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HomeMy WebLinkAbout110 - 190 W Lake Mary 00-1629 00-1633 00-1636 00-1637 New Constrction Boulevard Package Retail spaceCD Ln -4- 4.j U in C_ w 4.j CU Cz U (a Z3 CD CD ., Q U L r. CD CR PLUMBING DATA: ALL RETAIL UNITS (RETAIL "A") GROSS S.F. 1,000 S.F. PER 407 SBCCI (SPC) 1997 EDITION HABITABLE FL SPACE - EACH RETAIL SPACE GROSS S.F. / 200 = 1,000 / 200 - 5 PEOPLE PER TABLE 407 SBCCI (SPC) HABITABLE FL SPACE FIXTURES REQUIRED ALL RETAIL UNITS "A" RETAIL WC., S LAV'S URN'S D. F. MALES 1 1 0 0 FEMALES 1. 1 0 0 MISC. 0 0 0 1 PER TABLE 407 SBCCI (SPC) A SINGLE FACILITY CONSISTING OF ONE WATER CLOSET & ONE LAVATORY MAY BE USED BY. BOTH MALES AND FEMALES IN RETAIL STORES WITH A MAXIMUM BUILDING AREA OF 1500 SO. FT. PLUMBING DATA: RETAIL UNITS.(.RETAIL "B" GROSS S.-F. 1,000 S.F. (UNITS: 201 & 206) GROSS S.F. 750 S.F. (UNITS: 202, 203, 204 & 205) PER 407 SBCCI (SPC) 1997 EDITION HABITABLE FL SPACE - EACH RETAIL SPACE GROSS S.F. 200 = 1,000 200 = 5 PEOPLE GROSS S.F. 200 = 750 200 = 4 PEOPLE PER TABLE 407 SBCCI (SPC) HABITABLE FL SPACE FIXTURES REQUIRED FOR ALL RETAIL UNITS "B" RETAIL WC-'S LAV'S URN'S D.F. MALES 11 1 0 0 FEMALES 1. 1 0 0 0 0 0 1 PER TABLE 407 SBCCI (SPC) A SINGLE FACILITY CONSISTING OF ONE WATER CLOSET & ONE LAVATORY MAY BE USED BY BOTH MALES AND FEMALES IN RETAIL STORES WITH A MAXIMUM BUILDING AREA OF 1500 SQ. FT. PLUMBING DATA: RETAIL UNITS (RETAIL ))Cp)) GROSS S.F. 1)000 S.F. (UNITS: 301, 306 & 307) GROSS S.F. 750 S.F. (UNITS: 302, 303, 304 & 305) PER 407 SBCCI (SPC) 1997 EDITION HABITABLE FL SPACE - EACH RETAIL SPACE GROSS S.F. 200 - -1,000 200 = 5 PEOPLE GROSS S.F. 200 - 750 200 = 4 PEOPLE PER TABI!E 407 SBCCI (SPC) HABITABLE FL SPACE FIXTURES REQUIRED FOR ALL RETAIL UNITS "C" RETAIL wC.'S LAV'S URN'S D. F. MALES 1 1 0 0 FEMALES 1 1 0 0 misc, 0 0 0 1 PER TABLE 407 SBCCI (SPC) A SINGLE FACILITY CONSISTING -OF ONE WATER CLOSET & ONE LAVATORY MAY BE USED BY BOTH MALES AND FEMALES IN RETAIL STORES WITH. A MAXIMUM BUILDING AREA OF 1500 SO. FT. PLUMBING DATA: RETAIL UNITS (RETAIL ))D;)) GROSS S.F. -1,000 S.F. GROSS S.F. 750 S.F. PER 407 SBCCI (SPC) 1997 EDITION ,HABITABLE FL SPACE - EACH RETAIL SPACE GROSS S.F. 200 = 1,000 200 = 5 PEOPLE GROSS S.F. 200 = 750 200 = 4 PEOPLE PER TABLE 407 SBCCI (SPC) HABITABLE FL SPACE FIXTURES REQUIRED FOR ALL RETAIL UNITS "D "'RETAIL WC.'s LAV'S URN'S D. F. MALES 1 '1 0 0 FEMALES 1 1 0 0 MISC. 0 0 0 1 PER TABLE 407 SBCCI (SPC) A SINGLE FACILITY CONSISTING OF ONE WATER CLOSET & ONE LAVATORY MAY BE USED BY BOTH MALES AND FEMALES IN RETAIL STORES WITH A MAXIMUM BUILDING AREA OF 1500 SQ. FT. _j Dfi&W HO KNIDCKQ BOULEVARD PLAZA RETAIL @ SANFORD COVER LP--1 LEASING PLAN RDA-1 DATA AND CODE INFORMATION RA--1 RETAIL, FLOOR PLANS ti RA-2 RETAIL FLOOR PLANS RA-3 RETAIL ROOF PLANS & ROOF DETAILS RA-4 RETAIL EXTERIOR ELEVATIONS RA-5 RETAIL EXTERIOR ELEVATIONS RA-6 CANOPY SECTIONS- RA- 7. CANOPY AND WALL SECTIONS RA-8 WALL SECTIONS RA-9 MISCELLANEOUS DETAILS 10 DOOR/FINISH SCHEDULES & MISC. DETAIL P-1 PLUMBING FLOOR PLANS A'. P-2 SCHEDULES, NOTES, LEGEND DETAII,8. RS-0 GENERAL STRUCTURAL NOTES RS-1 FOUNDATION FLOOR PLAN RETAIL 11A1, B$), C)) RS-2 FOUNDATION FLOOR PLAN RETAIL )) D RS-3 ROOF FRAMING PLAN RETAIL B C RS-4 ROOF FRAMING PLAN RETAIL RS-5 FOUNDATION DETAILS RIS.-6 FRAMING DETAILS RS-7 FRAMING DETAILS f -e RS,-8 CANOPY SECTIONS M 1 MECHANICAL FLOOR PLANS M-2 SCHEDULES, NOTES, LEGEND & DETAILS E-1 ELECTRICAL PLAN (RETAIL SHELL 8c TYPE 1-4) E POWER RISER DIAGRAM & DETAILS E-3 RETAIL PANEL & FIXTURE SCHEDULES, ELECTRICAL SPECIFICATIONS AND, LEGEND SANDEFUR COMPANIES 806 E. 25 th,, ST. - .SANFORD,' FLORIDA 32,771 PH. (407) 321--- 8200 FAX (407) 321-9773 I I I EXIT REUIREMENTQ DATA-.'* ALL UNITS p� s, �� ,,; i ,; SPACE TOT. GROSS S.F. SALES AREA TOT. OCCUPANT LOAD TOT. EXIT WIDTH REQ'D TOT. EXIT. WIDTH PROVIDED 101 750 S.F. 'I PERSON/ 30 SQ. FT. 25 PEOPLE 25 PEOPLE x 0.2 = 51 72 INCHES 2 EXIT PROVIDED- 102 750 S.F. 'I PERSON/ 30 SO. FT. 25 PEOPLE 25 PEOPLE x 0.2 5 72 INCHES --2 EXIT PROVIDED 103 '750 S.F. 1 PERSON/ 30 SO. FT. 25 PEOPLE 25 PEOPLE x 0.2. 57), 72 INCHES 2. EXIT PROVIDED 201 1,000, S.F. 'I PERSON/ 30 SO. FT. 34 PEOPLE 34 PEOPLE x 0.2 = 6.-8" 72 INCHES 2 EXIT PROVIDED} , 202 750 S.F. 1 PERSON/ 30 SO. FT. - 25 PEOPLE 25 PEOPLE x 0.2 72 INCHES 2 EXIT PROVIDED 203 750 S.F. I PERSON/ 30 SQ. FT. 25 PEOPLE 25 PEOPLE x 0.2 = 57' 72 INCHES 2 EXIT PROVIDEP,,,, 204 750 S.F. 1, PERSON/ 30 SO. FT. 25 PEOPLE 25, PEOPLE x 0.2 5, 72 INCHES 2 EXIT PROVIDED 205 750 S.F. 1 PERSON/ 30 SO. FT. 25 PEOPLE 25 PEOPLE x 0.2 = 5" 72 INCHES - 2 EXIT PROVIlD.E,D',.""... I 206 1,000 S.F. 1 PERSON/ 30 SQ. FT. 34 PEOPLE 34 PEOPLE x 0.2 = 6.8" 72 INCHES - 2 EXIT PROVIDED" 301 1,000 S.F. I -PERSON/ 30 SO. FT. 34 PEOPLE 34 PEOPLE x 0.2 = 6.8" 72 INCHES 2 EXIT PROVIDED. 302 750 S.F. 1 PERSON/ 30 SO. FT. 25 PEOPLE 25 PEOPLE x 0.2 = 5)) 72 INCHES 2 EXIT PROVIDED. 303 750 S.F. 1 PERSON/ 30 SO. FT. 25 PEOPLE 25 PEOPLE x 0.2 = 5 72 JNCHES 2 EXIT PROVIDED 304 750 S.F. 1 PERSON/ 30 SO. FT. 25 PEOPLE 25 PEOPLE x 0.2 5 72 INCHES 21 EXIT PROVIDED.' 305 750 S.F. ON/ PERSON/ 30 SQ. FT. 25 PEOPLE 25 PEOPLE x 0.2 5 72 INCHES 2 EXIT PROVIDED 306 '1,000 S.F. 1 PERSON/ 30 SO. FT. 34 PEOPLE 34 PEOPLE x 0.2 6.8" 72 INCHES 2 EXIT PROVIDED 307 '1)000 S.F. I PERSON/ 30" SO. FT'. 34 PEOPLE 34 PEOPLE x 0.2 = 6.8" 72 INCHES 2 EXIT. PROVIDED 401 1,000 S.F. 'ON/ 1 PERSON/ 30 SO. FT. 34 PEOPLE 34 PEOPLE 0.2 6 .8)' 72 INCHES 2 EXIT PROVIDED 402 1)Q0 1 0 S.F. 'I PERSON/ 30 SO. FT. 34 PEOPLE 34 PEOPLE x 0.2 = 6.8" .72 INCHES 2 EXIT PROVIDED' 403 1)000 S.F. I PERSON/ 30 SO. FT. 34 PEOPLE 34 PEOPLE x 0.2 = 6.8" -72. INCHES 2 EXIT PROVIDED" 404 750 S.F. I PERSON/ 30 SO. FT. 34 PEOPLE 34 PEOPLE x 0.2 = 6.8" 72 INCHES 2,'' EXIT PROVIDEU... 405 750 S.F. 1 PERSON/ 30 SQ. FT. 34 PEOPLE 34- PEOPLE x 0,2 = 6.8" .72 INCHES = 2 EXIT PROVI.DE.D. 406 1,000 S.F. 1 PERSON/ 30 SQ. FT. 34 PEOPLE 34 PEOPLE x 0.2 = 6.,8" 72 INCHES 2 EXIT 'PROVIDE 407 1)000. S.F. I PERSON/ 30 SO. FT. 34 PEOPLE 34 PEOPLE x 6.,8)) 72 INCHES 2 EXIT PROVIDED'.. 408 1)000 S.F.: "I PERSON/ 30 SQ. FT. f 34 PEOPLE 34 PEOPLE x 0.2 = 6.8 72 INCHES 2 EXIT PROVIDED .,,409 1)000 S. F.. I PERSON/ 30 SQ, FT. 34 PEOPLE 34 PEOPLE x 0.2 -6.8" 72 INCHES 2, EXIT PROVIDE QW�W� fl �1�i�9 CUHACI & PETERSON ARCHITECTS 1220 ALDEN,ROAD ORLANDG, FL 32803. PH. (407)228-4220 FAX (4D7)228-4219* K_ JFBOC, Inc., 8210 * C.R. 48 Suite 201, ,YALAHA, FLORIDA .3479,17 PH. (352) 324-2257 FAX (352) 324 y OJ ; 301 101 102 103 201 202 20 2 t 203 204 6 06 1 RAMP-7777171711 ' � • • • 'i. • • • ' •� •• ..' .. , •: 1 J&��liquw' ]:xfiibN,q. Glyx^fe.%f+b,aYt,Se.N+.u[+N.N.+'.u:.;xi+iws:+tlk'.:r:rJ:9+1S:'J'lui•2S e.Yt.'•: (�u[:?jy., PURGE777/ R KING 9f ti PWISK FLOOR EL 48.85 '� A INSTALL FIRE LANE F STRIPING & SIGNAGE (SEE DETAIL) ram FEW _t Af 41T 5T 411t PT i / / \ p O � a3CgLi5 2,;-P.0 i� r.:.' 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A. .i+d [.L[ M1 +�75i •�Z�( ... _. i u•d a.b.,&r�.+:AfY^Y nA .•1 ..ftf+,S,n.f,lL..r:j.,.i,a art.. 11a-I. .^�+r ram•.!^iw�• i4N-•. .• sld a.a t4wrkd JL-b wN wYw+... .rdvvDi .o+ %vs+4b a.uwRYw+ �5d. emv 4u�Y.V +4' � h :f ••F,. t W" .., w....,w.u...:.. t.,y..... w,.�,. u:✓ ...,.,,....-r. ..,... ..w...:w wr+- _.:...._ .:« .o w. u ,.. < ..+, +.::w.. �:.:.c •...w.,m:,.,.».....r............,a,...wrnr:.,w.:....e,.w..w,-.,,.r..ww...........,�... ...�.y.n .,......,wa,.0 ri . ' �'Y y. 14/ a/���. !}' Q0f POIS0� I �l �0R TERM f TE0 TR01� �f!I ,Art ,. � " t is R, �,,, � . ­ , � :,,_�_,�. 1 GENERAL NOTES o .._. .. �. ,.�X kw. tk_._ �w �. ��.�x�f.X�.�sN.., ,.-,. 4..L""I.�r., -l-� .;,.- .r.,<am. -�.�..��z..f-.,5uiff..[�,�.vi�[✓��4. a,.,.1--.'-a -. - �.,. "-: ,' I� � ,�, , I-, I 1_1 I 1. ".; ,� ,. 1� � . �oaE oA T �Ja ��:.� r�b[k.�.. , , _b�4.G... .I. ­�,,,t 1;;­, 1­�. I . ,�:11­ w r 'Id+Wa•NYsw U., .4,.,sLu:' Ns•ssi.'.:.s.1rY,,...+....cs„aYi%iirDa.r»-av'.N.ww.f�a.k.w.�ee:,�Y.ivwtli-.a.4lv�nau4exJ.a. we.aar,�in.rNir...rL,.LSNu.r....Y✓.u�.m.wu:.i,a.-+U Y.�f,:aav u.ua:....vti.,.. ,.0 ..:ar' I, i I �. M1a' A..+.s1'w..x r:.;r.,w,w•.:..oa,west . )'+`w....r3,xw4y �u'.+M;>+X tn...v:.-a:w,ua.,«..ar.rw-....r.nx..vJ2se ...Zit.MJ„�d.:w.ur..Ju.wfse,:c .+4.6V+•�:�r k:yta,. Y ,r+W- y�, x:.........,.,.........:.w..r.:ur.....a.,..,a..:...,,x,....r..w..,,r..:.e.....,,,,,.:...+w.............„.....,»...-s...e..:.,:..:.-......Y.s....,.....,...,w....,....,.:.....:...wi3_,..:., ., _...... .�, ,„. .. ...._r.......v «... .....,. �.......... .m. _......,ww e[..,.«. _.>.....w>..,....v:....._,-e.+...,..., o.,...-...,....,.i , .. .. .,f,., ,:., . I, 1. GENERAL 1220,Alden Rood ! , f 1.1 Sco e: Furnish all labor materials and e ui meet necessar ta,com iete the a lication Orlvndo, Igrida 32803. ', RETAIL PACKAGE BUILDING of soil oisonin for the termite control asgs specified herein. y P PP Ph 4Q7; 22842Q , BOULEVARD PLAZA 1. ALL .WORK TO CONFORM WiTH LOCAL, STATE AND NATIONAL CODES. P g P1 I Fqx 407:, 228 :4219: • 1 RETAIL Q SANFORD r ..2. ALL ,"MATERIALS SHALL BE NEW AND OF FIRST QUALITY. ALL WORKMANSHIP � 1.2 Contractors Qualifications: Applicator -shall be licensed in the state where the project _ j l CITY OF SANFORD, FLORIDA1. SHALL BE PERFORMED BY SKILLED CRAFTSMEN. ALL MATERIALS ANC LABOR -, is located and shall be nationally known company. { l SHALL MEET THE HIGHEST STANDARDS OF THE INDUSTRY. If 1.3 Guarantee: BUILDING DEPARTMENT: CITY OF SANFORD (407) 330-5656 3. CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL MATERIALS I ` � ' OFFICiA : BUILDINGL DAN SFORIAN 407 330-5656 ( ) n STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. a. Termite protection treatment shall be guaranteed for period of five years against . FIRE Iv1ARSHALL: KART WRIGHT (407) 302-1091 4. CONTRACTOR TO VERIFY ALL DIMENSIONS 1N THE FIELD. IF A DISCREPANCY i, J � termite infestation. ,Guarantee shall include any r, for termite damage paid by termite company. yearly renewal costs. Repairs 1 OCCURS, IMMEDIATELY CONTACT THE OWNER'S REPRESENTATIVE AND ARCHITECT. i ADOPTED ENFORCED CODES: .. P. 5. CONTRACTOR SHALL CONSULT WITH THE RESPECTIVE MUNICIPAL FIRE DEPARTMENT AUTHORITIES HAVING JURISDICTION RELATIVE TO REQUIREMENTS ii , � b. At the Owners option, at the termination of the guarantee, an extension renewal I . ,� of inspection and service treatment shall be made available to the Owner. 1997 Standard Building Code outherri. Build,in Code Congress) ) FOR FIRE EXTINGUISHER PROTEC TION IN THE BUILDING AND PROVIDE AS REQUIRED. t 9 9 9 s 1997 Mechanical Code 1 6. FOUNDATIONS AND FOO TINGS FOR ALL COLUMNS, PIERS AND WALLS SHALL BE 1.4 Surety Bond: Guarantee shall be insured by a Surety Bond made out to the Owner. :, ' '1994 Plumbing Code ' , - - g s IN ACCORDANCE WITH STRUCTURAL ENGINEERING DRAWINGS AND SOIL ENGINEER i; Liability under the bond shall be for up to $75,000. 1 1996 Electrical Code �� ' , I RECOMMENDATIONS. ALL FINAL GRADES TO BE VERIFIED WITH ENGINEER. I' � , . 1994 Life Safety Code NFPA-101 y I 7. BUILDING SLABS ON GRADE SHALL BE MINIMUM 4 THICK CONCRETE .OVER 6MIL I ,I 2. PRODUCTS 1997 Florida Accessibility Code 5th Edition . � VAPOR BARRIER ON COMPACTED EXISTING POROUS SUBBASE OR COMPACTED II . 1997 F{orrda State Model Ener Code ' 9y � POROUS FILL AS REQUIRED AND/OR RECOMMENDED BY SOILS ENGINEER. SLAB i` ',. 2.1 Soil poisons applied to the designated areas shall be water based emulsions containing ;I I , REINFORCING AS SHOWN ON STRUCTURAL DRAWINGS. toxicants in either of the two combinations listed below. Each toxicant shall be in the t ' BUILDING DATA: 8. SIDEWALK SLABS SHALL BE MINIMUM 4 THICK CONCRETE WITH NON SLIP FINISH 6 concentration (by weight). I 1 . ON . COMPACTED EXISTING POROUS SUBBASE OR COMPACTED POROUS FILL AS j a. Chlordane (1.0%) and Dieldrin (0.5�) d I w O C M [-i C_ O Cn 4_j U aj 4 -) U C 0 N C W CU ❑-. C2/ U ry .c D 01 CD, �� L i I , 4,'ITC;P . 0 7 0) i -n i . !O -0 CO .. .-. . . Q ,., /• I 11. M � i ._ ., .. .. 1 ' .t . - .. U, � - -0 .. ,: . . o !' L1 IV+ , � - , h r A. f, REQUIRED AND/OR RECOMMENDED BY SOILS ENGINEER. CONTROL JOINTS SHALL . � b. Chlordane (1.0%) and Heptachlor (0.16%) RETAIL "A" 3,W0 SG. -FT. I BE SPACED AS INDICATED IN RETAIL DOCUMENTS. SIDEWALK TO SLOPE 1 /4" PER 1 --0 AWAY FROM THE BUILDING STOREFRONT. z I' 3. EXECUTION RETAIL "B" 5,000 SO. FT. k f I »9. HANDICAPPED ACCESS RAMPS SHALL BE MAXIMUM 1 IN 12 . 6 -0 WIDE WITH � I filling and and grading RETAIL C 6,000 SO.'FT. � f. II 3.1 Restrictions: do not apply soil treatment solution until excavating, g g g # NONSLIP EXPOSED AGGREGATE FINISH. SEE FLOOR PLAN FOR LOCATIONS. I it RETAIL D 8,500 SCE. FT. � • operations are completed, except as otherwise required in construction operations. to ensure 10. CEILING SHALL BE 2 X4 'FIBERGLASS LAY -'IN ACOUSTICAL CEILING TILES MOUNTED AT 10 -0 AFF, penetration, do not apply soil treatment to excessively wet soil or during inclement weather. 11 (8'-O" AFF IN TOILET ROOMS), IN STANDARD DUTY SUSPENDED GRID SYSTEM (RETAIL ONLY). TOTAL BUILDING AREA 22,500- SO. ' FT. 11 1-3/4" X 4-1 /2" CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM WITH t I - y t 1 /4" CLEAR TEMPERED GLASS. -SEE ELEVATIONS AND WALL SECTIONS FOR 3.2 Surface Preparation: Remove foreign matter which could decrease effectiveness of treatment f LOCATIONS AND HEIGHT. ALL DOORS TO BE NARROW STYLE WITH TEMPERED GLASS. �� on areas to be treated. Loosen, rake, and level soil to be treated, except previously compacted AREAS MAY TINT AND/OR INSULATED. (U.N 0.) (SELECTEDE S BE TINTED D/0 NSUL ED. SEE areas under slabs and foundations. Toxicants may apply before placement of compacted fill . ELEVATIONS). SEE SPECIFICATIONS. under slabs, if acceptable to the Architect. I ALLOWABLE HEIGHTS AND FLOOR AREA: 1 11 } 12.