METAL FIRESTOP, CONTINUOUS TYPICAL (4"x 4") 2 - no. S STEEL RE -BARS , CONTINUOUS , EACH PIER. GROUT CORES FULL. Yr 8"1 16„ CONIC. BLOCK HALF -PIER 8"a 8"a t6" SOLID MASONRY UNIT ( TERMITE BLOCK) 16" a 16" CONIC BLACK PIER C) Copyright 1983 ; .".. BY CARDINAL INDUSTRIES, INC. I 8 TYP MIN --- 6" 4"TYPICAL '•'— "�� �--^'`^'� ? MINIMUM 2 8„MINA 4 0" L 4,0" 4-0„ END ELEVATION WARNING SCALE: 1/4"- I'D" THESE PLANS AND SPECIFI � THE SOLE PROPERTY OF C!� TRIES, INC. AND CAN N w)'# s* OUT ITS EXPRESS WRI 1,� I �d £ i ij tlF15 { ���w� E Irma s w RtaH. t #m 5;" JJ bra 1 ARCHITECTS (kCARDII EXTENT OF OFFS1 SEE ELEVATIONS. PERMITTED : 47( ( AS SHOWN) TMESE OMYINGS ARE RERRLdICIOLE OIWLTCAM N TM MIGIMAL WAMIM3 M N PARED 91 A. AIAA TAROK, AACKInCT, 4415 OLErR V RIVER AOAO, COLUiRIS, MID. RR RO)LFIUTtM U CRAKES TO TMEn REPRCOREIBLE W-110t WILL EE PERMITSEO. ARF 001KES TO TMESE ~NU WILL RESIKT SR A AELEASE M LIABILITY M IME AMR M THE M510 POSMSn)A O EAR TMARTINMFCTpLYM, t i NOTE : FOUNDATION 01 FOR OFFSET (VARIANT) N HERE D(FFE ,_. ON STANDA OVERLAP 12" MIN. AT 1983 r /_ \ R-11 FIBERGLASS 2 x BLOCKING WITH GYPSUM SHEATHING OR - INSULATION. OPEN SPACE ,%ALTERNATING SIDES, TO MAINTAIN - FIRESTOPPING AND ATTIC VENTILATION. ,2R3 CONT. TOP AND .m CONTINUOUS RIDGE VENT ( FIELD APPLIED) BOTTOM 1 ( CLASS "A"OR"C" ASPHALT SHINGLES OVER 15# ROOFING FELT OR EQUIVALENT UNDERLAYMENT 7/160 �`--..•��_ WAFERBOARD I 1/2" C-D PLYWOOD OR 7/16" WAFERWOOD 12 BOTH SIDES 1 , , 2 OPTIONAL HEADER DETAIL ( REPLACES TOP PLATE) I SCALE 1 I1/2" = I'•0" I 2.6 RAFTERS, 24" o.c. FRAMING ANCHOR (TYP) 4" WIDE INSULATION RETAINER , " 24 o. c. , NAIL TO BLOCKING 2x6 JOISTS 24 "o. c. FIBERGLASS I R- 19 INSULATION 1 1' i (t 1 t. 1 I ? 1• , 1 '9S I i I�� 1 �� 1 1 1 t�� I � 1 )� -tR-t--�-y '1�1 'p� I I I I 1 �1 f 17' f�' `^ f ')'-5"� I'I� * 1 l 1' .) i I, I l' ( ) 1 1 I I J I i I l 1 1 1, 11 ) i 1 1, 1 I 1 � / 5/8' GYPSUM BOARD CEILING WOOD COVE MOLDING �\ WOOD !COVE MOLDING 1/2" TYPE "X" GYPSUM BOARD 1/2" TYPE "X" GYPSUM BOARD 3/4". 5" NET TRIM IFIELD APPLIED) STATE OF FLORIDA ERfOR ATED ALUM SOFFIT FIELD NOTE ' EXTERIOR END WALL CONDITION ( APPLIED) SEE LISTING AGENCY CHANGES WITH APARTMENT MODULE CONFIGURATION, STAMP FOR WIND VELOCITY BACK TO BACK CONFIGURATION SHOWN. FOR DEP'T, OF COMMUNITY AFFAIRS NOTE: INSULATE SIDEWALLS UP SINGLE DEPTH CONFIGURATION SEE DETAIL 8 A TO ROOF/CEILING INSULATION ON SHEET S A - 16. AT EXTERIOR SIDEWALLS. AGENCY APPROVAL - These prints comply with the Fldrlda Manufactured Building 1/2" WATER REPELLANT GYPSUM BOARD Act of 1979 Construction Codes 2 x 3 STUDS , 24 " o c. and adhere to the following ' criteria: R- II INSULATION 1 EFFECTIVE R-8.77 WHEN COMPRESSED I Const Type FIBERGLASS OR OPTIONAL R-B FIBERGLASS INSULATION I — Occupancy I Allowable No of Floors I WInA Velocity Ao I Fire Rating Ext. Walis _ r` WOOD !BASE MOLDING �,}�•�� Approval Date JuN 2 219�t/ ® ('APYBly 1983 By: 3/4" T8G PLYWOOD OR A P.A. I RATED STURO - I -FLOOR By re%Kki% kI T1 _C_ N LD L. KISEP. E., INC. �— I 1 CARDINAL INDUSTRIES, INC. - - - -- 1 1`1'T IT T I ITfT TT T Y Tr7T7 1 1 + - TT' ITT',-"S'YTTTTTTT llEl: , I -'T� 1111C T -T-i ',�•T II LIL IIIIIII� 1LlA. Tl 1 r 1 , I I • ) I FIBERGLASS I I I 1 R- I I : INSULATION I I 2 .8 JOISTS. 12" o c 100 P S F I NOT SHOWN) I VAPOR! BARRIER 2.8 JOISTS, 24 "o c 40 PSF ( AS SHOWN ) 4" WIDE METAL FIRESTOP B SILL SEALER CRAWL SPACE JOIST HANGERS - 1 ( SEE DETAIL ON SHEET SA I 1 i 1 BLOCK PIER BEYOND I ( I BLOCK PIER BEYOND, FOOTING SIZE ! I I NOTE - SEE FOUNDATION PLANS, i i TO BE DETERMINED BY LOCAL CONDITIONS DETAILS AND NOTES FOR AND SOIL BEA6ING CAPACITY. CRAWL SPACE CONSTRUCTION I I SEE FOUNDATION PLAN(S). LONGITUDINAL MODULE CROSS SECTION WARNING SCALE 3/4 " 1'- D" THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. CRAWL SPACE MR MWTMGt RATE: Rn1001)C111S O."t ICATES OL M ORT17ML gMWIN6S AS WFAIIEO IT W. AU11 TATI.M. ARCRITECT. 4936 aflff KT RIVER ROAD. MIRRORS, ON(o. W IR101F UTIOIS EN EMPIRES TO THESE REPROOIICIHE WWI%S WILL RE PERNMEO. ANT OMAHS TO MR DRAWINGS Will EESIRT IRO A REUEAS[ OT LWILM e1 THE MIT Or M OESI6 PROFfSSIOIAL(S) AIe AT S DIATE TLRIIIMITION OF FAE'RYOT-all LT IpMAR STATE APPROVAL. REVISIONS H. ALAN TAYLOR ARCHITECTS SERIES 100 MODULAR UNITS MARK DATE COLUMBUS, OHIO CAf�DINI�L INDUSTRIES INCORPORATED LONGITUDINAL MODULE CROSS SECTION HURRICANE CLIP(q) EA.RAFTER 5" OGEE ALUM, GUTTER 2 x 6 SUBFASCIA 5/8" WOOD FILLER 2.4 OUTRIGGER, 24 "o. c. 2x BLOCKING AS REO'D. I a FASCIA, FIELD APPLIED HEADER DETAIL THIS SHEET II/2"A II/2" SOFFIT L MOLD 2 x 4 STUDS , III R if INSULATION FIBERGLASS 7/16" TEXTURED HARDBOARD SIDING 2 A 3 DOWNSPOUT ( SEE BUILDING PLANS AND SITE PLANS FOR LOCATION ) FIBERGLASS SILL SEALER, CONT. _LE FINAL GRADE s LW SPLASH BLOCK OR DOWNSPOUT BOOT AS ow REOUtRED BY LOCAL S AUTHORITIES ( SEE SITE ENGINEERING PLANS) a = O F- J W o No SHEET NO, FLORIDA © Copyright : 1983 BY CARDINAL INDUSTRIES INC. OWNER ADDRESS SET NO. 5/01/ 1987 DATE ISSUED WEEP HOLES 48 oc� GRADE, JOINT 2x6 RIM MEMBER 1/2" SPACER IRIS R.S. CEDAR TRIM ( FIELD INSTALLED) FIELD INSTALLED RAKE UNIT BY CARDINAL INDUSTRIES. RAKE UNIT AND I AS R.S. CEDAR TRIM BOARD FIELD INSTALLED BY G.C. R-19 FIBERGLASS INSULATION COVE MOLDING '— 5/8" GYPSUM BOARD CEILING 1/2" TYPE "x'. GYPSUM BOARD R 11 FIBERGLASS INSULATION (8.77) OR R-8 FIBERGLASS INSULATION (OPTION) 1/2" WATER REPELLANT GYPSUM BOARD OR OPTIONAL R-3.6 RIGID FOAM INSULATION ( MUST BE USED w/ R-8 INSULATION OPTION I 7/16" TEXTURED HARDBOARD SIDING I x 6 R. S. CEDAR TRIM CAULK AND FLASHING BRICK ROWLOCK COURSE 2 x 3 STUDS , 16 " o. c. METAL WALL TIES ( 32"Horz B 16"Vert ) BRICK OR STONE FACE ( SEE ELEVATIONSI WOOD BASE MOLDING 3/4 " A.P. A. RATED STURD - I - FLOOR R-11 FIBERGLASS VAPOR BARRIER 2 - 2 x 8 WOOD BEAM CONCRETE BLOCK FOUNDATION WALL �— CONCRETE FOOTING - SEE FOUNDATION PLANS SECTION SCALE 3/4"=1'-0" 1 SECTION THROUGH END WALL ) HIP ALAN TAYLOR © -Copyright : 1983 BY CARDINAL INDUSTRIES INC. 1/P" C-D PLYWOOD STRIP BY CARDINAL INDUSTRIES ,FIELD INSTALLED BY GENERAL CONTRACTOR ( ALTERNATE 7/16" WAFERWOOD I 1/2" ROOF SHEATHING or ALTERNATE 7/16" WAFERWOOD 2 x 6 RIM MEMBER 1/2" SPACER 2 x 6 JOISTS, 24"o.c. I lir 1 7 5/8 " GYPSUM BOARD 112" TYPE "X" GYPSUM BOARD 1/2" WATER REPELLANT GYPSUM BOARD ON 2 x 3 STUDS AT 16" o c ;TATE OF FLORIDA SEE LISTING AGENCY STAMP FOR WIND VELOCITY DEPT. OF COMMUNITY AFFAIRS WOOD BASE MOLDING 3/4 " A.PA RATED STURD - I - FLOOR R-19 FIBERGLASS INSULATION 5/8" GYPSUM BOARD AGENCY APPROVAL These pnnts comply With the Florida Manufactured Building Act of 1979 Construction Codes and adhere to the following crtteria: CpnstTYPO _L Occupancy Allowable No. of Floors ` Wind Velocity \ 1� Fire RatmgApproval Ext. De Walls 2 2198 Approval e By, u DONALD L. KISELEWSKI P.E., INC. ® Copyright 1983 By CARDINAL INDUSTRIES, INC, 7 r m l Y"r) ' 1 _; ,. � i T 1 I I) l R-II FIBERGLASS INSULATION - VAPOR BARRIER 2-2a8 BEAM (TYP) CONCRETE BLOCK PIER BEYOND SEE FOUNDATION PLANS 1 --- _- NOTE INSTALL 4' WIDE A\ 30 go METAL FIRE STOP \\ AND SILL SEALER CONTINUOUS \ AT EACH MODULE JOINT. PROVIDED BY CARDINAL INDUSTRIES AND FIELD INSTALLED BY GENERAL CONTRACTOR. SECTION B SCALE 3/4 l'O" f WALL BETWEEN MODULES WITHIN THE LIVING UNIT I 3 WARNING 2x6 RAFTERS, 241 2 x 6 JOISTS, 24" o.c R-111 FIBERGLASS INSULATION — FIELD INSTALLED RAKE UNIT, BY CARDINAL INDUSTRIES , FIELD INSTALLED BY G. C. 2x6 RIM MEMBER 1/2" SPACER — COVE MOLDING � 5/8" GYPSUM BOARD CEILING COVE MOLDING r— 112" TYPE "X" GYPSUM BOARD 1/2" TYPE "X" - GYPSUM 80ARD .---- R-II FIBERGLASS INSULATION (8.771 OR R-11 FIBERGLASS (8.77)---- R-8 FI8ERGLASS INSULATION (OPTION) I I 112" WATER REPELLANT GYPSUM BOARD ON 2 x 3 I STUDS AT - 16" TO c NOTE R11 WALL INSULATION HAS AN EFFECTIVE R VALUE I OF 8.77 WHEN COMPRESSED I TO 21/2 " IN 2x3 STUD WALL WOOD BASE MOLDING 3/4" A.PA. RATED STURD-I-FLOOR �. - JOIST HANGER (TYP) 2 - 2 x 8 BEAM (TYP) I� 1 CONCRETE BLOCK PIER BEYOND SEE FOUNDATION PLANS l lIf / THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. SECTION C SCALE 3/4"= 1'-0" ( WALL BETWEEN MODULES BETWEEN LIVING UNITS I MST DRAWINGS ARE REPMaI(INLE aM.1(ATES OF TWE ORIGINAL DMWINGS AS PREPARED ST c AUa TAYLOR, ARCHITECT, 4935 OLMANGT RIVER ROAD, MPaslA, all0. N MODIFICATIM ON cel TO TIESE R,,,NXIOLE DIIAYINGS WILL B PERNITRD. MT RANGES TO THESE pMYINGS WILL NEWLY IN A RELEASE Of LIANILITr OR THE PUT OE TWO 011 IMFESSIDML(zl W M IMMEDIATE TERMINATION OF TAMRF-SOILT POOULM STATE MPROYAL. REVISIONS ARCNITECTS MARK DATE COLUMBUS, OHIO NCARDINALIRsSERIES 1.00 MODULAR UNITS INDINCORPORATED LATERAL MODULE SECTIONS AND DETAILS OWNER ADDRESS 1/2" WATER REPELLANT GYPSUM BOARD 7/16" TEXTURED HARDBOARD SIDING 2x3 STUDS ,16"o.c WOOD BASE MOLDING 3/4" A.P.A. RATED STURD-I-FLOOR 71 171 ?7 z _ - f R-P FIBERGLASS C m GRADE — VAPOR BARRIER 7. 2 - 2x8 BEAM I CONCRETE BLOCK W- FOUNDATION WALL Dn 0 Lu . � N i 1 01 O 2 J � � f 4 d • pUp W J CONCRETE FOOTING - SEE FOUNDATION PLANS SECTION 0 SCALE 3/4"= 1'-0' 1 SECTION THROUGH END WALL ) t SHEET NO. FLORIGA-, _SA SET N0. 5 / 01 / 1987 DATE ISSUED A fA. f / `\N, CONTINUOUS RIDGE VENT , FIELD INSTALLED / \ ! 2 z BLOCKING WITH GYPSUM SHEATHING OR OPEN SPACE, ALTERNATE \SIDES , TO MAINTAIN FIRESTOPPING a VENTILATION I ! i ! 1 t � I I 1 ( I I I � I I w I w Iu I ( — 1/2" TYPE ,.X„ DRYWALL — 1/2" WATER( REPELLANT GYPSUM SHEATHING — 2x3 STUDS I, 24"o.c. I — R-I1 FIBERGLASS INSULATION ( EFFECTIVE R-8.77) OR OPTIONAL R-B FIBERGLASS INSULATION I CLASS „A" OR„C" ASPHALT SHINGLES OVER I LAYER 15,1E ROOFING FELT OR EQUIVALENT UNDERLAYMENT ROOF SHEATHING ( 7/t6" WAFERBOARD OR 1/2" CD PLYWOOD ) 2 x 6 RAFTERS , 24"o.c. , WITH HURRICANECLIPS. 2 x4 NAILER 2 All STUDS, 24"o. c 2 x 6 JOISTS , 24 "o.c. 5/8" DRYWALL 5/8" DRYWALL 3/4 VENT SPACE R-19 FIBERGLASS INSULATION 3- MIL VAPOR BARRIER STATE OF FLORIDA SEE LISTING AGENCY NOTE INSULATE SIDEWALLS STAMP FOR WIND UP TO ROOF / CEILING INSULATION VELOCITY WHERE CATHEDRAL CEILING OCCURS D.`A.I'T. OF COMMUNITY AFFAIRS I NOTE a EXTERIOR END WALL CONDITION CHANGES WITH APARTMENT MODULE CONFIGURATION, BACK TO BACK CONFIGURATION SHOWN . FOR SINGLE DEPTH CONFIGURATION SERE DETAIL I A ON SHEET S A - IS. I WOOD BASE MOLDING I 3/40 .. ~A.P A RATED( STURD - I - FLOORAL — I I 1 I I I R-II I 3 MIL VAPOR BARRIER I I 4 WIDE METAL FIRESTOP B SILL SEALER I I —CONIC BLOCK PIER BEYOND 1 � f MODULE CROSS SECTION SCALE 3/4 " - C. 0" He ALAN TAYLOR Copyright 1983 BY CARDINAL INDUSTRIES INC. CRAWL SPACE EOTE: SEE FOUNDATION PLANS, ILS AND NOTES FOR CRAWL E CONSTRUCTION. WARNING AGENCY APPROVAL These pnnts comply With the Flo,ioa Manwactured Building Act of 1979 Construction Codes and adhere to the 10110WRng critend: Const Type �R Occupancy A; owante No. Of ROOM �\ Wind velocity Fire Rating Fit. Walls Approval Da 2gl R7--.