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HomeMy WebLinkAbout3701 Sanford Ave 22231 Plans Addition Cardinal Industries• ID I INDUSTRIES INCORPORATED MIS OFFICE ADDITION, FLORIDA --� MIS OFFICE ADDITION, FLORIDA 04-NOV-87 03:30 PM SHEE T # Ti TLE COVER SHEET 1 �y AO -I NOTES v AO-2 ABBREVIATIONS AND SYMBOLS AO-3 SCHEDULES AI -I BUILDING PLAN AI-2 CONFIGURATION AND ELECTRICAL PLAN A2-1 FOUNDATION PLAN A2-10 WIND ZONES AND FOUNDATION DETAILS A2-12 FOUNDATION ANCHOR DETAILS t, A3-1 ELEVATIONS A4-1 MODULE PLAN (038) OFFICE UNIT A4-5 MODULE PLAN (062) OFFICE UNIT A4-10 MODULE PLAN (068) OFFICE UNIT A6-2 BUILDING SECTION A6-3 BUILDING SECTION A6-5 WALL SECTION +�, f A7-1 DETAILS A7-2 DETAILS J w G'ARDINAL It,1D�lSTvIE.S� I>`.1G. w o' w (� �6, -- -[• ry I"- CARDINAL INDUSTRIES INCORPORATED <i 1U �, 370! 5..SA�1�lF'O AVE C� 9 G: 0 U O 9L ( / 2040 SOU f H HAMIL f ON ROAD 3 10 1 S . SANF ORD AVENUE O ID�t }' N \COLUMBUS , 01-II0 43232 SANFORD , FLORIDA 32771 2 �1•FblzDI FL va l� U� M �� t PHONE: 6 1 4/86 I -32 I 1 PHONE: 305/32 1 -0220 U " v (D u>I 333 S, HAMMONDS FERRY ROAD 8400 E. BROAD STREET REYNOLDSBURG, OH[0 43068 GLEN BURNIE, MARY(-AND 2 106 1 I 46 , 0 c 0 �' 2 o o`3 F a PHONE : 6 14/863-270o PHONE: 30I /`/60-7600 it 'Q I r p S N I S Vr.J F-i D L V D 'L i `�, • s? i� L, N Yt u a a �p ° S�( I S Vol !"_ Q �;''•: ti� • Q. t (�1. V w o - 4601 WELCOME ALL ROAD c'cC La ul� w COLLEGE PARK, GEOFlGIA 3034�J S, 6 i� 8 1 ;. a, oc (I tt U w v a i ,u 691 ^• �r O u' a > ��C. °^^ PHONE : 404/ J68-8 102 �• ` . i ui v ` i% 4~ 1 1 — 1 0 - — ci i p f- i t N17� Y�.LY2 Ja F v UOQ iv,Z'YZ 9Q19 ��IJJO �WVtlJ �`_—f—=- + o�'v� ti [f TE INC. aoo�� ,�i,��l s (0 © COPYRIGHT BY CAF?DINAL INDU al uu , Y �? ` � �— + a- u O u- l'J ..a � INITIAL DISTRIBUTION DATE: qo �! uE-�Q4 CURRENT DISTRIBUTION DATE 1 o �a ��J � � ENGINEER'S SEAL ARCHITECT'S SEAL- SE-( NUME3EF�. IJ , 00,0001 .06 `p l 6 Ln man- :) c 134 °" I,IJM�b i0�) n I O p 1 1 1 ONO , I r20v�� �p Ap�%� o0s, �� SANFORD FIRE DEPARTMENT / 1303 FRENCH AVENUE SANF D, FL IDA 32771 SITE LOCATION MAP a im J General notes - Offices, Florida A. GENERAL NOTES 1. The construction as defined herein (Premanufactured Unit approval drawings) or in.the Site Architectural documents is designed and shall be constructed:to comply with the applicable provisions of the 1985 SBCCI STANDARD BUILDING CCOE with 1986 revisions and the NFPA LIFE SAFETY CODE, 19811f 2. Dimensions govern on all drawings. Do not scale. Dimensions are to faces of finish materials unless rioted otherwise. 3. All subcontractors shall refer to their individual contracts and engineering drawings for additional information. 4. All items noted "Field Installed", "Field Connected", or abbreviated "F.I." are not a part of the Industrialized Unit Authorization. 5. All work noted "Field Installed", "Field Connected", or abbreviated "F.I.'' shall be performed by the appropriate Subcontractor as specified in their contracts. B. PLUIBING NOTES 1. The plumbing systems as defined herein or in the Site Specific documents are designed to comply with the applicable provisions of the STANDARD PLUMBING OCDE. 2. All piping penetrations through masonry walls shall be sleeved with approved piping material that is two pipe -sizes larger than the diameter of the penetrating pipe. 3. All piping penetrations through fire -rated assemblies and masonry wall sleeved openings shall be packed tight with non-corrbustible material. 4. All building drains and water supply lines shall be in Plumbing Contract. The Plumbing Subcontractor shall refer to Engineering Utility Drawings for all underground line sizes arid locations and meter locations. 5. Location of storm and/or building drain exits from the building and flow directions may vary. 6. All steel piping supports and their fasteners installed in the crawl space shall be galvanized or finished with corrosion resistant paint. 7. Water heater terrperature & pressure relief valves shall be piped with Type 'L' copper tubing to locations as required by the authority having jurisdiction. 8. Water heaters shall have a safety drip pan 2 1/2" deep x 25" diameter with a side outl9t connected to a 1" drain terminating within 6" to 24 above grade. 9. Piping material may be the following or an equal material that meets the approved standards of the local authority having jurisdiction and approved by Cardinal Industries, Inc. a. Seamless copper water tube ASTM B75, B88. Type "K" - for underground service and general plumbing installations. Type "L" - general plumbing installations. Type "M" - general plLirbirig installations. b. Chlorinated poly (vinyl chloride) (CPVC) plastic hot -and -cold water distribution system ASTM D2646. c. Polybutylene (PB) plastic hot -and -cold water distribution ASTM D3309. C. MEC>-IAfJLCAL NOTES 1. The Mechanical Systems as defined herein or in the 5iite Specific documents are designed to comply with the applicable provisions of the STANDARD MECHANICAL CODE. 2. All exhaust fans shall be ducted through the roof to the exterior. 1-lat louvers shall be field installed. 3. Ridge vents shall be installed within two weeks after setting modules. ELECTRICAL NOTES 1. The electrical system as defined herein or in the Site Specific documents -is designed to comply with the applicable provisions of the National Electric Code, 1984. 2. A"11 electric power supply shall be as specified in the Electrical Contract. 3. All electrical fasteners installed in the crawl space shall be•galvanized or coated with corrosion - resistant paint. 4. Connection to.and installation of meter bases shall be by the Electrical Subcontractor in the field. 6. Circuits from other modules shall be connected by the Electrical Subcontractor in the field. 