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3701 S Sanford Ave No permit# New construction
A 4 MWIbUn, JtrrtKWN, LLUN, 6ADSDLN, JACKSON, HOU°lES ....d.,_ s Y OFFIC"'Ez"')" FLORIDA, GENERIC INDEX TO DRAW NGS: COVER SHEET L1 ABBREVIATIONS, SYMBOLS, NOTES, SCHEDULES L2 TYPICAL MOUNTING HEIGHTS F1 GENERIC FOUNDATION DRAWINGS (ZONE I ) F2 GENERIC FOUNDATION DRAWINGS(ZONES 2,3,B 4) F3 FOUNDATION AND PLAN — BUILDING I F4 FOUNDATION AND PLAN — 'BUILDING I F5 FOUNDATION AND PLAN — BUILDING I F6 FOUNDATION AND PLAN — BUIL DING 5 F7 FOUNDATION AND PL AN — BU DING 4 F8 FOUNDATION AND PLAN —BUILDING 3 F9 FOUNDATION AND PLAN —BUILDING 2 Cl SITE PLAN (GENERIC) E1 EXTERIOR ELEVATIONS Pi OFFICE UNIT & OPTIONS # 038 P2 OFFICE UNIT (HIGH SIDE ENTRY) #071 P3 OFFICE UNIT (SIDE ENTRY) ft=076 FARE NFORp r'IAVE327�� SA ti303 F�EcA 'R1DA ' SANF0? F INDEX TO DRAWINGS CONTINUED: P=f OFF ICE UN I T ( TOILET MODULE) # 0755 P5 OFFICE UNIT (TOILET MODULE) 0075 P6 OFFIC;E UN11 6 OPTIONS # 062 P7 OFFICE UNIT b OPTIONS -zfk 063 P8 OFFICE UMIT R rTTIr`NS 4 066 P9 OFFICE UNIT a OPTIONS 4[- 065 PIO OFFICE UNIT + OP'TIONG 4- Ov3 P1 I OFFICE UNl i & OPTIONS # 067 SCH I DOORS,. WINDOWS, ZONELINES SCH2 ELECTRICAL PANELS SCH3 ELECTRICAL PANED S1 BU I LD I NG SECTION T'Zll S2 BUILDING SECTION `TYII S3 BUILDING SECTION fixil S4 BUILDING SECTION 11wil S5 OFFICE SECTIONS DI DETAI LS D2 D ETA I LS ' D3 SPECIFICATIONS 81 FASTENING SCHEDULE D5 FASTENING DETAILS d CARDINAL INDUSTRIES INCORPORATED 2040 SOUTH HAMILTON ROAD COLUMBUS OHIO 43232 PHONE: 614 - 861- 3211 4601 WV LCOME ALL ROAD COLLEGE PARK, GEORGIA 30349 PHONE: 404- 768-8102 3701 SOUTH SANFORD AVENUE SANFORD, FLORIDA 32771 PHONE: 305- 321-0220 © MPYRIGHT I985 by CARDINAL INDUSTRIES INC. INITIAL DISTRIBUTION DATE: CURRENT DISTRIBUTION DATE: ENGINEER'S SEAL I ARCHITECT'S SEAL SET NUMBER J9, r HTR. w1=aTER MBOLS GENERAL NOTES STRUCTURAL NOTES I. D. INSIDE DIAMETER, INSIDE DIMENSION �5` ABBREVIATIONS f IN. INCHES I. GRADE AND SPECIES OF ALL A/C AIR CONDITIONER INST. INSTALL .• ARCHITECTURAL MATERIAL INDICATIONS 1, OFFICES INTENDED TO COMPLY WITH THE APPLICABLE STRUCTURAL MEMBERS A.P .., . ABOVE FINISH FLOOR PROVISIONS OF THE SBCCI USE GROUP B. CONSTRUCT - :0 INSULATION :0 BUILDING SECTION NO. CONCRETE ARE SPECIFIED IN SPECIFICA - A.I.C. AMPERE INTERRUPT CURRENT INT. INTERIOR ION CLASSIFICATION 66: UNPROTECTED WOOD FRAME, TIONS AND FASfiENING AST. ALTERNATE INV. INVERT - BLDG. SEC. REF. BRICK MASONRY SCHEDULE ON SHEET D3. (SEC. NO./SHT, N0 ALUM. ALUMINUM J.BOX JUNCTION BOX .) 2. ALL ITEMS NOTED "FIELD INSTALLED" OR ABBREVIATED APA AMERICAN PLYWOOD ASSOCIATION ,JT• JOINT 0 WALL SECTION NO. V CONCRETE MASONRY "F, I ," ARE NOT A PART OF THE INDUSTRIALIZED UNIT 2. DESIGN LOADS, ASSY ASSEMBLY JST. JOIST AUTHORIZATION, FLOOR 50 PSF (CONCEN BD. BOARD LBS. POUNDS , WALL SECTION REF. FREE DRAINING TRATRATED 2,000 LBS. — BLDG. BUILDING (SEC: NO./SHT. N0.) AGGREGATE OVER 2.1/2 FT. SQ. AREA) 4 L.F, LINEAL FEET BTM. BOTTOM LOC. LOCATION D DETAIL NUMBER FIBERGLASS INSUL: ROOF 20 PSF BTUH BRITISH THERMAL UNITS PER HOUR MAG. MAGNETIC DETAIL REFERENCE WOOD- ROUGH ' CAB. CABINETNO.)DIMENSION LUMBER MAS. MASONRY (DTL. NO. /SHT. CFM CUBIC FEET PER MINUTE MAX. MAXIMUM C.J. CONTROL JOINT MOD. MODULE ELEVATION NUMBER WOOD- FINISH CLNG. CEILING MIN. MINIMUM ELEV. REFERENCE PLYWOOD CMU CONCRETE MASONRY UNIT MSG MANUFACTURERS STANDARD GAUGE (ELEV. NO. SHT. NO.) COMB. COMBINATTON MTD. MOUNTED o MODULE DESIGNATION � REFERENCE N0. SHEATHING COMP COMPACTED MTL METAL CONC. CONCRETE NEC NATIONAL ELECTRIC CODE O CODED NOTE REF. NO. O MODULE INSIGNIA CONN. CONNECTION NFPA NATIONAL FIRE PROTECTION ASSOC. LOCATION PLUMBING NOTES CONT. CONTINUOUS N.I.C. NOT IN CONTRACT O SCHEDULE REF. NO. CONTR CONTRACTOR N0. NUMBER MATCH LINE 1, INSTALLATION SHALL BE IN ACCORDANCE WITH THE DIA. DIAMETER N.T.S. NOT TO SCALE r APPLICABLE PROVISIONS OF THE STANDARD PLUMB'G: DISP. DISPOSER O.C. ON CENTERS CODE. SERVICE CONNECTIONS &OTHER WORK DIM. DIMENSION O.D. OUTSIDE DIAMETER, OUTSIDE DIMENSION - PERFORMED AT THE SITE WILL MEET APPLICABLE DRWL. DRYWALL p/b OUTSIDE TO OUTSIDE DIMENSION ELECTRICAL $ SINGLE POLE SWITCH LOCAL REQUIREMENTS. INTENDED MODULE USE D.S. DOWNSPOUT OPG. OPENING SINGLE RECEPTACLE 2. SEE THE ENGINEERING SITE UTILITY PLANS FOR SIZE THE MODULES &VARIATIONS DTL DETAIL OPP• OPPOSITE OUTLET $2 _TWO POLE SWITCH SHOWN ON THE PLAN SHEETS ELEC. ELECTRIC PB. PARTICLE BOARD AND LOCATIONS OF FIELD INSTALLED WATER SERVICE (P I—PII) ARE INTENDED TO BE ELEV. ELEVATION P.C. PULL CHAIN OUTLET DOUBLE RECEPTACLE $3 THREE- WAY,,DISTRIBUTION, SANITARY SEWERS AND STORM SEWERS, SWITCH USED AS SHOWN INDIVIDUALLY OR I N COMBINATION TO FORM EM. EMERGENCY PELF. PERFORATED SPLIT RECEPTACLE WIRED OUTLET $4 FOUR WAY SWITCH 3 , ALL PIPING PENETRATIONS THRU FIRE RATED ASSEM- SU DYES OR BLDGS AS INDICATED EQ. EQUAL PLLAM PLASTIC LAMINATE ON THE CONFIGURATION SHEETS. EXH. EXHAUST PLUMB. PLUMBING 206 OR 240 VOLT TELEPHONE OUTLET BLIES AND FOUNDATIONS SHALL BE SLEEVED AND EXP. EXPANSION p�yyD PLYWOOD OUTLET b THE MODULES & SUITES WILL BE EXT. EXTERIOR (� RECEPTACLE OUTLET CABLE TELEVISION PACKED TIGHT WITH NON-COMBUSTIBLE MATERIAL, ARRANGED IN COMBINATIONS PNL. PANEL LQI FLOOR MOUNTED ® SERVICE LOCATION � TO FORM BUILDINGS COM- F:B. FACE BRICK PSF POUNDS PER SQUARE FOOT 4, WATER HEATER TEMPERATURE AND PRESSURE RELIEF SPECIAL PURPOSE SINGLE STATION PLYING WITH TABLE 400 F. D. FLOOR DRAIN PSI POUNDS PER SQUARE INCH ® RECEPTACLE OUTLET SMOKE DETECTOR VALVES SHALL BE PIPED TO A LOCATION COMPLYING CHAPTER 4 AND OTHER APPLI - FD.A. FREE DRAINING AGGREGATE PTAC FACKAGE TERMINAL AIR CONDITIONER SPECIAL PURPOSE SUPERVISED WITH LOCAL REQUIREMENTS. CABLE SECTIONS OF THE STAND FDN. FOUNDATION pTHP PACKAGE TERMINAL HEAT PUMP CONNECTION SMOKE DETECTOR ARD CODES AND LIFE SAFETY F.I. FIELD INSTALL REINF. REINFORCING CODE 101. FIN. FINISH REF. REFRIGERATOR, REFERENCE OJ JUNCTION BOX DOOR MECHANICAL NOTES FLD. FIELD REG. REGISTER I� THERMOSTAT Q FIRE ALARM FOLDG FOLDING R.O. ROUGH OPENING MANUAL STATION I. BATHROOM EXHAUST FANS SHALL BE DUCTED F.M. FACTORY MUTUAL READ. REQUIRED SINGLE MOTOR PHASE O THERMAL DETECTOR THRU ROOF TO BUILDING EXTERIOR. FPHB FROST PROOF HOSE BIBB SEC. SECTION, SECONDARY 2. SEE THE CONFIGURATION PLANS & SCHI SHT. FOR F.S. FACE OF STUD S.B. SPLASH BLOCK THREE MOTOR PHASE FLUORESCENT LIGHT LOCATION & MODEL TYPES OF HEATING AND FT. FEET SDG. SIDING AIR CONDITIONING UNITS. FTG. FOOTING SF SQUARE FEET ® FAN ® EXIT LIGHT GA. GAUGE SHEATH. SHEATHING INCANDESCENT LIGHT EMERGENCY GAL. GALLON SHT. SHEET CEILING MOUNTED ® EGRESS LIGHT GALY. GALVANIZED STL• STEEL INCANDESCENT LIGHT EXIT ELECTRICAL NOTES G.B. GRAB BAR STD. STANDARD WALL MOUNTED EXIT SIGNS y GFI GROUND FAULT INTERRUPT SURF. SURFACE 1, INSTALLATION SHALL BE IN ACCORDANCE WITH THE GWB GYPSUM WALLBOARD T B G TONGUE AND GROOVE PLUMBING 6YP, GYPSUM T 8 P TEMPERATURE AND PRESSURE NATIONAL ELECTRIC CODE, SEE ENGINEERING SITE HDBD HARDBOARD TYP. TYPICAL .—"W— WATER SUPPLY GLOBE VALVE PLAN FOR FIELD INSTALLED SERVICE DISTRIBUTION HD HUB DRAIN U.L. UNDERWRITER'S LABORATORY —C--- WATER SUPPLY -COLD GATE VALVE SIZES AND LOCATIONS. SEE ELECTRICAL CALCULA- HDW. HARDWARE U.N O. UNLESS NOTED OTHERWISE A� S T I ON PACKAGE FOR SITE SPECIFIC PANEL LOADS AND ` HID HIGH INTENSITY DISCHARGE VB. VAPOR BARRIER — H — WATER SUPPLY- HOT FIXTURE SUPPLY STOP RISER DIAGRAMS, {..: NM HOLLOW METAL VERT. VERTICAL —R— WATER SUPPLY- ---- CHECK VALVE l HORIZ. HORIZONTAL W/ WITH CIRCULATOR RETURN 2 , ALL SITE LIGHTING SHALL BE CONTROLLED BY PHOTO - HP HORSEPOWER WD. WOOD —G-- NATURAL GAS PIPING --MTTEMPERATURE e CELL C I RCU I TSs SEE ENGINEERING SITE PLAN FOR HPF HIGH POWER FACTOR W.HTR. WATER HEATER PRESSURE -RELIEF r x FIRE PROTECTION _/� LOCATIONS AND ELECTRICAL CALCULATIONS FOR HPS HIGH PRESSURE SODIUM W.R. WATER RESISTANT —F — SYSTEM PIPING U PRESSURE GAUGE SERVICE, HR. HOUR W.W.M, WELDED WIRE MESH —D--- BUILDING DRAIN — — WATER METER ` FL PLATE 3. INSTALLATION OF AND CONNECTION TO METER BASES CENTERLINE -SAN-- SANITARY SEWER GAS METER r ROUND, DIAMETERSHALL BE FIELD WORK BY ELECTRICAL CONTRACTOR, Q AT -ST--- STORM SEWER 4. SEE CONFIGURATION PLANS FOR SPECIFIC SWITCHIN POUNDS, NUMBER HVAC, AND LIGHTING LAYOUT. " z ANGLE --`�-- VENT PIPING 5.- ALL EXTERIOR LIGHTING ON PHOTOCELL CIRCUIT. DATE BY REVISIONS PROJECT LOCATION DWN BY OFFICES INAL �' © Copyright ul. INDUSTRIES INCORPORATED DATE SCALE 2/ 15/85 NONE 1984 8400 East Broad Street SHEET DESCRIPTION SHEET NO Reynoldsburg, Ohio 43068 FL0 1, by CARDINAL INDUSTRIES INC. �' Phone:614/863-2700 ABBREVIATIONS, SYMBOLS • VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE DESIGN DEPARTMENT 0 , II I VENT SCREEN.AND REMOVABLE GUARD J SHALL BE,SUPPLIED BY CARDINAL INDUSTRIES, INC. AND' FIELD INSTALLED 1 General and Plumbing Contractors shall refer to Specifications. g P �r EDGE OF- BY THE FOUNDATION, CONTRACTOR. 