* 8" /12" REINFORCED CONCRETE BLOCK WALLS WITH HORIZONTAL MASONRY REINFORCING AT 3.3 Application Rates: Apply soil treatment solution as follow: i I Table 500: Maximum Height 55' " J 16" O.C.VERTICAL. ALL MASONRY WALLS TO RECEIVE 2 COATS I Maximum Area UNLIMITED I MCI ELASTOMERIC MASONRY COATING WITH .6 YEAR WARRANTY. THIS SHALL INCLUDE . i Within building area with or without slabs-on--on-grade, at the rate of 1.5 al. per 10 s ft. 9 9 P q INTERIOR FACES OF ALL' PARAPET WALLS, COLOR AS SELECTED BY ARCHITECT. ' i 13. NOT USED Under foundations and footings, including horizontal and vertica-I surfaces of excavations, 3 Section 503.3 General area modification. 14. TYPICAL TENANT DEMISING WALLS TO BE��,5/8" TYPE "X" GYP BOARD ON EACH SIDE •, at the rate of 1 gal. per 10 sq. ft. . , Section 503.4 Occupancy are.a modification. , Or 6 (20 GAUGE) METAL STUDS AT 24 O.C. FULL HEIGHT TO UNDERSIDE OF ROOF t ►, Outside building perimeter in a strip at least 2 wide and under porches, areaway, aprons, The area of a one-story buildin of ,Group M, occupancy shall not be limited y g p P y DECK. ALL GYP BOARD PARTITIONS TO BE TAPED, SPACKLED, SANDED• AND , READY ( walks,.' ads, stair landings, or paved extensions,, at a rate of 'I P 9 j p al. per g P 5 s ft. q provided the building is equipped with an approved automatic sprinkler TO PAINT. PAINTING BY TENANT. TIGHT TO` ALL EDGES TO MAINTAIN 1 HOUR FIRE RATING. lI I system through, in accordance 901, or other automatic extinguishing system 15. TOILET ROOM WALLS TO BE 1/2 GYP BOARD •ON 3-5/8 (25 GAUGE) METAL STUDS '' t Allow not less than 12 hours for drying after application, before beginning concrete I as approved by the Building Official, and is surrounded on all sides by a i AT 16" O.C. CONCRETE BLOCK WALL IN TOILET ROOM TO RECEIVE -3/4" METAL placement or other construction activities. - ermanent o en s ace of not less than 60 feet. P p p `' �� FURRING WITH 1/2 DRYWALL. CONCRETE BLOCK SIDE WALLS TO,RECEIVE 3/4 3.4 Pont si ns in the areas of a lication warnin workers that soil g PP 9 oisonin P 9 has been applied. PP 1 METAL FURRING 1-5 8" METAL FURRING AT 4-HOUR FiRE WALLS WiTH 1 2" ( / ) / i{ r G Remove signs when areas are covered by other construction. OCCUPANT: Per Section 1003 SBC and Life Safety Code DRYWALL. ALL DRYWALL TO, BE TAPED, SPACKLED AND SANDED; .PAINT READY. � , 16. ROOF SYSTEM SHALL BE BUILT-UP ASPHALT ROOF OVER RIGID INSULATION BOARD OVER "i� 3.5 Re -apply soil treatment solution to areas distributed by subsequent excavation ''or other ` NFPA 101 Section 24-1.7. i' METAL DECK. 14.3 MIN. R VALUE AT RETAIL BUILDINGS. I ri I 17. NOTICE TO ALL SUBCONTRACTORS: �, , h . construction activities following application. One person per each 30 s.f. sales area. t: 1.; 1 ,i IT . IS YOUR RESPONSIBILITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE ,. . i• b - .:;Sl':=..%:k 13 ta>3=.dRxxf.T.:sJt,,.Y..,:e....f:r4L•,1d,Y.::,tG':53.?!3'�?•aP if:Y.f,i1.Ct N,i 3drfi.`+13.'e.u:!a:;CJ,X..i3S.i4_4...._•,1�v.,S[...A.Lt_SS.1_wuu'JJ..Y3.d•:..[+.,.2'..6....,....'k•.S.. Y3Wi,11`..�....W..L6..Y5 Tit.,.:.1_.C--•s•}1P,K .: [:hGs.Z.',YYH'.f..L'...r..d!�,Y.1'..,sL$.A..�'..r..,!'.1.'Y.iX+rdL�...,a..ilb:LSf93113ji5k'+kT'diij$,iiK:XJp4iGlt+ik':Yi.3�:,SdS,s.:1'k'iFY "Aa2,11 1,1-•; r.• I One person per each 10U s.fa storage area.: „ . SET OF PLANS AND SPECIFICATIONS. THE EXCUSE THAT SOMETHING WAS NOT ON YOUR EXIT REQUIREMENTS: Section 5-3.3.1 NFPA 101 PORTION OF THE DRAWINGS WILL NOT BE ACCEPTABLE AS A REASON FOR AN EXTRA, iF IT CAN, BE FOUND ELSEWHERE IN THE DRAWINGS OR SPECIFICATIONS. - r; ► - l 'I &` FIRE PROTECTION: ; Means of egress shall be measured in units of exit width of 0.2 inches 3 t : ' c - CONTRACTOR SHALL FURNISH AND INSTALL FULLY AUTOMATIC FIRE SPRINKLER , one (1) unit of exit is required for e,a�h 1U0 occupants. Section 5 2.1.3.1 SYSTEM AT ALL RETAIL SHOPS. SPRINKLER SYSTEMS . 1 NFPA 101 no door openings in the means of egress shall be less than 32 SHALL CONFORM TO ALL LOCAL AND NFPA CODES, SHALL BE DESIGNED BY A { inches in clear width. STATE OF FLORIDA REGISTERED ENGINEER, AND CERTIFIED BY THE INSURANCE H - UNDERWRITER'S SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO ., ' Y_., 7 s TRAVEL DISTANCE: Section •24--2.6 NFPA 20O'-O" maximum distance in a - THE LOCAL AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. LOCATION OF building protected throughout by an approved automatic SPRINKLER HEADS AND ALL DISTRIBUTION LINES SHALL. BE COORDINATED AS NOT a sprinkler system. TO INTERFERE WITH THE LOCATION OF ANY LIGHT FIXTURES OR H.V.A.;C. ,WORK. . I BY CONTRACTOR. CONTRACTOR TO CONFIRM FLOW &PRESSURE WITH LOCAL 11 HANDICAP REQUIREMENTS: Provided per Florida Accessibility Code. CONDITIONS PRIOR TO SPRINKLER DESIGN. s! �, ll 0, ;. INTERIOR FINISHES: `section 803,3 SBC Class A Minimum. Iv . � I I}� . . �1! I I '. �"; l I I � I �,�.:, 11- ­.�­_­ "., . 0 . I I ig. I 111111CM I 1 4,�_ , �� 1. . 1. I I ­ I � I I I ., I t I I . �; r ROOF COVERING: Class A , Class B i ,'. t , ,­1 . 1 . ',,.�,­', I � � 1.NOTES; . E 't ., ➢' . , F * CORE FILLED 500 FOAM INSULATION SHALL BE USED IN` ALL VOID CELLS. f� I - � , , < I - , - � , , ..: . - ., , ,.. _ . . ,,,... _ .r.._, , 1 -;-, 1. 6 � . . I I � , �, <o I , . : "I I �c:�"', �?, "" SEE SPECIFICATIONS. r: '�,. L . , . .. ,. 1 . ^ 1. . . , -j 1 . ! 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I a, _;_�, 1 11� ., ,_;, , ,,-, '';, � ", �.�.�.''._,�r;,,­;�'", ­ I .11 I . .1 . I I I 1. 11�1 I - � , . . I I - � .- . . A . . r .. �.- � I 1. - 1. .,� . � I t .�, I �'I. � ,� .. I � I '. "I �. , ,� �. I �. 1. . . . I �. 11 f, I I . I . . I . ­ . I ­ I � I , . 1. �� I I I �.. .- ­1 � 1 I ,:1 "( ... 71�:! I � , 1. . . 1� 11.1 �_ .., .. , � . - " : �� �., ", _ .,�.­ ." � 4. � � _�� .1 I I '_i,�'��!'_ "�,,­,��"'t'' 'jl��',_ -_ , ,' "I I ,', " � t,t� . �, - . : '�' _t,t� I ,�����,,I�i,.�,-",.--,;.�,!.��, _,'' 1. " , ­­­­�z,�,,�, I1. � �' , � � , _�.� _.,��:,�`'_C�,� '' , ., _ , �:;,.,"',,,,�,�i�.,. "I' . I .�­ � I .. I I ,.. I- ­. 11 11.­ . I I � I , .,:I ,11 .. � � r ' . I I . I � . � 1, I . . �L ­ ..� ". �,­,�f._'111_ - "--,. ,�,��,.,'.,,�,t''.".,���,t�",,, W', - ,­ .. e I,, 1. �. . . - . I , 1, 1. 11. . ,� . - I.. 1. . � I � . . ­ I I .. .. I I -1 , ?", I 1, I . I - I I � im;" �, '7L � , I % .11, � 11�1_11 ", . I . . I - i I . ­�, I � , I I � . . � t , � I I , I .1.. -1 '. ,� " I I . I : I ­11-1. , , ' ­ I I - , . I . . I . � I . . ,. � A'. ., .. r , . I , I . � I . , - .y I I � '', .11,�,�'"_' 1� I .- 11 .­:"­�,j,:_ � I , -, � , , "' : I I �i, � a 11 I I ]-.,'�',�i � �11 ��d '. ,� , '. 5�1_ , " _,� ,,�� li, � ,�,�;,��.�� !'' - , .._, ..- , , , I, ,.. r.. , . S' s• J , . '. r a .,. + :, :.�. .. r '.'. z ., ,. ,.;� r .. .. ,. ,, . ..:. ::. 4, .,: ,,:' ,... d a- r a r } 4415 F.F.`•, t�� .vim %� A' "� \\ / LANDSCAPING AREA INSIDE OF SIDEWALK 0,. SLOPE 11 2 REFER TO DETAIL SHEET 6/RA-9 I 0 I� LANDS APING AREA ,—INSIDE OF SIDEWALK COLUMN _C CONST. JOINT BRICK Q15IMBUTORS BRICK PAVERS BY THE DENVER BRICK CO. _ COLOR: INCA RED FLASHED SIZE: 3 5/8" x 7 5/&' x 2 1 /4" d f t PICA IG RA-9 L - - ---` • TY L' L N I , :U4% I 1i I I l NO - '- FLOOR AREA TO BE I I i TYP. I - r , ¢' T ► k �., . Y TEXTURED KRPAVERS { C RN USE BOND E r 1 F'A D• STACK I I I I - - - - - 1'-- 0" 1 I - I. II r . � _ ' cr � ,.� GOI�JT, JOINT I4 B ) I - --- c-4}, rr) 1 I I �, '- -! ( ; DRAFT STOP TYP. EACH > l�r z t TENANT WA �w `I LANDSCAPING AREA g \ I_� t t I 1� fY E X GYP. BD. ON ,I. INSIDE OF SIDEWALK i \`. - T TO.C. t M STUD I6 O 3 5 8 L. S C� / r , co t. 0 RA-8 I - _I_- I I TYPICAL j 1 I I^ l - �n i I--- R AREA T E 10 1'-4 2 -0-: � � � a � ► 1 ���� � .��N`ANT I G:J- ;-- � • I FLOOR 0 B x t L 1 x I r - 'PAINTED COLOR: ICI 390 » i _ r „ „ „ ,_ � E. S�RAi�ATION ,� , �L ,- < � I � RA 10 I -+_ �. '�. 8 REINFORCED CM�J S -4 26 -Q '�--4 1 0 �_ TYPIM/ '-:M D `SIGN` I I i 60'-0 BLOCK WALL. ----------- _-- ----- __-_._ E_ r 1 FLOOR AREA TO BE i L__y PAINTED -COLOR: ICI 651 I 2'-8" I RA-9 I 0 48ts2r - » » 1 r » „ ( 3 6j 14'-8" 30'-0" F ELEV: 15 -4 3'-4 -4 26'-01' 3 -4 6'-0 _ _ I ` Q'1 -: __ _ - - s- -- ------ - DIFFERENCE _ I t COLUMN 0 —fir D OF LEVEL -SEE � o t I i I CIVILDWGS %r) - i I y : � 1 r<, - ,� �T - ---- -- -- I w o HT \ 3 '� / HT r� / HT \ 3 (� + 2 / H'i \� / HT \' Q 2 ! NT \, - �: 8 i'-0' 2 / 7 \+ /� HT \I 2 I t o ! I I HAND / 2 1 ; HADID I HAND / I ; HAND /� a >\ 4'-p 3/ \ HAND (HAND / I I 1 O 2 ► �..,. ANDI I HAND I 2 F. . i a AND LA I LAV /� >< LA LAV I_A t� LAV TYPICAL FLOOR TEXTURE DETAIL -1 I 4 •HR FII?E RATED 1/4" _ -sic- w w WALL, E3Y' ALBERTSO. S' 2 I I-J --_ -- 1 I 1 HR. TENANT— 1 » I 0 I 1 `HR TENANT `-_ r -' 5/8 GYP. BOARD - I ? J. SEPARATION WALL b SPARAT[ON WALL: 1 TYPICAL. UL DESIGN , 1 /2 GYP. BD. "- N EACH SIDE OVER _ 1 I I TY(P(CAL=; 'UL DESIGN I I ,- �J'I OVER 1 5/8" MTL. `�° ! 1 BRICK PAVERS - FURRING t� , NO. U448 A i 6 MTL. ' STUD. TYP A i�" No ;, U44.8 1' I I -r - I , g CONST. JOINT FURRING I t I PATTERN USED: 1 2 GYP. BD. OVE F.F. ELEV.: 4$,25' I i f F.F. ELEV.: 48.25 STRUCTURAL : r-� - - - STACK BOND 4�' SIDEWALK / » I 8" t 15'-0 t A-6 CONC. SLAB __ 3 4 MTL. FURRING BY CIVIL DWGS.,', STRUCTURAL 8' / OLUMN I V _ r 1 8Y CIVIL DWGS.` COLUMN _ _ I i--- -- I ,wr CONC. CURB _ - - - - - - - - - { _ - SIMILAR „ „ �` » I e'Jr r BY CIVIL DWGS. - I � u n » n „ 1r u ( I ' i �'R\ it\i"`,�\ e/,% ,\/ `'e .� �\""� i, i^/;• /\'f�a• ' I �. g,r 1 /4 , 1, 4 0 g 0 I 1 /4 1 /4 1/4 1 /4 1 /A, b` I ?d i I. FIM1 rv�l 4..d!� _ 5 R f 0k f _BUILDING,.. SfrE a _4_E� D f I I I• I C C WORK ------I I SYSTEIyt_� i ;� ,;� WORK— I ' - COMPACTED SUB -GRADE ' B G r--i p . „ , , ' „ RA-8 RA-8 „ _ E:, _ t E RA RA-7 I 20 -0 2(� -0 20 -0 20 0 I5' Q" 15'-0» 15' 0" 15'-0» 20'-0" _ - I a - " I . t -- o 6&71/2"- - L ( � � GYP. BD. � �--� --- o I� RA10 i OVER 1-5/6' MTL. 4 ,:HR: ;'F R RATED:, o J / " GYP. BAD, �;+ I - � ' - --1 I ONS- TYPICAL SECTION @ "� OV R 1 5/8. M fL BRICK \' p 8» STANpA�D RINF. I 1 9 d :. I FURRING Ak LB R „=' - 7 I FU RING :: I 1 ,3 , ,Q`r -r t - '_rJ ri BRICK PAVER AREA -+ E ----- ----. - A- 1 CMU BLOCK WAIL 2 R -9 6&7 I `'- - a TYP, - RA-9 -' RA,-9 ! I I_ 2 C N.T.S. 5 L F I 1 I �� 0 I RA-9 7 , :o 0 1 RA-9 RA 0 F_ -- --- of k RA-9 1 I P. D i TYP.- d ! I , I _ -r -1 I. ► I t t I I c� t} _ 1 �' .-- �--F r- , �- i` 4t� a ... ! I ! t ! I I ; ► I _ J1- ',r.a o I L. _i I t _J f t !_ ,J I I L_ J- ___ _�_ i _ 1 __ ___ __ _, ____ _ __ __� r--- _ v' I� i I� - _i �- _�_ - C;J - - - - - I I- - �- J - - - r + ,I I 1 T I �rl _ - _ _ _�- it _ I LC`Ci1�1E ETf� - _ ,, I ;-- �— CONCRETE--��a Gj',.I� I I I c� I�'— C1E1��'J: �� - -7 ---- - C J. I _ -�I� l I I I J. _ , 1 ! •i I 1- � SIDEWALK I _ _ -- - -,- _ , - --- r - - _ - -,-- - - -.. - -----, ,--� - -- - --- - � ; . I T� J _ j , 1= f i j r - i _1 I i Il _ _ 1. I , _ i �- -i r�. F f 1 C ! I -h-I , - . , .. -_ _ .ram -.. ...-•. _. .._ .. -� t _._._ CD I RETAIL ALBERTSONS ALB RTSONS RETAIL QUTL NE OF THE a. FLOOR AREA TO BE I _ _ 15 , 15 -----------. _- - --- - __. _ ___ Its- - -- CANOPY ABOVE Ca PAINTED -COLOR: ICI 651 1 WORK WORK ORK WORK I I' » r, , » _ » RA-9 » I 20-0 I 30 0 A -9 3 6 8 -8 10 4 -- ---- - - - --- _-_ , - _,_---- -- _ i,r - - -- o q". 11' 4" 46 -8' 1 -8 -- --- ----- _ __ _TYP_ ,_ _ T_ L FLOOR AREA TO BE - �_0u --- _. - . _ __..__ _ - - 201,E - ,�-' INSTAL .FIRE LANE ,� a _ 35 -0 30'_0" 35'-0" I � PAINTED COLOR. ICI 390 ..; ., .. , ., STRIPING & slcNAce---------- -_--__-_...-------•-----,_.-__��.�. ` _---._..._ ..---�--�-,__-__ ,__ :.,_�; _,_,�-----=�-----------_____--_-----._---- - ---- JCYs , i E. DR4�FTr+T , EACH t t TY (-SEE c Vil_ DWGS.) 10O,Q;, t cn 0' 0" 7EN61NT `.W.A. ��'; ' rn,,,, -- - - _—_ - - - - - -_ -_ - - .. � 1 •2 ..;,TYPE �X_ •: GYP � BD;: ,ON - , �.. _.-, � � _ .. _ .��-..:_ ��_- , ' - ' ! MTL. STUD C� 16' O.C. r - �, HC. RAMP • - TYPICAL " m r� - • , SLOPE 1.12 RE ER f0 : , ��� - - -p , DETAIL SHEE f RA, 9 DATE 2 3 , ' RAMP. •, : SL.QPE -�1;12 REFER TO , ` w �� AJt o B DRAV DETAI : SH 6 RA--9 ,:" - t_ SET / i RA- 6 RA-s A A" "B" OV L "N RIETAIL _ ,J V: , _ - _,�„ fir' ry ad r L 4 cn CD SCALE: 3 32, 1 Q �'A . ��� 12 ! r . , , _ , • , , , „ r n3 ­1 c- CD 4-3 J__ C.- af ED U) c_ 4-1 cu CL C4 ro CD CDO Lo 4-J EU Im Al� c0 3 HOUR AREA SEPARATION WALL AS 2 yi % 8 STANDARD REINF. FUN 1 GYP. 6D. CMU BLOCK WALL. OVER 4 3d!' MTL- Lu FURR IN (AV Ankand LL LL 516- GYP. BOARD r\9 2 EACH SIDE OVER RA 9 6!' MTL. STUD. TYP. um RM 01, um "mum, C$R RINKE13 BRICK DISTR19UTORS COLUMN BRICK PAVERS BY THE DENVER BRICK CO. vo 2 1 HR. TENANT �Y COLOR: INCA RED FLASHED 6&7 SEPARATION WALL r2 2 SIZE: 3 5/9'x 7 5/8�'x 2 1/4" d 2&3j. TYPICAL. UL DESIGN A-1 NO. U448 4q.\, JI RA-9) A FLOOR AREA TO BEX TEXTURED WITH CLAY BRICK PAVERS oll PATTERN USED: STACK BOND PAINTED FLOOR AREA COLO�: ICI 651. TYPICAL 10 R 11E T IIL Eft) J. "S 10 3 2� 0 F.F. ELEV.- 49.58' 1j, 'BY CIVIL DWG�;. of FOR AREA TO PAILONTED—COLOR, BICE I 390 16 A D-9 2 , FLOOR AREA TO E HC. RAMP :,y PAINTED —COLOR: ICI 651 5/T GYP. BOARD EACH SIDE OVER SLOPE 1:12 REFER TO AKln(Z(ADl?,lr_ APPA AS'WN, 6 9 9• L �07_ DMWM W• J, iJ % X. . r • 1. ., . .. ) .. Y 8 U-. ' o c ro c C) vi +-! L) Q] V C.. ,may , 47 ED - N CL C4 U ' ro cn O Cu f7] 4-1 C or r I • C:CD cm 100 V I , � r ' CRICKET ' METAL RAIN HOOD ° O PREFINISH ALUM. MTL. GUTTER WITH DONWSPOUTS % i \ PI �TAN�1 G SEAM MEeALFAL APi.) OVER VER R EXT. FlRlt RETARDANT PLYWOOD REFER TO ANICAL PLANS EXAC7 LOCATKF� OF RTU'S \ AIj repq�L- \\' field dQto; A` igatrumeni A ,� / • � v\ � Archit,~cfx \ \ remain th shall rgtgi reserved r ✓ / r . c ,`` ?,� - out wfittei violation" • c WALL BELOW 4 ;✓ i'• ; rs 5.1 i' STANDING SEAM METAL R INSTALLED BY MANUF. $P OVER 30 FELT UNDERLAYMENT R ' \ EXT. FIRE. RETARDANT PLYW 1 .7 A- !I METAL RAIN HOOD .SLOPE I I � rr • PREFINISH ALUM. MTL. GUTTER WITH DONWSPOUTS I I INSULATE INSIDE OF i METALWORK IN COLD CLIMATES ROOF MOUNTED i WALL ELOW - UNIT SECURE TO ROOF MOUNTED EQUIPMENT PER MANUF:' SHEEP METAL HOOD RECOMMENDATIONS � • _' � : i �-- I - - MTL. FLASHING SHEET r j SHEEP METAL OR 4" CONY. CANT STRIP i I ! FLEX -TUBE COLLAR (TYP) LAYERS ROOF FELT FEATHERY 24" AL HO 4"x6 P.T. RUNNER,OUT MOPPED WATER TIGFAROUN i { SLOPE', PIPES AWAY FROM HOOD SET IN MASTIC r B I � � I ; -10R00> STRUCTURE FASTENERS a ®a LBER.1 r APPROX. 