6. All site lighting shall be controlled by photo -cell circuits (see engineering site plan for locations and electrical calculations for service). There shall be 3' clearance in front of the electric mounted on the building exterior. 7. See configuration plan(s) for specific switching, HVAC and lighting layout. 8. All exterior lighting on photo -cell circuit. FOUNDATION NOTES 1. All cast -in -place concrete and concrete, brick and stone masonry -in these documents is field installed and not a part of the Industrialized Unit Authorization, 2. The size of the pier footings -is based on indicated soil bearing capacities (see details elsewhere in the documents.) 3. The size of perimeter footings is based on 3000 PSF soil bearing capacity. 4. The SOILS ENGINEER shall be responsible for assuring the adequacy of subsurface bearing conditions,'as designed. 5. The STRUCTURAL ENGINEER 'is responsible for the module and foundation designs only and not for subsurface bearing conditions. 6. The Foundation Subcontractor shall supply and install all footings, foundation walls, piers and crawl space related materials. All crawl space access doors/ vents, area wells, area well gratings, and anchor straps shall be supplied by Cardinal Industries, Inc. and installed by the Foundation Subcontractor - as herein shown. 7. The depth below grade of the bottan of all perimeter footings shall be not less than 24" below adjacent ! grade or as required by the governing building code as administered by the authority having jurisdiction, whichever is greater. 8. All footings shall be on undisturbed earth. Areas which are over -excavated or which require fill shall be brought up to proper elevations using self -compacting granular fill or through controlled fill in layers not to exceed 8" of loose depth and carpacted to a modified proctor density of 95% or per direction of the Soils Engineer. 9. Concrete for footings shall have a minimum 28 day compressive strength of 3000 PSI. 10. All metal fasteners installed in the crawl space shall be, galvanized or coated with corrosion - resistant paint. 11. Continuous 2 layers of 15# felt sill sealer shall be placed atop entire pbrirneter foundation wall. 12. If standard termite blocks are' not available, 4" solid block or properly grouted hollow core block shall be used. Lintel or bond beam block shall not be used in lieu of termite block. 13. Concrete masonry units shall be cut perpendicular to cores only and not parallel to cores. Two-inch and four -inch thick solid masonry units may also be used to bring the piers up to their proper elevations. 14. The piers shall be located as shown on site specific foundation plans and footings shall be centered under the pier. If the edge of a pier is located closer than 3" to the edge of a footing, the footing shall be removed and a new footing shall be placed. 15. A vapor barrier consisting of 4 mil polyethylene with a-I1 joints lapped a minimum of 4" shall be installed over the entire ground surface of the crawl space. 16. A minbrtin of two screened access doors (2'-0" x 2' - 8") are required for foundations up to 40 modules. "These are to placed in opposite corners of the .building. The other two corners of the building shall each have an 8" x 16" foundation block vent located 2' - 8" from the corner. A vapor barrier on the crawl space floor is required. Not less than one Sq. Ft. of free -air ventilation openings shall be provided for each 1500 Sq. Ft. of crawlspace area. 17. Termite protection shall be accomplished by soil treatment as delineated in the standards of "The National Pest Control Association". F . STRUCTURAL_ NOTES 1. No cutting or drilling of structural wood members will be permitted without the express written authorization and direction of the'responsible Architect or Engineer. G. INTENDED MODULE USE 1. The modules and variations shown on the plan sheets are intended to be used as shown individually or in combination to form suites or buildings as indicated on the configuration sheets. The modules and suites as shown on the configuration sheets will be arranged in combinations to for►n buildings as indicated on the site plan. 2. The buildings formed shall comply with the applicable sections of the STANDARD BUILDING CODE for use group B Business, Type VI Unprotected Combustible construction. The allowable area will meet the criteria in Chapter IV including Table 400 and Section 402.3 for area rodification. 4. The project development as defined herein or in the Site Specific documents is intended to provide barrier -free access in accordance with the applicable provisions of Section 508.0 and Appendix M ; except where not required per exceptions of Section M-1 of the Standard Building Code. When required, barrier -free access i s provided to all canon spaces. 5. A handicapped restroom shall be incorporated into every building which is composed from the various configurations as shown herein. r l H. DESIGN_ LOADS 1. Floor - 50 psf or concentrated 2,000 lbs, over 2 1/2 ft. sq. area. 2. Roof - 20 psf. 3.