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HomeMy WebLinkAbout3993 - 4200 Aviation Loop 07-1819, 07-1797, 07-1793q q 3o�oo,n 0 7'w- 1?1q 0 -1797 7, 07- 17q3 r � c� U af Q Z 0 GC w w w w z Er 0 0 w z 0 V) to M Of w z w F- it U z lY Q Cr S z ¢ 0 F- r-) w z CD Ln Q O Z U w O IY �I _ H O z CC 0 w 0 LW to w 0 0 w CD w CD z Q U 0 w U 0 O a w EC w 0 z J J Cn Z 0 U LL1 [I- V-) 0 z CD ry Q 0 Ui z w U O 0 LW Ln w z cD 0 vi z a 0 z Q n w z F- r F- n 0 Ir w I- 0 0 Z CD O U z 0 0 U to to w w ckf CC w _ v w ELI ry Q z J ry w w w w r w z 0 0 Delphini Industria DESIGN TEAM I Fm I - OWNER DELPHINI INDUSTRIAL PARK AT SOUTHERN CROSS LLC Beardall Avenue Sanford, Florida ARCHITECT RODNEY JEFFERSON ARCHITECT 775 KIRKMAN Rd, Ste 110 Orlando, Florida 32811 Phone (407) 291-8406 Fax (407) 293-5015 CONTRACTOR DELPHINI BUILDERS 845 Sunshine Lane Altamonte Springs, Florida 32714 Phone (407) 830-7447 Fax (407) 830-7429 CIVIL ENGINEER AMERICAN CIVIL ENGINEERING CO. 207 North Moss Road, Ste 211 Winter Springs, Florida 32708 NOTES 1. LEGAL DESCRIPTION AND SURVEY INFORMATION AS SUPPLIED BY OWNER FROM ACCURIGHT. SEE CIVIL ENGINEERING BY AMERICAN CIVIL ENGINEERING CO. 2. FINISH FLOOR ELEVATION IS REFERENCED FROM 0'-0" - SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 3. THIS STRUCTURE IS NOT DESIGNED TO BE IN 100-YEAR FLOOD PLAIN. 4. ALL EXTERIOR SIGNAGE REQUIRES A SEPARATE PERMIT. 5. PROVIDE APPROVED STREET ADDRESS/SUITE NUMBER POSTIONED SUCH AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. LET TERS SHALL CONTRAST WITH IT " HI MINIMUM CHARACTER WITH A 3 4" STROKE THEIR BACKGROUND WITH A 6 HIGH M N UM CH E E / RECOMMENDED. 6. SEE DRAWINGS 8Y OTHERS FOR PRE-ENGINEERED STRUCTURE, STRUCTURAL ENGINEERING MECHANICAL DESIGN ELECTRICAL DESIGN, AND PLUMBING DESIGN. a' heCS a� oC �0 ss ��\V q' l a ce p, 'k ire v c\ad F`Ce Jed &C ua�`ce 0 co4�de Cabe Orr �Ca ire �sSNFP P 1 P •`���� ,�'15 � and a�cy ' ;'�,,..��' ecru° Ooc�P �F e�F care o� � � NORTH ARROW SYMBOLS LEGEND SPACE ROOM VING IDENTIFICATIONSPACE NAME IDENTIFICATION 1234 - SPACE NUMBER DETAIL I DETAIL NUMBER REFERENCE A-0 SHEET NUMBER DETAIL NUMBER DETAIL DETAIL TITLE 2 SCALE:1i4' = 1'-0' CADD FILE NAME SECTION ORIENTATION WALL SECTION I SECTION NUMBER - REFERENCE A-0 DRAWING ON WHICH SECTION OCCURS SECTION ORIENTATION BUILDING SECTION 1 SECTION NUMBER 1 REFERENCE A-� DRAWING ON WHICH A-0 SECTION OCCURS Park t Southern Cross - ARCHITECTURAL SITE PLAN -,,,- Building No. 40 - Ty Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy XlST. 6' ; 4 S!Ei1�? - s .........a.....::.�a-::::::: k 93' i ._......_ .... _... _ _ _ _ _.. P. rn j 3 D ALE DUMPSTER VERT, CURB CTYP) R50'- �_ 2 E (:L SURE CTYP) �� 0, 5 .7] Ij 5 60 1 ,�¢'` R 6 o ' :• o " l ... AO° _ 4 6 f i �.G00 S0. F .. _.. 'J,600 SO F uq ..... G 6 3,600 SO rT SO k/ ttF3 m ;:`• .� •, ' - ; T. r • 16 Sa. FT. ct •: - a5 m #6 ..._ ...... 4,9W SA. _ r. s.tiJ:7 So. ; r. .. _ - ..... 3 00 0 . � YPE B P :. __ 9j, . 3e,By t jIl '3,600 _..... .. ... 6 .6 (] ,0 SO F:3.600#1 0. F < r- ala#16 _ 4,800 �•ce c3 00 FT. ; miE it 20' •� / E� ( _ 20 SINGLE DUMPSTER e44 ._J R20' �_�. 0' SPACING BETWFr • � � � 4 3 NCLOSURE (TYP) BLllGS CTYP), 11NO /�-� :3'. , 20''' P _ :.:.. ... xx I t 6 i 3.. l i .. ... ET. . I _. -- -u - - #2a F I. 6A #25 FT. #26 .... 3.60D S9. 7 ± 4 ,Ft -CO S.- r i' e,: 4 FTOC V; r?. i r ..._ 4,�tc sa F- a�- so so. 6 000 SD. Q #19 c a2D 'Y 2i p D ' l00' G D00 0 0 ( q .... �..... _... ;�x ...... PHASE 1 e " � t .9C : 6,000 SQ, 1. 6.000 So. I �,00o so, rr. F... _ .... ( <.BCG SG 6.011111 C1. r . r % 6.000430 - a31 #32 tt33 J u_...!.. i..._.. .-.1 -L. ( i '....� _ _.�....i.-c--'_. t..a }--ir,••.'� _.;..... �` -; V E \� r ,/.Reo 01 :.- �- ^ •1- T r t t -C . e R20'v 4 3 rJ- COO Lll0R1G ��. (/ iii 4 I t , 6 39.0. C(7. I 6,0. E ........ I 6,000 S0. r r. a37 #3P 4 "} 6,,eo SW -- #36 TYPE 'AR'/ 6 ooc S 00 C 10 EXIST. CONC,� 16, CLF Code violations found during ins are required to be corrected inspection Plan/permit issuance does not grant approval of a code violation. 2004 FB3C109.1 11 1} ( N --- XS I W tr ao' 101r y (; FRONT" SETBACK PC, '011F SE TRACK 2C' R£.AR SETBAr:K itt b'QQNT rt3FF-ER YARD 10' t:l SIDE 19UrFER YARIO 1''.r' `r REAM Dlil": rR YARD .EI' I� 'r 6.000 SGt, VT G> rI t,/WAREH0`US? .p- i17.i 4,i;ti0 SA. F l'. t'iF'P l fWARf:Nt'ittSF.' I <C i3.i,2._M,bQSi..;SSA...FF...:IE.F.EI»L(Sc?�s,:iCizS: tt� I� CONCH TE ENC`�SED ELECTRODE Shall be provided in the footing of this building• rebar or #4 AWG bare Not less than 20' of'� �' of concrete copper. Shall have a minimum of - coon cover. 2005 NF,C article} of the foot S' required prior to pouring - UNDER SEPARATE PERMTT- %IST. CONC. HEADWALL •i-...,*- ,---r•--- j i u� r f. ':61&.;:'i' u<AS PROP MONUMENT MUNUMENI SIGN LOCA RUN UNDER SEPARATE PERMIT ` {J 4 �7 i .......... Pdt.??°if32&l4 1 2 _ _ _.. f _............. _:.. _,_.. so _. R50 �_• ... ,,, ....•. "j.,.. - ..ra.._ ........ .. c'0' ADDIrI:J:isi:. R:GH' of: WAY .,,� •- �3G:C.yr..."..... �.....aw..W:+,.----•... Rawwrr- ae[. �.- .•=.._.... � , 3,. _............ ._.... s .._...... .._... .. ............... ....... ................»..-.--... .......... .......... .. ,-... _.. r ........ __._. .............»--..... .. n�----ws..._.._-s_... ,� ,r..wy,.....-....,.........-.,.w..�.w,.:»......�..r.,.•.e.::::Ea-:•',K .::lk9B; ... .�..;;...^-m�....�.--�. �" -F 1 -L Nam' i• QURRFN" ,FiNW; GURAMF,RGIAL, rtU rNJJUS7RIA:1.. ELEVATION HEIGHT 0'-0. HEIGHT IDENTIFICATION FINISH FLOOR - IDENTIFICATION ELEVATION ORIENTATION MULTIPLE INTERIOR 2 ELEVATION REFERENCE ELEVATION NUMBER 3 PARTITION TYPE PARTITION NUMBER TYPE IDENTIFICATION EQUIPMENT IDENTIFICATION- EQUIPMENT NUMBER WINDOW GA __ WINDOW LETTER IDENTIFICATION DOOR DOOR NUMBER IDENTIFICATION REVISION IDENTIFICATION REVISION NUMBER I� COLUMN CENTERLINE COLUMN A IDENTIFICATION 1 COLUMN NUMBER !f%fST. 24' RCP 7 ".. .... ..........._.__....... SCHEMATIC CTURAL SITE PLAN eXyA-- SE01406617E MATERIALS LEGEND PLAN STUD FRAME WALL 1-HOUR FIRE RATED WALL 2- HOUR FIRE RATED WALL FRAME WALL W1 INSULATION ' BRICK CONCRETE MASONRY BLOCK WALL POURED CONCRETE WALL SECTION/ ELEVATION ® DIMENSIONAL LUMBER GATT INSULATION GUT LUMBER RIGID FOAM / PLY1.000D INSULATION EARTH FILL CONCRETE MASONRY UNIT I STRUCTURAL STEEL FLOOR TRUSS POROUS FILL �`_ MARBLE METAL 1.4 Z CAST- IN -PLACE CONCRETE BRICK INSULATION (RIGID) ACOUSTICAL TILE CLASS GYPSUM WALL BOARD e 'AR I INDEX OF DRAWINGS ARCHITECTURAL A-1 COVER SHEET A-2 FLOOR / ROOF PLANS / ELEV A-3 DOOR / WINDOW SCHEDULES A-4 BUILDING / WALL SECTIONS MEP AND CIVIL (BY OTHERS) CITY OF SANFORD PLAN REVIEW Occupancy Use Group: 6-1 Type of Construction:_, Code Edition:_��4 Total Square Feet: GOOD SHELL BUILDING PERMIT ONLY The plans submitted do not provide adequate information, nor provided .00 with sufficient features to allow this building to obtain a "Certificate of Occupancy" Only a "Certificate of Completion" may be issued for this building. Separate tenant improvement permits shall be obtained, with a "Certificate of Occupancy" prior to any portion of the building being orrunied. LOCATION MAP { Washington St E, Midway Canaan Midway Ave Ludell Di a r,� ♦Z tq, x � 0 d y m g d I s Patrol Rd_ 1 SITE !• i I I` 'r :i 00.i,,do S-4nlo.d 1r1t'1 A,, part F rn ht I U-n Knight Ln STANDARD ABBREVIATIONS y?Fo. nT.' 11 - Beck ►hammock Canyon ;., A.B. ANCHOR BOLT DET. DETAIL H.B. HOSE 818 MTL. METAL READ. REQUIRED VOL. VOLUME A/C AIR CONDITIONER DIAM. DIAMETER H.C. HOLLOW CORE O.A. OVERALL REV. REVISION / REVERSE V.T.R. VENT THROUGH ROOF ACOUST. ACOUSTICAL DIM. DIMENSION HDWR HARDWARE O.C. ON CENTER RM. ROOM W. WIDTH / WIDE / WASHER ADJ. ADJACENT DISP. DISPOSAL H.M. HOLLOW METAL O.D. OUTSIDE DIAMETER ROS ROUGH SAWN W.C. WATER CLOSET A.H.U. AIR HANDLER UNIT D.L. DEAD LOAD HORIZ. HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD ALUM. ALUMINIUM DN. DOWN HT. HEIGHT OPT. OPTIONAL SCHED. SHEDULE W.D.W. WINDOW ALT. ALTERNATE D.W. DISHWASHER HTG HEATING P. PANTRY SEC. SECTION W.H. WATER HEATER APPROX. APPROXIMATE DWG. DRAWING HTR. HTR P.C. PULL CHAIN SH. SHELF W.I.C. WALK -IN -CLOSET BRG. BEARING EA. EACH IN. INCHES PED. PEDESTAL SHT. SHEET W.P. WATERPROOF BD. BOARD E.J. EXPANSION JOINT INSUL. INSULATION PERP. PERPENDICULAR DIM. SIMILAR BLDG. BUILDING ELEV. ELEVATION INT. INTERIOR PL PLATE S.G.D. SLIDING GLASS DOOR BILK, BLOCK EQ. EQUAL JST. JOIST. PWD PLYWOOD SQ. SQUARE B.M. BEAM EST. ESTIMATE JT. JOINT PROP PROPERTY S.S STAINLESS STEEL BTM. BOTTOM EXIST. EXISTING LB. POUND P.S.F. POUND PER SQUARE FOOT STD. STANDARD COL. COLUMN EXT. EXTERIOR LAM. LAMINATED P.S.I. POUND PER SQUARE INCH STO. STORAGE CER. CERAMIC FN.FL. FINISH FLOOR LAV. LAVATORY P.T. PRESSURE TRATED STIR. STRUCTURAL C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTING PTN. PARTITION SUB. SUBSTITUTE CLG. CEILING F.G. FIXED GLASS MAR. MATERIAL P.H. PAPER HOLDER SUP. SUPPORT C.M.U. CONCRETE BLOCK F.P. FIREPLACE MAX. MAXIMUM QUAL. QUALITY T.C. TRASH COMPACTOR CONC. CONCRETE FT. FEET M.C. MEDICINE CABINET QUAN. QUANTITY TEMP. TEMPERATURE PLANS R F_V i Vt CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL R.A.G. RETURN AIR GRILL THK. THICK/THICKNESS 01TY OF S /` N Fr CONT. CONTINUOUS GA. GAGE MIN. MINIMUM RAID. RADIUS TYP. TYPICAL �1A�! CTR. CENTER GALV. GALVANIZED MISC. MISCELLANEOUS R.D. ROOF DRAIN U.L. UNDERWRITERS LABORATORY D DRYER GL. GLASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION DBL. DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL PERMIT A 01 _ (6 Ict %9AA4 . `� SEAL 0 O c -0 C CO � o t to C FD C , 0 m U')Ln a (n Co C 0 E 0 Q 0) 0 L_ U C L_ W 0 LLJ a- v+ 0 C - V < IL Cd 11- O -0 0 Z 0 C , Cd 0 m U) L z co 0 7) m C .0 r+� u 4. 