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363 Gordon St - BC04-001077 (METAL BLDG) (A)d b PERMIT ADDRESS S SUBDIVISION CONTRACTOR ADDRESS PHONE NUMBER P[ZOPER'I'Y OWNER _ _ ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR d N MISCELLANEOUS CONTRAC`T'OR � PERMIT NUMI3ER FEE MISCELLANEOUS CONTRACTOR PERM T NUMBER FEE CJ w F— U L C-) OfI I w r w z 0 0 (D LL_ 2 C) V w w iE F— _) F_ >- F— rK Ll - c.:) 0 = E-- = Q. C, = w Z CD cn Q 0 z L)1_7 W_ 0— w 0 >- = CLI o. 0 w w n, 0 0 w O 0 0 LLA U = Q = c> 0 0 CD rK Q_ w LLIw M F- 0 2 w J _ V) cn Z F— < LL w V U 2 Q; U L G U F— Z w ME U O w L0 w F- vi c III a 0 2 c Ir 0 V 2 4, J n w V) w F_ = cL w 0 0 Z F^ = ca r 0 C-) 2 0 0 U V) = V) LLJ LLJ r M w w = U F__ ic U rK Q Z O I LLw ,� w n 0 DESIGN TEAM OWNER DELPHINI CONSTRUCTION COMPANY 845 Sunshine Lane Altamonte Springs, Florida32714 4 Phone (407) 830-7447 Fax (407) 330-7429 ARCHITECT RODNEY .JEFFERSON ARCHITECT 9055 FIorUbu �!� n Drive Orlando, Florida 32318 Phone (407) 291-8400 Fax (407) 293-5015 _011011mi-00 6, 1. LEGAL DESCRIPTION AND SURVEY INFORMATION AS SUPPLIED BY OWNER. SEE CIVIL ENGINEERING BY KENNETH H. EHLERS, P.E. 2. FINISH FLOOR ELEVATION IS REFERENCED FROM G' -O" - SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION, 3. THIS STRUCTURE JS 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, NORTH ARROW I & CORDON STREET (50' R/W) ?o", -%- f ;, ,184 31 1-1 " A;, "I'„ . - r,.,.., :1:111..., , ,11,11,,, 1111 ....... ::::,:: :r. r.:..:. .... .. ....... 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'/ 1111 . „ .,......... ., ,:rv: ., .....:...3.. 1111., , ........,,n.....• 1::1111111i /' ,,, 1:111 ,'.,::/ 1111 .,........f. ,1. ... 1111 ,r,r:.r , 1111.. ......... ......... „ ,.. «,. , r..........., ... ... 1111 .,.....v ..,.,,,. /i illk :n �, ..,...... 1111.. „ ,.. , 1 111:..:1111 11 . ... . -n, ., ,/ % .. 1111.. , / :: .� a ;; ,,,,,,,,,; ,,,,,,,,, , ._ 1111... ....., ..,,..,,,,,.,............... .. ., ... ,,:rr„: ... .. :::... i. .. ... . . ,,E ,: SCHEMATIC •. �. ... 1111.. _3 1111,:.; S 89°54'29 FY 235.00' .,111,1 ARCHITECTI r !` „:,. 1111,, ,111:1, ,,.:r 11 - 11::11 :,; .: ,,,,,,, .,.,.,, .!�. 1: J:;;:� A SGALE:1° - 30' 5303917E I 1 I � I. , I . 11�� M -1 N;L* I 191 LIVING SPACE NAME SPACE I ROOM IDENTIFICATION 1234 -. SPACE NUMBER ELEVATION HEIGHT 0'-O' - HEIGHT IDENTIFICATION FIN15H FLOOR -n IDENTIFICATION MULTIPLE INTERIOR ELEVATION ORIENTATION I 2 ELEVATION REFERENCE ELEVATION NUMBER 3 PARTITION TYPE1 PARTITION NUMBER TYPE IDENTIFICATION DETAIL NUMBER EQUIPMENT DETAIL ' A-0 SHEET NUMBER IDENTIFICATION �— EQUIPMENT NUMBER REFERENCE DETAIL NUMBER WINDOW 4-- WINDOW LETTER DETAIL IDENTIFICATION DETAIL 2 5CALE:1/4' = 1'-0' DOOR TITLE CADD FILE NAME IDENTIFICATION �/ DOOR NUMBER -y---- SECTION ORIENTATION � REVISION WALL SECTION 1 SECTION NUMBER — � IDENTIFICATION 4 REVISION NUMBER REFEREN(,E q -(p DRAWING ON WHICH SECTION OCCURS —COLUMN CENTERLINE 1. SECTION ORIENTATIONA = ' BUILDING SECTION 1 SECTION NUMBER=y_.Ai� COLUMN (: REFERENCE A DRAWING ON WHICH A-0 IDENTIFICATION q SECTION OCCURS(: I COLUMN NUMBER I ,�; ” 'i 0%. % �_ , ­ � I I M, =I 4- , I A”, AL. SITE PLAN k 91"j, �l �'--�-d 6FF1D"`.;`[6.j`)`1" 4 ' Aw+.mnrcnrwitinr:,a�riabaest� INDEX OF DRAWINGS ARCHITECTURAL. A-1 COVER SHEET A -2a FLOOR / ROOF PLANS / ELEV. A-3 DOOR / WINDOW SCHEDULES A-4 BUILDING / WALL SECTIONS 1-1 l'" A IA 1\1- Vf J �� �f V - ,�,,1`- ,-� 11 1O RE' t n �T.cc+� JAM PLANS REVIEWED CITY OF SANFORD Y �► - - A.B.w a ' `, STUD FRAME WALL DETAIL H.8, 1 -HOUR FIRE RATED WALL MTL ® 2- HOUR FIRE RATED WALL REQUIRED ,:; ;,,;..;:,:-; U w U Q z 0 N w w } w z a 0 0 w z LD, V "n_ in, w r z Inw �I w 0 Q 0 } z Q 0 0 w CD z V) Ln 0 Z U w 0 clw _ 0 } z Q 0 0 w cn w 0 a 0 C w CID z U w U 0 0 I Inw w m F- 0 J a z 0 a U Ll w 0 z a c� z 0 z w U 0 0 w LLJ FE vi z CD U) w 0 O Z, Q Q w 0 V z Q J a - w m w z Un S U } Of w El0 01 El w 0 clz c7 } 0 U Q z 0 ME 0 ul w w } m W w U w U a z 0 vo Of W w w w } w z 0 0 FRONT ELEVATION AD X REAR ELEVATION ALE RIGHT SIDE ELEVATION SGALE:1/8' = 1'-0' O 12 STRUGTURAL STANDING SEAM 1 SEAL f 12 REAR ELEVATION ALE RIGHT SIDE ELEVATION SGALE:1/8' = 1'-0' rz LIFE SAFETY LEGEND EXIT LIGHT (SEE ELECTRICAL) PRIMARY EGRESS NEW 4 ABC TYPE PORTABLE FIRE EXTINGUISHER COORDINATE EXACT LOCATIONS W/ LIGHT SWITCHES FE AND OTHER EQUIPMENT EMERGENCY LIGHTS W/ BATTERY PACK LEFT SIDE ELEVATION SCALE: 1/8' = 1'-0' (oxb GUTTER m 0'-O' FIN15H FLOOR TOP OF SLAB ri BOLLARD - TYP. 0 DOWNSPOUT - TYP. cp Lq FEur a N O O 1 4'-6' '-4' '-0'4'-6" I1'-8' 8" 29'-4" (aEFLOOR PLAN 'A' 77 0-CALE:1/8' = 1'-0' X@KxA I O O O O O O 1,- " 12'-0' 1' 6" 1'- 12'-0' 1 -/ " 301-01 �J 1301-01 0' 2' 4' 8' 16' 00119 FUTURE FIXTURE5�� 1 � a '0 O ■ \..... , .' , I BOTTLED WATER DISP SER W/ GUP +� DER 2 WWW L, O-I/2 TYP_ 41-61121-011 31-42'-0' 4'-6' - 29'-4" NOTES: 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. 911 ci 6x6 GUTTER ROOF PLAN 'A' xeK�Ar�F GENERAL NOTES 1. THF GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND PRIOR TO THE START OF ANY WORK. ALL INCONSISTI NCIES 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 COMPAIIBLF WITH ROOFING MATERIALS. COMPLY WITH "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMFNDATIONS. 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 PANLLS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SII ICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLO SAMPLES TO OWNER FOR APPROVAL. CODE DATA APPLICABLE BUILDING CODES FLORIDA BUILDING CODE - 2001 w/ REVISIONS NEPA 101, LIFE SAFETY CODE - 2000 FLORIDA FIRE PREVENTION CODE - 2001 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: FBC CHAPTER 3: STORAGE - GROUP S CONSTRUCTION TYPES: FBC: TYPE VI / UNPROTECTED / UNSPRINKLED FBC TABLE 500 ALLOWABLE BUILDING AREA: 6,000 S.F. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/ - ACTUAL BUILDING AREA: 5,400 S.F. FBC TABLE 600 INTERIOR BEARING / NON -BRC WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 0' TO 3' 1 HR >3' 0 HR FBC TABLE 704.1 OCCUPANCY SEPARATION REQUIREMENTS TENANT SEPARATION: S2 LOW HAZARD - 2 HR FBC 704.3.1 - BUILDINGS OF SINGLE OCCUPANCY TENANT SEPARATION: 1 HR FBC TABLE 1003.1 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S - 1 OCC / 300 SF GROSS 5400 SF / 300 = 18 OCCUPANTS NUMBER OF EXITS PROVIDED: 2 FBC TABLE 1004 - EGRESS REQUIREMENTS: MAXIMUM DISTANCE OF TRAVEL - GROUP S: UNSPRINKLED - 200' EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED STORAGE: 5400 SF/300=18 x .2" = 3.6" 67" MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" MAXIMUM DEAD END CORRIDOR: 20' 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 OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 EMPLOYEES. *FPC 410.1 - G.C. TO PROVIDE BOTTLED WATER W/ 4' CLEARANCE IN FRONT, FLAT BOTTOM CUPS AND TRAY UNDER SPOUT TO SIT CUP I O 12 STRUGTURAL STANDING SEAM 1 SEAL METAL ROOFING - TYP. 12 __----_ 18'-0' EAVE ■� 0 _... 