2, All sanitary and water lines shall be in Plumbing Contract. Plumber shall refer to Engineering Utility Drawings for all underground J MODULE ylll VENT ,SCREEN line sizes and locations and meter locations. (FIELf IN�STALLEO) 3, All electric power supply shall be in Electric Contract. REMOVABLE"GUARD 4. General Contractor shall supply and install all footings, foundation walls, piers, all crawl space materials, all crawl space vents, SOLID BLOCK FINISH GRADE (FIELD INSTALLED) " 4 SOLID MASONRY UNIT area wells, and gratings. S. Crawl space access doors shall be supplied by Cardinal Industries and installed by General Contractor. Z, / 6. Termite Protection shall be by Soil Treatment as delineated in the Standards of "The National Pest Control Association". CRAWL SPACE X / " 8 CONCRETE BLOCK 7. The size of pier footings is based on indicated soil bearing capacities (details this sheet). The size of perimeter footings. is P g g p P `rl based on 2000 p.s.f, soil bearing. The Contractor shall consult a Soils Engineer to determine soil bearing capacity at a particular N �'N - / -CRAWL SPACE- site. Changes in footing sizes from those permitted herein shall be approved, in writing, by a Cardinal Industries Registered " PITCH Z UJ 4" CONCRETE SLAB 8• Engineer. Plumbing Note: Location of storm and/or sanitary ey-it from building and flow 'direction of these laterals may vary. Refer to - 1 Z ON 4" GRAVEL Engineering Drawings. VAPOR BARRIER \W / w U v' a .° o: • -�.....r -- > b 1, n •., e.• o �-' (3/4"•COURSE) (SLOPE TO CENTER) 9. Information noted thus - 0 - this sheet, refers to anchors and footings desi ned to resist the wind loads that may occur in the following wind zones, Zone 1 120 M.P.: Zone 2 110 M.P.H. Zone 3 - 100 M.P.H. and Zone 4 - 90 M.P.H. Fdr the 0 - 0 O SEE NOTE N'9. c ° g . ._� .a: " 3 D1A OPENING identification of counties that occur in these wind zones see enclosed wind zone map (Cover Sheet). ' ' ,� - oj/ORAIN COVER 10. A va or r consisting of 4 mil polyethylene lapped at lease 4" shall be installed over the ground surface of crawl space. Minimum' 12"MIN 1 screened access door plus three 8" x 16" foundation•vents for up to 40 modules. An additional 8" x 16" foundation vent shall be added FOUNDATION D ACCESS 1� 11. for every 4 modules over 40. There shall be one ventilation opening within three (3) feet of each corner. Continuous 30# felt sill sealer shall be placed atop erFtire per.imeter foundation wallID T'YP, FOUNDATION WALL SECTION VENTILATIOI'd. DOOR 12. Bottom footings shall be not less than 24" below adjacent or as required by Governing Code, whichever is 3/4 =I-0 N.T.S. of all perimeter grade greater. 13. Footing concrete shall have a minimum 28 day compressive strength of 3,000 P.S.I. 14. VAu--re soil below perimeter footuxl has been disturbed less than 3' and carrot be carpacted to 3,000 P.S.F. add t-,o - 04 MA- rs in footing which extend 24" beyond disturbed soil at both sides. A disturbance aver 3' 4" SOLID MA ONRY I CnIIAI ILrnimi 0 wide shall be desiyr)ed 1h' tine [tF_SCCNSIU[� PfZfJFESSIUlAL for the sl >cific site. 12% IG" CONCRE BLOCK (TYP.) 0 LL O', p p � p• � 'N -N in , • 0 . I'- 4" 2'-8" (3000 PSF 2'- 9" (2600 PSF ), 3'-2" (2000 PSF) L 3 PIER DIMENSION FLAN � CAIPACITYR(TOP.) D I I BEND HOLD-DOWN UP INTO PLACE AFTER MODULE 19 SET ------- AND NAIL WITH (9) N70AN 91MPSON' ------ NAILS. 1 Y' 111) APPLY BAND BOARD EDGE OF 1 MODULE OVER NAILS I11 NN PLATE O 311 4" OR 8" CONCRETE CAP 16" WIDE AT HOLD DOWN D FILL CELL AROUND © Copyright ' 1984 - by CARDINAL INDUSTRIES INC. TYPICAL FOUNDATION PLAN 'UNITS BACK TO BACK SCALE I/8 = I -0 :"• #��' ;� �' DATE BY REVISIONS PROJECT LOCATION D OFFICES CARD1%�L NF, �'•2 INDUSTRIES CORPORATED DATE SCALE IN 2/15/85 SHOWN• SHEET DESCRIPTION 8400 East E�road Street SHEET NO Reynoldsburg, Ohio 43osa FL.OPIDA - Phone:614/863-2700 • ' ,GENERIC F D N. D WGI S. (ZONE 1 ) DESIGN DEPARTMENT 0 VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE - I 11 I VENT SCREEN. AND REMOVABLE GUARD SHALL BE SUPPLIED BY CARDINAL -" �- "INDUSTRIES, 1NC. AND FIELD.INSTALLED 1. General and Plumbing Contractors shall refer to Specifications. EDGE OF� iir BY THE FOUNDATION CONTRACTOR, 2, All sanitary and water lines shall be in Plumbing Contract. Plumber shall refer to Engineering Utility Drawings for. all underground MODULE b11', VENT SCREEN line sizes and locations and meter locations. (FIELD INSTALLED) 3. All electric power supply shall be in Electric Contract. REMOVABLE GUARD SOLID � (FIELD INSTALLED) 4. General Contractor shall supply and install all footings, foundation walls, piers, all crawl space materials, all crawl space vents, BLOCK FfNISH GRADE 4' SOLID MASONRY UNIT area wells, and gratings. 7 S. Crawl space access'doors shall be supplied by Cardinal Industries and installed by Gene"ral Contractor. CRAWL SPACE � 6. Termite Protection. shall be by Soil Treatment as' delineated in the Standards of "The National Pest Control Ass i ti " PI TCH VAPOR BARRIER SEE NOTE N°9. , Zone 3 - 100 M.P.H., and Zone 0 - 90 M.P.H. For the i� 0 �' ° a -3" DIA, OPENING identification of counties that occur in these wind nzones see enclosed wind zone map (Cover Sheet). � r�/DRAIN COYER 01 10. A vapor barrier consisting of 4 mil polyethylene lapped at lease 4" shall be installed over the ground surface of crawl space. Minimum 12"MIN 1 screened access door plus three 8" x 16" foundation vents for up to 40 modules. An additional 8" x 16" foundation vent shall be added FOUNDATION ACCESS /� for every 4 modules over 40. There shall be one ventilation opening within three (3) feet of each corner. ID TY.P. FOUNDATION WALL SECTION D VENTILATION DOOR 11. Continuous 30# felt sill sealer shall be placed atop erkire perimeter foundation wall. 3/4 =1-0 12. Bottom of all perimeter footings shall be not less than 24" below adjacent grade or as required by Governin Code whicheve i .11. 4" SOLID MA�ONRY BLOCK OR B, — TERMITE BLOCK 12"x IG" CONCRETE BLOCK (TYP.) E -' 8" CONCRETE BLOCK 2 The size of pier footings is based oc on indicated soil bearing capacities (details this sheet). The size of a on . perimeter footings is -CRAWL SPACE- based on 2000 p..s.f. soil bearing. The Contractor shall consult a Soils Engineer to determine soil bearing capacity at a particular z aite. Changes in footing sizes' from those permitted herein shall be approved, in writing, by a Cardinal Industries Registered I � Engineer. o4" CONCRETE SLAB 8. Plumbing Note: Location of storm and/or sanitary exit from building and flow 'direction of these laterals may vary. Refer to I z ON 4" GRAVEL Engineering Drawings. iw ♦ o ° o • a. • • _ ♦ u .....f v' ` v ! -+-• ' (3/4" COURSE) (SLOPE TO CENTER) 9. Information noted thus - C - this following wind zones, Zone O - -sheet, refers to anchors and footings desi ned to resist 190 H P H Z O -110 M P the wind loads that may occur in the in w 0 0 0 0 w z z W. W J c, a w m k- N.T.S. g r s greater. 13. Footing concrete shall have a minimum 28 day, compressive strength of 3,000 P.S.I. 14. Where soil hel0W WrirTleter footiJx3 has been disturbed less thian 3' ai-d carulot be ccrpacted to 3,000 P.S.F. C9 add two - 04 N U-u- s in footing whi cli extend 2 4 " beyond d i s t ur bed soil at both sides. A disturbance Over 3' IL DEQUAL EQUALQ wide shall be desigrxcl by the FtF_SFCNSIF3l.E PFifJFESSICNAL for the sF�cific site.. , 1 � o_ "' (D FOOTING--- o 'v b' v U. o CL a 5Qa� QQ v p• y T N o D : U D• p -N 'a M 4 o v •0 Q b; v W 0 ip, OD v' o �, p 2,-8" 3000 2'- 9" 2600 3,-• a 2000 3 PIER DIMENSION PLAN CAI ACITYRIN(TYP.) 3/4"■ 1 '- 0" I I BEND HOLD -GOWN UP INTO PLACE AFTER MODULE IS JET __-------T-- — l AND NAIL WITH (9)N21OAN SIMPSON �] NAILS. I IIU EDGE OF ly APPLY BAND BOARD MODULE I11 OVER NAILS 4" OR a" CONCRETE t:AP 16" WIDE AT HOLD DOWN �— fi a 2" • • • 16-GAGE HOLD-- • • • DOWN PLATE !� • ® (GALVANIZED) • —_t��_ • i' d FILL CELL AROUND HOLD-DOWN AND REBAR 464 REBARS AT EACH HOLD-DOWN LOCATION -CONCRETE - 9" CONC. BLOCK 04 REBARS (100, 110 MPH WIND) *5 REBARS (120 MPH WIND) (CONTINUOUS- I'-6' LAP) 3 B" • � � ? d 4 °. 0 �0 9 2 11 1'-4" 1100, 1101 MPH WIND) z'-o" Izo MPH WINO ANCHOR DETAIL N.T.S. 0 z t TYPICAL FOUNDATION PLAN -UNITS. BACK TO BACK - SCALE: 178 = I -0 DATE BY REVISIONS PROJECT LOCATION Copyright - OFFICES C py 'g 1984 SHEET DESCRIPTION by CARDINAL INDUSTRIES, INC. VERIFY ALL'DIMENSIONS AND CONDITIONS AT SITE GENERIC FDN. DWGIS.