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920 MAYPORT RD - METAL BLDS DWGS%v 3 ,,,, 1mmww� 2 4 5 �" . I /.+ :,% JASON CANNING ARCHITECTURE PLANNING INTERIORS •71" �: �" I - %i 1713 Furman Road /„ Jacksonville, Florida 32217 „� . T: 904.755.5589 ` ,: . / - F: 904.406.7227 Jason@canningarch.coEW METAL BUILDING m /,,, .. �„ D ,. D PROJECT ARCHITECT "'' riiiii . JASON T. CANNING °�"; .— I _ I. . FOR ' . 1 ' ' ME/, 1. try 'I,' N�- �a* //i,if 3 ° , 11 1�4 i.�`�' �` \" " .'�, .o,,,f � � . . � i I 1 I 1- '�`� 'o rL / .�.. 1,1.%"r /i -4/1-4 I - 110, •. . . I " t ,!,* // , I I :-, ?-J 1,101 ... I I . qf- /iiiii n 1 +iiii. - I : I I I/-/----- I '� I #e I 1. �. *� . I I I .'' ....1; „V - y..I I e1 %//ff/ / V , t � .. ". � , Y . � t 11 i" *./;', '.s - - vii// ,V;�v r I I I � \ �I , .' . n;'.'� 0 . . . �' 7 - ""' � I'� h.. 11 . - . /%iii, I M I . I .� :1 - - FLORIDA LICENSE NO.:AR95310 /,�. �h, . y% .�� �./ y/,,, . %/% / s,/4; f�'" """ 5 . 9 H STREET WEST - . ; � r//fii, yi f % a , h 1 2 ,4 _ %HN `S F JASON CANNING ARCHITECTURE PLANNING INTERIORS -- 204$-301 1713 Furman Road Jacksonville, Florida 32217 T: 904.755.5589 F: 904.406.7227 D jason@canningarch.com II oe Oz3II A11 wI qI —..N,°' - I 103 102 ■I ° C II Y-F=' ``mo oWmoifiqi VWWo omQa -.'•jty J - E 6 5 4 2 BICYLCLE PARKING SIDE ROPERTY LINED PROJECT ARCHITECT JA . CANNING 00 '^ll O 0 RENTION SWALE o T. 00 I O I -j I C--)N OFFICE OFFICE FLCRl�'R LICENSE NO.AR953108'X8' DOOR CONC PAD FOR HVAC UNITS B1 B1 UNDER STAIR ° ° - 2 '-7 1/8" B5 LI FT 10LA DSCAPWAREHOUSE III STORAGE BUFFER _10'-1 5/891 SHOWROOM N, / N SHOWROOM ENTRANCE UI 00 3 PROJECT TEAM CC j O - a O CD C) DRAINAGE I SWALE 39O , 5 _0o ARCHITECTon JASON T. CANNING Lv 904.755.5589 0 w 5X18 LANDSCAPE ISLAN 0 � xw w w LANDSCAPE ARCHITECT JANET WHITMILL o 0 0 0 JANET O.WHITMILL, R.L.A., INC.Z 904.398.7688VEHICLE USE AREA ocr- VEHICLE USE AREA � % LANDSAPING LL- LANDSCAPING 0 Of o 0 00 I- - O 3 DATE ISSUE CL o IV) Uj B / '4G2014 / REVIEW Lij CCZD o 15 APR 2015 PERMIT 17 JUN 2015 REV-1 17 JUL 2015 REV-2 v 0 12 AUG 2015 REV-3 o , O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O SIDE PROPERTY LINE ' z EXISTING CONC. DRIVE W 113'-012'-004 NNU O MW LL W 07WZ > W LIL PARKING CALCULATIONS co Qw I— RETAIL (1 541 SF) @ 1 SPACE/400 SF 4 SPACES 00 W - 1 SPACEEMPLOYEE 5 SPACES O 111- WAREHOUSE TOTAL PARKING REQUIRED 9 SPACES -j _ PARKING' PROVIDED 14 SPACES AA PROJECT NO: 1324 DRAWN BY: LCM ARCHITECTURAL SITE PLAN CHECKED BY: JTC 11 - -011SCALE: 1/8 1 SHEET NO: SHEET ..„N , 2 4 5I ° .y, - .,/. N ..