�/ By: �+ DONALD L. ISELEWSII P.E., INC. �--- 2A8 JOISTS 24"o. C. 1 40 PS.F L L ) SHOWN 2 A 8 JOISTS 12 " o. c. (100 PSF L.L.) NOT SHOWN .-- CRAWL SPACE CONC. BLOCK PIER BEYOND THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH. OUT ITS EXPRESS WRITTEN PERMISSION. ® Copyright 1983 By CARDINAL INDUSTRIES, INC. NOTES GRADE AND SPECIES OF ALL STRUCTURAL MEMBERS SHALL BE AS SPECIFIED IN THE SPECIFICATIONS AND FASTENING SCHEDULE. REFER TO FOUNDATION PLAN FOR ALL FOOTING 8 FOUNDATION NOTES. DIMENSIONS AND DETAILS R-11 FIBERGLASS INSULAT ION. 2 A 3 CONT. TOP AND BOTTOM 7/16~ �— WAFERBOARD BOTH SIDES OPTIONAL HEADER DETAIL (REPLACES TOP PLATE) SCALE ' II/2" A I'-0" 111 9 �'1 � L 5/8 DRYWALL WOOD COVE MOLDING �\ HEADER DETAIL THIS SHEET 1/2 " TYPE % DRYWALL R-II FIBERGLASS INSULATION -- 2 A 4 STUDS , 16 a c, NOTE: INSULATE SIDEWALLS UP TO ROOF/CEILING INSULATION AT EXTERIOR SIDEWALLS. CONT. FIBERGLASS SILL SEALER I� +-- TYP. JOIST HANGER CONIC BLOCK FOUNDATION , WALL , SEE FOUNDATION PLAN FOR SIZE 8 LOCATION — THESE DNYINS ARE IEPNp ilu WPIIEJTES OF TIE W16I1K1L DIIIW11163 AS PREPARED IT W. AURA TATLOR, ARCHITECT, 493S OUENTANGT RIM RHO, COLURIUS, Wit - NO IOOIFIUTIONS N pN11GE3 TO TRSE REPRLOUCIBLE OAw= WILL K PEMITEO. ART CNAIISES TO THESE OOAW115S WILL RESULT IN A RELEASE OF LIABILITY OR ME PART OF TIE [RESIGN PRORSS1011 I AND N THR DIATE IERNINTIN Of FACTORT-BUILT NCVIW STATE AIPOOFAL. REVISIONS ARIGNMCTS SERIES 100 MODULAR UNITS MARK DATE COLUMBUS, OHIO [t.CARDINAL INDUSTRIES AINCORPORATED LONGITUDINAL MODULE CROSS SECTION OWNER ADDRESS 2 x 4 TAIL RAFTERS 2 x 2 BLOCKING 3/4" VENT SPACE HURRICANE CLIP AT EACH RAFTER OPTIONAL 5 OGEE ALUM. GUTTER - 2 x 6 SUB - FASCIA IA 8 FASCIA , FIELD INSTALLED — II/2"x IV2" SOFFIT L MOLD I PERFORATED ALUM. SOFFIT FIELD INSTALLED I 3/4"1 5" NET TRIM , FIELD INSTALLED 7/16" TEXTURED HARDBOARD SIDING OPTIONAL 2"x 3 ALUM. DOWNSPOUT SPLASHBLOCK OR DOWNSPOUT BOOT AS REO'D. BY LOCAL CODE B" MIN. DEPTH AS REQUIRED BY LOCAL CODE SHEET NO. FLORIDA _ 'SA*10 SET NO. 5/01/ 1987 DATE ISSUED I IT NOTE ' EXTERIOR END WALL CONDITION CHANGES WITH APARTMENT MODULE CONFIGURATION, BACK TO BACK CONFIGURATION SHOWN . FOR SINGLE DEPTH CONFIGURATION SEE DETAIL II A ON SHEET S A — 16• STATE OF FLORIDA r SEE LISTING DGENCY STAMP FOf •WIND VELOCITY DEPT. Of COM%IUMITY AE'fAIRS " AGENCY APPROVAL These Prints comply with the Florida Manutactured Building Act of 1979 Construction Codes and adhere to the following criteria: r ::Onst: Type Occupancy Allowaole No. of Floors Wind Velocity t \5 Fire Rating Ext. Wallsl'�I � � �� Approval to J U ` 13y:- DONALD L. KISELE SKI P.E., INC. H. ALAN TAYLOR 4935 OLENTANGY RIVER ROAD CONTINUOUS ALUMINUM RIDGE VENT , F I. 21 BLOCKING WITH GYPSUM SHEATHING OR 1 OPEN SPACE , ALTERNATING SIDES , TO MAINTAIN FIRESTOPPING AND VENTILATION . 1 CLASS "A" OR "C" ASPHALT SHINGLES OVER I LAYER 15# ROOFING FELT OR EQUIVALENT UNDERLAYMENT 1/2 C-D PLYWOOD OR 7/16" WAFERWOOD ROOF SHEATHING 2 x 6 RAFTERS 24 oc. 9N/ FRAMING ANCHORS I x 3 PURLINS 24 o c (3/4 AIR SPACE I R- 19 FIBERGLASS INSULATION � VAPOR BARRIER 15/8•GYPSUM BOARD CEILING I WOOD COVE MOLCING I I 1/2 TYPE 'X' GYPSUM BOARD jR-11 FIBERGLASS INSULATION ( EFFECTIVE R- 877 (7A 21/2"1 OR OPTIONAL R-B FIBERGLASS INSULATION I I I 1 2 x 3 STUDS 24" o c 1 NOTE R-11 WALL INSULATION HAS 1/2" WATER REPELLANT GYPSUM SHEATHING AN EFFECTIVE R-VALUEOF 877 I WHEN COMPRESSED TO 2112 IN I - 2 -3 STUD WALL I 1 f NOTE INSULATE SIDEWALLS UP I TO ROOF/CEILING INSULATION WOOD BASE. MOLDING WHERE CATHEDRAL CEILING OCCURS I 1 3/4 " A PA RATED STURO-I - FLOOR I I i I I Vyl•,1ILTI ITS tn n ,i - �� I I 1 I R-11 FIBERGLASS INSULATION I — IVAPOR BARRIER 4" WIDE METAL FIRESTOP 8 SILL SEALER 1 CONC. BLOCK PIER BEYOND I I I 1 1 1 I It 0 Copyright 1983 13y CARDINAL INDUSTRIES, INC. >0®151!®ISII{�1 I CRAWL SPACE 24" MIN DEPTH IT 112'" TYPE % GYPSUM BOARD ---- 2x4 STUDS , 16" oc -- R-II FIBERGLASS INSULATION ----- JOIST HANGER ,TYPICAL --- - ',•• R-11 FIBERGLASS INSULATION 2 x 3 CONTA—"- TOP AND`m BOTTOM 7/ 16 WAFERBOARD 31/=„ BOTH SIDES OPTIONAL HEADER DETAIL (REPLACES TOP PLATE SCALE 1 I1/2" = I'-0" --- W 2 x4 TAIL RAFTERS , 24 .. o c. HURRICANE CLIP (> EACH TAIL RAFTER 2. BLOCKING AS REQUIRED a"WIDE INSULATION RETAINER �— HEADER DETAIL THIS SHEET ` 2 It 6 SUB - FASCIA Ix8 FASCIA TRIM, F 1, 5 OGEE ALUMINUM GUTTER w/ 2"m 3" ALUMINUM DOWNSPOUT ( OPTIONAL) F.I. \` ALUM SOFFIT .LU MOFFIT, 1. I \\\\l \�\^PERFORATED ALUM SOFFIT, E1. 1112 'x 1112" SOFFIT L MOLD , F I 1 I x 6 TRIM . F I 2x8 JOISTS, 24 oc (40PSF LL) I . CONTINUOUS FIBERGLASS SILL SEALER--------� �s i. o-- BLOCK PIER OR WALL BEYOND --------- - .I' .I NOTE SEE FOUNDATION p PLANS, NOTES AND DETAILS MODULE CROSS SECTION FOR CRAWL SPACE CONSTRUCTION SCALE 1/2 = I'-0.. ARCHITECT COLUMBUS, OHIO [*CARDINAL.. WARNING THESE. PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. rC$E DWWIM ARE REMOO11CIM "LILITT5 d TIE N16"Wit RR4WIN65 M MEPMED NT R. AU TA1LN, ARCN ITECT. 6935 XVITTAN61 RIVER AOu, (CLUNEUS. N20. W "IrtCATIDIS N CHANGES TN THESE IRPRNU[INLf DRAWIN0 WILL K MidITTED. W CNA S TO THESE NAIIMGS WILL RESULT fx A It ILASE W LI.VILRT N 114E PAR` OF THE DESIM MDRSSICIW I AND Ax INNEDIATE TERNIHATION N MaNV-NUILT NOIXI STATT ,VPROVµ. R E V I S I O N S SERIES 100 MODULAR UNITS IMARK I DATE LONGITUDINAL MODULE CROSS SECTION 7/16 " TEXTURED HARDBOARO SIDING //--- FINAL GRADE 8 MIN TO WOOD �--I— SPLASHBLOCK OR DOWNSPOUT BOOT AS REQUIRED BY LOCAL CODE I �— DEPTH AS REQUIRED BY LOCAL CODE SHEET NO. FLORIDA SA •1 1 ©C0Pyright:1983 BY CARDINAL INDUSTRIES INC OWNER ADDRESS SET NO. 5 / Of / 13 87 DATE ISc ED M CONTINUOUS RIDGE 2 A 6 601 STS . 24 a. C. / R-19 FIBERGLASS INSULATION rIJ .ate,: s:<s•�' x i•P 5/9" GYPSUM BOARD CEILING WOOD COVE MOLDING 1/2 " TYPE "X " GYPSUM BOARD 1/2" WATER REPELLANT GYPSUM SHEATHING 2. 3 STUDS , 24 " o. c. R - 11 FIBERGLASS INSULATION I EFFECTIVE R- 8.77 ) OR OPTIONAL R-8 FIBERGLASS INSULATION WOOD BASE MOLDING 3/4 A.PA. RATED STURD- I - FLOOR FfLORI� �v V r SEE LISTING AGEfvCY STAMP E(iR `r"VIND - - a 66CITY OEPT, OF CON!MUNI IY As FatFS 001ER 2- 2.8 BEAM TYP BLOCK PIER BEYOND FOUNDATION PLANS AGENCY APPROVAL These prints comply with the Florida Manufactured Building Act of 1979 Construction Codes and adhere to the following criteria: 3/4 " z 1' 0" R tBERGLASS INSULATION AT EXTERIOR SIDEWALLS. YHYTTIM11) ;" , ,,.x v. t y � 4 5/8 GYPSUM BOARD CEILING WOOD COVE MOLDING 1/2" TYPE "X" GYPSUM BOARD 1/2" WATER REPELLANT GYPSUM BOARD ON 2 .3 STUDS of 16" o. c. ® Copyright 1964 BY CARDINAL INDUSTRIES, INC. R-11 FIBERGLASS INSULATION (EFFECTIVE R - 6,77 ) OR OPTIONAL R-8 FIBERGLASS INSULATION WOOD BASE MOLDING 3/4 A.PA RATED STURD- I - FLOOR RGLASS 5/8" GYPSUM WOOD COVE MOLDING 1/2" WATER REPELLANT GYPSUM BOARD ON 2 x 3 STUDS of 16" o c. WOOD BASE MOLDING 3/4" A P A RATED STURD I - FLOOR UCAT"IBERGLASS ION 8' GYPSUM 1/2 " TYPE " X •• GYPSUM BOARD # i(- 1/2" WATER REPELLANT GYPSUM SHEATHING 2.3 STUDS, 16" o.c R-11 FIBERGLASS INSULATION ( EFFECTIVE R-877 ) 7/16 " TEXTURED HARDBOARD SIDING — WOOD BASE MOLDING YYYTITIYIT � _ 4MM— _ jR,I I FIBERGI-40 \ R-11 FIBERGLASS R-11 FIBERGLASS 'y �T -j INSULATION -` INSULATION INSULATION 1-r_ _ _ VAPOR BARRIER „- 2-2.8 BEAM TYp_ I: VAPOR BARRIER _ --„ VAPOR BARRIER � " CONIC BLOCK PIER BEY ONO - NOTE: SEE FOUNDATION PLANS,--- `� '' CK PI CONCRETE BLOCK, J SEE FOUNDATION PLANS. DETAILS AND NOTES FOR CRAWL _ _ - ,—' TIOi'#"• - FOUNDATION WALL I SPACE CONSTRUCTION. * •- "".�,` .sg�' .t -"� + " " �r r, c -`"r �" -, .; CONCRETE FOOTING — ..• -�. • •" - ;• ,,; r" y� ° .-. s ° �- •' SEE FOUNDATION PLANS r� NOTES AND DETAILS • i' sUb I REVISIONI H. ALAN TAYLOR ARCHITECT SERIES 100 MODULAR UNITS MARK DATE 4935 OLENTANGY RIVER ROAD COLUMBUS, OHIO CARDINAL.. MODULE SECTIONS AND DETAILS INDUSTI!!6 MICOFPORaM O-Copyright: 1984 OWNER BY CARDINAL INDUSTRIES INC ADDRESS SHEET NO. FLORIDA SA • 12 SE 'r N0, — 5 01 / 1987 DATE ISSUED R-11 FIBERGLASS a"•/• INSULATION - x 2 x 3 TOP AND AND � V2" iYPE "x" pRr WALL OTTOM 2.S STUDS (•1 24-•, C. 7/' �+- R-G FIBERGLASS INSULATION WAFERBOARD x 1/2"GYPSUM SHEATHING BOTH SIDES 31/E" AIR SPACE . 1" WIDE GILL SEALER --OPTIONAL HEADER DETAIL (REPLACES TOP PLATE) x t r SCALE I IV2" v 1'-0" FlaERGLASS I 1 2 x 6 RAFTERS , 24" o.c. FRAMING ANCHOR , TYPICAL A R-19 FIBERGLASS INSULATION _DETAIL NO SCALE --- RIDGE VENT , F.I. CLASS "A" OR "C" ASPHALT SHINGLES - OVER I LAYER 15* ROOFING FELT OR EQUIVALENT UNDERLAYMENT -- 1/2"C-D PLYWOOD OR 7/16" WAFERWOOD ( 1 x3 PURLINS , 24"o. c. ( 3/4" AIR SPACE 1 I x 8 RIDGE TRIM, F l _ ROOF "HAT" VENT , F. I. ( TOTAL OF- 4 - 10" 0 VENTS / MODULE 1 CONT SCREEN VENT T------- - ---T I. BLOCKING AS REQUIRED 1 - ATTIC ACCESS 1 22" x 36.E OCCURS 1 I 12 1 ONLY w/ OPTIONAL I , 1 DROPPED CEILING 2 x 6 RAFTER w/ I LAVER 5/8 TYPE" X - f 11 ��� I DRYWALL EACH SIDE OPTIONAL DROPPED CEILING 2 x 6 JOISTS 24" o. c I I 5/8" GYPSUM BOARD CEILING 5/8" GYPSUM BOARD CEILING i I — WOOD COVE MOLDING - 1/2 TYPE "X"GYPSUM BOARD I 1/2" TYPE'x GYPSUM BOARD FIRE SEPARATION WALL - 2 x 4 STUDS , 16 oc ASSEMBLY, SEE DETAILS 2x4 STUDS, 16 oc --- ABOVE FOR TYPE OF CONSTRUCTION ----- R- II FIBERGLASS INSULATION I R-ll FIBERGLASS INSULATION I LOCATION AND THICKNESS 7/16" TEXTURED HARDBOARD SIDING STATE OF FLORIDA SEE LISTING AGENCY STAMP FOR WIND VELOCITY , �..� ne f nrtenel {LAITY AFFAII193 AGENCY APPROVAL These prints comply with the Florida Manufactured Building Act of 1979 Construction Codes+ and adhere to the following criteria•. Const: Type Y-1- Occupancy Allowable No. of Floor I Wind valocft �S Fir Rating Ext. Wall 219pn— I` Approval to JUN ��� DONALD • L. KISE SKi P.E 8** MINIMUM TO FINAL GRADE DEPTH AS REQUIRED � 1 BY LOCAL CODE H. ALAN TAYLOR 4935 OLENTANGY RIVER ROAD © Copyright: 1987 BY CARDINAL INDUSTRIES INC. WOOD BASE MOLDING 3/4" A PA RATED STURD-I. FLOOR �— R- II FIBERGLASS INSULATION CONT SILL SEALER , F I CRAWL SPACE ---- BLOCK WALL OR PIER BEYOND 24"MIN DEPTH SEE FOUNDATION PLANS NOTE: SEE FOUNDATION PLANS, DETAILS AND NOTES FOR CRAWL SPACE CONSTRUCTION. LONGITUDINAL MODULE CROSS SECTION SCALE 112 1'- 0 ® Copyright 1987 By CARDINAL INDUSTRIES, INC. . WUIL: 1mULAlt JIULNALLJ ur TO ROOF/CEILING INSULATION AT EXTERIOR SIDEWALLS. is JOIST HANGER , TYPICAL i' 2 .8 JOIST, 24 o c 140 PSF L.L ) - — BLOCK PIER OR WALL BEYOND r SEE FOUNDATION PLANS ----- I ,1 It f1vokliwke THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINALINDUS- TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. R E V I S I O N S ARCHITECT SERIES 100 MODULAR UNITS MARK DATE COLUMBUS, OHIO [*CARDINAL. LONGITUDINAL MODULE CROSS SECTION OWNER ADDRESS HEADER DETAIL j THIS SHEET 2 . REQUIRED AS REQUIRED HURRICANE CLIP (co EACH RAFTER TAIL r 2 x4 TAILS Q 24"o. c. --� •— 2.6 SUB- FASCIA r r ""^•+ .