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HomeMy WebLinkAbout3701 S Sanford Ave 22231 Addition MISt IN • 1 1 lNum"USTRIES INCORPORATED -- MIS OFFICE ADDITION, FLORIDA MIS OFFICE ADDITION, FLORIDA 04-NOV-87 03:30 PM SHEET # TITLE COVER SHEET C� AO-1 NQiES AO-2 ABBREVIATIONS AND SYMBOLS AO-3 SCHEDULES AI-I BUILDING PLAN 5 AI-2 CONFIGURATION AND ELECTRICAL PLAN A2-1 FOUNDATION PLAN A2-10 WIND ZONES AND FOUNDATION DETAILS A2-12 FOUNDATION ANCHOR DETAILS 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 A7- 1 DETAILS A7-2 DETAILS LL' ( �` ,� C'ARDItJAL. It�1DUSrTZIES IiJG. ' w �E`1 -- - �r CARDINAL INDUSTRIES INCORPORATED U � 'L <i I cv �• o. ^� Y`� Q, - (� N c yr Q a (%�� S. S/�.hIFOR-L� f�vE• O O-,9L 2040 SOIJ fH HAMIL TON ROAD 370 1 S . SANFORD AVENUE 1 911 o u a 1 Foq�) �(o>� 1D,4 1) } N ,} COLUMBUS , OHIO 43232 SANE= ORD . FL.OR IDA 32771 rn Cl l� '�� '^61 r<, PHONE: 6 1 4/86 I -32 1 1 PHONE: 305/32I -0220 ,v u % I 8400 E . BROAD STREET 333 4 . HAMMONDS FERRY ROAD I 86 p c ' p �, z ~�� ��� REYNOLDSBURG , OH10 43068 GLEN BURNIE , MARYLAND 2 106 1 `� i' PHONE: 6 1 4/863-2700 PHONE: 301 / 760-7600 p aNl ,'V d H71V� / � rc' S L U� col c c f1 ' U t �A,;.�, 5pl 1 S vra �t -rI-' -'' -' 4601 WELCOME ALL ROAD ' , 0/ .81 -t •Ft t�' 6 ,G 1171V� w� 0 w� a -II ', COLLEGE PARK, GEORGIA 30349 w ru vitro ut a ,N1 tf : f d w v b ui a,,� � PHONE: 404/768-8 102 r UJ vi �• � ..j i! i v , L V't ► f u° v , c v z a ' 9 0 1 9 -A D I Jr1 O D W V �1 J _ �. t �. V. c.6v C]OOM .1�1U1.S rf' -� ©COPYRIGI-IT BY CARDINAL INDI_JSTRIES INC. `} 14 z - 0,99 :v.2►'9� o o vQ a 0n-0 a Sao r ►-oo „� INITIAL DISTRIBUTION DATE 0w �. -iVA'Dr+o:'. vo n< u .au�i' a CURRENT DISTRIBUTION DATE ; k 4. Z�.�� �IDn. �-_') �� 1 ENGINEER'S SEAL ARCHITEC-r' S SEAL SET NUMBER --• �� 00.0001 v D (J N Ln * c� iwU a�(�I 1001 ' %_ _ •� re t~ p a17�1TlotJ� SANFORD FIRE DEPARTMENT \A 1303 FRENCH AVENUE SITE LOCATION MAP / SANF D, FL - FRENCH. 3277 irivnrr,il-r rna -r rnnnrnini rr:nii�. rc: rcc rn:rr, -rcrru Anr,u: 2 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 CODE with 1986 revisions and the NFPA LIFE SAFETY CODE, 1981. 2. Dimensions govern on all drawings. Do not scale. Dimensions are to faces of finish materials unless noted 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. PLUMBING NOTES 1. The Plumbing systems as defined herein or in the Site Specific documents are designed to corrply with the applicable provisions of the STANDARD PLUhflING CODE. 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-cornbustible material. 1 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 and 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 temperature & 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 V 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 plumbing installations. b. Chlorinated poly (vinyl chloride) (CPVC) plastic hot -and -cold waater distribution system ASTM D2846. c. Polybutylene (PB) plastic hot -and -cold water distribution ASTM D3309. C. MECHANICAL NOTES 1. The Mechanical Systems as defined herein or in the Site 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. Hat louvers shall be field installed. 3. Ridge vents shall be installed within two weeks after setting modules. ELECjRICAL NOTES 1. 'rho 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. All 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. 5. 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 fighting layout. B. 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 bottorn of al l per-imeter footings shall be riot '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 fi11 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 compacted to a modified proctor density of 95% or per direction of the Soils Engineer. 9. Concrete for footings shall have a rninirms.un 28 day carpressive 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 perimeter 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 be= 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 rnil polyethylene with al 1 joints lapped a ruin imx.un of 4" shal l be instal led over the entire ground surface of the crawl space. 16. A miniman 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 MCOULE 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 form buildings as indicated on the site plan. 2. The buildings -formed shall comply with the applicable sections of the STANDARD BUILDING CCOE 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 modification. 4. The project development as defined herein or in the Site Specific docurents 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 is provided to all comnn spaces. 5. A handicapped restroon shall be incorporated into every building which is carposed from the various configurations as shown herein. 