0 00 I`7 0 t' " E Y a W cal n ° 4-1r` N o m o o (`7 m L 1 o a N u U l L o o a o 0 0 0 C CD w 0 Y o E o (!) �U� Y C rn u L o 0 0 v L a a� -� N c Z >1 O 70 z 0 0 job no: RJ07406 drawn by: RLJ date: PERMIT 01/19/07 revisions: Ann A2 A A4 sheet number cadd filename R.J07406CVA40 RODNEY JEFFERSON ARCHITECT COPYRIGHT © 2007 U s U . CC Q Z CD V) a' w w w z 0 0 cr z CD cn cn w a_ w w 0 r Q a_ �i z I <t 0 0 W Z C:J V7 VJ a 0 z c� w 0 o' IL w F- 0 a a' CD w ci v ZD w Lf cr 0 0 w LL 0 0 Z s U w U CD a- w n, w 0 Z T_ V) z a Q c.> w LL z a z s a L z w U O 0 w L0 w z L6 z 0 V) w 0 0 z cf Q w 0 VT w V) w z r_ s U ry w a- 0 n CLI t- CD 0 Z Q c� CL 0 U z O C C 0 U s V) cn w w a- r w w U w ,s U V) w Ll w w w z 0 0 a - A .3 D. I FR®NT ELEVATI®N RIGHT SIDE ELEVATION SCALE:I/S' = 1'-0' REAR ELEVATION o' 2' 4' 8' 16' 0' 2' 4' 8' 16' LIFT SI®E ELEVATI®N FL®OR PLAN 'A�' 0' 2' 4' 8' 16' NOTES: SCAALR 1. SEE SHEET A-3 FOR DOOR /WINDOW SCHEDULES. ROOF PLAN ' E' F 5CALE:1/5' = 1' x (ox& GUTTER Gvx6 GUTTI=R LIFE SAFETY LEGEND EXIT LIGHT (SEE ELECTRICAL) PRIMARY EGRESS NEW 4 ABC TYPE PORTABLE FIRE EXTINGUISHER - COORDINATE EXACT LOCATIONS W/ LIGHT SWITCHES AND OTHER EQUIPMENT EMERGENCY LIGHTS W/ BATTERY PACK �p GENERAL NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMTTING A BID AND PRIOR TO THE START OF ANY WORK. ALL INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION. 2. THE CONTRACTOR SHALL INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS OF THE SITE. 3. ALL DIMENSIONS ARE NOMINAL (UNLESS NOTED OTHERWISE.) 4. IN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE OWNER. TOLERANCES ARE TYPICALLY 1/8" IN 10'-0". 5. ALL WORK OR MATERIALS NOT SHOWN ON THE DRAWINGS, BUT NORMALLY REQUIRED TO COMPLETE THE WORK, SHALL BE FURNISHED, PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS WHICH ARE COMPATIBLE WITH ROOFING MATERIALS. COMPLY WITH "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMENDATIONS. 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS. 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR MATERIALS, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS, THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. 15. METAL BUILDING SYSTEM: ROOF PANELS: "R" PANEL - 26 GAUGE WALL PANELS: "A" PANEL - 26 GAUGE 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR APPROVAL. CODE DATA APPLICABLE BUILDING CODES FLORIDA BUILDING CODE - 2004 w/ REVISIONS NFPA 101, LIFE SAFETY CODE - 2003 FLORIDA FIRE PREVENTION CODE - 2004 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: FBC 311: STORAGE - GROUP S-1(MODERATE HAZARD) CONSTRUCTION TYPES. FBC 602 TYPE VB / COMBUSTIBLE / UNPROTECTED / UNSPRINKLED FBC TABLE 503 ALLOWABLE BUILDING AREA: 9,000 S.F.. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/- ACTUAL BUILDING AREA: 6,000 S.F. FBC TABLE 601-TYPE VB INTERIOR BEARING / NON-BRG WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 5' TO 20' 1 HR >20' 0 HR FBC TABLE 1004.1.2 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S - 1 OCC / 300 SF GROSS 6000 SF / 300 = 20 OCCUPANTS FBC TABLE 1005.1 EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED STORAGE: 6000 SF/300=20 x .2" = 4.0" 67" FBC TABLE 1015.1 EXIT ACCESS TRAVEL DISTANCE MAXIMUM DISTANCE OF TRAVEL - GROUP S-1 UNSPRINKLED - 200' FBC TABLE 1016.2 MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" FBC TABLE 1016.3 MAXIMUM DEAD END CORRIDOR: 20' FBC TABLE 1018.1 NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED: 4 FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: WC LAV DF SS REQUIRED: 1/ 100 1/ 100 1/ 1000 1 PROVIDED: 2 2 2 2 FPC 403.2.2 - SEPARATE TOILET FACILITIES NOT REQUIRED FOR 15 1 OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 EMPLOYEES. 'L f �', I J ti O r; N N U C U . � __J 'o C ® V) u� 00 0 E a 41 L_ U c �L W 0 0 W > L 0 W b -Uo z U c (IN O .�, 0M(n m c .c W U i r-- co r-) Q N N r N m° 1. 0 Ca <r N U Q n N 0 `o 0 a m C L a �`D}��<� 0 'r W L U XC� N U 4+- E a a Q 'G W ckf 0 Q job no- RJO7406 drawn by: RLJ date: PERMIT 01/19/07 revisions: 0 A A sheet number A-2 RJ07406F= L_A40 RODNEY JEFFERSON ARCHITECT COPYRIGHT © 2007 6 U S U z 0 Ui w w w w G 0 Cn w z 0 Cn w o_ G w F- F— r w S 0 S r F— w 0 v' s F— Z ¢ a w G CJ N 0 Z U w 0 cL w C) >- Z 01 0 w 0 w Z) w 0 0 w 0 U 0 w z S �I 0 w U O Ui w w [P F— 71 J s V) G 0 F-- L v w 0 z Q ca Z 's o' F— z w U 0 a w Z CL Cn w 0 a z ¢ ¢ w C) vi Z J CA- v> w z S c� F— w D_ 0 01 w S F- 0 Z F- s a. 0 c� ¢ J G (D U cn s V) w a' w to w r m w w S F— c� w U Z <D Cn w w w z O 0 SEE SCNFD D1 - OVERHEAD STEEL COILING DOOR TEMPERED GLAZING f =3 :J U .-.-..._..- ...... U U I ILI t; j } � _I EE SCHE _I EE 6CI4E D2 - ALUM D3 - SOLID STOREFRONT CORE WOOD DOOR TYPE ELEVATIONS 6CALE:I/4' = 1'-0' Lu __,3 SEE DETAILS to FOR TRIM U iu EE SCNF P1 - HOLLOW METAL � ®OOR FRAME TYPES I, SEE PLAN(FIELD VERIFY) i, INTERIOR FINISH - SEE WALL SECTIONS METAL BLDG EXTERIOR METAL PANELS FINISH FLOOR O _ EE SCHED D4 - IN5UL METAL WINDOW ELEVATIONS SCALE: 1/4' ; 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL —METAL BLDG STRUCTURAL STEEL JAMB I � II JAMB _ I POLYURETHANE SEALANT 4 �� II BACKER ROD CONTINUOUS OVERHEAD DOOR 4 FRAME - AROUND FRAME EACH SIDE ANCHOR PER MANUFACTURER'S HOLLOW METAL DOOR FRAME RECOMMENDATIONS PRE -GROUT 5OLI1D (NOTE: GALVANIZE ALL EXTERIOR STEEL DOORS 4 FRAMES) (SEE DOOR SCHEDULE FOR SIZE) PROVIDE COUNTERSUNK GALVANIZED STEEL MASONRY 5CREW5 IN FRAME m 12' O.C. MAX WEATHERSTRIPPING - TYPICAL PAINTED GALV I" x 2" x 1/0' RAINGUARD 1@ ALL EXTERIOR pOORS. EMBED IN POLYURETHANE SEALANT DOOR HEAD (.JAMS SIM.) ®OOR JAMSETA ® IL DTDRDI9A SCALE: 3' = 1'-0' � pTDR028 DOOR IN FRAME - SEE PLAN FOR 51ZE 1/4' RECESS ENTRY 5LAB I OR 2 LAYER5 GYPSUM BOARD - REFER TO PART. TYPES TILE (WHERE CALLED FOR POOR SWEEP ON PLAN) OVER 1/2' CONCRETE BACKER BD METAL THRESHOLD DOUBLE 2x WOOD STUDS IN FULL BED OF SEALANT SEE PLAN FOR FLOOR FIN15H SEALANT BEAD CONTINUOUS - AROUND FRAME- BOTH 50ES ORD INATE• y,' J/ WAL L :-----=-----�-=-- HOLLOW METAL DOOR FRA ,1 WITH 3 ANCHORS SCREWED S �% TYPICAL SLAB TO JAMB STUD AND FOOTING r �a CONSTRUCTION < 0 DOOR WHERE REQUIRE[3— THRESHOLD DETAIL DTDRm15A H.M. FRAME DETAIL SCALE: DTDR018 SEE PLAN AS REQ'D. 6CALE: 3' = P-m' I cv DOOR SCHEDULE O LL1 Q Q DOOR FRAME U) CD DETAILS 0Cn � � Z Q Q C) LLJ LL LLJ QW NO. TYPE MAT'L SIZE TYPE MAT L CD LL HEAD JAMB SILL Q o Z + Z I = co REMARKS 1 D1 ST 12'-0"x14'-0" F1 ST - - 168.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 2 D2 AL 3'-0" x 6'-8" F1 AL TEMP - 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 3 D3 SC S-C" x 6'-8" F1 HM - - - - - - 4 D4 IM 3'-0" x 6'-8" F1 HM - - 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING WINDOW SCHEDULE 0 WINDOW v) o Z Q E ly- DETAILS 01' a- Q o cL a W 0 Z + a LLJ 0 Z I REMARKS ID TYPE MAT'L SIZE HEAD JAMB SILL A SH ALUM 4'-6" x 5'-3" TEMP - 6 6 6 23.6 +32.1 -24.6 TINTED HEAD EXTERIOR SILL STRUCTURE 1/4' P.T. SHIM CONT. SEALANT W/ BACKER ROD PREFIN. ALUM. FRAME GASKET GLAZING AS SCHEDULED PREFIN. ALUM. DOOR THRESHOLD \ FLOOR FIN15H STOREFRONT DOOR DETAIL® <r HEAD / JAMB SILL SCALE: 3" = 1'-0" METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL JAMB SEALANT ALL AROUND PERIMETER BOTH SIDES - TYP. SAFETY GLAZING - THICKNESS AS REQUIRED TO MEET DESIGN WIND PRESSURES ALUMINUM STOREFRONT W/ STRUCTURAL COMPONENTS FOR DESIGN WIND PRESSURES SILL FLASHING - FINISH TO MATCH STOREFRONT FINISH STOREFRONT DETAIL SCALE: 3' = I'-m' v % DTWE)STI6 SCALE: 3" = 1'-m' General Notes 1. WINDOW PRESSURES: All windows to be designed for +26 psf and -37 psf (Unless other noted in schedule). 2. All exterior doors and frames to be designed to withstand 110 mph windlood (FBC 1609). 3. Verify all door sizes and frames prior to installation to assure proper operation of door unit. 4. Submit exterior door and window compliance reports signed and sealed by Florida licensed structural engineer. 5. All door hardware shall be ADA compliant lever handles and all hinges on exterior doors to be NRP. 6. Field verify all rough openings for windows. Maximurn shim space shall be 1/4" all around. 7. Undercut interior toilet room doors 1". 8. Provide doors and frames in conformance with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI-100) and as indicated in project documents. Door / Window Legend AL - ALUM. STOREFRONT - FAC. HS - HORIZONTAL SLIDER FIN. - SEE WDW ELEV. IM - INSULATED METAL BF - 01-FOLD NO - NONE BP - BI-PASS PKT - POCKET DH - DOUBLE HUNG SC - SOLID CORE WOOD FP - FIBERGLASS REINFORCED SOD - SLIDING GLASS DOOR PLASTIC SH - SINGLE HUNG FR - FRENCH ST - STEEL FX - FIXED WD - WOOD GLB - GLASS BLOCK WDP - WOOD PAINT HC - HOLLOW CORE WOOD WDV - WOOD VARNISH HM - HOLLOW METAL WP - WOOD PANEL Finish Hardware 1. Finish Hardware shall be installed in accordance with proper practices recognized by the Door and Hardware Institute, 7711 Old Springhouse Road, Mclean, VA. 22102-3474 (verify latest address and phone) and ANSI BHMA A-156 series, ADA, and Florida Department of Community Affairs Accessibility Standards. 2. SUPPLIER: Finish hardware shall be furnished by a company having appropriate technical knowledge and experience to correctly interpret drawings and specifications. Supplier shall be prepared at all times during progress of installation to promptly provide competent Architectural Hardware Consultant (AHC) to approve its complete installation in order that all items shall be installed in the best manner and function properly. jmv. s f _ § ;' , ` �i qol0� SEAL V O C "V 0 _Q 70 C ® C C: D ® V) L Go .