• Wind - 110 mph. I. COASTAL BUILDING"_ZONE 1. A 115 MPH wind load will be applied to all construction located within the Coastal Building Zone ( See sheet A2-10 for information and details ). � ■ ABBREVIATIONS F{TR. HEATER I.D. INSIDE DIAMETER, INSIDE DIMENSICN SYMBOLS IN. INCHES. A/C AIR c°PIDITIorveR F� INsT INSTALL ARCHITECTURAL MATERIAL INDICATIONS A.FF. A.I.C. ABOVE FINISH FLOOR AMPERE INTERRUPT CURRENT (NSUL INSULATION O BUILDING SECTION N0. �� ••'� CONCRETE INT. INTERIOR ALT. ALTERNATE INV. INVERT BLDG. SEC. REF. (SEC. '-`� E3flICi< MASONRY ALUM_ ALUMINUM N0./SPIT, NO J.BOX JUNCTION BOX APA AMERIC,JIN PLYWOOD ASSOCIATION ,JT JOINT O WALL SECTION NO. _ CONCRETE MASONRY •ASSY ASSEMBLY JST. JOIST BD. BOARD LBS. POUNDS WALL 6�RAIEING (EC NU /7. NO) AGGREGATE BLDG. BTM. BUILDING BOTTOM L.F. LOG. LINEAL FEET LOCATION DETAIL NUMBER FIBERGLASS (NSUL. BTUH CAB. BRITISH THERMAL UNITS PER HOUR MAG. MAGNETIC DETAIL REFERENCE I ' WOOD- ROUGH CABINET MAS. MASONRY (DTL. NO. /SHT. NO.) t� ` I DIMENSION LUMBER CFM CUBIC FEET PER MINUTE MAX. MAXIMUM Q WOOD- FINISH C.I.I. CONTROL JOINT MOD. MODULE ELEVA"TIUN NUMBER CLNG. CEILING MIN. MINIMUM ELEV. REFERENCE -NU. . PLYWOOD CMU CONCRETE MASONRY UNIT MSG MANUFACTURERS STANDARD GAUGE (ELEV. NO. SHT. ) COMB. COMBINATION MTD. MOUNTED O EFERCNSIG N TION SHEATHING COMP? COMPACTED MTL. METAL Wll WilWlUlll� CONC. CONCRETE NEC NATIONAL ELECTRIC" CODE O CODED NOTE REF. NO. / MODULE INSIGNIA CONN. CONNECTION NFPA NATIONAL FIRE PROTECTION ASSOC. `�/ LOCATION COOT. CONTINUOUS N.I.C. NOT IN CONTRACT O SCHEDULE REF. NO. CONTR. COfJTRACTOR- N0. NUMBER DIA. DIAMETER N.T.S. NOT TO SCALE MATCH LINE D{SR DISPOSER O.C. ON CENTERS DIM. DIMENSION Q.D. OUTSIDE DIAMETER, OUTSIDE DIMENSION Df2WL DRYWALL tYb OUTSIDE TO OUTSIDE DIMENSION ELECTRICAL SINGLE POLE SWITCH D.S. DOWNSPOUT OPG. OPENING . SINGLE RECEPTACLE $2 TWO DTL DETAIL OPP. OPPOSITE OUTLET POLE SWITCH ELEC. ELECTRIC P.B. PARTICLE BOARD DOUBLE RECEPTACLE ELEVATION P.C. PULL CHAIN OUTLET $3 THREE- WAY -WITCHELEV. EM. EMERGENCY PERF. PERFORATED RECEPTACLE OUTLET $� ' FOUR WAY 'SWITCH EQ. EQUAL PLLAM PLASTIC LAMINATE SPLIT WIRED EXH_ EXHAUST PL #AB. PLUMBING 206 OR 240 VOLT i/1 ►`�J TELEPHONE OUTLET EXP. EXPANSIO+J PLYWD. PLYWOOD RECEPTACLE OUTLET EXT. EXTERIOR PNL. PANEL ( } RECEPTACLE OUTLET CABLE TELEVISION w1 FLOOR MOUNTED SERVICE, LOCATION F.B. FACE BRICK PSF POUNDS PER SQUARE FOOT F. D. FLOOR DRAIN PSI POUNDS PER SQUARE INCH SPECIAL PURPOSE RECEPTACLE, OUTLET } SINGLE STATION SMOKE DETECTOR F.D.A. FDN. FREE DRAINING AGGREGATE FOUNDATION PTAC F3ACCKAGE TERMINAL AIR CONDITIONER SPECIAL PURPOSE' ® I�� a+ SUPERVISED -}-- PTHP PACKAGE TERMINAL. HEAT PUMP CONNECTION `� SMOKE DETECTOR F I. FIELD INSTALL REINF. REINFORCING JUNCTION BOX � DOOR HOLD-OPENFIN. FINISH REF. REFRIGERATOR, REFERENCE DEVICE FLD. FIELD REG. REGISTER THERMOSTAT FIRE FIRE ALARM FOLDG FOLDING R.O. ROUGH OPENING STATION FM. FACTORY MUTUAL REOD. REQUIRED SINGLE PHASE MOTOR Q THERMAL DETECTOR FPHB FROST PROOF HOSE BIBB SEC. SECTION, SECONDARY F.S. FACE OF STUD S.B. SPLASH BLOCK THREE PHASE FLUORESCENT LIGHT MOTOR FT., FEET SDG. SIDING FTG. FOOTING SF SQUARE FEET — FAN/ LIGHT EXIT LIGHT GA. GAL. GAUGE GALLON SHEATH. SHEATHING INCANDESCENT LIGHT ® EMERGENCY SHT, SHEET CEILING MOUNTED EGRESS LIGHT GALV. GALVANIZED STL. STEEL INCANDESCENT LIGHT G.B. GRAB BAR STD. STANDARD K> WALL MOUNTED FE FIRE EX7INQUISHER GFI f3WB GROUND FAULT INTERRUPT GYPSUM WALLBOARD SURF. SURFACE FAN P G{ OCELL CONTROL T 8, Q TONGUE AND GROOVE F L LJM B I IN LI T. GYP, GYPSUM T 8 P TEMPERATURE AND PRESSURE HDBD HARDBOARD TYP. TYPICAL —w— WATER SUPPLY GLOBE VALVE HD HUB DRAIN U.L. UNDERWRITER'S LABORATOfr( —C— WATER SUPPLY- COLD — GATE VALVE HDW. HARDWARE U.N.O. UNLESS NOTED C7rHERWISE HID HIGH INTENSITY DISCHARGE VB. VAPOR BARRIER —H — WATER SUPPLY- HOT —-5 FIXTURE SUPPLY STOP NM HOLLOW METAL VERT. VERTICAL WATER SUPPLY- —� HORIZ. HORIZONTAL W/ WITH `-'R— CIRCULATOR RETURN CHECK VALVE HP HORSEROWER WD. WOOD —G-- NATURAL GAS PIPING T�TP V�J� TEMPERATURE a HPF HIGH POWER FACTOR W.HTR. WATER HEATER PRESSURE RELIEF HPS HIGH PRESSURE SODIUM W.R. WATER RESISTANT _F— FIRE PROTECTION SYSTEM PIPING _ p O PRESSURE GAUGE , HR. HOUR W.W.M. WELDED WIRE MESH —D--- BUILDING DRAIN WATER METER IL PLATE 1� CENTERLINE --SAN— SANITARY SEWER — G�-- GAS METER ROUND, DIAMETER ST--- STORM SEWER 0 AT -- \tom # POUNDS, NUMBER _�.,.._ VENT PIPING L ANGLE DATE BY REVISIONS PROJECT LOCATION DWN BY 10/16/bli JWF LEFT-HAND ©ORDER(AND INFORMATION ON SHEE-f) SHIFrED RIGH1 OFI=ICES CA A.L.8 © Copyright 10130/8HIJINAL 5 KAe ORIGINAL f�unt.lcAn0N uArE ii/It�t- SHEET NUMt5Ef2 e� lI�l1 S/G,i �D�/r/�"� r ^_ , INDUSTRIES INCUFli'UFlATEU DATE SCALE 3/21/86 A.L.O DELETE NO'fE5 7/ 31 /84 NONE, 1984 .,. _.. SHEET DESCRIPTION 8400 East Broad Strout SHEET NO Fleynoldsburg, Ohio ,i3068 by CARDINAL INDUSTRIES INC. Phone: 614/863-2700 - -� 2. 'ABBREVIATIONS, SYMBOLS t a �„p VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE DESIGN (JEPAFl rti1ENT _ 0 DOOR SCHEDULE u u . u N 6-.-p� 1 ►+ V1 u w v1 a o N N vv, ��. u) :a U u uH :4fE''i 0 "� uJ 4 W t• w ;� t .-oi H ,-1 W e to u rQc ' aRe 0 x W W P.. tS C5j x at -Fold F I a 1 ]'-6" x 6'-8" W-Sc F E D Tempered GIs&c 3'-6" x 6'-8" W-SC F E C 1 V- 0" x 6' -a" H-IIC F E D TEMPERED GLASS 5 3'-0" x 6'—e" ai-Fold F I 8 b ]'-0" x b'-A" W-K F E c UNDERCUT FOR sf x 6'-A" H-IIC 3 E C RESTROOMS !! ]'-0" x 6'-8" W-5C P E F Tem rrrd GIAxI 9 V -0" x 6' -8'' W-Hc F I c PRIVACY LOCK 8 10 )`-0" x 6'-8" w-SC S I c 11 31-0" x 6'-8k' -HC F t E Louvered 12 ]'-0" x 6'-8" W-SC F I 11 ]'-O" x 6'-8" al -Fold F I A 14 2'-a" a'- a" W-sc - r E c -8" x 6'-V W-IIC F I c 16 2'-8" x 6'-8" W-HC F t E Louvered 20 MIN. LA5EL C w� 1I 2'-8" x F I C METAL FRAMES I A 2' —0" x 6' -A" W-11c F t C 19 4'-0" x b'- a" Ol-told r I 20 7 0" x 7 77 M- HC F E G // Z 7// I A a c U1t111\r1-, r HEATING / COOLING UNIT SCHEDULE Air Conditioning Hodell (with rneiatrnea hnatinK) Ileat Pump Models Unit' Numbur 1 1 3 4 9 5 6 7 8 10 A2H368 A48568 A3H668 A2B768 A28768 A2B388 A3H5HH AlHh88 A38788 A36788 Hodu 1 Numha r 1)KA1, I)AAI. 1)AAI. DJAL DJCS I)AAL DAAL 0AAI. DIAL DJCs 30 230 230 230 230 230 230 2 ]0 230 Voltaµn >208 2l)a 208 208 208 208 208 208 208 Zoe 3575 3E,S0/ 3650 52-80 SZ8o 3460 34-90 3+90 5110 Stlo 4)uCtaga 2gz5- f� 3o 3000 +330 4-330 Z830 �8(°O z2s�o 4180 4180 EEH(HTUII/Wntt) 912 9. 3 8.3 8.6 8.3 8.3 7.0 7 , 0 7.�7. 8.7 9. 1 8.2 8.4 7.7 8.0 b.