— I x 8 FASCIA TRIM , F, I. 5" OGEE ALUMINUM GUTTER , F.I. (OPTIONAL) ALUM.F MOLD, FI. PERFORATED ALUMINUM SOFFIT , F I SOFFIT L MOLD, F I I x 6 TRIM , F I 2x3 ALUMINUM DOWNSPOUT, F 1. (OPT1 -- 7/16" TEXTURED HARDBOARD SIDING //�� ---- FINAL GRADE / 8 MIN TO WOOD SPLASHBLOCK OR DOWNSPOUT BOOT AS REQUIRED BY LOCAL CODE I OPTIONAL ) TESL WUvfm Na IaPa 11111E enlum a THE a16im OWIYIM AS »EFAMA E1 9. Aw TATUA. 001170. I93S MEaT ETYEa Mile, MINING. NOW W MIFIUTIaa a t»WMS » THEN ■F9aaxtME wwrxo vILL et KWITTU. W o » Tax aaull.as IHLL R T M A anus • IDIOM r a TE PW OF TIE aSli » W1111MI(S) Na O INGa1AR TENnIAATia W FxcTm-KrLT IIIIIIALIA STATE AFHN9M. SHEET NO. FLORIDA SA•13 SET N0. 5/ 01 / 1987 DATE ISSUED I . -N yyas as'Is at ..'.4.; t' 4" WIDE INSULATION RETAINER* 24 "0. C., NAIL TO BLOCKING 2x BLOCKING AS REQUIRED aG HURRICANE CUP (I� EACH RAFTER TAI✓r S! a, 2 x 4 RAFTER TA `* ` 24 "o C. ,% _ „ 2 x 6 SUB- FASCIA;�� " rt Ix8 FASCIA TRIM, FI - - 5" OGEE ALUMINUM GUTTER ,'F i ( OPTION&LI' ' ALUM. SOFFIT F MOLD F i. ='x PERFORATED ALUMINUM SOFFIT, F 1. 11/2"x Ii/2 SOFFIT L MOLD F I ="' k. 1 x6 TRIM F I. 2 x 3 ALUMINUM DOWNSPOUT, F i. ( OPTIONAL. -- r �, z ,aa d 22F t Fes•. , may€ �' sri --- R-11 i �` � � � R-11 FIBERGLA' all, -.. - SPLASHBLOCK OR DOWNSPOUT FOOT — CONT SILL SEALER ,FI CRAWL AS REQUIRED By LOCAL CODE (OPTIONAL I '. ' BLOCK WALL OR PIER BEYOND 24 MIN SEE FOUNDATION PLANS k {• ^ AGOCY APPROVAL These Prune comply With Ile Fbrkfa Manufactured Building Act of 1979 Construction Codes and adhere to the foNovAng criteria: CoasL• Type _ q 3 OCCtlpaflcl z �ss;vp Allowable Mo. Of Floors` VtMd Velnctty y ARp ' 'wral Date JUN 22199 H. ALAN TAYLOR ARCHITECT 4935 OLENTANGY RIVER ROAD COLUMBUS, OHIO U CaPyrtpht 19alp 81 NOTE: INSULATE SIDEWALLS UP TO ROOF/CEILING INSULATION R' ------ BLOCK PIER SEE FOUNDA NOTE: SEE FOUNDATION PLANS, ;5s IFTAILS AND NOTES FOR CRAWL YM SPACE CONSTRUCTION. � a- n ,,,� _ 1 Y �r r Y 4 3 LONGITUDINAL MODULE CROSS SECTI;.CI SCALE 1/2 D WARNING THESE PLANS 'AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- O Copyright 19 87 TRIES, INC. AND CAN NOT BE USED WITH - BY OUT ITS EXPRESS WRITTEN PERMISSION. CARDINAL INDUSTRIES, INC. I S SERIES 100 MODULAR UNITS MARK DATE [�J.CARDINAL. C LONGITUDINAL MODULE CROSS SECTION OWNER m I KA HEADER DETAIL THIS SHEET r 7 FINAL GRADE , 8 " MIN TO W000 x+ti_ V 4. • .w S "- — 1/2 TYPE ,�X". DRYWALL 1/2" I WATER REPELLANT GYPSUM SHEAT --- r - 2 A 3 (STUDS. ^- 24' oc. '1 1 t" ---- RII INSULATION (EFFECTIVE R 8.77 WHI OR OPTIONAL R-B FIBERGLASS INSULATION — WOOD( BASE MOLD IN$ q e9 I —� R It FIBERGLASS INSULATION 3 MIL VAPOR BARRIER ------// �� — ---4 WIDE METAL FIRESTOP 8 SILL SEALER (SEE DETAIL ON SHEET SA-9) I I �——CONC.I BLOCK PIER BEYOND I 1 �rHl[rjI'I�/.I fXli t>!t�IErIII JOIST HANGER , TYPICAL • CRAWL SPACE :�e' NOTE: SEE FOUNDATION PLANS, DETAILS AND NOTES FOR CRAWL SPACE CONSTRUCTION. ,. I �-A•dk'..k-� , '.. ' r.�.L.. , huk. a i5Y„ S W:}1 7. :: LONGITUDINAL MODULE CROSS SECTION SCALE 3/4„ : I -O H. ALAN TAYLOR ARCHITI 4935 OLENTANGY RIVER ROAD COLUMBUS, © CDPYrI gh%,= BY CARDINAL INDUSTRIES INC. R-II FIBERGLA INSULATION 1 2 It 3 CONT, TOP AND BOTTOM --C r/I6"- WAFERBOARD BOTH SIDES.. I I It 4 RAFTER TAILS' 24 all 5" OGEE ALUMINUM 2z6 SUBFASCIA HURRICANE CLIP +(A EACH RA.<,. iz8 FASCIA ` F II/2"x 11/2' HEADER DETAIL THIS SHEET 13"fALUMINUM - VNSPOUT (OPTIONAL{ LASH BLOCK WNSPOUT 8( AL"'TNUUSTATES, INC. _. Y1110,, THESE DMYIg6S ARE PFRROdR10li �.,, .>. a . .,,-. ,: ORISIM ORRYI64 AS PREPARED OF E. AW TRYLN. AROMITER, 4935 MrAILSY RIM IRAO, CQI . W10- W LODIFIGTICRS ON CMAWSES TO MU gEPq^AIKIRU DRAWIASS WILL WE PERMITTED. 117 6MMSFS TO TLESE DRAWIASS WILL BEGIRT IN A gELEASE Of LIABILITY OR M PART OF THE OESIGI PAOfESSIpLPLIS) PRO AN IIKDIATE TF1991MATlOIL W FACTptY-BOIIi LU�IUq STATE AIIE8IRL 4Pq IT WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. SERIES 100 MODULAR UNITS _ T10N S �a�` t, ' ,* SET NO rI e /. 11 I r _... M. D In this wall assembly 1/2" type X drywall is always glued and nailed to studs as called out on the fastening schedule. The 7/16" hardwood siding is also always nailed (see fastening schedule) to the 2 x 3 studs over the required sheathing. The type of sheathing and its method of attachment to the 2 x 3 studs is called out below. A - 1/2" gypsum sheathing is nailed (1" x 1-1/2" x 16 gauge staples at 4" o.c.) to 2 x 3's (#2 S.P.F. at 16" o.c.). B - 1/2" gypsum sheathing is glued (APA rated AFG-01 construction adhesive) and nailed (1" x 1-1/2" x 16 gauge staples at 4" o.c.) to 2 x 3's (#2 S.P.F. at 16" o.c.). C - 7/16" waferwood sheathing (A.P.A. span rating 24/0) is glued (A.P.A. rated AFG-01 construction adhesive) and nailed (7/16" x 1-1/2" x 16 gauge staples at 4" o.c.) to 2 x 3's (#2 S.P.F. at 16" o.c.) IND SPEED (MPH) 2Wt i ZONE 2 ZONE 3 A A C C C C L A B C A B B ..`- A - A A A A A NOTE THESE CONSTRUCTION METHODS DO NOT APP SIDEWALLS THAT HAVE BRICK OR STONE VENEER Y } pf w i .ail: K vs F F 5 H. ALAN TAYLOR ARCHITECT 4935 OLENTANGY RIVER ROAD COLUMBUS, OHIO © C0Pyrigh"t ,'f 1987 Bt D!NA INCNO F H GABLE ROOF/ FULL CATHEDRAL CEILING w L FY. SHED ROOF / FLAT CEILING 1 Z4 t z., IYESE DRAWINGS ARE REPROOuCIEU MLICATIA LuSc, ONI6111l ORAYIRCS AS PREPARED BY H. AIM EITECT, 4935 OLERTANDY RIVER ROAD. COLaeUS. 010, IFICATIORS OR CRAROES TO TRESE RFDROpHTBLE Yl LL K PERMITTED. My CMAIIIES TO THESE YRLI RESULT IR A RELEASE OF LIA ILL OR OF TIE DESIFM PROFESSIWML(S) An AIRIMMEDIATE IOP OF FACTORY -BUILT MOWIAR STATE ARPRUYAI. SERIES 100 MODULAR [�.]CARDIINAL. EXTERIOR SIDEWALL/WIND LOAD CONDITIONS RIDUBTAIES INCORPORATED OWNER AD MARK I DATE THESE THE SC NCT APP I Prinis comp I the s Manufactured Building 1979 Construction Cola others to tys fililonsevA I •ax°� 4 "` rem p a eR. vvxs` TIONS 0 - ALTERNATING2X BLOCKING Q PEAK ALTERNATING 2x BLOCKING (a) PEAK FIELD INSTALLED PRE-FAB FIELD INSTALLED PEAK VENT ASSEMBLY PEAK VENT ASSEMli,,; CLASS "A OR "C" ASPHALT SHINGLES CLASS "A" OR C` n, OVER 1 LAYER 15* ROOFING FELT OVER I LAYER I , OR EQUIVALENT UNDERLAYMENT „ �, ',.y}hF�y 1/2 " C-D PLYWOOD OR 7/16 " WAFERWO06D 7/I6" WAFERWC- !/ 2 x 6 RAFTERS , 240.c. ix 3 PURLINS , 2i"rA, �''V S—oW, t., FRAMING ANCHOR , TYPICAL FRAMING TANCH R ;„ P10 LA law,,.`. Viz.= R- FIBERGLASS INSULATION 2.6 JOISTS .24"o.0 I , I i 5/8" GYPSUM CEILING � !COVE MOLDING, ,I 4 t 1j2 " TYPE "x" GYPSUM `2 x4 STUDS, 16o � .lI. FIBERGLASS INSUTATt .dr 1 + , ,fr A. r -1 44*�1/16" TEXTURED HARDBOARD SIDING c BASE MOLDING ,{ ;, .,�Al 3/4 A PA. RATED STURD-1 FLOOR 2 x 8 JOISTS . 24 ' o c 140 P S F/ L L- I I ��.4,.. a " `JOIST HANGER ,TYP R-II FIBERGLASS INSULATION :CONT. SILL SEALER F.I. zy ; "�,,. i FOUNDATION WALL , SEE PLANS AND DETAIL k � © Copyright: 1987 lml GYPSUM ,. MOLDIN( 1-. TYPEy', 4' STUDS 1,jISERGLA TEXTURE SE MOLDING'r "A P.A RATt BJOISTS , 24 �R- II FIRE �— CONT SILL SECTION SCALE 1/2 I' - WARNING' THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS TRIES, INC. AND CAN NOT BE USED vrtght 1987 By INDUSTRIES, I ALTERNATING 2x BLOCKING (0) P "TFIELD INSTALLED PRE FAQ - r gyp,; PEAK VENT ASSEMBLY fa ';.` °'✓ CLASS "A" OR "C •, ASPHALT' a".: OVER 1 LAYER 15# ROOFING � � x I R EQUIVALENT UNDERIAYMEN' -'.wp",. AA" C D PLYWOOD sx a � rt PURLINS , 24 o C 2 x 6 RAFTERS, 24 "o-[' ' FRAMING ANCHOR, TYPICA''�u IT i SCALE : 1/2 C-O" OUT ITS EXPRESS WRITTEN PERMISSt ARCHITECT I I SERIES 100 MODULAR COLUMBUS, OHIO TA CARDINA D. LATERAL MODULE SECTIONS All DWNE: 5�7a �,A Aa ADDRESS R E V I S I O N AFFAIRS 4 I H. ALAN TAYLOR © Copyright : 1987 BY CARDINAL INDUSTRIES INC r LAUNDRY / BATH MODULE ; TYPICAL OF MODULES 3' VENT TMROU6H ROOF FURNISHED BY CARDINAL INDUSTRIES AND FIELD INSTALLED BY PLUMBING CONTRACTOR , MINIMUM �1 12 'ABOVE ROOF G I\ \ THIS PORTION OF I\\ 1 \ 11/2 VENT FURNISHED I \\\ 9Y CARDINAL MD. AND I FIELD INSTALLED BY 3• PLUMBING CONTRACTOR I \ RUN TO BAC MODULE. I 1 LAV. 1 11/2 I I I 1 2" MASHER TUB STANOPIPE W.C. 11/2 J 3 11/2 CONNECTION TO BUILDING DRAIN IN THE FIELD BY THE PLUMBING CONTRACTOR. WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINALINDUS- TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESS WRITTEN PERMISSION. NOTE - ALL PLUMBING FIXTURES BY CA INDUSTRIES- SEE SHUT-OFF VALVE ELECTRIC M.R.T. M/3/4'TBI RELIEF VALVE M/ 3/4 ' DISCHARGE Zµ iAS R'C � In YAN. NOTE ALL CONNECTIONS TO PLUMBING FIXTURES BY CARDINAL INDUSTRIES . REVISIONS ARCHITECTS SERIES 100 MODULAR UNITS MARK DATE COLUMBUS, OHIO [SCARDINAL INDUSTRIES INCORPORATED APARTMENT MODULES SANITARY STACK AND WATER RISER DIAGRAMS, NO SCALE OWNER ADDRESS STATE OF FLu SEE LISTING AGENT. STAMP FOR WIND VELOCITY q DEPT. OF COMMUNITY AFFAIRS pie AGENCY APPROVAL These prints comply with the Florida Manufactured Building Act of 1979 Construction Codes and adhere to the following criteria: Const: Typo Occupancy t''1 Allowable No. of Floors Wind Velocity_ Firs Rating Ext Wails �i /�(y Approval Oat UN 2 2 1987 D NALO L. IS�I P.E., INC. CONNECTIONS IN THE FIELD BY PLUMBING CONTRACTOR nee BNVING$ AIM MPAWI lC DIRLIGTES M THE ORIGINµ NVWING3 AS PREPAMA NY N. AM TAROK. MSNrna. 4935 OLE MY RIVIR AMD, CKWIM5, W10. All 100IFIGTIONS ON 01ANGE5 M MSE 12TROgXIELE DPAMINGS Mltl lE PEMITTEO. My DIANGES M TIMSE MMMINGS M}LL 1554.7 IN A MLEASE W LWRITY d TIE PAFI OF THE DESIGN M110RUSIOINL(S) MO MI INMDIATE TEMIMTION OF FACTOAI-WILT ROW(AA STATE APARDYAL. SHEET NO. ELORIDA DA-1 SET N0. 5/01/1987 DATeISSUED mi KITCHEN MODULE TYPICAL OF MODULES BAC or CO or AC KITCHEN / BATH MODULE TYPICAL OF MODULES ALTERNATE ( SEE NOTE BELOW) THIS PORTION OF 11/1 • VENT PROVIDED NY CARDINAL INDUSTRIES AND FIELD INSTALLED ABOVE THE CEILING BY PLUNGING CONTR. / / / NOT(: ALL COMM[CTIOw] TO FIXTURE] Or CARDINAL INDUSTRIES - 11/2 ALTERNATE PRO -VENT" w I / SECONDARYPLUMBING VENT SYSTEM PER $ B C C/ 7909 N I G RI TCHEn SING : alrm DISPOSAL J II/1 < / _ 0 A[ < u j• WITH OPT. DISHWASHER a 11/E CONNECTION TO BUILDING DRAIN IN THE FIELD BY THE PLUMBING CONTRACTOR MASTER BATH MODULE ; TYPICAL OF MODULES S VENT THROUGH POOP IURXISM(D fBY CARDINAL /mOUSTRIE3 ANO FIELD INSTALLED BY PD.Im BIND COm TNACrOR Minimum G • ABOVE ROOF NOTE • ALL CONNECTION! 