� oa U E a s (L_ 0 C W 4-0 W V Cl) >- ( o (0 Cd > 0 Q LL Q) L o -L ° Z CJ C 6V 0 N M U U) L Z -M 0 m W 0 11 f'_coF--)0 1 0 0 o t L v ¢ U L o o 0 o o o,r 02 E C ...: o _ 0 Y O r o N Q U1` L��W [ Y AL C N 0 c W 2 U 0 m o W � C 0 u Ell job no: RJ07406 drawn by; RLJ date: PERMIT 01/19/07 revisions: 0 A 0 sheet number -3 cadd filename RJ07406DRA40 RODNEY JEFFERSON ARCHITECT COPYRIGrl7 © 2007 w z 0 V) w w w w 0 0 Uf w L O v) v) Of w L w w Is CL r= d L s 0 CD w v) cn c� a w c n, O_ w 2 F— r G O w (n w a w D_ 0 U 0 w C7 z ¢ c.� 0 w c� 0 CD af n w a z ¢ z cn z 0 �t c� c� w z cn L �t 0 z w c� 0 0 w cn w vi z c� w G 0 z vi w a vi J w w G V) S r� Of w EL a a. o' w (D Ci z F— rr a V ¢ J Cl- �J z v) w Cn w r- m w w z _ V <t 0 Cn n, w w L 0 cY- A BUILDING SECTION GUT' AT OVERFL, (FIELD DOIUNSF F DOWNSPOUT * SHEETED WALL WALL SECTION DTWLPEOI SCALE: I" = 1'-0' d-' DTWLST20 0' 1' 2' 4' g' SCALE: 3/4' = 1'-0' 50AP D151-EN5ER 30' x 40' MIN. CLEAR FLOOR SPACE CENTERED ON LAY 60" DIA. TURNING RAIDIU5 PAPER TOWEL DISPENSER 36" GRAB5AR 60' x 513" MIN. CLEAR FLOOR SPACE AT HC WATER CLOSET TOILET TISSUE DISPENSER 42' GRAI313AR SERVICE SINK DRINKING FOUNTAIN TYPICAL TOILET ROOM PLAN DTE5ATH02 �_,t SOAP URINAL DISIPENSER 3'-0' SEAM IILDING NOTE: DRINKING FOUNTAIN TO BE ADA APPROVED 4 BE INSTALLED IN ACCORDANCE W/ THE FLORIDA BUILDING CODE - CHAPTER 11 SINGLE DRINKING FOUNTAIN TO HAVE FLAT -BOTTOM CUP DISPENSER �J I FRONT ELEVATION SIDE ELEVATION �D�RNIKING FOUNTAIN ® _ET AIL DTDFOOIA 0 HC TILT MIRROR WASHABLE PAINT ON WATER RESISTANT GYPSUM BOARD - TYP SANITARY VII BASE - TYP SCALE: 1/2' = 1'-0' C NOTE: SEE TYPICAL MOUNTING HEIGHT DETAIL FOR LOCATIONS OF ACCESSORIES TYPICAL TOILET ROOM ELEVATIONS DTTREL02 SCALE: 1/4' = P-0' rnl in Tn � ' 6 HAND TOWEL FEMININE SHELF TISSUE DRIER BAR NAPKIN PAPER D15POSAL DISPENSER MIRROR a __f 6AR m SOAP / GRA13 I 2,-0' 13AR RAB / TOP BAR o TI55UE D 15 -EN. DISPOSAL 6, z MI KNEECLEARAN TI65UE D15PEN. IN5ULATE EXP05ED PIP 3'-0' HC WC MAX. HC LAV/MIR/SOAP DISPENSER PAPER TOWEL TOILET ACCESSORY LOCATIONS C)I5PO5ALR / DTTOILET 5CA1_E: I/4' = 1'-0" \ =0 HC URINAL WATER LAV CLOSET I-6' C- SCALE: 3/0' = 1'-0' LAV IN COUNTER �r FEMININE ROBE NAPKIN HOOK DISPENSER NOTES 1. ALL FASTENERS CALLED OUT ON DETAILS FROM THIS SHEET AS SPECIFIED BY "METALLIC BUILDING" METAL BUILDING MANUFACTURER. 2. METAL BUILDING MANUFACTURER TO DESIGN BUILDING, PANEL CONNECTIONS, ETC. TO COMPLY WITH 2O04, FLORIDA BUILDING CODE. ACCESSORIES DESCRIPTION MANUF. No. (� 1 50AP DISPENSER 8-2112. u EACH TOILET (7 I MIRROR - HC E3-293 243ro U EACH TOILET TOILET TISSUE DISPENSER 5-2540 L' f W/ SHELF - EACH TOILET u ROBE HOOK ON BACK OF E3-1611 L 1 DOOR EACH TOILET �I 42' GRA5 BAR �f EACH TOILET 30' GRAE3 BAR EACH TOILET PAPER TOWEL DISPENSER / 8-3944 WASTE RECEPTACLE= 1. TOILET ACCESSORIES MANUFACTURER — 'BOBRICK' — CONTACT: GORDON ASTLE & ASSOCIATES — (407) 339 — 6800 2. PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER, DESIGN CRITERIA BUILDING CODE: 2004 FLORIDA BUILDING CODE W/ CURRENT REVISIONS. WIND LOAD: FBC - 110 MPH. MATERIALS: ANCHOR BOLTS: ASTM A307 OR A36 ANCHOR STUDS: ASTM A108 CONCRETE (28 DAY) FOOTINGS: 3000 PSI SLAB ON GRADE: 3000 PSI TILT -UP PANELS: 3000 PSI DEFORMED BAR ANCHORS: ASTM A496 DRILLED -IN -ANCHORS: MOLLY PARABOND CAPSULE OR APPROVED EQUAL MASONRY: ASTM C90 (f'm=1500 PSI) 1900 PSI COMPRESSIVE STRENGTH ON NET AREA MORTAR: TYPE 'M' OR 'S' GROUT ASTM C270 2000 PSI COMPRESSIVE STRENGTH PIPE COLUMNS: ASTM A53, GRADE 13 REINFORCING BARS / STEEL: ASTM A615, A616, GRADE 60 STRUCTURAL STEEL: ASTM A36 WELDED WIRE FABRIC: ASTM A165 CONCRETE NOTES 1. ALL CONCRETE WORK TO BE DONE IN STRICT ACCORDANCE WITH THE ACI 318 AND ACI 301. 2. CONCRETE MIX DESIGN CRITERIA: CONCRETE (28 DAY): TYPE I PORTLAND CEMENT ASTM C150 - 3000 PSI COMPRESSIVE STRENGTH @ 28 DAYS (U.N.O.) WATER CONCRETE RATIO: LESS THAN OR EQUAL TO .58 SLUMP: SLAB -ON -GRADE: 5 INCHES OTHER: 3 INCHES WATER: POTABLE CHLORIDE: NONE AGGREGATES: NORMAL WEIGHT - ASTM C33 3. CONCRETE SLAB REINFORCING SHALL BE WELDED WIRE FABRIC (SIZE AS NOTED) OR FIBERMESH PREMIXED IN CONCRETE PRIOR TO SITE DELIVERY. 4. CONSTRUCTION JOINTS DESIGN AND LOCATIONS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 5. VERIFY ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. - PRIOR TO PLACING CONCRETE. 6. ALL REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE PER ASTM A615 GRADE 60, CONTINUOUS AND SPLICE WITH A FULL 24 INCH LAP (MINIMUM). PROVIDE CORNER BARS FOR ALL CORNERS AND INTERSECTIONS. MASONRY NOTES 1. All masonry design, material and workmanship shall be in strict accordance with the ACI Standard Building Code requirements for concrete masonry structures: ACI 530/ACI 530.1. 2. CMU cells indicated in plan N or notes as filled cells shall be grouted with 3000 PSI concrete (8" to 10" slump) w/ (1)#5 vertical minimum. 3. Provide a rninimum of (1) filled CMU cell shall be located under concentrated loads, at all corners, at each end of openings 6'-0" long and greater, at ends of walls and in crnu walls at 6'-0" MAX.X. OC (Typical U.O.N.).. 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or "Dur—O—Wall" truss 'type reinforcing at 16" OC vertical in all CMU walls. 5. Provide dovetail anchors for the full height of columns where independent concrete columns are abutted by masonry walls. 6. CMU concrete blocks shall conform to ASTM C-90 (28 day strength 2000 PSI) (f'm = 1500 PSI), laid in running bond. Stack bond walls shall have 9 gouge horizontal joint reinforcement @ 16" o.c. vertical in addition to typical vertical reinforcement. 7. All mortar joints for hollow masonry units shall extend the full width of face shells. Mortar joints for solid masonry units shall be full head and bed joints — 3/8" thick typical. 8. Provide a 8"x16" bond beam with (1) #5 bar. At corners provide continuity by using corner bars or end hooks. 9. Lap Splice for a #5 bar to be 30 inches. 10. Filled cells shall be vibrated during placement using a "Pencil" vibrator. I1Y 1 (_')F FrI SEAL c J Q v U 0 c 1z OL E En o ` ®.V '� ® C:E- v) $ u> 00 c O E d Q Ws 0 (0 L. U Z C O ... -C U Q III J� 0 W � D �� v_ J � (D 0 LL J oQ * Z o '0 (® u co v) � Z � O m • J M W U w I— U ¢ Z CD w W w w z 0 CD 0 W z 0 w W I I w O Iy— S I— ¢ 0- K S I- r z ¢ CD w z C� Q rr O Z 1= U w O Ckf w, _ O r Z ¢ (D W 0 U) w Ckf 0 w V W C.� z ¢ _ U 0 W U C] Of 0- W Cif CD 7 N z 0 v U W Z ¢ Z ¢ 0 F-- z w U O w Cn z cD C0 0 0 z ¢ ¢ w 0 z ¢ r) w cn W _ z f,') F- n, ry — W 0 arf Cl- ch 0 0 z ¢ CD CD U ¢ z 0 CD U to w 1111 1 w w LJ U w 111 w Li w w r w z a 0 Delphini Industrial Park t Southern Cross - Buildin DESIGN TEAM ARCHITECTURAL SITE PLAN OWNER DELPHINI INDUSTRIAL PA A p SOUTHERN CROSS L C Beardall Avenue Sanford, Florida ce fc spe�to 0 to eXt;n94C� ARCHITECT ateOf0 cU0,0? �sstdncersata RODNEY JEFFERSON ARCHITECT °dncl, �FPq 10OfthP° 775 KIRKMAN Rd, Ste 110 ` Orlando, Florida 32811 Phone (407) 291-8406 Fax (407) 293-5015 ....... 1_ CONTRACTOR P DELPHINI BUILDERS 845 Sunshine Lane Altamonte Springs, Florida 32714 " Phone (407) 830-7447 Fax (407) 830-7429 CIVIL ENGINEER i AMERICAN CIVIL ENGINEERING CO. 207 North Moss Road, Ste 211 U Winter Springs, Florida 32708 NOTES 1. LEGAL DESCRIPTION AND SURVEY INFORMATION AS SUPPLIED BY OWNER FROM ACCURIGHT. SEE CIVIL ENGINEERING BY AMERICAN CIVIL ENGINEERING CO. 2. FINISH FLOOR ELEVATION IS REFERENCED FROM 0'-0" — SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 3. THIS STRUCTURE IS NOT DESIGNED TO BE IN 100— YEAR FLOOD PLAIN. 4. ALL EXTERIOR SIGNAGE REQUIRES A SEPARATE PERMIT. 5. PROVIDE APPROVED STREET ADDRESS/SUITE NUMBER POSTIONED SUCH AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. LETTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH A 6" HIGH MINIMUM CHARACTER WITH A 3/4" STROKE RECOMMENDED. FOR PRE—ENGINEEREDSTRUCTURE STRUCTURAL 6. SEE DRAWINGS BY OTHERS 0 ENGINEERING, MECHANICAL DESIGN, ELECTRICAL DESIGN, AND PLUMBING DESIGN. SYMBOLS LEGEND NORTH ARROW SPACE RIOOM VING SPACE NAME IDENTIFICATION 1234 SPACE NUMBER DETAIL I DETAIL NUMBER REFERENCE A-0 SHEET NUMBER DETAIL NUMBER DETAIL 2 DETAIL SCALE: TITLE = 1'-0' CADD FILE NAME SECTION ORIENTATION WALL SECTION i SECTION NUMBER — II REFERENCE A-0 DRAWING ON WHICH �J SECTION OCCURS SECTION ORIENTATION BUILDING SECTION �ISECTION NUMBER I REFERENCE A-0 DRAWING ON WHICH A-0 SECTION OCCURS EXIST. CINC� .4 ...... r ...----••----••- .Y KN"�Lt::tx�ry 'L Structural plan review is limitedoNo general survey for code compliance. review is implied nor was taken to verify structural adequacy alb EXIST. 6' CLF XIST. 6' CLF S `. ;)� : " 4 r `' r�::A .. ... ............... ... _ ..............a.._... ... -- ..... �.•y 3 DOUBLE DUMPSTER VERT CURB (TYP) - E eL SURF (TYP) � R50' 1� 20 - 2 551. i f R20' £GE P 6 1 .i. R i! r{�7. E.. i '��--R o' t 30, - - .600 .._ 3,6 _ p - � S❑ 3,600 SO FT i �� 00 SO. L i. _.... ..._ # �' T' ` 4y3 DSO- ;-r. �.' 4,rDD <3 _ : ,_ 4.8DJ RS1. Y. `'>p' - ....... Oa5 Fm #6 T YPC '8 3 j(j j 4,PW sa . r — E[I •r i r �- _._... Br, i � _ _. �.... 7s� 3,600 SO. t i ••- i a i t I 61 # # y �Im _ SO 416 ......,� 4,::: S. F-?- �' 3 A.EOV S: F" F_-- :.. i IU SU : . 20, O ({ ._.l..�a _ _ SINGI E DUMPSTER ` ,' ;A . yE i:, E20 lJ e>fk i i R2C -� - I71 •'. 1Y i i : i I I;---f,A, . . . . e E a 0' $Pn._!�G DETWFF {..,._._:.% BLDG vP), UNUNCLOSUF' 'TYP) :' o' 3 4 tE A't l ,. \ 3 � '9'Ri 4 /� 0 :•� P / : Ile} 7 / 0 SO FT SO F U.UU,I I:G I : 3 y0D SO. ".' 4.f~ED S F.._ ` 4 HOD S FT '>:. ._ ._ 6. 6,000 SO. #t. m 023 6 I 079 c+ 4?i ' #2t 'P 100' I I I i.. _ _........_ yi::... 1 100' ..._ I J ` Ina P 100 8 _ .. _. j I I b{ .. I• S.Unn ❑. rT u, 6,000 SO. FT. _..... �i y 6 SQ - 6,0 $ FT. b,0 I T. 111 '�' tt33 tiA00#,SG .O:C 00#30 N31 TYP)=� A/ ..... .1 VU SO. u` _.. , r- 1.. I 1 _ 1° i .7._{PQ ....yf �20' 4 3 B 5GOPE OF UJ05k a Ids. _ a' I 4 9 3 i i •8 (3 / per. E u . 