�68 6.7 s.e OuLmHu Air Vtntull (clm), 60 60 60 60 80' 60 60 6U 60 60 H'rllll 6800 13600 11900 15000 16000 6900 9()O( 12000 141 Do",­"' o 14100 Cool inµ 6Hl)0 H6l)0 11600 1470( 14700 6HOO 1:1900 11bon 3900 13900 H'I'llll Ilu,+t inµ. IE111)0 1161)0 11600 17000 17000 11900 1190( 11400 I7]00 0 (µuulytniicu) 8400 •'1500 9500 1]90l 13900 9700 91E)Q 9700 4100 7--14100 I)TUII Ile a t Enµ 6400 8800 I 1 ]00 13100 13700 (Iluut Pump'hodc) N.A,. N.A. N.A. N.A. N.A. 6300 8600 1000 3600 136C0 2.6 2.6 2.] 2.2 COP N.A. N.A, N.A. N.A. N.A. 2.6 2.6 2.4 .2 ILI I V pu��q S CIDAA ff%M (&JAIACI Mcnrrrltal riwrAlo w.11 Irral slc �IF If ftf I b0' LW" A DATE BY REVISIONS 4/4/ 66 A.L. 8 NEW FORMAT. A7 CO (I 7/24/86 L S 8 B ADDED SPECIAL FEATURES d Copyright hl q/z2/86 >^ss ADDED ' PooR v* 17 1986 by CARDINAL INDUSTRIES INC, VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE w x WINDOW SCHEDULE o � z z = a 0: Z W --► m W W 2 p O W p a Z p J O > W W w XJO(n O Zp Q3 W N Lu lLL VJ x p I J W W V) _j Z O p O p Z W 0 Z a N 4( Z m a.. 3 3 Fr- g U- 3 00 A 1-4 x 4-4 F D W W Nuns H 4-0 x 4- S D A y 6. 2 s(I Ft , w OR Y Of c 4-4 x 4-4 H OR a D A x I► 6-8 x 4- F D W z NoHf E (2) 3-0 a s-0 SH D A V 12,0 S0. FT. 5-4 x 6-0 eH D A U 6.75 SO. FT. G 6=0" x 4'. 6" S D A S iz, l(, SQ. VT'• H 4'-0" x 4'- 6" S D A T 7.87 t ` YLWPEALD 4LA13 ITYM.) PMOJECT LOCATION ®FEICES af�fic,6 ADP ITS bHf:" UfaCRIPTION SCHEDULES 0 DWN UY CARDINAL LSS 4IUUSIHIE3 1#iC011Y0t1A1fD OATE SCALE 4/4/86 NONE 6400 Easl H/oad 91reel :,}1LL r t10 Raynoidstmu. Ohio t3o" Nhon/. 014/6 1-2100 AO-3 . a r 0 v z O O ED cl 011 Ll I Ill It IL I I I 1 I I I 1 ` .SHEET N:. F'OUKIDATIONi AZ-1 CON FIGURATION/51. FICTRICAL: 6I-2 DATE BY REVISIONS PROJECT LOCATION DWN BY M15 OFI ICE ADDITIOI V CLN.ARDINA0� ATE SCALE © Copyright INDUSTRIES INCORPORATED SHEET DESCRIPTION 8400 East Broad Street SHEET NO Reynoldsburg, Ohio 43068 by CARDINAL INDUSTRIES INC. BUILDING PLAN- '�4 �1 � I Phone: 614/863-2700 Al -DESIGN DEPARTMENT VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE t�. � 0 LOAD PANEL CIRCUIT DESIGNATION SHEET ------- -------------------------------------------------------------------------------------------------------------------- ` LOAD PANEL B.E. TLM 1612 F -------------------------------------------------------------------------------------------------------------------------- 125 AMP 120/24J VOLTS W/SOLIO NEUTRAL. --------------------------------------------------------------------------------------------------------------------------- SINGLE PHASE 3/WIRE 60 HZ MAIN LUG -- 80 AMP MAIN F US46 DISCONNECT -----------------1--------------------------------------------------------------------------------------------------------- _FEED PANEL WITH 14 AWG CU IN 1 1/4 IN, CONDUIT I _ LOAD I MOD I WIRE I BRK/P ICIRCUITI BAY,/P I WIRE I MOD I LOAD 1 ---------------- ILIGHTING 6 RECEPTACLES 1 030 1 12-2 1 20/1 1 1 2 1 2011 1 12-2 1 062 (LIGHTING 6 RECEPTACLES I I---------------------------------- I ------ i------ I ------- 1------- i------- '----------- IZONELINE ' 103B { 12-2 1 2012 1 3 4 1 20/1 1 12-2 1 062 !LIGHTING 6 RECEPTACLES I I---------------------------------- I ------ I ------ I ------- I------- I ------- I ------ 1------ I---------------------------------- I IZONELINE 1 038 1 1 1 5 6 1 20/1 1 12-2 1 06B ILIGHTING 6 RECEPTACLES I 1---------------------------------- I ------ I ------ I ------- I ------- I ------- 1------ I ------ I ---------------------------------- I IZONELINE 1 062 1 12-2 1 20/2 1 7 8 1 20/1 1 12-2 1 068 ILIGHTING 6 RECEPTACLES I 1---------------------------------- 1------ I------ I------- I------- I------- I ------ I ------ I ----------------------------------I IZONELINE 1 1 062 1 1 1 9 10 i I I I I I----------------------------------i------i------i-------I-------i------- I ------I------ I ----------------------------------! IZONELINE 1 068 1 12-2 1 2012 !11 12 1 1 1 1 { i---------------------------------- i------ I ------ 1------- l------- !------- 1------ 1------ I------------------- ---i IZONELINE 1 060 1 1 113 141 1 1 1. I I---------------------------------- I ------ i------ i------- i------- 1-------I------ {------ 1----------------------------------i 1 1 ! 1 115 16 1 1 1 1 I. --------------------------------------------------------------------------------------------------------------------------- ALL CIRCUIT CONDUCTORS ARE TIIHU COPPER cO COPYRIGHT 1987 CARDINAL INDUSTRIES INC. 36'0"t TECH,TSIRLB REVS:,: DATECAR, DIN, AL INDUSTRIES INCORPORATED 8400 E. BROAD ST. REYNOLDSBURG,OHIO 43068 PH# (614) 863-2700 EXISTING MODULES BY/ CKD : , TITLE: CONFIGURATION AND ELECTRICAL- PLAN MIS ADDITION PROJECT LOCATION: SANFORD, FLORIDA BY:RLB DATE:II/02/87 MASTER NO: CK:XXX DATE:00/00/87 XXXXXXX 9 DISTRIBUTION DATE: SHEET N0: AI -2 0 "TYPE C" FOUNDATION ANCHORS L - ANCHORAGE TO FOOTING (TO RESIST SLIDING AND OVERTURNING) (4) 'I/4"X2 1/2" LAG SCREWS EXCEPT OUTSIDE CORNERS WHERE ONLY 2 LAG SCREWS ARE USED. A - ANCHORAGE'TO MODULE ONLY (TO RESIST SLIDING) USE (2) 1/2" X 4 1/2" LAG SCREWS. O COPYRIGHT 1987 CARDINAL INDUSTRIES INC. TECH,TSIRLB REVS: DATE/ BY/ CKD 0-0, u A CAI-1 IN = L INDUSTRIES INCORPORATED 8400 E. BROAD ST. REYNOLDSBURG,OHIO 43068 PH# (614) 863-2700 GENERAL NOTES I. ALL FOOTINGS CONTAIN TWO CONTINUOUS-#4. REBARS 2. ALL FOOTINGS CAN REST ON SOIL WITH 2O0OPSF BEARING CAPACITY. 3. WIND ZONE IS 90 MPH. TITLE: FOUNDATION PLAN MIS ADDITION PROJECT LOCATION: SANFORD, FLORIDA BY:RLB DATE:II/02/87 MASTER NO: CK:XXX DATE:00/00/87 XXXXXXX DISTRIBUTION DATE SHEET N0: A2-1 OKALOOSA 90 MPH SANTA 9 LME ACKSON ROSA JEFFERSON COLUMBIA WALTON WASH. GADS EN NAS AU CALFIO N HAMILTO BAY LEON MAOIS UVAL ESCAMBLA WAKULLA SUWAN EE BAKE 10 LIBERT TAYLOR GULF BR FO ST. FRANKL LAFAYETTE nixI CLAY JOH GIL- ChIRI T pUTNAM LACHUA FLAG ER LEVY MARION VOLUSIA CITRU LAKE UM1 R IMINO HERNA ORANGE PASCO BREWARD OSCEOLA HILLSBOROUG PINELLAS--, SARASOTA — CHARLOTTE GE:NERZAL N011S A. Coastal Building 'Lone Guidelines,< I. The Coastal Building Zone is located 1500 feet (5000 feet for coastal barrier islands) landward from the Coastal Construction Control Line. This line is established by the Department of Natural Resources. 