6x6 METAL GUTTER - TYP. i O .L aLs� 4J +1 0 -u W E D 0'L U 0 O 0 LL PREFINI5HED METAL BUILDING 00 Q # I PANELS - TYP W ' f 0 W 1'-2' WDW. HD. HT.IRV I — rn VJ � Z �, W �0 J m LL E LL o°0 0 6x6 METAL DOWNSPOUT - TYP. �� 0 4, < /0 v V♦ V) c D i = y. ro..f..S. 1 ✓....f..r. iv./.. 0 no 1 SPLIT -FACE CMU -TYP. £..,,.....,,.�..,.,,. I;; L 0 � LL A� 0 r A' ODv W 8o O U U m m L o r 0 N U o 0 0'-0' FINISH FLOOR `. Q x O J ] C L iL ' Y L 00 FL 0 00 E 0a o L m v 0 o u o rz LIFE SAFETY LEGEND EXIT LIGHT (SEE ELECTRICAL) PRIMARY EGRESS NEW 4 ABC TYPE PORTABLE FIRE EXTINGUISHER COORDINATE EXACT LOCATIONS W/ LIGHT SWITCHES FE AND OTHER EQUIPMENT EMERGENCY LIGHTS W/ BATTERY PACK LEFT SIDE ELEVATION SCALE: 1/8' = 1'-0' (oxb GUTTER m 0'-O' FIN15H FLOOR TOP OF SLAB ri BOLLARD - TYP. 0 DOWNSPOUT - TYP. cp Lq FEur a N O O 1 4'-6' '-4' '-0'4'-6" I1'-8' 8" 29'-4" (aEFLOOR PLAN 'A' 77 0-CALE:1/8' = 1'-0' X@KxA I O O O O O O 1,- " 12'-0' 1' 6" 1'- 12'-0' 1 -/ " 301-01 �J 1301-01 0' 2' 4' 8' 16' 00119 FUTURE FIXTURE5�� 1 � a '0 O ■ \..... , .' , I BOTTLED WATER DISP SER W/ GUP +� DER 2 WWW L, O-I/2 TYP_ 41-61121-011 31-42'-0' 4'-6' - 29'-4" NOTES: 1. SEE SHEET A-3 FOR DOOR / WINDOW SCHEDULES. 911 ci 6x6 GUTTER ROOF PLAN 'A' xeK�Ar�F GENERAL NOTES 1. THF GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITING A BID AND PRIOR TO THE START OF ANY WORK. ALL INCONSISTI NCIES 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 COMPAIIBLF WITH ROOFING MATERIALS. COMPLY WITH "SMACNA" RECOMMENDATIONS AND STANDARDS FOR INSTALLATION. 7. INSTALL ALL MATERIALS PER MANUFACTURER'S RECOMMMFNDATIONS. 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 PANLLS SHALL BE ANCHORED TO WITHSTAND 110 MPH WINDLOAD. 17. METAL WALL AND ROOF PANELS TO BE FACTORY APPLIED SIGNATURE 200 SII ICON POLYESTER PAINT FINISH WITH 20 YEAR FINISH WARRANTY. SUBMIT ALL COLO SAMPLES TO OWNER FOR APPROVAL. CODE DATA APPLICABLE BUILDING CODES FLORIDA BUILDING CODE - 2001 w/ REVISIONS NEPA 101, LIFE SAFETY CODE - 2000 FLORIDA FIRE PREVENTION CODE - 2001 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPANCY TYPES: FBC CHAPTER 3: STORAGE - GROUP S CONSTRUCTION TYPES: FBC: TYPE VI / UNPROTECTED / UNSPRINKLED FBC TABLE 500 ALLOWABLE BUILDING AREA: 6,000 S.F. ALLOWABLE BUILDING HEIGHT: 1 STORY - 40' ACTUAL BUILDING HEIGHT: 1 STORY - 21'+/ - ACTUAL BUILDING AREA: 5,400 S.F. FBC TABLE 600 INTERIOR BEARING / NON -BRC WALLS: 0 HR COLUMNS: 0 HR BEAMS, GIRDERS, TRUSSES: 0 HR ROOFS / CEILINGS: 0 HR EXTERIOR BEARING / NON-BRG WALLS: 0' TO 3' 1 HR >3' 0 HR FBC TABLE 704.1 OCCUPANCY SEPARATION REQUIREMENTS TENANT SEPARATION: S2 LOW HAZARD - 2 HR FBC 704.3.1 - BUILDINGS OF SINGLE OCCUPANCY TENANT SEPARATION: 1 HR FBC TABLE 1003.1 OCCUPANCY LOAD REQUIREMENTS: AREA PER OCCUPANT: S - 1 OCC / 300 SF GROSS 5400 SF / 300 = 18 OCCUPANTS NUMBER OF EXITS PROVIDED: 2 FBC TABLE 1004 - EGRESS REQUIREMENTS: MAXIMUM DISTANCE OF TRAVEL - GROUP S: UNSPRINKLED - 200' EGRESS WIDTH PER PERSON