24O.C. 1 i F MTL. ROOF r BASE FLASHING DECK SECURE PORT ECU E' SUPPORT RUNNER TO ROOF W/ FASTENERS I O BOLT 0 24"' O.C. 3 MIN./ SUPPORTS APPROX. IS' 0.C. a i S'x3'x1 1/4!' ® EQUIP. SUPORTS! Z NOMINAL STEEL BAR OPFCORE� OF JOISTO EEN PANEL POINTS JOIST , aETW r:. FIBER CANT STRIP - I , 1 SET IN BITUMEN Z R [�`"' TP UNIT T L ) i (� I N. T. S. A._ N . T. S. (FOR REFRIGERATION & CONTROL LINES) (FOR ROOF TOR CONTROL UNITS) (D-— _-- _-- _--. -_- -, f - -_ + _ = i = - -#- I + D AW BAN IC SEALANT 26 WOOD IN. NA►LERR c RI � � DRAW BAND OR WELD SEAL STRIP j UMBRELLA TO STACK GOUNTERFLASHING FASTENED APPROX. J --- __-- _._ ._- .-- _. _, ._ .-- -- i i I ' 18' O.C.-SUPPLIED METAL UMBRELLA BY INMTLk.� A RTU RTU RTU II RTU RTU R7U i z SEAL TOP OF FLASHING SHE CONTR. SHEET II W/ FABRIC TAPE AND _ (I MASTIC o0 BASE FLASHING _ I (� SLOPE IL 9 z( i `` o � ! n i i f ! i -- FASTENERS APPROX. •i� " OCi®N Il�� ' I� :I *. 24" O.C. ;� � I I I ( I I . I � I I 0 .1 _Q w CP 3 _0 Om , o �� , 7 " � -, ] , , , , , , ; �11 " -�, I . . "i , ,;� , �, j A , . ': -, , " I . � . I I I , I I . # � I mot,'' , *_ , . I � I: - �.i�: � 1�_, ,4 N I I I I � , I � - r A " � I .. -- I,, ;:# �. . . I . , ( RA-6 . I E LEV'. 1 3 2'­ O" I . I I \,IF J.O. HIGHEST POINT I I . @ METAL ROOF , 12 . . e 1 12 F/- I . I ,, . 2 1 1 1 1 , - 1'2 ', 6' I � I I I I 11 I I 11 1_1 11 - ------ 1\ 1" T.O. RAMING . "I ', ., z...., I , I , , .11 I lX I � — ELEV. 12,0 _0. E' � - � I � I 11 T.OT ' , , "", 1 ; I ____ m 1 � I I . . . , , /-,. )"I'll � 1, /�. ,�. ,, t,,_, ; ,d--, .BEARING, 0 'FRONT i 11 �. ve k, __ REFER Q S. "\\ ./ ,; T ,. D TG - - I . (RETAIL "Ao ,),-.!- (D_ _m I ; 1� I I " g, - otp - I t---, ELEV. 'll O\_ � � - . — /1 __ � I , , � I I n t� r I —&— ' - X Ir I /1, / 7 -:', � Tr: i. 7, r " 1I _ r " * ELEV. 104,14" 2li-1: , I ;I- _ .---- �l I L 9 � COLUMN BASE - //l — I ' I .l: I . . 11 I I I . ; : .. ELEV. 'I 00'-0" , I I -1 I I " - FINISH FLOOR . \_ I I I . . - ; ill-e . � I I I . I e - . � I - I 1 FRONT E I , �RAA � ) SCALE: 1/8)) =1' I . . � - I . . 1! L . l , .., ,.i: : 1.,I1 1 ,, ){,. l� ,i. �. 'II1����l��,l -I l I :-I- I .I 1I . , -, . I .t . ,,1 , I 1 .. I .I -I .) � � � . ,. I; I I , , I I I .. I I I1 ,. � . I I . -I. I. � I�I I. I I II I"I ,l . f I , _ 8 " . I RA � TARF­ .,, I . . � ,I . . I I I I � . . I . 1I I RA-7 MELO I . 1321 y" l 1ONSI - ELEVI .I I ,, 1"I .,�AND .PECCIFCAY T.Q.T�HIGHEST'PQINT-. 'F xIAONAY x2,,DIAGONALY, IROO22DL4 F I, II I 0- METALRWOO"RUCT, DGS I - .� . : , IF1SCORD EIFS TYP.�0 STY� ,12 :ECIFICATIQNS. iI .0 � .. ` 0 I . I I. !�. . .,E.LF.S. MOLDING 2. .12REVEAL �I i- i1TYP.2-CONT (TYP. ) ) 1i F. . I PEIq/..F- MOIN INSHPFINISH-FLDE;S� .PL1, I ELE2;1 I 1 T� ALUM. AHINGALUM. FAHINSG i CONT. YP.� 0 � 1 R;MN I • l l�" ONTI TYP, CONT. TYP. I !o- . �C�� ,I�,, k, I I iLEV;12O-OI 'T.PARAPOET / 2,7eI, �"/�6 , ,. . ? v%I '���,/ � 3Il /fb � I r � I " ,: 1 x 0 , , / ,,�, �� ELEV. 1101-YIyl. - 0/lK '/ 1/I /" / ;, E.I.F3. OVER � ..0 I WALL zoCMU I //X/" �'ELEV. 104'-Q--� COLUMN SASE 10. . L0-Y. EEV, ENCLOSURE —I 3/4' X. 4 1/2" ALUM, FINISH FLOORI COLUMN ENCLOSURE ­-/ ' � AIL X/A-5 -J - STOREFRONT FRAMING SYSTEM I I . . I . � . SEE DETAIL X/A-5 I ARCHITECTURAL� QRNAKN I TATION 01., '. . I I . , I I I I I I , .,...-,. ­_­ . "I - . I I � . , I r 1: PINEAPPLE PINEAPPLE GROVE J)IESIGNS I SG ON E MEDALLIONS 11 I " . � MuDELI SUNBURST 2 - - . I i 16 x . I . I I � — I NOTE, BUIL-D A .2.'Wxl'D � BAND" I I 'AROUND EVERY' OR I � . . ­ . I " I I I - I 11 I I • � I I , 11 I I , - I I 41, .. -- �': ��',:�"."..'�, - , I . I � � � � : � I . !� �j' .� :. , � �,�.l i. �, ". , I I � ., , , - ; J,,�, `�',,;" . 1, I , , _�.' . , � � , I "�, � -, -"! �, � , . . , . , I � 3 11 � 11 , I I � . , ,_ ,� , , . .,, 5 � I 11, . , I rp ito, . "" ,,�,,�� �-. ,,-�:_' '�-�',�� ;, .�� I , ` I I . . , I I � I _�� I 1 , I I I ' , 12 1 2?_0 Aid i'': 'k 3d ., I , *Ari 1 n n Plnri .`'Orlando 32803 I � . r, h- 7. 2I 8 4�,R,22I,Q0OOS:Cr Fax: 228 4219 1. r1�, , ;"��' ; _. . I I � ­ I . . I � ,T�­ 1 .{l., -, � '? ,VdopykqkT, 2. ICI 667 KANSAS CORN All reports,-olorepec.elqatlods, computer fills. :I II fleld;datoilnot4s`qnd9%or documents,and I' i`, l instruments' umebtsprepar" by, Ouhcqi'6e, Petemn " 3 !­ . , Architoc,0"(C di P 94ln0ru"1104,.of service 1 Vof,G' I , 3. MBCI CRAFTMANS remain _"., proper, & ,C �&.R shall (etqln all,'opmmon low, stotutqhand otiv '­,I_ - i "SB12(COAL BLACK) I � "vdd.Ojhts,.iiclud'�jtho copyri96t theeto Zuse or reproduction ofthis docj��nf WIthv, ,l�. .v_,,�II ,; ' I W/ CLEAR ANODIZED ALUM. �1- . 8, - Ev, - 35'_0`1 (TYP.) I . 1 l'-4!' . ' I . I FINISH AND 1/4!' CLEAR GLASS. . . d I . ? 4. ICI 815 NATURAL WHITE 46'-6" 55$_0" - I I APPLY UNDER CANOPY. . I , I . . . I I . CEILING -TYPICAL " I I I 1 57'- 1 0(' .1 . . ll� . I I � . I . I I I . . I . I , . I .1 I . . I '' I I I .� . : . � � . I. � I I I . I IO'N" "RETAIL A I � ... I SIDE ELEVATION. RETAIL A I . . . I Li) I ! I_I IIljl�li l .T1E, ILI.IEI I I V. 1I321—9w_..�-, -- "uI I D--.---,-----. -- . -I. -I ,z- , -. , -41�-, I -� , - -, -�I I " - ,--,- ,, ; - -I ")1-=-. -7-3.-I - 1-�;,xrI-IPt / -,-II. -/-- 11,� /--.�/- -_,-X-- I -It - . I, 1 PRE FINISHED 1 "T.O.- HIGHEST POINT �----2'x2' _ImD_I, I - II. _A . G ON1I A.- LII LlY 1le\.n ,1I1II� lI , RA-8 2'x2DIAGONALLY METAL ROOF . �" i ALUM. FLASHING 7, 2" REVEL� *mETAL ROOF 2 ). T -SCRED IF5.(Typ�y E.IF.S. MOLDING.. i I, . ...l I D. . ; . 1- ...0$EE STRUCTDWGS SCORED- EIFS (TYP. CONT. TYP. CONY. (TYP.) I CONT. (TYP.) b1 I E.I.F.S. MOLDING12 ELEV, 124'-4' - __ I 4 I F / I . I' 12[TYP.) 0 CONT. I � T.O. FRAMING 2 /��\, i '-" � I j RE FINISHED REVEAL 0 I 0Pb0 .I ­ 0 II I1I )1 . %S ,I 1 -- I I. -ELEV 1214____ I ELEV. 124-1•ALUM. FLASHING (TYP.) PARAPET �"/ ____.l_.__ Y� . ' . . RA, C , ' / ­CONT. TYP. I I, . ' 1ELEV. 121'-4k�,, O RAET1 /\ ,, , /t / I BEARING 0 FRONT .I ,, , -1�t 1. I R TTRCT. DWGS. �7 : x- REFEO 1? 1 '14` _ " ," � RETAIL Y1/ I I ;./ )� <1-, F, _ " _ - N , - � "1 � ELEV. 1 10'-0 1 ___ 0N I- 1, W­ /? /( 1,✓­ I / , , /� /� .. �// I /// �1/ l�VA4_V/r# F . . T_ ELEV. LEV- 1. 0A4. ' 'I -.0I.1", ... . /I/I _ I / , /v / — � /w/ 'X/ ; // �,.�IltII �­"� �. — . / . b I E.I. .I..�OI V�/ COLUMN BASE /r //-CMJ WALL / F _i -. . I I tb y� , , /x COMN BASE' ELEV. 100'-O" I .FIN_5HFLOOR _13 4' X 4 1I:Z ALUM. . I ELEV. 101--4' ; - SEE DETAIL X/A-5 STOREFRONT FRAMING SYSTEM FINISH FLOOR COLUMN ENCLOSURE W/ ILEAR'ANODIZED ALUM, III Cv_I _Iq I; I - !FINIH AND 1/4!' CLEAR CLASS.. I I !L. . . I , .1 1 1 1 I I 11 ! "I I SE. E DETAIL X/A-5 18'-4' 30'-0„ 32'-6' 81_E�l14'_­lV' I1'-4' (TYP-) 35A —0"I . #I 8$=_E.r. ; e I I I . - ­ I I I I . 104'-4" . . . I 1. I I � I , � I . I 55'-O" - , : I . I I - - - - - - 1. I � . � , I I i , I � � . I - . . . I . I I � 11 I I . I . 1, I . . I I I . I I . I � , . 1. I I . .It P . I , I � HU N h A - - . I -11 I .. . . r%&V% am r% I ­.m UN - I ' . ('3 F NT ELEVATIO ET'a IL B_ ?, ' I .. . . � . . I., — I � I . . , _1 I . r4_� SD"" ELEV "' I " a RETAIL ' I . 1. $) . I . "I., I I � . .1 . I � � VA-4) SCALE: 1 /8)1=1 4 — . 0 " ' I I I .11 . I � I . I , I . � RA-4 )SCALE: 1/8"=V-0 I � � 11 . I - 11 11 , . ` 11 .. . B t ( A '1-II C = RE-A-,--��_-"4_6, IIjMILIAR R.,1 -­,--- _1_'I1.' Z \ T- . I - ,I 1\, I,/ —,r 1 r, %I . 6-,II )I l . kII I " " i . 4 . I.lI 1 I, . I I I1. -1I , ,I 1I II I .. .1 ; -. 6I !)'' -,I -.\ I- 1 . .I , I II II ... I . ..1 SIMILAR II . 0 1 2 —'x2' DIAGONALLY E. F.S. MOLDING 4 , . 2rx2DIAGONALLY 'dELEV. 127'-4; 1 7-; I I SCOREDo-.EIFS (YP.) I I I ISCORED EIFS (TYP.) CNT-(TYP-) I T.O. HIGHEST PARAPET 1 E"I,F*S.' MOLDING i 2p REVEAL i REVEAL Q i I ; II ELEV. I 24'-4k PRE FINISHED C0NT.(YPI) L. 124'-4) CONT. (TYP:? PRE FINISHED � ! i �COAT. (TYI TI.O. FRAMING _ !J! II I i 11;,ALUM. fLASHNG T.O. FRAMING rALUM. FLASHING I I CONT. GYP. CONT. TYP. DENS GLASS-GOLI kk I b ELEV. 120,-81', I .1 i. I ____ l=­ __­T.O. PARAPET 1" ��- ?I b J. I I!BARING @ ON. -_­­"--__­__­­­ ____­­ --_- ___ _E ­, _. , ._� _ * ' 1 (1 * /,A " , in, , ' ," I` - , \11,�,, , RETAL ELEV. 1 10-8, __l/-,,� ""I. - I l�� ,\,, , �?, , ""­_!1, l� "'" ,� � �p I I�.� "l 4 �Z� �Ip X/�, � ��� ,, I LI ELELEV. 1,10,_01 `"_,- _,-�,___ ._ - " 1I" // / / I 1/ I�. � �/ /// /�/ - � / I+ ,� �/, �// �// L. 00 �I O// I/ .P '� ' )bI/I /', // I /,. / ,/1I /,l "�1� �1 _//� " /� I A�', �, �,1/�, I 1 I// / " �/EELEV. 104'-Oo.m- / � COLUMN ,BASE A M ELEV. 101 -4 ELEV. 100'-0" a �0 ,E/.-I-------\%FINISH FLOOR I, .' , I FINISH FL.Q. qR "". COLUMN ENCLOSURE -ELEV. 1001-8" I l 3/4:' X 4 1 �2" ALUM. 'l t INISH FLOOR STOREFRONT FRAMING SYSTEM I I I I I . \N ELEV, 100'-8�, SEE DETAIL X/A-5 A-L-'\ FINISH FLOOR 1. I - . \ " 11 . (TYP.) � . V CLEAR ANODIZED ALUM. , I . ,FINISH AND 1/4" CLEAR CLASS. � I � . - I 1-(p I 15'-2!' � 81-8' L 67'-4" ._j I.z 30--b- '. L , . 35 1 . 1. I � 20'-0r , . . . I I 1I 7.-II ,I -6; '-.2' ` LI IL . ' . - 1 I I . . RA-4 rrmpal 8"=11-0" I ,. . l I . I I I I . . I . . I . ; . I . , I � I . I OK � . I . k\,RAC 6 Sltv OG o- 10i I . I � . j , , . . ) a— . ­1 - 0, 11 I ELEV. 126'78" — . _ T.O. — \�F T. 0. FRAMING RAMINp . t � j . . . I . I 'I - At ELEV. 1'21'-4" ' , . \.p T.O. PARAPET - I I , I i;'. I I I I . gdL ELEV. -1 I 1 o-4!' ! _\ . \-F I , 11 , Af,\ E LEV. 110,-8" \ '. ., i- I = - _gL ELEV. . 1 04'- 8" --- \,IF COLUMNBASE I , ELEV. . 1 00'- 8" , --- - \�F FINISH FLOOR ' . 11 I I - I . , I i I I .1 .1 I I ;1. i I I I . j '. 1. - II ; � . . - i . I . I I I I , I I I I I ­ I " I w. I 1 ., 11 , , I , I I (RETAIL 1,- U')1 ­ . \ J L.I �LI I I L�� \.".� 1 . I �- \ ,�. , \\ k II , L � �l� \ � L \�\. LLA JU , h L �L___-11�J'o L M 1 '1O1 � IID0l,8�­ ELEV. *, , .. FINIFLSHOOR.OSURE I 3/� X 41/�,ALUM. . ELEV. 10l'-4" SEE DETAIL 20/RA-9 . 'STOREFRONT FRAMING SYSTEM ';"� I _. FLOOR (TYP.) I W/ CLEAR ANQPZED ALUM.' , l' Yl I, . I%� ,FINISH . FINISH AND '',1 4" GLASS, :;,': I � ,;,,, C� .IHhJl� , , . , 2—U�.,'I� ;,, 4 30 W , 68*-4 t 1 V-4 " .40'—O ,1,II ., I�l ,-,1 . ,. .. I I . l..'.' 1. �� I� i izItg ,1� 1," .., -;i. , , ! ` , D --� I � ELVTI � IL. , � ­ I I �' �. �� ,II "T kMT� . � I , .. _— _ i01,:_ 1 ., I , 1/=l � ��'lI ..CAL8-0SE ,� �, " � -,., ,,ID II , I i I I , 7 ,o­ �l , -. , .\ PI ;I.1 ;' , _,l � . . I , I., 1 , . . I� k. •� . I I I , 1,, 1 I. . , 1? . , , I .1; . .,. ., . , i� ,1 I !.l I I I I I �� . k , t' , ,. ,I" , � I I I . I I I '� � , �t I . . 11 , ­ ": I I � - I 11 ` � I I , 1 ,� I . I �11 . I I , . ". � , " , I 1. .. ., � - ,� ,. ,� , , , . - . I - , ;, , , , � � , " I . - � " �, I j, I I 1. . : . : ,� , ** - I �� .j - , ,,,�,� � �, , , � �_ ,.:;, . � . I :1 � I .1, "I , I z . , I , , I ,9 - , . � 'i � � I I , I I � . � " , , . I � � ;."', , . o . . , - " � " "I I � I I , ­ . I I I - I •I ': � . � I I I I I , ., , , _,­ , - 't I I . . I , . �- . � ! I I , . I . �- ; " , I � I I . � I . I- . .1 I I ,,,, , , , . — . . , - I , � I � . , , � ��., i , I I . I . I I I . � , , �- , �,, , , ,� � 1, I - r �l . . ,; I . , � � . . , � - � �i ,,� ,, ; . , ­!'� �', �1� , , 1�1 I I � I , , I � � 11 I IL, � . 1 �1� �..� , . .. 1. 1. � I I` ll'� I I ", , �'�, w �,,,� * !� : - - - , I � � � , ,,� r . ,� ' �l il I I I . I , 1�. I - I � I I I � , I I ! 11 l� i R.EYNOLDS ALUMINUM '" KH-t3 ,�n—v �r_„vvLua r�wlvu,vvwr F ` PANEL ,OVER 5 8" EXT. PANEL OVER ,5/8" EXT. PRE, FINISHED PRE FINISHED RETAIL. ALBERTSONS r16 ALUM. FLASHING FIRE RATED PLYWOOD FIRE RATED PLYWOOD ALUM. FLASHING CONT. BEYOND ;� BEYOND. > LIQUOR BEYOND. CONT. TYP. STORE BEYOND j I f i ROOF LIN�F�j 1 . •- .. r1 I, �. •- ,T r,—j 11T r j TT �I , 1�' i I i(�1f_ I« {,,.� T.O. BEARING @ FRONTf [FTT f I � h � � 1 r , � » REFER T C T0� S RU T. DWG$. _ ELEV. 114 —8 . ELEV.-114 - - --- - - -- - - -- - r- - - - -- - r BEARING WALL. �y T.O. "CMU 'NALL r-- T t 5L LsjL L� - i T LLri; T_t i 1 x4 METAL o ELEV 112' 0„ i. —L ,�' y RAIN HOOD 1 2 -;-_ [_ TYPICAL cy - :_.Z o to i - I� L ` r - - Z r --.7 - I 1 I / f. r 1- f - ELEV. 100 —8 ., . ELEV. Q0 QS FLOOR FINISH FLOOR PRE FINISHED ALUMINUM CMU 'WALL ` - CMU WALL: 2 a a• GUTTER & DOWNSPOUT PAINTED t PAINTED , W GUARD PROTEC 10 f C� , 48 MIN. (TYP.) . • 3� REAR LRETAIL B/ i IL k` RA-4 SCALE: /�„_�,-o„r4 � /8 - RA-� SCALE. ,,���„ a ri P I D PRE FINISHED ALUMINUM C , GUTTER & DOWNSPOUT REYNOLDS ALUMINUM - g PANEL OVER 5/8" EXT. W/ GUAR , . D PROTECTION FIRE RATED PLYWOOD`- - -- - - r RA�-8 BEYOND. - _ C7 48 M PRE.FINISHE ! _ ALUM FLASHING CONT. BEYOND I I - i � i II • II III. �,j ,11 11� I, i; I i �I ,I ',; f► :, ,- �� :i i � 1 � �,(� I , ( I ! I. � i I�:I � I'�i�. 1 (i r •, �,�� �� l �{ I 1. � � �. i f I) ,L' d tl I (� �. ,'' ; ELEV. 1 f 4'--8'---�— __�— __� __ __ _,_ — _ -- .-- -- — --. --- ' _ -- -- _ -. — _ ._ _ ELEV. 1 -- _� T.O. t T.O. CMU WALL I1 I 1 - L, } ;r > OCMU WALL r 1 x4 METAL - • L�l IL tl� .__, - RAIN HOOD f I"_.1 i TYPICAL b r l _I_... O 1 .- - _ J _ W. i 4 F T-TT,i =f t iC •t IA PLYWOOD I I FIRE RATED PR F I! N E , E SH , 1 r I 1� N BEY0 D I f E�L 4 } 1 f • t. ALUM. FLASHING arT I � , T:O. PARAPET � It CANT. BEYONDrD , c I I I Ii , , f -r - - - i ! - -IF r i r -t T 1 T r r -r r 1r T' 1 1 I r,t" � 7 t r i r I r 1j ! 7f � I I I I} � II i( I I t iI f i 1 I I I l I � .I 1 T � l I� I I I:1 I IiI , i I I ! I I I { IL�l • � 1_1_ — t r I I I r -r } I i ! f I i I r : 1. .. .. r. . PRE -FINISH CONT, ALUMIN. FLASHING E.F.S, .OVER u INSULATION BD 0 N E XT ;5" DENS -GLASS GOLD SHEATHING .� ALUMINUM RAINLOC PANEL. OVER a 8" FIRE RETARDANT I f PLYWOOD ­ON METAL STUDS p �h E.F.S. ,OVER 1-1/2" INSULATION BD. ". ON 5/8" EXTERIQR DENS —GLASS GOLD SHEATHING I R��• 6!' l �, :,�1„ 1, _ Q1� 91t S�, OTION"ETAIL RA-7 r IsC'ALE:1„=1>_o„ `•j j,:., A . 9 . l . - '- . J � . . t - •:.a . . - . -- I ' . -__,- BUILT-UP ASPHALT & GRAVEL ROOF R14 MIN. INSULATION OVER METAL DECK. SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS -TOP OF MASONRY v VARIES ': TOP of JOIST r VARIES. SEE STRUCT. DWGS. - CONCRETE BOND. BEAM REFER TO STRUCT. DWGS. ,', . I . 2 X' 4 ACOUSTICAL CEILING TILE IN METAL GRID. • SEE SPECS. . FIN. CEILING • . . 