4 TO FIXTURES A I CARDINAL INDUSTRIES 3• LAV /E AN I Y I V \ coxmc CTIOm TO BUILDING DRAIN IN THE FIELD or TH( ILUNIINS CONTRACTOR AGENCY APPROVAL These prints Comply with the Florida Manufactured BWidleg NICK CIT A", and adhere b the following Criteria- Cant: Type Occupancy _gam Allowable No. of Room Wind Velocity �S Fire Rating Ext. WON& L RDDr21987 wal Oat By:. s�'s--- DONALD L. PtISELEWAI P E, INC. REVISIONS H. ALAN TAYLOR ARCHITECTS COLUMBUS, OHIO [�CARDIINAL SERIES 100 MODULAR UNITS MARK DATE INDUSTRIES INCORPORATED APARTMENT MODULES SANITARY STACK AND WATER RISER DIAGRAMS NO SCALE _— OWNER -- ADDRESS off ON 4ts O ft L N£P IS 0 NOTE I ALL /LUNSIRS FIXTURES By CARDINAL INDUSTRIES. SEE SPECS. LI t 1 R 1/2 C.W. TO RIGHT SIDE AND WE • IF IN TO LIFT SIDE OF KITCHEN SINK IN THE FIELD BY J. PLUNSINS CONTRACTOR. (H) or H2� 3• VENT RFURNISHED By CARDINAL INDUSTRIES AND FIELD INSTALLED BY PLUMBING CONTRACTOR MINIMUM 6 ABOVE ROOF. I I ! ' 3 Ir LAW. WE I W C. 3 • I .z CONNECTION IN THE FIELD BY PLUMBING CONTRACTOR 019 or NOT( I ALL PLUMBING f/XTURES By CARDINAL INDUSTRIES - SEE SPECS, ELECTRIC P.w.T W/ 3/4• TEMP a PRE13. VALVE AND DISCHARGE TO DRAIN PAN W/ I • ONAIN LAUNDRY / BATH MODULE -, TYPICAL OF MODULES off SO t •J£ JP� /• � LI2 5000 00 A 10 I 0 fJ 10 4 t ! C � Lt CM[V D f ts"", Off Ut . f�`J£ „'_ J P CONNECTION IN THE FIELD]ft `'11A• OF PLO-61MG CONTRACTOR LBD) or �D> J --' S v[NY TNROUGN ROOF FUNMISH(D (T CAROIMAL INDUSTRIES AND "FLO Nor( ALL PLUMBIN( IN31"ALL(D BY PLUNGING CONTRACTOR PIITVR(S BV CARDINAL Il MINIMUM G' ABOVE ROOF INDU(TRI(f . $(( 3KC7 r � I � ' 3 AI •FNNAII I S(( 11rc N(N YOOV[L 31 \ [t (CTNIC M W T W/ ' r \ THIS PORTION Of 11/8 5/1r(NP a polls �-- /URNS SN[O CARDINAL OIL -IF VALVE W/ 1N• �I NDU ` MDUSi NI(S AND FIELD INSTALL (O E OI(CNARGI Br PLUMBING CONTRACTOR I E WASHER I V(NF RUN TO ADJACINI WODUI( i STANOPIP( I LAUNDRY BIBGG 1/2 V -_1 T a C ,.. 11/( • LAVATORT �C Copyright 1983 8y CARptNA,. INDUSTRIES INC $VOGtG t aJ Mt RO `fJG O � L 5CREH'URIVER STOPS(TYP 21� i rat . 1 Of P Jt I1 V CORRECTION! IN THE FIELD By THE PLUM/INO CONTRACTOR STATE OF FLORIDA RB♦ OT[. ALL F, CARDINAL IROUl NOVSIFTRI(] SEE LISTING AGENCY Big S.ECj. STAMP FOR WIND VELOCITY DEPT. OF COMMUNITY AFFAIRS WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS. TRIES, INC. AND CAN NOT BE USED WITH. OUT ITS EXPRESS WRITTEN PERMISSION. Mort ALL COMN(CTIOMI S-- r0 nXruR[f •r CARDINAL IXOV$FNI[] "Al- CONNECTION TO GUILDIND DNAIM IM THE FIELD By THE PLUMBING CONTRACTOR L AVATORY SCREWDRIVER ,STOP$ ( TYP 2 ) SHUT -Of? VALVE ---1/1 • SNOW(# - Sf R[WOR1V(R •^ 110P9 I TIP OF I -.. TO rug ISHUT - OFF VAL V( I 3/R • I \\�� CONNECTIONS In THE --� FIELD By PLUNGING CONTRACTOR THESE DRAWINGS ARE mPROWCIfIE OUfLluns a TIE MIGIWL OWILMS M PREPARED In A. AUX TAnOR. ARCHITECT. 4115 OLOTIMT RIYER ROAD, C ,,,, W10. AO H10IFIUT106 (R CHAAGES TO THESE INCaIx ISLE O1UAI*M WILL m PEMTTIEO. MY OUNCES TO TIE5E DWN DELS PILL RESULT 11 A RELIAM N LIANIITTT ml TIR PART OF TIE OfSIM PRORSSIONI AM M IIfEOTATI TIMINTION OF FACTORT.funT NXIULAR STAG NFROYu. SHEET NO. FLORIDA _. DA 92 SET Ny. 5/OI/4987 DATE /;SUED r - a T F ELECTRIC LAUNDRY P, 120/240 VOLT, 3 3R SINGLE METER I POLE - 200 AMP MAIN Bi LAUNDRY „TER CENTER. L. -IOO kMP MAIN BREAKER FOR BEDROOM 8 TWO BEDROOM. . 2P - 125 AMP MAIN BREAKER FOR BEDROOM AND TWO BEDROOM UNIT PTIONAL DEN. AMP I.C. OR 22,000 AMP I.C. j( CALCULATED FAULT CURRENT ;,"ROUGH 22,000 AMPS FEED THREE BEDROOM AND TWO BEDROOM WITH OPTIONAL DEN WITH 3 - N2 2 RHH Cu. WITH -ADDITIONAL INSULATED EQUIPMENT GROUND OR: 3 - 1/0 RHH Al. WITH ADDITIONAL INSULATED EQUIPMENT GROUND FEED STUDIO ONE BEDROOM AND TWO BEDROOM WItH : 3 - N2 4 RHH Cu. WITH ADDITIONAL INSULATED EQUIPMENT GROUND 3- N22 RHH Al. WITH ADDITIONAL IN ATED EQUIPM ENT GROUND y EED TOTAL ELECTRIC LAUNDRY WITH 3- N2 2/0 RHH Cu. WITH ADDITIONAL INSULATED EQUIPMENT GROUND OR 3 - N2 4/0 RHH Al. WITH ADDITIONAL INSULATED EQUIPMENT GROUND �f R FEED OPTIONAL GAS LAUNDRY WITH 3 - N2 4 RHH Cu. WITH ADDITIONAL INSULATED EQUIPMENT GROUND OR; 3 - N2 2 RHH AL WITH ADDITIONAL INSULATED EQUIPMENT GROUND. BONDED AS PER LAUNDRY MODULE N S ALL ELECTRIC LAUNDRY MODULE - UTILIZE PULL ' AND FEED 200 AMP METER w/ N2 3/0 AWG THW>Cu. 2 CONDUIT. FEED LOAD CENTER w/ N2 2/0 RHH Cu, OR 3/0 RHH Al. w/ ADDITIONAL INSULATED EQUIPMENT GROUND NATURAL GAS LAUNDRY MODULE - UTILIZE TYPICAL 125 MMODULAR PETER. FEED LOAD CENTER w/ N2 2 RHH G 6o— INSULATED EQUIPMENT C 1/0 R AI. w/ ADDITIONAL 4-6 UN NOT ": I N.E.C. REFERENCE NOTES NUMBER OF SERVICE E. SERVING SEPARATE E EXCEPTION #'2 REF. NUMBER OF D($CON ENCLOSURE, s ENCLOSURE PASS CABLES THROUGH DECK BAND, BEND INTO CRAWL SPACE (TYPICAL) N2 3/0 THW Cu. IN 2" CONDUIT— N2 6 BARE COPPER GROUNDING WIRE FROM NEUTRAL BUSS TO GROUND ROD. GRADE 5/8" x 8'-0" GALVANIZED GROUND ROD _ fo I nc of �z� C) Copyright 1983 By ( 1984 N.E.C. ) INCE CONDUCTOR LURES SEE 2 6"x 24"x 24" MINIMUM PULLBOX I PULLBOX SIZED PER N. E.C. 370-18 ) LAUNDRY MODULE NOTES ALL ELECTRIC LAUNDRY MODULE - AS NATURAL GAS LAUNDRY - U AMP MODULAR METER FEED OR 1/0 RHH Al. w/ ADDITIONAL INSULA' IT 0 CopyrW 1983 BY CARDINAL INDUSTRIES, INC. 3 - N2 350 MCM THW Cu IN 3" CONDUIT OR 3 - N2 500 MCM THW Al. IN 3" CONDUIT PASS CABLES THROUGH DECK BAND, / BEND INTO CRAWL SPACE ( TYPICAL } N2 2/0 BARE COPPER BONDING WIRE "' �l TO BUILDING META WATER SYST FROM NEUTRAL B R N2 6 BARE COPPER GROUNDING WIRE FROM NEUTRAL BUSS TO GROUND R 7-12 UNIT METER C NOT TO SCALE air` �T: WARNING. iE PLANS AND SPECIFICATIONS ARE SOLE PROPERTY OF CARDINAL INDUS- i, INC. AND CAN NOT BE USED WITH- 5/8" It 8-0" GALVANIZED GROUND ROD CONDUIT AND WIRE FURNISHED, SIZED Ailro INSTALLED BY ELECTRIC UTILITY COMPANY TO TRANSFORMER ■m /01/i987 STUD10 APARTMENT MODULEMAIN AND (E ) SIZESHOWN ON ELECTRIC PANEL SCHEDULE SHEET BREAKER WITH METERD CENTER ER INFORMATION AMP 125 - HERTZ 60 WITH GROUND BUS VOLTAGE 120 / 240 A. 1. C. 10,000 WITH SOLID NEUTRAL PHASE 0 1 TRIM FLUSH WITH MAIN CIRCUIT BREAKER ❑ WIRE ( SEE SHEET 0A3) SURFACE ❑ MAIN LUGS ONLY CIRCUIT DESCRIPTION / ELECTRICAL LOAD •Ill[ size CN. on. AJIMIOLX CIA. NO. NT/EOPT. GROUND CIR. MD. cot.RR. AMP/i WIRE SIZE CIRCUIT DESCRIPTION / ELECTRICAL LOAD Kitchen 6 Refrigerator; Outlets 12-2 0/1 i X X 2 20/1 1 12-2 Kitchen 6 Dining; Outlets Zoneline P.T.A.C. 12-2 20,12 3 X 4 40/2 8-3 Electric Range S 6 Hot Water Heater 10-2 0/2 7 g Spare 1 9 10 Spare Garbage Disposal 14-2 15/1 11 12 Spare Kitchen 6 Living; Lights & Outlets + 14-2 15/1 13 115 14 Spare Spare I6 Spare STUD10 APARTMENT MODULES IS 074 ELECTRIC PANEL S C H E D U L E MAIN BREAKER AND FEEDER SIZES SHOWN ON SHEET DA3 WITH METER CENTER INFORMATION. AMP 125 VOLTAGE 120 / 240 PHASE 0 1 WIRE ( SEE SHEET DA3) HERTZ A. I. C. TRIM + 60 10,000 FLUSH SURFACE ❑ WITH GROUND BUS WITH SOLID NEUTRAL WITH MAIN CIRCUIT BREAKER MAIN LUGS ONLY ❑ CIRCUIT DESCRIPTION / ELECTRICAL LOAD WIRE SIZE CIR. M[ AMWMA CIR. RD. W EOPT. OROU M Cie. NO, Co. IRK. AMP/ WINE SIIE CIRCUIT DESCRIPTION / ELECTRICAL LOAD Kitchen 6 Refrigerator; Outlets 2-2 0/1 1 2 0/1 12-2 Kitchen 6 Dining; Outlets Zoneline P.T.A.C. 2-2 0/2 3 X 4 0/2 8-3 Electric Range S 6 Hot Water Heater 0-2 O/2 7 B 15/1 14-2 Bedroom; Outlets 9 10 Spare Garbage Disposal 4-2 5/1 11 12 Spare Kitchen 6 Living; Lights 6 Outlets 4-2 5/1 13 14 Spare Spare 15 16 Spare AGENCY APPROVAL These pnnts comply with the Florida Manufactured Building ct of 1979 Construction Code and adhere to the following criteria: Const: Type -y-4- Occupancy R Allowable No. of Floors Wind Velocity I� Are Rating Eat. Weiss v Apprwal Dot JUN 2 2198%`- By: D6NALD L. PhSELEWAI P.E., IMC. H. ALAN TAYLOR © Copyright : 1983 1:. CARp,NA''- INDUSTRIES STATE OF FLORIDA SEE LISTING AGENCY' STAMP FOR WIND VELOCITY DEPT, OF COMMUNITY AFFAIRS ik.e IF THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINALINDUS- TRIES, INC. AND CAN NOT BE USED WITH. OUT ITS EXPRESS WRITTEN PERMISSION. ONE BEDROOM APARTMENT I MODULESMAIN AC BD ELECTRIC PANEL SCHEDULE AND SIZESHOWN ON SHEETS DA3EWITH ME ERDER CENTERINFORMATION AMP 125 VOLTAGE 120 / 240 PHASE 0 1 WIRE ( SEE SHEET D A 3 1 MERTZ A. 1. C. TRIM : 60 10,000 FLUSH SURFACE ❑ WITH GROUND BUS �. WITH SOLID NEUTRAL WITH MAIN CIRCUIT BREAKER ❑ MAIN LUGS ONLY CIRCUIT DESCRIPTION / ELECTRICAL LOAD Will[ size CIR. GAR. 4NINPmt CIR. No, Weepy, GROUND CIR. ND. CN- am. M /JOIl WIRE file CIRCUIT DESCRIPTION / ELECTRICAL LOAD Kitchen 6 Refrigerator; Outlets 12-2 i 2 20/1 12-2 Kitchen 6 Dining; Outlets Zoneline P.T.A.C. 12-2 r/2 3 4 40/2 8-3 Electric Range 5 6 Hot Water Heater 10-2 7 B 3Q-2 10-3 Clothes Dryer 9 10 Garbage Disposal 14-2 5/1 11 12 15/1 14-2. Bedroom, Bath, Utility: Lights 6 Outlets Kitchen 6 Living; Lights 6 Outlets + 14-2 15/1 13 14 15/1 14-2 Dishwasher (Optional) Washer Receptacle 12-2 0/1 15 16 1 Spare ONE BEDROOM - BARRIER FREE APARTMENT MODULESMAIN BAC BBE ELECTRIC PANEL SCHEDULE ND SIZESHOWN ON SHEET BREAKEROA 3 WI WITMETERO CENTER ER INFORMATION. co AMP 125 HERTZ 60 WITH GROUND BUS z VOLTAGE 120 / 240 A. 1. C. t0,000 WITH SOLID NEUTRAL m El w PHASE 0 I TRIM : FLUSH ® WITH MAIN CIRCUIT BREAKER ❑ 1 N WIRE ISEE SHEET D A 3 1 SURFACE ❑ MAIN LUGS ONLY in T 0 Z U J WIRE OR IRA. CIR. WW CDPT. CM. CIA. MN. WIRC G CIRCUIT DESCRIPTION / ELECTRICAL LOAD bZE AMWPOU NO. GROUND No. A /ROLE sT2E CIRCUIT DESCRIPTION / ELECTRICAL LOAD - ® Z_ Kitchen h Refrigerator; Outlets 12-2 0/1 2 20/1 12-2 Kitchen 6 Dining; Outlets cc � 4 r 6 Zoneline P.T.A.C. 12-2 0/2 0/2 8-3 Electric Range a 10 Hot Water Heater 10-2 0/2 30-2 10-3 Clothes Dryer Garbage Disposal 14-2 15/1 11 12 15/1 14 -2 Bedroom, Bath, Utilityi Lights 6 Outlets Kitchen 6 Living; Lights 6 Outlets 14-2 15/1 13 14 1511 14-2 Dishwasher (Optional) Washer Receptacle 12-2 0/1 IS 16 1 1 Spare NOTES: 1. All lights and outlets furnished and installed by Cardinal Industries. 2. All interior light panels furnished and installed by Cardinal Industries. 3. Main power supply from meter base to service panels by Electric Contractor. 