6,000 SO FT. 6,000 SO, FT. Q` 61000 SO. FT. #4U _ ! 6 3GG SS. ^,` e.:^:DC Sir ..._ #37 #30 #39 i; ......_. ... ... o c 036 100' 100' �! j ;t... 100' 100, _..... _�30' r. PROP MONUMENT SIGN LOCATION UNDER SEPARATE PERMIT •� a•.•y3' 'ST't �1 1fEAJ t : ..: �y <� iiLtT4,10 AiNf' : �%1• t .28iv ,.. t-p.,� 2 "iJi" Y F.�+L4,�i;��'���e �i,)!._,.. .- •- n , .. , t .. _ .. .... ... • i.: �-,• • : , /3% a5fl5 .'� A£.J•.a f tj�7g ` ..................T _ _... . _.......... !? ..�-•- / 50 R50' �..._..._._._........ .1Ln .i.,�.m �:-«.b�,�"':`•s;�:a::: �: :•:,"'.".6a:-'<,e><.... ux.. ... .... .. �:r.. .�..... , a n.' ADDITIONAL r> .F A� ... No. 32 -Type 'A ' Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 E N XS W W IV 100' i BGiIE t' - IID' e,�i.L3.lr.�..E.....w:�3...1'r•7.1" .'�.l~'�,A�°C w! FR':t'eT SE i'BAi:K 2fi` VnE, SETBACK W Ph'AR SO4A£:K ?01 i FRUNI 11UF'FU? YARD 10, "v) SUIC B1.1;Ft:R YARD 10, REAR BUFF £R YARD 10' ft7T 6,000 SO.> t'. f'f f't ¢ iWAREHf;EES>' : CONCRETE ENCASED ELECTRODE Shall be provided in the tooting of this building. Not less than 20' of 'A". re.bar or #4 AWG bare copper, Shall have a minimum of 2" of concrete cover. 2005 NEC article 250.50. Inspection required prior to pouring of the footing. PROP MONUMENT SIGN LOCATION UNDER SEPARATE PERMIT fEXIST CONC. HEADWALL !I j XIST. 24' RCP fr-.......... _.............i••____._--------- .......... i....�.�^^•.._....-.,.. s ...... ••AV .:_... ...... .......... ..... . P _ - ._ . . .................._ ... ..p ...g......... . ... . p... p. �.... � w �-:. v ,. - :• �' ..: �r.�... #., ..:. s �':: N L NC1: ;['.'iNTNG f:E?NME'Rf;lA:.. t"I..ti TP�DE?S'fRt>Ai.. ELEVATION HEIGHT Jill 0.-0. HEIGHT IDENTIFICATION NIVFINISI-I FLOOR do IDENTIFICATION ELEVATION ORIENTATION J i MULTIPLE INTERIOR 2 ELEVATION REFERENCE ELEVATION NUMBER 3 PARTITION TYPE IDENTIFICATION Oil­NUMBER TYPE EQUIPMENTPARTITION IDENTIFICATION EQUIPMENT NUMBER WINDOW A-- WINDOW LETTER IDENTIFICATION DOOR DOOR NUMBER IDENTIFICATION REVISION IDENTIFICATION Z 44_ REVISION NUMBER If— COLUMN CENTERLINE COLUMN A IDENTIFICATION 1 COLUMN NUMBER MATERIALS LEGEND DI A AI STUD FIRAME WALL 1-H0UR FiRE RATED WALL 2- NOUR FiRE RATED WALL • - FRX'IE WALL W/ INSULATION BRICK CONCRETE MASONRY BLOCK WALL s k SOURED CONCRETE WALL SECTION/ ELEVATION 0 DIMENSIONAL LUMBER GATT INSULATION CUT LUt" 1BER RIGID FOA1" 1 PLYWOOD INSULATION EARTH FILL CONCRETE 'I 1"1,45ONRY UNIT STRUCTURAL STEEL FLOOR TRUSS POROUS FILL MARBLE ROCK �� METAL CAST -IN -PLACE CONCRETE BRICK INSULATION (RIGID) ACOUSTICAL TILE :: GLASS GYPSUM WALL BOARD SCHEMATIC A AR ICHITECTURAL SITE PLAN 0,406811E INDEX OF DRAWINGS ARCHITECTURAL A-1 COVER SHEET A-2 FLOOR / ROOF PLANS / ELEV A-3 DOOR / WINDOW SCHEDULES A-4 BUILDING / WALL SECTIONS MEP AND CIVIL (BY OTHERS) CITY OF SANFORD PLAN R VIEW Occupancy Use Group: 'i- Type of Construction: Code Edition: f OpLt T= 4 Total Square Feet: 4.000 SHELL BUILDING PERMIT ONLY The plans submitted do not provide adequate information, nor provided with sufficient features to allow this building to obtain a "Certificate of Occupancy" Only a "Certificate of Completion" may be issued for this building. Separate tenant improvement permits shall be obtained, with a "Certificate of Occupancy" prior to any portion of the building being occupied. LOCATION MAP ---- Washington St n Midway < Canaan Midway Ave Ludell Dr Rigs b _ a < K a < � Beck Hammock w4m- T D _ . N Patrol- Rd SITE 3 • o,0e ,do Sjofo,d rnr'I A,rr,r rt Canyon /,I r nioht in Von Knight Ln STANDARD ABBREVIATIONS A.B. ANCHOR BOLT DET. DETAIL H.B. HOSE BIB MR. METAL READ. REQUIRED VOL. VOLUME A/C AIR CONDITIONER DIAM. DIAMETER H.C. HOLLOW CORE O.A. OVERALL REV. REVISION / REVERSE V.T.R. VENT THROUGH ROOF ACOUST. ACOUSTICAL DIM. DIMENSION HDWR HARDWARE O.C. ON CENTER RM. ROOM W. WIDTH / WIDE / WASHER ADJ. ADJACENT DISP. DISPOSAL H.M. HOLLOW METAL O.D. OUTSIDE DIAMETER ROS ROUGH SAWN W.C. WATER CLOSET A.H.U. AIR HANDLER UNIT D.L. DEAD LOAD HORIZ. HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD ALUM. ALUMINIUM DN. DOWN HT. HEIGHT OPT. OPTIONAL SCHED. SHEDULE W.D.W. WINDOW ALT. ALTERNATE D.W. DISHWASHER HTG HEATING P. PANTRY SEC. SECTION W.H. WATER HEATER APPROX. APPROXIMATE DWG. DRAWING HTR. HTR P.C. PULL CHAIN SH. SHELF W.I.C. WALK -IN -CLOSET BRG. BEARING EA. EACH IN. INCHES PED. PEDESTAL SHT. SHEET W.P. WATERPROOF BD. BOARD E.J. EXPANSION JOINT INSUL. INSULATION PERP. PERPENDICULAR DIM. SIMILAR BLDG. BUILDING ELEV. ELEVATION INT. INTERIOR PL PLATE S.G.D. SLIDING GLASS DOOR BILK. BLOCK EQ. EQUAL JST. JOIST. PWD PLYWOOD SQ. SQUARE B.M. BEAM EST. ESTIMATE JT. JOINT PROP PROPERTY S.S STAINLESS STEEL BTM. BOTTOM EXIST. EXISTING LB. POUND P.S.F. POUND PER SQUARE FOOT STD. STANDARD COL. COLUMN EXT. EXTERIOR LAM. LAMINATED P.S.I. POUND PER SQUARE INCH STO. STORAGE CER. CERAMIC FN.FL. FINISH FLOOR LAV. LAVATORY P.T. PRESSURE TRATED STIR. STRUCTURAL C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTING PTN. PARTITION SUB. SUBSTITUTE CLG. CEILING F.G. FIXED GLASS MATL. MATERIAL P.H. PAPER HOLDER SUP. SUPPORT C.M.U. CONCRETE BLOCK F.P. FIREPLACE MAX. MAXIMUM QUAL. QUALITY T.C. TRASH COMPACTOR CONC. CONCRETE FF. FEET M.C. MEDICINE CABINET QUAN. QUANTITY TEMP. TEMPERATURE CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL R.A.G. RETURN AIR GRILL THK. THICK/THICKNESS CONT. CONTINUOUS GA. GAGE MIN. MINIMUM RAD. RADIUS TYP. TYPICAL j CTR, CENTER GALV. GALVANIZED MISC. MISCELLANEOUS R.D. ROOF DRAIN U.L. UNDERWRITERS LABORATORY ✓ ' D DRYER GL. GLASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION DBL. DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL PLANS R E M I E N", CITY OF !SANPrtflMIT SEAL 113) I) 0 L_ U C L 0 Q � O LLJ o T ��{{ b 'j v L_ `v N Q 1lll CV CL O y� -0 0 z L- o� 4- _ W V .� 7 +J QL >> .0 -A-5:01 r4E 0 U r.,-) O LQ E Y 0,0 r- o o 0 `o +, Y L CD CD V Q {Q r Q U L O O r - cE 0 Il L x Q 0 0 0��v� C � CD t ' Y O0 Q'a oo E N L c a C4 u 0 0 ov o o -� N a Z >1 - Y m - 0 Er C U 0 job no: RJ07406 drawn by: RLJ date: PERMIT 01/19/07 revisions: 0 A4 sheet number cadd filename 1`�J07406CVA32 RODNEY JEFFERSON ARCHITECT COPYRIGHT © 2007 U w e s U z 0 w w W r w z 0 (D `L a w L O V) V) w rL z w F- w 0 F -' F- r� ¢ EZ 6 CC o z ¢ 0 w Z C> U n, 0 z U w C7 CL n, a z n, U w 0 W cn 7D w Er Er 0 o . W CL 0 U , o w ca 1 Z s a w cl- 0 0 w w cc (z) G J s V) L 16 r U w V) a z VT c� z V z w U U 0 9 w w F- G C� in w 0 z Q w 0 J w w Z V) s U w w 0 CL cL CC w 0 0 z ¢ F- 9 CAD 95 0 U i z 0 0 a V) w w rr r w w s F- U w S U Ez z G V) W W w r w z 0 CD ry 1 A A-4 C 2 RIDGE TRIM 3 4 kk : : E I T- I € € 3 i : € € tt E € € I € I € I i € 1 i E I I € � E E I E [ 7T FRONT ELEVATION I i cc)T7- 01 2' 4' 8' 16' 4 FLOOR PLAN 'A5' o' 2' 4' 8' 16' NOTES: EQN 54LE:1/S' 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. 5TRUGTURAL 5TANDING SEAM `D 12 METAL ROOFING - TYP. 12 E E[I IFTFRi IV0' EAYE T[j ai _._.....� ... ........... .—.... 6x6 METAL GUTTER - TYP. PREFINISHED METAL BUILDING PANELS - TYP &'-10 WDW. HD HT. 6x6 METAL DOLLNSPOUT - TYP. 0'-0' FIN15H FLOOR I RIGHT SIDE ELEVATION 5CALE:1/6' = 1'-0' 3 E LEFT SI®E ELEVATION 6x6 GUTTER 6x6 GUTTER 0' 2' 4' 8' 16, 1 -.___ _ -- :.. t 1 0' 2' 4' 8' 16' LIFE SAFETY L.EOEND EXIT LIGHT (SEE ELECTRICAL) PRIMARY EGRESS NEW 4 ABC TYPE PORTABLE FIRE EXTINGUISHER — COORDINATE EXACT LOCATIONS W/ LIGHT SWITCHES E AND OTHER EQUIPMENT EMERGENCY LIGHTS W1 BATTERY PACK Q�I> GENERAL NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND V '� PRIOR TO THE START OF ANY WORK. ALL INCONSISTENCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING AND CONSTRUCTION. SEAL 2. THE CONTRACTOR SHALL INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS OF THE SITE. 3. ALL DIMENSIONS ARE NOMINAL (UNLESS NOTED OTHERWISE.) 4. IN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN A WORKMANLIKE MANNER AND BE COMPLETE IN EVERY RESPECT FOR OCCUPANCY BY THE OWNER. TOLERANCES ARE TYPICALLY 1/8" IN 10'-0". 5. ALL WORK OR MATERIALS NOT SHOWN ON THE DRAWINGS, BUT NORMALLY REQUIRED TO COMPLETE THE WORK, SHALL BE FURNISHED, PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS WHICH ARE COMPATIBLE WITH ROOFING MATERIALS. COMPLY WITH "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. 7. INSTALL ALL MATERIALS PER MANUFACTURER'S v RECOMMMENDATIONS. � o 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS co 3 WITH ACTUAL CONDITIONS. cQ C 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY -0 •� v) a RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH THEY Q� WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR ® M v) Ln MATERIALS, SYSTEMS, ETC. .L LU 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS E REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. c 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE (fj DRAWINGS, THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. e W 15. METAL BUILDING SYSTEM: ^L ROOF PANELS: "R" PANEL - 26 GAUGE W WALL PANELS: "A" PANEL - 26 GAUGE Q /q 111 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 V/1 MPH WINDLOAD. ® E 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED N O Q SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR I 0 APPROVAL. N Q LLCL LL CODE [DATA o _U 0 0 APPLICABLE BUILDING CODES 0 E 0 O FLORIDA BUILDING CODE - 2004 w/ REVISIONS ,ca m NFPA 101, LIFE SAFETY CODE - 2003 FLORIDA FIRE PREVENTION CODE - 2004 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION _ OCCUPANCY TYPES: M FBC 311: STORAGE - GROUP S-1(MODERATE HAZARD) CONSTRUCTION TYPES. FBC 602 TYPE VB / COMBUSTIBLE / UNPROTECTED / UNSPRINKLED 'c0 ,a FBC TABLE 503 ALLOWABLE BUILDING AREA: 9,000 S.F.. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' I ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/- �J ACTUAL BUILDING AREA: 6,000 S.F.LL FBC TABLE 601-TYPE VB INTERIOR BEARING / NON-BRG WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 FIR ROOFS / CEILINGS: 0 HR U =_ EXTERIOR BEARING /NON-BRG WALLS: Oil N a N +v 5' TO 20' 1 FIR o¢ 0 N ��' o 0 L o o U O g c O •OlC 'L ;< 0 0 FBC TABLE 1004.1.2 OCCUPANCY LOAD REQUIREMENTS: Q ; - 0 a, 0 v AREA PER OCCUPANT: S - 1 OCC / 300 SF GROSS C ,� c� cd E ,-�, r 6000 SF 300 = 20 OCCUPANTS ` / c FBC TABLE 1005.1 Y o EGRESS WIDTH PER PERSON SERVED - GROUP S: .2"71 NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED O n 2 STORAGE: 6000 SF/300=20 x .2" = 4.0" 67" ` FBC TABLE 1015.1 EXIT ACCESS TRAVEL DISTANCE O MAXIMUM DISTANCE OF TRAVEL - GROUP S-1 C L UNSPRINKLED - 200, xx FBC TABLE 1016.2 ;;:.::•. ;..: MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" l Jab no: RJ07406 FBC TABLE 1016.3 <' drawn by: RLJ MAXIMUM DEAD END CORRIDOR: 20' ( date: PERMIT 01/19/07 FBC TABLE 1018.1 revisions: 4. NUMBER OF EXITS REQUIRED: 2 Ai NUMBER OF EXITS PROVIDED: 4 1 FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: WC LAV DF SS REQUIRED: 1/100 1/100 1/1000 1 pq 4 PROVIDED: 2 2 2 2 FPC 403.2.2 - SEPARATE TOILET FACILITIES NOT REQUIRED FOR 15 ` Sheet number OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 EMPLOYEES. 4,'d. _ M oadd filename RODNEY JEFFERSON ARCHITECT ' COPYRIGH r © 2007 9 z O Ln W W >_ W z a 0 0 w o v, W CL z w 0 cif n 0 s z <L FO— W C> V) rK CD Ci- Z V w Q1 w F- 0 >- z a 0 w 0 W V) W 0 W 0 c� 0 w c� c� 0 W U 0 0 Of n W w 0 J S Cn G LU Q U U n V) 0 z Q v L a VT Z W c� 0 w vi z C. U Li C� 0 z Q yr W 0 vi L J w W cn w G s U w W 0 n o_ w 0 a G s 0 cU <L 0 v, s U, W t w LU w CD w W 2 0 U G cn w w W w G 0 z SEE SCHEP DI - OVERHEAD STEEL COILING DOOR TEMPERED GLAZING -A Ci Cl ......................... LU ILI i! EE .SCNE EE SCHE D2 - ALUM D3 - SOLID STOREFRONT CORE WOOD DOOR TYKE ELEVATIONS 6CALE:1/4' = 1'-0' !u SEE DETAILS Q FOR TRIM C Lu Lu EE SCNE PI - HOLLOW METAL p DOOR FRAME TYRES 9 6CALF:1/4' = 1'-0' FINISH FLOOR O !_E SCHEQ D4 - INSUL METAL WINDOW ELEVATIONS 6CALF:1/4' = 1'-0' SEE PLAN(FIELD VERIFY) fi INTERIOR FINISH - SEE WALL SECTIONS METAL BLDG EXTERIOR METAL /I -- PANELS METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL METAL BLDG STRUCTURAL STEEL JAMB JAMB MUM � I Ii II J POLYURETHANE SEALANT 4 II BACKER ROD CONTINUOUS OVERHEAD DOOR 4 FRAME - AROUND FRAME EACH SIDE ANCHOR PER MANUFACTURER'S HOLLOW METAL DOOR FRAME RECOMMENDATIONS PRE -GROUT SOLID (NOTE: GALVANIZE ALL EXTERIOR STEEL DOORS 4 FRAMES) (SEE POOR SCHEDULE FOR SIZE) PROVIDE COUNTERSUNK GALVANIZED STEEL MASONRY SCREWS IN FRAME tv 12' O.C. MAX WEATHERSTRIPPING - TYPICAL PAINTED GALV V x 2" x 1/5' RAINGUARD e ALL EXTERIOR DOORS. EMBEp IN POLYURETHANE SEALANT DOOR HEAD (JAMB SIM.) DOOR JAMB DETAIL DTDR019A SCALE: 3' = P-m' \ U / DTDR025 I OR 2 LAYERS GYPSUM BOARD - REFER TO PART. TYPES TILE (WHERE CALLED FOR POOR 6WE1=P ON PLAN) OVER 1/2' CONCRETE BACKER BD METAL THRESHOLD DOUBLE 2x WOOD STUDS IN FULL BED OF SEALANT DOOR IN FRAME - SEE PLAN FOR SIZE FSEE PLAN FOR rF FLOOR FINISH AROUNBEAD CONTINUOUS DTFRAME B TH 511DE5 1/4' RECE55 `� r C2,ORE)INATE W/ WA L ,r----------- ---- HOLLOW METAL DOOR FRA ---;"A f < -- - ,f WITH 3 ANCHORS SCREWED TYPICAL SLAB TO JAMB STUDS AND FOOTING ENTRY SLAB i CONSTRUCTION I<I C:>i} DD DOOR WHERE REQUIRE — THRESHOLD DETAIL DTDRol1 ,A H.M. FRAME DETAIL SCALE: 3' = P-0' ` ' j DTDR010 SEE PLAN A REQ'D. SCALE: 3' = 1'-0' 0 N DOOR SCHEDULE O DOOR FRAME cn cn LLJ z Q DETAILS ..CIL 0� Q LLJ a- Q 0 s.=.._. WU z + LCD z I LLJ <z �I---- Qw = cn REMARKS NO. TYPE MAT L SIZE TYPE MAT L HEAD JAMB SILL 1 D1 ST 12'-0"x14'-0" F1 ST — — 168.0 +32.1 —24.6 — W/ WEATHERSTRIPPING 2 D2 AL 3'—O" x 6'-8" F1 AL TEMP — 20.0 +32.1 —24.6 — W/ WEATHERSTRIPPING 3 D3 Sc 3'-0" x 6'-8" F1 l-IM — — — — — — 4 D4 IM 3'-0" x 6'-8" F1 HM — — 20.0 +32.1 —24.6 — W/ WEATHERSTRIPPING WINDOW SCHEDULE WINDOW U) V) c� W DETAIL ., 0V) W 0 Q o cn Q F- U z + CD v� Q � U z c� REMARKS ID TYPE MAT'L SIZE HEAD JAMB SILL A SH ALUM 4'-6" x 5'-3" TEMP — 6 6 6 23.6 +32.1 —24.6 TINTED IN A EXTERIOR STRUCTURE 1/4' P.T. SHIM CONT. SEALANT W/ BACKER ROD PREFIN. ALUM. FRAME GASKET GLAZING AS SCHEDULED SILL Q! PREFIN. ALUM. DOOR THRESHOLD FLOOR FINISH STOREFRONT DOOR DETAIL. DTWDST(DSA HEAD / JAMB SILL SCALE: 3' = 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL JAMB SEALANT ALL AROUND PERIMETER BOTH SIDES - TYP. SAFETY GLAZING - THICKNESS AS REQUIRED TO MEET DESIGN WIND PRESSURES ALUMINUM STOREFRONT W/ STRUCTURAL COMPONENTS FOR DESIGN WIND PRE55URE5 SILL FLASHING - FIN15H TO MATCH STOREFRONT FINISH STOREFRONT DETAIL SCALE: 3' = P-0' �� DTU1D5T16 SCALE: 3" 1'-0' General Notes 1. WINDOW PRESSURES: All windows to be designed for +26 psf and —37 psf (Unless other noted in schedule). 2. All exterior doors and frames to be designed to withstand 110 mph windlood (FBC 1609). 3. Verify all door sizes and frames prior to installation to assure proper operation of door unit. 4. Submit exterior door and window compliance reports signed and sealed by Florida licensed structural engineer. 5. All door hardware shall be ADA compliant lever handles and all hinges on exterior doors to be NRP. 6. Field verify all rough openings for windows. Maximum shirn space shall be 1/4" all around. 7. Undercut interior toilet room doors I". 8. Provide doors and frornes in conformance with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI-100) and as indicated in project documents. Door / Window Legend ALUM. STOREFRONT — FAC. HS — HORIZONTAL SLIDER AL — FIN. — SEE WDW ELEV. IM — INSULATED METAL BF — BI—FOLD NO — NONE BP — BI—PASS PKT — POCKET DH — DOUBLE HUNG SC — SOLID CORE WOOD FP — FIBERGLASS REINFORCED SOD — SLIDING GLASS DOOR PLASTIC SH — SINGLE HUNG FR — FRENCH ST — STEEL FX — FIXED WD — WOOD GLB — GLASS BLOCK WDP — WOOD PAINT HC — HOLLOW CORE WOOD WDV — WOOD VARNISH HM — HOLLOW METAL WP — WOOD PANEL Finish Hardware 1. Finish Hardware shall be installed in accordance with proper practices recognized by the Door and Hardware Institute, 7711 Old Springhouse Road, Mclean, VA. 22102-3474 (verify latest address and phone) and ANSI BHMA A-156 series, ADA, and Florida Department of Community Affairs Accessibility Standards. 2. SUPPLIER: Finish hardware shall be furnished by a company having appropriate technical knowledge and experience to correctly interpret drawings and specifications. Supplier shall be prepared at all times during progress of installation to promptly provide competent Architectural Hardware Consultant (AHC) to approve its complete installation in order that all items shall be installed in the best manner and function properly. Deadbolt Locks: All hardware ore than one direct acting requiring operation to unlatch. FBC 1008.1.8.E Door Hardware: Handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping pinching, or twisting of the wrist to operate. FBC 11 4.13.9 �5 0 SEAL O C J O 'a O C W ® ® M C CL n L 00 O E co VJ D W Q W ® W LL F— (D0 :5 _U v 0 V, vI S Cd 0 �-- O z -U o 4- 0 @� L 0 m C 0 V) -1—+ 03 0 J '() m C �7 0 C 0 d r 00 o u o n N i o .dam O L �o UVJ f c Q n E a: (d LL E ao 0 0CQ c N z 70 _ \1- C a, L, € �J C c 0' N ¢ u E W CO U a < 0 � Q `{ c. job no: RJ07406 drawn by: RLJ date: PERMIT 01/19/07 revisions: 0 A 0 sheet number Qadd filename 1RJ07406DRA32 RODNEY JEFFERSON ARW [ECr COPYRIGHT Q 2007 F— U T U Z 0 V) 01 w w w Z O U z 0 V, w EL z w 0 r w 0 r z ¢ 0 t— c) w L n 0 G U w 0 IL w s 0 >- Z 0 w 0 w cn w 0 0 w cL 0 v 0 w CD < U 0 w U 0 0 n o_ w w m J J ¢ v) G 0 U U w Cn a" 01 Cry a Z ¢ vi U z w Ld w c� 0 G v w vi Z U w 0 0 z w a vi Z w v) w z V) Cif Of w a 0 Qf n 01 w chf 0 Z Q a 0 c� Q z 0 0 U cn Cn w Uf w m w w s U U CL V) w r w 0 0 rY GUTTER AT 45' rzul OVERFLOW (PIELD BE DOWNSPOU POF DOWNSPOUT SHEETED WALL DTWLP3=O1 BUILDING SECTION SCALE: I' = 1'-0' WALL SECTION DTWLST2O 1 SOAP DISPENSER 30' x 40' MIN. CLEAR FLOOR SPACE CENTERED ON LAV 60' DIA. TURNING RADIUS PAPER TOWEL DISPENSER 36' GRABBAR 60' x 513" MIN. CLEAR FLOOR SPACE AT HC WATER CLOSET TOILET TISSUE DISPENSER 42' GRABBAR SERVICE SINK DRINKING FOUNTAIN TYPICAL TOILET ROOM PLAN DTBATH02 Q� SOAP URINAL DISPENSER SEAM ILDING SCALE: 1/4' = 1'-0' \ �r (t) ' r LAV L NOTE: DRINKING FOUNTAIN TO BE ADA APPROVED ¢ BE INSTALLED IN ACCORDANCE W/ THE FLORIDA BUILDING CODE - CHAPTER II SINGLE DRINKING FOUNTAIN TO HAVE FLAT -BOTTOM CUP DISPENSER .l FRONT ELEVATION SIDE ELEVATION DRINKING FOUNTAIN DETAIL DTDFOOIA HC TILT MIRROR WASHABLE PAINT ON WATER RESISTANT GYPSUM BOARD - TYP SANITARY VI BASE - TYP SCALE: 1/2' 1'-0' NOTE. SEE TYPICAL MOUNTING HEIGHT DETAIL FOR LOCATIONS OF ACCESSORIES TYPICAL TOILET ROOM ELEVATIONS DTTREL02 E7 _i (h LAV IN COUNTER ■ NAND TOWEL DRYER BAR MIRROR SOAP / BAR DISP. \ / GRAB 21-0" 4 i BAR - 3 ' �u — GRAB BAR HC URINAL WATER CLOSET cLEAR� tr LMIN TOP TISSUE — DISPEN. ANCEt7ILI '`� p D15PFN ATE EXPOSED PIP MAX m �r ctl SCALE: 1/4' = 1'-0' �n s �) FEMININE SHELF TISSUE NAPKIN PAPER DISPOSAL DISPENSER HC WC HC LAV/MIR/SOAP DISPENSER PAPER TOWEL FEMININE ROBE TOILET ACCESSORY LOCATIONS p' SP SALR / DINAPKIN SPENSER HOOK SCALE: 3/4' = I'-O' \ `* % DTTOILET SCALE: 3/0' = 1'-0" NOTES 1, ALL FASTENERS CALLED OUT ON DETAILS FROM THIS SHEET AS SPECIFIED BY "METALLIC BUILDING" METAL BUILDING MANUFACTURER. 