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 1. HEATER SYMBOLS D. D. INSIDE DIAMETER , INSIDE DIMENSION) IN, INCITES A/C AIR CONDITIONER INST. INSTALL ARCIIITECTUFtAL MA_TERIAL INC)ICAfIONS A.F.F. ABOVE FINISH FLOOR INSUL, INSULATION SECTION O BUILDING SECTION NO. � t��,1 CONCRETE A.I.C. AMPERE INTERRUPT CURRENT INT. INITERIOR ALT. ALTERNATE INV. INVERT BLDG. SEC. REF. ,, ' j /� l r BRICK MASONRY ALUM. ALUMINUM J.BOX JUNCTION BOX (SEC. NO./SFIT. N0.) ._1�1 APA AMERIC�.N PLYWlOQU ASSOCIATION. JOINT O WALL SECTION NO. CUNCfZETE tAASONRY ASSY ASSEMBLY BARD JOIST IDS WALL SECTION REF. `��t` �� FREE DRAINING BD. LESS. POD (SEC. NU./SHT. NO.) AGGREGATE BLDG. BUILDING L.F, LINEAL FEET D DE'FAIL NUMBER FIBERGLASS INSUL. BTM. BOTTOM LOC. LOCATION BTUH . BRITISH THERMAJ_ UNITS PER HOUR MAG. MAGNETIC DETAIL REFERENCE D / WOOD -ROUGH CAB. CABINET MAS. MASONRY (DTL. NO. /SHT. NO. DIMENSION LUMBER CFM CUBIC 'FEET PER MINUTE MAX. MAXIMUM ELEVATION NUMBER WOOD- FINISH C.J. CONTROL JOINT MOD. MODULE CLNG. CEILING MIN. MINIMUM /� ELEV. REFERENCE �`� ft� PLYWOOD CMU CONCRETE uASONRY UNIT MSG MANUFACTURERS STANDARD GAUGE L � � (ELEV. NO. SHT. NO. COMB. COMBINATTON MTD. MOUNTED �`�� MODULE DESIGNATION � J a REFERENCE NO. ����{{��If'��(��j�� W1Wllllllll� SHEATHING COivIP COMPACTED MTL. METAL CONC. CONCRETE NEC NATIONAL ELECTRIC CODE O CODED NOTE REF. NO, MODULE INSIGNIA CONN. CONNECTION NFPA NATIONAL FIRE .PfiUrECTION ASSOC. LOCATION CONT. CONTINUOUS N.I.C. NOT IN CONTRACT O SCHEDULE REF. NO. CONTR. CONTRACTOR NO. NUMBER DIAL DIAMETERN.T.S. NOT TO SCALE MArCrI LINE DISP DISPOSER O.C. ON CENTERS DIM. DIMENSION O.D. OUTSIDE DIAMETER, OUTSIDE DIMENSION DRWL DRYWALL 0/0 OUTSIDE TO OUTSIDE DIMENSION ELECTRICAL $ SINGLE POLE SWITCH DS. DUUNSPOUT OPG. OPENING SINGLE RECEPTACLE $2 TWO POLE SWITCH pTL DETAIL OPP. OPPOSITE OUTLET ELEC. ELECTRIC P. B. PARTICLE BOARD DOUBLE RECEPTACLE `?3 THREE- WAY SWITCH ELEV. ELEVATION P.C. PULL CHAIN OUTLET EM. EMERGENCY PERF. PERFORATED RECEPTACLE OUTLET FOUR WAY SWITCH EQ. EQUAL PLLAM PLASTIC LAMINATE SPLIT WIRED EXH. EXHAUST PLUMB. PLUMBING 206 OR 240 VOLT I/1 TELEPHONE OUTLET EXP. EXPANSION PLYWD. PLYWOOD RECEPTACLE OUTLET EXT. EXTERIOR PNL. PANEL (� RECEPTACLE CUTLET ® CABLE TELEVISION FLOUR MOUNTED SERVICE LOCATION F.B. FACE BRICK DRAIN PSF POUNDS PER SQUARE FOOT SPECIAL PURPOSE � f SINOI_E STATION F. D. FLOOR PSI POUNDS PER SQUARE INCH RECEPTACLE OUTLET 5M01<E DETECTOR EDA. FREE DRAINING AGGREGATE PTAC PACKAGE TERMINAL AIR CONDITIONER ( SPECIAL PURPOSE , � SUPERVISED FDN. FOUNDATION PTHP PACKAGE TERMINAL HEAT PUMP CONNECTION SMOKE DETECTOR F.1. FIELD INSTALL REINF. REINFORCING � JUNCTION BOX 1.{ DOOR HOLD -OPEN FIN. FINISH REF. REFRIGERATOR, REFERENCE DEVICE FLD. FIELD REG, REGISTER �FFIERMUSTA'T 0 FIRE ALARM FOLpG FOLDING R.O. ROUGH OPENING MANUAL STATION , F.M. FACTORY MUTUAL REOD. REQUIRED SINGLE� MOTOR PHASE Q -THERMAL DETECTOR FPHB FROST PROOF HOSE BIBf3 SEC. SECTION, SECONDARY F.S. FACE OF STUD S.B. SPLASH BLOCK THREE PHASE MOTOR �J FLUORESCENT LIGHT FT. FEET SDG. SIDING FTG, FOOTING B F SQUARE FEET — FAN/ LIGHT (� EXIT LIGHT GA. GAUGE SHEATH. SHEATHING INCANDESCENT _ CEN,-r LIGHT EMERGENCY GAL. GALLON BHT. SHEET CEILING MOUNTED EGRESS LIGHT GALV. GALVANIZED STL. STEEL INCANDESCENT LIGHT FIRE G.B. GRAB BAR STD. STANDARp K� WALL MOON FED FE EX'TINQUISHER GFI GROUND FAULT INTERRUPT SURF. SURFACE FAN P GWB GYPSUM WALLBOARD T r� G TONGUE AND GROOVE P U M B I N G IPHOTOCELL T.CONTROL LIGHT. GYP,, GYPSUM T Q P TEMPERATURE AND PRESSURE HDBD HARDBOARD TYP. TYPICAL "W— WATER SUPPLY — GLOBE VALVE HD HUB DRAIN U.L. UNDERWRITERS LABORATORY —C— WA -TER SUPPLY- COLD GATE VALVE HDW. HARDWARE U.N.O. UNLESS NOTED OTHERWISE S HID HIGH INTENSITY DISCHARGE VB. VAPOR BARRIER —H— WATER SUPPLY -HOT —D\1 FIXTURE SUPPLY STOP NM HOLLOW METAL VERT. VERTICAL WATER SUPPLY - A HOR1Z. HORIZONTAL W/ WITH ___ R— CIRCULATOR• RE-ruRN CHECK VALVE HP HOR5EROWER WD, WOOD �, ` G— NATURAL GAS PIPING — TP "TEMPERATURE B PRESSURE RELIEF NPF HIGH POWER FACTOR W.FITR. WATER HEATER HPS HIGH PRESSURE SODIUM W.R. WATER RESISTANT —F_.. FIRE PROTECTION SYSTEM PIPING _ p PRESSURE GAUGE HR. HOUR W.W.M. WELDED WIRE MESH —D— BUILDING DRAIN —W — WATER METER IL PLATE CENTERLINE —SAN-- SANITARY SEWER — GQ— OAS METER 1 ROUND, DIAMETER �w� AT -- ST— S'raRM SEWER 1D 3! POUNDS, NUMBER �— ..— VENT PIPING L ANGLE DA-FE BY REVISIONS PROJECT LOCATION _ DWN BY 10/16M't JWF LEF'r-HAND EIORDER(AND INFORMATION ON SHEET) SHIFTED RIGHT OFFICES A.L.B DATE SCALE3/21/t36 Copyright 10130/86 KAE ORIGINAL PUMIGAIMN I)ArE -mm sH�'E"r NUMI5ER].CARDINAL INUUSTFlIE5INCURPORATEp NONE A.L.l3 DEl E'rE NOTES17/31/84 8400 East Broad Street • SHEET DESCRIP TION S F iE E r NO Reynoldsburg, Ohio 43068 by CARDINAL INDUSTRIES INC. Phone' 614/863-2700 ABBREVIATIONS, SYMBOLS F DESIGN DEPAR WENT ,, VERIFY ALL DIM ENSIGNS AND CONDITIONS A�r Sl-rE - DOOR SCHEDULE N N 0 9 .