SERVED - GROUP S: .2" NUMBER OF EGRESS EGRESS SPACE AREA OCCUPANTS REQUIRED PROVIDED STORAGE: 5400 SF/300=18 x .2" = 3.6" 67" MINIMUM CORRIDOR/AISLE WIDTH REQ'D-GROUP S: 44" MAXIMUM DEAD END CORRIDOR: 20' 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 OR LESS EMPLOYEES - EACH SPACE HAS LESS THAN 15 EMPLOYEES. *FPC 410.1 - G.C. TO PROVIDE BOTTLED WATER W/ 4' CLEARANCE IN FRONT, FLAT BOTTOM CUPS AND TRAY UNDER SPOUT TO SIT CUP I SEAL 0 � �ci) ■� 0 r i O .L aLs� 4J +1 0 -u W E D 0'L U 0 O 0 LL 00 Q V� W 0 W rn VJ � Z L W �0 J m LL E LL o°0 0 L �� 0 4, C /0 v V♦ V) c 0 no 0 O L 0 � LL A� 0 r A' ODv W 8o O U U m m L o r 0 N U o 0 cl:f Q � cd fro ¢ .0 Q x O J ] C L iL ' Y L 00 FL 0 00 E 0a o L m v 0 o u o 0 • o a E Q a z a >1 C 7 U 0 ID job no: RJ5903 drawn by: R1_J date: PERMIT 11/13/03 revisions: 0 0 0 sheet number A -2a cadd filename RJ5903FA RODNEY JEFFERSON ARCHITECT COPYRIGHT n 2003 U U LLJ z 0 w w LL- L, w r w z 0 0 0 w z 0 w LLz w w 0 i - r L w G V) V) ¢ 0 z v w U c� CL 0 r z U W V) w a w C) LAJ c LLJ clofT U 0 U 0 o a w w m 0 z J s cn L O U w CL cn d z vi c� z a z w ZD U 0 0 V) w L6 z w 0 0 L <c w a v Z n cL v) w z F- S CD r w Cl0 n Elfw t- 0 0 z Q F— r C J c J 0 (D 0 V) s V) vwi w CID LJ J s v F- V 0 V) w w Z U SEE SCHED EE SCHF EE SCHI=4 "SC- D1 - OVERHEAD STEEL D2 - IN5UL METAL D3 - ALUM D4 - SOLID CORE COILING DOOR STOREF=RONT WOOD DOOR TYPE ELEVATIONS SCALE. 1/4' -- 1'-0' W Q SEE DETAIL5 FOR TRIM ILI EE 5CHE PI - HOLLOW METAL � ®COR FRAME TYPES SEE PLAN(FIELD VERIFY) c:0 FINISH FLOOR O WINDOW ELEVATIONS 5CALE:1/4' = 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL DOOR TEMPERED G S MASON HEADERP PR R JAME3 GLAZING �— 11, 5EE STRUCTURAL. V) �� Q 1—CD z I POLYURETHANE SEALANT 4 REMARKS NO. TYPE MAT' L 5ACKER ROD CONTINUOUS OVERHEAD DOOR ¢FRAME - MAT L HEAD AROUND FRAME EACH SIDE ��-- ANCHOR PER MANUFACTURER'S 1 0lu HOLLOW METAL DOOR FRAME RECOMMENDATIONS F1 Q PRE -GROUT SOLID - TINTED Q (NOTE: GALVANIZE ALL EXTERIOR 192.0 +32.1 -24.6 - STEEL DOORS 4 FRAMES) 2 D3 AL 3'-0" x 6'-8" (SEE DOOR SCHEDULE FOR SIZE) U-1 TEMP - - HOLLOW CORE WOOD � WOOD VARNISH 20.0 +32.1 u GALVANIZED STEEL MASONRY W/ WEATHERSTRIPPING 3 D4 � 3'-0" x W-8" SCREWS IN FRAME a 12" O.C. MAX HM - - WEATHERSTRIPPING - TYPICAL - ............... - PAINTED GALV 1" x 2" x 1/5" RAINGUARD e ALL EXTERIOR D2 DOORS. EMPED IN W F1 HM - W W +32.1 -24.6 - LU W IL SEE SCHED EE SCHF EE SCHI=4 "SC- D1 - OVERHEAD STEEL D2 - IN5UL METAL D3 - ALUM D4 - SOLID CORE COILING DOOR STOREF=RONT WOOD DOOR TYPE ELEVATIONS SCALE. 1/4' -- 1'-0' W Q SEE DETAIL5 FOR TRIM ILI EE 5CHE PI - HOLLOW METAL � ®COR FRAME TYPES SEE PLAN(FIELD VERIFY) c:0 FINISH FLOOR O WINDOW ELEVATIONS 5CALE:1/4' = 1'-0' METAL BLDG EXTERIOR METAL PANELS METAL BLDG STRUCTURAL STEEL DOOR HEAD (JAMB SIM.)---- L% DOOR JAMB DETAIL DTDROn SCALE: 3' = 1'-0'PTQR025 I OR 2 LAYERS GYPSUM BOARD - REFER TO PART. TYPES TILE (WHERE CALLED FOR DOOR SWEEP ON PLAN) OVER 1/2' CONCRETE BACKER PD METAL THRESHOLD DOUBLE 2x WOOD STUDS IN FULL f3ED OF SEALANT DOOR IN FRAME - 5EE PLAN FOR 51zE 5EE PLAN FOR FLOOR FINISH SEALANT BEAD CONTINUOUS - ZI r AROUND FRAME- E30TH SIDES 777 1/4" RECESS = :! O„ORD INATE l,U/ WAI L ----_=-- HOLLOW METAL DOOR FRAME ---; -^---- ---- WITH 3 ANCHORS SCREWED TO JAMB STUDS Al TYPICAL SLAP