2. METAL BUILDING MANUFACTURER TO DESIGN BUILDING, PANEL CONNECTIONS, ETC. TO COMPLY WITH 2O04• FLORIDA BUILDING CODE. ACCESSORIES DESCRIPTION MANUF. NO. �I SOAP DISPENSER E3-2112 u EACH TOILET (2 I MIRROR - NC 8-293 2436 u EACH TOILET FTOILET T155UE DISPENSER 8-2040 W/ SHELF - EACH TOILET 41 ROBE HOOK ON BACK OF 8-1611 DOOR EACH TOILET 42' GRAB BAR EACH TOILET �I 30' GRAB BAR u EACH TOILET PAPER TOWEL DISPENSER / 8-3944 WASTE RECEPTACLE 1. TOILET ACCESSORIES MANUFACTURER — 'BOBRICK' — CONTACT: GORDON ASTLE & ASSOCIATES — (407) 339 — 6800 2. PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER. DESIGN CRITERIA BUILDING CODE: 2004 FLORIDA BUILDING CODE W/ CURRENT REVISIONS. WIND LOAD: FBC - 110 MPH. MATERIALS: ANCHOR BOLTS: ASTM A307 OR A36 ANCHOR STUDS ASTM A108 SEAL 0) 0 0 C "U JL. O r (D i U L� c -E cu®� m L v) V) in N d' 421 oo C 0 E 0 a CONCRETE (28 DAY) (10 FOOTINGS: 3000 PSI (0 SLAB ON GRADE: 3000 PSI TILT —UP PANELS: 3000 PSI DEFORMED BAR ANCHORS: ASTM A496 V, VJ DRILLED —IN —ANCHORS: MOLLY PARABOND CAPSULE OR APPROVED EQUAL (M) MASONRY: ASTM C90 (f'm=1500 PSI) 1900 PSI COMPRESSIVE STRENGTH ON NET AREA MORTAR: TYPE VUR 'S' GROUT ASTM C270 2000 PSI COMPRESSIVE STRENGTH (� PIPE COLUMNS: ASTM A53, GRADE B REINFORCING BARS / STEEL: ASTM A615, A616, GRADE 60 r 1 STRUCTURAL STEEL: ASTM A36 `J WELDED WIRE FABRIC: ASTM A185 W 0 rn CONCRETE NOTES V) 1. ALL CONCRETE WORK TO BE DONE IN STRICT ACCORDANCE 0 WITH THE ACI 318 AND ACI 301. J N 2. CONCRETE MIX DESIGN CRITERIA: CONCRETE (28 DAY): TYPE I PORTLAND CEMENT ASTM cd O C150 - 3000 PSI COMPRESSIVE STRENGTH @ 28 DAYS (U.N.O.)IL U _0 0 WATER/CONCRETE RATIO: LESS THAN OR EQUAL TO .58 Z `- SLUMP: SLAB -ON -GRADE: 5 INCHES 0 L OTHER: 3 INCHES (U O WATER: POTABLE z m U) CHLORIDE: NONE AGGREGATES: NORMAL WEIGHT - ASTM C33 J 3. CONCRETE SLAB REINFORCING SHALL BE WELDED WIRE FABRIC (SIZE AS NOTED) OR FIBERMESH PREMIXED IN CONCRETE PRIOR TO SITE DELIVERY.70 m 4. CONSTRUCTION JOINTS DESIGN AND LOCATIONS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS Q AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO ■C J CONSTRUCTION OF THOSE AREAS INVOLVED. 5. VERIFY ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS - SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. - PRIOR TO PLACING CONCRETE. 6. ALL REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE PER ASTM A615 GRADE 60, CONTINUOUS AND SPLICE WITH A FULL 24 INCH LAP (MINIMUM). PROVIDE CORNER BARS FOR ALL CORNERS AND INTERSECTIONS. MASONRY NOTES 1. All masonry design, material and workmanship shall be in strict accordance with the ACI Standard Building Code requirements for concrete masonry structures: ACI 530/ACI 530.1. 2. CMU cells indicated in plan 0 or notes as filled cells shall be grouted with 3000 PSI concrete (8" to 10" slump) w/ (1)#5 vertical minimum. 3. Provide a minimum of (1) filled CMU cell shall be located under concentrated loads, at all corners, at each end of openings 6'-0" long and greater, at ends of walls and in cmu walls at 6'-0" MAX. OC (Typical U.O.N.).. 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or "Dur—O—Wall" truss type reinforcing at 16" OC vertical in all CMU walls. 5. Provide dovetail anchors for the full height of columns where independent concrete columns are abutted by masonry walls. 6. CMU concrete blocks shall conform to ASTM C-90 (28 day strength 2000 PSI) (Cm = 1500 PSI), laid in running bond. Stack bond walls shall have 9 gauge horizontal joint reinforcement © 16" o.c. vertical in addition to typical vertical reinforcement. 7. All mortar joints for hollow masonry units shall extend the full width of face shells. Mortar joints for solid masonry units shall be full head and bed joints — 3/8" thick typical. 8. Provide a 8"x16" bond beam with (1) #5 bar. At corners provide continuity by using corner bars or end hooks. 9. Lap Splice for a #5 bar to be 30 inches. 10. Filled cells shall be vibrated during placement using a "Pencil" vibrator. C* 1 I U U Q z O cn orf w w w' w Z 0 0 0 w Z 0 rn Cn w a. z w 0 F_ a 0 z r. rlf ¢ Cif 0 w z CD V) Cn ¢ O z U LW O w S O z ¢ C) 0 w 0 w Cn Cif 0 w 0 U 0 w CD z Q U 0 w U ZD 0 0 0- LLJ :Y w m O z J Q N Z O Q U U w EL V) 0 z Q vi c� Z Q 0 tri F_ z w U O w V) w z U) w 0 0 z Q 0 vi z n w to w _ z rr F- w 0 Qf Cl- Of w 0 CD z Q ry r 0- CD z 0 MW CD U cn w ry rn w w ry ry U Q Z (D t,) w LLJ w r w z 0 O Industrial Parkat Southern Cross -Building No. 31 -Type 'A'Delphini ARCHITECTURAL SITE PLAN DESIGN TEAM OWNER DELPHINI INDUSTRIAL PARK AT SOUTHERN CROSS LLC Beardall Avenue Sanford, Florida ARCHITECT RODNEY JEFFERSON ARCHITECT 775 KIRKMAN Rd, Ste 110 Orlando, Florida 32811 Phone (407) 291-8406 Fax (407) 293-5015 CONTRACTOR DELPHINI BUILDERS 845 Sunshine Lane Altamonte Springs, Florida 32714 Phone (407) 830-7447 Fax (407) 830-7429 CIVIL _ENGINEER AMERICAN CIVIL ENGINEERING CO. 207 North Moss Road, Ste 211 Winter Springs, Florida 32708 NOTES 1. LEGAL DESCRIPTION AND SURVEY INFORMATION AS SUPPLIED BY OWNER FROM ACCURIGHT. SEE CIVIL ENGINEERING BY AMERICAN CIVIL ENGINEERING CO. 2. FINISH FLOOR ELEVATION IS REFERENCED FROM C'-O" - SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 3. THIS STRUCTURE IS NOT DESIGNED TO BE IN 100-YEAR FLOOD PLAIN. 4. ALL EXTERIOR SIGNAGE REQUIRES A SEPARATE PERMIT. 5. PROVIDE APPROVED STREET ADDRESS/SUITE NUMBER POSTIONED SUCH AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. LETTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH A 6" HIGH MINIMUM CHARACTER WITH A 3/4" STROKE RECOMMENDED. 6. SEE DRAWINGS BY OTHERS FOR PRE-ENGINEERED STRUCTURE, STRUCTURAL ENGINEERING, MECHANICAL DESIGN, ELECTRICAL DESIGN, AND PLUMBING DESIGN. Provide U.L Class_ �%� Cad f&G minimum rated fire extinguishers at a maximum 75'-0" travel distance prior to final inspection and the issuance of the Certificate of Occupancy. NFPA 10 SYMBOLS LEGEND NORTH ARROW I' LIVING SPACE NAME SPACE ROOM IDENTIFICATION 1234 SPACE NUMBER DETAIL 1 DETAIL NUMBER REFERENCE A-0 SHEET NUMBER - - DETAIL NUMBER DETAIL DETAIL TITLE 2 SCALE:1/4' = I'-0' (ADD FILE NAMF SECTION ORIENTATION WALL SECTION I SECTION NUMBER — II REFERENCE A-0 Is@ DRAWING ON WHICH SECTION OCCURS SECTION ORIENTATION BUILDING SECTION �ISECTION NUMBER I REFERENCE A-0 DRAWING ON WHICH A-0 SECTION OCCURS /-EXIST.6'CLr •------......._...._._......._ ....... �_.._... EXIST. CONC.-,,-. ELEVATION HEIGHT jk 0--0r HEIGHT IDENTIFICATION FIN15H FLOOR - IDENTIFICATION ELEVATION ORIENTATION MULTIPLE INTERIOR12 2 ELEVATION REFERENCE ELEVATION NUMBER 3 PARTITION TYPE IDENTIFICATION PARTITION NUMBER TYPE EQUIPMENT IDENTIFICATION EQUIPMENT NUMBER WINDOW WINDOW LETTER IDENTIFICATION DOOR DOOR NUMBER IDENTIFICATION REVISION IDENTIFICATION REVISION NUMBER Imo— COLUMN CENTERLINE COLUMN A IDENTIFICATION 1 COLUMN NUMBER Structural plan review is limited to a Code violations found during inspection general survey for code compliance. No are required to be corrected. review is implied nor was taken to Plan/permit issuance does not grant verify structural adequacy approval of a code violation. 2004 FBC109.1 a MATERIALS LEGEND PLAN STUD FRAI"1E WALL -� 1-H0UR FIRE RATED UUALL 2- HOUR F f RE RATED WALL =1, " FRAME UJALL UJ/ INSULATION BRICK CONCRETE 1 1A5ONRY BLOCK UJALL POURED CONCRETE UJALL SECTION/ ELEVATION E FRONT SETBACK GU` Vnfr SETBACK 7C' HF.'.AR S}':TSACK PW . ME7N I Bf�r z'E R YARD ,.. SIJUE :T3.1}`F#.R Y?ARO IU' REAR RUFTER YARD ze' .In 6,U00 SA. T T G: P't�iiWd'eF�'E;GEES . er 087 a,i;UU Sad. r t'. CjFf .1,:Z/VARt:F;t'iUSf.'. dr A J1 - iit CONCRETE ENCASED ELECTRODE Shall be provided in the footing of this building. Not less than 20' of/," rebar or #4 AWG bare copper. Shall have a minimum of 2" of concrete cover. 2005 NEC article 250.50. Inspection required prior to pouring of the footing. "i jlilll PROP. MONUMENT SIGN LOCATIUPP 'UNDER SEPARAIL PERMIT ;EXIST. CONC. HEADWALL rEXTST. 24' RCP I / ............ 1_.._ _---------- __._.. _--------- :-....... I ... .........— i. CEiRRE'.N" ;%t:N"ir'i t1MMP:Rf;tA:.. F'I..ti '!iiiE?S'tFiTAi.. 0 DIMEN51ONAL LUMBER GATT INSULATION CUT LUMBER RIGID FOAM / PL T WOOD INSULATION EARTH FILL GONGFETE MA50NR1' UN IT I STRUCTURAL STEEL FLOOR TRUSS POROUS FILL.3, n „-na" :::` MARBLE ROCK _ ,;: CAST- IN -PLACE CONGRETE .' INSULATION (RIGID) i BRICK _ GLASS AGOUST I CAL TILE C�1'PSUM WALL BOARD SCHEMATIC A A E ICHITECTURAL SITE PLAN 01406817E INDEX OF DRAWINGS ARCHITECTURAL A-1 COVER SHEET A-2 FLOOR / ROOF PLANS / ELEV A-3 DOOR / WINDOW SCHEDULES A-4 BUILDINGJ_VALL SECTIONS MEP AND CIVIL (BY OTHERS) CITY OF SANFORD PLAN REVIEW Occupancy Use Group: Type of Construction: Code Edition: ��' Total Square Feet: SHELL BUILDING PERMIT ONLY The plans submitted do not provide adequate information, nor provided with sufficient features to allow this building to obtain a "Certificate of Occupancy" Only a "Certificate of Completion" may be issued for this building. Separate tenant improvement permits shall be obtained, with a "Certificate of Occupancy" prior to any portion of the building being occupied. LOCATION MAP Q 3, Washington St A Midway D Canaan Midway Ave Lud,�B Dr ao Nyahwhite Cv Rrq. 1 a s ? Beck Hammock n a i8 s 1 T � N Patrol Rd QnTL OIrC h Orlando Sanford rnr'I Canyon j., t n ](night Ln STANDARD ABBREVIATIONS A.B. ANCHOR BOLT DIET. DETAIL H.B. HOSE BIB MTL. METAL READ. REQUIRED VOL. VOLUME A/C AIR CONDITIONER DIAM. DIAMETER H.C. HOLLOW CORE O.A. OVERALL REV. REVISION / REVERSE V.T.R. VENT THROUGH ROOF ACOUST. ACOUSTICAL DIM. DIMENSION HDWR HARDWARE O.C. ON CENTER RM. ROOM W. WIDTH / WIDE / WASHER ADJ. ADJACENT DISP. DISPOSAL H.M. HOLLOW METAL O.D. OUTSIDE DIAMETER ROS ROUGH SAWN W.C. WATER CLOSET A.H.U. AIR HANDLER UNIT D. L. DEAD LOAD HORIZ. HORIZONTAL OPP. OPPOSITE S.C. SOLID CORE WD. WOOD ALUM. ALUMINIUM DN. DOWN HT. HEIGHT OPT. OPTIONAL SCHED. SHEDULE W.D.W. WINDOW ALT. ALTERNATE D.W. DISHWASHER HTG HEATING P. PANTRY SEC. SECTION W.H. WATER HEATER APPROX. APPROXIMATE DWG. DRAWING