1 "10'-0 , ' ACOUS rICAL .) :!CEILING "FILE X_ -< -_ . -11 _ n; .! ,r. -: 6 'U, _ l - . , 1`. c� , " �' _ - 11 ' - YC .� -x , 1/2„ DRYWALL OVER 3/4 MTL __ Ft s;; _ FURRING @ 24" O.C. ON CONC. :- .. BLOCK WALL r ,(_ ,c -- , 7, , _ - -�� � ' - . -o < ,_ . • . __ yC i ( -. is 8" x8" x16' STANDARD, REINF. ,, . ' CMU BLOCK WALL -`PAINTED __ r; �: , SEE ELEV.L FOR COLQR ` SCHED. a `` _ _ FILE. ALL VOID !CELLS W/ FOAM � INSULATION (FOAM � CORE 500) - > _ . . - 4� _ , , = . �( c = t_ .. - STEEL RE -BAR IN FILLED CELL �r : SEE 'STRUC. DWQS. . 11 _ ,. — I - ­ _ - ___ ____ .�_ ___________UJI BUILT-UP ASPHALT &GRAVEL ROOF •._.- __� _..._ I. . I�� I� I1II III 1 I .. . I .. II I I .1 . . .­ I I II I III . I . .I �. . ­ . .IIII . I I-.�I. l � � Q.�� I . II .� R14 MIN, INSULATION '' 1 v, . .fI :1 . I[--­-._-_�—.�__'_­--1II-.---­_�7__A,--"--V;..-.,-* -_:--��: ,_,_��,, - ..- l I_ ��_...,,A�`� ,,� I i--':i�.)�,,7Ji.1_�,�11 -,t4 1_�( ('-1� , -'-.. : I 1 [ --�r__F:_i�I---7.--�­-----Z-.7-;�_.--I- ..�I I I,�I , II \I. I".I1K I 1. 1I ,I- , - IlIII iIi . � I I-'1I'1lIl,,I I,�1.I. 11 1RI �. . .I,r .,�­"..:�"l1'.. , ­ . l1_I 'I,� , I���j�'� ,' �.I� -,­�.. ��I'�I, I, .. ­. �­,\�­l�l.I­"\z�".-- _,zI..­ 1, �­._­I ���"I­. ._�,,�1,.I-- �=I . -I C. I-,6'.;�-I 1 <'I'I �11I- 1�. �., 1, - DRAWINGS �.1 ! C' I BUILT-UP ROOF SYSTEM OVER METAL DECK. c ., . . 1 ` . - I I` ! RIGtD INSULATION F SEE STRUCTURAL DRAWINGS 16 :' ., c E �; RA 1Q ONE METAL DECK. REFER AND SPECIFICATIONS ' 4 ,. ,_ I { I 4 CANT STRIP O SPECS. f { TYP r TOP OF JOIST 1, _ � I u 1 - BASE FLASHING D. < I ,� I 1 TOP OF BOND BEAM SEE STRUCT, DWGS. r_ _ E. F.S. OVER 1-1 /2" . 116'-8„ c _ I . _ L�, INSULATION BD. ., 1I _ t � , ' RIOR ,( - ON 5/8"' EXTE I I I ON ( _ ,, STEEL BAR JOIST - , I� :-+ `1,- ,�`-1W�: GOLD SHEATHING ---- __ MASONRY TIE c -. r, ,,.;r r/,lxiY . hr ' r • ! ✓, �;. r>,: , '� x.: r x x 1I.� I- �.I.l �'" . � G�1I�, . SEE STRUCT. DWG. S �., _ �r x I 1 I, I: � �_,:, ,,��.I-.:l��I ..I,"l. ��� ,(, BEAM SEE � l c - - > l � T :. , c STRUCT. DWGS. I { { ,< , 1 { . . .. t , '-, {" L . { f - e I ANGLE $T ' DE K �( , EL. SET. { . # =- , , -- : _ • r', c = " STRUC DWGS. RA-9 I l : r /l, .-. ;�� JOIST BRG. - I. -, (; r ! + , I <� E E To s d� _ 1 1 I 1 STEEL JOIST GIRDER I, I. T. ;. _- { I it I 1 I ( C ,L 8 CONCRETE BLOCK WALL .. , i I I . I 2" x8 P.T,, WOOD .' BLOCKING JOIST BEARING ' 4 HOUR FIRE RESISTANCE 24 1 I 1 1 FOR SIGN SUPPORT. VERIFY I I REFER TO STRUCT. DWGS. BY ALBERTSONS ¢c�( �' . EXACT LOCATION WITH SIGN ;`.t - ,, RA-9 1 I I I SUPPLIER &' INSTALLER. 1 ` l,c �l f': TT N - _. - !,; = ' , I = { I i � { FIBERGLASS :BA I SUL. c f s} I I. ! I SEE SPEC. FOR R" VALUE I Q I ", rs': I AND TYPE. :1 DECORATIVE STA DIN SEAM / 1 i L 1 t '{� {n _ hA rL: fZfOF OVE ME. AL STRUCTURE ! _ . 2 X 4 ACOUSTICAL o; 2 X 4 ACOUSTICAL ._ ,( I I i / I CEILING TILE IN = i _ A ��gg I II I :I CEILINQ TILE IN ,� _ t1i1 M"r RID SE SPECS. �. �., MTL. GRID, SEE SPECS. I J BOX. COORDINATE L G E - .1 / /�\ 4 1 . I [ , . I LOCATION W/CONTRACTOR i I � $»x T,.,PE{,'X-, , GYP. BD. • JrF , t N < I • +� _ to ry . , I I I I { aNrE HR;.• RATING WALL s it\ I ING x . __ FIN. CEILING = / - --- -- - _ - . _ _ ,- F 1. CEL I 110 0 11 0' -0 I i I ! 1 20 GAUGE PREFINISHED ALUMINUM .Y T _. � - ' : , . . ,� I ' _. _ _. - __..- - � . . . �' � 7I - I I.I �� GUTTER & D04'/NSPOUT _ . C _ 109 -0 •, r --- -. s \ �, I 1 ACOUSTICAL CEILLNG' _ _- . , -�, _ - , - T.O. STOREFRONT REVEL - i _. �. —• - - - r . . i ALUMINUM ­1. VENTED I. I . . _� I 1�� 1,I, .:- II­ . I '> _ , :f _ �- 1 :' I ': , '.;'�[ . X , _ .. . ;: ,. I. , - -- _--- - . - SOFFIT PANEL .-I � ;, .. . . �-� II _. Il . � - y a ,. . 1 iI ,I,� III , lII I. z. �l -� ,t.� r - : _ ( , - ; , - . -- -, , . . - - _ , - _ ,� 1; ( i LT._. ,----11-1 - 4-_. . �:. ,- );.. III tI II PT Mx6 W D I k�' , • 4 , : I ---,- - _. 41 t BACKER ROD I BLOCKING _ , ;� -1 _�- & CHAULK I,-L 1 " � I I, 17 , ;-�._ :-� I `0 . __ _ � I. I j� I_. I :.. . STEEL COLUMN BEYOND -`° . . - 1- I FILL ALL VOID CELLS W/ FOAM A . z - 1 11 . X f . - -- . __ 1, ��-�-z �, %�. `_1l-I-- ,�_ l-1 � I . . I . -I- 1I I I I I " ,,, . I � I � 1 INSULATION (FOAM CORE 500) � I I " 1/2'% DRYWALL OVER {`` _ - -- -i I • ' i ANODIZED ALUMINUM -5 8 METAL FURRING 1 I a�N I . � . � I � I . � . iI I A.V �I . I. �, . . I- .IIr !III — . II .. I. 8' x8 x16 STANDARD REINF. rr .c$ .: ¢ �L___-_ --_C�_ _-- STOREFRONT SYSTEM CMU BLOCK WALL PAINTED - @ 24 O.C. ON. CONC: ,,z = 2O I Q I . .I . I . I 1 �� I 1 4" TEMPERED GLASS. .� . " . . � . .. SEE ELEV. FOR COLOR SCHED. = 12 GAUGE SHEET BLACK WALLS -- - - . / r . 'I GALVANIZED STEEL ` i� H RA-� . -,-_ F - ­ . _-F__ { "I _ I � ---1 - - --L _ I . � II ry P PROTECTION GUARD �`_ �,, 21-I�I 1r­— 5fI ­-_� -_ . . I .. I z. I .1-_ _L_ __ . .. 1 STEEL RE -BAR IN FILLED CELL C . _ _ I� I 0, I .,I . 1 _.I,­'�.�,1­..;,­ ;� �1%.1:� ', 1 x� - f . � !, i Y: �, _ I SEE STRUC. DWGS. .I . X _ 104'-0 -----� __.. 1 .�. I. _�i ll�T.O. PRECAST CAPI I I , =., /------------ -- ____ -_ 1. -_•_ -I ­I�,7V--Q --I:II ,,-. 0.J,T_, - I ,0-I­-�% c CONC. 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FOR CURB --,--- „ i' - 7 ' / /� / / / t} I �I �� / ,/,.,;; / ;''� �; '� .%, _i_�____ _ _1 JOINT'.FILIER I J 4 CONCRETE SLAB , , i vI /`,' / v,. DETAILS T /y '� 1. . / y , , ,.� `� ; SLOP . /i"/ \' /``. _ , I � I. "'= , v�';'''100 -a I I // y' :, -�."q �1T,.I.\�,V._4�,,— ,�\.I . �, _. ". , FINISH FLOP .b a ., REINFORCED CONC. FOOTING ,, x � v ,\ �, • , ,; • o- ,, 4 I (•s a , , , � � / a � � ,. S TRUCTURAL DWGS / / / : r', A , \ a i / EE S / „ i r >� �'� .' t ; 1 , . ,, j / , / j' // r /•,� / �/ o s // %'�' / %� A \ ,�� / A f''• / ', '6S •,,',. �' i' S I +i r. i r / s < / i V/ p�3�'s". fkfiL« i e ti } iiir si �� / \ i /� / ,/ :� ,,j .,/ / `/ s / /� / , I - ��\­�-. I �.� .,, �I1I,r.. � _t I- ., , NI'... a1- , 1 I -I. I . .i1 , Inm � I 1 * I I.I I �1 1, �. . . I!1�.. IL. '1. I�.." 4;: ' / ',VAPOR BARRIER, . II I I-II , ,� 1II ..I ', i' / �'� . �. A / '� ,, /� �' �L ' I I X�>/1II' 1I //,..,,I� .",, , ,� 1,I� ., "�, � ,.�����. .,� :. 0�,. I� . �"I , .�I I I � I .-; I 1: 1'I -&`.A�1J,­. 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S �,. v �; , ��'' / y� �' � , i •til,/l ti � , � A i� ;,•r� y% �'�;' _ �, ri '�, ,! — —`- �:;� \ , / _ `/ .1 `F / /// ,,ZII�,� I ,1-' � _I , -, '. I -�, '\,. II­:""�� I .�/A�1. ,\;�tr`I.I :�. ,I /, �/ ,'� qI m,l, '­,�. �� ,7I, .-��l;" "I:\,�. ' I Ix��<IIl, N� II>,^-'�iII I .��,''\ . � , , , / /I / % _' . .,1/I ,. �,',, _-,,,I I. :" # . � "-1'�o­,� d41�"'1.,� 7,�, 1,I10 �. CONCRETE PAbti •;``:, ,`i��`.` �'\ . REFER TO STRUCTURAL "'� �;/,, i, f/ e ,� /. / .. A . ,: DR WINGS , / ; 1 ` ,'e.t . \ / - �/'` . � j/ ;f �/ / r` / '� / '�/ `j, /`� /`. , / \. ' ,,- : : ,: - \ w t , . _< ,\ ; . / „ , : ,, / k / / ,�, -, . ,i \ f / /. ` , \ I I,�1II .I" :. �1l. �, I -, .'-,,I-�I�I .., 1II,., I1 �I, .; .1� t , f �: / ti / _ .., �� , ,�I". I1.I : ,I" . .�'-�I 1'. , ,�1 l t� `�. e. .. _. ,. : / /.:.� - r ...,.- . , ,. ::: „t t - - �. r. r II II I r , • - ,,.I1 , I� � I ,I�� , t} } } )t a a • _ _,.— r, ::. R 8 _ ,A_ , A 4. RA ,: _ c o :• :: �o S � , � SCALE. 3 / _ .. -/ , . :, : .. / , � . .. fU r CD L6 4-1 u cu zll_m to Cl TEE -CLIPS; 2 ABOVE TRANSITION AS PER. MANUF. SPEC. EDGE OF VERTICAL SEAM (INSERTED INTO MITER JOINT) AS PER MANUF. SNAP -ON SEAM; MITER ,�ERRF�EMATNE6-. s p F PSPEC.LEG RD' YWOOD 5 8' DING TEE -CLIPS; - E ANT PL FOLDING 2 BELOW TRANSITION # 30 FELT 'UNDERLAYMENT SPECIAL l ANNEL CLOSURE FASTENERS, LE 8 GAP BETWEEN EACH 20" O.C. MAX. FL SECTION' 1. FIELD CUT PANEL LEG AND BEND PANEL AS REQUIRED FOR CHANGE, IN SLOPE ,FROM ROOF TO FASCIA. I FIELD MITER SNAP -ON SEAM TO SLOPE CHANGE. 3. ONLY ONE SLOPE -TRANSITION PER PANEL IS RECOMMENDED. 6, ALL'FELT UNDERLAY?AENT, CAULKING,, AND FASTENERS, ARE ITEMS TO BE FURNISHED_ ANDINSTALLED BY THE ROOFING INSTALLER AS PER MANUF. SPECIFICATIONS' ROOF TO FAQ 1, A Q E TAI L-..-. N.T.S. BACKER ROD W/ CAULK ALUM. STOREFRONT SYSTEM 1" EXPANSION JOINT FOAM BACKER ROD BY ALBERTSONS 4 A TEMCO "DYMERIC" CONSTRUCTION, JOINT :-*ALAN T JOINT SHALL BE 1" WIDE 'X 5/8" EP. INSTALL A CLOSE CELL POLYETHYLENE JOINT BACKING TO CONTROL DEPTH.. p i A Ki n PT A I I - N.T.S. SPLIT FACE BLOCK PLAN DE_TAl_L_____ K. A SET FLANGE _IN PRE 'FINISHED ALUM. EDGE FLASHING ROOF CEMENT-1 (GRAVEL.`8,T0 P LIP OPTIONAL); PRIME FLANGE BEFORE 'STRIPPING FELT ENVELOPE 31P L COAL TAR &.ASPHALT MULTIPLE-PLY TYPES I & 2 MEMBRANE STRIPPING PLIES ROOF SYSTEM, FASTENERS AT 3" O.Q. STAGGERED ROOF DECK P.T. GUTTER SPACER WOOD HAILERS ALTERNATELY SPACED FROM BRACKETS FLEXIBLE MEMBRANE CLOSURE; EXTEND INTO GUTTER ONTINVOUS CLEAT FASTEN @6' O.C.) 'GUTTER BRACKET EXTEND ONE PLY OR 'SEPARATE SUPPQRT AT 12" TO 36" O.C. DEPENDING A MEMBRANE UPON -CONDITIONS SHEET TO OVERLAY METAL CLOSURE' PRE-FINISHED' ALUM. GUTTER TURN DOWN TI SECON 13 DET AIL CONTINUOUS PRE', FIN., ALUM.'CLOSURE N. T.S. FASTENED' APPROX. 18" O.C. A 5/8" GYPSUM BOARD 'ON EACH. -_- SIDE OF METAL STUD, R-19 BATT. INSULATION. ------ A 6" METAL STUDS 4_i ANOD. ALUM. FLASHING 3-5/8- CURTAIN WALL STUD 0 -21r O.C.' 1/4" CLEAR TEMP. GLASS IN QRONZE­---­- ANODIZED ALUM. FRAME CAULK CONT. INTERIOR,.,,& EXTERIIOR.'' PT. .2,x6 WD. 'BLACKING CAULK BACKER TiON DETA CAULKROD W-W,N.T.S. f� GENERAL. SHALE BRICK: SPECIAL' SHAPES: FW5-- 342 W/CUSTOM MITERED CORNERS tE 4"' X 8',' BRICK ENCLOSURE, f i c, w Y CONNECT TO SEPARATE METER ,(HOUS B.1 - 3/4" CW L UP .IN WALI �LBERTSON CONNECT TO -- SEPARATE METER (HOUSE) a - 3/4" CW LINE UP IN WALL CONNECT TO SEPARATE METER (HOUSE) � (' ow W SLAB P_LUM81NG_.___`FL0.0R PLAN • / • •i PLUMBING QENERAL MOTES: • ALL. WORK. SHALL COMPLY WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES. THIS SHALL INCLUDE, BUT NOT LIMIT TO, THE STANDARD PLUMBING CODE. • THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES, UNLESS NOTED OTHERWISE. • THE PLUMBING SUBCONTRACTOR SHALL INSTALL AND MAKE ALL PLUMBING CONNECTIONS TO OWNER FURNISHED EQUIPMENT. • REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING AND INSTALLATION TO INCLUDE ALL PLUMBING FOR COMPLETE SYSTEMS SHOWN ON THE PLANS AND AS REQUIRED. • VERIFY LOCATION OF EXISTING WATER SERVICE AND THE LOCATION/INVERTS OF SANITARY PIPING PRIOR TO INSTALLATION. • VERIFY MOUNTING HEIGHT AND WATER ,CONNECTION SIZES TO ALL PLUMBING FIXTURES PRIOR TO ROUGH -IN. FURNISH CUT --OUT TEMPLATES, FOR PLUMBING FIXTURES TO BE INSTALLED IN MILLWORK, TO THE GENERAL CONTRACTOR. • COORDINATE WITH OTHER TRADES TO PREVENT INTERFERENCE WITH HVAC DUCTS, STRUCTURE, ELECTRICAL LIGHTING, AND OTHER PIPING IN THE CEILING SPACE. VENT PIPING AND WATER PIPING SHALL BE HELL? EITHER ABOVE OR BELOW HVAC DUCTWORK AS COORDINATED WITH THE HVAC CONTRACTOR. • ALL WORK, BOTH .MATERIAL AND INSTALLATION, SHALL .BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. • ALL CHANGES SHALL BE APPROVED BY THE ARCHITECT. • COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING -IN PLUMBING FIXTURES AND EQUIPMENT SUPPLIES. • MAKE PROPER COLD WATER, WASTE AND VENT PIPING CONNECTIONS, TO ALL FIXTURES AND EQUIPMENT EVEN THOUGH ALL FITTINGS AND CONNECTIONS ARE NOT SHOWN. • IT IS- IN THE INTENTION OF THESE DRAWINGS TO COVER ALL WORK AND MATERIAL FOR A FIRST CLASS INSTALLATION. ANY EQUIPMENT, PLUMBING FIXTURE, TRIM HARDWARE AND/OR DEVICES USUALLY UTILIZED IN THE CLASS OF WORK, THOUGH NOT SPECIFICALLY. MENTIONED OR SHOWNON THESE DRAWINGS, BUT WHICH MAY BE NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK (AS DETERMINED BY THE ARCHITECT) SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AS PART OF HIS TOTAL WORK. PLUMBING LEOM DESCRIPTION ABOREV, SYMBOL: SANITARY PIPING SAN. VENT PIPING V -- -- -- -- -- -- - -- COLD WATER PIPING CW --- - - VENT THRU ROOF VTR GATE VALVE GV - - WALL CLEAN OUT WCO WCO (}------- CLEAN OUT TO GRADE COTG Cuhaci & P:eter.011 Architects, 1220 Alden. Rapti Orlando, FI90.0a. 32.803. Ph. 407 228 422Q Fax. 407 22.8 4219 ® COPYRIGHT All rgporta, Plana, apgofticatlella, . cqmpu�ter flleb, Mid dots, agtoe ond. athor, documgnm and inatrumente-prepared�by'Cuhacl do Pekorgor►, Archj�iota 0.4 0) qe lnatrumenfa oti *orilao remp' fn the proper of C . & P C . &. P *hall retain all common law. I ut'ry ;and other, roaerve rightq,', Includigg .the; copyright'. , ergto. Any upe or raprodNctlort of 'thfa dw;umgrit witF►— o4t Britten PgmniaaiQn front C` de R la:.a- violation of Federal oopyrtoht Iowa. .fir W Mai cc um 0 a. Z, m AWL IL Lu 0 own" - Vol cc 0 >m r�rw. Now Engineering Profess lnc. Mkbgnlcai Eriglnpgr's 1720 W. Cleveland Street - Su1tq .E Tampa, FL 33606 (813) 251-6848 REMKM 4 �oB No. 9916 SCALE DATE 6--10--1.999 DRAWN OK CHECKED , TT TYPICAL TOILET ROOM FLOOR PLAN SCALE: 1/40=1'—o" 9168 %'I". - FOR CONT. SEE CIVIL COTG (2 WAY) .01 34 P-1 P-2 WCO P-3 TYPICAL SANITARY RISER DIAGRAM NO SCALE PLUMBING. FIXUBE SQHEQULE: P-1: WATER CLOSET, BARRIER FREE — AMERICAN STANDARD, CARET 11 NO. 2216.170 FLOOR MOUNTED, i 7" HIGH, TANK TYPE, VITREOUS CHINA, ELONGATED SIPHON' ACTION 13(dft, CLOSE COUPLED TANK., 1.6 GPF. CENTOCO NO. 150OCCSS OPEN FRONT SEAT LESS COVER, STAINLESS STEEL' CHECK HINGE. 1/2" CW, 4" SAN. P"2: LAVATORY., BARRIER FREE — AMERICAN .STANDARD LUCERNE NO. 0,355.012, 2045" \ATR,Eovs CHINA, WALL HUNG, 4' CENTERS. PROVIDE FLOOR CARRIER WITH CONCEALED ARM 0. 51-14Hbir CHROME FAUCET, SINGLE 1/2 0 FLOW DELTA -N LVVEl_ W RUTR[CTOR, OFFSET GRID DRAIN ASSEMBLY. TOP OF FRONT RIM MOUNTED. 34" FROM FINISHED, FLOOR. PkQVlDE,STOlP$, SUPPLIES, TRAP., ETC., TO MAKE A COMPLETE INSTALLATIOti. INSULATE TRAP AND SUPPLIES WITH TRUEBRO NO. 103 LAV GUARD. 1/2" OW, 1/2" HW, 1-1/4"'SAN. P-3: WATER COOLER, BARRIER FREE — HALSEY TAYLOR NO. HAC-8F, STAINLESS STEEL TOP, FRONT PUSH BAR, $HALL.. DELIVER L ,8 . .0 GPH OF 507 WATER AT 907 AMBIENT ANQ*, 80*r INLET WATER. PROVIDE FLOOR CARRIER, -STOP, SUPPLY, TRAP, ETC., TO MAKE A COMPLETE INSTALLATION. LLATION. (FURNISHED AND INSTALLED BY TENANT) 1/2" CW, 1-1/4" SAN. HB: HOSE BIBB — EXTERIOR J.R. SMITH NO. 5709 CAST BRONZE FULLY RECESSED WITH CHROME PLATED FACE. INTEGRAL VACUUM BREAKER. "T" HANDLE KEY AND INLET CONNECTION, MOUNT AT 24" A.F.F. 3/4�1 CW WCO: WALL. CLEAN —OUT — ZURN,#Z-1441, SMOOTH STAINLESS STEEL ACCESS COVER, DURA—COATED CAST IRON BODY. MATCH TO PIPE SIZE. MATERIAL SPECIFICATIQN5: 1. DOMEST[C.CQLD WATER PIPING SHALL BE TYPE T' COPPER WITH WRQT COPPER FITTINGS. 