4. Fire warning device this circuit; + REVISIONS ARCHITECTS SERIES 100 MODULAR UNITS MARK DATE COLUMBUS, OHIO N.CARDINAL INDUSTRIES INCORPORATED APARTMENT ELECTRIC PANEL SCHEDULES AND NOTE'j OWNER ` ADDRESS TIIESI DRAWINGS AR REPOOXTNT NPLIUTn a 'TT NIIGIRAL ONAW W AS MPAAEO WT A. WM TARNI. AACNITECT. AWJS OENIAIIGT KIWI NOD, CO.Des. OIIO. NS NmTrIUTiOS ON ENARfES TO TIMM tPRIOCISLT DRAWINGS WILL ME PENNITEO. ANT OVINIZS TO TIITSE DRAWINGS WILL RESIAT IN A XUASE OrLUMILITT ON THE PUT V TNT NSIM POrESSIOML(S) AM M IW"IAn TTUTNTION a FA TOKT-MILT NANAAR STATE AIMDWAt. SHEET NO. FLORIDA DA• 4 SET NO. 5/01/1967 DATE ISSUED TWO BEDROOM APARTMENT MODULES fR CD O TWO BEDROOM APARTMENT WITH DEN MODULESMAIN DO A2 CO O ELECTRIC PANEL SCHEDULE SHEET BREAKERAND SHOWN ON R DA3£ WITH METERD CENTER ER IN INFORMATION. ELECTRIC PANEL SCHEDULE NDSIZE MAIN BRDAA3 SHEETSIZE WITH CENTER INFORMATION AMP 125 HERTZ 60 WITH GROUND BUS ® AMP 125 HERTZ 60 WITH GROUND BUS 9 VOLTAGE 120 / 240 A. 1. C. 10,000 WITH SOLID NEUTRAL ® VOLTAGE 120 / 240 A. 1. C. 10,000 WITH SOLID NEUTRAL PHASE 0 1 TRIM FLUSH WITH MAIN CIRCUIT BREAKER ❑ PHASE 0 1 TRIM FLUSH WITH MAIN CIRCUIT BREAKER ❑ , WIRE (SEE SHEET 0 A 3 1 SURFACE ❑ MAIN LUGS ONLY ® WIRE (SEE SHEET DA3) SURFACE ❑ MAIN LUGS ONLY CIRCUIT DESCRIPTION / ELECTRICAL LOAD WINE 71[[ CIR. BRK. CIN. W to".. AMMPQE NO. GROUND CIR. MO. CIR. ORK. W►/POLE WIRE S12[ CIRCUIT OISCRI►TION / [L [CTRICRL LORD CIRCUIT pf._C-.VnON / ELECTRICAL LOAD MIRE E12E CIA. MK. CIR. A/ F.OPT. AMN90LE NO, CIR CA "K VIAE GROUND NO AAP/PELF sl2[ CIRCUIT DESCRIPTION / ELECTRICAL LOAD Kitchen & Refrigerator; Outlets 12-2 20/1 ; 2 1 20/1 12-2 Kitchen; Outlets Kitchen & Refrigerator; Outlets 12-2 20/1 2011 12-2 Kitchen & Dining; Outlets l><t><2 X3 4 3 4 Zoneline P.T.A.C. 10-2 30/2 5 6 40/2 8-3 Electric Range Zoneline P.T.A.C. 10-2 30/2 5 X 6 0/2 8 3 ElecLric lunge 7 8 7 8 Hot Water Heater 10-2 30/2 y IO 30/2 10-3 Clothes Dryer Ho[ Water Heater 10-2 30/2 9 O 30(2 10-3 CLothEe Dryer Garbage Disposal 14-2 15/1 II 12 15/1 14-2 Bedroom, Bath, Utility: Lights &Outlets Garbage Disposal 14-2 15/1 1i 12 15/1 14-2 Bedroom, Bath, Utility: Lights & Outlets Bedroom, Hall, Kitchen; Lights &Outlets 14-2 15/1 13 14 15/1 14-2 Dishwasher (Optional) Kitchen & Hall; Lights & Outlets 14-2 15/1 13 XX 14 15/1 14-2 Dishwasher (Optional) Washer Receptacle 12-2 2011 l5 16 Washer Receptacle 12-2 20/1 15 X 16 Spare Living Room; Lights & Outlets 14-2 15/1 17 IB Living & Dining; Lights & Outlets 14-2 15/1 17 18 1 Spare I9 20 19 20 Spare 21 22 Zoneline Air Conditioner DO 12-2 20/2 21 22 Spare 23 1 24 1 1 Den & Closet; Lights & Outlets 14-2 15/1 P3 24 Spare TWO BEDROOM / TWO BATH / CENTER KITCHEN ; MODULES H2 AC BD THREE BEDROOM APARTMENT MODULESMAIN HO A2 OD ELECTRIC PANEL SCHEDULE SHEET BREAKERSIZESHOWN ON WITHH METERDER CENTER INFO INFORMATION. ELECTRIC PANEL SCHEDULE MAIN SHOWN ON BRDA3E SHEET WITANDH METERD CENSIZE TER INFORMATION AMP 125 HERTZ 60 WITH GROUND BUS ® AMP 125 HERTZ 60 WITH GROUND BUS z VOLTAGE 120 / 240 A. 1. C. 10,000 WITH SOLID NEUTRAL ® n y VOLTAGE 120 / 240 A. I. C. 10,000 WITH SOLID NEUTRAL PHASE 0 1 TRIM FLUSH ® WITH MAIN CIRCUIT BREAKER ❑ m w �' PHASE 0 1 TRIM FLUSH )� WITH MAIN CIRCUIT BREAKER ❑ WIRE (SEE SHEET DA3) SURFACE ❑ MAIN LUGS ONLY ® rmZ WIRE (SEE SHEET D A 3 1 SURFACE ❑ MAIN LUGS ONLY n _ CIRCUIT DESCRIPTION / ELECTRICAL LOAD MIRE E12E CIR. L GIs, GR EOPT. fYN RORt NO. GROUND CIN. N0. CIR. ERN. IBG//R11C MIRE 711E CIRCUIT DESCRIPTION / ELECTRICAL LOAD L) J CIRCUIT DESCRIPTION / ELECTRICAL LOAD MI BE S4[ CIR. Sax CIR. W/ E " AMNVOLE N0. CIA CIA BAR. WIRE ® Z GR OUND NO AMP/ROLE 312E CIRCUIT DESCRIPTION / ELECTRICAL LOAD Kitchen & Refrigerator; Outlets 2-2 O/1 I 1 X X 2 2011 12-2 Kitchen & Dining; Outlets ¢ Kitchen & Refrigerator; Outlets 12-2 20/1 2 20/1 12-2 Kitchen; Outlets 3 4 3 4 Zoneline P.T.A.C. 2-2 0/2 5 6 40/2 8-3 Electric Range Zoneline P.T.A.C. © 10-2 30/2 S X 6 40/2 8-3 Electric _ Range 7 B 7 8 Hot Water Heater 0-2 30/2 9 l0 30/2 10-3 Clothes Dryer Hot Water Heater 10-2 30/2 9 10 30/2 10-3 Clothes Dryer Garbage Disposal 4-2 15/1 it 12 15/1 14-2 Bedroom, Bath, Utility: Lights & Outlets Garbage Disposal 14-2 I5/1 11 t2 15/1 14-2 Bedroom, Bath, Utility: Lights &Outlets Kitchen & Living; Lights & Outlets 4-2 15/1 1 13 XX 14 15/1 14-2 Dishwasher (Optional) Bedroom, Hall, Kitchen; Lights & Outlets + 14-2 15/1 13 14 15/1 14-2 Dishwasher (Optional) Washer Receptacle 2-2 20/1 IS 16 Washer Receptacle 12-2 20/1 15 16 Spare t 17 Living Room; Lights & Outlets + 14-2 15/1 17 IB Spare 'i 19jt20 19 20 Spare Zoneline P.T.A.C. 2-2 20/2 21 Zoneline P.T.A.C. 6H) 12-2 20/2 21 22 Spare Master Bedroom; Lights &,Outlets 14-2 15/1 23 Master Bedroom; Lights &Outlets 14-2 15/1 23 24 Spare AGENCY APPROVAL mess pnnts Comply with the Florida Manufactured Building Act of 1979 Construction Codas and adhere to the following cnterta: < Onst; I yps Occupancy Aaowa0le No. of Floors WEnd Velocity Fka, Rating ERL Walls Approval Date . II I D0JALD L. H. KI P.E., INC. N TAYL R Copyright : 1983 BY CARDINAL INDUSTRIES INC STATE OF FLORID, SEE LISTING AGENCY STAMP FOR WIND VELOCITY DEPT, OF COMMUNITY AFFalcc WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINALINDUS- TRIES, INC. AND CAN NOT BE USED WITH• JOUT ITS EXPRESS WRITTEN PERMISSION. NOTES: 1. All lights and outlets furnished and installed by Cardinal Industries. 2, All interior light panels furnished and installed by Cardinal Industries. 3. Main power supply from meter base to service panels by Electric Contractor. 4. Fire warning device this circuit; + REVISIONS ARCHITECTS MARK DATE COLUMBUS, OHIO (.]CARDINAL SERIES 100 MODULAR UNITS RM DUSTR1ES INCORPORATED APARTMENT ELECTRIC PANEL SCHEDULES AND NOTES OWNER ADDRESS THESE DRAWINGS ARE REPRODIKISLE AMLIUTES OF LIE M161ML OMYINGS AS PREPARED 51 M. AUN TAYLOR, MEN ITEn. 4935 Ou"M;Y RIVER ROM. COLIANOS, ONTO. At NXII1CATIOMS OR CM RaS To TMfSE REPRmIKIME DREM;10 WILL RE PERNIRED. MY CMAGEf M THESE DMIRKS WILL WSOL.T IM A RELEASE OF LIABILITY ON TM PART OF Ilk %Sla PROVESSIOMLISI AAO M INROIAn TEMIMTIOR OF FACTORY -MALT 11001A R STAn APPROVAL. SHFET NO. - FL')RIDA DA.5 SET No. 5/0, / 1987 DATEISSUED uW WARNING THESE PLANS AND SPECIFICATIONS ARE 'rHE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH. OUT ITS EXPRESS WRITTEN PERMISSION. TWO BEDROOM APARTMENT WITH COMMON SPACE : MODULES MAIN BREAKER AND FEEDER SIZES SHOWN ON ELECTRIC PANEL SCHEDULE SHEET DA 3 WITH METER CENTER INFORMATION. AMP 125 HERTZ 60 WITH GROUND BUS VOLTAGE 120 / 240 A. I. C. 10,000 WITH SOLID NEUTRAL PHASE D 1 TRIM FLUSH WITH MAIN CIRCUIT BREAKER ❑ WIRE I SEE SHEET D A 3 1 SURFACE ❑ MAIN LUGS ONLY CIRCUIT DESCRIPTION / ELECTRICAL LOAD NI RE 51ZE CIR-IRK . AMA/POLE CIR. NO. W/EOIT. GROUND CIR_ NO CIR./RR. UIP/tOLE WIRE SIZE CIRCUIT DESCRIPTION / ELECTRICAL LOAD Kitchen Outlets 12-2 20/1 1 xx 2 20/1 12-2 Kitchen Outlets Zoneline Air Conditioning 12-2 20/2 3 4 40/2 8-3 Electric Range 5 6 Electric Water Heater 10-2 30/2 7 X B 30/2 10-3 Electric Clothes Dryer 9 10 Garbage Disposal 14-2 15/1 11 12 1 15/1 14-2 Bedroom and Utility; Lights and Outlets Kitchen 6 Living; Lights fi Outlets; Hood 14-2 15/1 13 14 1 15/1 14-2 Common Space; Lights and Outlets Washer Receptacle 12-2 20/1 IS 16 20 12-2 Zoneline Air Conditioning 17 18 Zoneline Air Conditioning 12-2 20/2 19 20 21 22 M�cro� Ro,i rnnm• Tinhrc A E1nrinrc M Rnrh 1L-9 15/1 23 24 ' cD Copyrlght 1983 By CARDINAL INDUSTRIES, INC. NOTES: 1. All lights and outlets furnished and installed by Cardinal Industries. 2. All interior light panels furnished and installed by Cardinal Industries. 3. Main power supply from meter base to service panels by Electric Contractor. 4. Fire warning device this circuit; REVISIONS H. ALAN TAYLOR ARCHITECTS MARK DATE COLUMBUS, OHIO §.].CARDINALusTRlSSERIES 100 MODULAR UNITS APARTMENT ELECTRIC PANEL SCHEDULES AND NODES © Copyright 1983 OWNER BY CARDINAL INDUSTRIES INC. ADDRESS STATE OF F �.v ?I o A SEE LISTING AGENCY STAMP FOR WIND VELOCITY q DCPi'. OF COMMWWTYAFFAIRS AGENCY APPROVAL These pants comply with 00 Florida Manufactured aWldYt Act of 1979 Construction lodes and adhere to the following crtbria Const Type occupancy Allowable No. of Floors Wind Velocity Fire Rating Ext. Walls Approval Deyd UN 2 DONALD L. KISELEWSKI P.E., INC. TIRSE OMNIMS AIR REPRBNICIME BwLIaTES Or THE ORIGIMI NUBlM$ a PREPARED IT N. AIAB TAYUNI, ARcxlRcr, APts a[NTANRT A:ru AwB, [ouNevs, oxm. N NODIFICATIM a Ox $ " TIESE A[MOd.CIBLE ORANIN6S wlu. OF PEMITTTB. MAT DU s TO TN[S[ NU"S CLl WnLT TO A IELLUSE OF LIABILITY OR TN[ PART OF TN[ O[SIGN MOMSIOUL(S) AM AN INEOIATE FEWIMTINI OF WTMY-RU:LT MOGUW STAR APPIGII4. SHEE'1 NO. FLONIDA DA•6 SET NO. 5/01/ 1987 DATE ISt:IUED alp so F Q Copyright 1983 BY CARDINAL INDUSTRIES, INC. ri r s PARTMENT A�` 1 fi I AF 2 {i Y H2 AC x't + ' TWO BEDROOM / TWO BATH I CENTER BAY KITCHEN APARTMENT SCALE - 3 / 16� o f * F WARNING THESE PLANS AND SPECIFICATIONS ARE ua r THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH. <, OUT ITS EXPRESS WRITTEN PERMISSION. Y" ,CO UMMBUS, OOH3O [�.].CARDINAL SERFS 100 MODULAR UNIINDUSTRIES INCORPORATED ` APARTMENT PLANS WITH MODULE CONFIGURATION z&r:',i ` ;n i''"•g"�rv,�'s.;'° +yA+£ ='F ^�^� `'Al A ., ' rid 3 OWNE( 1.,. l� t.P .k y�}gI���dl - H 4 '�k+ f o 4 u...} Y ,� �'+y k' "i'iiy�$S�x,". �y ..y�, i YrS •h� .$ # i ki 4. M 'Sr Y.-.�.k5. x`m`".'�6"• Ti �#s9^ .�.�i£`�FY.i W-..e ST im tM3E d Iws AM ORIVUL MAYIMS AS All Hinc2. "M am, Cppyrlght 1983 BY .m:T 1987 A,�.. -00 a.: i. �xv Y � 2 t t veA;r` r INDEX TO DRAWINGS DWG, NO, I DESCRIPTION DWG. NO. DESCRIPTION 1 1 COVER SHEET & LOCATION 11-12 COMPOSITE UTILITIES 2 TOPOGRAPHY 13 SEWER PROFILES 3-4 SITE DIMENSION PLAN 14 OFF —SITE UTILITIES 5 BUILDING TYPES 15 LIFT STATION 6-7 SITE GRADING 16 WATER DETAILS 8-9 PAVING & DRAINAGE DETAILS 17 SEWER DETAILS 10 INTERSECTION IMPROVEMENTS eeNNeel DESCRIPTION R ed E F The East 717.26 feet, as measured at right angles to the East r 3 p1w, led, line of the West 1/2 of the Northwest 1/4 of Section 18, Township 34 South, Range 40 East, St. Lucie County, Florida, of that. a -�. Inc u ` . portion of the West 1/2 of the Northwest 1/4 of said Section •-" ,3_ a s P d i16 � � �� � - .I _�� -ZI lying South of the South line of subdivision entitled, HOLIDAY �� ^t I ' o_ a" PINES SUBDIVISION PHASE III as recorded in Plat Book 20 at Pages Ll _ 19 and 19-A thru 19-G of The Public Records of St. Lucie County,\ ^• Florida, LESS AND EXCEPTING from the herein described parcel, the 1� J r 7 Vl.mq South 20 feet of the Northwest 1/4 of said Section 18 for Indrio �� fiq Road right-of-way.—`}..!`� ■ti - 4 Y J W The herein described parcel contains 21.50 acres. �1 ' 40 nar1� r� ..,Y. ... , l _-_s•--= � Gi r Phase 1 _ A parcel of land lying in the West 1/2 of the Northwest 1/4 of I F { 44 f hi 34 South Range 40 East St. Lucie Count F "' " -20 s: �' �z +L�z� - -"zI ` LQ19 A O20 I�• z Section bei Township s t Y. PEPPER : is ;G k� I - �_`� "' f 1 — 1 TT Florida being more particularly described as follows:er � :'� � `1'•' �- ,� t� , ' � }}}ttt+++ COMMENCING at a point (P.O.C.) being the Southeast corner of the J �• �l . West 1/2 of the Northwest 1/4 of said Section 18; run thence N 00 fi _ L 1 1 - ° u ' z�i I I 1� 29' 17" E along the East line of the West 1/2 of the Northwest 1/4 . 30 n 29 'J z° zz tl ;'r d ^� z9 i Il _'.. J ... . l �� of said Section 18, 20.00 feet to the North right-of-way line ofit '" a v _ _ - ( , Indrio Road; thence run N 89 27150" W along said North Y " ' right-of-way line, 449 . 26 feet to the POINT OF BEGINNING ( P.O.B.) , TERP ENING , INC. o , fl• L - _ e, thence run N 00 32110" E, 391.18 feet; thence run N 43 32110" E r'-33 106.94 feet; thence run N 03 02'10" E, 485.00 feet; thence runpm 71 02110" E, 75.00 feet; thence run N 32 32110" E, 196.00 feet,i (;�ic_ts •.r.•.•_�.•l _ thence run N 46 57'50" W, 92.59 feet; thence run N 90 00100" W,r �`:° ::p. ■r ..