(ZONES 2,3, & 4) SCALE: 1/8 =1 -0 t 11 J a . ARDI A .INDUSTRIES INCORPORATED' DW 1 i DATE SCALE / 15/85 SHOWN 8400 East Broad Street SHEET NO [FLORIDA Reynolds burg, Ohio43068 Phone: 614/863-2700 DESIGN DEPARTMENT F2 N 'J it'_ 1 . 7. /A " 3 6' - 0.3/4" &SEE UNIT PLAN n DW-DIRECT WIRED FIXTURE n - - E P .4 1 O 1 cV y .. 2- A413568 DAAL i r 0 B I I i !i ®-SEE UNIT PLAN - - ---- - - - - 36=-0 34 --- - - _ . -- -- - - 3 6' _ 2 1/4- --- -- ---- -- -- -- - --- ---- - 2 4 - 0 1/4 _ I- i lic, It 36'-031/4° 24I- Iit ELEC. PANEL qp-i --- — — --- ----------- --- --- -= 00 I CD AQ= I I O I I O L FA Y'ANr I r -,I" r - -I r -i ©� —+©tee-�i aTrO�--t p L. _J L_ 0 0 ,• _ N O — p O o r-7 r- fo, ' r- J-1 H-i II I L_L aL_ J I • `iF' O I 1 i I _ 0 I _ f - 0 rt ! I ao I I I I co • r � I I I I o �/' I i o }� I I NZ - - - - r- I ❑ 1 1 i —r ©,r� 1 L_LLLJ J L J L_ J L J I- Op 0I- — .------ - --- --- - - 48-0tl - --- -- - --- --- I I I I O i 0 (DQ L-�-j L-rJ LtJ L N "IN 1 I i i O I I 0 i Ir I I -01 �! � � 1 -�i �``- I t--r©I L W JT�©J Ni I I I I j NI I i O O I CAI I I r-- t r-�j� I II I N OTE : TH IS BU I LDING IS TO o BE USED IN CONJUNCTION 0 GfI UW OTHER BUILDINGS ON PROJECT (SAME TENANT). I C� CAI 22-75 _2 1 r- r- 1/4 I �I �I o N I _ of I ! co O NI O� I N I P. T. A.C. CHART'. I I- A28368 DEAL _ 2- A4B568 DAAL"" co 3-A3B668 DAAL L .O I I N *EXIT SIGNS O O FAQ u N � O. nQ ,* 0 02 M IDa 3 N I 00 V' PH i Q= im 16 40 y}t # ELEC. PANEL q. o. t i1 91 6 .� / I I � IITI co I 1 O , ( I O � , I I i N I I N ! II � I ! I ! I ( ao ! O i I r\ I 1 I O N I L.---- -- 81- di I _ 48 0" co �00 o ( N I I I I N I i I I I I I � II iI N I I r r rt --I ;_ 4- t --I 4 i It i I _ N o) I I o i I I N I I I I i I N I I =CO I Il ! I ti I I I co o N II II N I II - I �r i 0 N i A Y i I i t- t- T r -t r t ____ I I RT.A,C. CHART _ —_— --� !L� --_ _ _ _—1 A213368 DEAL I r 2- A4S568 DAAL 8�- 0 8�_ 08 0 8- O81- 0it gy - 011 3- A36668 , DAAL TYPJ PIER SPA. j IIcotl o II � it N N rT -rt fi -t r 7 r r I- rt i t I i N I I� o \ o Y II N II a / II — _ t00 N f >, OU �' i P 0 Ln N 0 .v - (9 z :z z EXIT SIGNS r d- I 0 N 0 aL C�1 O :u. rl O 169 0 W" 041'.' 2 A j(D O IL _ I __ �-j E M1 I _ r- r"._ mv I I _ r I i ! co ! I I l I w ; I O N t i l i N It r T 1 l O N I L l 1- -4 - 1 i N 1 I I I 1 I I ix I co ►�� 1 i I t O I 1 I N I I 1 i i I I N I i I I I 48'- 0�� I I 1 8�- 0�� 00 O I I I I ~� I I I I I O N 1 11 N ( I 7 r r 7 r -r I I I - - --+ I- +--- - I I - I L i -L J 1 1 I i _ 1 ► I I O N p i p 1 I I I 1 1 N , cD w M cv I I I I I I I I I I r I l M W.- L L A 1- 1 l- . 1 L t 4 i CD I _ OD of o I I I I I I N I i I N kL -0 Pr r4-t ----_ I L-------1 —t N I 1 l! 1- !- L------ co I I I i 8-0 8-08-0 8-0- 8--0 81-011 81-0° ,p---- _ _ - — - - -- — TYP PIER PACING 1 "N N -- - I I I I I I t- rt I I cV I I I I N I I O I I I N r t t -t r -I r r r- fi T j l N CV 1 I I N I I _ P N I p , I I •I p I I 1 I I N I 1 !- + I I ! C\l I I P I 1 I N I i 4 8�- 0 I - / I O O I I 1 N I I I N I — I I T r r- T 4 L d L 4 4 _4 1 IA co I o I I MIIIIIIIIIII5 PROJECT LOC 3Y DATE BY REVISIONS - EFOUNDATION FS AT FS INDUSTRIES INCORPORATED DATE SCALE Copyright 1985 SHEET DESCRIPTION 8400 East Broad Street SHEET NO Reynoldsburg, Ohio 43068 FLORIDA by CARDINAL INDUSTRIES INC. ryAn�j�/�.�y Phone: 614/863-2700 AND PLAN I V B` D V' "'tt' 3 DESIGN DEPARTMENT VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE 0 r U z z Z) Er L12 4. GENERAL NOTE FOR STYLE ' NUMBER, WHICH GIVES LAYOUT OF VARIOUS VENEERS (ie. 7/16 HARDBOARD SIDING, STONE, BRIO}(, ETC OVER 1/2 WATER REPELLANT GYPSUM SHEATHING ON END ELEVATIONS), SEE CONTRACT DRAWING/EN- GINEERING SITE PLAN OF THAT PARTICULAR SITE. Elm FRONT E LEVATI 0 N S ( LOW SIDE) SCALE 1/4" : I —0 O CODED NOTES I. 215 # FIBERGLAS SHINGLES 2. CONTINUOUS RIDGE VENT (FIELD INSTALLED). 3. CONTINUOUS DRIP EDGE OR RIDGE VENT (FIELD INSTALLED). 4 5'' OGEE ALUMINUM GUTTER (FIELD INSTALLED). 5. 3%4" ALUMINUM DOWNSPOUT(FIELD INSTALLED). 6 SPLASHBLOCK OR DOWNSPOUT BOOT PER LOCAL CODE(FI) 7 I x 6 WOOD TRIM 8 I x 8 WOOD TRIM 9 CONCRETE BLOCK FOUNDATION WALL(SEE FOUNDATION PLAN). 10 ZONELINE GRILL AND WOOD TRIM 11 WINDOW (SEE SCHEDULE FOR SIZE AND MATERIAL). 12. DOOR (SEE SCHEDULE FOR SIZE AND MATERIAL). 13 NCO E' K OR CONCRETE STOOP(FIELD INSTALLED). 14 ix-0 WOOD TRIM (FIELD INSTALLED) 15. 1 x8 WOOD TRIM (FIELD INSTALLED) © Copyright 1984 by CARDINAL INDUSTRIES INC. SEE ai —F AT -EFT) 9 SIDE ELEVATIONS (BACK--TO-BACK UNITS) SCALE 1/4 = —O ■ 14',{ C' 07 E, �— 13 l, FRONT ELEVATIONS(HIGH SIDE) SCALE 1/4�� - _O�� SIDE ELEVATIONS(81--0If OFFSET) SCALE 1/4"n 1'-0" REVISIONS VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE PROJECT LOCATION OFFICES SHEET DESCRIPTION EXTERIOR ELEVATIONS GRADE RADE 3RADE .i CARENNAL rFLO WN BY El JM INDUSTRIES INCORPORATEDATE SCALE 15/85 1/4�1- I� OII 8400 East Broad Street SHEET NO Reynoldsburg, Ohio 43068 1 �� Phone:614/863-2700 DESIGN DEPARTMENT E 1 0 �12 o� r I" DISCHARGE FROM DRAIN PAN TO THE BUIDING EXTERIOR �G a %3/4!' TEMPERATURE a PRESSURE RELIEF VALVE WATER RISER SCHEMATIC N.T.S. 0� ooF O U) / 0 / 0 0 cn�z0 2 w > zmm1 cr w 2 -i P� • a n �. 3 SOIL STACK ISOMETRIC N.T.S. ELECTRICAL LEGEND WALL RECEPTACLE; 120v- PTAC RECEPTACLE; 240v- FLOOR RECEPTACLE;120v- -- SWITCH — EXTERIOR LIGHT; 12-0 Jt— E x r L I G H-r 120 4— JUNCTION BOX (FLOOR) FLOpK i EAVE LINE OFFICE ELECTRICAL PLAN SCALE: 3/8'I= I1- 011 ELECTRICAL NOTES; 1) ALL MODULES (EXCEPT THOSE CONTAINING RESTROOMS) WILL UTILIZE ONE 20 AMP 1 POLE LIGHTING CIRCUIT AND ONE 20 AMP 2 POLE SPACE CONDITIONING CIRCUIT ORIGINATING AT THE LOAD CENTER AND FIELD CONNECTED IN THE JUNCTION BOX LOCATED AS SHOWN, 2) WATTAGE FOR EACH LIGHTING ECIRCUIT WILL NOT EXCEED THE MAXIMUM FOR A 20 AMP 1 POLE CONTINUOUS DUTY CIRCUIT �NELCALCULATLOWATC180FOR4NDUCTIVE LIGHTING LOADS, RECEPTACLES ARE 14TENDED FOR GENERAL 3) FACTORY WIRING (IN THE MODULE) IS 12-2 w/G NM Cu CABLE (90'0, FIELD WIRING FROM THE LOAD CENTERS TO EACH JUNCTION BOX WILL BE IN ACCORDANCE WITH NEC STANDARDS, 4) SERVICE ELEVATIONS SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL BE SPECIFIED UNIQUELY FOR EACH BUILDING AND SITE LAYOUT, _lql N A,B,C OR D S5 IF SEE BUILDIN PLAN EAVE LINE (SEE SUITE 81 SITE PLAN FOR LOCATION 81 HAND) OFFICE TOILET PLAN --HIGH SIDE SCALE: 3/8 - 17 FLOOR LOADING : 50 PSF LIVE LOAD 4Til 11 FOR WATER RISER a SOIL STACK ISOMETRICS SEE SHEET P2. EAVE LINE f DATE ' BY 3EY BUI I LDING PLAN EAVE LINE (SEE SUITE B SITE PLAN FOR LOCATION a HAND) OFFICE TOILET -PLAN-LDW SIDE SCALE: 3/8 = I-0 If FLOOR LOADING:50,PSF.4�.VE. 1 &Q_ 0 �+�.LLr'r:'^H y.*kftx ��:a. ^.^... •x .3Y.vr'.44.yt-bP..rJi:...x�v � ... .. - 3 •6Y��b`�-�:3.::'..:�-ue dae_:.i"1/xn :,�mmC✓ • - _ - � _.•.,..Wvu'. ys•.+e >xi xin - ._.... �-. ... ..: .: ..a.-+w<�e.c...:� _m - �-�-+N jucuy.ST! t f aw a t. rx.nxe.:: ro. t ...-v ..w .. .—._t�_ r.:.M•+4e.:a ... _ .vraa=z- /yy� 8'-a�—_..:.r^--.•----.• 34i...iuS.+>'i3.^___::.5�'.s3`aa!'-mAi-.ivl'aSL`ncf .. r.: n. .cx..a-ii ELECTRICAL LEGEND. O� WALL RECEPTACLE ; 120+r -�; - Ex r. L]GM7' I2D ,f °`p ' P GP \� G �f A C RECEP'CACi,E , 2�1Uv FLOOR RECEPTACLE; 12 0 v, < �\GC7\,J I SWITCH ,VI /' JUNCTION BOX (CEILING) JUNCTION Box ( FLOOR) i •7/ � A,y p � W/PHO TOCE.LL swiTCH \\I2�► G �o�, EXHAUST FAN G MIN. 220 CFM \BIZ pF I I j. 60 2 �- �`� SOIL STACK ISOMETRIC NOT TO SCALE C-) O� Q� I ti� �� r �ATc: cc HOT ` 4T ER HEAFER (ABCVE SINK) � r' ��► WATER RISER, SCHEMATIC 1. VANITY TOP MOUNTED WITH 29" CLEAR HEIGHT NOT TO SCALE BF'idE1;T'H AND 32" !•]AX. HEIGfIT OVERALL. _.. J BOX 1. 1 SEE NOTE I I 2. L-.ATER CLOSETS ARE THE ELONGATED TYPE AN ( I MEASURE; 17" TO TOP OF SEAT. 3. STALL PARTITIONS SHALI. BE INSTALLED WI`rll I I � A9" MIN. TOE CLEARANCE ABOVE; FLOOR. °, EAVE LINE__ 4. MIRRORS TO BE MOUNTED WITH BOTTOM EDGE NO HIGHER THAN 3G" ABOVE FLOOR. TOILET CUBE ELECTRICAL PLAN 5. URINAL SHALL BE WALL BUNG WITH ELONGATE[) . / RIDE. RIM TO BE 15" MAX: AI3C)VE FLOOR AND ��� I�_0�� SCALE SCALE 3/8 FLUSH CONTROLS NO HIGHER THAN 44" ABOVE 9 FLOOR. NOTE: MOUNT SNITCHES N07 MORE THAN8" ABOVE FLOOR, (:. PIPES BENEATH VANITIES SHAI,I, BE `rltElutALL'1 � _ THIS MODULE IS HEATED AND COOLED BY USE OF 220 CFM PROTECTED BY INSULATION OR COVERING OR EXHAUST FAN WHICH DISGHARGES TNRU THE. ROOF. THE I.Ir]i'1'i'D TO 120' BY MIXING VALVE. b0C)R i UNDERCUT I/2 TO ALLOW VENTILATIUN, i'01 LET ROOM ACCESSORIES; TOWEL DISI'r;NSI:P, . rA SAN 1NAPKIN DISPENSER, ETC. SHALL HI•: J MOUNTED 40" A.F.F. MAX. DATE BY REVISIONS 8. ALL GRAB BARS,ARE 1-1/2" DIA. AND MOUNTED OFFICES WITH 1-1/2" SPACE BETWEEN WALL AND BAR, AND Copyright 2'-9" ABOVE AND PARALLEL TO FINISH FLOOR • 9. TOILET PAPER DISPENSERS SHALL BE MOUNTED - MIN. 19" A.F.F. by CARDINAL INDUSTRIES INC. n I= F I r F / `I"•'m i FT LRVA"rOR Y-- COUNTER rOF SURFACE MOU MIRROR 38" ABOVE FINISI- FLUOR, ELECTRIC WA, COOLER -- 36"I` UPPER EDGE, FRONT CONTF 2' x 2' SERVICE - SINK SURFACE MOL MIRROR 38" ABOVE FINI% FLOOR. 