HTR. HTR P.C. PULL CHAIN SH. SHELF W.I.C. WALK -IN -CLOSET BRG. BEARING EA. EACH IN. INCHES PIED. PEDESTAL SHT. SHEET W.P. WATERPROOF BD. BOARD E.J. EXPANSION JOINT INSUL. INSULATION PERP. PERPENDICULAR DIM. SIMILAR BLDG. BUILDING ELEV. ELEVATION INT. INTERIOR PL PLATE S.G.D. SLIDING GLASS DOOR BILK. BLOCK EQ. EQUAL JST. JOIST. PWD PLYWOOD SQ. SQUARE B.M. BEAM EST. ESTIMATE JT. JOINT PROP PROPERTY S.S STAINLESS STEEL BTM. BOTTOM EXIST. EXISTING LB. POUND P.S.F. POUND PER SQUARE FOOT STD. STANDARD COL. COLUMN EXT. EXTERIOR LAM. LAMINATED P.S.I. POUND PER SQUARE INCH STO. STORAGE CER. CERAMIC FN.FL. FINISH FLOOR LAV. LAVATORY P.T. PRESSURE TRATED STR. STRUCTURAL C.J. CONSTRUCTION JOINT FIN. FINISH LTG. LIGHTING PTN. PARTITION SUB. SUBSTITUTE CLG. CEILING F.G. FIXED GLASS MATL. MATERIAL P.H. PAPER HOLDER SUP. SUPPORT C.M.U. CONCRETE BLOCK F.P. FIREPLACE MAX. MAXIMUM QUAL. QUALITY T.C. TRASH COMPACTOR CONC. CONCRETE FT. FEET M.C. MEDICINE CABINET QUAN. QUANTITY TEMP. TEMPERATURE PLANS RF CONST. CONSTRUCTION FTG. FOOTING MECH. MECHANICAL R.A.G. RETURN AIR GRILL THK. THICK/THICKNESS CITY OF S A N I- CONT. CONTINUOUS GA. GAGE MIN. MINIMUM RAID. RADIUS TYP. TYPICAL CTR. CENTER GALV. GALVANIZED MISC. MISCELLANEOUS R.D. ROOF DRAIN U.L. UNDERWRITERS LABORATORY D DRYER GL. GLASS M.O. MASONRY OPENING REF. REFRIGERATOR VENT. VENTILATION DBL. DOUBLE GYP. GYPSUM M.T. METAL THRESHOLD REINF. REINFORCE VERT. VERTICAL /L vl S/L,),51b V PERMIT/J SEAL N C3 m O •C _, o a .0 s _ _ E C C 0 U M , a � 17 N 00 C O E a Q 0 L. U C L. 0 �+ 7 Q W r0 _r a_ x Q) C3 D O O Q iI - Cd 0 Q% -0 O 7_ L_ oC � _ R( �V z N M 0 (n �r crj J m C W W I W 0 U U - 0 P E ' 0 0,C) N �} OD 11 2 o N m L C5 o N r O Q I/1 N o 'c UQf v ` L o 0.0.0- Q _E, c II L x U o c -2 ml�� t o- 0 CD Y o 00 E N a L .0 ! L o Y C N � L CD V Q C z .� 0 QLL ¢ ttl job no: RJ07406 drawn by: RLJ date: PERMIT 01/19/07 revisions: A Z\ A A --- sheet number cadd filename RJ07406CVA-51 RODNEY JEFFERSON ARCHITECT COPYRIGHT © 2007 GENERAL NOTES U W U Q z 0 (n w r W z 0 O 0 af W z 0 v) ES W cl- W 0 S r Q 0 r Z a 0 0 W Z C, Cn Q Of 0 z U 0 ctf Cz _ 0 r z Q Of 0 W 0 w Cn W 0 0 W cl- U W U z Q U 0 w U 0 0 Of a C �J m 0 z J J Q Cn z 0 Q U v W C6 Z Q c/ c� Z Q 0 F- Z W U Lf a V 2 c v r- U c C 7 C J J n_ Y Y i Y 1 W z 0 z Q 0 Cr r 0 U Q 2 0 0 U Cn cn W W w Cn w r m W W W c� W c� a Z 0 Ln ckf 4J W W W r W z 0 (D Of REAR_ ELEVATION C SGALE:1/8' = 1'-0' n FLOOR PLAN ' A5'U z q ' V a C 1. SEE SHEET A-3 FOR DOOR /WINDOW SCHEDULES. (: ) - 5 C) RIGHT SIDE ELEVATION SCALE:1/V = 1"0' LEFT SIDE ELt=VA i ivies 5GALE:1/8' = I'-0' ROOF PLAN 'E' F CALE:1/8' fp Ard l3M 1 1 �1- (B) 12 A) n LIFE SAFETY LEGEND EXIT LIGHT (SEE ELECTRICAL) PRIMARY EGRESS NEW 4 ABC TYPE PORTABLE FIRE EXTINGUISHER — 0DHER EQUIPMENT CT OT LOCATIONS W/ LIGHT SWITCHES EMERGENCY LIGHTS W/ BATTERY PACK 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND PRIOR TO THE START HEOF ANY ARCH TECTORK. PRIORLTO INCONSISTENCIES BIDDINGEANIDS SHALL BE REPORTED CONSTRUCTION. 2. THE CONTRACTOR SHALL INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS OF THE SITE. 3. ALL DIMENSIONS ARE NOMINAL (UNLESS NOTED OTHERWISE.) 4. IN THE ABSENCE OF DETAILED SPECIFICATIONS, IT IS THE INTENT THAT THE WORK INDICATED ON THESE DRAWINGS BE PERFORMED IN AWORKMANLIKE ^BYNTHEAND OWNBER.0 TOLERANCES ARE LETE IN EVERY RESPECT FOR OCCUPANCY ARE TYPICALLY 1/8" IN 10'-0". 5. ALL WORK OR MATERIALSTCOMPLOETE THENON WORK,HSHALA DRAWINGS, BUT NORMALLY REQUIRED TO FURNISHED, PERFORMED, AND DONE BY THE GENERAL CONTRACTOR AS IF THE SAME WERE SHOWN ON THE DRAWINGS. 6. FLASH ALL ROOF PENETRATIONS WATERTIGHT WITH MATERIALS WHICH ARE COMPATIBLE ANROOFING STANDARDSMATERIALS. COMPLY W FOR INSTALLAION. ITH SMACNA RECOMMENDATIONS 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMENDATIONS. 8. FIELD VERIFY ALL DIMENSIONS AND ROUGH -IN DIMENSIONS WITH ACTUAL CONDITIONS. 9. ALL SYSTEMS AND CONSTRUCTION TO BE COMPLETE IN EVERY RESPECT AND OPERATIONAL FOR THE PURPOSE FOR WHICH THEY WERE INTENDED. PROVIDE OWNER WITH ALL WARRANTIES FOR MATERIALS, SYSTEMS, ETC. 10. PROVIDE NEW HVAC, ELECTRICAL AND PLUMBING SYSTEMS AS REQUIRED. SUBCONTRACTORS TO PROVIDE DRAWINGS FOR PERMIT AND ALL LABOR, MATERIALS, AND ANY MISCELLANEOUS ITEMS NECESSARY FOR COMPLETED SYSTEMS READY FOR OPERATION. 11. UNLESS OTHERWISE INDICATED, ALL EQUIPMENT, MATERIALS, FINISHES, COLORS, ETC., SHALL BE SELECTED BY OWNER. 12. ARCHITECT ASSUMES NO LIABILITY FOR CHANGES MADE IN THE FIELD OR EXISTING CONDITIONS. 13. WHERE INCONSISTENCIES OR CONFLICTS OCCUR WITHIN THE DRAWINGS, THE MORE STRINGENT SHALL GOVERN. REPORT THESE IN WRITING TO THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 14. PAINTING SHALL BE AS DIRECTED BY OWNER. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR ALL APPLICATIONS. 15. METAL BUILDING SYSTEM: ROOF PANELS: "R" PANEL - 26 GAUGE WALL PANELS: "A" PANEL - 26 GAUGE 16. METAL WALL PANELS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SILICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLOR SAMPLES TO OWNER FOR APPROVAL. CODE DATA SEAL N r7 � C o J O iL V ran o' 0 -- m c._ U) Ln CI 0 E 0 c �MM VJ 0 L. U c A� W Q �(0 LLJ N C) o LL Q cd O -0 o z �_ 4- _ � r— APPLICABLE BUILDING CODES N 0 cd ()mcn FLORIDA BUILDING CODE - 2004 w/ REVISIONS z NFPA 101, LIFE SAFETY CODE - 2003 0 FLORIDA FIRE PREVENTION CODE - 2004 J OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION j OCCUPANCY TYPES: m FBC 311: STORAGE - GROUP S-1(MODERATE HAZARD) c ;ONSTRUCTION TYPES. FBC 602 C TYPE VB / COMBUSTIBLE / UNPROTECTED / UNSPRINKLED -BC TABLE 503 ^ ALLOWABLE BUILDING AREA: 9,000 S.F.. �.i. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/- ACTUAL BUILDING AREA: 6,000 S.F. Q FBC TABLE 601-TYPE VB INTERIOR BEARING / NON-BRG WALLS: 0 HR L 0 HR COLUMNS: BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 5' TO 20' 1 HR >0 HR 20' FBC TABLE 1004.1.2 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S - 1 OCC / 300 SF GROSS 6000 SF / 300 = 20 OCCUPANTS FBC TABLE 1005.1 EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED_ STORAGE: 6000 SF/300=20 x .2" = 4.0' 67" FBC TABLE 1015.1 EXIT ACCESS TRAVEL DISTANCE MAXIMUM DISTANCE OF TRAVEL - GROUP S-1 UNSPRINKLED - 200' FBC TABLE 1016.2 MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" FBC TABLE 1016.3 MAXIMUM DEAD END CORRIDOR: 20' FBC TABLE 1018.1 NUMBER OF EXITS REQUIRED: 2 NUMBER OF EXITS PROVIDED: 4 FPC TABLE 403.1 PLUMBING FIXTURE REQUIREMENTS: WC LAY DF SS REQUIRED: 1/100 1/100 1/1000 1 PROVIDED: 2 2 2 2 FPC 403.2.2 - SEPARATE TOILET FACILITIES NOT REQUIRED FOR 1' OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 EMPLOYEES. r%. na Ili L r- %M^1 CITY c F'SaN1=ORD Al r7 - o O o g m N O O L i o a a) >: ¢ p U O ¢ Q O U L O, C LL ` x' ° E O O J L 0 C L U Ci �ca� IOiL V Q E y ` 0 Y.0 o �; y c O U ,� N c w- N 0 E o A, L Q z n > 4- p CU ..�+ -0 Z i. 0 IL a job no: RJ07406 drawn by° RLJ date: PERMIT 01/19/07 revisions: 0 A rsheet number d cad filename RJ0 7406FLA31 RODNEY JEFFERSON ARCHITECT COPYRIGHT © 2007 U w U z 0 cn Ui w w w r w z 0 0 o' 0 Ln Z 0 Ln Of w z w i 0 z r 0- r-,) o_ Z ¢ 0 0 w zCD c cn 0 z U w 0 Of w cil- 0 r z re'' 0 w 0 w Cn Of 0 0 w 0 U 0 w z r U 0 w U 0 0 Of a w af w 0 z J Cn z 0 U 0 w Cn Cn z z ¢ 0' 0 z U O 0 UJ Vi z CD Ln w 0 0 z vi w 0 z J w w w z cn CD r Of w 0 w w 0 0 z 0 w 0 c.� Q J z 0 0 cn UJ w w cn w r m w w U U Z 0 cn r�l w w w r w z 0 0 lU w La w U w w w Ca w 7 w SEE SCHED D1 - 01VERNEAD STEEL COILING DOOR TEMPERED GLAZING w EE SCHE PEE SCHE D2 - ALUM STOREFRONT DOOR TYPE ELEVATIONS SCALE:I/4' = 1'-0' w Q SEE DETAILS w FOR TRIM d) EE 5CHE F1 - +40LLOW METAL DOOR FRAME TYPES SEE PLAN(FIELD VERIFY) i. INTERIOR FINISH - SEE WALL SECTIONS METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL JAMB D3 - 50LID CORE WOOD i II POLYURETHANE SEALANT f II BACKER ROD CONTINUOUS AROUND FRAME EACH SIDE HOLLOW METAL DOOR FRAME PRE -GROUT SOLID (NOTE: GALVANIZE ALL EXTERIOR STEEL DOORS 4 FRAMES) (SEE DOOR SCHEDULE FOR SIZE) PROVIDE GOUNTERSUNK GALVANIZED STEEL MASONRY SCREWS IN FRAME a 12' O.C. MAX WEATHERSTRIPPING - TYPICAL AF PAINTED GALV 1' x 2' x 1/8' RAINGUARD v ALL EXTERIOR DOORS. EMBED IN POLYURETHANE SEALANT DOOR HEAD (JAMB SIM.) FIN15H FLOOR O w w N w PEE SCNE IF D4 - IN5UL METAL WINDOW ELEVATIONS SCALE:1/4' = 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL JAMB OVERHEAD DOOR 4 FRAME - ANCHOR PER MANUFACTURER'S RECOMMENDATIONS DOOR JAMB DETAIL U- LL w 0 J W LL Z Q J 1L w w N / DTDR019A SCALE: 3' = 1'-0' \J pTDR028 SCALE: 3' I'-0' 1 OR 2 LAYERS GYPSUM BOARD - REFER TO PART. TYPES SEE PLAN TILE (WHERE CALLED FOR DOOR SWEEP ON PLAN) OVER 1/2' CONCRETE BACKER BD METAL THRESHOLD DOUBLE 2x WOOD STUDS IN FULL BED OF SEALANT i DOOR IN FRAME - SEE PLAN FOR SIZE SEE PLAN FOR 1 FLOOR FINISH SEALANT BEAD CONTINUOUS AROUND FRAME- BOTH SIDES 1/4' RECESS y - ORD INATE W1 WA L I HOLLOW METAL DOOR FRAM WITH 3 ANCHORS SCREWED `V TYPICAL SLAB TO JAMB STUDS AND FOOTING dp ENTRY SLAB i CONSTRUCTION , i DOOR WHERE REQUIRE AS REQ'D. 1 THRESHOLD DETAIL(: H.M. FRAME DETAIL 4 DTDR015A SCALE: 3' = 1'-0' DTDR018 DOOR SCHEDULE DOOR FRAME Un cn CD CD z Q!� Q LL- IY DETAILS 0-11 0 Cf) Q LJ CL Q o to Q Q- LJ CD z + En a� a W CD z I Lv C) Q W = V) REMARKS NO. TYPE MAT'L SIZE TYPE MAT L HEAD JAMB SILL 1 D1 ST 12'-0"x14'-0" F1 ST - - 168.