• u w vY: N•a • ,.. 44 N ►. I.. °.° .• tR V 144 L01 `4 1,4 1.. k .. w u 0 .. auk z a ►� ►� LA 0 K oC x 41 r 1 � a , • �i � ti ti g j�yj1� LA A .�i p[a N { 1 x 6'-8" bl-Fold F I 8 2 3'-611 x 6'-B" W-SC F E D Tempered Glass- 3 3'-6" x 6'-8" W-SC F E C 3' - 0" x 6' -8" 1-1-11C F E D TEMPERED GLASS S 3'-0" x 6'-811 hi -Fold F I 8 6 3'-0" x 6'-811 W-SC F E C UNDERCUT FOR B 3'-0" x 6'-8" H-IIC 5 E C RESTROOMS 8 3'-0" x 6'-8" W-SC r E F Tem oral Cl>,rna 9 3'-0" x 6-8" W-F(C F I C PRIVACY LOCK B 10 3'-0" x 6'-8" W-SC 9 I C 11 3'-0'. x 6'-8" -HC F I E Louvered 12 3'-011 x 6'-8" W-SC F I 13 3'-011 x 6'-8" 01-Fold F I A 14 2'-0" it a'- 0" W-SC r I: G is 2' -8" x 6' -8" W-Ilc F I C 16 2'-811 x 6'-811 W-IIC F I E Louvered G w/ 17 2' -811 x 6' -8" w-SC r I C ME Al- FRAMES IA 2' -0" x 6' -A" W-IIC F 1 C 19 411- 0" x 41- 0" 8(- Fold r I 20 3- 0" x 6'- 8" M- HC F E G A It 10;11il 0 F/I Z n n S clove rr«W Ilue1►c1 Wx/4110) 1/JAr1AID w.►I Irvr'I HEATING /COOLING UNIT SCHEDULE Air Cundltloning Hodele (with realatrnea 1►natlnK) Ilr It Purnp mo(IcIa UnIE' Numb ur 1 2 ] 4 s 5 6 7 g to A2H368 A48568 A3H668 A28768 A2B768 A2838B AM11H A1H(rH8 A3088 A3B788 Hodu 1 Number I)KA1. DAAI. 1)AA1. DJAL DJCS I)AAI. DAAI. I)AA1. DIAL DJCS ' 2 '10 230 230 2 30 230 230 2 )0 130 230 230 VoltaKn ZOH 208 108 208 2oB Z08 208 20B 208 Zoe Wu t[ a g n 35I5 3650/ ff 3650 5z8o SZBo 3� 60 3 ¢90 3490 5 I 1 O 5110 2925- 30zS 3000 4330 4-3 SO ' 4830 ZB�o L8�0 . 4-I80 4180 EEH(H'fUll/Wntt) .2 9.3 L 8.3 8.6 8.3 8.3 710 7.0 7.0 7.0 8.7 9. 1 8.2 8.4 1.7 8.0 6.1 6.7 OuLmlilu Air VeIlturl (clm). 60 60 60 60 80 60 60 60 60 60 IITUII bHU11 8601) I1900 6900 9001 I2Uu0 141on I41oo Corr1InK 0800 H600 11600700 742-- 6BOO 8')n0 IIBOI; 3900 13900 HTllil Ilu w t t "K. 1 El )00 1 1 600) l 1600 1 7000 17000 1 1900 1 190( 1 1 400 113U0 17300 (Nuulutuncu) 840(I )500 9500 1390( 13900 9100 9100 9]00 4100 14100 I)TUII Ilene InK 6400 8800 11 300 13100 13700 (Ilcut Pump Hi)rle) N.A.• N.A. N.A. N.A. N.A. 6300 8600 1000 3600 13600 2.6 2.6 2.l 2.2 22 COP N.A. N.A. N.A. N.A. N.A. 2.6 2.6 2.4 .2 22 K �r y 1d1 w' �owrlrt DATE BY REVISIONS 4/4/ 86 A.L. B NEW FORMAT. A © COPyfIQhi 7/24/86 . L S B B ADDED SPE IAL FEATURES 9/zz/86 ESS APPEP P00,9 1*17 1986 by CARDINAL INDUSTRIES INC, VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE V WINDOW SCHEDULE z z M w C9 a: J J z z O W LLJ Oza O' w JJ d O I- Q FF-- N wOa z O XJON O Oca z0 JO Q3: W. w J <L O x .. N O r -j N w N z l;; :; O V: Q }i w (1) z O 0 2 w Q_ a g a O z ww 0 3 c� a 3 0 A 1-4 x 4-4 F' D W u None N 4-0 x 4- S n A y 6. 2 Sil Ft . w OR Y Of C 4-4 x 4 H oA 3 n A x U 6-8 x 4- F D W z NONC L (2)•3-0 x 0-0 8H D A A V 12.0 50. FT. !� 5-4 x 5-0 Bill U 6.75 SO. FT. G, I It 6-0 x 4- 6 s D A s IZ ,16 SQ. 1pr- H 4'-0"x 4'- 6" S D A T 7.87 5q - �T 1 Tt:NrLNED GLA�� (t1►r.) PHOJECT LOCATION OFFICES • .11415 OfrfiG6 ADP 1770d 61-IEET DEEZRIPTION SCHEDULES . \lam Dwr1 BY CARDINAL LSB >f�DUS1RrEY u+CUHrUf1AlE0 DATE SCALE 4/4/86 NONE 8400 E.&l Broad Sliaol :,HLLT NO Raynordsourp. Ohio 430" Phone' Q t 4/BtlJ-2100 AO-3 ; li i FOUNDATION: AZ-1 CON P-IGURArION/V-L ECTRICALD AI-2 A V LOAD PANEL CIRCUIT DESIGNATION SHEET fl LOAD PANEL B.E. ILK 1612 F -------------------------------------------------------------------------------------------------------------------------- 125 AMP 120/240 VOLTS W/SOLID NEUTRAL. ,.---------------------6----------------------------------------------------------------------------------------------------- r SINGLE PHASE 3/WIRE 60 HZ MAIN LUG -- 60 AMP MAIN F USAd-DISCOHNECT -----------------L-------------------------------------------------------------------------------------------------------- .FEED PANEL WITH 14 AWG CU IN 1 1/4 IN. CONDUIT I _ LOAD I MOD I WIRE I BRK/P ICIRCUITI BAK/P I WIRE I MOD I LOAD I ILIGHTING 6 RECEPTACLES 1 930 1 12-2 1 20/1 1 1 2 1 20/1 1 12-2 1 062 ILIGHTING 6 RECEPTACLES I I---------------------------------- 1------ I ------ I ------- t------- I ------- I ------ I ------ t----------------------------------I IZONELINE ' 103B 1 12-2 1 20/2 1 3 4 1 20/1 1 12-2 1 062 ILIGHTING L RECEPTACLES I I---------------------------------- I ------ I ------ 1------- I------- I------- I------ I------ I----------------------------------t I7011ELINE 1 030 1 1 1 5 6 1 20/1 1 12-2 1 060 [LIGHTING L RECEPTACLES I I---------------------------------- l------ I ------ 1------- I------- 1------- 1------ I------ I----------------------------------1 IZONELINE 1 062 1 12-2 1 20/2 1 7 8 1 20/1 1 12-2 1 060 ILIGHTING 6 RECEPTACLES I 1---------------------------------- 1------ 1------ I------- 1------- I ------- I ------ I------ I---------------------------------- I IZONELIHE 1 062 1 1 1 9 10 ! I I I I---------------------------------- l------ l------ t------- I ------- 1------- I ------ 1------ I----------------------------------1 IZONELINE 106E 1 12-2 1 20/2 111 12 1 1 1 I 1 1---------------------------------- 1------ I ------ I ------- :------- 1�------- I ------ 1------ t---------------------------------- I IZONELINE 1 060 1 1 tl3 14 i 1 I 1 l I---------------------------------- I------ I ------ 1------- 1------- l--- :--- I ------ t------ 1---------------------------------- 1 1 ! t I 115 lb ! I I I1 --------------------------------------------------------------------------------------------------------------------------- ALL CIRCUIT CONDUCTORS ARE 11111W COPPER S6'0"t c0 COPYRIGHT 1987 CARDINAL INDUSTRIES 'CNC. TECH,TSIRLB CrI REVS':.: DATE/ AntimINAL F INDUSTRIES INCORPORATED 8400 E. BROAD ST. REYNOLDSBURG,OHIO 43068 PH# (614) 863-2700 BY/ CKD EXISTING MODULES TITLE: CONFIGURATION AND ELECTRICAL_ PLAN DISTRIBUTION DATE: MIS ADDITION ' PROJECT LOCATION: SHEET 1\1O: SANFORD, FLORIDA BY:RLB DATE:II/02/87 MASTER NO: A I _ 2 CK:XXX DATE:00/00/87 XXXXXXX , 1 . Qc COPYRIGHT 1987 CARDINAL INDUSTRIES INC. "TYPE C" FOUNDATION ANCHORS - ANCHORAGE TO FOOTING (TO RESIST SLIDING AND OVERTURNING) (4) 1/4"X2 1/2" LAG SCREWS EXCEPT OUTSIDE CORNERS WHERE ONLY 2 LAG SCREWS ARE USED. ♦ - ANCHORAGE TO MODULE ONLY (TO RESIST SLIDING) USE (2) 1/2" X 4 1/2" LAG SCREWS. TECH, TSIRLB REVS: DATE/ BY/ CKD LArtlJlvNwwAL 0 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 LONE 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: Sf-IFFY 1\10: A2-I v 19 ' ■� OKALOOSA SANTA +��} ROSA WA LT( ZESCAMBLA 10 ACKSON JEFFERSON WASH. GADS EN CALHO N I BAY LEON MADIS WAKULLA LIBERT TAYLOR 90 MPH COLUMBIA NAS AU I LTO UVAL 'AN EE BAKE BR FOR) ST. F FRANKL CLAY J01 ✓f GIL- CHRI T PUTNAM LAFAYETTE DIXIE LACHUA LEVY MARION CITRU UM HERNA PASCO HILLSBOROUG PINELLAS--•,, SARASOTA — CHARLOTTE FLORIDA WIND ZONES AND WIND SPEEDS GENU AL NCM S A. Coastal Building Zone Guidelines'K W1h 00 c). 1. `1'he Coastal Building Zone is located 1500 feet (5000 feet for coastal barrier islands) landward Prom 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 0itergency Management Agency and shown on the Flood Insurance Rate Maps. 3. All land areas in the Florida Keys are included in the Coastal Building Zone. AG4ER LUSIA LAKE ��NI ORANGE OSCEOLA REWARD 100 MPH POL K INDIA RIVER ATE HARDEE KEECH EE 5I HIGHLA LUC DE SOTC ARTIN GLADES 1 ."'PALM LEE HENDRY BEACH/ i COLLIER BROWARD DADE 110 " ' MPH MONROE 110 MPH 4* MAID M�;ONAY BLOCK ON. e --'-� TER61ITL BLOCK \ t 12"A 16" CONCRETL / DLOCK (f Yr ) 3 Fu O I / I ► ED" OF MoVULE EQUAL (, ._•_.• EQUAL'. ._ - .. _.-------- _----------- ' v •a Q lT N lV lv 'M 0 G U W o p p o 2_6; (�cxw I�st 1 (2,300 PSF) 5'-2" (2000 PSE) BOIL BEARING CAIMCITY (TYP,) DPIER DIMENSIONS 3/4 • * 1'- 0" APPLY UAND (SDAkD _� vv�k 11A11.� EDL,E of 6p ItAre �tiDbuL� 444 I� 61.16F0u1qDA-rI0N VI<N`► �. :O --• j. _I II T- — II I ��• �°' •'- i ii I II I O OVNUAnoN vCNT II I �► I,� it - t--` �" BI,oc e ve,J-r• I-q -- I � #q KE 5�1K CoNC. WALK ' p�. `• DF01-10PATIONVENT GErAIL I-VL =1-0 CONCRETE BLACK PENIMEfER WALL o EDGE OF D 0 D ► y MODULE 1�—.---( . d 0 0 - o RE MOVA BL E L `-GUARD FOUNDATION ACCESS / D VENTILAT ION DOOR VENT SCREEN (FIELD INS PALLED) REMOVABLE GUARU (FIELD INSTALLED) '►- 2" MINIMUM .//- :GRADE IY 'w +- GALVANIZED AREA WELL (4.5 SO. FT. NET VENTILATION) (FIELD INSTALLED) . C h� Mu d , 2" MINIMUM GRAVEL FOR B" I'-4N EFFECTIVE DRAINAGE GALVANIZED AREA WELL, VENT SCREEN AND REMOVABLE GUARD SHALL BE SUPPLIED BY CARDINAL INDUSTRIES AND FIELD INSTALLED BY FOUNDATION Wi NACTOR. DFU ZNPAo10 0 V E'kJ T D ETA'IL. NOTE : yF Sit S AZ- v; A2-f , AZ- IkL I,"-- IZ FOR -rYFi&A, w�fioN� of AW ODK5, m6Ho • vuw1 6, Am PeQU(ten MINIMUM FooTI N61 51265 ALL MATERIALS SHOWN ON THIS SHEET ARE FIELD INSTALLED AND ARE N07 PART OF THE .INDUSTRIALIZED UNIT AUTFIOftIZATION. 7 n 10 i IIm ' 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 Vv hAILL, Y A 311- p-p" CANGNOK FLATe : x 3" x 2"x 7-Yt" Lpl,t(;f 'die I�A.�IaLe (11�7-us N{I'F) 6 M' NoL fi `�i�' plsl NOLE(ID�-115 MPN) 5/6 QA-01LE 0-9D MFN_>d _ _ I 3 ETA I IL w TYM A "' >4W 09 METHODS OF CONSTRUCTION FOR "TYPE A" ANCHORS raft cable -ebar in footing) :34 Rebar (8o,`10 •1 loo mt,P I) tl 5 Re -bar ( 110 115 MPFf) (GorIT�nI�0U5 �N/ I'-(o" LAP) I pE�r>�Il. "TYPE A" .AW flk 111 _ I I_ 011 - Strap Is connected to nwdule as follows: - 115 mph wind - (14)'N 20A nails (.192" diameter)/strap (� _ I —1�� 110 mph wind -, (12) N 20A nails (.192" diameter)/strap 1•, �'.