42" GRAB BAS 2'- 9" ABOVE FLOOR CENT OVER WATER CLOSET. I ! 12�� - - - R ( - t� 0 I/ M I _ nJ I tl T- ED ( Eft IAXI 01 OL 1 c ^--- - _ ()-L. _ F C -----1- ILING,, ]`CLEAR --- — I I -- - 'cv --I - � I — - _- — cv I — - -- - - N T ED_ — F 7 i -; -7'� — —t ----- --� — tea - i I�75 � 1 7`-O" DIA. TURNING CIRCLE 5'-0" DIA. TURNING CIRCLE C S5 S E E B LD'G. PLAN 1INYL TILE AND DOVE BASE 42" GRAB BAR --1— 2`- 9" A80VE FLOOR i i i ( EAVE LINE TOILET CUBE FLOOR PLAN SCALE 3/8"M 11_011 NOTE, -ALL GRAB BARS SHALL BE 1.1/2" DIA.. -CLEAR OPENING AT EACH DOOR SHALL BE 32" M'' `J FL(_10R LOADING: 50 P,SF LIVE LOAD. I a --A H A zr, �Ov J `✓ - 1 UIKLUII INLLUUINb ALLUWANCLS FUR INDUCTIVE LIGHTING LOADS, RECEPTACLES ARE INTENDED FOR GENERAL USE AND ARE CALCULATED AT 180 WATTS EACH, PTA C RECEPTACLE*, 240v- 3) FACTORY WIRING (IN THE MODULE) IS 12-2 w/G NM Cu CABLE (90%), FIELD WIRING FROM THE TOAD CENTERS TO EACH JUNCTION BOX WILL BE IN ACCORDANCE WITH NEC STANDARDS, 0 p 0 I FLOOR RECEPTACLE v' , 120 p 00 ( 4) SERVICE ELEVATIONS SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL BE SPECIFIED UNIQUELY FOR ?\_ I - EACH BUILDING AND 61TE LAYOUT, SWITCH JUNCTION BOX (CEILING) 0 ! JUNCTION BOX (FLOOR) i 42 A GRAB 'BAR S2 ,. ,- p'�-r,v,.tAt_ L��.t-tom' �, � �P� +`r; _ �av ckKIC� r 2-9ABOVE FL00R _M 3 C It/ 0 It -VINYL TILE -AND G12 Q COVE BASE 24 GRAB BAR,--, 4 �12 t EXHAUST FAN 7 1It If 2-9 11 ABOVE p Q)PG�p MIN.220 CFM FLOOR. CENTER It lI ®v� 0�� OVER WATER I � I II�2 � � ®\�0 G CLOSET 6"0 r 5'-0" DIA. 'TURNING CIRCLE o p N I 3 I�✓ \� F zJ LAVATORY I N 2, �,► COUNTER TOP 5-0 0) 3 SURFACE MOUNT MIRROR 38 p ®y SOIL. STACK ISOMETRIC RIGFi ABOVE FINISHED - " d M CV NOT TO SCALE FLOOR. _ RP ` NOTE, THIS UNIT MUST BE IN ,i M A BUILDING THAT INCLUDES % =N 00�� S A 3"� MAINSTACK AT THE �I'y C 3 M �5\G5 r END OF BUILDING DRAIN. LP y O _ v], ®\ (FLAT CEILING) o a 314 " 2 3le It q SURFACE MOUNT MIRROR 38" ABOVE FINISHED FLOOR. 24" GRAB BAR 2'- 9" ROVE FLOOR CENTI OVER WATER 3 N M ���■O1� If.COVE BASE ! ,-MIN � 220 CFM CLOSE T. o 1 1 f M 075 1 : NOTES �T WATER RISER SCHEMATIC 1. VANITY TOP MOUNTED WITH 29" CLEAR HEIGHT NOT TO SCALE 42" GRAB BAR BENEATH AND 32" MAX. HEIGHT OVERALL. I HOT WATER J BOX HEATER ABOVE SEE NOTE i I 2 - 9 ABOVE FLOOR I i 2. WATER CLOSETS ARE THE ELONGATED TYPE AND I i MEASURE 17" TO TOP OF SEAT. I ( I I 3. STALL PARTITIONS SHALL BE INSTALLED WITH I f I I A 9" MIN. TOE CLEARANCE ABOVE FLOOR. EAVE LINE .....---._.--�------------------ � EAVE LINE------_-_----�-_I 4. MIRRORS TO BE MOUNTED WITH BOTTOM EDGE NO HIGHER THAN 36" ABOVE FLOOR. TOILET CUBE ELECTRICAL PLAN TOILET CUBE FLOOR PLAN a, 5. URINAL SHALL BE WALL HUNG WITH ELONGATED RIM. RIM TO BE 15" MAX. ABOVE FLOOR AND !'. SCALE: 3/8 "= I'-0" SCALE 3/8"= I'-0" FLUSH CONTROLS NO HIGHER THAN 44" A13OVE � FLOOR, NOTE MOUNT SWITCHES NOT MORE THAN 48" ABOVE FLOOR. NOTE. -ALL GRAB BARS SHALL BE I I/2" D ' -CLEAR OPENING AT EACH DOOR SHAL BE M ,:. PIPES BENEATH. VANITIES SHALL BE THERMALLY THIS MODULE IS HEATED AND COOLED BY USE OF �. PROTECTED BY INSULATION OR COVERING OR ,� 220 CFM EXHAUST FAN WHICH DISCHARGES THRU FLOOR LOADING: 50 PSI -LIVE LOAD LIMITED TO 120' BY MIXING VALVE. � THE ROOF. THE DOOR IS UNQERCUT 1/2 TO ALLOW 7. VENTILATION. TOILET ROOM ACCL•'SSORIES; TOWEL DISPENSER, • SANITARY NAPKIN DISPL•NSEH, ETC, SHALL BE MOUNTED 40" A.F.F. MAX. `, DATE BY REVISIONS PROJECT LOCATION bwN BY a. AL L GRAB -BARS ARE 1-1/2 DIA. AND. MOUNTED _ � OFFICES T rAR D I iRv'A L J1�IFN PIS ' WITH '1-1/2" SPACE BETWEEN WALL AND BAR, AND Ci CO rl h(! Q �ysHo . NDUSTRIES INCORPORATEDDATE SCALE 2'-9" ABQVE`AND PARALLEL TO FINISH _ riMOUNTED FLOOR. �p ' SHEET DESCRIPTION 8400 East Broad Street SHEET NO 9. TOILET PAPER DISPENSERS SHALL BE MOUNTED ' Reynoldsburg, Ohio 43068 FLORIDA- z MIN. 19" A.F.F. by CARDINAL INDUSTRIES ,INC. Phone: 614/86s-2700 z OFFICE/TO I L.ET MODULE . cc DESIGN DEPARTMENT VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE .W i z ELECTRICAL NOTES: c CC 1) ALL MODULES (EXCEPT THOSE CONTAINING REST;OOMS) WILL UTILIZE ONE 20 AMP 1 POLE LIGHTING CIRCUIT AND �=-LGC�L\pp I � ���� ONE'20 AMP 2 POLE SPACE CONDITIONING CIRCM ORIGINATING AT THE LOAD CENTER AND FI EU? CON.N ECTED IN THE JUNCTION BOX LOCATED AS SHOWN. EXCEPT' 2-20'AMP 2 POLE HVAC CIRCUITS IN DOUBLE OFFICE MODULES. 2) WATTAGE FOR EACH LIGHTING CIRCUIT WILL NOT EXCEED THE MAXIMUM FOR A 20 AMP 1 POLE CONTINUOUS 1N000S DUTY WALL RECEPTACLE ; 120 CIRCUIT INCLUDING ALLOWANCES FOR INDUCTIVE LIGHTING LOADS, RECEPTACLES ARE INTENDED FOR GENERAL USE AND ARE CALCULATED AT 180 WATTS EACH, v PTA C RECEPTACLE' 240v 3) FACTORY WIRING (IN THE MODULE) 1S 12-2 w/G NM Cu CABLE (90%), FIELD MIRING FROM THE LOAD CENTERS "� ' TO EACH JUNCTION BOX WILL BE IN ACCORDANCE WITH NEC STANDARDS, FLOOR RECEPTACLE, 120v 4) SERVICE ELEVATIONS,LDING AND SERVICETE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL BE SPECIFIED UNIQUELY FOREACH j T. SWITCH OPTIONAL , 1[7-10 3/4 L DOOR Z Y IQ JUNCTION BOX ( FLOOR) - S t ao 0 - N r v r OPTIONAL 114, 5,6,7 OR 8 WALL OPTIONAL SKYLIGHT S) 4 cv of In -c� ..■ -co %,B,C. OR D 'ED DI ( I ----- i i-------� O I � OPTIONAL DOOR L----------- A,B,C OR D S5 SEE BLDG PLAN 3p © COPYRIGHT 1984 CARDINAL INDUSTRIES INC OFFICE II' 4 3/4" i 0 iv E f 3�� ELECTRICAL NOTES: ELECTRICAL LEGEND 1) ALL MODULES (EXCEPT THOSE;CONTAINING RESTROOMS) WILL UTILIZE ONE 20 AMP, 1 POLE LIGHTING C IRCUII AND ONE 20 AMP 2 POLE SPACE CONDITIONING CIRCUIT ORIGINATING AT THE LOAD CENTER AND FIELD. CONNECTED t THE JUNCTION BOX LOCATED AS SHOWN, EkEPT 2-2o AMP 2 POLE H.A OFFICE MODULE, ' V . C CIRCUITSIN DOUBLE 0 . k WALL RECEPTACLE ' I v 2) WATTAGE FOR EACH LIGHTING CIRCUIT WILL NOT EXCEED THE MAXIMUM FOR A 20 AMP 1 POLE N 2 0 E CONTINUOUS DUTY « CIRCUIT INCLUDING ALLOWANCES FOR INDUCTIVE LIGHTING LOADS, RECEPTACLES'ARE INTENDED FOR GENERAL USE AND ARE CALCULATED AT 180 WATTS EACH, PTA C , RECEPTACLE', 240v 3) FACTORY WIRING (IN THE MODULE) IS 12-2 W/G NM Cu.CABLE (90'C), FIELD WIRING FROM THE LOAD CENTERS TO EACH JUNCTION BOX WILL BE IN ACCORDANCE WITH NEC STANDARDS, FLOOR RECEPTACLE ; 120v 4) SERVICE ELEVATIONS SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL BE SPECIFIED UNIQUELY FOR ISO EACH BUILDING AND SITE LAYOUT, SWITCH NOTE I E:X-rER%g2 L-IC H-r 120 J`' THIS: CONFIGURATION OF' OFFICE 11'-10-3/4" N r DOORWAYS IS PERMITTED ONLY OPMO JAL WHERE EXITWAY ACCESS IS PROVIDED Z Y �..� LIGHT �T3oV E OR JUNCTION BOX FLOOR cA,,�o�y BY THE ADJACENT MODULE OR TTIE SJ S2 a � , (rAjD T(D, i LL SwtTcR)OUT-OF- DOORS. 3 WINDOW - - _ -_ - \w HVAC OPTIONAL SKYLIGHT S) 6 c, SURFACE MOUNTED LIGHT FIXTURE STYLE AND SIZk MAY VARY. YT�M�AX. WATTAGE NOT O EXCEED ENERGY CODE ALLOCATIONS. (G'E. LAMPS - F96T12/CW/WM) PTAC r------� r - - - - -- t i t 1 I I I i I 1 a O OFFICE © COPYRIGHT 1984 BY CARDINAL INDUSTRIES INC. O ® O , N A,B,C or D A,B,C or SS SEE BLDG. PLAN SEE BLDG. OFFICE PLAN CID 3" t t I I' 4 3 /4„ 1 113" 1 1 Fol i ELECIRICAL NOTES; ELECTRICAL LEGEND 1) ALL MODULES (EXCEPT T THOSE CONTAINING RESTROQMS) WILL UTILIZE ONE 20 AMP, 1 POLE LIGHTING CIRCUIT AND ONE 20 AMP 2 POLE SPACE CONDITIONING CIRCUIT ORIGINATING AT THE LOAD CENTER AND FIELD CONNECTED IN THE JUNCTION BOX LOCATED AS SHOWN, _ y. M EXCEPT 2 20 AMP 2 POLE riVAC CIRCUITS .IN 00U8LE OFFICE MODULES. - - WALL RECEPTACLE 12Ov 2) WATTAGE FOR EACHILL 'LIGHTING CIRCUIT NOT W E;�CEED THE MAXIMUM FORA 20 AMP 1 POLE CONTINUOUS DUTY CIRCUIT INCLUDING ALLOWANCES FOR INDUCTIVE LIGHTING LOADS, L R ECEPTACLES ARE INTENDED FOR GENERAL USE AND ARE CALCULATED AT 180 WATTS EACH, PTA C RECEPTACLE, 240v 3) FACTORY WIRING (IN THE MODULE) IS 12 2 W/G NM Cu CABLE (90 C), FIELD WIRING FROM THE LOAD CENTERS TO EACH JUNCTION BOX WILL BE IN ACCORDANCE WITH NEC STANDARDS, FLOOR RECEPTACLE' 12Ov 4) SERVICE ELEVATIONS, RV 1 SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL BE SPECIFIED UNIQUELY FOR ONSEACH BUILDING AND SITE I-AYOUT, -4A- SWITCH II-10`3/4 1, _ N a Z 0 R Y 1 I,14, 5,6 7 or 8 JUNCTION BOX (FLOOR) S I S 2 DI OPTIONAL LOCATION V OPTIONAL SKYLIGHT I) is 230 CFM FAN 230 CFM FAN f r-----,-� I t At F� is t0 O OFFICE IQZ 0 N a ce 11 3 7- 6 5/8" A, B ,C or D 3 I/21. 3'- 9 511Y� Rk S5 © COPYRIGHT 1984 SEE BLD BY PLAN CARDINAL INDUSTIES INC. I IL 4` 3/4" 0 ■IIIIF: 0 _� A, B,C or D \�I�l SEE 'BLDG. PLAN 3it 4- L I 3 WINDOW IJ BOX I Y 3 2 i 5 OFFICE FLOOR PLANS • VARIATIONS' __ SEE NOTE I 0 R ( sl s2 55 -o s5 a SCALE: 1/8"=II-O"----------��__------- ---- M i EAVE LINE�� EAVE LINE :> FLOOR LOADING: 50 PSF LIVE LOAD 1 OFFICE ELECTRICAL PLAN OFFICE FLOOR PLAN - - CAL =I- S E 3/ 8 0 SCALE 3/ S AL =I-0 8 DATE BY REVISIONS PROJECT LOCATION DwN BY P S �A OFFICES MFS/BSK o n © Copyright INDUSTRIES INCORPORATED DATE SCALE . 