2. If a Coastal Construction Control line has not been established, the Coastal Building Zone shall be the land area seaward of the most landward velocity zone ( V-Zone ) boundary line established by the Federal Otiergency Management Agency and shown on the Flood Insurance Rate Maps. 3. All lurid areas in the Florida Keys are included in the .Coastal Building `Lone. ■El PO L K ATE 9HARDEE \JDE SOTC HIGHL_ 100 MPH INDIA RIVER KEECH EE S T. LUC� ARTIN 1 10 M r't4 GLADES \ .4" PA L M LEE HENDRY BEAC H i COLLIER BROWARD 110 MPH MONROE DADE 4" UXID M,;OHAY B L OCx OR a ----. TERMITE bLOCX 12"A 16' CONCRETE rLOCK(TYP) --- ED1.G of MoVULE 0 EQUAL t EQUAL - ° b� k ►: w ' a i O p IL - — • /► / 0 0 � lv Nl 0 G U w —_ 2_e" l�oW HSF L 2'_99(2500 psf ) 5'-2" (2000 PSF) BOIL BEARING CAPACITY (TYP) D PIER DIMENSIONS APPLY Mtlb oV'`k NA11.3 EDLIE of 1 �v AkArC �tODut� h. 6 e16F0UWDATIOCNt' N V" o� II I - I I► I I I O ; ,Q — "_U )�1-- F3 X i('. V°�wn N r+'°N vdr il I I�_ q�� � (, IFS-ti—. ►- [i>"°c,2. Veer. MODULE � b.i--- I I C 0M L. WALK 'FoU1 PATIoNVENT DETAIL FouNDArtio0 VENT DETAIL: IVL D - " ,. ID =1-p _ -_- CONCRETE BLOCK PEIiim fER `HALL EDGE OF 1 ' >r MODULE o I.' VENT SCREEN (FIELD INSTALLED) REMOVABLE GUARD >- (FIELD INSTALLED) �►� 2" MINIMUM REMOVABLE :_,. �rAOE GUARD FOUNDAtION ACCESS / D VENTILATION DOOR u- �w GALVANIZED AREA WELL ' (4.5 50. FT. NET VENTILATION) (FIELD INSTALLED) 2" MINIMUM GRAVEL FOR 8" EFFECTIVE DRAINAGE GALVANIZED ANEA WELL, VENT SCREEN AND REMOVABLE GUARD SHALL WE SUPPLIED BY CARDINAL INDUSTRIES AND FIELD INSTALLED BY FOUNDATION' CCNTHACTUAI. NaTE : 5 o Hecr5 AZ-,b, A2-q , AZ I I, ANP AT- IZ OK `mY )&At, l--d6ATIONI OF Ail 10KS, CHOK VO-W!6, AND 'WOX612MINIMUM FOOTI N61 6IZ66 . ALL MATERIALS SHOWN ON THIS SHEET ARE FIELD INSTALLED AND ARE NOT PART OF THE ,INDUSTRIALIZED UNIT AUTHORIZATION. x 3" x 2" x 7 14" long " diameter eye bolt (100-115 mph wind zones) diameter eye bolt (80-90 mph wind zones) 'E: Eye bolE is placed between modules / (forced into gypsum) galvanized aircraft cable ble Clamps 2 �TA�II� TYPE A " AWICK 3"= Ir-p', AWflVK f,L,1Tt ; LYE'' x 3"x Z"x 7Y111 L KVI ( if% GIANOI,>i CIG17-115 �If'►i) �6 M floes ( e10-90 Mel -I) -� o Ys♦) -� `5A MA HOI EC2q0 M 'w I'l2 Z Ye" -raft cable ebar in footing) 44 Itebar (80,104 IOOMPH) 0 5 Re -bar ( I 10 1 119 Mr'F1) ( CO1,tTtN IOU5 %^/l I' (o LAP) D.-: DET�. �P A " AcNGI-i0 Q tD3-� N L/ `I"YP6 •D " �N60V, METHODS OF CONSTRUCTION FOR "TYPE A" ANCHORS I'= I' -p" I. Bottom of cable is wrapped around rebar in footing. 2. Footing poured, block laid. 3. Top of cable is slipped through eye bolt -while top of eye bolt,is held 3/4" above top of block. Cable clamps are applied and tightened. This procedure approximates the required length of cable. '4. Anchor plate and nut is placed over eye bolt threads. 5. Nut is adjusted so that anchor plate can be pulled (by hand) to around 5/16" (± 1/16") from bottom of module. 6. Pfodules are set. 7. While holding anchor plate tight against block wall (so as to resist sliding), install lag screws so that anchor plate is tight against boLtoui of module. This will remove any slack in the cable. Lead hole for Y' x 01" lag screw shall be 3/8". No 12ad hole is required for it,," f� 21 " lag screw. T)Tl�, AN6dK G" a t `-D" 7 Strap is connected to module as lol.lows: - 115 mph wind - (14) N 20A halls (.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 - 80 mph wind - ( 5) 8d common malls (.131" diameter)/strap NO'i'E Straps occur under vertical battens so as to extend 3' up onto module (over stud). - 114" wide. galvanized meLat strap 10 gauge strap: 100-115 mph wind 16 gauge strap: 80- 90 mph wind NOTE: Block is riot grouted. Strap is placed sideways in top course so as to occur in mortar joint. #4 rebar ('60 clo 4 ICO Mf H) -#5 rebar (110 ,115 MPH) 6C0n1Tmuov, N// I' 6,. JAY) Y2'P LAM 02 RAD�uS 1 .I , h , Lfl1 .w.�.r r ......... LACf !�CKE ws V A-J ` �gP 121A fAr (TKAP7E q0 (86- 110 MPH wwo ' y tl `{ K6e II-5 660,q0 i1 twii) #1 5 burs (110 k 115 Mfl-1) kotiriwou6 w/1--0" LAll) �TAI L, TYn G „ ANGH o P\ 4" SOLID MA50NRY BLO6K 01< �" TERM17fr 6L,06K IT, x 10" 0160-T t%VCK (-r\(P) 0 n PIER AWCHQKZ P fj I L- C l(r6A ") %' 6-fAWA1,1I20 AIRGKAF(a{5{,E ALTERNATE A.NCVI0I1i 0E'1'AIL (T\(Ft A \ All A2-10,1 �� � K (�o,go,•410o rvlPEl) CND AZ' I 1 fb"K T'fPiG�SI� L,GLrgT�ptl S S s C11o, ll5 MP41) OF AA1 HM) AN680K V0-TA101 ANP (coN-rlrJuoln w/I'-6" t.�� �CZuIRED �vtIh11MUM �aU�(1tVG 51"L�S, ALL MATERIALS SHOWN ON THIS S}IF:� T ARE FIELD 'NSTALLED AND ARE NOT PART OF THE INDUSTRIALIZED UNIT AUTHORIZATION. m � N s Q I . ,-0A 0 a 1 a 1 -10 Its _01 1-1 OFFICE FLOOR PLANS: VARIATION S 1 SCALE: 1/8"= I'- O 'l 9 A 71 1) ALL MODULES ( EXCEPT THOSE CONTAINING RESTROOMS) WILL LL UTILIZE two 20 AMP 1 POLE LIGHTING CIRCUIT C(AND ONE JUNCfIOPI BOX LOCATED, ASDSHOWN, E CIRCUIT 12-220 MPA`LIPOLETHVACLCIRCUITS+TINRDOUBLEEOFFICEI'h10 RE5P+ 2) WATTAGE FOR EACH LLGIIT.ING CIRCUIT WILL NOT EXCEED THE MAXIMUM FOR A 20 AMP 1 POLE CONTINUOUS DUTY CIRCUIT �NCLUDING ALLOWANCES FOR INDUCTIVE LIGHTING LOADS, RECEPTACLES ARE INTENDED FOR GENERAL USE AND RE CALCULATED AT 180 WATTS EACH, 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, (1) SERVICE ELEVATIONS SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL BE SPECIFIED UNIQUELY FOR EACH BUILDING AND fiTE LAYOUT, SWITCHING FOR ALL MODULES EXCLUDING III- 10. 