2. SANITARY WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC PIPE WITH SOLVENT FITTINGS. CONFORMING TO ASTM STANDARDS. FOR CONTINUATION SEE CIVIL DRAWINGS TfT1 " CW LINES I I UP IN WALL COTP (2 WAY) (TYPICAL) F� w P-1 P-1 I P-2 P-1 P-1 P-2 - ------ P-2 3/4" 1/2- 1/2" 7Pr�2 P-3 7 �T_ Wco WCO 3/4" 3/4-1-0 3/4#0 P-3 4- T! i 3 plp P-3 P-3 VALVE AND CAP FOR FUTURE (TYPICAL) ) ' MAY EXTEND AS A �_WASTE OR VENT CHROME WALLCOVER AND SCREW WALL ,PLUGGED TEE WITH CLEANOUT FLOOR LINE 1/8 C.I. BEND BALANCE OF PIPING SAME As CLEANOUT TO GRADE WALL CLEANOUT DETAIL NOT TO SCALE (11- WARTF I INF-----*- - BRASS CLEANOUT PLUG W/COUNTER SUNK HEAD FINISHED GRADE 16" SQUARE CONCRETE PAD TROWEL SMOOTH AND EDGE LINE CLEAUQUI IQ 9RADUCOT9 CLEANGLIT DETAIL NO SCALE 3" VTR TOILET ROOM FLOOR PLAN SCALE- 1/4"=1'-0" 91,68 FOR CON T. IN SEE CIVIL 0 --, P 9 I3 IN, I COTC OOTG Z" 1 (2 WAY) (2 WAY) P-3 P-1 N., - I P-1 C W wCol 4 *111, k, it rl�Al. 1 11-% 4). � ,V, h 141� P-1 N% P-2 IN IN P-3 P-2 P 2 it i3 �2� I I P-3 P-3 t P-1 i P-1 -N- P-3 P-2 SANITARY RISER DIAGRAM 7 WCO -j '.ETRATI X DETAIL FIRE RATED -P ,E N. NOTES: FLOOR R OR WALL ASSEMBLY -MIN. 2 1/2" THICK LlQHTWEIGHT;ORl NORMAL WEIGHT CONCRETE FLOOR OR MIN. 17, 5/6." THICK C.9NCRETE OR- MASONRY BLOCK WALL. MIN. 3 HOUR FIRE RATED WALL. MAX. THROUGH OPENING SIZE IS 8" DIA. Q STEEL PIPE OR C 1 0 T--=NOMINAL'6" DIA,(OR,,SMALLER) SCHEDULE. 10S(OR HEAVIER) STEEL PIPE OR N04 4" D'IA�(OR SMALLER) STEEL EMT OR �RIGIP CONDUIT, MAX ONE STEEL PIPE 00 coNbuif PER THROUGH OPENING. WHEN THROUGH OPENING SIZEANNULAR SPACE IT EXCEEDS 4" DIA. MAX. ANN BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING SHALL NOT EXCEED 2". PACKING MATERIAL -USED K AS .A FORTO. PREVENT LEAKAGE OF THE FILL MATERIAL WHEN IN A PLASTIC STATE.` IN FLOORS, S,,P.A,Q.KINQ MATERIALS MAY CONSIST OF U CARDBOARD, NERAL-VOOL BATTS OR CE RAMIC., FIBER , ,BLANKET, MATERIAL,. IN CONSIST -0F L, WALLS, PACKING MATERIAL MAY BATT OR CERAMIC . MINERAL -WOOL. FIBER BLANKET MATERIAL WTH A REMOVABLE FO AM(TA RE OR EQUAL) PLACED OVER THE THROUGH OPENING 'AT THF WALL SURFACE TO PREVENT 'SEEPAGE OF THE FILL MATERIAL FROM THE THROUGH OPENING WHILE IN ITS PLASTIC STATE. O FILL, VQJD OR CAVITY MATERIALS -APPLIED TO FILL THE THROUGH OPENING TO A MIN. DEPTH AS REQUIRED. STEEL COVER PLATE -MIN. 0.019,1" THICK (26 GAUGE) GALV, STEEL PLATE SIZED TO OVERLAP THE THROUGH OPENING MIN. 2". SECURED TO TQP.OF CONCRETE FLOOR (AND BOTH. SIDES ,OF WALL WITH STEEL MASONRY FASTENERS, WHEN ANNULAR SPACE IS GREATER .THAN 3/4". O VAPORPROOF SEAL OR APPROVEQ DRYWALL COMPOUND APPLIED PER U.L. OR LISTING AND TESTING PROCEDURES IF . OPENING OtNING IN 'WALL AROUND PIPING IS LESS THAN 1/4-. INSTALL. "BLOW-OUT" PATCH PER ARCHITECTURAL WALL DETAILS IF OPENING IN' WALL AROUND PIPE, EXCEEDS 1/4". Ail ana,,p III g 6,ompu�or' film' flold at�- np,' and ing-mroents - Oro'krad by CuIiW, *` Pats*n as lno#umWsof ssNios wl= of, c 4c P. AF - P_ per n and other 'common MmQ Including '"' �oo roqervlid iightgi Includl the 14 rghl otwthereto. Ant- 4so,or reprckluotloick of th ocu,'n Poimi, slon from G & P Is d,' vtolatlan of Fede ral copyright laws. EnlWIneering Profeealonals, Inc. Mach.—nrrql _E"95--rl 1720 W. CloyokxRd. Strept, — StAto, E Tompo, FL 33606 (813) 251-,6m �l � �il� c__ rl IQ y4� .s .. ..: ,._.,: r. ,v. ... .. .,, .,.. ,l , , :. ., r.., S. ,a , , -, .. S i. ..,.., 6 :-:: .., ,_. .: �:1. :' a. y4.r ,,. j : . , , ., C. .. .. :,. , 'v .. I -.: ," _. ,,. .: ':, ,, t: v :... e":: a ., ,. a f. ,...^ - ., .. a, .,. .,. - ,: . .. s. ,. .' 1. . Y .,. .. y :,: 1' s .:. , -. v :'v s i x ,, ,,. ,,,,. _ ..., .. ,.., ., a,,. .: , - ,. A. r. .. .: ,., h ter_ :,. : .. - a .. ,: v .. .,. ,,...:' .. v. .,, / ..: 1 ;r. a. ,,,- .:� .. ......,:, ., ,.,..: .: '.. .. .: > v , ,. v . Y ,. , . 11 - . ,s. .; . ., .. .. : S , ,. e -, ,. ��W1�I�J.i®'Y• ..,. : H '., - ,- r :, ,. , 'a , yr : i;: vI 1, , ,: .: . , v, f „ , , } n r' ..: .--e : , .z GENERAL iI� RAL , 1T� I I'll • i y. v ✓ I. :. �' ,.Y. .. ; 1 L: ,. ,. 1 AL .. = C'T V _ I . CONCRETE M IRY I TS (CM) ,.:, � ... ,> VI(i, LICaN :`. . . T +MI1�G TRUSSES . ViATION A��3 _ 5 ,",., . ., ,. ,: ,, :: AiTf2[1C7URAL.:WORK SHALL r3E IN ACCORDANCE WITH TWt~ STANDAip1. BUILDING CODE CBBCI, AS ADOPTED . A. CMU W0131G SHALL CONFORM TQ ACi SPECIFICATIONS FOR ASO RY TRUC URES lACI 53 -1. ,. _ . ALL SHA AT M N S ? ,. • , A , . , : _ . , . , , . ; ,• .: IG F ALL L. iT GAG RAM l`ICs SHALL BE DES( NED I RAND SEALS BY EsGIA TY E . ,. 1, ;. ;. _, ,, , . , � _,: ,. • ,., , _ ,• ;.. 1 • , _.-RE ,•, . �N SUPPLEMENTED Y LOCALREGULATIONS. D PPLE ED B L .. ,. L SHALL C TO ASTM C90 T1 It WITH A MINIMUM NET COIN 551VE :: B, CONCRETE, E3 OCK Gt+F4F�"t PE PRE , ISTE .: D. TH STATE,OF F ORIDA A L Bf1 TT AL SW S G I E . L $U t,- ALS 9iI !. OW ALL LOAD USED FQR DESIGN ALT „ :,,. A�TERNATE/ALTERNATIVE ; :::= , , - . • vl_ ,: , ' r , ..< T 7 I 6 1=0 A L I ION AN G IT I AT THE CON RAGT,OR SHALL VERIFY FY AND BE RE PON$IBLE i L D MEWS 5 D CONDITIONS ONS . STRENGTH AT 1.6-DAY$.OF 1800 PSI ON 7NE NET AREA NORMAL ,UIGWT UNITS UNLESS 11S77ED. .. , . ;, .. E TO (SU ITT ) THIS SWEET FOR CONE F Td M E DESIGN SHALL REFER E h1 AL$ $ O C RE GN LL RE IN AGC.ORDANCE W17t AI$I MANUAL. ,, •..: ACI ` .. . , I ' 4MERICAN,. OtJGRT INSTITUTE , , '" <` :. ". , IF T N T A THE SITE AND SHALL NOT Y TWEE ARCHITECT OF DISGREPAvN IES QE WEE HE ACTUAL L i3. , . ,. _ . t; GAGS $WALL BE SAME DIMENSION S CALLED.ON°ARCHITECTURAL RAWING9, A D AI 8C AMERIC N8TI UTE OF *TEE CTION AN I T. _ LONE RU , . ' . r ' ,.., ... CONDITIONS AN1D INF ATION _POUrN! ON THE DRAW( BE ORE PROCEEDING WITW THE WORK N Ofd I DRAWING. G. MORT SHALL B TYPE M OR 6, 1 AR - } ,. . ,e _ ,., . G, - .LIGHT ., . .1.11 " ,_ _ ., _ UNLE S NOTED:O.T ISE AL STUDS SHALL BE EQU TO A MINI -► GW l4GA WITH i T L AL MUM OF $ N W RifsA RACK AIS► A 5TM ;,,,; ArtER(cAN,1RoN AND _TEr:L INla1 IT14TE �":::% 1 T7 F T NCx`'AN ''MA7E IA.1 AM!"Rf OAN2C,E OR,TE6 ! D R . , . , , •-,:-' D. I UTALI. UJITH 7RU88-TYPE REINFORCEMENT' EQUAL TO STANDARD DUR-O-WA IN BEDf RE 1ORI:E 5 !~ - .., ,, . , 11 - ,I. AWS . .AMERf OAN'IUELDING, 3OCIE:TT C, ,., CON T TU I AN _ CIFICA IONS SENT THE GOM ET E51GN OF TH TWE TRQC. STRUG RAL DRAWNGS D PE T REPRESENT E PL E D E STRUCTURE. 'THEY DO NOT JNOICATE THE METHODS OF CON5TF JGTIDN UNLESS _O STATED OR JOINTS AT 16 ac. MEASUREEC? VERTICALLY U,oN PLACE PER.MANUFAGTURER9 ; :,1. RECO NDATIONS. EXTEND INTO COLUMNS OR PROVIDE DOVETAIL ANCHOR$ T/' SECURE .. p,-, • I.q. T ANC? AGGE S tl S, AS T A -,:. . - 0UD, RACK , $6QRY DE IGNA ON AIRE B ED UPON UNIMA3T INCORPQRA ED C TALOG. AB ' ARCH ANCHOR BQL,TB i;,' . ,,:. � --'. "I- ARCHf,TE TURE/ARCHI,Ti~CTU L ° G • ..,,:. 1.11'.;. _, „ . .•:.:. NOTED. THE CONTRACTOR 814ALL PROVIDE ALL MEA 5 i ECE55 RY T PROTECT THE SURE A O MASONRY TO COLUMNS. :,: MINIt*tUM YiELD STREtTN FOR 16GrAA. STUDS SHALL BE 33 KSis, ALL SHALL BE 33 KSi. WI . •, TRACK L , _ Np . , , : I #; ' 1 . ..... N OTHER _ U CON T iON SUCi-1 M SU $ WA INCLUDE WORKME , OR ER PERSONS DURING °� RUCT EA RE' $ LL L DE BUT -, ,•, ., RAPE AN 6 SED UPON THE USE CFJ0dJ0 P>i FY.MIN. .;;, � _' BP ' BASE PGi4TE/BEARIiVG PLAT E 1 , NOT BE L MITED TO *RAGING SHORING FOR EARTH ANKS FORMS SCAFFOLDIN PLANKINGC+?E_I i jCx, NETS, E. WHERE T BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL . SUPPORT RT CONCRETE WITH Ff�O 6' WIDE CONTINUOUS STRIPS OF POUR STOP MATERIAL (PUR-O-STOP OR EQUIV� E. , ALL. STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 BRG , BEARING ,, , �E "t ' '-' z' . , SAFETY SUPPORT AND BRACING FOR CRANES: AND GIN POLES. - USE OF ROOFING FELT STRIPS OR ALUMINUM WILL NOT BE PER'tITTED. ,,, , GAS VANIZED CDATI1vCs MEETING THE REQUIRE MENTS CP A5.TM. A525. ,. 5LK • " . BLOCK , . r D--. ' THc CONTRACTOR $WALL PROVIDE TEMPORARY ERECTION *RAGING AND SNORING CF ALL F. ALL OPENINCs JAMBS, HEADS AND SILLS SHALL BE FULLY GROUTED AND REINFORCED. - F. BOTH STUD FLANGES MUST BE WELDED TO TRACK; AT,70P AND E30TTOM OR ATTACHE D W/ +10 TEK SCREWS B/ E3LDCs ear7aM of ` ;r 4' BUILDING STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY QF, THE STRUCTURE DURING ALL (MIN, i SCREW EACH FLANGE), ALL WELD& SHALL BE TOUGHED UP WITH ZINC RICH PAINT, BTJ BOLTED TIE JOIST . , PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF G. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C4'16, LATE5r REVISION, AND HAVE •' .1. ANY CONDITION( WHICH, IN PIS OPINION, MIGHT ENDANGER.THE ,STA151LITY OF THE STRUCTURE OR .`SHALL A SLUMP OF BETWi=EN 6' AND II', PROVIDE CLEANOUTS. PUMP mot'-0' MAXIMUM GROUT LIFTS G . STUN$ $i 1Ai L WAVE MILL BARING AGAINST INSIDE ,TRACK WEB PRIOR TO ATTACHMENT AT BOTH CANT CANTILEVER CAUSE DISTRESS IN THE STRUCTURE. I WITH 60 MINUTE DELAY BETWEEN LIFTS. GROUT COMPRESSIVE STRENGTH SHALL BE 3000 "I AT ENDS. CL.. , CENTI fN� . ' E. I 11 CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS OF THE DESIGN 26 DAYS. ' � '' W ALL STUD TO STUD CONNECTIONS TO BE (4) 010 TEK 6CREW8 fmtR UNLEB$ NOTED OTHERWISE: CLR COL GLJ AR/CLEARANCE e . COLUMN , VE G G aRA q LIVE LOADS UJNIGN ARE INDICATED IN THE GENERAL NOTES, .IT I THE GENERAL CONTRACTOR'S W. AT FILLED LLB, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. J. AT TRACK�BUTT JOINTS. ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A GOt� CN CONC CONCRETE t , RESPCNBIBILITT TO INSURE THAT TWE SUBCONTRACTORS ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL BE AVOIDED WHEN PLACING MATERIALS ON 1• COMPRESSIVE DESIGN 8TRENGTN OF MASONRY lf'm) SHALL BE AT LEAST 1500 P81. �elCC . STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER '.,_ CB CONCRETE BEAM -• CONCRETE COLUMN FLOORS OR ROOFS. J. PROVIDE PRECAST CONCRETE LINTEL * ALL OPENINGS U.N.O. PROVIDE 6' BEARING EACH END, J. A MINIMUM OF 10` UN-t1CNED STEEL 15 REQUIRED AT BOTH, ENDS OF STUDS. GMU CONCRETE MASONRY UNIT F. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR PETEWINA71ON OF QUANTITIES, MIN. REINFORCE W/1-5, EXTENDED 2'-0' EACH END. ('POWER' LINTEL MAYBE SUBSTITUTEID, PER M NUF WRITTEN RECOMENDATIONSa K BRIDGING,$�ALL BE:.15' GRC PLACED T14ROZW PUNCHOUT6 AND WELDE3D ON BOTH $IDES, BRIDGING CONT CONINX CONTINUOUS CONNECTION GTION ; ` LENCsTWS, 0R FIT OF MATERIALS. 10 TO BE $PACED AT; NO MORE THAN 4'-0- VERTICALLY AT APPRpXIMATEsLY TWE THIRD POINT, CRC GONST GONL5TRUCTION K PROVIDE' 1-5 CONTINUOUS IN KNOCK -OUT COURSE AT TOP OF ALL MASONRY WALLS. BEND VERTICALS HORIZONTAL WITH 9 NOOK OR PROVIDE SEPARATE HOOKED DOWEL OF SAME SIZE AND SPACING '. E3RIDGWG IN. STUD$ IMQUIRE8IA CLIP ANG1-E'AT EACH CONNECTION LOCATION. AN ALTERNATE 5RIMWs TECHNIQUE $WALL L'�E i/�'-20GA 8 RAPS, $GREW AT A TOGHED' TO E30TH FLANGE$ C1= EACH .. C$ J C J CONSTRUCTION JOINT - CONTRACTION JOINT / CONTROL JOINT G. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR'MISCELLANEOUS STEEL ITEMS A$ WALL REINFORCING. TYPICAL UNLESS SPECIFICALLY NOTED OTHERWISE, STUD WITH SOLID 5LOCKING REQUIRED AT 8'-0'O�C. MAX AND 24'. FROM BOTTOM OF PANEL: ' N07 SHOWN HEREON DIE L. TRJS$E$ SHALL ESE, DESIGNED FOR 20 PW DL AND 20 PSF LL E'ER STANDARD BUILDING CODE Is%1. I . DEPARTMENT d• N. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH, ARCHITECTURAL, _ . DRY F,il, M THICKNESS , •,, , . MECHANICAL AND ELECTRICAL REQUIREMENTS. - M T AT " (MAX)OFT RJ°v5E8 SHALL. BE SPACED . 2 -0 MAX) AND CONNECTED $ECURELY TO STRUCTURAL EL,EEMENT. ,::r . DIA DIAMETER • `' i FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 0'-0' BEE SITE PLAN. V. ST'Rl•ICTUR4L, STEEL. . R ,,FASTENING OF COMPONENTS SHALL ESE WITH SELF. - TAPPING 6CREW'S OF 61�FiGIENT SIZE, NUMBEiR AND SPACING DAM D BT -: DIMENSION DISTANCE 'TO DEVELOP' CAPACITY OF CONNEECTING MEMBERS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, ON . DO1LN, J. SUBMIT WRITTEN REQUEST 70 THE ARCHITECT FOR APP OVAL. OF ANY PROPOSED CHANGE TO THE E QU R )R _ PR A. STE EI. WORK SHALL CONFORM TO THE AI$C _f?ECIFICATION FOR STRUCTURAL STEEL BUILDINf%5 WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED., DR DRAIN', 1 R:QUIRE:MENT8 OF THE CONTRACT DOCUMENTS. °SPLICING, CUTTING, NOTCHING OR OTHER ALLOWABLE STRESS DESIGN. . ,,. DUKs pRAWIN G ALTERATIONS TO 5TRUCCTURAL MEMBERS ARE NOT FAR ITTED WITHMT WRITTEN AUTHORIZATION . I1. I EA - EACH :> OF THE STRUCTURAL ENGINEER ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT B. MATERIAL SHALL CONFORM 7O`TNE FOLLOWING EXCEPT AS NOTEDo `• EE EACH END . • , DOCUMENTS, AND CORRECTION THEREOF, IB THE RESPONSIBILITY OF THE CONTRACTOR. STRUCTURAL STEELS ASTM A36. IX. . SU15MITTAL5 ... , i F ; EACH :" ANCHOR BOLT*a AND MACHINE BOLTS: ASTM A307. ` , . EW ,FACE EACH WAT � !` K. THE MOST STRINGENT REQUIREMENT5 APPLY IN CASE OF CONFLICT BETWEEN SPECIFICATIONS, PIPE, COLUMNBs ASTM A53, GRADE 1:3. A, APPROVAL OF SHOP DRAWINGS DOES NOT INDICATE ACCEPTANCE OF DEVIATIONS FROM CONTRACT EL ELEVATION s STANDARDS, CODES AND DRAWINCs$. -.• STRUCTURAL STEEL TUBING, A5TM A500, GRADE B. DOCUMENTS, UNLE55 ACCEPTED BY THE ENGINEER IN WRITING PROR.TO SUBMISSION OF SWOP ENO - 'EMBEDMENT , 11 • HIGW STRENGTH BOLTS: ASTM A 3213. DRAWINGS. CONFLICTS RESULTING FROM SUCH DEVIATIONS, CONFLICT$ BETWEEN THIS WC�F AND ENGR iENGINEER L. DESIGN DATA THE ,WORK OF OTHER TRADES DUE TO SUCH ®EVIATION, AND DIMENSIONAL GONFLICTS.AS A E$ MACH SIDE C. CGNNECTtONSt RESULT OF SUCH DEVIATION$ _PALL BE DEEMED THE CONTRACTOR'S RESPONSIBILITY. EXIST EXISTING -, ; I. ROOF LIVE LOADS 20 PSF 1, UNLESS OTHERWISE NOTED, BOLTS SHALL BE NfGW-_TRENIGTW, E1EARlNG TYPE WITH 'TURN-Gt^-TWE-NUT' p, '< AN' CHANGES TO THE DETAILS SHOWN IN THEE CONTRACT DOCUMENTS SHALL BE SUBMITTED EXT i"EXTERIOR1. 