2 /.15/85 : SHOWN v 1984 SHEET DESCRIPTION 84C0 East Broad Street SHEET NO Reynoldsburg Ohio 43068 FLORIDA Z by CARDINAL INDUSTRIES INC. Phone 614;e63-2700 OFFICE UNIT W/ VARIATIONS VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE E I N DEPARTMENT D S G DE EN Q ... . ...:.. . N ii p o cV ELECTRICAL NOTES: , ELECTRICAL, LEGEND 1) ALL MODULES (EXCEPT THOSE CONTAINING RESTROOMS) WILL UTILIZE ONE 20 AMP 1 POLE LIGHTING CIRCUIT AND ONE 0 AMP 0 -- 0 2 2 POLE SPACE CONDITIONING CIRCUIT ORIGINATING AT THE LOAD CENTER AND FIELD CONNECTED IN THE JUNCTION BOX LOCATED AS ,SHOWN EXCEPT 2-20'AMP 2 POLE HVAC CIRCUITS IN DOUBLE OFFICE MODULES, WALL RECEPTACLE ; 120v 2) WATTAGE FOR EACH LIGHTING CIRCUIT WILL NOT EXCEED THE MAXIMUM FOR A 20 AMP 1 POLE CONTINUOUS DUTY CIRCUIT INCLUDING ALLOWANCES FOR INDUCTIVE LIGHTING LOADS, RECEPTACLES ARE INTENDED FOR GENERAL USEANDPTA C RECEPTACLE.', 240v 3) FACTORY WIRING (IN THE MODULE) IS 12-2 w/G-NM Cu CABLE (90%). FIE,WIRING FROM THE LOAD CENTERS �L TO EACH JUNCTION BOX WILL BE IN ACCORDANCE WITH, NEC STANDARDS, FLOOR RECEPTACLE', 120v- 4) SERVICE ELEVATIONS, SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL BE SPECIFIED UNIQUELY FOR EACH BUILDING AND SITE LAYOUT._ SWITCH L. I G H-r j 12 U Z OR Y JUNCTION BOX ( FLOOR)— � � B vA L'cANepy �'�_: �I'k4b�t✓L.L gW1TU-1 , � I ,�, 0 m a JU 0 a OFFICE FLOOR PLAN; VARIATION SCALE` 1/8"= I'-0" O :co AL Q5 DOOR O 065 N DOW ��\,4 Q0 311 A,B,C OR D SEE BLDG. PLAN 5 i5 r� OPTIONAL TAC OPTIONAL SKYLIGHTS OPTIONAL 2 i - - - - - i I-------� DOOR I I I I 1 i I 1 `------J L O i OFFICE CO © COPYRIGHT 1984 BY CARDINAL INDUSTRIES INC. ri D A,B,C OR D S5 SEE BLDG OFFICE PLAN 311. 1IL 4. 3/4" XL - � 3 Z OR Y 3 I SEE NOTE I I I S i S 2 S5 EAVE LINE�7' EAVE LINE 'f c. FLOOR LOADING: 50 PSF LIVE LOAD. nl7Plr+9 Ir'1 =*f%-r0lrAI D1 ARl -` ��` f)FPlf_17 171 M)p PI AN R I e IN IN OFFICE FLOOR PLAN;__ VARIATIONS SCALE: 1/80= I'-0" C -�` p /� c C ELECTRICAL NOTES: ELECTRICAL LEGEND 1) ALL MODULES ( EXCEPT TKOSE CONTA N I NG RI STROOMS ). WILL UT I L I ZE ONE 20 AMP1 POLE LIGHTING CIRCUIT AND ONE 20 AMP 2 POLE SPACE CONDITIONING,GIRCUIT ORIGINATING.AT.TNE:.`CIIOAD CENTER AND FIELD CONNECTED IN THE JUNCTION BOX LOCATED AS SHOWN; EXCEPT 2-20 AMP .2, POLE HVAC RCUITS IN DOUBLE OFFICE MODULES. WALL RECEPTACLE; 120Y 2) WATTAGE FOR EACH LIGHTING CIRCUIT WILL NOT EXCEED THE MAXIMUM FOR A 20 AMP 1 POLE CONTINUOUS DUTY CIRCUIT INCLUDING ALLOWANCES FOR'INDUCTIVE LIGHTING L(.ADS, RECEPTACLES ARE INTENDED FOR GENERAL f USE AND ARE CALCULATED AT 180 WATTS EACH. PTA C RECEPTACLE ; 240v- 3) FACTORY WIRING (IN THE MODULE) IS 12-2 W/c NM• CU CABLE (90'0, FIELD WIRING FROM THE LOAD CENTERS TO EACH JUNCTION BOX WILL BE IN ACCORDANCE WITH NEC STANDARDS, EACH BUILDING AND .SITE LAYOUT, FLOOR RECEPTACLE; 120w " 4) SERVICE ELEVATIONS, SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL BE SPECIFIED UNIQUELY FOR -tA- SWITCH - III-10.3/4r -F r E:XT, L)GHT� 120 V- or Z Y , '21 JUNCTION BOX ( FLOOR) S( S -}-. ------ Q P"r-IOh1 AL t_i G�IiT F� OPTIONAL OPTIONAL OPTIONAL SKYLIGHT S PTAC PTAC -----' I-------i I I AAC or D PLEE AN B LDG. SURFACE MOUNTED LIGHT FIXTURE STYLE AND `SH 063 ' ►r I 3 INDOW d J BOX Z o Y 3 2 SEE NOTE I I - ." I S I 52 S5 5 c EAVE LINE EAVE LINE ` rr FLOOR LOADING, 50 PSF LIVE LOAD. SEE BLDG PLAN OFFICE ELECTRICAL PLAN f, ,,1E OFFICE FLOOR FLAN' } SCALES 3/8 = i-0 j -. _ f �, ,. r _... SCALE 3/8- I-p o DATE BY REVISIONS PROJECT LOCATION DWN BY I i — _ OFFICES NCARDINA MFS/ BSK P 1 o © Copyright. WDUSTRIES MiC0)FtP0RATt.D DATE SCALE N 19 84 2/ 15/85 SHOWN SHEET DESCRIPTION a" East Broad Street SHEET NO `` by CARDINAL INDUSTRIES INC. Reynold burg, Ohio 430t3t! Phone: FLORIDA 1®� x O FFI CE U N IT W/ VARIATIONS sl4ies3 zoo � VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE , DESIGN DEPARTMENT - _ e zz E,LECIR I CAL OOTES ; h 1) ALL MODULES (EXCEPT THOSE CONTAINING RESTROOMS) WILL UTILIZE ONE 20 AMP, 1 POLE LIGHTING CIRCUIT AND ELECTRICAL LEGEND ONE 20 AMP 2 POLE SPACE CONDITIONING CIRCUIT ORIGINATING AT THE LOAD CENTER AND -FIELD CONNECTED IN THE JUNCTION BOX LOCATED AS SHOWN. EXCEPT 2720 AMP .2 POLE HVAC CIRCUITS IN DOUBLE. OFFICE MODULES.. 2) WATTAGE FOR EACH LIGHTING CIRCUIT WILL NOT EXCEED THE MAXIMUM FOR A 20 AMP 1 POLE CONTINUOUS DUTY WALL RECEPTACLE; 120Y CIRCUIT INCLUDING ALLOWANCES FOR INDUCTIVE LIGHTING LOADS, RECEPTACLES ARE INTENDED FOR GENERAL USE AND ARE CALCULATED AT 180 WATTS EACH; co PTA C RECEPTACLE; 240w 3) FACTORY WIRING OWTHE MODULE) IS 12-2 w/G NM Cu CABLE (90'C),, _FIELD WIRING FROM THE LOAD CENTERS TO EACH JUNCTION BOX WILL BE IN ACCORDANCE WITH NEC STANDARDS, FLOOR RECEPTACLE; 120v 4) SERVICE ELEVATIONS, SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS -WILL BE SPECIFIED UNIQUELY FOR EACH BUILDING AND SITE LAYOUT, SWITCH N II-10.3/4 ' 4 Z OR Y 11,14,5,6,7 OR 8 JUNCTION BOX ( FLOOR) S1 S2 L DI -N m m 7 m 0 _co I OFFICE FLOOR PLANS; VARIATIONS SCALE, 1/80$I'-0" 01 •9 PC OPTIONAL DOOR A,B,Cor D 3 WINDOW y „ ww^ I ( Z 0R Y 3 tj SEE NOTE I I I S1 S2 EAVE LINE SAVE LINE SEE BLDG. PLAN DOOR AND FRAME SCHEDULE w a W m m D 00 ��Y W w d O Fz�F Q 12a ,� aPPP U. (� sNU �{ -Ji ���yy,JJJ olQQj�Q US w } � � d ° l it Q Q Qi ocAr 3 1 3-0 xti-6 HM B W E— Z 2 -8. x -8 WHC A W (- 3-0x6-8 WHC. A W I - 4 3- o x s- e S G A W. I C 20 MW . 2- $ x 6 - 8 SC A .W: I G 20 MIN . a 2-8 x 6-8 WHC C I— T 6-Ox6-8 W 0 i( E- e 3-04.x6-8� HM- G W E- 0 6'-d x 6-6" WNC F W I- io 2- 0" x 6'- WHC A W I- WINDOW SCHEDULE m W� P Z�� k Q `ZWS�� b k �o j}Lw;Z`Z 2 � V10 Y A -3 I 4-Ox5 I -SH D YES AL NO 8 Z 4'-65 i I HS D YES I AL NO A 3'-d'x 5'-d I 1 HS D YES AL NO A 4 3- x 5- I HS D YES I A L NO B 6'-0"x�-d' I YES IAL NO C Q0UBt-E 6 lKsS1NG" HUNG. "S'3"0RQ(7{1rLSLCrXL F'FlxE0, ZONELINE SCHEDULE (HVAQ No. G.E. MODEL No. BTUH CFM EN7 A I 368 DA 2 568 DA 3 668 DA 10 300 6,900 60 /ITEMPERED f � a ° ao L 1 U A B C G D E single F double DOOR ELEVATIONS r. A 8 single C double horizontal slider single hung WINDOW ELEVATIONS DWN' BY CARDINAL MFS SdNE . INDUSTRIES INCORPORATED DATE O ATED 2 / 15/8Y5 NONE 8400 East Broad Street SHEET N Reynoldsburg; Ohio 43068 FLORIDA Phone:614/863-2700 DESIGN DEPARTMENT . - - --- . - I I I - I - I - - - - - - - -- --��-- � . �- - 11 . — - - - � Y, - I . I . I I . �- � - - -- — , , I I � - - 7, - , , , , � ,� ,, --_ _ - - - - -- - -- — . � � I . I . �-,' - � , � , I I . - , � I I , - - � - , ----�11� - -- I - - I -- I I . — _-: -- — � I � � � � � , - I - � I : 4 I I I : , " I I I - - � � � - � , - " , 2 , li I ;� �� - " I . . - . I - . I I . . - I �- � : - - :. I'll- 11 - I 1. - - 11 �' I � I � , - z , I � I I - �, I - I . J� , I � , I I I � I � " I � - ': �. .1 I . . - - I I - � . � , � I . I I I . � I I � � - , 1-1- I - I - - , I ; - T , - 1, -� . 11-� - � : �, ., 11 I - , I -, - " � , - I - I I , - I . I I � � .1 - I - I I I ; I , � I 1, I- --11 � ,o � � � - � , ,,, ,-�� - � - I % 1:� ,11' �� , , , I . � � -1 I , � I � I I I . I 11 . , I I -- � � I . 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LOAD PANEL I-M-X BUILDING I-M SANFORD OFFICE I I ------------------------------------------------------- ------ - --- �, � I I I 700 AMP 1 120/200 VOLTS W/SULID NEUTRAL ----------------------------------------------------------------------------------------- � . � . : I . 1. - I I I - -, . I I .� � 200 AMP 120/20a VOLTS -------------------- ----------- W/SQLID NEUTRAL - ----- , - ------- I I I � -------------------------------------------------------------------------------------------------------- LOAD PANEL I-S-B BUILDING I-S - SANFORD OFF ICE THREE PHASE ,4 WIRE ,60 HZ MAIN LUGS I --------------- I . � I I . . \ . 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I -------------------------------- -------------- -- ! ---------------------------- - -------- - - -------------------------- ----- � ------ ------ -- I --------------------------- �_____ ____ ______ ____ ----- --------------------- ----- ------- ------- --- ! --- � ------------- -------------- . - ---- ====z====================================================-============================-=====z=========4 I � . 11 12 1920 GEN LIGHTING -------------------------------- -------------- - 112 2-12 - - - -- 20/1 1 2625 ZONELINE 1/2 2-12 2012 ? 