AND FOOTING ENTRY SLAP r CONSTRUCTION DOOR WHERE REQUIRED --- THRESHOLD DETAIL SCALE: 3" = 1'-0" SEE PLAN H.M. FRAME DETAIJ DTpR015A SCALE: 3" = P-0" 1,7 l DTDRO18 A5 REQT). DOOR SCHEDULE 0 DOOR f G S MASON HEADERP PR R JAME3 DETAILS �— 11, 5EE STRUCTURAL. V) �� Q 1—CD z I POLYURETHANE SEALANT 4 REMARKS NO. TYPE MAT' L 5ACKER ROD CONTINUOUS OVERHEAD DOOR ¢FRAME - MAT L HEAD AROUND FRAME EACH SIDE ��-- ANCHOR PER MANUFACTURER'S 1 D1 HOLLOW METAL DOOR FRAME RECOMMENDATIONS F1 ST PRE -GROUT SOLID - TINTED SH - (NOTE: GALVANIZE ALL EXTERIOR 192.0 +32.1 -24.6 - STEEL DOORS 4 FRAMES) 2 D3 AL 3'-0" x 6'-8" (SEE DOOR SCHEDULE FOR SIZE) AL TEMP - - HOLLOW CORE WOOD PROVIDE COUNTERSUNK WOOD VARNISH 20.0 +32.1 -24.6 GALVANIZED STEEL MASONRY W/ WEATHERSTRIPPING 3 D4 SC 3'-0" x W-8" SCREWS IN FRAME a 12" O.C. MAX HM - - WEATHERSTRIPPING - TYPICAL - ............... - PAINTED GALV 1" x 2" x 1/5" RAINGUARD e ALL EXTERIOR D2 DOORS. EMPED IN 3'-0" x 6'-8" F1 HM DOOR HEAD (JAMB SIM.)---- L% DOOR JAMB DETAIL DTDROn SCALE: 3' = 1'-0'PTQR025 I OR 2 LAYERS GYPSUM BOARD - REFER TO PART. TYPES TILE (WHERE CALLED FOR DOOR SWEEP ON PLAN) OVER 1/2' CONCRETE BACKER PD METAL THRESHOLD DOUBLE 2x WOOD STUDS IN FULL f3ED OF SEALANT DOOR IN FRAME - 5EE PLAN FOR 51zE 5EE PLAN FOR FLOOR FINISH SEALANT BEAD CONTINUOUS - ZI r AROUND FRAME- E30TH SIDES 777 1/4" RECESS = :! O„ORD INATE l,U/ WAI L ----_=-- HOLLOW METAL DOOR FRAME ---; -^---- ---- WITH 3 ANCHORS SCREWED TO JAMB STUDS Al TYPICAL SLAP AND FOOTING ENTRY SLAP r CONSTRUCTION DOOR WHERE REQUIRED --- THRESHOLD DETAIL SCALE: 3" = 1'-0" SEE PLAN H.M. FRAME DETAIJ DTpR015A SCALE: 3" = P-0" 1,7 l DTDRO18 A5 REQT). DOOR SCHEDULE 0 DOOR FRAME cn V) S 0 0 z 0Q DETAILS 0(n�� `yQ Q o W 0- �i0 z + V) �� Q 1—CD z I W < o QLw = cn REMARKS NO. TYPE MAT' L SIZE TYPE MAT L HEAD JAMB SILL 1 D1 ST 12'-0"x16'-0" F1 ST - - TINTED SH - SINGLE HUNG 192.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 2 D3 AL 3'-0" x 6'-8" F1 AL TEMP - - HOLLOW CORE WOOD WDV - WOOD VARNISH 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING 3 D4 SC 3'-0" x W-8" F1 HM - - - - - - 4 D2 IM 3'-0" x 6'-8" F1 HM - - 20.0 +32.1 -24.6 - W/ WEATHERSTRIPPING WINDOW SCHEDULE � WINDOW co Cf)W 0 Z � DETAILS 0 V) W CO ¢ a n � U z + W C - �U z II REMARKS ID TYPE MAT'L SIZE HEAD JAMB SILL A SH ALUM 4'-6" x 5'-3" TEMP - 5 7 6 23.6 +32.1 -24.6 TINTED SH - SINGLE HUNG FR - FRENCH ST - STEEL FX - FIXED WD - WOOD GLB - GLASS BLOCK WDP - WOOD PAINT FIC - HOLLOW CORE WOOD WDV - WOOD VARNISH FIM - HOLLOW METAL WP - WOOD PANEL CONC. PLO( PLAN FOR L THICKNESS FINISH - 5EI ELEV. CONC. LINTS W/ RE15AR C IN 50LIP - STRUCTURAL SEALANT Al DOTH SIDE: ALUMINUM W ALUMR SFAL� BOTH CONC. DRIP 1 FIN15H FLEV. ,A_WINDOW SILL DETAIL CONC. 1:3LO( PLAN FOR U THICKNE55 FINISH - SEf ELEV. -OCKING FILLED CEL (1) S REE3A1 STRUCTURAL PTWPMH04 SCALE: 3' = 1'-0" SCALE: 3" = 1'-O" �� PTWDM504 SILL SEALANT Al. DOTH 51DEE ALUMINUM W WINDOW JAMB DE r r ice, -D-11 EXTERIOR -OCKING SCALE: 3' = P-0' STRUCTURE 1/4' P.T. SHIM CONT. SEALANT W/ BACKER ROD PREFIN. ALUM. FRAME GASKET GLAZING AS SCHEDULED SILL L - SEF PRE -FIN. ALUM. DOOR � WALL THRESHOLD -------- i5 FLOOR FINISH - STOREFRONT DOOR DETAIL SCALE: 3' = 1'-0"'\ j DTWDSTOSA SCALE: 3' = P-0' General Notes 1. WINDOW PRESSURES: All windows to be designed for +26 psf and —37 psf (Unless other rioted in schedule). 