3m" ENTRY MODULE WILL BE AS SHOWN. FOR SWITCHING OF ENTRY MODULES SEE SUITE CONFIGURATIONS OPTIONAL ROOF 5ti6,7, 0 8 WINDOW(S) Ai -I I I I I I I ' I II L___ __j 3„ Q COPYRIGHT 1964 BY CARDINAL INDUSTRIES INC. OFFICE (CATHEDRAL CEILING) I II- 4 3/11" 0 N -w 038 ' WINDOW v cwn I I SEE NOTE i I I A6.2 �5 {v5 -o I AcvS E-7 EAVE LINE EAVE LIN • FLOOR LOADING: 50 PSF LIVE LOAD. BASIC MODULE- BOTH SIDES OPEN BASIC MODULE- BOTH - SIDES` OPEN OFFICE ELECTRICAL PLAN OFFICE FLOOR PLAN SCAL',I 3/0 I 0 SCALEr 3/6 '- I--0 �yn 0 -tr N }4 OPTIONAL ZONELINE-SEE SUITE CONFIGURATION SHT. v �� \ DATE BY REVISIONS 4/4/86 ALB CHANGED SHT.40FROM PI TOA4-1. PROJECT LOCATION DWN E)Y LDG/6SK ODIC �(l ! `Ol r CARDINAL DATE SCALE O Copyright L 7/3I/81 MIOWN 1984 SHEET DESCRIPTN IO 8400 East Broad Stroot c �FIEE'r NCJ ` RoynoldsburU, Uhlo 43060 ks by CARDINAL INDUSTRIES INC. Piiono: 614/8632/00 OFFICE UNIT B OPTIONS DESIGrl DEPA►1 rMEN r VERIFY ALL. DIMENSIONS AND CONDI-T 10r,45 A I- 51 T-E 14 C. a) in U w 9 N C. O N A OFFICE FLOOR PLAN t VARIATION; SCALE : 1/8"=11--0" 1 NOTE: WHERE CORRIDORS OCCUR THE OPENNING SHALL BE A MINIMUM OF 44". © Copyright 1984 by CARDINAL INDUSTRIES INC. ELECTM31 NOTES: 1) ALL MODULES ( EXCEPT TEOSE CONTA 14I NG RESTROOMS) WILL UT 1 L I ZE two 20 AMP 1 POLE LIGHTING CIRCUIT AND ONE J0 AMP 2 POLE SPACE CONDITIONING CIRCUIT ORIGINATING AT TIIE LOAD CENTER AND FIELD CONNECTED IN THE UNCTION BOX LOCATED AS SHOWN, EXCEPT 2-20 AMP 2 POLE HVAC CIRCUITS IN DOUBLE OFFICE'MODULE3. 2) WATTAGE FOR EACII LIGHTING CIRCUIT WILL NOT EXCEED THE MAXIMUM FOR A 20 AMP 1-POTE CONTINUOUS UUIY CIRCUIT INCLUDING ALLLOWANCES FOR INDUCTIVE LIC►IIING LEADS, RECEPTACLES ARE INTENDED FOR GENERAL USE AND ARE CALCULATED AT 180 WATTS EACH, 3) FACTORY WIRING (IN THE MODULE) IS 12-2 w/c NM Cu CABLE (9010, FIELD WIRING FROM THE LOAD CENTERS TO EACII JUNCTION BOX WILL BE IN ACCORDANCE WITH NEC STANDARDS, 4) SERVICE ELEVATIONS SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL BE SPECIFIED UNIQUELY FOR EACII BIIILDING AND fiTE LAYOUT. SNITCHING FOR ALL MODULES EXCLUDING I1r-10.3/4" ENTRY MODULE WILL BE AS SHOWN. FOR SWITCHING OF ENTRY MODULES SEE SUITE CONFIGURATIONS 6-3 IJGG rVV I G I I EAVE LINE OFFICE ELECTRICAL FLAN SCALE: 3/ 8 r ✓ IL -Orr ---------- ---- DATE BY REVISIONS 4/4/ 86 ALB CHANGED SHT. It FROM Pd TO A - 5 A 7/24/86 LSB If ELECTRICAL CHANOE3 7/24/66 LSB CC ADDED NOTE 61�D/B7 3Me AVv6v VAKtAmN VERIFY ALL DIMENSIONS AND CONDITIONS A'f SI'f E rED k EAVE LINE FLOOR LOADING: 50 PSF LIVE LOAD. OFFICE FLOOR FLAN SCALE'. 3/8r I Or *OPTIONAL 'ZONELINE—SEE SUITE CONFIGURATION SHT. PROJECT LOCATION OFFICES MJ S oFricf, ADD I T160-111 SHEET DESCRIP-rION OFFICE UNIT W/ VARIATIONS [tCARDINAL 6400 East Broad Stroe! Reynoldsburg, Ohio 43088 Phone: 61 A/863-2700 DESIGN DEPARTMENT OWN BY MFS/ BSK G DATE SCALE 7- 31-84 SHOWN SFIEEr NO \I V:' ♦• WATER METER ROOM E BASEBOARD HEATER 1000 w O u OFFICE FLOOR PLANS; VARIATIONS SCALE VB"= I'-C)" t © Copyrighl 1984 by CARDINAL INDUSTRIES INC. HEATER .. 1000 w J ELEMCALUM, 1) ALL MODULES (EXCEPT THOSE CONTAINING RESTROOMS) WILL UTILIZE NO 20 AMP _1 POLE LIGHTING CIRCUIT AND ONE 20 AMP 2 POLE SPACE CONDITIONING CIRCUIT ORIGINATING AT THE LOAD CEATER AND FIELD CONNECTED IN THE JUNCTION BOX LOCATED AS SHOWN, EXCEPT 2-20 AMP 2 POLE HVAC CIRCUITS IN DOUBLE OFFICE MODULES. 2) WATTAGE FOR EACH FIGHTING CIRCUIT WILL NOT EXCEED THE MAXIMUM FOR A 20 AMP 1 POLE CONTINUOUS CUTY CIRCUIT INCLUDING ALLOWANCES FOR INDUCTIVE LIGHTING LOADS, RECEPTACLES ARE INTENDED FOR GENERAL USE AND ARE CALCULATED AT 180 WATTS EACH, , 3) FACTORY WIRING (IN THE MODULE) IS 12-2 H/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 WE LAYOUT, —,( I1'_ IO. 3/4" a 1(r�—g SEE B LDG. PLAN fED 3 E AVE LINE—/ SWITCHING FOR ALL MODULES EXCLUDING EAVE LINE - ENTRY MODULE WILL BE AS SHOWN. FOR SWITCHING OF ENTRY MODULES FLOOR LOADING 50 PSF LIVE LOAD I SEE SU6TE CONFIGURATIONS OFFICE ELECTRICAL PLAN OFFICE FLOOR PLAN � --" - 1'0rr -- SCALE' 3/8 = I —Or ,,GALE 3/iJ � - DATE E3Y REVISIONS 4/4/86 ALEI CHANGED SH F. It PIO TO A4-10. A VERIFY AL.L DIMENSIONS AND CONT)I-T-IONS A"T' Sl f'E= OP-TIONAL ZONELINE—SEE SUITE CONFIGURATION SHT. PROJECT LOCATION OFFICES - 1`�I 5 Ca l A,T-%D 1-rjo SHEET DESCF+IPr10N OFFICE UNI_r dill VARIATIONS_ OvirN El y ,I CARDINAL P>7Fs/asx r • ) INDUSTRIES INCORPORATED DA T.F. SC At E 7 -- 31- 84 SHOWN 64(x) Easl Hroad 5►reei S►�EF I ►rc� � Fleyn06 oldshurg Ohio 43D !S Phone 614/fV)3-2100 DESIGN DEPAR I ME N T r� 0 BUILDING SECTION (0N 'ldll'fa_,'I'1: !'t1=rl'IPJ�: (Sf:f' ICX111I]!1'i'I(X1 ('I�1I1) 1f �:�3 f�;�r':!';� 3; Ix(, I`XOD Ti%IJi 'FRL1•! CCUX:PE`I'E: hlACK 1t�;.1, (SIT: Fy'�f1Nl_1A 1(fl PLAN) I- 2xt 31. L<8 1•,I:)OD (BACK-TO-BACK MODULES) 3. Ck,t1ckF'1'1. 13"VK I'LEP (Sll,' EOUNDATION I'IAN) 18 3/ 3" E':, r`! DIz'}'I;J�; 'jTPII' (APA RAT1:1) S`It'!�[ I-I't!� �f l 32. SIDI'.1<; SCALE 3/4 = l-0' _1. 1" or 8" 'I'L[t.I'!'!: fiUCK I ;:;i':'.:.;1:,) ;;''1'II 8d U. 33. 1/2" DRY1\'FiLI_ ('I'i'PE: "X") 5. CI<r'WL Sll",.Cf: j f �'I'!' ,.,..'Ih1 ICY: (f 191 3.1. 5i 8" DRYTIALL F;. 2.xli .)tA`,TS , 12" .,.c. MO SQ.FT. LL) 20. MIT 22 1" h'1':.'ti1. F'I1:1:: fY)I' WITH :;IIJ. :>FAId:i2 1). 1/,1" i1 k x d; (APA PIVIT:) SIUR4Y-I-F'lWl0 L3 3 h..fI &AItftlf:fi 10. 2.x•1 10" ().c. 24. CLASS A OR C ASPHALT SHINGLES ON I LAYER It 15 - 11. ' 2x6 RA1-'lT_PS � 24" ox. ROOFING FELT OR EQUIVALENT UNDERLAYMENT. 12 . 1I WUCIINE ANCHOR 25. RI IX;F' VENT (E ' [ I:I D I^1; ['AI ,f d :U) 13. 2x4 'PAIL RAFTERS d 24" O.C. 26. 5" 0(11:I: ANIIMINUM <;UPIT:P 14. L<3 PURLIN 27. 