10 2625 IONELINE 1/2 2-12 20/2 I 1920 GEN LIGHTING 1/2 2- 12 20/1 13 14 1920 GEN L16HTING ----- --------------------- - - - -------------- -- ! ---- ------ ------ 1/2 2-12 20/1 1 - I . ATTS LOAD CONDUIT WIRE BRK/P C18CUIT WATTS LOAD CONDUIT WIRE ,BRK/P -- ! ----- ------- -------------------- 1800 RECEPTA , CLES 112 2-12 2011 13 14 1900 RECEPTACLES ---- ----- 112 2-12 ----- 20/1 ------------------------- -- - - ------- ------ -- ! ---- ------ --------------- ----- ---- ------- ----- 1 it 12 ----- -- - ----------------- - 1800 RECEPTACLES , 112 2-12 20/1 15 16 1800 RECEPTACLES - ---- ------ ------ 1/2 2-1-2 20/1 . � . I ---- -------------------- ------ ------ ------- -------- ------- -------------------- ---- ------ -- - -- -------------------------- ---- -------------- -- ! ---------------------------- ___ ____. ______ ------------------------- ----- ------- - � ---- -- ! --------------------------------- - -- ------------- __ --------------------- ----- ------- ------ � ___! ---- ----- -------------------- � ---- ------ . 3025 ZONELINE 1/2 2-12 20/2 1 2 3025 ZONELINE 112 2-12 20/2 T 1800 RECEPTACLES 1/2 2-12 2011 15 16 1900 RECEPTACLES 1/2 2-12 ____ 20/1 1 1120 GEN 1.160ING 11/2 2-12 20/1 13 14 1920 GEN L16HTING 1/2 2-12 20/1 e 1800 RECEPTACLES 1/2 2-12 20/1 17 19 1800 RECEPTACLES I ------ 1/2 2-12 zo . /I ---- --------------------- - ----------- ------- -- ! ----------------------------- ---- ------- _____ I -------------------------- � ---- -------------- -- ! ------------ ---------------- ------- ----- - ___ ------------------------- ----- ------- ------ -- ! -------------- - ----------------- ---- ------- ----- ---- --------------------- � ---- -------------- --- I I . ----- -----. -1 ---------------------- . ------ ------ I I 3 4 I 1920 TOILET LIGHTING 112 2-12 7011 17 18 1500 WATER HEATER 1/2, 2-12 20/1 . 1800 RECEPTACLES 1/2, 2-12 20/1 15 16 1000 RECEPTACLES 112 2-12 2011 " TOILET LIGHTING 112 2-12 20/1 19 20 "' I ----. � --------------------- ----------- ------- - I— - - ----------- . ---------------- 7 ____ � ------------ 3025 ZONELINE I 112 2-12 20/2 5 6 2625 ZONELINE 1/2 2-12 20/2 I - - ---- ------ -------- --- ------ - ------ ------- -- ! --------------------- I ------------ 1300 WATER HEATER 1/2 2-12 2011 19 20 1380 SITE LIGHTING ___ ______ 1/2 2-14 ---,-- � 15/1 ------------------------- ----- ----------------- ! ---- ------- -- - ----------------- - -- -- - - � -- ----- 1800 RECEPTACLES 1/2 2-12 20/1 17 18 1800 RECEPTACLES 112 2-12. 20/1 ---- ---------------------- ----- -------------- ! -------------------------------- 21 22 � � ----- ------ ---- - � . --------------------------- ----------- I ---------- ! ----- -------------------------- � 7 T ---- ------- ------ --------------- , - ! ------------------------ - ------------ � . - __ ---- - - __ � __ ---- ------------------- ----- -------------- ! ------ � -------------------------- - -- ------------- 1 1920 TOILET LIGHTING 1/2 2-12 20/1 19 20 ____ - -------------------- ---- -------------- -- ! ---- _ ----- ------ - - - ____ - - - - - - ------ ------ -1 8 � . � ----- --------------- - ---- 21 22 __ __ - - - - - - __ I � 2 3 24 ____ - --I ---- I ------ I ---------- - ----- ----------- ------- -- ! ----------- -------------- . ONELINE --- ------- _____ . 2625 ZONELINE 112 2-12 20/2 9 10 2625 L /2 2-12 20/2 T __ ------------ � -------------------- 1 , I I ------ � ------- 1 2� 24 --- __ _____ ____ _ I ------------------------- ----- ----------------- ! ---- ---------------------------- ---- ------- ----- . 21 22 . . ----- - - -! ---- - ----- ----------------- . I . - __ ---- -- - -- - ------ � � I . ------ ------- -- ! ----------- -------------------- ----- --------------------- ----- ____----- _____ _____ __f_______________ - _____ .--- ___:___J .... - . - - __j_'__4 ------ - --------------- � - 11 ------------------------- ----- ----------------- ! ---- ---------------------------- ---- ------------- . I I i . I I 11 12 i I , . ----- -------------------- I '. I I I I . . L . I I I . I I . I 11 1 23 24 . I � I ALL CI;CUIT CONDUCTORS ARE THW COPPER . I I . ----- ------ ------- -- ! ----------- � ------------ - - - ___ _______ __ . 2625 ZONELINE 1/2 2-12 2012 13 14 2625 IONELINE - 112 2012 , 2-12 J___ I I . ALL CIRCUIT CONDUCTORS ARE THW COPPER I � I . � ---- I ----- -------------- ----- I ------ ---------- ---- ------ � --------------------- --- ---- 25 26 ,� -1 ----- - r . a � - i- I � I .. __ . ---- -------- --- ---- - ------ ----- ------- -- ! ----- ------------------------ ---- ------------- - -- � - ---- ------------------- I ----- ------ -------- 7! ---- ---------------- ------------ ---- ------- I I � i . 1. 15 16 , � I I - . I ---- --------------------- ---- ------ ---------- ! -------------------- - ------ - ______ — --- � I . . . I . � . 2625 ZONELINE 1/2 �2-12 2012 17 18 1720 TOILET L16HTIN6 1/2 2-12 20/1 - . ---- � I I . ALL CIRCUIT CONDUCTORS ARE THWCOPPER I . : --------------------- ----------- ------- __! --------------------------------- — -- ------------- I . - I . 19 20 1320 TOILET L16HTINS 1/2 2-12 20/t ---- ----- - ------------ - ----- - ---- ------- � I I . I . � . _� � I ... 1� � I I I I . � . , . I . I - I I . 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I I I I I I I . - I . I I . 1 2011 4 . . . �l I 1, - I 11 I - I I � � � . I . . � ---- --------------------- ----------- ------- -- ! ----- ------- ------------------- ------------ i ------ I I 1. I � I , , I I � . 1� I , , I . :-� I . I I I 1000 RECEPTACLES . 1/2 2-12 20/1 29 30 1600 RECEPTACLES I � 1/2 7-!2 20/1 '," �_ �� I - � . I . I . ----- --------------------- --------- - ------- -- ! ----- ------ ------------------- ----- ------ ------ � I � � . . . . "I I I I I . 1 I �", . - I 1800 ,RECEPTACLES . 112 2-12 2011 31 32 1800 RECEPTACLES 1/2 2-12 20/1 ,k , � I T ,� '. --- I - � r I I - . I I I ----- --------------------- ---- I ------ ------- -- ! __� --- -------------------- - -- - ----- ------ ------ ' . �, � / . ,� I � s I I . I I I I I I I I C.-'�, 1� ,,- :,, � � I I -_� 1 .1800 RECEPTACLES - 1/2 2-12 20/1 33 34 1800 RECEPTACLES 1/2 2-12 20/1 � ,� I - - - . I T; �l - , , , I I . " - � � I - I . 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'"""' - I I I - - I I � I- -s!, , - L .-,r - - . 11 , 11 �l I � I 11 I I t � 11 _._,� - I . ,�t I � �� I � � .. � ll&��lm - - -il, --- " � � I I __ w 14 1 ,:� � I I �l .� I � I I � .. - . . I r i-11 � I W R, - � I -, 7717-irl, 4 m., I I 11 4 ... 1 � �� , MMU 0" "I'll . . 'If - - I - I , q rl i 1� 1� % � . . I � � " _� _�Yl . 1'�p 0 �1'1 I - I I I � I I . e . 1 1 . - . I I I I I - I I . I . I - I Ir � I I I � I I I I I � I _. I I I - � � I I I I I . . � �' -� I �5�_� I I �l I . I I �� . i,. , � _ - - I . � . 33 20 10 ' 32 I 20 18 AT JOINT(S) BETWEEN MODULES; WHERE OCCURS (FIELD INSTALLED). T �17 � � AT 4'-d' 32 SHEAR WALLS ONLY. 27 © COPYRIG 1983,84 r BY CARDINAL IND TRIES INC. 33 N `-v 23 (g i 7O 22 3 AT JOINT(S) BETWEEN MODULES; OCCURS(FIJ. 3 GRADE 4 4 z [WHERE SEE FOUNDATION PLAN FOR J vi 5 FOOTING AND WALL INFORMATION. c vy rJ 2 U 2 t>_ p od I W9 w 3CODED NOTES p m d . BUILDING SECTION ® 1. CONCRETE FOOTING (SEE FOUNDATION PLAN) 16 . 2x3 BLOCKING 30 1x6 WOOD TRIM 2. CONCRETE BLOCK WALL (SEE FbUNDATICN PLAN) 17. 2x6 SUB -FASCIA (SINGLE MODULE) 31. 1x8 WOOD TRIM 3. CONCRETE BLOCK PIER (SEE FC)UNDAT ION PLAC1) 18 3/4" FLOOR DECKING STRIP (APA RATED S'I'URD- I -FLOOR) 32. SIDING SCALE: 3/14 = I-0 4. 4" OR 8" SOLID CAPPED BLOCK INSTALLED WITH 8d NAILS AT 8" O.C. 33. 1/2" DRYWALL ('I^fPF. "X") 5. CRAWL SPACE 19. BATT INSULATION (R19) 34. 5/8" DRYWALL{'` 6. 2x8-JOISTS @ 12" o.c. (50#/SQ. FT. LZ) 20. BATT INSULATION (Rll) 7. (2) 2x8 RIM JOISTS 21. r'? 8. JOIST HANGERS 22. 4" METAL FIRESTOP WITH SILL SEALER i 9. 3/4" FLOOR DECKING (APA RATED STURD-I-FLOOR) 23. 3 MIL VAPOR BARRIER 10. 2x4 STUDS @ 16" O.C.24. - 215-'FIBERGLAS SHINGLES CAI 154 FIBERGLAS SATURTED RErER TO FOUNDATION PLAN FOR 11. 2x6 RAFTERS @ 2.4 O.C. ALL roUHDATION I FOOTING 12. FELT - ANCHORAGE, NOTES, DIMENSIONS, E ANCHOR 25. PEAK VENT (FIELD INSTALLED) —OPTIONAL, SEE LAYOUT r . - SIZES, AND DETAIL REFERENCES. 13. 2x4 TAIL RAFTERS @ 24" O.C. 26. 5" OGEE ALUMINUM GUTTER ._ 14. lx3 PURLIN M 2,7 • 3"x4" ALUMINUM DOWNSPOUT , . I,; MS ED AS FIELD INSTALLED v 15. ROOF SHEATHING (1 / 2 " C.D. PLYWOOD OR 7 / 16 " - 28. SPLASHBLOCK OR DOWNSPOUT BOOT (PER. ARE NOT A FART OF THE CODE) I N D US7R IAL[Z E D U Nf i A U T H ORI ZAT I OPV. WAFERBOARi� 2 9 . PERFORATED AL IJMINUM SOFFIT (F TEL�D INSTALLED) DATE BY REVISIONS PROJECT LOCATION DWN BY OFFICES lWF S Copyright I C _ o . r, INDUSTRIES INCORPORATED DATE SCALE 2/15/85 Y401 011 1984 N o SHEET DESCRIPTION 8400 East"Broad Street SHEET NO ' : > Reynoldsburg. Ohio 43068 Z by CARDINAL INDUSTRIES INC. Phone: :614/863,27pp FLOR) DA z_ ° , 16 BUILDING SECTION Z VERIFY ALLCONDITIONS AND A D AT SITE DESIGN DEPARTMENT u n BUILDING S ECT I 0 N U 1. CONCRETE FOOTLNG (SEE FO(TiDATICN PLA^) 16. 