2. ROOF DEAD LOAD 25 F'SF MAX. l8 P.SF TO BE USED FOR UPLIFT) THREADS INCLUDED IN SHEAR PLANES. TIGHTEN BY THE METHOD IN WFRITiNG BY RF:1, AND APPROVED BY THE ARCHITECT AND ENGINEER PRIOR TO SUBMITTING F V ; FIELD VERIFY ' 3. WIND VELOCITY 100 MPH (SNUG -TIGHT PLUS 112 TURN). 2, .U)ELD(NG ELECTRODES FOR A3b STEEL SHALL BE E-IPX C. RETURN FILLET WELD* FOR SHOP ORAWINGF7. ALL SUCH CHANGES SHALL BE 15UBBLED' ON THE SHOP DRAWINGS AND REFERENCED TO THE PROPER R.F.I... FIR FLR . FINISHED FLOOR FLOOR FRAMED CONNECTIONS 1/2' AT EACH END. F . FLOOR DRAIN 4. ALLOWABLE 501L PRESSURE 2000 PSF (PER UES REPORT DATED 2-19-Ie5S) 31 SHOP CONNECTIONS SHALL BE WELDED OR BOLTED, FTC G FOOTING .... -r 4. FIELD CONNECTIONS SHALL BE MADE WITH 3/4' BOLTS, EXCEPT AS NOTED OTHERWISE. C. SUBMITTALS SHALL CONFORM TO THE R>~QWREMENTB OF THE CONTRACT DRAWINGS. NON- GA GAGE/GAUGE 5. NET UPLIFT ON STEEL JOISTS ` CONFORMING SUBMITTAL* WILL BE RETURNED WITHOUT REVIEW. GALV . GALVANIZED f _ o CORNERS t EDGES 35 P3F D. ALL WELDING IN THE SHOP OR IN THE FIELD SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY, 1. S4 DRAWINGS SHALL BE CHECKED AND MARKED 'APPROVED( BY THE' GENERAL G GENERAL CONTRACTOR a INTERIOR 26 P5F CERTIFICATION DOCUMENT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR PiS � CONTRACTOR PRIOR TO SUBMITTAL TO ARCHITECT. .0 ,. , GLU-LAM GLUE LAMINATED • . APPROVAL. ALL WELDS SNARL BE PRE -QUALIFIED PER AWB .Di.I-94. 2. SHOP DRAWING* SHALL NOT CONTAIN RI"cPRODUGTIONS OF THE CONTRACT DRAWINGS. OR GENERAL NOTES • 6. NET UPLIFT ON THE METAL DECK WELDED SPLICES OF ROLLED SNAPEB MADE IN THE _HOP ARE ACCEPTABLE PROVIDED . 3. , SUBMIT FOR ENGINEER'S REVIEW THE SHOP DRAWINGS FOR THE FOLLOWING ITEMS. H.4.5. HEADED ANCHOR STUDS ® CORNERS t EDGES '15 F6F RADIOGRAPHED NOT EXAMINATION RESULTS ARE IN ACCORDANCE WITH AW5 ACCEPTANCE HT . WEIGHT s INTERIOR 34 PSF STANDARDS AND WRITTEN REPORTS VERIFYING SUCH RESULTS SUBMITTED DESCRIPTION NOTES NORiZ HORIZONTAL . . TO THE STRUCTURAL ENGINEER FOR HIS APPROVAL. MINIMUM FILLET WELDS SHALL BE 311E I. CONSTRUCTION JOINT LOCATION51N, STRUCTURAL FLOORS a o UNLESS OTHERWISE 5WOUJN ON THE DRAWINGS. 2. CONCRETE MiX DESIGNS • INTERIOR ' 11. FOL NOATIONB - - . . , 3. REINFORCING STEEL JTT JET JOIST E. THE STEEL STRUCTURE 16 DESIGNED FOR 5TA51LITY IN ITS COMPLETED CONDITION PER THE 4, STRUCTURAL ST)wEL A. ' ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINI5HED GRADE IN STRUCTURAL DRAWING$, 5PECIFICATION5 AND THESE NOTES. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, GUYING AND OTHER MEANS OF SUPPORT DURING CONSTRUCTION 5. OPEN WEB STEEL JOISTS t GIRDERS b " LGTH LLH LENGTH -,, . • LONG LEG HORIZONTAL AREAS _WALL BE INORGANIC, NON -PLASTIC CFi�1ULAR 501E (CLEAN 5AN05) THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS AND COMPACTED TO A SUFFICIE NT TO WITHSTAND WEATHER CONDITIONS AND MEET ALh APPLICABLE SAFETY 6. METAL DECK' �' LIGHT GAGE FRAMING b LLV LONG LEG VERTICAL MINIMUM OF W% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY REQUIREMENTS DURING CONSTRUCTION. . MANUF MANUFACTURE/MANUFACTURER ASTM SPECIFICATION 0-155T. IN -PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT BY AN EXPERIENCED ENGINEERING TECHNICIAN TO VERIFY THAT THE REQUIRED DEGREE OF F. DETAILING OF STRUCTURAL STEEL AND CONNECTIONS SHALL BE SHOWN ON SHOP AND ERECTION . 11 . ,' NOTES , a. APPROVED CONSTRUCTION) JOINT LOCATIONS MAY REQUIRE ADDITIONAL M B MAIL MASONRY BEAM c - MATERIAL ' ;. COMPACTION HAS BEEN ACHIEVED. A SOIL COMPACTION TEST SHALL BE,PERFORMED IN EVERY ,DRAWINGS PREPARED BY THE FABRICATOR FOR THE STRUCTURAL ENGINEER'S APPROVAL, PRIOR j REINFORCING. MAX : MAXIMUM SPREAD FOOTIN_i PAD SU0-GRADE. . FABRICATION. . • b, CALCULATIONS SHALL BE SIGNED AND SEALED 57 TN� SPECIALTY ENGINEER MECH MECHANICAL ' ' S ALL, 8UBGRADE PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL G. , •COAT OF PAINT CONFORMING TO FED. SPEC. TT-P638, TO A MINIMUM 2-MIL DRY FILM THICKWESS, (OFT). I 1.I MEZZ MEZZANINE REPORT' ISSUED BY UNIVERSAL ENGINEERING SCIENCE$, N(? 35$6, DATED FEB 1%i999 I - MI5C MI5C L ANEOUS' - W. POT DIP GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL ITEMS AND THEIR CONNECTIONS - c::,' MO MASONRY OPENING G ` 501E PRESSURES IMPOSED ON FINAL PREPARED FOUNDATION STRATA SWAlrL NOT EXCEED SPECIFIED ALLOWABLE INCLUDING ALL SPECIFIED AND LIVE PERMANENTLY EXPOSED TO EARTH AND OR TO WEATHER, GALVANIZING SHALL BE PER ASTM,4123.. .(BEE DRAWINGS FOR OTNEsR'STRUCTUIaAL ITEMS TO BE HOT DIP GALVANIZED). MTL N f C METAL NOT IN CONTRACT DEAD LOADS. NON . Noll NAL D. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE/ N•T 5 , NOT TO SCALE , . N W T NORMAL WEIGH TOPPING - ;, Or, ON CENTER . i(i. IWORCEP =NCRETE • -• OPNG OPENING '._; 1. I OPP , ; OPP03I I cz :. . ' A. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR A. STEEL. JOISTS AND sTI~�L GIRVER6 -. PL . PLATE :',' BUILDINGS (AGI 301-89), f PLY PLYWOOD . A JOIST MAFAGTURER SHALL FU1R�11$N THE SERVICES OF A SPECIALTY ENGINEER UlNO SHALL E P & F POUNDS PER SQUARE FOOT B. CAST -IN -PLACE CONCRETE 28-DAY COMPRE_81Vfi BT(eENGTN SHALL BE 3000 PSt A FLORIDA REGISTERED STRUCTURAL ENGINEER 1lPIC+INEER SHALL SU(RvISE THE CUSTOM 1� ._ MATERIAL: DESIGN OF JOISTS AND BRIDGING AND PREPARATION OF JOIST SHOP DRAWING$, AND SHALL SIGN 1. CEMENT: USE DOMESTIC PORTLAND CEMENT AND SEAL ALL SUBMITTALS. ' 2. FINE AGGREGATE; CLEAN SAND I -' , " . 3. COARSE AGGREGATE= CLEAN LIME STONE, 517-E: 51, EXCEPT FOR FILL CELLS, LU41CH SHALL BE B, WORK 6NALL CONFORM TO THE STANDARD SPECIFICATION$ FOR OPEN -WEB STEEL JOISTS AND . • SIZE 8. - LONGSPAN STEEL JOINTS, OF THE STEEL JOIST INSTITUTE, LATEST REVISION 4. NO CALCIUM CHLORIDE SHALL BE USED. • C. JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. C. PROVIDE CONCRETE COVER OVER REINFORCEMENT A5 FOLLOWS, UNLE56` OTHERWISE NOTED: . BEAMS (OVER STIRRUPS) I-i/2 D. JOISTS TOP AND BOTTOM CHORDS SHALL DOUBLE ANGLES. I COLUMNS (OVER TIES) 1 1-1/2' , E. CAMBER JOIST$ THE MAXIMUM ALLOWED BY THE SJI SPECIFICATIONS. FOOTINGS . 3' .. , ., . • � , . '- F. HANGERS FOR SUPPORT OF EQUIPMENT, OR MEMBERS SUPPORTING SUCW 1444GEFO, SHALL 13E • , D. SLABS, JOIST_ AND SEAMS SHALL HAVE NO HORIZONTAL, LOCATED AT PANEL POINTS OF JOISTS. E. REINFORCING BARS SHALL CONFORRM To ASTM A-615, GRR DE 60. G. THE J016TS SHOWN ON THE PLANS ARE THE MINIMUM SiZE REQUIRED IN TER S OF CAPACITY, , DEPTH SHOU.N MAY NOT BE EXCEEDED. . F.. U.ELDED WIRE FABRIC $WALL CONFORM TO ASTM A185. - .. ' - N. ANCHOR END$ OF BRIDGING, LINES TO MASONRY WALLS, CONCRETE BEAMS, AND/OR STEEL BEAMS- ` G. CONCRETE REINFORCING FIBERS BY FIBERME_H' OR GRACE F15ER6 ONLY. NO SUBSTITUTION. H. ++ - SPLICE REINFORCING ONLY WHERE SHOWN ON THE DRAUJII� S. ,WHERE CONTINUOUS REINFORCING 1. WELD STEEL JOISTS TO SUPPORTING STRUCTURAL STEEL BEAMS AND PLATES AS SHOWN IN THE - CONTRACT DOCUMENTS. FOLLOW SJI REQUIREMENTS AS A MINIMUM. IS CALLED OUT, SUCH REINFORCING MAY BE SPLICED WHERE APPROVED BY THE ENGINEER J. PROVIDE SEATS, HEADERS CHORD EXTENSIONS, OR OTHER ELEMENTS AND FEATURES 6HOM IN THE CONTRACT DOCUMENTS AND TH06E WNICW A� REQUIRED FOR PROPER ERECTION OF STEEL 1. AT CHANGES IN DIRECTION OF CONCRETE WALLS AND, BEAMS, PROVIDE CORNER BARB OF SAME , J012rTe. . SIZE AND SPACING A5 HORIZONTAL STEEL, . .( J. PROVIDE STANDARD HOOKS FOR ALL TOP REINFORCING BARB AT-Di5CONTINUOU5 ENDS. NOOKS ' MAY BE TILTED FROM VERTICAL TO OBTAIN PROPER CONCR8TE'COvER . K, WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO "3 STIRRUP$ * 3' O.C. EACH SIDE OF VII. STEEL. PECK . PIPE, UNLESS OTHEFU15E NOTED. 1, .1. A. DECK $WALL CONFORM TO 6.0.1, SPECIFICATIONS. WELD PATTERN SHALL BE IN ACCORDANCE WITH L. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, N`ON-SHRINK TYPE WITH A COMPRESSIVE MANUFACTURER'S SPECIFICATIONS, ROOF DECK WELD PATTERN SHALL BE SUFFICIlrNT TO RESIST STRENGTH OF AT LEAST 6000 PSI IN SEVEN DAYS. VIBROPRUF 011, BY`LAMBERT CORPORATION, WIND UPLIFT AS SPECIFIED. OR ACCEPTED SUBSTITUTE. . B. USE PROPER SIZE WELDING ELECTRODE AND WELDING MACHINE CURRENT, SO THAT WELDS ARE • . GOOD AND FREE FROM 'BUPN-TPROUGH'. M. THE: CONTRACTOR SHALL EMPLOY A TE$TING'LABORATORY TO PREPARE TEST CYLINDERS REPRESENTING CONCRETE POURED EVERY DAY, ONE SET PER DAY OR ONE **SET FOR EACH 50 CUBIC C. FOR ROOF WITH SPAN NOT TO EXCEED 6'-8' O.C. USE 1-1/2' 22-GAGE TYPE B (WR) PAINTED WITH A YARDS POURED, MAXIMUM. THE TESTING LABORATORY TECHNICIAN SHALL BE PRESENT AT THE MINIMUM SECTION MODULUS (8P■O.194 IN3 /FT. 8N•0102 IN3 /FT). FOR ATTACHMENTS PROVIDE I . BEGINNING OF EACH POUR LABORATORY REPORT SHALL BE: FURN118HED TO THE STRUCTURAL 5/5' PUDDLE WELDS IN ACCORDANCE WITH FASTENER SCHEDULE. WELD METAL SHALL PENETRATE • P 5 I POUNDS PER. SQUAB]~. INCW - :. P,C PRECAST CONCRETE PRE-ENG -PRE-ENGINEERED , , PREFAB PREFABRICATED: PROD PROJECTION PT PRESSURE TREATED , PW PANEL" WIDTH � REF REFERENCE ' RE INF REINFORCING R C P REINFORCED CONCRETE PiPE READ REQUIRED R W RETAINING WALL '' R D . , ROOF DRAIN 6 SimED 3 MiLARLE 8PC I$PAGE/8PACE8 ' , SPECS ' 5PECIFICATION5 . 5Q . i SQUARE 6 A ` STUD ANCHOR . 65 STAINLESS STEEL STD STANDARD 5TRUC STRUCTURAL 5YM SYMMETRICAL _F STEPPED FOOTINC3 , THK THICK THD THREAD/TAREADED T B TIE BEAM T d B TOP AND BOTTOM • T 4 G TONGUE AND GROOVE T.O.C. TOP OF CONCRETE ,,. T.O.PL. TOP OF PLATE T.0,5. 1 TOP,OF STEEL TYP ? TYPICAL T5 TUBE STEEL U N O UNLESS NOTED "OTHERWISE VERT VERTICAL . VOL VOLUME '11 W F WALL FOOTING ENGINEER SPOWING STRENGTH OF CONCRETE AT I AND 26 DAYS. ALL LAYERS OF DECK MATERIAL, END LAPS AND 51DE JOINTS SHALL BE COMPLETELY FUSED TO THE WP WATERPROOF SUPPORTING MEMBERS. SIDE LAPS OF ADJACENT PANELS SHALL BE FASTENED WITH 6- #10 TEK* W W F MLDED WIRE FABRIC . PER SCHEiDULE BWoILN ON FRAMING PLAN. W W WEEP WOLF • WT MIGHT D. PROVIDE A MINIMUM END.BEARING AND END LAPS OF 2' OVER SUPPORTS. W F WiDE FLANGE . W / WITW E. METAL DECK SHALL BE ERECTED CONTINUOUS FOR A MINIMUM OF TWO (2) SPANS AND SHALL LAP W / O WITHOUT AT THE CENTERLINE OF SUPPORTS A MINIMUM OF TWO (2') INCHES. METAL DECK SHALL BE. WC) WOOD ERECTED AND FASTENED IN ACCORDANCE WITH THE MANUFACTURER'$ SPECIFICATIONS AND W P WORKING POINT .. Y I A. Y j;t,: 1. e , 11 ,• 1, $ . � . 1" `,t,,. ERECTION( LAY -OUTS. INCREASE TO 20-GA. DECK FOR 51mm-E SPAN CONDITIONS. F. PROVIDE SUPPORTS FOR METAL DECK AS REWIRED WHERE METAL DECK 1$ CUT OUT AROUND COLUMNS. . }I f i I I I I I' i I i i { (2) - __ _. f, rYJ D!�'lllllP ILA& - x -- --- - x -- • on" ley I I e 0 0 ! 0 <- o j O i I 10 I I i I 0 I I I CMU WALL AND FOOTING M BY OTHERS 60'-0" 2'- 8" - 15'-4" �'-4" 3'-4" 26'-0" ,-4. �70" �--- — o _WF24 I f B.1 A — � -_� WIA -t- — —'" -- � b I I PROVIDE FOUNDATION 8' T/FTG I 0 °D WIDER THAN BUILT -OUT PIER5 1 I w/ 45'S • 12' EW BOT TYP EL. "X-4' Al d GOORD PIER SIZES w/ ARr_W. TS5x5xl/4 i� K'— r o I �I I T55x5x1/4 T/FTG I -- - 04 I u U EL.pn 8' CMU WALL 4' SLAB ON C4UDE SEE NOTE 3 SEE NOTE 1 in - RETAIL "A* I ' i MG16 T85x5x1/4 ( TSbx5xl/4 ' I a 4 T- 51� - _ l� — T54x4x1/41 TStk4x1/4 w r--141 -+--� -- — -- d o Z 13 I?1ROVIDE FOUNDATION 8' {! 11 �'C:�UIDER THAN BUILT -OUT PIERS f "L/ 05'5 0 12' EW BOT TYP T/FTG -- COORD PIER 51ZES w/ ARCH. 60'-0" 1 2 3 ZX4 KEYUy4T F 0"TRY-71014 Aw rEwLInED 'm I� L— 11-a MR 'w am DIA1% at NOTE I. ADDITIONAL NOW-ORGING SAME SIZE AND NUMBER AS FOOTING. 2. SEE F00TIW3 5GNEDULE FOR TNIGWE65. 3 HOUR AREA SEPARATION WALL AS PER STANDARD BUILDING CODE SECTION 503..4.8 U.L. DESIGN U901 WITH MASONRY INSULATION. SEE DETAIL 8/RA-10 TSd e w I ;I I—" n _j LIJ io I 1 i l 20'-0" 30'�-0" 35t-04 ! 30'-0' loot-0" f=0UND,4TI0N NOTE5 I 4'GONGRETE 5LA5 ON GRADE OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER TERMITE TREATED COMPACTED SUB -GRADE. 2 EXTERIOR SLAB ON GRADE- SEE GIvIL DRAWINGS FOR SIZE AND JOINTS. 3 8' CMU WALL WITH 05 w 3'-4' Off. VERT5 AND DOWELS AND HORIZ. JOINT REINF. AT I&' O.G. SEE GENERAL NOTES. PROvIDE MASONRY JOINTS A 25' O.G. MAX. SEE 15/5-3 TYP. 4 FIN FLR ELEv, 0'-0' REF SEE GIvIL DRW6x5 FOR ACTUAL ELEV. T/FTG EL. l-)0'-5' �� L J_ O i 13 113L � ,0. I 1 i i i I I Flo �I r SLOPE T55x5x1/4 FiD t 15,-0" 1 J- PROVIDE FOUNDATION 8' WIDER TNAN BUILT -OUT PIER5 w/ 05'6 + 12' EW BOT TYP �1 COORD PIER SIZES w/ ARCH. r�-_ 96,_q b _ 00 f_11 --- - 2-04X5'0'GTRD pI IN SCAB 6'- 0" 8'-8" I 10" NOTE: REF. ELEV. OF C-m' ON 5TRUCT. DRAWINGS CORRE5PONDES TO REF. ELEV. Imo'-m' ON ARCH. 7F Cuhaci & Peterson Architects 1220 Alden Road Orlando, Florida 32803 Ph. 407 228 4220 Fax. 407 228 4219 N r port,, pit", $941cmeguom omwuw fte, I n.a d.lo, not" and ~ docurnvrrb one irltlrMri«�ts plow by Cuhod & Prte oon ArdlllloM. (C & P of lout urtNeft of service esnrOk► 11Mwworky of C & P. C & P slw rslokr W co mean low. vAtutory d othw an�xr+�+tf kxwm the i r$"I V r1�Nh6 My uw or rsprodudion of thb P itt o. with- ouE wrfttsn psrreiissbn from C dt is vio6don of F�dsrd ooplrrl�rt kxrs. o I ] � J a cc of w a: um w �! N J i 01 a u z � Q , a: Q LL w 0� I J D >m 0 �► I Gi zI J i aa: R V' R { 0 0� 0 i J ! w I LL 14%% z R w 0 Q� Cl) Q z Q { 0 LL v i T F 8 0 C, Inc. j STRUCTURAL ENGINEFRNG & PROJECT MANAGEMENT 8210 C.R. 48, SUITE Q1 YALARA, FL 3475` i 352-324-2257 VOICE I 352-324-2262 F 4X E-MAIL: TFBOC@AOL.i Proj. No. 99-111 +A i f Fvre�o�, : _-- - - -I 9916 SCAJJE AS SHOWN I "M -- _ 6-10-99 MAVM _ P.S. CHECKM -i JED RSm 1 PS O� �GOpJ O, 3 HOUR AREA SEPARATION WALL AS PER STANDARD BUILDING CODE SECTION 503..4.8 U.L. DESIGN U901 WITH MASONRY INSULATION. SEE DETAIL 8/RA-10 FOUND,470N NOTE5 I ` 4'CONCRETE SLAB ON GRADE OVER ro MIL POLYETHYLENE - VAPOR BARRIER OVER TERMITE TREATED COMPACTED SUB -GRADE EXTERIOR SLAB ON GRADE- SEE CIVIL DRAWINGS FOR SIZE AND JOINTS. 4 6' CMU WALL WITH 'S ® 3'-4' O.G. VERTS AND DOWELS AND HORIZ. JOINT REiNF. AT Iro' O.C. SEE GENERAL NOTES. PROVIDE MASONRY JOINTS * 25' OZ. MAX. SEE 15/6-3 TYP. `o• 0 -------- F)0T�_C SCHEDULE_--- --� roor:,:i so r i F OtM 114INFoRCIrerr f y���y� MAW T lV X L BOTTOM TOP I" r-i' ' 0.6. x 014. S-PIN - FA - - i FW + r-4' r-rxro' ; 8-%-to . ----�-- - -- i- 14,& - PA -� --- — TM I r-r t f-F x cew. I A's cart. M11 CQR - r4r x coax. NOTE L ALL FCtMATICN CONCIETe DNAL.L BE 30M PSI WN. k Pam' Qt to,\� 0-43t NO 4\p�a���g„ng SCALE: 3/32' = I' - V' NOTE: REF. ELEV. OF 0'-C' ON STRICT. DRAWINGS CORRE5PONDES TO REF. ELEV. 100'-O' ON ARCH. MAtiC W'N GCL" 50 --BASEEPLATE AN-+M MOTES i TS 4 x 4 x W' PL &w % LC x r 4-3W x F4 L TS 6 x S x 1W M. S14' x 0' x r 4•N4-x r.r l 1. FPVVIDE 5' FWACT04 OF ANC►dOR BOLTS ABOVE I'MWATION FOR ALL ANCHOR BOLTS. 