3"x4" All;M.INUM LjA^NSIU- JT 15. PO k' SHE11 M INC, (112" C.D. Pf,Y' %WD or 7/ .16" 28. SPI A.S1 flil ix:'K (M D(i*�I1Sl' )Ut' [xTfi' WEP CCODE) G�1f'FItF'<U1RD) 29. I'F:ItF WATI'D AlJW[Nf)f•r 9)1'F'IT (I'Il:If) INSPAI,II-D) DA FE BY F?EVISION j PROJECT LOCATION 7/24/06 L S 0 ADDED V/ FELT OFFICES �vj I S ofri , /JT�1�n7 copyright 1964.86 51IEE-r DESCRIPTION by CARDINAL INDUSTRIES INC. Rtrtrl TO FOUNDATIOn _PLAN FOR ALL FOUNDATION / rW?LNG ANCHORAGE, NO?t$, DInLNSIOHS, SIItS, AND DETAIL RLTERLNCtS. ITENts N07rED AS—' FIELD If61ALLEUrI ARE NQr A FIAFKr OF THE INDUS MALfZED UNfr AU'fHORIZArIC1I �.I CARDINAL1 84W East Elfoad Stroot Avynoldshurl), Ohio 43068 Phono 61,11 156-2700 DWN BY AL B DATE SCALE 11 5 / 9186 3/41r= I' 0 SHEET NO VEF?IFY ALL DIMENSIONS AND CONDI-r IONS AT SITE BUILDING SECTION IIYII DF (dGN DEPARTMENT BUILDING SECTION ® 1 . CC�ICI:F.I'F: [A)YFING (SEE: 1-1 1'NDATP-N I'I;,2;) 2 CC NCPF'I'E [U-k"K Sr1r1I.I, (SET: lYAWDl:TICX'; (SINGLE MODULE) 3. MJCItZIT' MOCK ['IEP (SL:r': Fr�urrI)AT r��)r�J I'1 SCALE 3/4 = ;,-C, 4. 4" W/8" TEP141T: Blk. ('K 5. CMWL SPACE 6. 2x8 JOISTS e 1 O.C. 50 4/ SO. FT. LL ) 7. (2) 2x8 PIIUl JOISTS 8. ,JO I I' I L'L^d(;l-:PS 9. 3/4" F'LCOP Df)CKI..'J(.; (AI'A PATI:D S`I9JIZI}-I-[';e 11?1 10. 2x4 SIUDS a 16" o.c. _ 11. 2x6 [2Af'I'I'RS J 24" c-).c. 12. 2x6 JO[STS a 24" O.c. 13. 1 it ?R[t ICANF. AN('I K)h 1�1. 2x4 TAII. MPI'YPS 3 2.1" o.c. 15. InX)I' SI I1::ATI ICJ(; (1 ,' 2 (-(-'.D. I'I.11 CX)I) OP W/ V APPIT, )API) © Copyright 1984,86 by CARDINAL INDUSTRIES INC. I E, . 2x ? B: ► CK IM', 30. PFIRI PATED Al, '% INUM SOFF I- (E' II'ID V 5'tdlED) 17. 2x(. :�('Is-F'A.�('IA 31. 1x6 FOOD TRU-' 1 / T' F'I i l )R Dfa 'K Tr;(; c;1'P I I' (:'J'F, i .', :'f .I) S'lTJPD-I-F'lkf)f) 32. lx8 W.COD TRII.1 I^;S'IYJJ.I:D WITH 8d ;,JAll,S AT 8" C. 33. SIDING V ISI f1 AT10r1 HWA 34. 1 / 2" WATER RE PE11 f�2'T �. �� i ,;C .1 S' i►=:,: _' [�; 20. [V-.71' [.;SUTATIUI (R11) 35. 1/2" DRYInA , (TYPE "X") 36. 5/8" DWA,dVU,I, 4 " .r'I 'I':',.:. F I RE:STOP ti.' I'I91 S l I .I . 23. 3 �U. . RiV JUEP 21. 7-1 ,' '•" RCX-:KVr)01, F' I RI:ST01' -'5 CLASS A OR C ASPHALT SHINGLES ON I LAYER # 15 ROOFING FELT OR EQUIVALENT UNDERLAYMENT. 20. l'l'j%K '.'l'r; l' (E'IE:I D IrJS`IA[.[I D) 27. `i" (r ;f a: AL1h1FN1lT'1 UTI'I'ER 28. 3" x •;" ALUMINUM [X)WNSlU ff 29. OfZ DC' Xfl' WlF' ? ('ODE) DATE I BY 7/24/86 LSB �A ADDED FELT REVISIONS 1 PROJECT LOCATION OFFICES " m � � UF�Ic.�� l�� I �-� �rl SHEET DESCRIPTION BUILDING SECTION IIX11 rrlrrn JA) ruunnArllm rIAm r11n ALI. roum(Mrlop I rtrrrl►n.; AHCMUItACL, Wrti, DIMLN5I0FIS, SILLS, AXD DETAIL "rEmictS. ARE NUT A PART OF THE INDus7rRALQED UN17 AUTHORIZA'ICti �.JCARDINAL INDUSTRIES INCORPORATED 8400 East Broad Street Reynoldsburg, Ohio 43W Phone 614/863-2700 DWN BY ALB _ DATE SCALE 5/ 9/ 86 3/41�= I►-O�� SfiEE�r NO _F VE= FlIFY ALL DIMENSl0tic-; ANF) [ ( )f lDl-lIC)NS AJ SI-TF [)F �,IGri UE r�nR rMf tI r IF AD SECTION (B�SECTION CODED NOTES 1, ccNcRETE FOC/l'I1JG (SEE FOUIDATI(YI PLAN) 2, CCtICRE'IE BLOCK WAIL ISE! fUtIDATICti PIANI 3. CUVI UIE BLOCK HER (SEE fCIIl"TI(PJ PIAH) 4. 4" w/8" 'IEl+UTE BIA K 5. CRAWL SPACE 6. 2xB JOIMS 1 12"o,c. (Wts/SQ. FT.. LL) 7. (2) 2x8 RIM JOISTS a. JOIST iLkN IERS 9. 3/4" iFLOOR DLt'XIi)G (APA RAPED STURD--I-FLOOR) 10. 2x4 SIUDS @ 16" ox. 11. 2x3 S1UDS @ 16" o.c. 12. 2x6 RAFTERS @ 24" o,c. u (C� SECTION 13. 2x6 JOISI'S @ 24" O.C. 14, RUIutICklE ANL710R 15, 2x4 TAIL. PAFI'L•'RS 24" o.c. 16. Ix4 PURLINSO 2'-0' O.C. 17. POOP SHEXIIIING (1/2" C.D. PL.Y't^WO NI 7/16" WAFE10 `IOW 18. 2x2 BLOCK LJG 19. 2A s'A-FASCIA 20, 1/2" C.D. PLYWOCO OR "'lE" WAFEWCW0 STRIP INSTAIJ.EII W"I:tl Bd ;:AIIS '1 8" o.c, 21. 1/2" V4= BLOCKI?JG 22, Bd NAILS @ 8" o.c. 23. 16d NAILS @ 16" O.C. 24. HNIT INEULATICCI IR191 25. axrr INSULATICt4 0111) 26. BA•I'r INSULATIU4 (Rill EF'FWrIVE R-8.77 @ 2-1/2"t) 28. 4" MEDAL FIREWOP WrIt1 SILL SEAI.E:R ENT 5 IEHE TI ON WI PYRIGI . IX l UD SECTION 29. 3 MIL VAI011 LSA111111:R' 30. 7 1/2" ROCKW1M F'III.ESICII' 31. SIV' FIASHItKi 32. CLASS A OR CASPrIALT SHINGLES ON I LAYER it 15 ROOFING FELT OR EQUIVALENT UNDERLAYMENT. 33. PERFOIWIED AL.UI'tINUM SOFFIT (FIEll) ,I;JSrAL ED► 34. lx 6 W;JOD "tUl 35, 1x8 WOOD TRIM 36. SIDING 37. RA.SCtIRY FACIIJG 38, WrAL WALL TIES 132" o.c. tIORi'ZC.tII'ALJ.Y AND 16" o.c. VERTICALLY) 39, 1/2" WATER REPF:LI.ESrr GYrsUM Sll£A'IlliNG 40, 1/2" DRYWALL (TYPE: "X") 41. 5/8" DRYWAtd, - IXITeKI1) FoK'l�f.� l�l��' f.1100 �WIIJR I�APi NOW l}lAr Ttlth Pcoi Nor Arrvi to Tkim. 91Ptvp4.(h 1114 N11VC A 01<it1G W yrD116 ITWCfK, ' ^(�'PE�� D�' MDDULJ✓5 Ve uzlw►N�3 SNo 185 a* vlF rtr:�rf (0,arKt1Gr10t4 M(i11 {GD1j, 1AD UI,tJ W1rt1 Ww , la►i1{�pRll, GGIUIJ(a Mowt,4 WNN 1ULF aAr ATvlevMt. LGIUNEI lliopme WI11-1 F1a,t/ zoNr (} FLAY GdlwHer LQtl�lrKLiGf Wl1 l�lE1•rI-1 vC� bl IIIIS VjkW Ai,+,CmI!,Ly,N VK` 4%t, 1h gV440 ALL)aP NIP NAL60 -to 1lfW�p /u' /&L&U Wr Gtl -nits hvitum1w.4 Eawout,C, `flit--,m l ) gA4cc,v 61W46t 14 AIWo ALLVA'1, ►.YlIM) &C6 'rD Wd 20 41UP5 tilt 'Dib 'Ketioltcca 416,41141A. T110 14Pu rft4lw{41►da h1,11) If) H6nICV PN AfjA[J0A6 lr 'li) 11,10 '1MtF 0IUI0 I ti GALtr, 0 our t!awl, oab- yi* 6(rfaul•i 611Cm► iq IS NAlt,Ev LrrlW),6 hwAd ftwi-r p a 'o Pt,) To twbl'D &)L. 4t p.& Wo'c"), DOL" Ps' AyrbUNt tr+16h(111E4Gi lb c7GVGV r!ArA rATr* h�W-ollc1ttintl>Gflvrl,lPlir�,n,t;),�.�p 1�,11t-dV IV (I'�IY,'ylf. WUgo bt�I'L6btvjl"o•c.) �n xubU WAtiwwoov i+lonttllr44 [h,Ph. IfiYhN 1rN)Nq- 24/o 7 N, etww tAfA. fWvv Loll7lttl,cnwl AP Il9- W0 hV VJAII,ep i�lr,' x I'�i" k I b et�uctr; 41 t) JA od.)7D 14''y L« D. 9Y.r`. lv n•C.) �'ItIS�IRrP Go111tTNc11DN M�111Ct) �D "lYi� OF�1[�DUt,6 FIELD HIS TALL 5 2 OxG� T 24' 97576'r__=4- [DIDETAIL 6DETAIL [Z)DETAIL PDETAIL 7/18 WAFERBOARD i" POLYSTYRENE INSULATION, 2 x 3'A_� ®DETAIL OPTIONAL (REPLACES TOP PLATE) 101 I2 2r 2DDETAIL SCALE 1 1/2"s 1'-0' 12 Q 17 15 21 E 5/tI100 FILLER NPPr FOR CEIL'C R L .PIS T) rlL7�5 t z AT 6'- Cr OPENING -- , otiLy 3�DETAIL A6.1 FIE LC) AL INSTLED T FRONT OR REAR WALL + O ti SIDEWALL + 26 18 -� - II [�)DETAIL REFER ro FouNDAr,ON PLAN FOR ALL FouNLAriOh El FOOfiNG A1,C-AiAGE tiouS DIMENSIONS, STIES, ANO LE fA.L NUEREtIcI ITEMS NOTED AS "FIELD INSTALLED ARE NOr A PART OF rt,E INDUS- TRIALIZED UNIT AUTrJORiIATION ININP 4'l'EI30 U•trtl) 2nuC r. 7oNG 6 - y.u._s 119 OP3 001 001 lio 000 001 001 ' 100 003 002. 