2x2 BLOCKING 30. PERFoRA= ALUMINUM SOFFIT (FIELD INSTALLED) (SINGLE MODULE) 2, CONCRETE B=-r�C WALL (SEE FOUNDATION PLAN) 17. 2x6 SUB -FASCIA 31. lx6 WOOD TRIM = SCC ALE 3/4I� 0 E 3 CONCRETE BLOCK PIER ( SEE FOUNDATION PLAN) " 18. 3/4" FLOOR DECKING STRIP (APA RATED STUR.D- I -FLOOR) 32. lx 8 FIOOD TRIM 4 . " 4w/8SOLID CAPPED BLOCK INSTALLED WI I`H. 8d NAILS AT 8" o.c. 33. SIDING 5. CRAWL SPACE 19. BATT INSULATION (R19) 34. 1/2" WATER REPELLENT GYPSUM SHEETING 6. 2x8 JOISTS @ 12 o.c. (50#/OLL) 20. 35. 1/2" DRYV&JL (TYPE "X") !M 7. (2) 2x8 RIM JOISTS 21. 36. 5 / 8 " DRYWALL 8. JOIST HANGERS 22. 4" METAL FIRESTOP WI`rH SILL SEALER a' 9. 3/4" FLOOR DECKING (APA RATED STURD-I-FLC)OR) 23. 3 MIL VAPOR BARRIER 10: 2x4 STUDS @ 16" o.c. 24. 7-1/2" ROMUOL FIRES`I'OP :' '` I�trctt ALL r 11. 2x6 RAFTERS @ 24" o.c. 25. 215:" FIBERGLAS --SHINGLES ON 15# FIBEkGLAS SUT'iJRATED ,. ANCHO 12. 2x6 JOISTS @ 24" o.c. FELT SIZES 13. HURRICANE ANCHOR 26. PEAK VENT! (FIELD INSTALLED) - OPTIONAL , SEE LAYOUTTTEMS J'? 14. 2x4 TAIL RAFTERS @ 24" o.c. 27. 5" OGEE ALUMINUM GUTTER ARE f 15. ROOF SHEATHING (1/2" C.D. PLYWOOD OR W/ 7/16" 28. 3" x 4" ALUMINUM DOWNSPOUT ; ' � � -tin �' � INDUS WAFERBOARD 29. SPLASHBLOCK OR DOWNSPOUT BOOT (PER CODE) - 3*1 f r AS " FIE15 INSTALLED "ART OF THE ED UNIT AUTHORIZATION. DATE BY REVISIONS PROJECT LOCATION DWN BY OFFICES •� CARDINAL IwF S3 INDUSTRIES INCORPORATED © DATE SCALE Copyright 2 / 15/85 3/4t'= Ii_0u ) 984 . SHEET DESCRIPTION 8400 East Broad Street SHEET NO Reynoldsburg, Ohio 43068 FLO R (®IQ by CARDINAL INDUSTRIES INC ., Phone: 614/863-2700 BUILDING SECTION IIX'S3 VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE DESIGN DEPARTMENT .. _ ... ,.�u ._ ..,_ . .. __ . ___ _ _ . , _ 3, �. . ,_ j { ,. t , 4 F. C -5 my a (g) COPYRIGHT 1983,84 CARDINAL INDUSTRIES INC. 9 m Rl e 2Y L` i MASONRY � I I I SECTION„ B SECTION 3/4 LE O" C SECTION SCALE D SECTION SCALE 3/4 = I -0 SCALE 3/4"= I'- 0" 0 CODED NOTES 7 KDETAIL SCALE 11/2" = I - O" FRONT OR 25 REAR WALL + SIDEWALL + 26 UuL I AIL SCALE 1 1/2"= I'-0" 13 12 2 DETAIL SCALE I V2 "=1 -O' 3'- 0' FIELD INS)I 5/8, OD FILLER (SUPPDRT FOR CEIL'G TAIL IST) AT 6'- 0" OPENING ONLY. ®DETAIL SCALE 1 1/2"= I'-0 , REFER TO FOUNDATION PLAN FOR ALL FOUNDATION a FOOTING ANCHORAGE NOTES, DIMENSIONS, SIZES, AND DETAIL REf ERENCES [DDETAIL., 41. CONCRETE FOOTING (SEE FOUNDATION PLAN) 13. 2x6 JOISTS@ 24" o.c. 29. 3 MIL VAPOR BARRIER ITEMS NOTED AS "FIELD INSTALLED2. CONCRETE BLOCK WATT, (SEE FOUNDATION PLAN) 14. HURRICANE ANCHOR 30=36 ARE NOT A PART OF THE INDUS- 3. CONCRETE BLOCK PIER (SEE FOUNDATION PLAN) -15. 2x4 TAIL RAFTERS @ 24" o.c. 31. STEP FLASHING SCALE 112"= I TRIALIZED UNIT AUTHORIZATION. 4. 4" w/8" SOLID .CAPPED BLOCK 16. lx3 PURLIN 32. 2154 FIBERGLAS SIRGLES ON le FIBENGLAS 5. CRAWL SPACE 17. ROOF SHEATIiING (1/ 2 " C.D. PLY"ACOD j j� 7 / 16 " SATURATED FELT PDETAIL 6. 2x8 JOISTS @ 12"o.c. (50#/0 LL) WAFERBOARD 33. PERFORATED ALUMINUM SOFF'IT (FIEL.D LNSTALL.ED) SCALE 1 I/2" = I'-0 7. (2) 2x8 RIM JOISTS 18. 2x2 BLOCKING 34. lx6 WJOD TRIM 8. JOIST HANGERS 19. 2x6 SUB -FASCIA 35. lx8 WOOD TPJ24 9. 3/4" FLOOR DECKING (APA RATED S`I'URD--I-FLOOR) 20. 1/2" C.D. PLYIVMD OR 7/16" WAFERBOARD 36. SIDING , - 10. 2x4 STUDS @ 16" o.c. STRIP INSTALLED WITH 8d NAILS @ 8" o.c. 37. MASONRY FACING i 11. 2x3 STUDS @ 16" o.c. 21. 1/2" WOOD BLOCKING 38. METAL WALL TIES (32" o.c. HORIZONTALLY r' 12. 2x6 RAFTERS @ 24" o.c. 22. 8d NAILS @ 8" O.C. AND 16" o.c. VERTICALLY) r 2 3 . 16d NAILS @ 16" o.c.. 3 9 . 1 / 2 " WATER REPELLENT GYPSUM SHEATHING �{ 24. BA`IT INSULATIC7FJ (R19) 40. 1/2" DRYWALL (TYPE "X") y 25. BA`I`I' INSULATION (Rll) 41. 5/8" DRYWALL t 26. BNIT INSULATION (Rll; EFFECTIVE R--8.77 @ 2-1/2"t) 27. - . 28. 4" METAL FIRESTOP WITH SILL SEALER , s. . DATE BY REVISIONS - PROJECT LOCATION -..DWN BY . t _ OFFICES ._ %►, SDATE. wF SCALE © Copyright INDUSTRIES INCORPORATED o ` - 2/15/85 SHOWN 1984 8400 East road Street ' o SHEET DESCRIPTION SHEET NO Reynoldsbt,,rg. Ohio 43068 F+ by CARDINAL INDUSTRIES INC: Phone 614/863-2700 ��I �� Z OFFICE SECTIONS ESIUN r EPAR TMENT .. Y D - VERIFY Amr LL EIMENSIONS AND CONDITIONS AT SITE 0 THROUGH END WALL. IDDETAIL (SECTION THRU CLEAR OPENING BEYOND SHEAR WALL) 12 13 #2 S.P.F. (TYP.)--- #2 D.F LARCH (TYP)�- SHIM AS REQUIRED Xf ►ll. _� F3 1�2 2/� Ii �t 7 r 12 �-�SHIM AS REQUIRED 8 l DETAI I (PLAN OF COLUMN SURROUND /I FIRESTOPPING (FIELD INSTALLED) -I.2" CONTINUOUS PLYWOOD SPACER D ETA I L (PLAN OF JAMB AT SHEAR WALL) FOR INFORMATION ON FASTENERS, SEE DETAIL 4/D5. I FIRESTOPPING (FIELD INSTALLED) 4\ 2 2�� 4� jj ,,, f 4 --TRIM SHIMS RE)IJIREJ D DETAIL (PLAN OF MODULE JOINT V, 11/2"=1'-0 WALL -EXCEPT SHEAR WALL) i DDETA,,l L (SECTION THRU SHEAR WALL) I I/2"=I'-0 DETAI L (PLAN OF COLUMN SURROUND 1 V2"= 1'--0" AT INTERSECTION OF 4 MODULES) CODED NOTES: I. 1/2" C.D. PLYWOOD OR 7/16" WAFERBOARD. 2. 1/2�' C.D. PLYWOOD OR 7/16" WAFERBOARD STRIP INSTALLED W/ 7d NAILS AT 8"O.C. 3. 1/2" WATER REPELLENT GYPSUM SHEATHING. 4. 1/2" TYPE 'Y' DRYWALL. 5. 5/8" DRYWALL. 6. R-II FIBERGLAS BATT INSULATION (EFFECTIVE 11 R" VALUE .WHEN COMPRESSED TO 2 1/2"= R=8.77). 7. R-19 FIBERGLAS BATT INSULATION, 8. 3 MIL VAPOR BARRIER. SHIM AS REQUIRED ID DETAI L (PLAN OF COLUMN SURROUND AT INTERSECTION OF 4 MODULES) — TRIM A I SHIM AS REQUIRED DDETAI L (PLAN OF SINGLE DEPTH '" COLUMN SURROUND) 3/4'' N s I�D ETA I L (SECTION OF CONDITION AT II/2 1'-0" RIDGE, BACK-TO-BACK UNITS -ONE CATHEDRAL AND ONE FLAT CEILING) - - - 2 x 3 TOP PLATE (2)- 2xI2 BEAMS (4)- 16d NAILS IN EACH 2xI2 BEAM I �--2 x3 STUD (STANDARD) 2-2x3 JACK STUDS 16 d NAILS a0 16"O-c. IDD ETA.1 L (SECTION THRU WALL W/ 11/2 I o' LENGTH GREATER THAN 6L O� FOR WALL LENGTH CONDITION LESS THAN 6I-011 SEE SHEAR /61 61 5 9 T 5 ciox 1 2x3's FIdLD INSTALLED TO RECEIVE SIMULATE I BEAM(FIELD INSTALLE ) I II DD ETA I L (SECTION OF CONDITION AT 11/2"_,-o RIDGE, TRANSITION AND COMMONS UNITS) o. -jr_. II F [D'Ei ETA I L (SECTION THRU RIDGE SHOWING VENT AND CEILING CONDITION) SECTION (SECTION THRU MODULE 1/4"-1'-o" W/ SIDE WALL ELEVATION) OCCURS IN WALLS 8� OR GREATER OCCURS SHORTER rH.4 'LL S 8 0 D DETAI L(SECTION THRU RIDGE SHOWING VENT AND CEILING CONDITION) WALL DETAILS 33 AND 4\.) DI DI CODED NOTES I. 1/2' C.D. PLYWOOD OR 7/16" WAFERBOARD. 11. 2x2 BLOCKING SPACED AT 16"O.C. 2. 1/2"•C.D. PLYWOOD OR 7/16" WAF�ERBOARD STRIP 12. HARDWARE CLOTH (8x8). INSTALLED W/ 8d NAILS AT 8 O.C. 13. DRIP EDGE. - 3. I/2" WATER REPELLANT GYPSUM SHEATHING. 14. CONTINUOUS RIDGE VENT(FIELD INSTALLED). —OPTIONAL 4. 1/2" TYPE' 'Y' DRYWALL. 15. 2 x 6 RAF-FERS AT 24" 0. C. ✓ f 5. 5/8" DRYWALL. 16. ~ 215 # FIBERGLAS SHINGLES ON 15 # FIBERGLAS 6. R -II FIBERGLAS BATT INSULATION (EFFECTIVE SATURATED FELT-f ��R" VALUE WHEN COMPRESSED TO 21/2"= R=8.77). 17. I/2" AC PLYWOOD LINER. 7. R-19 FIBERGLAS BATT INSULATION. 18. Ix2 FILLER (CONTINUOUS). 8. 3 MIL VAPOR BARRIER. I.9. 2x6;W00D CURB. 9. Ix3 TRLM(FIELD INSTALLED). 9n- ltr FXTFRICYR MFTAI FI ASHING- RD ETA I L (SECTION THRU SKYLIGHT NT.y SHOWING CURB AND EXTERIOR FLASHING) 7 6 13 � 6�17Z � 1 r 4 .. 6 • 15 C (10� _FLOOR FRAMING PLAN NOT TO SCALE = L At t, SEE DETAILS VD5 AND 2/D5. ZONE WINDLOAD FIIGH HALF OF BOX LOW HALF OF BOX 3 100MPH # W�TURS S.P.F. 41:2 y�TUDS S,P. E PLYWOOD i/2 PLYWOOD` 2 IIOMPH #1 §.TUDS S.P.F• # 2 STUDS SPF, 1'/2 PLYWOOD I/2 PLYWOOD I 120MPH #1,SDS S.PF #I~2 TUDS S.PF, 3/4' PLYWOOD Id PLYWOOD FIG. No. i 6 25,",��' -' �? `13"�2� I ( 12'HIOH HALF 12� LOW 14 HALF WALL ' 8( PARTITION FRAMING PLAN 81 SECTION FIG. No. 2 NOT TO SCALE [SEE rll I�r�ALI(si Iry F�;-TENE►�,� WALL B PARTITION FRAMING GENERAL NOTE DETAILS I/D`.i 2/D5 AND 3/D5. PLYWOOD A'I .11LADF:4 UI'I:';tNGS - (FRONT WALL.) - 8d T-NAILS (.113"DIA.xI-I/"1") 0 2"O.C. ALONG VERTICAL EDGES AND H"O. C . ALONG HOk I ZtjNTAI. EDGES AND AFC-01 FLOOR FRAMING CODED NOTES WALL & PARTITION FRAMING CODED APPROVE:I1 ADHESIVE. 1. I8 GAUGE HURRtICAtIE ANCHOR W/6-T-NAILS (.113"DLA, x1-1/2") TYP1CAL EVERY CORNER OF MODULE. 2. FLOOR JOIST (2x8 140. 2 S.Y.Y. TYPICAL) 3. 18 GAUGE GALVANIZED STEEL. JOI S'I HANGER W/6-T-NAILS (.113" DIA.xl-1/2") INTO RIM .JOIST AND 2-T-NAILS INTO FLOOR JOIST. TYPICAL ALL INTERIOR FLOOR JOISTS SEE GENERAL NOTE #4 BELOW. 4. 4-16d GUN NAILS (.131"DIA.x3-1/4"). TYPICAL_ ALI. INTERI- OR FLOOR JOISTS. 5. 16d GUI': NAILS (.131"DIA.x3-1/4") H"O.C. STAG(;E:RED. RIM JOIST UNDER FRONT A.1ID REAR WALLS - (3) 010 GAUGE GUN NAILS @ 16'O.C. 6. RIM JOIST (2-2x8'b-NO. 2 DOUGIAS FIR - LARCH (SIJRFACF:D GREEN) 7. 4-16d GUr( NAILS (.131"DIA.x3-1/4") INTO EACH 2x8 OF RIM JOIST. 1. 8. TIE DOWN PLATE '10 DECK - (6) 16d S1NKE.RS FLOOR FRAMING GENERAL NOTE PLYWOOD SUB -FLOOR TO FLOOR-.JOIsr AND FLOOR RIM JOIST - 8d GUN NAIL (.113"DIA.x2-1/2"). 