1 � 1 Cuhaci & Peterson Architects 1220 Alden Road Orlando, Florida 32803 Ph. 407 228 4220 Fox. 407 228 4219 o CopymG T AM reports. Prom. epeaf CVWrw. compute► tTMs. Herd data. rotM and ottar docurrwft and batnrnents prepared by CuhW & Peterson Arcldterts (C & P) as Instruments of service re vtoin the of C h P. C & P s1aM retain oM corrrrwn low. Aary� and attar Fa rghts. bwko 9 the o��asatt 1 .reproduction of Weelthr psrrrulssbn from C& P r a v10bHen of Fe�ersl oopyrigFk brae. cc J � _ a 0 ~ J W L. a: Q a: 0 i L z o a cc co Q LL W 0 i Z J f a a: 0 0 ..J u z 0 R a Q Z a: Q j D H Q 0 CL w um v cc i i T F B OC., Inc. STRUCTURAL ENGINEERING & PROJECT MANAGRAEN I 8210 C.R. 48, SUITE 201 YALAHA, FL 34797 352-324-2257 VOICE , 352-324-2262 FAX E-MAIL: TFSOC@AOL.0 OM Proj. No. 99-111 F&W910N JOB t10: 9916 AS SHOWN ' rDATE y 6-10-99 _ P.S. CHECKS -- JED ORAWM NM 2 RS-2 \¢HQWW!'' } q77 a SUN I -1pt RE CONN. LOAP,15HEPgLE LOAD P -� CO_NW. ANGLE P < WiMbsi .` TYPICAL! 12001'os. ,, P . 300011P6,1 -'A - •' 30001bs. -- 4 MAX. POINT vrIFFENIeh • irT SLEEYE , { I I-�'a {N 1 N7. I co Q .. �- _ KQ. CC>URSE �g'16 J018T _ / KNOCK -OUT - - - - - -- - - - --T WNIL B AIL A T YPE I DIM. = 20'-O"x5O'-O" AREA = 1,000 SQ.FT 113- RTU-3 18X2, TYPE DIM. 20'?-0Jp X50)- o 1) AREA = 1,000 SQ.FT. TYPE' DIM, 15'-0"x50,-0,, AREA 750 SQ.FT TYPP 4 DIM, 20'-0,,x50,-0,, AREA = 1,000 SUFT. 24X24 R'GC 1300 CFM 16X141 RTU-3 18X2, TYPE DIM. 20'?-0Jp X50)- o 1) AREA = 1,000 SQ.FT. TYPE' DIM, 15'-0"x50,-0,, AREA 750 SQ.FT TYPP 4 DIM, 20'-0,,x50,-0,, AREA = 1,000 SUFT. 24X24 R'GC 1300 CFM 16X141 : MECHANICA Q9N9R6L NOTEgr . o IN GENERAL, PLANS: AND, DIAGRAMS ARE SCHEMATIC ONLY AND ,SHOULD NOT BE SCALED. HVAC CONTRACTOR IS RESPONSIBLE FOR. ANY 'ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM. SUBSTITUTED EQUIPMENT. 0 INTENT.OF THESE NOTES, AND MECOANICAL,NOTES GN DRAWINGS 15 TO ;CLARIFYTHE SCOPEOF WORK ' CONTRACTOR, TO VISIT-AND IS TASITE• ANDTVER FY ALh�GLEARANCESEXISTINBEFOREi FABRI CATION OF DUCTWORK AND, PROVIDE ARDITIQNAL OFFSET AND/QR . CHANGES IN DUCT SIZES TO MEET FIELD AND„ COORDINATE WITH ELECTRICAL AND PLUMBING SUBCONTRACTORBEFORE ANY -CONSTRUCTION. WORK. ` 0 COORDINATE AIR. DEVICE LOCATIONS WITH 'I IGHTING FIXTURES, o TURNING VANES SHALL BE PROVIDED 'IN ALL: SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF "THE SMACNA MANUAL. o DUCT DIMENSIONS SHOWN ON:'DRAWINGS ARE -CLEAR INSIDE DIMENSIONS. o DUCTWORK SHALL. NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION' SYSTEM. • ALL EXHAUST DUCTWORK_: SHALL BE UNMULATED SHEETMETAL CONSTRUCTION IN ACCORDANCE' WITH' LATEST SMACNA STANDARDS. ® ALL WALL MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL 'BE INSTALLED AT AN ELEVATION ,OF 54"'ABQvE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED'ON ON DRAWINGS, LOCATION OF THE 1 WALL; MOUNTED ;THERMOSTAT 1 PR.QVIDE FACTORY :SINGL'.E POINT.. ELECTRICAL CONNECTION AND ROOF CURB T .. SHALL BE COORDINA ED WITH OTHER. TRADES FOR A NEAT APPEARANCE. • FINAL Q2 ~PROVIDE FAN AUTO,ON &`•HEAT--OFF�COOL THERMOSTAT LOCATION OF THERMOSTAT ,SHALL ,BE,' SUBJECT TO THE APPROVAI. 'OF .THE E R ELECTRICAL. R H WITH FACTORY. MANUAL'OUTSIDE AIR DAMPER' ENGINE 0 IS REPRESENTATIVE IN THE° FIELD •PROVIDE 24 VOI:T' UNIT MOUNTED °DISCONNECT, RETURN AIR SMOKE DETECTOR, CONVENIENCE OUTLET AND 'THRU BOTTOM 0 ALL SUPPLY AIR DIFFUSERS SHALL BE 4_4AY THROW UNLESS OTHERWISE NOTED. SERVICE .:CONNECTION' • UNLESS OTHERWISE ,NOTEQ,' INSTALL : DUCTWORK': AS HIGH AS. ,POSSIBLE, TIGHT MECHANICA Q9N9R6L NOTEgr . o IN GENERAL, PLANS: AND, DIAGRAMS ARE SCHEMATIC ONLY AND ,SHOULD NOT BE SCALED. HVAC CONTRACTOR IS RESPONSIBLE FOR. ANY 'ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM. SUBSTITUTED EQUIPMENT. 0 INTENT.OF THESE NOTES, AND MECOANICAL,NOTES GN DRAWINGS 15 TO ;CLARIFYTHE SCOPEOF WORK ' CONTRACTOR, TO VISIT-AND IS TASITE• ANDTVER FY ALh�GLEARANCESEXISTINBEFOREi FABRI CATION OF DUCTWORK AND, PROVIDE ARDITIQNAL OFFSET AND/QR . CHANGES IN DUCT SIZES TO MEET FIELD AND„ COORDINATE WITH ELECTRICAL AND PLUMBING SUBCONTRACTORBEFORE ANY -CONSTRUCTION. WORK. ` 0 COORDINATE AIR. DEVICE LOCATIONS WITH 'I IGHTING FIXTURES, o TURNING VANES SHALL BE PROVIDED 'IN ALL: SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF "THE SMACNA MANUAL. o DUCT DIMENSIONS SHOWN ON:'DRAWINGS ARE -CLEAR INSIDE DIMENSIONS. o DUCTWORK SHALL. NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION' SYSTEM. • ALL EXHAUST DUCTWORK_: SHALL BE UNMULATED SHEETMETAL CONSTRUCTION IN ACCORDANCE' WITH' LATEST SMACNA STANDARDS. ® ALL WALL MOUNTED THERMOSTATS AND/OR TEMPERATURE SENSORS SHALL 'BE INSTALLED AT AN ELEVATION ,OF 54"'ABQvE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED'ON ON DRAWINGS, LOCATION OF THE 1 WALL; MOUNTED ;THERMOSTAT 1 PR.QVIDE FACTORY :SINGL'.E POINT.. ELECTRICAL CONNECTION AND ROOF CURB T .. SHALL BE COORDINA ED WITH OTHER. TRADES FOR A NEAT APPEARANCE. • FINAL Q2 ~PROVIDE FAN AUTO,ON &`•HEAT--OFF�COOL THERMOSTAT LOCATION OF THERMOSTAT ,SHALL ,BE,' SUBJECT TO THE APPROVAI. 'OF .THE E R ELECTRICAL. R H WITH FACTORY. MANUAL'OUTSIDE AIR DAMPER' ENGINE 0 IS REPRESENTATIVE IN THE° FIELD •PROVIDE 24 VOI:T' UNIT MOUNTED °DISCONNECT, RETURN AIR SMOKE DETECTOR, CONVENIENCE OUTLET AND 'THRU BOTTOM 0 ALL SUPPLY AIR DIFFUSERS SHALL BE 4_4AY THROW UNLESS OTHERWISE NOTED. SERVICE .:CONNECTION' • UNLESS OTHERWISE ,NOTEQ,' INSTALL : DUCTWORK': AS HIGH AS. ,POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE., :COORDINATE DUCT. ELEVATION WITHRAINLEADERS, ,. WATER PIPING, SANITARY",DRAINS' AND MAJOR., ELECTRICAL CONDUITS. �► CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL` -REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIAL.$:- o VERIFY VOLTAGE 'WITH ELECTRICAL BEFORE ORDERING EQUIPMENT. • o PROVIDE A TRAP IN ALL CONDENSATE',PIPING LOCATED AT THE ROOF TOP UNIT. SLOPE CONDENSATE LINES 1 /8" PER FOOT. LINES SHALL BE PVC SCH. 40. o ALL MECHANICAL WORK SHALL, MEET''ALL THE REQUIREMENTS 'OF. THE "STANDARD , FAN SCHEDULE MECHANICAL `CODE". TA -- EF-1 r ALL SUPPLY AND RETURN DUCTWORK, SHALL QE EXTERNAL, Y INSULATED SHEET SEO�� NCE OF QP RATION .. > , ,..G.. SERVIQE EXHAUST ETACONSTRUCTION I A �STANDARDS.'� METAL N ACCORD N.CE WITH LATEST S.MACNA T HE ROOF T A TOP . UNI SHALL . BE STARTED AND STOPPED FROM A ROAM THERMaSTAT. ,QN. 90 ` e „ DUCTWORK INSULATION SHALL BE a1-1 2 . FOIL FACED FIBERG SS DUCT WRAP. / E LA C L FOR AL_. POINT, "p COOLING, THE THERMOSTAT SHALL ENE GI E THE CO PR SSO `TO :MAINTALN SET L. R R.�. M, E R:.. , A CALL FOR HEATING THE THERMOSTAT,'SNALL ENERGIZE THE; ELECTRIC HEAT IN AIR QUANTITY, CFM EXT. STATIC "PRESS, IN. H O 0.375 • ,• , SUPPORT DUCTS WITH 1X2X1 22- AU.GE CHANNELS AND. STRAP STAGE($) . T TA N SET POINT. SUPPLY FAN A R COI Y UR O MAIN I E U SHALL UN. ON IN D IRO .. FAN TYPE: -- CEILING ,MINIMUM OR 12-GAUGE WIRE FROM BUILDING 'CONSTRUC QN. SUSPE.ID 'FROM OCCUPIED ., JOINTS WIT BE M CLAMPS. PROYIp HOT..pIPPE . STEEL -FASTENERS ANCHORS A E D. . DRIVE - DIRECT RODS, STRAPS, TRIM AND ANGLES ` FOR SUPPORT OF DUCTWORK. SO NEs - 4.3 o FLEXIBLE' DUCTS: EITHER., SPIRAL. ROUND SPRING STEEL WITH FLAMEPROOF .VINYL MOTOR WATTS 5 SHEATHING, OR CORRUGATED ALUMINUM; COMPLY WITH. UL 151. PROVIDE 1" THICK . CONTINUOUS FLEXIBLE N E ET C0 8LE FIBERGLASS' SHEATH WITH VI YL VAPOR BARRIER JACK AN SPEED RPM 1,200 ' POWER V � / 12Q � 1 / . •- GUARANTEE, FQR ONE YEAR .AFTER ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, CONTROL ` -. NXRLOCK• W/ MATERIALS AND WORKMANSHIP., TO BE FREE FROM DEFECT.* ' ucH T SWITCH LOCATION', . , - „ TOILET , ROOM . D NOT UT STRU RA B RS WITHO T P WRITT'APPROVAL OF THE O G, CTU L MEM. E RIQR, MANUFACTURER_ COOK }U, ,, _ •EN STRUCTURAL ENGINEER. OR., ARCHITECT ' ARRANGE FOR REPAIRS REQUIRED,.T.p CONICAL FITTING. WITH: LOCKING 'TYPE VOLUME DAMPER, -�----FLEX DUCT OR, ROUND SHEET .METAL DUCT. � •'FLEX DtJ,CT.MAX, 8'-0" _LONG, USE„CLAMP TO 'ATTACH FLEX DUCTS AND SEAL: SUPPORT DUCT EVERY' FOUR. FEET FROM STRUCTURE OCNV... VR . VPIJI\LI - 1 _, 1 ''.'/ .... .. ._ :.�+ INTI 11 :'A I F 1 / K( 111N11 ' .. _. . ;. I ; ` k ,. ..IL A p , a , , , 7 , , , r M1 L QJ N O m (II L U I t S S M O LCl O V Ln O .yam U O W Z3 f— Ol 3 w IT rn (, a, c.� _c O Ln L Q) n ro N m (13 Lrl CD ELECTRICAL PLAN SCALE: 1 /16"=1'-0" \c FLOW/TAMPER SWITCHES AND WATER GONG. COORDINATE EXACT LOCATTION WITH ARCHITECT. SEE SPRINKLER SYS. RISER DETAIL, SHEET E-2. �p 16 1" C. WITH PULL CORD FOR PHONE SERVICE. SEE DETAIL SHEET E-2 (TYP.) p ® a f► ■ s -FIXTURE TYPE "A" (TYPICAL) — SHOW WINDOW RECEPTACLE MOUNTED IN CEILING (TYP.) E HP-7 HP-14,16 -A' MECH. ROOM SCALE: 1 /8"=1'—O" 11 ►� vie ` p �A ■ b LL/ PROVIDE FLUSH -MOUNTED, WP I �— J-BOX/SWITCH FOR TENANT J FASCIA SIGN. SEE LTG. CONTROL A'� wp DIAGRAM SHEET E- . VERIFY EXACT LOCATION W/ARCHITECT (TYPICAL). B-5 (VIA CONTACTOR) TO SIGN TO SIGN E 1 TYPE 2 = 20'-0"x5O'-0" DIMENSION = 15'-0"x50'-0" 1O0 SQ.FT. AREA = 750 SQ.FT. =1'-0" SCALE: 1 /8"=1'-0" 1(1 a ff • • I WA : �I "I J wP C-5 (VIA CONTACTOR) TO SIGN T YPE DIMENSION = 20'-0%50'=0" AREA = 1,000 SQ.FT. SCALE: 1 /8"=1'-0" I J Ap D-5 (VIA CONTACTOR) TO SIGN TYPE DIMENSION = 20'-0"x50'-0" AREA = 1,000 SQ.FT. y SCALE: 1 /8"=1'-0" MAWM NO. ME i EQUIPMENT GROUND BAR CONNECTION OF FULL SIZE GROUND CONDUCTOR TO BLDG. STEEL AND FOUNDATION REINFORCING STEED FULL SIZE SERVICE EQUIPMENT NEUTRAL BONDING BUS JUMPER ENCLOSURE (TYP) -FULL SIZE GROUNDING CONDUCTOR PER N.E.C. 250-94. (SEE POWER RISER DIAGRAM) EXTERIOR METAL WATER, INTERIOR GAS AND INTERIOR FIRE SPRINKLER PIPE PER N.E.C. 250-80. - J ---- 5/8" x 20'-0" COPPER GROUND ROD (TYP. OF 2) 6'-0" MIN. Grounding Eledtr®de Conductor Detail NO SCALE RUN CONDUCTORS FULL LENGTH OF WIREWAY LIGHTNING —\ z — ARRESTOR 10"x10" W.P. WIREWAY (LENGTH AS REQUIRED) 0 0 0 100 100 100 3 3 3 100 100 100 WP WP WP �— SUITE SUITE SUITE A B C 4-250MCM CU IN 3 1 /2" C. #2 CU ORD. ELECTRODE TO PAD MTD. TRANSFORMER CONDUCTOR. SEE DETAIL THIS SHEET. POWER RISER DIAGRAM-RTL. "A" N. T. S. 4-#3CU, 1-#8CU E.G. IN 2 1 /2" C. NOTES: 1• MAIN SERVICE SWITCHES SHALL HAVE AN A.I.C. RATING OF 100,000 AMPS. 2. PROVIDE DUAL ELEMENT FUSES FOR ALL SERVICE DISCONNECTS. 3. REFERENCE ELECTRICAL SITE PLAN FOR LOCATION OF TRANSFORMER(S). RTU-1 &3 wQ RTU-2&4 FURN. W/UNIT U FURN. W/UNIT SEE NOTE 6 SEE NOTE 6 3- #8, 1- #10 E.G. WP 3- #10, 1- #10 E.G. SEE PANEL IN 3/4" C. SEE PANEL IN 1 /2" C. SCHEDULE SCHEDULE MECH. EQUIP. POWER WIRING DETAILS N.T.S. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH -IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED ON MECHANICAL PLANS. THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST INCURRED IF ALTERNATE EQUIPMENT IS PROVIDED. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). 6. UNITS FURNISHED WITH UNIT MOUNTED DISCONNECT, CONVENIENCE OUTLET AND RETURN AIR SMOKE DETECTOR. (4) #3CU, (1) #8CU E.G IN 2 1 /2" C. LOAD SUMMARY TOTAL EST. CONNECTED LOAD (3,000 S.F. 0 15W/S.F.) = 45.0 KW 45.0 KW 0120/208,30 = 125 AMPS RUN CONDUCTORS FURN. W/UNIT U FURN. W/UNIT SEE NOTE 6 SEE NOTE 6 3- #8, 1- #10 E.G. WP 3- #10, 1- #10 E.G. SEE PANEL IN 3/4" C. SEE PANEL IN 1 /2" C. SCHEDULE SCHEDULE MECH. EQUIP. POWER WIRING DETAILS N.T.S. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH -IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED ON MECHANICAL PLANS. THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST INCURRED IF ALTERNATE EQUIPMENT IS PROVIDED. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). 6. UNITS FURNISHED WITH UNIT MOUNTED DISCONNECT, CONVENIENCE OUTLET AND RETURN AIR SMOKE DETECTOR. (4) #3CU, (1) #8CU E.G IN 2 1 /2" C. LOAD SUMMARY TOTAL EST. CONNECTED LOAD (3,000 S.F. 0 15W/S.F.) = 45.0 KW 45.0 KW 0120/208,30 = 125 AMPS RUN CONDUCTORS FULL 4-500MCM CU, 1-#3 CU E.G. LENGTH OF WIREWAY IN 3 1 /2" CONDUIT 12%12" W.P. WIREWAY (LENGTH AS REQUIRED) 0 0 0 0 0 0 0 100 100 100 100 100 100 100 3 3 3 3 3 3 3 100 100 100 100 100 100 100 WP WP WP WP WP WP WP SUITE SUITE SUITE SUITE SUITE SUITE SUITE J K L M N 0 P TELEPHONE TERMINAL CABINET #6 GROUND TO SERVICE GROUND. I T I SEE ELECTRICAL SITE PLAN 1" EMPTY CONDUIT W/PULL FOR FEEDER CONDUIT SIZE WIRE. STUB —UP 2' A.F.F., AND LOCATION CAP AND MARK. (TYP. FOR EACH TENANT) TELEPHONE RISER DIAGRAM N.T.S. BY OTHERS SPRINKLER RISER FLOW WATER GONG ( ) & TAMPER SWITCHES BY PROVIDE 120V. CIRCUIT OTHERS (RETAIL C/D) SEPERATE FROM FACP (TYP. 2 PLACES) SPRINKLER RISER FLOW & TAMPER SWITCHES BY PHOTOELECTRIC OTHERS (RETAIL A) SMOKE DETECTOR 1 WP UNDERGROUND. REMAIN CLEAR OF ALBERTSON'S BLDG. (2) HOUSE PHONE LINES HP-14 PROVIDE FIVE —ZONE FIRE ALARM DIGITAL DIALER PANEL WITH BATTERY BACK—UP CONNECTED TO LOCAL MONITORING STATION. SYSTEM COMPONENTS (OR EQUAL): 1. PANEL: EDWARDS #EST1-2Z3 USING #DL1 DIALER MODULE AND 2IBC ZONE MODULE. 2. SMOKE DETECTOR/BASE: EDWARDS #6270B/6251 B-001 A. 3. FLOW AND TAMPER SWITCHES: BY OTHERS. 