�� II T-ff 34.15 feet; thence run N 00 29 17 E, 99.03 feet to the Southerly _ line of. HOLIDAY PINES SUBDIVISION PHASE III as recorded in Pla ,����, �� �' z. �- ��-I ' r e Book 20 at pages 19 and 19-A through 19-G of the Public Records o' �+ } p �+ p ' St, Lucie County, Florida; thence run N 90 00'00" W along th i ,,,,,,,,,Consulting EI"lgil'leel'S Land Surveyors ICII��•.' }�.. -' -)- — `I Southerly line of said HOLIDAY PINES SUBDIVISION, 435.26 feet t�r'4 _ �� th the West line of the East 717.26 feet of the west 1/2 of 4t X r IFy �.ry lu IrYI Northwest 1/4 of said Section 18; thence run S 00 29117" W alon �,s ! Wvlr, _ ea ,i I, :#rsY.9::ri A�„,Ih I�1a ,jr rl. INI •; x the West line of the East 717.26 feet of the West 1/2 of th �...� - 1 iz r, Northwest 1/4 of said Section 18, 1302.37 feet to the Nort �_ 805 VIRIGINA AVENUE SUITE 15 P.O. BOX 1449 �' = {' `f9c right -of -wayline of said Indrio Road thence run S 89 27150" along 0o fee to the POINT :�� m, ..t l LOCATION MAP BEGINNIaid North right-of-wayline, 26BYY$` * FT. PIERCE FL. 33482 • (305) 464-3537 5�`t��`� f R... 600 s . f ry ibe Phase 1 contains 463 t, The above described , g f/ v :. ..:, : r'R .n.. ,c. _.: fi . :« , ,.A ..d .,, •5 ., i . a.. , :•{.. .. , :.r ,r_,,..::.." �*..,.. ..,. ,. , ,.... ... ...... r:- V description. his , ., lation_of, t y, .- b calcu r ; .. ,. .r H. Y { f. Y Tti , t r � .,. m I d n 4, .{f, -., .... ., ,.., ,.. „-. :'.. r , :. ,, a .n .,. A ,. ++: ..,,.... n. •..a. .f. !f. A ' .. '.. n. , i R I " ...., t..- ..M".. . .. .♦ �° , ,. t. ,,gy�pp,,,, Y ,. 2 , , 1 , t I� Y p .., _ ._. � -- ... .,,.I': -.. ,..< — - }; ., - .... .,, te„ ,>_:. :�'9i� - ,. ll�_ __ _ �` . ---_ ,... "_ _ s ,' .,:.�_uYhiw.lw■ifa._ __ ... _ 4 _.. _ I AP 45107 0 qv Q BC: NC MARK OP.K. N /L /N 0 ¢ of A�'EMENT EL E ✓. ?.3.6 Y N lb 13ti� m 0 W W AVENUE "D" NOT OPEN W U 13 N 0 h 0 0 0 1 0 n E 23 SET /. R f(CAR �--7333) 51 1ry. �3 �O 0 a' ryryg �o 13�3 b Oo0/ - 00013) 21 22 5 tit 23 2Q p 2A .o /V. 000 091/7"E /302. 37' a a 2 LOW AREA NOT A WETLAND AREA PER FIELD INVESTIGATION BY WILLIAM M. HELFFERICH OF THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT 22 \ 2 a 2\ 21 A 2,� � 15, 0 PHASE ONE 2 0 3Q 122\2 9 2\ 0 le �� 23h 5. 21� AREA /0.C-04.3 Ac, ti2,y tit p tip?' tit o 22 b tip,' ZA 1 F's/9SE tiu� # A be qy � ? 41 2 00 P� 19SE TWO a k1 b 1� 2° 6 h A s 2�23 g �q �� 22 ,y2 23 p 22 23 Z Af?EA /O. 857 qc. ELEVAT/oIYS -TAKEN FROM A PREVIOUS 7-OPO4R<1P14/c 5OR✓EY PREPARED BY OTHERS A° 1 22 b ti 2g- le \ 2A2 Z3 ? 0 rya. 14c:-/ELD CHECKS iAKEN QUR//YCj BENCHMARKi /Y-4/L /�v BENCHMARK /y%i/L /N—`EPTEMBER /987 WEST SiOE OF 2p" P/NE TfiEE WEST .5/DE OF UTILITY POLE BY Ty/S OFFICE ELEV 25./¢ — SEr / R, f 22 ELEY. 24. 92. Oo 3? 3� Q.P 0 2.9 / % 1 . 2y, 3 /%CAP 7D' 3333 '/ 11y ZZ 3� 233 ry2. 1�Dt Z FAO 0 -1 0 s 2 2A EAST LINE OF THE W %2 OF THE N. W. 4 OF /8-34'-40 S. 00` 29'/7° W. /309 08" �_ 20. / 2 ' FROM C0�4NE9 40 Ct07 WEsr OF L/NE dIRT ROAD APA>ROX/MATE 2 �p 2 quo ZAg 23. ,0 (o /6$!b BENCHMARK B017 /N 50vTH SIDE OF UTILITY POLE ELEI! 04.52 D ✓ER HERO POWER LINES ON PROPERTY ?� �ry�g230-- ti3 SCALE 1"=50' h 530 Lb 1/1 Ly,S Q 2 3 • — — I W s28 I 22 T V) V) QQ 5 27 �3 ,fig. � 0 Ip 23 2z,z W Q m W J V% Qj 2 3� 1p 2 ry2 Q ZZ,S v OVERHEAD POWER LINES OFF PROPERTY ' 52(0 22. ,y2 q - ^I -- 60' ORA/Nq�j E EA SE ME/YT — (Cav M 93a3� —_TL /O'UTiL/TY EASEMENT I � I 3 '(2 2 HEATHER WAY APARTMENTS PHASE ONE I� I L LAUNDRY I S STUDIO 16 1 1 BR / I BA 57 T TOLLIVER 16 LIVING ABF 2 UNITS BARRIERL FREE 101 2 2BR/IBA 4 2M. 28R/2 BA 5 RM RESIDENT MANAGER 45.48' h h I /345.67' N 3 MTT R340000'9CREE.Uq= 7B. /9 45.5' !� ♦ y4.c� 44 ' AO , RED. ► W SP .00°32/0E \ I O 1 I � • DUMGSTE.4 I m I N I I ti ♦ . p„s 1 B9R �/T �" .> 000 o0. o I O 26 C,. ► � a6 1 85R 5 At..0�°20'50' w ♦ Rom. I I I N CD 00 /41. 70 EXISTING ZONING RM-II (II UNITS/ACRE) ALLOWABLE DENSITY (119 UNITS) USED 101 UNITS SITE COVERAGE - PHASE I: Square Percentage PARKING REQUIRED (2.0 SPACES/2BR) Acreage Footage of Site_ (1.5 SPACES/IBR) 156 SPACES 30 15 0 30 60 9 Building 1.30 Ac. 56,736 sq. ft. 12.0 % PARKING PROVIDED 156 SPACES Paving 2.29 Ac. 99,900 sq. ft. 21.2 % Misc. 0.44 Ac 19,027 sq. ft. 4.1 % SCALE IN FEET Total Impervious 4.03 Ac. 175,663 sq. ft. 37.9 % Total Open Space 6.61 Ac. 287,937 sq. ft. 62.1 % Total Site Area 10.64 Ac. 463,600 sq. ft. 100.0 % 43.95' r\ /34.47, 9P E/T O s9R 56 22 BD C89♦ R 21 2�9 % .v03°32'/a"C //QEV. 49-ee' RE :R ✓. Al. 09°p0 00 99' / ♦ ti V � M.9/CBOXG'S � 24 63' 101P� o ► 61ly h i\ 08' 8.9G R I� e, 50 .?I 1 I o o I !n . 2'x8' N PROJECT S/6.V N iTY.o w ti��� A 35�� R;75o 00 � o ^21 4110 �a 46' N IZ0°3 '10°'E 391. d = /a0/3'5, R= 90.00' A= 25. 46' R= 80.00' LOCATION MAP /3 ` 1 /,i IV 03 ° 32 '/O "E 89R ♦ ti E/T 44 5 LL 3 20 ♦ • h /REV. 57' O SP / 7 (TY.. I+ / REV. x 77. o2 SP O / 20 =a h / REV. B9R �T ► N N 8la SP O 45' / 19 A /REV, ti E/T f e 1 '15 6. 7�� O /REV. T /REV. ► j:'°f• rX'%�il ,aF(>�-"°' 'C_""'�°ff �c`G7���� 'SAC' ��9V��P,-i�?�Y��°� ��'i'6d= NOTE_ DESIGN WIND LOAD 110 mph PER STANDARD BUILDING CODE, 1985 EDITION. B 0. NATUR/�C ARE.9- D.4�YL OETE:L/T/D.0 ,gREy /3 1 /3 MV 1 W /69.69, MATCH LINE LEGEND (D BUILDING NUMBER O BUILDING TYPE UP LIGHT Be ENDWALL ELEVATION E/r POINT OF SERVICE FOR ELEC., PHONE, 8 CATV 3'9 4'2 11 © Copyright 1988 BY CARDINAL INDUSTRIES INC. © Copyrlpnt 1988 BY CARDINAL INDUSTRIES INC. I 30 15 0 30 60 90 SCALE IN FEET II z Li j I j1 n a y z "'r'` LEGEND a ; r.... r � I � n I X I QI BUILDING NUMBER w I O BUILDING TYPE i= I UP LIGHT o s9 ENDWALL ELEVATION w I E/r POINT OF SERVICE a FOR ELEC.,PHONE, z a CATV �a 0 II I DATE REVISION CULPEPPER a TERPENING,INC. CONSULTINGENGINEERSQG LAND SURVEYORS FORT PIERCE? FLORIDA HEATHER WAY - APARTMENTS �zs/Ba Bx/2 DEC** SITE DIMENSION PLAN DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. /-I 4 OF 17 DATE SCALE JOB No. V = 30' 87-60 A' -i WNW �4 Olt I � I I I -I- r:t : - 11 i - V� 24Dtc, 4�2i (\j In A G, 01 24.13 m 24. iJ 24.11 0 O J, te 0 1 24 04 •96.29 -16. 10 72.29 84.35 60.17 4 24.04 Q 0 24 04 OL 0 0 12. cu 00 24 21 12.00 m ('u 12,00 0) 21 (y) 24, 24.21 24.21 0 LM 0 0 0 0 0 0 0 24 01 0 oil 92 11 9J2-) 96 29 60. 1; 72.23 108.42 -ab 10 0 11.92, 0 24.04 0 co 12 00 24.13 jN 24.21 24. 2 C 36.27 N M12.00 :24,21 0 L'24.04 0 co, 0 L11 92- ii108.42 24.04- 2�4 c 72.23 x. it 84.29 72.17 24.04 1 11.92 24 04 1 e.In 01 1,0 i T! .01 . 1- 24.04 24,04 11 La 3b. lq� 96.42 96.i35, @ Copyright 1988 N BY ml tri, g, 1 At�j CARDINAL INDUSTRIES INC. Q1441M ii,P-,nZuk?M,itli :, , -1 , � DATE REVISION cl CULPEPPER a RPENING, INC. CONSULTING a ENGINEERS LAND SURVEYORS FORT PIERCE, FLORIDA HEATHER WAY APAIR MENTS BUILDING TYPES DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. fr I LAG � pe-) 5 OF 17 A DATE SCALE JOB NO M 1 0 30 60 SCALE IN FEET ¢0 240 10 tiff a J. Note: Site Contractor shall not disturb or clear any understory within the "Natural Area". The Contractor shall preform only that work which is authorized by the Owners Representative within the "Natural Area". The Contractor is responsible to protect the area during the construction period and may be required to replace disturbed vegetation. SD-1 Const. Mitered End Inv 21.11 SD-2 Const. Type "C" Inlet Top 23.40 N,E,W Inv 21.00 SD-3 Const. Mitered End Inv 21.05 SD-4 Const. Type "C" Inlet Top 24.87 N&S Inv 20.60 SD-5 Const. Mitered End Inv 20.50 SD-6 Const. Type "C" Inlet Top 23.00 E Inv 21.18 SD-7 Const. Type "C" Inlet Top E1 24.98 E&W Inv 20.91 SD-8 Const. Mitered End Inv 20.50 MATCH LINE ?6. Zo ...�... I_. 179..E II LEGEND 3 = a 22 � ° o° EXIST. ELEVATION o EXIST. CONTOUR �Q PROP. ELEVATION �— HIGH POINT STORMWATER SHEETFLOW DRAINAGE INLET DATE REVISION MITERED END HEATHER WA APA TMENT: DRAINAGE PIPE z/r�� a z DEcrs ^ a8 3c6s a • SWALE 'MrCULPEPPER a —�— KEY DITCH TERPEN I NG,INc. SITE GRADING PLAN • UP LIGHT LIMITS OF NATURAL AREA © Copyright 1988 DESIGNED BY DETAILED BY I CHECKED BY DRAWING NO. F.F.= FINISH FLOOR t3Y CONSULTING ENGINEERS �l' / RG,+/ g0-7 CARDINAL INDUSTRIES INC. C.S.= CRAWL SPACE LAND SURVEYORS DATE SCALE JOB No. „ a 4 4,� ..... ..... 4- LEGEND EXIST ELEVATION EXIST CONTOUR PROP. ELEVATION HIGH POINT STORMWATER SHEETFLOW DRAINAGE INLET MITERED END DRAINAGE PIPE SWALE KEY DITCH A UP LIGHT - LIMITS OF NATURAL AREA FF= FINISH FLOOR C.S.= CRAWL SPACE 17 �7- 0 (0 LU W Cf) e4 W cl) 2G.8I25.0 -A 7� .30 , 9ep. 00 c. 2A35 7L7- 25.0'N V 6 95 93 T 04.0 A -7... II 20 elf. 0 j W IkI MATCH LINE Note: Site Contractor shall not disturb or clear any understory within the "Natural Area". The Contractor shall preform only that work which is authorized by the Owners Representative within the "Natural Area". The Contractor is responsible to protect the area during the construction period and may be required to replace disturbed vegetatio I "'TRA9 ft tiffllvlm V� N� I'M M41 10 IRA "I Ucim, 4M , U, SEEN I ot 1 0 U A 01V5 r 5 �?O' 0/- 5 Alqee- a 26.5 0 16 A� e600 ee-.38 -V a 3 16.V Z/W ?7. IS e4. A8F -3 ♦ A A 0 ?All it . 15.7 0 25 .10 �00 .49 190 13 1 ?5.47 \ `- ' 0570 o.g a I I 1 xe L-4.0 -71 91,05 81 Z 25 12 Oq 95-45 21W 5 / R�1/. ��_ _ _ - - ( II I II PEY SD I INV. 25.35 24.97 81 ZII 1tVV Z5,4 05-0 titi 1 Al 05-05 38 0'- Ig" Rcp @ 0. 111 15 Z5.4 3 9/ /9 A BF .... ..... I. .. II 1 l T 9 7538 05-.48 bb \ -53 25.83 S so � O /.O�/o ?G.G 11 � 2�.G II j I \ 1 63Rev C-5. e4r, 5P3 41 7- A / 7`C g` e7 93 0 ?6. 0 0 93 A /1 240/7 F- nv INV 20.00 50 Ir 24 R.C.P. 6) 0. 00 0/0 W UO W1441 TL-RII EIVI lly?-y zvp I W F- T 00 Z W 0 M 0 W 11 SD - 14 1 W /A/ V. 20.00 el"71,rs Vg/z/ I LLJ 2? SD-9 Const. Type 'C" Inlet Top 25.05 S Inv 21.68 SD-10 Const. Type "C" Inlet Top 24.50 N&S Inv 21.44 SD-11 Const. Type "C" Inlet Top 24.97 N&E Inv 21.22 SD-12 Const. Mitered End Inv 21.00 0 W < x r 0 -S26¢N 00' 29'17"E 99.03 05 00 AJIB W IAIV ZZ.20 WIMITERED END F IAIV 22.00 SD-13 AlrAO& .9Rel`9 Const. Mitered End C? Inv 20.00 SD-14 Const. Mitered End 04 kV1117-e JL9 Inv 20.00 67'01- 6,9AF SD-15 Const. Type "C" Inlet Top El 25.00 DATE REVISION V N Inv 22.20 �?IZ4�8 HEATHER WA PA TMENTS SD-16 -q151e,8 Const. Mitered End CULPEPPER a SITE GRADING PLAN Inv. 22.00 TERPENING, INC. @ CopyrIght 1988 DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. 