12"O.C. EDGES AND INTERMEDIATE MEMBERS ACID AFG-01 APPROVED CON- STRUCTION ADHESIVE. SEE GEN. NOTE #3 BELOW. ALT.-7/1611 x 2-1/4"x)5 GAUGE STAPLES @ 6"O.C. @ EDGES AND INTERMEDIATE MEMBERS. GENERAL NOTES 1. WHEN LARGE SPLITS (MORE THAN 4" LONG AND/OR 1/16" SEPARATION) OCCUR AT ENDS OF MEMBERS, All 18 GAUGE 2-1/4"x4-1/2" FRAMING ANNCHOR SHALL BE INSTALLED TO INSURE A SOUND JOINT. THIS USUALLY WILL REQUIRE 2 - 6d NAILS IN EACH FLANGE. 2. 2x3's SHALL RE PREDRILLED WITH 3/16" BIT. 3. CLUE BEAD TO BE 1/4" TO 3/8" DIAMETER. (30 MIN. OPEN TIME). 4. WHEN SIMPSON STRONG -TIE JOIST HANGER (LUP28) 1S USED, 4 PRONGS MAY BE PUNCHED INTO JOIST IN LIEU OF THE TWO T-NAILS (.113" DIA. x 1-1/2"), SIX T-NAILS INTO RIM JOIST STILL REQUIRED. 5. GRADE AND SPECIES GIVEN ARE MINIMUM REQUIRED. BETTER GRADES - AND/OR SPECIES MAY BE USED DEFENDING ON AVAILABILITY AND AS DETERMINED BY "DESIGN VALUES FOR WOOD CONSTRUCTION", A SUPPLEMENT TO THE 1982 EDITION OF THE "NATIONAL. DESIGN SPECIFICATION" PUBLISHED BY 1-11L "NATIONAL FOREST PRODUCTS ASSOCIATION". 6. FOR FURTHER DETAILS ON REQUIRED GRADE AND SPECIES, SEE SHEETS DI AND D2. 7. FOR FURTHER DETAILS ON FASTENERS, SEE SHEET D5. NOTES 1. CONSTRUCTION ADHESIVE BETWEEN TOP (BO'1"FOM) III-ATI: AND STUD, THESE POINTS ONLY (NUT AT-Nit.Riop STUDS). 1. 2xYwi, (BOTTOM) PLATE (NO. 2 S.P.F.) 3. FRONT WALL -GLUE TO S I DEWALL .4. 40d COMMON NAIL -EVERY S"1'l1D AT CEILING RIM JUIS'r. SEE GENERAL NOTE #2 AT BOTTOM LEFT. S. 2-40d CUELMON NAILS A-1 STUDS LOCAL ED BELOW ATI-IC sTOkAGE (SEE NOTE 02) 6. 40d COWION NAILS A] 16 "O . C . SEE GEN. NOTE 4I:2@q BTM. LEFT. 7. RAF"IE:R H. Roof- RIM JOIST 9. CEILING JOIST 10. CEILING RIFT JO1S'1' It. 3/4" DECKING 12. FLOOR JOIST 13. 2-16d GUN NAILS (.131"DIA.0-1/4") FROM TOP (BO'FTOM) PLATE INTO EACH STUD 14. FLOOR kIM .lOtS"f 15. 1/2" FILIAR 1O R(K)F 5111•A-111I1`16-1/2" C.D. PLYWrk)D OR -1/16" WAFI.RIOARD 17, ItOOF SHLATI111k; FLAN(;1% TO 'FOP PLATF-1-1/2")(1/2'x16 GAIN;E' STAPLES Al 12"O.C. 1H. CON:TWICT1ON ADIIF:IIVF BE:1'WF_LN TOP PLATL AND ROOF SHEAT II I N(; F1AN(.F.. 19. HARDBOARD SIDING-T-NAIL (.099"DLA.x2"): FRONT WALI. 4"O.C. AT EDGES AND H"O.C. AT INFE:RMI:DIATE MI:MEfERS, AIA. 01I11•:R WALLS 8"O.C. AT EDGES AND 12"O.C. ATINTERMEDIATE MEMBERS 20. 1/2" GYPSUM SHEA1HING-I-I/2"xl"x16 GAUGE STAPLES AT 4"O.C. USE 'TWO ROWS OF STAPLES AT 4"O.C. WIII:RE GYPSUM OVERLAPS DECK. 21. 1/2" TYPE 'X' FIRE RATED GYPSUM DRYWALL., GLUED Atli) NAILED (.099"D1A.x1-3/8" RING SHANK) AT H"O.C. EDGES, 16"O.C. INTERMEDIATE. NOTE: WIIEr.E INTERIOR PARTITIONS (NUN -LOAD BEARING) OCCUR, NO GLUE: IS USED (OPTION-1-1/4" GYPSUM BOARD SCREW, TYPE: W) 22. 16d GUN NAIL (.131"DIA.x3-1/4") AT lb"O.C. BF.TVILEN STUDS 23. CONST'RIICTION ADHESIVE BETWEEN 1101"FOM PLATE AND DLCK 24. 2x3 STUD (NO. 2 S.P.F.) AT 16" O.C. 25; EXTERIOR (EXPOSED) SIDEWALLS OF UNITS W/CATHEDRAL CEILINGS ARE DESIGNED TO RESIST WINDLOADS AS FOLLOWS: CLUE AND NAIL SHEATHING TO 2x3 STUDS AT 1611O.C. AS SCHEDULED IN FIGURE 111; MODULES MAY BE OFFSET SUCH THAT HALF OF THE MODULE IS EXPOSED TO WIND. (SEE FIGURE d2.) FIGURE #1 SHOWS DIFFERENT METHODS OF CONSTRUCTION RELATIVE TO WIND EXPOSURE. SPLICES IN PLYWOOD SHALL BE BLOCKED. PLYWOOD SHALL BE GLUED AND NAILED (1-1/2"xl/2"x16 GAUGE STAPLES AT 4"O.C. AT EDGES AND 8"O.C. AT INTERMEDIATE MEMBERS) TO 2x3 STUDS WHEN USED IN PLACE OF 1/2" EXTERIOR GYPSUM SHEATHING. 26. 5/8" GYPSUM DRYWALL NOTE: WHERE 2x12 LINTEL OCCURS, SUPPORTING COLUMNS WILL BE (2)2x6s(71=2 D.F LARCH),(2)2x4s (#2• S.Y.P.-KD), OR (3) 2 x3' s W 2 S.P.F.). DATE I SY REVISIONS I�� i III i 'Jill I I �. 112" I I12" 12 1 1 12,1 2> If' I I I i I I I (10 �9 j - --�-� - r-I - i I i CEILING FRAMING PLAN NOT TO SCALE INFORMATION ON FASTENERS, F.�Ofi EE DETAILS I/D5 2/D5 AND 3/D5. CEILING FRAMING CODED NOTES 1. 2-16d GUN NAILS (.131"DIA.x3-1/4") CEILING 'FAIL JOIST TO ROOF TAIL JOIST (NUT SHOWN HERE) 2. 2-16d GUN NAILS (.131"DIA.x3-1/4") 3. 2-16d GUN NAILS (.131"DIA.x3-1/4"). "IUL .NAILED INTO FRONT WAI G, 4. SEE PARTIAL ATTIC PLAN FOR ADDITIONAL CEILING JOIST(S) UNDER ATTIC STORAGE AREAS. (2x6'e NO. 2 S.P.F. EXCEPT AS NOTED ON THE STUDIO UNIT PARTIAL ATTIC PLAN S. i)OUBLE CE11 ING JOIST (2-2x6't,, NO. 2 S.Y.F.) 6. CEILING JOIST (2x6't;, NO. 2 S.P.F.) 7. 4-16d GI1N_NAILS (1131" DIA.x3-1/411) H. CEILING HIM JOI`;T (2x(j, NO. 2 DOUGIAS FIR -LARCH, SURFACED GPFFN) . 9. CEILING TAIL. .IOISI (2x4 STUD GRADE, S.P.F.) 10. FRONT WAIL CEILING FRAMING GENERAL NOTES GYI'SU1, DRYWALL ON CEIIANG -- RING SHANK DRYWALL NAILS (.099 DIA.x]-3/8") AT 7"O.C., AND CONSTRUCTION ADHESIVE. (OPTION- 1-1/4" GYPSUM BOARD SCREW, 'TYPE W012"O:C.). ON CA] HEI)RAI. CE I I.I NGS NO ADHESIVE IS US['[) AND A VAPOR BARRIER IS PIA(I 1)BEI'WEE•:N DRYWALL. AND JOISTS. © Copyright 198 by CARDINAL INDUSTRIES INC. VFAf IFY AI_I.. DIMEra ;IC)rr<_; ANt-1CC)Nt:)I I IONS AT 51 1 E PROJECT LOCATION OFFICES rr ROOF FRAMING PLAN NOT TO SCALE f FUR INFURNIAHON ON FASTENER , SEE DETAILS I/D5, 2/D5 AND 3/D5. ROOF FRAMING CODED NOTES sY 1. RUUF RAE-FER (2x6'b, NO. 2, 2. 1-18 GAUGE HURRICANE ANCHOR W/6-T-iAILS�(.!'l3'c1-1/2") 3. DOUBLE: RAFTER (2-2x6'6, No. 2 S.P.F.) 4. 3-16d GUN NAILS (.131"DIA.x3-1/4") S. 2-lbd GUN NAr1.S (.131"DIA.x3-1/411) 6. R06F _TAIL RAFTER TO TOP PLATE OF FRONT WALL - (5-TOTAL FRONT WALL.) 18 GAUGE HURRICANE AtICHOR W/(3) 16d GUN NAILS (.131"DIA.x3-1/4") INTO TOP PLATE AND (4) T-NAILS (.113" DIA. x 11/2") INTO TAIL RAFTER. 7. SUB FASCIA BOARD (2x6, NO. 2 S.P.F.). 8. ROOF TAIL RAFTER (2x4, 42 SYP - KD ) 9. ROOF RIM JOIST (2x6, NO. 2 DOUGLAS FIR -LARCH, SURFACED GREEN). 10. 4-16d GUN NAILS (.131"DIA.x3-1/411) 11. FRONT "ALL 12. 2x4 (*2 SYP - KD) -- RESTS ATOP BACK WALL 13. 2-16d GUN NAILS (.131"DLA.x 3-1/4") ROOF FRAMING GENERAL NOTES 1/2" C.U. 1'LYI400D OR 7/16" WAEERBOARD SHEATHING SHALL BE GLUED (AFG Ol APPROVED .CONSTRUCTION ADHESIVE WITH MINIMUM 1/4" DIA. BEAD), AND NAILED (I-1/2"xl/2"xl6 GAUGE; STAPLES AT 4"O.C. AT EDGES AND 8"O.C. AT INTER- MIDIATE MEMBERS. CONSTRUCTION ADHESIVE SHALL BE SOLVENT BASED WHEN USED W/WAFERBOARD, ASPHALT SHINGLES TO ROOF SHEATHING: 4-1" WIDE CROWN x 1" LONG lb GAUGE GALVANIZED STAPLES PER 12"x36" SHINGLE. STAPLES SHALL. BE INSTALLED PARALLEL TO THE LENGTH OF THE SHINGLES AND JUST BELOW THE SEAL DOWN .STRIP (5/8" ABuVE CIITOU"T IN SHINGLES) THIS ROOF FRAHIN(; PLAN DOLS NOT APPLY TO UNITS W/ CAI fit :DkAI. CEILINGS. MAJOR DIFFERENCES ARE 2x6 RAFTERS Must- BE #1 S.P.F. INSTEAD OF 02 S.Y.F., VAPOR BARRIER IS APPLIED: LIFTING STRAP DETAIL IS DIFFERENT: AND 1x3 FURRING STRIPS ARE APPLIED: SEE APP1 ICABI F. Sit()[' DRAWINGS FOR DETAILS. LIFTING SIRAf`S-1" WIDE NYLON L(X)I' RATED 2500#. LOAD LO(:ATF'D 5'-1-7/8" FkOM THE OU-ISIDE OF THE 2x4 RAFTER ON BACK END OF R(k)F AND 8" FROM MIDDLE OF DOUBLE RAFTER 1N FRONT OF ROOF. 1/2"xb" PLYWOOD REINF0kCEM1'_1IT STRAPS-V-'O LOCATED BESIDE EACH 1.I 1-71 rNG STRAP, EACH END OF PLYWOOD STRAP IS FASI'ENED W/Ar LEAST (14) 2"xl/2"xl5 GAUGE STAPLES. SHEE-1 DESCRIP r10t) -- SPECIFICATIONS L FASTENING SCHEDULE CARDINAL INDUSTRIES Ind OA HAT C f'DU E 8•)GQ'Ee51 bwad Steel Reyriolc%It.Iag, Onto 43068 F'tYone 614'E163-2I00 (�)LSit�rt [�EP:�ft i htE=r1 t DwN HY BSK D3 DATE SCALE 2/15/851 NONE SHEET NO FLO'R I nA D �D I I U �,..1/ ;•I f� - L cj F_1 A. t L �S Cl. i�� e_ ACC FI I� S�5YIG5Lj� i`Zk v l' r Z rJ \� r ► 4 .. , E " A1 I r! •J u {- ' Oft, � � - ' POST/ BEAM /CATH EDRAL TIE APPLICATION N.TS. - WHEN WALL OCCURS IN WIDTH GREATER THAN HE SHEAR WALL SHOWN, THE STUDS IN THE WALL ILL BE END NAILED AS SPECIFIED IN NOTE NO, 13 ,(WALL AND. PARTITION NOTESVSHEET D3. THE TOP PLATE WILL RE SECURED TO THE READ, AS NOTED IN NOTE NO. 22/SHEET D3. I YzI /-L'x I �, GAVE F_- �Jt-A ►��-� -� \'j S (7� �� I I _ I' I l .. LD) I I v� CL DI i \� \•1P.L_l_ i STA p _ c S k Zc)u Q O r— I P Ly V.1 o D QV' vl n4 STANDARD PLYWOOD SHEAR ►,I c ~r I �ti _ ► Co a.l „ `ram l-LN-, 5-r M ED C_, A S T " Z_ x) �V _ 3� , -- u it If N d �.� % �.f I , . ,,•- _ �1 :(, �� , l i r'r `/ t^J p." i �, - �T '2 ai'�-. t� i� l � � 1 i I J 10 - (LTE- 1 POST NTS' TRAP TIE/APPLICATION sAw cvr s►LL fL A7Ek 5) DE Wig L t_ is N41LEU If] PLAT—E `BALL APPLICATIOR! POST/BEAIVI/DECK TIE APPLI CATIO14 ,1w N T S N.T S. , DATE BY REVISIONS y N 1984 ; 7 "� - <<_ �,�� .t, •asp �.�s.�;.,� �i.:..,_•• � r^- .' � a t�,� `.. •= r--� .�.._ a .I...L CJIINS1Pa.� ANU CrJ�IUi"1 IJi�IS AT SITE � it F � r" �' DES PROJECT OFFICES SHEET D E I-IUN FA )'TEN I NG D ETAI L`a TO pP Ili � JST R .7 DY/N BY Al J - NA , L INCORPORATED DATE __. SCALE N .T S. 8400 East Broad Street SHEET t'd 0 Raynoldsburg, Ohio 43068 { Phorie 814/863- 2700 4 FLO R I DA I , DESIGN DAY'\ri.'S1 r � `� 41 I 4.