-� • - 100 mph wind p - ( 9) N 20A halls (.192" - 90 mph wind - (12) 8d dlameter)/strap dlameter)/strap , nails (.131" 80 mph wind - ( 5) 8d common halls (.131" diameter)/strap NOTE: Straps occur under vertical battens so as to extend .1. 3' up onto module (over stud). lit,," wide galvanized metal. strap 10 gauge strap: 100-115 mph wind 16 gauge strap: 80- 90 mph wind NOTE: Block is not grouted. Strap is placed sideways in top course so as to occur in mortar joint. I #4 rebar (80"q04 fco MPH) •��•--yy�� �W I kI I✓5 reb£1'r (I1 D "11$hIPH) (l�nl"rIHUDUz✓ w/ 1'-6° 1 Ap) ' `1YP>i v" �NGNot� 1. 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 5/1611 (± 1/16") from bottom of module. 6. Modules 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 bottom of module. This will remove any slack in the cable. Lead hole for 1�11 x 41 " lag screw shall be 3/8". No 1.Pad hole is required for `," x 2= " lag screw. • Y4-'PLAN 4!/2" KADIUS3u %q V Iwo 9j� VIA. VAr (TKADE 90 r � ( go- 111) MPH WIND) ` ` ` 3/��' DIA. fSA12 (aKADE �O r W 4 RebgrS (�; i0 �1(jMPH� :115 �bars(►1ok115tn�1) ' (cotirw�ous w/1'-�0" t;aP) 4" 50LID MASONRY . BLOCK OR'b" TEKMITr E5L,6%K IZ" x 10" 60kGKC-T, L3i(2„x131VL wpl AI L--- TIve L,• AIzHoK I` II`011 7r,2 Z 12 7 PI EK ANUM -PFTA I L- C T(PE M ° %}' (;fA1,YAN12ED AIitGRhF(Ck61,E 1 c I I ' ` •` ' ' -�— 04 KWK,A2.-11 � T1fF' ML- L&ATIQMS 4f s 1ttege. (Ito 115 wo y,vT (coNrlNvo�, w�l'-6"1.AY� 0f AWIM jANGfMOK �GCAIl,�i, �1N0 ,;, i �% ►i ?,,OqulR6p MINIMOM f00fl* 5r465. 1. , IT ALTEt� NATE ANCE-IU1U.E'('AIL Crm A A, ly0" II 1 ALL MATERIALS SHOWN ON "mis SHErrET ARE FIELD 'NSTALLED AND ARE NOT PART OF THE INDUSTRIALIZED UNIT AUTHORIZATION. 7 L 1) ALL MODULES (EXCEPT THOSE CONTAINING RESTROOMSS) WILL TUfIILIZE two 20 AMP 1 POLE LIGN�TpING CICRCiU�pIT AND ONE JUNCTION BOXELOCATEDCASOSHOWN. E CIPT12-201�1�dtPA21POLETHVACLOAD CCIRRCUITSfIN DOUBLEEOFFICOE(�h1pDULE3. 2) WATTAGE FOR EACH LIGHTING CIRCUIT MILL NOT EXCEED THE MAXIMUM FUR A 20 AMP 1 POLE CONTINUOUS DUTY CIRCUIT INCLUDING ALLOWANCES FOR .IIDUCTIVE LIGHTING LOADS. RECEPTACLES ARE INfENDED FOR GENERAL USE AND ARE CALCULATED AT 180 WATTS EACH. 1 p 3) FACTORY WIRING (IN THE MODULE) IS 12-2 W/G NI4 CU CABLE (90`C). FIELD WIRING FROM THE LOAD CENTERS TO EACH JUNCTION BOX WILL BE IN ACCORDANCE WITH NEC STANDARDS, 10 SERVICE ELEVATIONS, SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNA(IONS WILL BE SPECIFIED UNIQUELY FOR EACH BUILDING AND SITE, LAYOUT. SWITCHING FOR ALL MODULES EXCLU_ DING III- 103/4 OFFICE FLOOR PLANS: VARIATIONS SCALE. 1/8"= I'-0" 5�6,7, 0 311 J BOX U Y G I SEE NOTE I I I A -2 i EAVE LINE EAVE LINE FLOOR LOADING: 50 PSF LIVE LOAD. BASIC MODULE- BOTH SIDES OPEN BASIC MODULE -BOTH SIDES 0 PEN OFFICE ELECTRICAL PLAN OFFICE —o-F-FLOOR PLAN inn rTTSCALEt 30 - I-0 SCnL�_ � 3/El I O / '}4 lr OPTIONAL ZONELINE—SEE SUITE CONFIGURATION SHT. i a ti 0 ul o, 91 0 IF N Flq a 14 in OFFICE FLOOR PLAN • VARIATIONS SCALE : 1/8"=11-0" 17 NOTE* WHERE CORRIDORS OCCUR THE OPENNING SHALL BE A MINIMUM OF 44". ELECTR KAL NOTES: 1) ALL MODULES (EXCEPT THOSE CONTA14ING RESTROOMS) WILL UTILIZE twO 20 AMP 1 POLE IGHTING CIRCUIT AND ONE 20 AMP 2 POLE SPACE CONDITIONING CIRCUIT ORIGINATING AT THE LOAD CENTER AND MELD CONNECTED 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 DUTY CIRCUIT INCLUDING ALLOWANCES FOR INDUCTIVE LIGHTING LCAUS, RECEPTACLES ARE INTENDED FOR GENERAL USE AND ARE CALCULATED AT 180 WATTS EACH, 3) FACTORY WIRING (IN THE MODULE) IS 12-2 w/G NM Cu CABLE (90'C), FIELD WIRING FROM fNE LOAD CENTERS TO EACH JUNCTION BOX WILL BE IN ACCORDANCE WITH NEC STANDARDS, lt) SERVICE ELEVATIONS SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL BE SPECIFIED UNIQUELY FOR EACH BI►ILDING AND fi rE LAYOUT, SWITCHING FOR ALL MODULES EXCLUDING III-10.3/4" EN"rRY MODULE WILL BE AS SHOWN. FOR SWI,rCHING OF ENTRY MODULES SEE SUITE CONFIGURATIONS 6�3 TEO k .7GG rry r � r ,I EAVE LINE EAVE LINE-/ FLOOR LAADINU, 50 PSF LIVE LOAD. OFFICE ELECTRICAL PLAN OFFICE FLOOR PLAN SCALEr 3/8r =i-U'r._— -__-- — _-- SCALE. 3/8r 1�:-Ur DATE BY REVISIONS 4/4/ 86 ALB CHANGED SHT. 4t FROM PD TO A4 - 5 A © Copyright 7/24/66 LSB ELECTRICAL CHANGES 7/24/66 LSB C ADDED NOTE IT 1984 6/z/E�7 aMe AVV0 \/AKv\ncN by CARDINAL INDUSTRIES INC. VERIFY ALL DIMENSIONS AND CONDITIONS A'r srrE *OPTIONAL ZONELINE-SEE SUITE CONFIGURATION SH'r. PROJECT LOCATION O FFI CLS Mi s oFr icy AD-D I -r«c SHEEr DESCRIPTION OFFICE UNIT W/ VARIATIONS [•CARDINAL INDUsrmis P#ccxwfxt ArEt) 8400 East Broad Strut Reynoldsburg, Ohlo 43068 Phone: 614/863-2700 DESIGN DEPA11T►dENT DWN BY MFS/BSK P6 DATE SCALE 7- 31-84 SHOWN SHEEr NO 0 m t) ;0-- WAT E Rj METER RO co BRD w OFFICE FLOOR PLANS; VARIATIONS SCALE: V8"= I'-0 a Is © Copyfighl 1984 by CARDINAL INDUSTRIES INC. + .HEATER V I OOO w 0 ELHI iI CAL To E : 1) ALL MODULES (EXCEPT THOSE CONTAINING RESTROOMS) WILL, UTILIZEtwo 