2. All exterior doors and frames to be designed to withstand 110 mph windload (FDC 1606). 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 NRR 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" (SUI -100) and as indicated in project documents. 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. 0 SEAL N C � O C � O J - .� D- MC u�V� �. L -C W C C� C D 0'� goo OL 00 Q sheet number Acadd filename RJ5903DR RODNEY JEFFERSON ARCHITECT COPYRIGHT OJ 2003 Door / Window Legend AL - ALUM. STOREFRONT - FAC. HS - HORIZONTAL SLIDER 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 FIC - HOLLOW CORE WOOD WDV - WOOD VARNISH FIM - 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. 0 SEAL N C � O C � O J - .� D- MC u�V� �. L -C W C C� C D 0'� goo OL 00 Q sheet number Acadd filename RJ5903DR RODNEY JEFFERSON ARCHITECT COPYRIGHT OJ 2003 f - U FLLJ— U 0 al w W r w z 0 0 w L O N C/) Mi n' W Z F�- W 0 Or 4 CD 01 z Q G W _' a L U w 0 0-1CL W �- U L w 0 w cn w 0 a w n. 0 U a J z --t a w v 0 Q_ w w w F— O z J V) (0 0 v <-) w CL 0 V CD z a z w U O 0 w w S vi L cv Ui w G 0 z ¢ w 0 U7 J LL w w z CD ir�l Elfw 0 w w s 0 G CD Elfr LL 0 0 ¢ z 0 0 V) V) LLJ V) III r m w CC: w s T 0 Q z 0 I LL. I w z c) 0 rK C BUILDING SECTION A SCALE:1/4' = 1'-0' TYPICAL WALL SECTION 1ED MTL SEL CKED r N NEL. ;L1= 3AR CONT. COURSE FAL 'ING e 24" - TYP. FLOOR 1 Woo WALL SECTIO - DTWLPE02 SCALE: 1" = 1'-0' �� DTWL5T20 50AP DISPENSER 30" x 48' MIN. CLEAR FLOOR SPACE CENTERED ON LAY 60" DIA. TURNING RADIUS PAPER TOWEL D16PENSER 36' GRAF35AR 60" x 59' MIN, CLEAR FLOOR SPACE AT HC WATER CLOSET TOILET TISSUE DISPENSER 42' GRABBAR SERVICE SINK TYPICAL TOILET ROOM PLAN- DTE3ATH02 SOAP URINAL DISPENSER I.I'-0" SEAM ILDING SCALE: 1/4' = 1'-0` �r 0 �n HC URINAL WATER LAV CLOSET CLEAR BAR GRAB BAR 3�_ 4' RAR 21-0"_1L1_ BAR TOP T155UE �� D 15PEN. NAPKIN - DISPOSAL TISSUE - 0 D15PEN. 6' 3'-0" 2" NG WG TOILET ACCESSORY LOCA-iI®N SCALE: 3/4" = P-0' \11 �� DTTOILET HC TILT MIRROR WA5HA5LE PAINT ON WATER RESISTANT GYPSUM BOARD - TYP SANITARY VINYL WALL BASE - TYP NOTE: SEE TYPICAL MOUNTING HEIGHT DETAIL FOR LOCATIONS OF ACCESSORIES TYPICAL T%C")OILET ROOM ELEVATIONS DTTRELm2 LAY IN COUNTER (V SCALE: 1/4" = 1'-0' rn F —o ol iYl (tl �4 N CIA HAND TOWEL FEMININE SHELF T155UE DRYER BAR NAPKIN PAPER pISPOSAL DISPENSER MIRROR a ' SOAP / D15P. / 0 0 MIN KNEE m J' m CLEARANCE INSULATE EXPOSED PIP SCALE: 3/8' = 1'-0" I' I' I' I, I' I' I' HC L.AV1Mlf;/5OA1- DISPENSER PAPER TOWEL FEMININE ROPE DISPENSER / NAPKIN HOOK DISPOSAL D 15PEN5ER 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 2001 FLORIDA BUILDING CODE. 1. TOILET ACCESSORIES MANUFACTURER — 'BOBRICK' — CONTACT: GORDON ASTLE & ASSOCIATES — (407) 339 — 6800 2. PROVIDE BLOCKING FOR MOUNTING OF ALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER. ®ESION CRITERIA BUILDING CODE: 2001 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 033 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'rn = 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 carrier 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. t� e r V SEAL 0 � C rn 0 E C J e0 Now . -1 Q MC .. +' 0 _PO A� (0 E E-0 W E®D 0- 0 U) c� 0 U 10 0 LL d- - 0 Q sheet number cads! filenaLme