13Y CONSULTING ENGINEERS CARDINAL INDUSTRIES INC. �,Pj LAND SURVEYORS DATE SCALE JOB NO. ,11:0AH 4 FORT PIERCE, 1" 30' 87-6 If 7 OF 17 A! I FLORIDA 44i4AN ,MI!1I!W1iR11*W1 110 1 W1,10111111 7" o n. VwIii6w au jAkamua "El"lidmi "ffiRvot r EDGE OF TRAVELWAY T---- 24" WHITE STOP BAR STOP BAR B STOP SIGN DETAIL TO PARKING jRO x 300 I -I STOP SIGN � 30"SIDEWALK (TYP.) ' 24� 8'a 12' WOOD 9� ENTRANCE PORCH (TYPICAL) 1 BR. I OR. I BR. I BR. I OR 24 ti � D Ca LANDSCAPE LIGHT 0.00 (TYPICAL) f / ( + 12 430" - 1.8 "'TO PARKING TYPICAL BUILDING LAYOUT B GRADING SECTION WOOD FENCE 4" STEEL POSTS �5' HIGH FILLED WITH CONC. •oo 4F CbACRCM,�S°CAeCID I o 8'-0" PLAN VIEW DUMPSTER DETAIL 0 I N1 62' 31' 31 6" 6 1% MIN. I%, MIN. I" TYPE S-1 ASPHALTIC CONCRETE (MOD.) 6" LIMEROCK BASE, PRIMED * (OR LOCAL ROCK, SEE NOTE 13) 8" STABILIZED SUBGRADE * ( CONTRACTOR TO PROVIDE ALTERNATE 75 psi FBV BID FOR 8" COMPACTED SUBGRADE) it COMPACTED TO 98% MAX. DENSITY OF AASHTO T- 180 TYPICAL PAI/EMENT SECTION �+pNC.2ETE r �sioEwACK EDGE OF PAVEMENT CONCRETE AND/CAP S/GN-ii S/DEnWAG K 0 o O —9 OPR Q t ASPHALT PARK/NG PAINTED PAINTED N PARKING BY CROSS— TR/V/M" � ,^[V•c DISABLED ED 43y TYP/CALJ '4 PERMIT - AREA J ONLY /O' $100 FINE FULL S/IE /2'- G" /Z'- 6" NAND/CAG HAND/CAP �` PARKING SPACE DETAIL INSTALL HANDICAP CAR STOPS CLOSEST TO SIDEWALK, INSTALL ALL OTHERS FARTHEST FROM SIDEWALK. 4" CONCRETE P40 � AMER/CAN DEVICE CM - /80O SER/ES MA/L BOXcS `-SOD; MULCH � •I N G' 3'-O'" C 6" 2'-G" 3' Z'-6" 3' Z'-G„ /•_O,• G•• /3' - O" VAR/ S W/NO. OE B0XA' 's - MA.Y. OL' ASPHAL T -;I MAILBOX DETAIL N FINISH GRAD E `O A. 2-#4 BARS 1 / � e _ • ' CONCRETE I11�1�� CURB DETAIL PAVING AND DRAINAGE NOTES 1. All construction to be in accordance with the Florida Department of Transportation and or St. Lucie County requirements and specifications, as applicable. 2. Roadwork within Indrio Road right-of-way is subject to permitting and approval by the St. Lucie County. 3. Disturbed areas shall be restored to their original condition. All unpaved areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation specifications. 4. Materials for roadway construction shall meet applicable requirements for roadway construction as outlined in the Florida Department of Transportation Standard Specifications, latest edition. 5. On -site striping shall be 4" white traffic paint (Type T-1) in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint (Section 971-12). Off -site striping shall be in accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint, the Florida Department of Transportation Traffic Operations Standards, and the Manual on Uniform Traffic Control Devices, unless otherwise specified on the permits. All striping shall be thermoplastic. 6. Signing shall be "engineer grade", in accordance with the Florida Department of Transportation Standard Specifications, and Manual on Uniform Traffic Control Devices and St. Lucie County requirements. Stop signs shall be 30" x 30". All signs furnished and installed by site contractor. 7. Concrete for structures, curbs, wheel stops, and sidewalks shall have minimum 28 day compressive strength of 3000 psi. Concrete for dumpsters areas shall also have a minimum of 28 day compressive strength of 3000 psi. 8. The contractor shall notify the St. Lucie County at least 48 hours prior to working in their right-of-way. Permits (to be obtained by the engineer) will be required from agency prior to construction. 9. All areas of fill, limerock, stabilization, subgrade, etc., shall be compacted to 98% minimum density, in accordance with AASHTO T-180. 10. The engineer shall be notified for inspection of subgrade, base and asphalt, at least 24 hours in advance of subsequent construction. 11. Concrete pipe shall meet the requirements of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition, Section 430 and Section 941. 12. Upright handicapped signs to be provided at all handicapped parking spaces, in accordance with the Manual on Uniform Traffic Control Devices and St. Lucie County requirements. All signs furnished and installed by site contractor. 13. The Florida Department of Transportation approved local cemented coquina shellrock is an approved alternative to limerock. 14. Aluminum corrugated metal pipe shall meet the requirements of AASHTO M-196 and the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1983 Edition, Section 945. Field joints shall meet the Florida Department of Transportation. Standard Specifications Section 430-9. 15. Construction of detention area to easterly limits shall be included in this phase of construction. Construction shall include all excavation, fill, grading, key ditch, and seed and mulch. 16. Contractor to provide all building pads & roadway soils test in accordance with St. Lucie County and Industries scope of site work and paving services. / (/ -.0(9tv DATE REVISION HEATHER WAVAOAR(TgENTS Ci 3/�jg8 8*i2 PoQCN CULPEPPER a TERPEN I NG,INC. PAVING & DRAINAGE DETAILS © Copyright 1988 BY DESIGNED BY DETAILED BY I CHECKED BY DRAWING NO. CARDINAL INDUSTRIES INC. CONSULTING a ENGINEERS (7�7 of 9 n�] LAND SURVEYORS DATE SCALE JOB N0. FORT PIERCE, FLORIDA /-/S.gB /V/Ts $%-g0 8 OF 17 I 2' 0" 2 [A" 2 1A" 11 1 11 1 0 21/2" 0 o i 0 0 C� O 0 0 o c� O L� 0 0 � o o 2 -4 �J 2" r-2 V2" PLAN I�IT;T �H1/2LJ�2" IV21 53/4" 53A" GRATE GENERAL NOTES 2I/4" 2Ii4"� GRATE I BEVELED EDGES ALL EXPOSED CORNERS AND 1 EDGES TO BE CHAMFERED 3/4 2" CL. I N FOUNDATION MATERIAL WHERE MATERIAL = 4 BARS ` UNSATISFACTORY FOR FOUNDATION IS 12"D.�, f ENCOUNTERED AT FLOW LINE, OMIT FLOOR j AND CARRY WALLS DOWN TO SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE 11 r WITH CLEAN SAND. 1 _ I GRATES CAST IRON GRATES IN ACCORDANCE m 1 WITH FLA. DOT SPECS. PAVEMENT BASE TYPE 'C' INLET DETAIL n /0' /' EL. VAR/ES 'SEE DRA INA GE PL A N) CONCRETE FLUME 8' EL. 24.00 FL OWL /NE 6 x 6 x /0 GA WIRE MESH §r . s DRAINAGE FLUME DETAIL MEN 1, Wli .. SOD Note: GI 4' n VAR/ES + 20.5 KEY DITCH SECTION r 22.01 SEED 8 MULCH ALL D/ST RBED AREAS e VARIES 8' 24.0 I � 22.0 I 4 4 KEY DITCH (SEE DETAIL) DETENTION AREA SECTION Site Contractor shall not disturb or clear any understory within the "Natural Area". The Contractor shall preform only that work which is authorized by the Owners Representative within the "Natural Area". The Contractor is responsible to protect the area during the construction period and may be required to replace disturbed vegetation. TO AWV DITCH 3•_I" /4" 9„ 14" Z4. /8 Z3 00 22.00 f-; /9.25 pT�3" T 8' r SECTION A -A © Copyright 1988 BY CARDINAL INDUSTRIES INC. fui 9 ri t N �w •� �� � a a i g�'_.l t 5l /925 749' W le" CMP 3'-1' 8"I95" 20" 8.5"B" I I I � /94z CAI/� I L if—oaT /9 25 /B. S 3' 3' HEATHER W V y APA TMENTS �ULPEPPER a T'ERPENING,INC. PAVING & DRAINAGE DETAILS DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. CONSULTING ENGINEERS I' / ,D F Pl' l LAND SURVEYORS DATE SCALE Joe NO. FORT PIERCE,FLORIDA / "`' '" `"87_60 9 OF 17 N 240' ( TAPER ) �^ PROPOSED R/w C/Alr 20 I R/!✓ DE0/CF77'10W E!/ST F �O /00' (STORgGE ) r -- O EX/8r, EO.P-------- � a �t `R/GHT - OiWi9Y C/^/E R/t✓ t/.uE ti h O/ - Wig'% L/N ` -- — — -- -- -- — /afrT- oF- L✓9Y { 1. Jr a' dd.� is 'FS n r fi F N STRIPING LAYOUT SCALE: 1"=20' � I � L i � I i I � I I I p I t I I I I I I I I I I I I I � I I I i I I I I I I' I I I I I I FT I I I I I I ' ( i r f I I I I � I I I I 1 0 0 1 1 to N W I = 1 0 j r � I WATER & SEWER Holiday Pines Service Corp. Mr. Lloyd Nelson 14802 No. Mabry Hwy., #202 Tampa, FL 33624 (813) 963-1565 ELECTRIC Florida Power & Light Mr. Joe Lopez P.O. Box 480 Fort Pierce, FL 34954 (305) 461-0590 II 00 N 26 s' I S 2 / RE►! I Rev. TELEPHONE Southern Bell Mr. Hank Koll 3300 Okeechobee Road Fort Pierce, FL 34950 (305) 461-9045 CABLE - TV Florida Cablevision Mr. Jim Goins P.O. Box 1778 Fort Pierce, FL 34954 (305) 461-5311 MW 5S-/ 0i I've ISO. v? of a Rr^ O� h3 ro SS-1 Manhole Rim El. 26.20 N. Inv. 20.00 W. Inv. 20.05 SS-2 Manhole Rim EL. 26.20 N. Inv. 19.23 S. In,jr. 19.28 SS-3 Manhole Rim El. 25.60 N. Inv. 17.91 S. In 17.96 E. In,. 19.23 J' 21 21 /REv T ► M9iCBOkE$ Pyp �'✓C' W.9TE.1' MqN � „ / %/z " METER ► S' O 2 REv- G.V� Y ` CO.UST S OF G PYC W!,'TER MF!/.V C PHASE C/NE CONS?' TEMP0.4.9.PY ,BLOW-OFf .S'SSy / Ifev T • e • �rvJyX p t h 4S?VT Is S 155- 3 \ Q .1' C. au f 7 344' oFG " PYO wRTE,v M 9�V /" WRTER METEq WRTE.4 SERvicE /%z'SC. (TY.?) 2M o° 0) ♦ 519N. SEQ✓iCE ITYP� Q y a 0 ♦^ 4 O� � © Copyright 1988 by CARDINAL INDUSTRIES INC. ' COW,57. 2G61OF2" 30 15 0 30 60 ���I.mnSLMbti4�S�P'AI'�' .. '�"a'n'ns�.-nv :v� m•n.,.,eeamea«wwen.-..... �.s-sirwaa aa+�a� 1P' c-.R"' !'f£ti+iEM�� ..NEW, .. NO. DESCRIPTION ELEVATION A INVERT OF WETWELL 8.34 B PUMPOFF ELEV 9.34 C LEAD PUMP ON ELEV. 12.34 D LAG PUMP ON ELEV. - 12`.84 E ALARM ON ELEV. 13.34 F DISCHARGE ELEV. 22.50 G TOP LIFT STATION ELEV. 26.50 H FINISHED GRADE ELEV. 26.0 I INFLUENT INV. ELEV. 13.24 I, XplAiannV IGROUT�AROUND INSIDE AND O TSIDE OF WETWELLNS 4SEL 101, Z08V, 10- �I f t s• .i •Go. . '- —_-- FURNISH AND INSTALL ALUMINUM ACCESS COVEF MIN. 3._0. X 4._0.. Aerior Duplex Receptacle Larm bell and exterior silencer larm flashing light - high level lapsed time meters for each pump loat level lights ightning arrestors ndividual motor running lights urge capacitors or other approved surge rotection panel shall be supplied with 1-#10 ground t in THW conduit. REVISION o- HEATHER WAY R AV R T `■i 1 It ARAM CONSULTING ENGINEERS LAND SURVEYORS FORT PIERCE, FLORIDA ESIGNED BY DETAILED BY I CHECKED BY DATE FILE NO. JOB NO. / /5-99 87- NTS i f to M DOUBLE STRAP SADDLE CORPORATION STOP (FORD F 1001 OR MUELLER) I" POLYETHYLENE SERVICE LINE 2 a4" TEMPORARY MARKER " (PAINTED BLUE) I I" CURB STOP WITH I11 x 3/4" BUSHING FINISHED GRADE ORD OR MUELLER) rr IPOLYETHYLENE i SERVICE LINE -CORPORATION STOP (FORD FIOOI OR MUELLER) -DOUBLE STRAP SADDLE (ANY APPROVED 2-STRAP) NOTE: FOR TESTING REMOVE [" P.E. LINE AND CAP WITH BRASS PLUG AT CORPORATION STOP. BACTERIOLOGICAL SAMPLING POINT NOTE: METER ASSEMBLY BY UTILITY COMPANY METER BOX -� SITE CONTRACTOR TO INSTALL I "CURB STOP CAP 5 FRO ,)W ORMUELLERJ I "POLYETHYLENE (FORD LER)/ BUILDING SERVICE L/N£ NOTE SEE SHEET /2 a /3 CORPORATION STOP FOR SIZE -'( FORD FI00/ OR MUEL L ER) DOUBLE STRAP SADDLE WATER SERVICE a METER ASSEMBLY LETTERING "WATER "ON 2-03 CANT. -� COAL PAD /6"50 X 4 "--� THICK /N UNPAVED AREAS ADJUSTABLE — VALVE BOX GATE VALVE TYPICAL FINISH GRADE 24'1 CLEANOUT BY PL&WB/NG C::::::: ::CONTRACTOR / "WATER SITE CONTRACTOR TO SERVICE [SEWER PLUG SERVICE LINE SERVICE 5 ' FROM BUILDING 81 /2 SERVICE LOCATIONS 1 r }7, TEE CROSS USED AS TEE TEE USED AS 900 BEND CROSS USED AS 90' BEND L-G6C�LL6� Cif L WYE OFFSET VALVE VERTICAL END RESTRAINED JOINTS I DEADEND LINE SQUARE CONCRETE PAD, BAGS OF RIP RAP, OR COARSE GRAVEL (8" THICK ICU. FT.) (TYPICAL), m n == ui III .. 1II� uiMECHANICAL R101Nr TEE 16aSQ Jr 4000NC. COLLAR - GROUND OR PAVEMENT SURFA CE — \ , 1/2 PUMPER NOZZLE - FACING ACCESS R/W AND (2J 2 1/2 HOSE NOZZLES 151-/8".—�' VALVE BOX, SEE DETAIL I ' RESILIENT SEAT 6" GATE VALVE V - NON -RISING STEM UNDISTURBED SOIL �� 6 "D. / M. ✓. P/PE OR t NOTE I. HYDRANT SHALL BE INSTALLED PLUMB AND TRUE. 2. HYDRANT SHALL BE PAINTED CARNIVAL RED. 3. ALL FITTINGS TO HAVE MECHANICAL RESTRAINTS A Tut ^.IV uvnnluT[• A/• C"TAAI C Ae C- MINIMUM LENGTH OF PIPE TO BE RESTRAINED NOM. No. OF CLAY COHESIVE GRANULAR MAT. SAND SILT, MUCK, PEAT PIPE SIZE RODS AND SIZE ELBOWS VALVES TEES DEAD ENDS ELBOWS VALVES TEES DEAD ENDS ELBOWS VALVES TEES DEAD ENDS ELBOWS VALVES TEES DEAD ENDS 0 111/4 0 221/2 o 45 90 o IIV4 0 22 V2. 