0 0 1 I 10 006 002 002 ib0 00S 003 003 ' 70 O03 003 005 to Y� y1 u 1 I x 4 /AY1 2 2 2 � r_ r- I DETAI L (SECTION 1HRU SHEAR WALL) L(4-) I SHIM A REd'D. 22 DETAI L (PLAN OF COLUMN SURROUND I'. o" A1- INTERSECTION OF 4 MODULES) CODED NOTES: 1 1/2" C D PLYWOOD OR 7/16" WAFER BOARD. 2 1/2 CD PLYWOOD OR 7/16 WAFERBOARD STRIP INSTALLED W/ 7d NAILS AT 8"O.C. 3. 1/2" WATER REPELLENT GYPSUM SHEATHING. 4 112" TYPE "X" DRYWALL. 5. 518" DRYWALL. 6 R-II FIBERGLAS BATT INSULATION (EFFECTIVE "R" VALUE WHEN COMPRESSED TO 2 1/2"= R=8.77). 7. R-19 FIBERGLAS BATT INSULATION. 8 ' Veit- v,APOR BARRIER 9 fJlfd�_l�)��S RIDGE VEHF(FIE'L1) INSTALLED). IO x 3 1 Rlfvi (FIELD INSTALLED 11. Ix8 1F•:iM (FIELD INSTALLED). 12 1,14''x I"x 16 GA STAPLES AT 6" O.C. W/ coNSrki.lCI-ION ADHESIVE 13 3.'4" PARTICLE BOARD cwr 'ro LENGTH, ASSEMBLED AND 1ht APPED `N/ WALLTEX (FIELD INSTALLED). 14 FILL_ AND FINISH W/ JOINT COMPOUND AS HL')UIRED FOR FINISH BACKING FOR WALLTEX. 15 3/4" s-mUCrURAL- PLYWOOD (GLUED AND NAILED). (J copyrIF'ht 1984 by CARDINAL INDUSTRIES INC. 2 DETAIL (SECTION THRU CLEAR OPENING BEYOND SI-IL All -V/All) 3 h, I I\ - 1, # iPE(IYP) I ` 1k2 D F LARCH (TYP)--`- L— , SHIM AS REQUIRED �2> �FI1rn AS RFUUIRLD 8�DETAI L (PLAN OF COLUMN sul�l��>uNr� 11112"=,'-o" AT' IN-l"E kSE.CTION OF 4 MODUL ES) I DETAIL (PLAN of MODULE JOINT I "',' ()" W/ SHEAR WALL) VN, ROCKWOOL FIRESTOPPING (FIELD INSTALLED) 1/2'' coN rlNuous PLYWOOD `.PACER IDD E rA I L (PLAN OF JAMB AT ,,;,''-,'-o" SHEAR WALL_) ROCKWOOL FIRESTOPPING (FIELD INSTALLED) SHIM 17) REQUIRED' DETAIL (PLAN OF MODULE JOINT AT 11/2' I'-o" WALL -EXCEPT SHEAR WALL) -- - -- -- - -- w/ wALLT E X 3/4" 7- /4 SHIM AS. REQUIRED LIGHT SWITCH DETAIL SECTION TI-IRU CLEAR A OPENING BEYOND SHEAF WALL.1 � 1.1/ 2"=1� O" (OPTIONAL) t y�, „ s 3/1 2/1Y _ 4 q 4 TO L0 'cc, 3 _ rri ire S SHIM AS l a „ DETAI L(PLAN OF POST AT INTER- 11/�,. n" SECTION OF 4 CATHEDRAL CEILING MODULES) _I .I L 4 4� !� HLUUlNLU-- - — IDDETAI L (PLAN OF COLUMr,I SURROUND 11/2"_ -�," AT INTEFZSECTIOI`J OF 4 MODULES) SHIM AS a113 �. REQUIRED- SHIrA AS REQUIRED IO DETAIL (PLAN IOF SINGLE DEPTH. a COLUMN SURROUND) SHIM AS 5 l RFOIIIRFDD� 3/c4" FARTICLE BOARD CUT TO LENGTH, ASSEMBLED a WRAPPED W/ WALLTEX ( FIELD INSTALLED) I/4" x I " x 18 GA. STAPLES AT 6of O.C. W/ CCNSTRUCT- ION ADHESIVE. REQUIRED I3 DETAIL, ( COLUMN SWITCH) 11/2 - 1 -0 • 1 FIN. FLOOR LINE ell %IIL - 4 CONC. SLAB ON BACKFILL, THICKEN I11 I11 PERIMETER TO 6�' ( CONCRETE). 12 DETAIL(SE(;-FION T H R U CONCRETE E PATIO) DATE E3Y F1E V1`_>IC)f l�� PROJECT LOCATION 4/4/86 A.L.B ADDED DETAILS 13 a la /�OFFICES IZ(2� �r�►� IRFK;t L/CF6D tot tcirKuri v�lorA11,5 SHEET DESCRIPTION' - _ DETAILS VEf21F Y AI L- DIME-f\ISl0r\I..; Ar,11> ('( >NI )I 1 101`1` , 1 `)I FI 1/ 8'' r�ADI US T R I M "AI ii�.;ICARDIJNJAL ) INDUSTRIES INCURPORAT ED 8.100 Ea,,t Broad JtruErl Reynoldshur(l, Ohio 43068 Phone 614/863-2100 DF`;IGN DEPARTMENT [Mr, E� r JWF DATE- .10/23/84 SHOWN SHEE f NO - 1 ALTERNATING BLOCKING TO MAINTAIN ---------FIRESTOPPING AND VENTILATION. --ROCKWOOL FIRESTOPPING ROCK`NOOL FIRESTOPPING cl�z ' \ (FIELD INSTALLED) 14 (FIELD INSTALLED) t I -\ C .... LJ r-AIR SPACE �� �...---� �� r--AIFZ MACE t � I DDETAIL (SECTION OF CONDITION AT i RIDGE, BACK-TO-BACK UNITS -ONE CATHEDRAL_ AND ONE FLAT CEILING) — 2 x 3 TOP PLATE (2)-2x12 BEAMS I '1� tEACH62x12 NAILS BEAiM I `t �- 2 x3 STU D (STAN DARD) 6 d N A I LS Q 16"O. C. AI 50 5 2x 3's FIELD INS-rAI.tl') TO RECE11 E:. S I M U I ATE ) j BEAM(FIELD INSTAL[ Er ) DD ETA I L (SECTION THRU WALL W/ 1 1/2 -;'-C)LENGTH GREATER THAN 6' 0' FOR WALL LENGTH CONDITION LESS THAN 61_011 SEE SHEAR WALL DETAILS 3 AND b.) �[A r/ CODED NOTES: I 1/2'' CD PLYWOOD OR 7/16" WAFERBOARD. 2_ 1/2 CD PLYWOOD OR 7/16 WAF�RBOARD STRIP INSTALLED W/ 8d NAILS AT 8 O.C. 3 1/2'' WATER REPELLANT GYPSUM SHEATHING 4 1/211 TYPE 'YI DRYWALL. 5 5/811 DRYWALL 6. R-II FIBERGLAS BATT INSULATION (EFFECTIVE $IR" VALUE WHEN COMPRESSED TO 2 1/211= R= 8.77) 7 R-19 FIBERGLAS BATT INSULATION. 8 3 MIL. VAPOR BARRIER 9. Ix3 TRIM (FIELD INSTALLED). 10 Ix8 TRIM (FIELD INSTALLED). I�__ .I N,I DD ETA I L (SECTION OF CONDITION AT 110" r I)" RIDGE ID DETA I L (SECTION THRU .RIDGE SHOWING VENT AND CEILING CONDITION) ��AL OR .1 IUF2 3 IOFl �1 1 LI 0 2 II �- II o _I I � 1 � COPYRIGHT IJ8�1,86 SECTION (SECTION THRU MODULE 1/11"- 1'_0 W/ SIDE WALL ELEVATION) I I 2 x2 BLOCKING SPACED AT 16"O.C. 12. HARDWARE CLOTH (8 x 8). 13 DRIP EDGE. 14. CONTINUOUS RIDGE VEN'r(FIELD INSTALLED) 15. 2 x 6 RAFTERS AT 2411 0. C 16. CLASS AORC ASPHALT SHINGLES ON I LAYER # 15 ROOFING FELT OR EQUIVALENT UNDERL.AYMENT. 17 1/411 LUAN UNDERLAYMENT 18. JOINT TAPE 19 METAL JOINT COVER 20. EXTERIOR METAL FLASHING. 21. 1/211x 8" PLYWOOD BETWEEN JOISTS (TO IMPROVE AIRFLOW IN AIRSPACE) 22. 7/1611 HARDBOARD SIDING. © Copyright 1984,g�i by CARDINAL INDUSTRIES INC. DA-rE I BY I REVISIONS VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE OCCURS IN WALLS 8' OR GREATER. -�- OCCURS SHOR ER I rHANALLS SHEAR WAL AT4AND6 11 RD ETA I L (SECTION THRU ROOF WINCOWS ,1/2': 1'-o'SHOWING CURB AND EXTERIOR FLASHING) PROJECT LOCATION OFFICES /Yj 1 S oF-p i ,c,, AD D I T-< l SHEET DESCRIPTION DETAILS r \ `v i� DWN BY CARDI�JA ALB INDUSTRIES INCORPORATED DATE SCALE _ . SHOWN 8400 East Broad Street SHEET NO Reynoidsbury, Ohio 43068 Phone 614%863-2700 DESIGN DEPARTMEta ~_ UAT� �E�/DENT/4L ------�------- �0 ---- � � � \�A/ * ^ ~�LWD0N c� ' FEE m