4. WATER GONG (WEATHER—PROOF): BY OTHERS. SUPERVISED SPRINKLER SYSTEM N.T.S. 4-500MCM CU, 1-#3CU E.G. RUN CONDUCTORS FULL IN 3 1 /2" C. LENGTH OF WIREWAY 12"x12" W.P. WIREWAY (LENGTH AS REQUIRED) 400 400 3 3 400 400 0 0 O 0 0 0 0 WPWP100 100 100 100 100 100 100 3 3 3 3 3 3 3 LIGHTNING 100 100 100 � 100 100 100 ARRESTOR WP WP WP WP WP WP WP SUITE SUITE SUITE SUITE SUITE SUITE D E F G H I T "PROVIDE SPARE 3 1 /2" EMPTY C. W/PULL-WIRE #2/0 CU ORD. ELECTRODE 4-500MCM CU IN 3 1 /2" C. CONDUCTOR. SEE DETAIL TO PAD MTD. TRANSFORMER THIS SHEET. POWER RISER DIAGRAM-RTL. "B" & "C" N.T.S. SEE 'SIGN CONTROL DIAGRAM' THIS SHEET. TO FACADE SIGN RUN CONDUCTORS FULL 4-500MCM CU, 1-#3 CU E.G. LENGTH OF WIREWAY IN 3 1 /2" CONDUIT TO NEXT TENANT 5. TO T/C ON HOUSE PANEL PANEL "HP" TENANT 12%12" W.P. WIREWAY (LENGTH AS REQUIRED) PANEL (TYP.) 400 4-#3CU, 1-#8CU E.G. IN 2 1 /2" C. 0 0 0 0 0 0 0 0 0 100 100 100 100 100 100 100 100 100 3 10(u 3 100 3 100 3 100 3 100 3 100 3 100 3 160 3 100 fE SUITE SUITE SUITE SUITE SUITE SUITE SUITE SUITE R S T U V W X Y #1 /0 CU ORD. ELECTRODE CONDUCTOR. SEE DETAIL THIS SHEET. POWER RISER DIAGRAM-RTL. "D" N.T.S. 3 400 LIGHTNING ARRESTOR TO TENANT TO TENANT SIGN SIGN r r TIMECLOCK EQUAL TO I I INTERMATIC ##ET70215CR 30A./2-POLE ELECTRICALLY HELD LIGHTING CONTACTOR EQUAL TO SQ.'D' HP-12 T/C C — T C — #LG20 IN NEMA 1 ENCLOSURE WITH 120V. TT COIL. LOCATE CONTACTOR ABOVE -'.NT PANEL (TYPICAL). I I I I I I #12 WIRE -_---,---1---- 20A., 1P. CIRCUIT THRU-OUT I L l I L_n�' l I l I BREAKER (TYPICAL) I I I I I /TENANT PANEL (TYPICAL) TO CANOPY T T LIGHTS — TO CANOPY i + TO COLUMN LIGHTS i I I LIGHTS I I I I I I! I I LIGHTING -LE, ELECTRICALLY HELD C OIPOONTACTOR EQUAL TO SQ.'D' C—__-------------- #LG1000 IN NEMA 3R ENCLOSURE WITH _�T Tj T 120V. COIL. LOCATE CONTACTORS NEXT TO HOUSE PANEL "HP". 1 1 1 1 1 1 1 1 1 1 HP-1,3,5 —L-1— J I I I I I I I #12 WIRE HP-2,4,6 -4— - --�— J 1 1 I 1 HP-8,10,11,13 -* —I— -1- LIGHTING CONTROL DIAGRAM NO SCALE SEE "LIGHTING CONTROL DIAGRAM" THIS SHEET HOUSE TC PANEL "HP" 4— #3CU, 1— #8CU E.G. IN 2 1 /2" C. WP T4-500MCM CU IN 3 1 /2" C. TO PAD MTD. TRANSFORMER PROVIDE SPARE 3 1 /2" EMPTY C. W/PULL—WIRE LOAD SUMMARY TOTAL EST. CONNECTED LOAD (11,000 S.F. 0 15W/S.F.) = 165.0 KW HOUSE PANEL = 11.2 KW 176,2 KW 0120/208,30 = 489 AMPS LOAD SUMMARY TOTAL EST. CONNECTED LOAD (8,500 S.F. ® 15W/S.F.) = 127.5 KW 127,5 KW @120/208,30 = 354 AMPS L . (", .. ,..' 1� 0 COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Cuhaci & Peterson Architects (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document with— out written permission from C & P is a violation of Federal copyright laws. Q Q LL � LU O Aftaw LL d Q Q � d � Z 0 � LL Vol Q > LL Ar '% LLJ � U Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Groy Street : Tampa, Florida 33609 Telephone: (813) 287-2719 Fax: (813) 287-5704 E—mail: hha@gte.net JOB NO, 9 916 SCALE NO SCALE DATE 6-11-1999 DRAWN CK ctKED HH FNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED.\CAPPED ACCESSIBILITY STANDARDS - THEY SHALL ELECTRICAL LEGEND REVIEW POWER & LIGHTING PLANS AND DETAILS BE ALTERED WITHOUT WRITTEN AUTHORIZATION. FOR ITEMS WHICH APPLY TO THIS PROJECT. C_ CD 4- a, 0 r-, 0 .N m L c� i _ rn 6T o4 r-, LC) Ln m Ln CD 4j U O U Q1 3 M w Q a3 U .c 0 L a3 H d N M n -o C_ 0 m r-, m t W a �. D 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE, THE LATEST EDITION OF N.F.P.A., AND THE LATEST EDITIONS OF THE LOCAL CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 2. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXA?Ti `^ :.x,S BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR L _`S ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, Vr:f..,. NOT BE - ALLOWED. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUB CONTRACT. 4. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTINGS. 9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER AND TELEPHONE COMPANIES. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 10. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. CONDUCTORS #10 AND SMALLER MAY BE SOLID; ALL THOSE #8 AND LARGER TO BE STRANDED. 11. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4", GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. 12. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. 13. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. 13.1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS L. 14. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCHITECT/OWNER. A. SWITCHES: LEVITON #CSB1-20I B. RECEPTACLES: LEVITON #BR20-I C. COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. 15. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN PROPER WORKING ORDER. 16. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250-95 OF THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. 17. LOAD DATA IS BASED ON INFORMATION GIVEN ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 18. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. 19. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING SYSTEM AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. 20. NOT USED 21. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, COMPARABLE EQUIPMENT BY G.E. & SIEMENS ONLY WILL BE ACC! v 3LE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 21.1. TYPEWRITTEN CIRCUIT INDEX SHALL B -IXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND 1 YPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 21.2. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 22. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST -RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. 23. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S SCHEDULE. 24. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. THERE SHALL BE NO TYPE 'NM', 'MC', ELECTRICAL NON-METALLIC TUBING, & FLEXIBLE METAL CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. 24.1. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 208V SYSTEM 480V SYSTEM PHASE SEQUENCE NEUTRAL -WHITE NEUTRAL - WHITE ABC, TOP TO BOTTOM PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, FRONT PHASE B - RED PHASE B - ORANGE TO BACK PHASE C - BLUE PHASE C - YELLOW GRD.CON GREEN GRD.CON - GREEN 25. CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WALLS, CEILINGS, SLABS, ETC. PENETRATION SEALS SHALL BE PER U.L. ASSEMBLY STANDARDS. 26. CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTALS FOR LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY, ETC.) PROVIDE TWO (2) COPIES, TEN (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTOR/ GENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. SHOP DRAWINGS WILL ONLY BE REVIEWED TWICE AS PART OF THIS CONTRACT. ADDITIONAL SHOP DRAWING REVIEWS SHALL BE INVOICED AT $85.00 PER HOUR, BILLABLE TO THE SUB -CONTRACTOR, C.O.D. 27. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT. 28. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWING FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE THE WORK INDICATED BY THE REVISED DRAWINGS OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER OF THE COST OF THE REVISED WORK. 29. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT/OWNER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT/OWNER WILL NOT BE COMPENSATED. 30. CONTRACTOR SHALL PROVIDE TWO (2) COPIES OF THE PROPOSED SITE LIGHT FIXTURE PACKAGE TEN (10) DAYS PRIOR TO BID DATE FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWING. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE SITE FIXTURES SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE SITE FIXTURE IS NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. ALTERNATE SITE FIXTURES SHALL INCLUDE A COMPUTER GENERATED POINT -BY -POINT PHOTOMETRIC CALCULATION BASED ON THE PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER BEING USED. O = PROVIDE "LOCK -ON" DEVICE ❑ = VIA CONTACTOR/TIMECLOCK �- - .� y r �.• r rr..v_ I ,, I �T I LJ I O = PROVIDE "LOCK -ON" DEVICE ❑ = VIA CONTACTOR/TIMECLOCK i O = PROVIDE "LOCK -ON" DEVICE ❑ = VIA CONTACTOR/TIMECLOCK FEE 1----f FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE ® 277/48OV, 30 PANELBOARD T.V. CAMERA OB INCANDESCENT OR HID LIGHT FIXTURE, LETTER INDICATES TYPE LIGHTING OR POWER PANELBOARD 0 T.V. MONITOR FO C WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE MSB MAIN SWITCHBOARD ® DEVICE AS NOTED ® ®NL LIGHT FIXTURE ON EMERGENCY CIRCUIT/NIGHT LIGHT (NL) MDP MAIN DISTRIBUTION PANEL CRT OUTLET, PROVIDE GANG BOX WITH 3/4" CONDUIT WITH F0 ,SINGLE PULL WIRE AND INSULATING BUSHING. STUBBED INTO CEILING SPACE. LIGHT (ARROW INDICATES DIRECTION) O EQUIPMENT NUMBER (77 C FIFDULE) MOUNT BOX 18" A.,F.F. U.O.N. , 'TEE Y POWERED EMERGENCY LIGHT CONDUIT CONCEALED 1r ' =' L OR ABOVE CEILING WITH 2 #12, 1 #12 TELEVISION`' OUTLET, PROVIDE SINGLE GANG B� WITH 3/4" CONDUIT /. E.G. CONDUCTORS IN 1 /2.' CONDUIT MIN. U.O.N. HSI . WITH PULL WIRE AND, INSULATING BUSHING STU08ED INTO CEILING a 9 TRACK LIGHTING SPACE. MOUNT BOX 18," A.F.F. U.0.N." r' CONDUIT CONCEALED BELOW FLOOR SLAB OR FINISHED GRADE WITH so SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHT 2 #12, 1 #12 E.G. CONDUCTORS IN 3/4" CONDUIT MIN. U.O.N. Q PUSHBUTTON, MOUNT 48" A.F.F. U.O.N. CONTROLLED, MOUNT 48" A.F.F. U.O.N. CONDUIT EXPOSED ON WALL OR CEILING WITH 2 #12, 1 #12 E.G. 20 DOOR CHIME WITH TRANSFORMER S2 DOUBLE POLE SWITCH, MOUNT 48" A.F.F. U.O.N. CONDUCTORS IN 1/2" CONDUIT MIN. U.O.N. CRT OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" CONDUIT WITH S 3 THREE-WAY SWITCH, MOUNT 48" A.F.F. U.O.N. FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LENGTH FO PULL WIRE AND INSULATING BUSHING STUBBED INTO CEILING SPACE. S 4 FOUR-WAY SWITCH, MOUNT 48" A.F.F. U.O.N. TV TELEVISION SYSTEM EMPTY CONDUIT WITH PULL WIRE MOUNT BOX 18" A.F.F. U.O.N. DC TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" RD DIMMER SWITCH, WATTS AS NOTED, MOUNT 48" A.F.F. U.O.N. D.C. VOLTAGE WIRING (#10 WIRE IN 1/2" CONDUIT) 0 CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO CEILING SPACE: MOUNT BOX 18" A.F.F. U.O.N. S P SINGLE POLE SWITCH WITH PILOT LIGHT, MOUNT 48" A.F.F. U.O.N. CONDUIT SEAL -OFF FITTING FOR COOLER/FREEZER CIRCUITS, PER N.E.C. ARTICLE 300-7. FIRESTOP CIRCUITS THROUGH FIRE RATED TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" SF FAN CONTROLLER, MOUNT 48" A.F.F. U.O.N. WALLS PER N.E.C. ARTICLE 300-62. PS CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO ® CEILING SPACE. MOUNT BOX 48" A.F.F. U.O.N. ("PS" INDICATES SM MOTOR RATED SWITCH JUNCTION BOX FOR PADDLE FAN, FLUSH MOUNTED, CAPABLE OF PAY STATION) SUPPORTING 100 LB. LOAD SK KEY OPERATED SINGLE POLE SWITCH, MOUNT 48" A.F.F. U.O.N. ® FLOOR MOUNTEDTELEPHONE` RECEPTACLE L= DISCONNECT SWITCH ; e- SINGLE RECEPTACLE, AMPS AS NOTED, MOUNT 18" A.F.F. U.O.N. TELEPHONE BACKBOARD WITH #6 CV. GROUND (SIZE AS NOTED) 100/3/60 DISCONNECT DESIGNATION (SIZE/POLES/FUSE) "NF" INDICATES "DE" DUPLEX RECEPTACLE, MOUNT 18" A.F.F. U.O.N. NON -FUSED; INDICATES DUAL ELEMENT FUSES. ABBREVIATIONS,, . DUPLEX RECEPTACLE, MOUNT ABOVE COUNTER HEIGHT U.O.N. ® MAGNETIC MOTOR STARTER EG EQUIPMENT GROUND ' NL» &�" NIG�iT LIGHT 0 QUADRAPLEX RECEPTACLE, MOUNT 18" A.F.F. U.O.N. ` � COMBINATION MAGNETIC MOTOR STARTER/DISCONNECT SWITCH IG ISOLATED GROUND PC PULL CHAIN DUPLEX RECEPTACLE, MOUNT HORIZONTALLY IN SHELVING UNIT []T DRY TYPE TRANSFORMER BASE U.O.N. WP WEATHERPROOF C/T CURRENT TRANSFORMER ® CONTACTOR (AS NOTED) 30A 10, 250V. RECEPTACLE, AMPS AS NOTED, MOUNT 18" A.F.F. U.O.N. EC EMN`fY CONDUIT EX EXISTING DEVICE Tc TIME CLOCK H� SPECIAL RECEPTACLE AS NOTED EWH ELECTRIC' WATER HEATER_ AFF ABOVE FINISH FLOOR Pc PHOTO -CELL _ Q FLOOR MOUNTED DUPLEX RECEPTACLE EWC ELECTRIC -WATER COOLER i 'AFG ABOVE FINISH GRADE MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT cF> GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898-I, MOUNT (5) (HORSEPOWER INDICATED) E/F-EF EXHAUST FAN U.O.N. UNLESS OTHERWISE NOTED ABOVE COUNTER HEIGHT U.O.N. ELECTRIC DUCT HEATER A/H-AHU AIR HANDLING UNIT N.T.S. NOT TO SCALE I.G. DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI MOUNT AT 18" A.F.F. U.O.N. THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1 /2" C. STUBBED ACC-CU CONDENSING UNIT NIC NOT IN CONTRACT TQ INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH JQ JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.) MECHANICAL DRAWINGS PRIOR TO ROUGH -IN) RTU ROOF TOP UNIT WIREMOLD (SIZE AND LENGTH AS NOTED) O SPEAKER NOTE: MOUNTING HEIGHTS NOTED ARE TO CENTERLINE OF DEVICE SHOWN. U.O.N. LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER CATALOG NO. VOLT LAMPS MOUNTING A COLUMBIA 4PS24-432G-FSA12.125-4EB8120 120 (4) F032, T8, 48", 4100K LAY -IN B PRESCOLITE 9401 120 (1) 10OW A-19 SURFACE -CEILING C PRESCOLITE 9300-AL 120 (1) 10OW A-19 WALL (VERIFY MTG. HGT. W/ARCH) D PRESCOLITE 1391 M9-175MHFE-F71 120 (1) 175W MH, MED. BASE RECESSED -CANOPY E COLUMBIA WCW4-232-EB8120 120 (2) F032, T8, 48", 4100K SURFACE -CEILING F WLS LIGHTING WLS748 208 (1) 150W MH COLUMN (VER. MTG. HGT. W/ARCH.) EM PRESCOLITE EMAX-EV1 120 FURN. W/FIXTURE WALL (VERIFY MTG. HGT. W/ARCH) X PRESCOLITE PEX-L-1-R-EN-W 120 FURN. W/FIXTURE SURFACE -CEILING ALTERNATE FIXTURES SHALL BE BY "USI INDUSTRY", "LITHONIA", "THOMAS INDUSTRY" AND SUBSTITUTIONS MUST BE SUBMITTED FOR APPROVAL (SEE SPECIFICATIONS). "COOPER INDUSTRY". ALL FIXTURE GENERAL NOTES: 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ENERGY SAVING LAMPS AND BALLASTS. 2. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR ALL FIXTURES. 3. PROVIDE .125 MIN. THICK LENSES FOR FLUORESCENT FIXTURES. 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES. UNLESS OTHERWISE NOTED. 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR APPROVAL, SEE SPECIFICATIONS. J CONNECTED AMPS PER PHASE I- 36 t 29 28 ❑ = VIA CONTACTOR/TIMECLOCK I O = PROVIDE "LOCK -ON" DEVICE ❑ = VIA CONTACTOR/TIMECLOCK © COPYRIGHT All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by Cuhaci & Peterson Architects (C & P) as instruments of service remain the property of C & P. C & P shall retain all common law, statutory and other reserved rights, including the copyright thereto. Any use or reproduction of this document with- out written permission from C & P is a violation of Federal copyright laws. J � Q � hot% F- LIMI Q PA � Lot] mi LL o z ovof Q � o o>M � � U CD J 0 � z V � Vol woo LL � c,6 a. 10^ MEN LIJ LLJ tot � LJJ Harold Hart & Associates, Inc. CONSULTING ENGINEERS 4201 West Gray Street : Tampa, Florida 33609 Telephone: (813) 287-2719 Fax: (813) 287-5704 E-mail: hha®gte.net JOB NO. 9916 SCALE % NO SCALE DAIS 6-1 1-1999 DRAWN _- CK Cf-ECKED HH DRAWING . EMEM 3 a C) i T _�Tdzoil u o a a-jai-r�c�= Cl) "0 O i < LU <w � �s fit °; t" "L �.. � 2S � „� �" -. 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