0 45 o 90 o 11114 0 221/2 45 o 90 o 11 V4 .14? 22 V2 45 o 90 4 2- 5/8" 2 3 5 8 6 3 5 7 II 8 3 5 8 12 9 4 6 II 17 13 6 12- 3/4 3 4 6 9 7 4 6 9 14 10 4 6 10 15 11 4 7 13 21 15 8 2 - 3/4" 3 5 7 10 8 4 7 It 19 13 4 7 13 20 14 5 10 16 26 18 10 2 - 3/4" 4 6 9 13 II 5 10 15 22 15 5 9 15 25 18 6 II 20 32 22 12 2 - 3/40 4 EF T11 13 6 11 17 26 18 6 10 17 29 21 7 14 24 39 27 NOTES FIN. GRADE TAPPING SLEEVE. —TAPPING VALVE of s PLUG PLAN STANDARD METER BOX 45" BEND 11 2" GATE VALVE I a gt ._ 1 . "'A�` construcshall be applicable Florida De ant of Envi requirements and sp, tions., 2. Water main where specified as Polyvin loci` shall conform to AWWA C-900, pressure Class 15 DR(18).,, 3. water main, where specified as Ductile Iron Pipe, shall conform to ANSI A-21.51 or AWWA C-151, and shall be Class 52 for 8" & 6" DIP. 4. Polyvinyl Chloride water main shall be blue in color or have the words "water main" printed permanently in blue on three sides for the length of the pipe. 5. Fittings shall be cast or ductile iron, standard body, conforming to AWWA C-110 and ANSI A21.11, Class 250, cement .i ed, and seal coated. TRAFFIC TYPE HYDRA W/TH 5I/4It VALVE OPENINliw Gate valves shall be Mueller Resilient Seat, Kennedy en -Seal or approved equal. Valves shall conform to AWWA S0. X 8"CONC. COLLAR C- 5 0 9. 7. Water lines shall be laid on undisturbed ground, or ground compacted to 98% of maximum density in accordance 2 ;:h with AASHTO T-180. Backfill shall be compacted to 98% of g• fir +- aximum density in accordance with AASHTO T-180. The a . contractor shall submit certified density tests as kzi' equested by the engineer. r No field changes or deviations from design to be made ° - > F,, out prior approval of the engineer. The contractor shall contact the engineer, St. Lucie " ) a nty, Southern Bell, AT&T, and Florida Cable TV and awn' lorida Gas at least 48 hour prior to commencement of construction for coordination of any utilities. 10. Traffic control, barricades, etc., shall be in accordance with the Florida Department of Transportation standards. 11. Minimum cover shall be 36", pipes with cover less than 36" shall be concrete encased-. V. 12. Ten feet minimum horizontal and 18" minimum vertical separation shall be maintained between the water main and zany sewer lines. -13. Disturbed areas shall be restored to their original condition. All unpaved areas disturbed during the construction shall be seeded and mulched in accordance with ( w. ection 570 Department of Transportation � �o pecificatio Fi is ;shall be field V-�Im d by the r f r'J actor •' - ;` 5. Water main shall be tested and approved in accordance ith the latest applicable Florida Department of nvironmental Regulations and AWWA requirements. Test shall E ar AWWN C- OQ for leaka a and B 00 for disinfection. g �`x maintaining � onsible for. xistin utilities. The contractor shall furnish as -built information to F engineer, including locations of tees, valves, etc., as equested by the engineer. 8. Water main shall be marked by the use of continuous etallic tape buried in the trench above the water main in (µ ccordance with the manufacturer's instructions. Service taps shall be placed approximately ten feet ay from gate valves, as shown, for testing. Following esting and sterilization of waterline, contra�ctol' shall lace a brass plug in all corporation stops. Curb stops ..,"L hall be removed. Contractor shall be responsible for all �# dinal Industries' scope of service. '* f. 0 Mechanical restraints to be used on all fittings. No R hrust blocks to be utilized within the system. "is to be installed below a storm � �^ `. rain pipe a minimum of''6 inches of vertical clearance t_ween pipes shall be maintained unless otherwise directed rM a'' 3 he engineer. �' S All mains, including feed line from the meter to the ra'i lding shall be tested at 150 psi. Contractor, after est to cut in meter assembly unit. tractor shall construct the.buildin service �I nes from the main, to the meter assembly, to the esignated point within five (5) feet of the building. (Phase I) i 2"PVC. V. C. PIPE SECT/ON BLOW -OFF VALVE ASSEMBLY DETAIL ALSO BS P NO. 3eS fr © Copyright 1986 BY CARDINAL INDUSTRIES INC. GATE VALVE ON MAIN DATE I REVISION CONSULTIM LAND S HEATHER W 51-(198 APARTMENTS A , :,,.d r- ction shall 4 MM cable Florida Department of tal Regula ns, �F. e � requirements and specifications. 2. Sewer force main shall be Polyvinyl Chloride conforming to AWWA C-900-75, and shall be Class 150, wer gravity main shall be polyvinyl chloride <. S, to ASTM 03034-74, SDR-35. 3. Sewer mains shall be brown in color or have the words "sewer"printed permanently in brown on three sides for the length of the pipe. 4. Fittings for force main shall be cast or ductile iron, standards body, conforming to AWWA C-110 and ANSI A21.11, Class 250, cement lined, and seal coated. Gravity main ng shall be bell and spigot configuration polyvinyl de. ewer force main shall be marked by the use of ., inuous metallic tape buried in the trench above the cordance with the manufacturer's instructions. w.+ e lines shall be laid on undisturbed ground, or d acted to 98% of maximum density in accordance th AASHTO T-180. Backfill shall be compacted to 98% of r <Jaximum density in accordance with AASHTO T-180. The kpntractor shall submit certified density tests as 'equested by the engineer. r " g' The contractor shall contact the engineer, Southern A R'Y'c iyk �tr , AT&T, Florida Gas, and Florida Cable TV, at least 48 " prior to commencement of construction. a hicular access to adjacent properties shall be 0ned at all times. t` ,( eas to be open cut shall be overlaid within the of the open cut as indicated on the plan view. inimum cover shall be 3611, pipes with cover less than r� Y `shall be constructed of ductile iron pipe or concrete , en ee mih ntal and eighteen inches k I,minimum vertical Tsrat7ion shall be maintained "tween the water and sewer lines, unless otherwise,„' ndicated on the plans. *W f Disturbed areas shall be restored to thei _ inal 'k L •I dition. All unpaved areas disturbed d the onstruction shall be seeded and mulched in accorda h ection 570 of t orida Department of bra specifications. I~ � fisting utiliti� � 'be field verif by the actor. ! The contractor shall be responsible for maintaining " ting utilities. `"' s•,, e contractor shall furnish as -built information to a e engineer, including locations of tees, valves, etc., as . equested by the engineer. r. ` «I a l�, A'r�fi� r Manholes shall be precast concrete, coated two 1; *+°"M1oats of coal tar epoxy, such Koppers # ual, r + lied to the interior. Each shall ha: dry_ P -. 4 kness of eigh Y Testing for ravit " mains and manhole be 9 g ltration. Maximum allowable rate shall be A P A P I ' 124 hours per mile of sewer, per inch of sewer. I , *` Yi Testing for force mains shall have leakage test 'at 100 maintained for at least 24 hours. The leakage test hall be conducted for a two hour period at 100 psi. Test rocedure shall be as described •n Section 13.7 AWWA tandards C600-64 The allowable 1 age shall be computed 1 ^ n the basis AWWA. d 7" ,600-64. x" The contractor, nstruct the service line from he sewer main to the'" point within fi (5) fe of the building. The ontractor shall,, vide "Building Clean-0in. EXISTING PAVENENTJ EXISTING BASE EXISTING SUBGRADE LL TO 98% ._ ,.. 4 .a.At...,, c .„., rk ..- .,. a.. : .,. A.r„ :..... r. r :..: ,::.. � .. ..a•�a+ 1 ' , .., 1 ,.. , s,. <. .. < ,,, i",_. .•i� � e 'L; ;. .. ... , ,'�„aG: e ! .. .... ,...: ,...,,y , . ,... ,,,, ... ,. .•e _ '..- ., <, .A ,,, .. e..w a'is r'' d 1 fA /R , � �v"�a&' '� r,?�"� Y: ' „€ S,� d' x 'Yv,�.. e, ; fir` ' prs r A ':�€� ,.7 m ,r'x"1' / / x�..5y�\�• �y'' a J Hi �`x _ ✓.,v t' >T�`, s xt l � Y „ jr 4 err{. ,ry P � � � � '+y+� r wi�'S ,rare.: . � + :`� � a r[nw �44 xs-�. ,� �«-�-i,:.:P •"j�r� .. �„��� �'� �� .Fi, maw» , 1 - HEATHER I P I TIVIENTS r � A c 5 > nk M n 4 d d z `a k .1 I �,. ..... ..,, k , r. r. .,.-.. .r.. v,.:i. g. ,. r. r. ., .... I:�C. :xv v. • e :r- rx'. ,::. ,..: 4 , >: :.;e, .. s '< x• 41. «.. ., .. t., r. �' mv.. T I :,.. yl, I o:.6. W ,. :. '� .. r ,p Ai .,a.' ,. =..0.a•n" .. r. +, ,. I, xrl . :„, . n... a ,..p. ,. a _` �, '.. ,. u� +: i '. � � ,z SEWER DETAILS - g 1 rt t f. I , .... �~�� ... I , ,. M... _ 1� . + . � �r r . r� r .. .: p rv. ,.r.. -,. h .h'..,- ... „. ��.. :,� 1.. .YDRAWING NO. r.. { .,. .v..A fl.. I. ... .. r.. .,. .�k .. ,. ... ... ,.. BY_ ,._. —.... CARDINAL INDUSTRIES INV_� ,irI-. ., AIRL 4 {{ 9Ail r� v - ..., ... ... ,.,.. r ..,x.. ... r ... ��y v.✓.: u} e i u , .. ..,. . ... , _ < gym $... a r ,,... ... r < ': -. , . :.. ,. ... :, , �. .,, r., xx3�aia.•. 'Tn a�..,n./'3C.�un.,m T.� �.,..<L:,..,..... n- 71 rA uJ „EA e¢ v ,y i � r yt r sc ' N i je ky�� Z_ 4'gMT� N, d: I 3 k Nei L �R r. w kAx 3 �kX aka, a ` x d LANDSCAPING NOTE 1. All site landscaping shall confo St Lucie County zoning araew t ,gIN 2. Landscaping requirements r a. Perimeter along Indrio Road right g driveways (370' length x 10' wide ��)p{,' Ijg- Trees Required @ 1/30 if Trees Provided....... ��� b. Perimeter abutting property line excluding int( ! buildings (1525' length x 10' wide) pail is p V 4eM ff lyl Trees Required @ 1/50 1f Provided. . Trees .. . • • • c. Interior landscaping (1 sf/40 sf of vehicu treet00 sf of required landscaping)�.s414 15 ndscaping Required - 4,650 sf and 47 .;`dscaoina Provided-38,0-00 sf I ■ zi PARSONI JUNIPER 22 11 11 23 EV. GIANT LIRIOPE 24 PARSONI JUNIPER 25 EV. GIANT LIRIOPE 26 PARSONI JUNIPER S. END ELEVATION ONLY S. END ELEVATION ONLY S. END ELEVATION ONLY NOTE: TYPICAL SIZES & SPACING ARE AS FOLLOWS. PARSONI JUNIPER - 18" sprd. full @ 2' o.c. EV. GIANT LIRIOPE - 12" HT. FULL @ 2' o.c. © Copyright 1988 BY CARDINAL INDUSTRIES INC. i WF StAf��� i W a x i E W d) ccnN� 1— G >. p s` Z © Z_ Z � G 1 3 � p z O w m W r - r` z W c� i ' � Q Q � c O O J w x Q cr LL U. N a O W m NLL M W OoZin a �_� �Q0 Q Z T F o U.) X W / mmij W U H W Q U Z cc Q Q a. �I z W c © Copyright 1988 U) By R� CARDINAL INDUS r 1988 Lw) u u _ �pA1MUN UEUELOPMEN1 i. L L i HEATHER WAY APARTMENT o--....�..s., ' r7 "- ✓ y _ f 9 c ��- �RvUN(jGa�E K L7- vp.Tfo u� F,, t .a yt�' " '{- . _ �, r � r S y 3-/ i 3.i+'"a"'rie• 4.�Y " r ""ss,,,�s�' � � t €P i`>VAR §•n � $ _ � fi_':iAr`� •j •,par �4�#l+T'�•+�4" I j� LOA SSS fi aj`r i M • 1 t1' S III MFLOM - H ie ' 1 a- QPF YALIFV ! Hio4t.Y Ji VfT+�. • ,Y 14- Vitt, PliT5: DCq , 1t1"1.¢ per{ , ."' UfI )"/� yyCY,J. t�m�,(IVA, 6 .ayetyK f* Y k d4 I1rMT.l{M''� u 1 r`` 4 •. #.