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, 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 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 W/G NM Cu CABLE (90'C), .FIELD WIRING FROM THE LOAD CENTERS TO EACH JUNCTION BOX W1LL,BE IN ACCORDANCE WITH NEC STANDARDS, 4) SERVICE ELEVATIONS SERVICE CONFIGURATIONS, AND CIRCUIT DESIGNATIONS WILL.BE SPECIFIED UNIQUELY FOR EACH BUILDING AND WE LAYOUT, II'-10.3/A" A63 �— -nI WINDOW BLDG. v SEE BLDG. PLAN JINDOW •i Box I I SEE NOTE I IA3 M I EAVE LINE - SWITCHING FOR ALL MODULES EXCUDING EAVE LINE ENTRY MODULE WILL BE AS SHOWN. FOR SWITCHING OF ENTRY MODULES FLOOR LOADING 50 PSF LIVE LOAD SEE SULTE CONFIGURATIONS OFFICE ELECTRICAL PLAN OFFICE FLOOR PLAN SCALE 3/8' 1'-0" SCALE 3/8T= OPTIONAL ZONELINE—SEE SUITE CONEiGURATION SHT. DATE BY REVI SIOriE; PROJECT LOCATION CARDINAL DWN EJY a/a/86 ALB CHANGED SHT. lk PIOTO Ah-10. OFFICES M.FS/®SK `OAfE ��CAt E M S /" rf /< ,f_ /�•'T'1D rrj,(�r ) INDUSTRIES INCOMPUAAfED 11 IJ (.�/ 1 1,, +`r ADD I 7 -- 31-- 8 4 SHOWN SHEET UESCRIP'rIUN 8400 Et+st Droed Street S►ILF T 1`40 Reynotdshurq Uhlo 43V A Phone 614,803-2100 OFFICE UNIT W/ VARIATIONS DESIGN DEPAfIrMENf A -1 VERIFY ALL DIMENSIONS AND CONr)I'T'IONS A"T" SITE 19 BUILDING SECTION O 1 CCC CIIF'11: f'Cr7I' INL; (SEE FCXJCILVI'i'i(xJ PI11h1) 10. �':1 3 f31 � � ';" I: Jc : 3,; 1x6 tEGU 'I f .Itil : CCtX'PI'1'E biA CK KNI.I. (S1:f-:.F()UNDATICrJ PUTO 1 2xE, 31 L•:8 W-OD 'I'RL'1 (BACK-TO-BACK MODULES) 3. C(UJCPf•'1'E E3!A'C'K PIER (SI-1: PMIDNI'ICN PLAN) 18. 3/4" 1'Ii 0fr D1A'K1i;�.; �i'PII' (�"�i'�t [+11'I''.:D S`Il'J�h I-f'[l! �R1 3? SIDI'K; SCALE 3/4 = I-0" 4. 4" or W. 'I,F14.21TE* Blf. C:K - IC:hI':.:.:I::) t:1'1'fl 8d AT 8" 33. 1/2" DRYM-1. ('1'1"I'E: "\") 5. CRAM- SPACE 19 [will, ::;S11.Itj\'1' U; (P19) 34. 5 8" DI:YtIU, 6. 2x8 JOLT5 , 12" c).c. M SQ.FT. LL) 20. Flip, I[.%"'I(V (P11)- /. (2) 2x8 1tlm .JMSTI 3 L1 v E3 ff1l:;'l' iIACl�:fa:� 22 I" h'I.':'r•.I, f'IRF: IOC' t1I'I4i :illd. Sf-'%IJ'P 1'Ikk)l,' t)fA.'KINt; (APA PA'I'1:1) SIUItL>-I-E'IOc)[z) 23 3 MIL %'Al -OR E3<IUf ,IER KtrEN TO rOUNDAtION.rLAN MR 10. 2x•I S1 US 3 10" O.C. 29. CLASS A OR C ASPHALT SHINGLES ON I LAYER ## 15 ALL rOUNDATION I MYTING 11. 2x6 RA1•'I'ERS iIJ 24" o.c. ROOFING FELT OR EQUIVALENT UNDERLAYMENT, ANCMORACE, NO'rfS, DIKrNSIONS, SIICS, AND OrTAIL mrLRLNCtS. 12. 1IUMUCANE ANCEICR 25. S rtlfX;1: II Tl'C (I•' If::I.D IN•, IALI I:D) 13. 2xi1 `PAIL PAf'FERS � 2 4 " o.c. 26. 5" C-01: A1,11KINUM (;U'I'i'I:it «i`MS FJ D AS aFXL.D iNaTALLEU9- 14, Lx3 PURLIN 27. 3"xT' ANINI1.NUM 1IMNSFICUr ARE Nor A FART OF THE INDU5rRIALIZED UNrT AUTHORIZa icm 15. R00F SREWI11ING (1/2" C.D. PLYlti00D or 7/16" 28, SPIASI[L3IrX:'K nIt [�(kJfJSftXf[" EXXII' (PER CODE) tJAi'f�Z1X)f1ftD) L9. PERI. WATED ALUMI-NUM. 9*'f fT-'(F1I•:I1) INSTAI,I.E:1)) DATE BY 7/24/8G LS© V ADDED V FELT F-?EVISIONS OFFICES S PROJECT LOCATION / ia, 6�%� rrl DWN FJY i (CARDINAL ALB DATE SCALE © CopyrlgCopyrightM,I OiF� 1 INDUSTRIES INCORPORATED . 5 / 9 / 86 3/4))= I -ou 1984 86 8,1W East Elmad Strcot SHEE"r NO y SHEE-r DESCRIPTION fleyooldshurg. Ohio 43068 ' by CARDINAL INDUSTRIES INC. II II T'nono 614r863-2700 "' ;�2. BUILDING SECTION Y nF SIGN DEPARTMENT VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE - — -•---- e BUILDING SECTION (SINGLE MODULE) SCALE 3/4"= C-O'' 1. CONCRUFE FOOTING (SEE FOI NDA'I' D-N PI i"t: ) 2. CCx1CRE:I'E BUCK L`INIJ, (SEE: EC)UNMT1W 1'1 P%N ) 3. COl`ICRL7FE Bf k. CK PEEP ( SLY ECIUNDNI' ION 1'l j%N ) 4. 4" w/8" TLf?M-l`I'I, BI,CCK 5. CRAWL SPACE 6. 2x8 JOISTS 'd 1L" O.C. 50 4i/ SQ• FT. LL ) 7. (2) 2x8 1?-I1,1 JOISTS 8. EOI SI f P- IG1-YS 9. 3/4" E1jC0F? DE:C'KLNG WA WPM S'IURI)-- I-E'I A uI0 10. 2x4 STUDS `a 16" o.c. 11. 2x6 PAE'111%ls ,1 24" o.c. 12. 2x6 JOISTS ? 24" o.c. 13. I fllI UC'ANE ANCI 10P 14. 2x 4 TAM PAI'I'E PS J 2.1 " o . c . 15. RCOF S1IE%1'1'I1IM; (I, ," C.D. PLYWOD OR W/ 7/1(," VAPE'RP,OAM) © Copyright 1984,_86 by CARDINAL INDUSTRIES INC. 1E,. 2:{? 1;1i>'K[..^!l; 30. ['f'.I?FOI?1'iID EMI":'tI`IiM S�'F'F':".' (E'IEID L°;`['�llil:D) 17. 2x(. SUIT-E'r1 (':Ili 31. 1x6 V,00D TR-LM, 3/4" Fl i l)P 1)I�2K IC;(; !-; I'P I!' (!J'A i•.", ;'! 1) S'I'UPD- I-F'I1 O 0 32. I x.8 VVOD TRIM tNS`('hI.II:D trll'I'li 8L1 :U111,S AT 8" .c . 33. SIDING 19. II11'I'I' INSI11,A'I'ION (R19) 34. 112" KATER RE:PE'1111 "[' 20. PIr":'I'1' E:;SU[lYI' W (R1 1) 35. 112" DRYVUUh1, ('IYPE "X" ) 36. 5/8" D16PIEU1, 4" h'L`[:'•.!. FIREST01' I•'I'I11 SILT. SIY�!.i:i, 23. 3 �EIi. VAfflP E1r' UZIEP 2.1. 7-1 , 2-" Rt (;KVVOI, F'1Id:S'R)1' 25. CLASS A OR C ASPHALT SHINGLES ON I LAYER # 15 ROOFING FELT OR EQUIVALENT UNDERLAYMENT. 20. PI'j%K ','!:fNT (F'MI-) IIIS`['AL,[fD) 27. 5" 0 ;I:1: A1,111�IENUM GU'I'I'E:R 28. 