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 2 D2 AL 3'-0" x 6'-8" F1 AL TEMP - 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 3 D3 SC 3'-0" x 6'-8" F1 HM - - - - - - 4 D4 IM 3'-0" x 6'-8" F1 HM - - 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING WINDOW SCHEDULE 0 WINDOW CD Z Of Q LL DETAILS L- LL- 0� IZ Q o �Cl- LLI z + �Q- LLI z I REMARKS ID TYPE r MAT L SIZE HEAD JAMB SILL A SH ALUM 4'-6" x 5'-3" TEMP - 6 6 6 23.6 +32.1 -24.6 TINTED HEAD EXTERIOR r M:11111111111 STRUCTURE 1/4' P.T. SHIM CONT. SEALANT W/ BACKER ROD PREFIN. ALUM. FRAME GASKET GLAZING AS SCHEDULED PREFIN. ALUM. DOOR THRESHOLD FLOOR FINISH STOREFRONT DOOR DETAIL DTWDST08A HEAD / JAMB S?LL SCALE: 3' 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL JAMB SEALANT ALL AROUND PERIMETER BOTH 51DES - TYP. SAFETY GLAZING - THICKNESS AS REQUIRED TO MEET DESIGN WIND PRESSURES ALUMINUM STOREFRONT W/ STRUCTURAL COMPONENTS FOR DESIGN WIND PRESSURES SILL FLASHING - FINISH TO MATCH STOREFRONT FINISH V STOREFRONT DETAIL DTWD5TI6 SCALE: 3' 1'-0' General Notes 1. WINDOW PRESSURES: All windows to be designed for +26 psf and -37 psf (Unless other noted in schedule). 1 2. All exterior doors and frames to be designed to withstand 110 mph windlood (FBC 1609). 3. Verify all door sizes and frames prior to installation to assure proper operation of door unit. 4. Submit exterior door and window compliance reports signed and sealed by Florida licensed structural engineer. 5. All door hardware shall be ADA compliant lever handles and all hinges on exterior doors to be NRP. 6. Field verify all rough openings for windows. Maximum shim space shall be 1/4" all around. 7. Undercut interior toilet room doors 1". 8. Provide doors and frames in conformance with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI-100) and as indicated in project documents. Door / Window Legend ALUM. STOREFRONT - FAC. HS - HORIZONTAL SLIDER AL - FIN. - SEE WDW ELEV. IM - INSULATED METAL BF - BI-FOLD NO - NONE BP - BI-PASS PKT - POCKET DH - DOUBLE HUNG SC - SOLID CORE WOOD FP - FIBERGLASS REINFORCED SGD - SLIDING GLASS DOOR PLASTIC SH - SINGLE HUNG FIR - FRENCH ST - STEEL FX - FIXED WD - WOOD GLB - GLASS BLOCK WDP - WOOD PAINT HC - HOLLOW CORE WOOD WDV - WOOD VARNISH HM - HOLLOW METAL WP - WOOD PANEL Finish Hardware 1. Finish Hardware shall be installed in accordance with proper practices recognized by the Door and Hardware Institute, 7711 Old Springhouse Road, Mclean, VA. 22102-3474 (verify latest address and phone) and ANSI BHMA A-156 series, ADA, and Florida Department of Community Affairs Accessibility Standards. 2. SUPPLIER: Finish hardware shall be furnished by a company having appropriate technical knowledge and experience to correctly interpret drawings and specifications. Supplier shall be prepared at all times during progress of installation to promptly provide competent Architectural Hardware Consultant (AHC) to approve its complete installation in order that all items shall be installed in the best manner and function properly. Deadbolt Locks: All hardware shall be direct acting requiring no more than one operation to unlatch. FBC 1008.1.8.4 Door Hardware: Handles, pulls, latches, locks, and other operating devices on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting of the wrist to operate. FBC 11-4.13.9 PLANS 'REVII V1tL CITY OF SqNl"RE) SEAL r; N M 0 v c v .0 J 'o L c a -D L M 7 a ... v7 L qr 0 c 0 E 0 Q co co o W U J C D A� OW �Q W :) ^ I 0 Li cn X a, o U Q '0 0 Q �o�� O Z 0 C W N a ._ Z Z J / m C .0 . O �. 0 W O +, s¢ U n r,0 P,n E " b r7 o 0 0 0 +, N o v m 00 f9m� r s t' o ¢ N o .o Uh ¢� �� L O O �� � OF 0 J 4)` cu . _ � E 0 .11 0 E m � a)c o L �( < ld o 0 o N0- v N E o 7 Q Cf 0 co C U z Q job no: RJ07406 drawn by: RLJ date= PERMIT 01/19/07 revisions; sheet number —3 cadd filename RJ0 7406L)RA31 RODNEY JEFFERSON ARCHITECT COPYRIGHT ri 2007 w Q z 0 w w w z 0 0 Of 0 w z 0 Cn M. w 0- z w w _ 0 0 Q a 0 Z Q CD 0 w z ca Q 0 z U w 0 0' w 0 z 0 w 0 w w o' rK 0 0 w 8= 0 U 0 w ca z a U 0 w U 0 0 a w m 0 z —I Q z N cn z 0 Q U U w Cl- z cri c� z Q 0 z 0 0 w w z CD LO w 0 0 Z Q cfS Q w 0 vS z Q 0- w W 711 w 0 o' _ 0 a z Q _ c� a U U 3 J z 0 M M 0 U Ln cn > o' w Ln r m w w _ c-) Of Of Q Z 0 w w r w Z a 0 GUTTER CL I AT 48' O_C_ OVERFL( (FIELD DOWNSF F BUILDING SECTION EXISTING STRUCTURE 5/8' TtG AC PLYWOOD 2x6 WOOD JOISTS ® 16' O.G. MAX W/ R-IS BATT INSULATION - TYP. 1/2' GYPSUM BOARD - PNT. DOUBLE 2x4 WOOD TOP PLATE - TYP. BATT INSULATION WOOD STUDS 16' O.C. `1/2' W.R. GYPSUM BOARD - PNT 2x4 P.T. WOOD BILL PLATE — -HALL BASE CONCRETE FLOOR SLAB FLOOR FINISH 1 DOWNSPOUT SHEETED WALL 2 WALL SECTION DTWLPE01 SCALE: I" = 1'-0' DTWLST20 • SOAP DISPENSER 30' x 40' MIN. CLEAR FLOOR SPACE CENTERED ON LAV 60" DIA. TURNING RADIUS PAPER TOWEL DISPENSER 36' GRABBAR 60' x 513' MIN. CLEAR FLOOR SPACE AT HC WATER CLOSET TOILET T155UE DISPENSER 42' GRABBAR SERVICE SINK \__-DRINKING FOUNTAIN TYPICAL TOILET ROOM PLAN DTBATH02 SOAP URINAL D I SIPENSER 3'-6' ILI HC URINAL WATER CL05ET q 1'-ro' CLEAR SCALE: 1/4' = 1'-O' � - N ' r LAV BAR GRAB BAR 3'- 4 2'-0" RAB TOP BAR TISSUE D 15PEN. SEAM IILDING NOTE: DRINKING FOUNTAIN TO BE ADA APPROVED E BE INSTALLED IN ACCORDANCE W/ THE FLORIDA BUILDING CODE - CHAPTER 11 SINGLE DRINKING FOUNTAIN TO HAVE FLAT -BOTTOM CUP DISPENSER n FRONT ELEVATION SIDE ELEVATION DRINKING FOUNTAIN DETAIL HC TILT MIRROR WASHABLE PAINT ON WATER RESISTANT GYPSUM BOARD - TYP SANITARY VINYL WALL BASE - TYP SCALE: 1/2' . 1'-0' 0 NOTE: SEE TYPICAL MOUNTING HEIGHT DETAIL FOR LOCATIONS OF ACCESSORIES TYPICAL TOILET ROOM ELEVATIONS DTTREL02 LAV IN COUNTER HAND TOWEL DRYER BAR MIRROR SOAP / o o N �+ NAPKIN MIN KNEE DISPOSAL CLEARANCE m O TISSUE 6, INSULATE EXPOSED PIP — E— DISPEN. J< 3'-0' 2 HC WG ' MAX. TIDTTOILETOILET ACCESSORY LOCATIONS SCALE: 3/4' = 1'-0' SCALE. 3/13' = 1'-Oil — v SCALE: 1/4' = 1'-0' 0 CV FEMININE SHELF TISSUE NAPKIN PAPER DISPOSAL DISPENSER a) �I cf) HC LAV/MIR/SOAP DISPENSER PAPER TOWEL FEMININE ROBE DISPENSER / NAPKIN NOOK DISPOSAL D 15PENSER NOTES 1. ALL FASTENERS CALLED OUT ON DETAILS FROM THIS SHEET AS SPECIFIED BY "METALLIC BUILDING" METAL BUILDING MANUFACTURER. 2. METAL BUILDING MANUFACTURER TO DESIGN BUILDING, PANEL CONNECTIONS, ETC. TO COMPLY WITH 2O04 FLORIDA BUILDING CODE. ACCESSORIES DESCRIPTION MANUF. NO. LlSOAP DISPENSER EACH TOILET 5-2112 MIRROR - HC EACH TOILET 8-293 2436 TOILET T155UE DISPENSER W/ SHELF - EACH TOILET 8-2840 141 ROBE NOOK ON BACK OF DOOR EACH TOILET 5-71ro-11 42' GRAB BAR EACH TOILET 3ro' GRAB BAR EACH TOILET PAPER TOWEL DISPENSER / WASTE RECEPTACLE 8-3944 1. TOILET ACCESSORIES MANUFACTURER — 'BOBRICK' — CONTACT GORDON ASTLE & ASSOCIATES — (407) 339 — 6800 2. PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER. DESIGN CRITERIA BUILDING CODE: 2004 FLORIDA BUILDING CODE W/ CURRENT REVISIONS. WIND LOAD: FBC — 110 MPH. MATERIALS: ANCHOR BOLTS: ASTM A307 OR A36 ANCHOR STUDS: ASTM A108 CONCRETE (28 DAY) FOOTINGS: 3000 PSI SLAB ON GRADE: 3000 PSI TILT —UP PANELS: 3000 PSI DEFORMED BAR ANCHORS: ASTM A496 DRILLED —IN —ANCHORS: MOLLY PARABOND CAPSULE OR APPROVED EQUAL MASONRY: ASTM C90 (f'm=1500 PSI) 1900 PSI COMPRESSIVE STRENGTH ON NET AREA MORTAR: TYPE 'M' OR 'S' GROUT ASTM C270 2000 PSI COMPRESSIVE STRENGTH PIPE COLUMNS: ASTM A53, GRADE B REINFORCING BARS / STEEL: ASTM A615, A616, GRADE 60 STRUCTURAL STEEL: ASTM A36 WELDED WIRE FABRIC: ASTM A185 CONCRETE NOTES 1. ALL CONCRETE WORK TO BE DONE IN STRICT ACCORDANCE WITH THE ACI 318 AND ACI 301. 2. CONCRETE MIX DESIGN CRITERIA: CONCRETE (28 DAY): TYPE I PORTLAND CEMENT ASTM C150 — 3000 PSI COMPRESSIVE STRENGTH ® 28 DAYS (U.N.O.) WATER/CONCRETE RATIO: LESS THAN OR EQUAL TO .58 SLUMP: SLAB —ON —GRADE: 5 INCHES OTHER: 3 INCHES WATER: POTABLE CHLORIDE: NONE AGGREGATES: NORMAL WEIGHT — ASTM C33 3. CONCRETE SLAB REINFORCING SHALL BE WELDED WIRE FABRIC (SIZE AS NOTED) OR FIBERMESH PREMIXED IN CONCRETE PRIOR TO SITE DELIVERY. 4. CONSTRUCTION JOINTS DESIGN AND LOCATIONS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 5. VERIFY ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. — PRIOR TO PLACING CONCRETE. 6. ALL REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE PER ASTM A615 GRADE 60, CONTINUOUS AND SPLICE WITH A FULL 24 INCH LAP (MINIMUM). PROVIDE CORNER BARS FOR ALL CORNERS AND INTERSECTIONS. MASONRY NOTES 1. All masonry design, material and workmanship shall be in strict accordance with the ACI Standard Building Code requirements for concrete masonry structures: ACI 530/ACI 530.1. 2. CMU cells indicated in plan ■ or notes as filled cells shall be grouted with 3000 PSI concrete (8" to 10" slump) w/ (1)#5 vertical minimum. 3. Provide a minimum of (1) filled CMU cell shall be located under concentrated loads, at all corners, at each end of openings 6'-0" long and greater, at ends of walls and in cmu walls at 6'-0" MAX. OC (Typical U.O.N.).. 4. Provide HORIZONTAL JOINT REINFORCING, W1.7 or "Dur—O—Wall" truss type reinforcing at 16" OC vertical in all CMU walls. 5. Provide dovetail anchors for the full height of columns where independent concrete columns are abutted by masonry walls. 6. CMU concrete blocks shall conform to ASTM C-90 (28 day strength 2000 PSI) (f'm = 1500 PSI), laid in running bond. Stack bond walls shall have 9 gauge horizontal joint reinforcement 0 16" o.c. vertical in addition to typical vertical reinforcement. 7. All mortar joints for hollow masonry units shall extend the full width of face shells. Mortar joints for solid masonry units shall be full head and bed joints — 3/8' thick typical. 8. Provide a 8"x16" bond beam with (1) #5 bar. At corners provide continuity by using corner bars or end hooks. 9. Lap Splice for a #5 bar to be 30 inches. 10. Filled cells shall be vibrated during placement using a "Pencil" vibrator. PLANS A\J1iu'! CITY OF SANFr"`R0 SEAL C m Jo D 0 L G CUi � o, N — m C c ) L 0 C 0 E D Q co (10 0 (� L. U Z C 0 A, W L� I 4� U DW W r0 VJ x rn V, cd 0 (D 0 J i Q LL O -0 0 `~ Z 0 C Cd .� ZQ) III V 4.0 � M � V m 70 O 'C J A� m W