RJ5903SC RODNEY JEFFERSON ARCHFIECT COPYRIGHT g Z003 DESCRIPTION MANUR NO. IT] SOAP DISPENSER 8-2112 u EACH TOILET. D2 MIRROR - HG 5-293 2436 EACH TOILET TOILET T155UE DISPENSER 8-2840 W/ SHELF - EACH TOILET ROBE HOOK ON PACK OF 5-16-11 L—I DOOR EACH TOILET 42" CRAB BAR EACH TOILET 36" GRAB 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. ®ESION CRITERIA BUILDING CODE: 2001 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 033 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'rn = 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 carrier 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. t� e r V SEAL 0 � C rn 0 E C J e0 Now . -1 Q MC .. +' 0 _PO A� (0 E E-0 W E®D 0- 0 U) c� 0 U 10 0 LL d- - 0 Q sheet number cads! filenaLme RJ5903SC RODNEY JEFFERSON ARCHFIECT COPYRIGHT g Z003 4 C-1-ORDON STREET (50 ' RI W) NOTE: ALL STRIPING SHALL BE THERMO-PLASTIC PAINT, 12" WHITE CROSS -WALK ® 3' 0. C. - PROVIDE 3' DROP (.� °'s SURVEY REF. POINT CURB TRANSITION N 9.46_ 5' CONCRETE N 9.27 FOR SIDEWALK E 713.99 SIDEWALK E 596.46 CONNECTION (TYP) � , f ,,,,,, I ��. ............. ... .... ......... ..........., ....., .....;. ............. ........................................... fy ....... ..... s. } t 10' LANDSCAPE BUFFER s 3 .. f ............................ ............. .... .,, „ . ............. ............. .... ........ I 1.! I f.'.,..,. �Jf+.7: f.^4!{ .,, . 4 ,�.� . 4• f f f• .1 •a. ' d'' 9 4 ,. .. 4 4 ,f 1 fq ••1 q ;fi•' f ft �. 4F'vJ 44 :. r 4..; '�9 ,a4, 29 E. X85. b0.50 R" a 35 a . :,. . N,.:., ;,.;;,.,,,,w. ,«,,, • ......•., 9 ..... •, .......... o �' '° • :' : ' ` ` f " SURVEY REF. POINT �.... . ' 24Lum :.. N -15.54 N Lu " WHITE STOP BAR E 714.00 +' �, • AND R1-1 30 inch STOP SIGN . d, - ' • E 1:5, .,lf '�t ' ; ; ' ' ,4, , (HIGH INTENSITY, 7 ABOVE GRADE) 15 =---�- BLD 60' ° 4 •4•: `. • 60' LDG 2'X4' MONUMENT SIGN SETB CK ;�, ..<. '.' : a SE BACK (SEPARATE BUILDING PERMIT IS REQUIRED). � . d • I • ,,' ;1.0.57 vin .4. •,� • G©NC + " q Ln 1°0,5: 10' LANDSCAPE ,•4' "- 4 1 BUFFER I :'. . , :4` : �: �.:, "e', , �;., , 10 LANDSCAPE •:d.' j., BUFFER 4. 5, 400 SF : ". !" O i.'' :�� .: ' 'a•yt CANT 1^ '60 VACANT (FA5 4 +a * yI 4 IRI RI -1 f r, q 3, 600 S F �. d • I , d 60rl ; 7 . 4 • , a r b �+TYR�; 4 , •y ..4 •�� ..4: •..� r . ,q • A �.. •I. , . ♦ • , :.q •, . 5,400 SF �: •:a.',: '; C40NCRETE..•p4 •' . B0' 3 . ,' P,V ENT', •: . 4 CD •. 4. '. •.4 .' ' .. , b ' a • • .� ... 3 300 SF ' 4 •ti• M '4 .1 2, . ..,'p, 14 •� a L0 ry fY.': •i1 J f s'. . • a '' A . '' I • • •d• f• I ,t If 6 f e t i ... .. ...... .... ...... ...... _ U ... w ;._ S 89o54'29" 235.00 20'x12' DUMPSTER 10' LANDSCAPE SEE DETAIL SHEET 7 BUFFER N -250.73 EXISTING RETENTION POND E 596.88 S1, E DATA: ZONING: INDUSTRIAL (RI -1) BUILDING SETBACK: FRONT - 25 FEET SIDE - 15 FEET :ET JFFER: EET :ET ET /03 PARCEL AREA: 1.267 AC """"""""""""""""' """" PARKING REQUIREMENTS: EXISTING: WITH 75 PSI FBV. CONCRETE PAVEMENT SECTION OFFICE - 2,100 SF x 1/200 SF = 11 SPACES PERVIOUS - 1.267 AC (100.00%) OPEN SPACE WAREHOUSE - 2 + [(18,900 SF - 4000 SF) x 1/1000 SF] = 2 + 15 = 17 SPACES PROPOSED: 8" LIMEROCK BASE COMPACTED TO 95% OF THE ';•;':';';•:•;':•;•:';....