3" x 4" ALUMINIUM [x V9,1SIKAfF 29. SPI .A.',I fBI I")CK OR 17kh`14SP(M' LVXJI' (PI'lP CODE') DATE I BY 7/24/86 LSH �A ADDED FELT REVISIONS I PROJECT LOCATION OFFICES ' /A 15 OFF(c � rt. r NO i T� o4- SHEET DESCRIPTION 11 w Ft rrtl 11) rI)UMIIArit-M rI An r,,n AIA- rovimAriopo 1 f"IT1111; AACROKAGE, rUTE S, UIMLIISIUMS, SILLS, AHD DL7ALL AtrEALNCtS. ITEMS NOTED AS 'FIELD INSTALLED, ARE NOT A FART OF THE INDUSTR[ALr1ED UNPT AUTHORIZATION 1 CARDINAL INDUSTRIES INCORPORATED 8400 East Broad Street Reynoldsbury. Ohio 43068 Phone 614i863-2100 DwN BY ALB _ DATE SCALE 5 / 9 / 8 6 3/411= lI-011 SHEE!r NO a VERIFY ALL DIMENSI01`\1�3 ANC) ( ( )NDITIONS AT SITE BUILDING SECTION IIXII OE `J(;N OEPAR rmm r A(� SECTION SECTION CODED NOTES 1. CC2ICRETE Fwrm (SEE MAIDATICIN PLAN) 2. CCtiCItM BLOCK WAIL. (SEE FUINDATICtt PIANI 3. CCfl RF:IE BLOCK PIER (SEE F'CtM ATICH PIAHI 4. 4" w/8" 'IEIQ•IJTE BLAfi 5. CRAWL. SPAa 6. 2x8 JOISTS 4 12" 0.C. (504t/ SO. Fr LL) 7. (2) 2x8 RIM JOISTS 8. JOIST I AFMLS 9. 3/4" FLUOR DDCKING (APA RATED STURD-I-FWOR) 10. 2x4 MUM @ 16" D.c. 11. 2x3 MUDS @ 16" D.C. 12. 2x6 RAPIERS 2 24" D.C. (C� SECTION 13.'2x6 JOISTS @ 24" D.C. 14. HURRICANE ANCIIOR 15, 2x4 TAIL PAF`I'L•'RS 24" o.c. 16, IA4 PURUNS(0 2'-0' O.C. 17. FCOF SHEAVING (1/2" C.D. PLY'4 IM W 7/16" WAF1j0'VVD 18. 2x2 BILiCK11M,; 19. 2xE SUB -FASCIA 20. 1/2" C.D. PLYWOOD OR IE" YU1F'E U3M(D STRIP INSTAIJFD wI:11 8d ,;AILS ? 8" D.C. 21, 1/2" WOOD BLCDCNING 22. Bd NAILS 4 8" D.C. 23. 16d NAILS @ 16" o,c. 24. Barr IN SU1AT IC21 (R19 ) 25. BArr INSULATION (Ril) 26. BA'I'r LLISuLA'I'ICN ball EFFwrivE R=e.77 4 2-1/2"t) 28. 4" METAL FIRESCOP WPIlI BILL SEAI.FJI FIELU_11151ALLLU �.� _ - I C' I �2 �i� UxG TZle' ENT SPACE IERE T ,ON WI PYRIG _ IN1 r UDSECTION Doo 29. 3 MIL VAPOR BF u t i l:11 30, 7 1/2" r 0%V1') D FIMSICIP 31. Sl'£P F'IASIiIFXi 32, CLASS A OR C ASPHALT SHINGLE S ON I LAYER it 15 ROOFING FELT OR EpUIVALENT UNDERLAYMENT. 33. PFJZFORA11D AILHU M SOFFIT (F'IEW L`JSrALJED) 34, 1x6 W00 TRIM 35. 1x 8 WOCO TIUM 36. SIDING 37, MASCtIRY FACING 38. ME I'AI. WALL, TIES 132" ox, IIOI`UZCtrl'AIJ.Y AND 16" D.C. VEnICA1.1,Y) 39. 1/2" t•IA'I'ER REPELLatr GYPSUM SHEA'111ING 40. 1/2" DRYWALL. (TYPE "X"I 41. 5/8" DRYIIAIJ. �� uci1��Ip� .��.Z►lnruhll.HAAWiNQt��PI )loco VAr Ml ) 006S Nor tvvl 'To Time 41Pcvki.6 1114 HAVC A tyI V K W 0006 Y>;11EaiK • I TYrt'E� ol✓ Ma�u1.�5 nla,� cruwlrlf4s SIIo�( a�Iey o(� vlFf=�-rr 60flipt lcrlo" melvic 1b, IuNrf mwmv wim fuw C/`ntr;vm, ulmka MMA.6 Willi RALF flAr GATIIBPWtL CZIWMft 1140PULa VATH Ftw KhT 1411,1 C( lorl�rKLlcrtal! Mvn1�D bi 1NIi VIAW At6e.M0Ly,i/j'"'i` U K AK`EV1•NI•li 1 NJN Y` ALIJ11P Mtv NALeQ 'to 1JlW�p 10 l&I'D Wr Ctl '1116 F&if :wiwA 6tr1L*Lr,4. -t116 `�J liH<Gwcty 41v+rl�r Iti �110 ALLVA'l, WIIEU t6CG Yr(tILNUlLt �rLt{EDUi C�'ro j11a �N6 31uD5 "t 1111) izetol"v ttilFP+)1IINCt. Tlld My Cf•0&lTTl41Ntf "AVID Irh HIm1GCJ pN !tr(hcillAd"Ir 'tv '1Nv s"Zo t1lUG3 IV 4AU V C) OU r paw. ooa- Yv Gfrr�BM IS wrll.r=v (rwlh'xIbE M1 tifw cp e 'to tw9'9 L"� 6•Y F.cD IL'o,�,). hp(A-ot ti4i1 IKUGrlOtI APtlti,&e) h1.10 TtAlt OP OOI'- 'Pik' WAftGccW000 E,riowtfit t LA•P.A. 6MI1 GV iW 1h/v P, efutp (ArA. Wtv 0II`AKL► flD►t Ilyllr�.xvC) NtP 1t�Il.CD i�ir,' X I'h." k IbtlxUt1641� 4� J' o �)•To its (� �. �Yr. II.• o �� vua.)IRI:p toti9fRuc(ioN WOW 'TD To of Mma g UlINP *jrfe/o b1pll) zDNC I;• -zc#462 Zome. 6 _�Y' - -••'^ _ _ r-i23T r 119 0v3 001 001 110 , 00� D01 001 ' 100 D03 002 001 10 00$ 002. 00Z eo 003 003 003 ' 70 Oo3 003 005 [DIDETAL 6�DETAIL 36 - 40 / - [I)DETAIL &r FRONT OR 25 REAR WALL + SIDEWALL + 26 19)DETAIL SCALE 1 1/2"s I'-O' 12 17 15 2 F 3DDETAIL , nDETAIL T/16" I" POLYSTYRENE INSULATION WAFERBOARD 2iS'A� 8�DETAIL OPTIONAL (REPLACES TOP PLATE) �LI � 5/ti' HOOD FILLER 45UP Rr FOR CEVC AIL�O-I•S--�) I I, • v i L l� cr ,t ao S x ' + - AT 6-Cr V.%' OPENING t C;+tiY 3' O' FIELD 41 .1 INSTA -- [�)DETAIL REFER TO FOunDAhOt, PLAN FOR ALL FOutNDAT,Ott U FGOTiNG A4CnuNAGE NOTES DItlENS,ONS, STIES, ANO UE rA.L REOERENCES ITEMS NOTED AS "FIELD INSTALLED' ARE NOT A PART OF rHE INDUS- TRIALIZED UNIT AUTHORIZATION �q y 01/ 1..A Q-- DDETA I L ( SECTION THRU SHEAR WALL) I i, `, ' (I" UDETAI L (PLAN OF COLUMN SURROUND „/z"= 1'. 0" AT INTERSECTION OF 4 MODULES) CODED NOTES I. 1/2" C D PLYWOOD OR 1/16" WAFER BOARD. 2. 1/2" CID PLYWOOD OR 7/I6" WAFERBOARD STRIP INSTALLED W/ 7d NAILS AT 8"O.C. 3. 1/2" WATER REPELLENT GYPSUM SHEATHING. 4 1/2" TYPE "X" DRYWALL. 5. 5/8" DRYWALL. . 6. R-II FIBERGLAS BATT INSULATION (EFFECTIVE ItR" VALUE WHEN COMPRESSED TO 2 1/'2"= R=8.77). 7. R-19 FIBERGLAS BATT INSULATION. 8 3 MIL VAPOR BARRIER. 9 COrj-_hNUOJS FRIDGE VENT(FIELD INSTALLED). 10 I x 3 TRIM (FIELD INSTALLED). I I. I x 8 TRIM (FIELD INS-rALLED). 12 1/4"x I " x 18 GA STAPLES AT 6" O.C. W/ CONSTRUCTION ADHESIVE. 13 3/4" PARTICLE BOARD CUT TO LENGTH, ASSEMBLED AND WRAPPED W/ WALLTEX (FIELD INSTALLED). 14. FILL AND FINISH W/ JOINT COMPOUND AS REQUIRED FOR FINISH BACKING FOR WALLTEX. 15. 3/4" STRUCTURAL PLYWOOD (GLUED AND NAILED). o copyright ! 1 1984 r 1 by CARDINAL INDUSTRIES INC. 12 t 'lj ti Tvr 1��.A , `l r -- . f j C8 DJ 6) 1Ile �l fr11Itl 11I 3/11 3/4 ID DETAIL (SECTION THRU CLEAR 1'-0" OPENING BEYOND SHEAR WALL.) Ir,r_(7:.� #2 S.PF. CF�rf'}�" ' = #2 D.F LARCH T1_14� Al SHIM AS REQUIRED- I - ��2� `--,` HIM AS FIF(.JUIfRED DETAI L ID (PLAN OF COLUMN IIj1?1 i 11ND 1 V2"= 1'-0" AT INTERSEC rims OF 4 MODULES) DATE BY FlEVIEI0NS 4/4/86 A.L.B ADDED DETAILS 13 a 14 A I2/22/26 nM� U{�f`440) GOFI�jrKVUrION IhrA11, flown I DETA I L (PLAN OF MODULE JOINT W/ 51-1 EAR WALL) ICJ 0 --ROCKWOOL FIRES-rOPPING I' (FIELD INSTALLED) l (4 it I/2" CoN rINUOUS PLYWOOD SPACER ���f� II ID DETA I L (PLAN OF JAMB AT SHEAR WALL) W/ WALLTEX 3/4"_ k_ --7. 3 /4 "_ _/k� 3/41' --FRocKwooL F I RESTOPPING (FIELD INSTALLED) SHIM AS. REQUIRED LIGHT swITCH D DETAIL SECTION THRU CLEAR I OPENING BEYOND SHEAP WALL.) LI/2rr; (you (OPTIONAL) II 1 / 3/4'i r1 3 2 rn 1 3 C 2 2 2 _Oj SHIM AS rr3 REQUIRED �^ I Q- V DE TAI L(PLAN OF POST AT INTER- SECTION OF 4 CATHEDRAL CEILING MODULES) r-- 4 01� xx J Z 2 ( 1 ! `I It I `� 4� SHIM A 5 REQUIRED--�-----_-- - DETAI L (PLAN of COLUMN SURROUND AT INTERSECTION OF 4 MODULES) 12 SHIM AS REQUIRED --) 2 '.,Y --TRIM "A' SHIM AS REQUIRED IO DETAIL (PLAN OF SINGLE DEPTH. COLUMN SURROUND) SHIM AS REQUIRED I _ IVI�Iu - 3/t4 FARTICLE BOARD CUT TO LENGTH, ASSEMBLED Q WRAPPED W/ WALLTEX '( FIELD INSTALLED) I/4" x I"x 18 GA. s-rAPLES AT 6" O.C. W/ CONSTRUCT- ION ADHESIVE. REQUIRED 13 DETAILH ( COLUMN SWITCH) 11/2 = 1 - 0 I I FIN. FLOOR LINE I III=1 1-1Ci •_ � .. • -- � -- - - • �A �•' �'. ... L 4 CONC. SLAB ON BACKFILL, THICKEN_,r, ItI=III PERIMETER TO 6" ( CONCRETE). 12 DETAIL(SECrION FHRU CONCRETE PATIO) PROJECT LOCATION Ir -• r r� I r. -. RADIUS TR I M 11AIt 6"= I' U'(H:,t r SIZE) 0 F F I C ES CARDINAL /� 6s OF-F1c,E AD1)1T� SHEET DESCRIPTION 8.100 Eil't bloal1 "DIfeet R(!Vm)la3,.hur<1. Ohio 43068 Phunt: 614 86 3-2/00 DETAILS DE`.IGN DEPAH WEN F ()Wr1 £s r JWF �DATEi �;C_ALE 10/23/84 SHOWN SHEET NO A — 1 ALTERNATING BLOCKING 'TO MAINTAIN �— ------FIRESTOPPING AND VENTILATION. -----, 'PING ROCKWOOL" FIRESTOPPING (FIELD INSTALLED) I IDD ETA I L (SECTION OF CONDITION AT RIDGE, BACK -TO BACK UNITS -ONE CATHEDRAL AND ONE FLAT CEILING) --2x3 TOP PLATE (2)- 2x12 BEAMS (4)- 16d NAILS IN EACH 2x12 BEAM. 4�2-2x3 JACK STUDS 41 2x3 STUD (STANDARD) 6d NAILS aQ 16"O.C. IDDETAIL (SECTION THRU WALL W/ 11/2"=1'-0' LENGTH GREATER THAN 6-0. FOR WALL LENGTH CONDITION LESS THAN 6-0SEE SHEAR WALL DETAI LS "I � AND I [A:/ CO.D ED NOTES I. 1/2" CD PLYWOOD OR 7/16" WAFERBOARD. 2. 1/2" CD PLYWOOD OR 7/16" WAFERBOARD STRIP INSTALLED W/ 8d NAILS AT 8' O.C. 3 1/2" WATER REPELLANT GYPSUM SHEATHING. 4. 1/2" -TYPE "X" DRYWALL. 5. 5/8" DRYWALL. 6. R-11 FIBERGLAS BATT INSULATION (EFFECTIVE 'R" VALUE WHEN COMPRESSED TO 2 I/2"= R= 8.77) 7. R-19 FIBERGLAS BATT INSULATION. 8. 3 MIL VAPOR BARRIER. 9. Ix3 TRLM (FIELD INSTALLED). 10. Ix8 TRIM (FIELD INSTALLED). Q - -- 5 , 2x3's FIELD INSTAI-1-1_1) TO RECEI E SIMULATE) BEAM(FIELD INSTALL -EL ) IN -- -I N I DD ETA I L (SECTION OF CONDITION AT I V"', I' o', RIDGE, 2 i COPYRIGHT 1984,86 All IDDETAIL (SECTION THRU RIDGE -,_o' SHOWING VENT AND CEILING CONDITION) OCCURS IN WALLS 8' OR GREATER. OCCURS _ S►IOR HAWALLS rER -� ,�� SECTION (SECTION THRU MODULE I/4"-1'-0" W/ SIDE WALL ELEVATION) 11 2 x2 BLOCKING SPACED AT 16"O.C. 12. HARDWARE CLOTH (8 x 8). 13 DRIP EDGE. 14. CONTINUOUS RIDGE VENT(FIELD INSTALLED). 15. 2 x 6 RAFTERS AT 24" O. C. 16. CLASS AORC ASPHALT SHINGLES ON I LAYER # 15 ROOFING FELT OR EQUIVALENT UNDERLAYMENT. 17 1/4" LUAN UNDERLAYMENT 18. JOINT TAPE 19. METAL JOINT COVER 20. EXTERIOR METAL FLASHING. 21. 1/201x 811 PLYWOOD BETWEEN JOISTS (TO IMPROVE AIRFLOW IN AIRSPACE) 22. 7/1611 HARDBOARD SIDING. k��) copyright 1984.86 by CARDINAL INDUSTRIES INC. DA-rE I BY I REVISIONS VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE SHEAR WAL AT4AND 6 OFFICES DETAILS DD ETA I L (SECTION THRU ROGF WINEGANS 112"_,'-0" SHOWING CURB AND EXTERIOR FLASHING) 11 PROJECT LOCATION oFrt 6c�, Ar,> D SHEET DESCRIPTION �.]CARDINAL INDUSTRIES INCORPORATED 8400 East Broad Street Reynoldsburg, Ohio 43068 Phone 614,863-2700 DESIGN DEPARTMENT LL 4� DWN BY ALB DATE SCALE 5/ 9 / 86 S HOWN SHEET NO A7 w DATE R; '31DENTIAI-------.— __..__COPS MERCIAL /1 ADDRESSG1Z� --- __ OWNER �� 2c:l CONTRACTOR— (�y_j—Y� VALUATION <'7Ci (JCJC PERM 1T FEE t—I cS i I • I I 1 I - I {� I i , ,�Y... "{h .�..I r- f. ,f. .. • �.. .. .- a :. '. ^�sa v.v.. _. iaY.«.-:.:,,t N 'a. r-: ... e .� � n _•.,}� f T a ... ..v &rN+"3+. 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