•.. ; ; ; :::':'; ;'::::: ; ; ;'; :•;•:•;•:•:... TOTAL SPACES REQUIRED = 28 SPACES BUILDINGS* - 0.482 AC (38.04%) :;;:,:;;,,,;,,,,,,,,,,;,,,,;,;,,,, -a--10" THICK SUB -BASE COMPACTED TO 95% OF THE IMPERVIOUS* - 0.362 AC (28.57%) PARKING PROVIDED: PERVIOUS - 0.423 AC (33.39%) OPEN SPACE N.T.S. jT �' 1.267 AC (100.00%) 24 SPACES 0 10'x20' 2 SPACES © 12'x20(HANDICAP*) *TOTAL IMPERVIOUS PROVIDED - 0.844 AC (615.61%) 26 SPACES TOTAL TOTAL IMPERVIOUS ALLOWED - 0.887 AC (70.00%) * THE PROPOSED SIDEWALKS PROVIDE FOR THE REQUIRED 5' HANDICAP ACCESSIBILITY. GRAPHIC SCALL 20 0 10 20 40 1 INCH 20 FEET WALK WIDTH VARIES (SEE PLAN) WALK WIDTH VARIES (SEE PLAN) 4" CONCRETE 2"CLR. 4" CONCRETE 2"CLR. #4 REBAR(CONTINUOUS) SLOPE PER PLAN SLOPE PER PLAN " • ASPH. PVM'T. 1 L 6 COMPACTED SUBGRADE 6" COMPACTED T-18SUBGRADE 95% AASHTO T-160 95 AASHTO 0 I6"J 8"J 6 x 6 10/10 WWF 6 x 6 10/10 WWF CONCRETE WALK THICKENED EDGE RAISED CONCRETE WALK 1/2" EXPANSION JOINT MATERIAL EXPANSION JOINT SAWCUT DEPTH d"/4 d" F. FEE { - - WALK WIDTH VARIES (SEE PLAN) 4" CONCRETE2"CLR. #4 REBAR(CONTINUOUS) SLOPE PER PLAN ASPH. PVM'T. : gg,, 6" COMPACTED SUBGRADE 95% AASHTO T-180 6 x 6 10/10 WWF THICKENED EDGE FLUSH CONCRETE WALK NOTES: 1. 4" THICK SIDEWALK W/LIGHT BROOM FINISH CONTRACTION JOINT & TROWELED EDGE. 2. ALL CONCRETE SIDEWALKS SHALL HAVE A FULL 1/2" EXPANSION JOINT AT A MAXIMUM DISTANCE OF 40 LINEAR FEET AND A SAW CUT OR FORMED DUMMY CONTRACTION JOINT AT EVENLY SPACED INTERVALS NOT TO EXCEED 8 LINEAR FEET. TYPICAL SIDEWALK DETAILS N.T.S. NOTES, 1, ALL LETTERS ARE 1' SERIES 'C', PER MUTCD. 2. TOP PORTI❑N OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3, BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER: 4, ONE (1) SIGN IS REQUIRED FOR EACH PARKING SPACE, 5, INSTALLATION HEIGHT ❑F SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), 4' WHITE STRIPE ` • -F" BLUE STRIPE 4' WHITE STRIPE 12' SOLID WHITE e 45', 30' O.C. 4' BLUE STRIPE 1 12 12 12 20, 5,0' gp• 5.0' BLUE WHEELi STOP NOTE, HANDICAP SPACE IS TO BE OUTLINED IN A 4' BLUE PAINTED STRIPE. TYPICAL DISABLED PARKING SECTION I-- __-r ' ' \--• WHITE THERMO-PLASTIC PAINT HANDICAP SYMBOL DETAIL N,T,S. N.T.S. TYPICAL HANDICAP DETAILS N.T.S. -� 6" THICK CONCRETE SURFACE (3,000 PSI) ;;;;,,, _ 12" THICK SUB -BASE COMPACTED """"""""""""""""' """" TO 95% DENSITY (AASHTO T-180) WITH 75 PSI FBV. CONCRETE PAVEMENT SECTION o N.T.S. -1 1/2"' TYPE "S -III" ASPHALTIC SURFACE COURSE. .,,•.'.'.'.'.'.'.,.'.'.,.,.'.'.,.'.'.','•'.',',',',',',',','.'.'.','•'•'.'.'.'.'.'. 8" LIMEROCK BASE COMPACTED TO 95% OF THE ';•;':';';•:•;':•;•:';....•.. ; ; ; :::':'; ;'::::: ; ; ;'; :•;•:•;•:•:... THE MODIFIED PROCTOR (ASTM AASHTO T-180), "" ""' ""' ""' "' ""' """"' MAXIMUM DENSITY. :;;:,:;;,,,;,,,,,,,,,,;,,,,;,;,,,, -a--10" THICK SUB -BASE COMPACTED TO 95% OF THE :::: ::::: ::::: ::::: ::::: ::::: ::::: :::: OF THE MODIFIED PROCTOR (ASTM AASHTO T-180), MAXIMUM DENSITY TOP 6" 'rO LEiR ' 40 MINIMUM. ASPHALT PAVEMENT SECTION C - N.T.S. jT �' KENNETH H. EHLERS, FL PE #18243 NO.1 REVISION I DATE PER CITY OF SANFORD 12-10-03 2 3 4 5 6 • Lv Liz LLJ� :�N LLI 0- 0 0 �n cfl <C o W 00 rNellz o CO ►� 17 LLl ro 00 O ro 0 mII N I ��qq z_ z LLo F� F- QQ N -)n �D -10- I' Q `- z J x F-- Ll - CD 7 DRAWING N0. 3 JOB NO. 02003 0 o' O J L7_ z O U w J O z lE V) C. o 00 0 0 _ ... u- 0 - 0 DRAWING N0. 3 JOB NO. 02003 0 o' O J L7_ z O U w J O z lE V)