` 1 S ,I � 2 - 3 . ' 4 5 13/ CONC I PAD `FOR I I 2 I I C I I I JASON CANNING ;'y , COMP ESSOR A1.1 — — — — — � ARCHITECTURE PLANNING INTERIORS LIFE SAFETY LEGEND xI I 1713 Furman an Road __ ___ _ W I I I Jack 217 • DESIGNATED EXIT I I I Jacksonville, Florida 32 y •• I I i A I 104 I 2 2 T: 904.755.5589 — xT. L_ I F: 904.406.7227 SE CE i, 0 jason@canningarch.com ;; — ,/,,,, 130 - EXIT PATH AND TRAVEL DISTANCEET _ _ _ _ _ _ _ _ _ K O 102 101 8X8 DOOR T 103 OFFICE OFFICE ` ........ .......... _.. _.. _.. _ — — � _ . ___ _ C C AD 0 _ � T � I I O FEB FIRE EXTINGUISHER BRACKET I I , VA U S - - - - - - U E ST R I - I PROJECT ARCHITECT I JASON.T.,0ANNING NO. OF OCCUPANTS/ EXIT WIDTH _ - ................... ...... 30 6" 36" 111105 ❑ ❑ .. REQ D. (IN.)/ EXIT WIDTH PROVIDED (IN.) — — — — W H �,� ,..,,..:,. I I 05 - - - - - - - - - --', W E US 1 �. j , ® EXIT SIGN LIFT '� ST A X 1 P n I FEB _ ': ' ,,, PROVIDE-TACTILE EXIT/ 1 D R BO IIF 0 GE B E DOOR SIGNAGE 5 OCCUPANCY LOAD 1❑ ❑ 1 1 111I I _ (READING, „EXIT" I °��1� ���..raT * �' , "0 \ ,_ . I SHOWROOM • FLORIcA U� NSE NO.AR95310 EMERGENCY LIGHT I N SHADED AREA INDICATES ry Q 2,500 S.F. MAX - - — - - — — I ' I I y STACK AREA ,/e >EMERGENCY LIGHT EXIT COMBO - /,,, 00 UP r%7 _ _ .. _ _. .. . _ —1- - - Tlu P iy �� CODE SUMMARY IEBC I 1. USE AND OCCUPANCY CLASSIFICATION - (FBC-B: Chapter 3) _ 0 STORAGE: Group S-2/ BUSINESS: Group B Electric Motor Vehicle Garage PROJECT TEAM C C 2. LOWABLE BUILDING HEIGHTS AND AREAS - (FBC-B: Chapter 5) °"" Gross Building Area: 11,613 SF 1 I I 1 No. of Stories Allowed: 2 No. of Stories Provided: 1 - Maximum Sq Ft Allowed: 17,500 sf Max Building Height: 55' syr Building Height: 26'-6p s No. of units per floor: N/A 70 M e: No 3. CONSTRUCTION PE - FBC-B, Chapter 6 0 0 'i' Type (IIB - EXISTING (FBC-B: Table 601) NON-Sprinklered ARCHITECT =' 0 _ LIFE SAFETY PLAN - 1 ST FLOOR JASON T. CANNING DHy 4. RID ILD CO ACCESSIBILITY 1 O oG 1 904.755.5589 --� ADA Compliant: Yes 100% 3 o Z A0.1 .SCALE: 1/8" = 1'-0" 5. FIRE RESISTANCE - FBC-B, Chapters 4 & 7 � X Intirior Wall and Ceiling Finish by Occupancy (Table 803.9) Group S-1: Non-Sprinklered I ° ° 41 Exit Passage: B finish — ° APPROACH MINIMUM CLEARANCES rllLANDSCAPE ARCHITECT y / r Corridors: B finish (lobby areas shall not be less than Class B materials) 010,X18' DOOR° JANET WHITMILL JANET O.WHITMILL, R.L.A., INC. 1. APPROACH REQUIREMENTS ARE FOR SWINGING DOORS ONLY 904.398.7688 Rooms enclosed space: C finish 2. DIMENSIONS ARE MEASURED FROM FINISH SURFACES ,h 6. MEANS OF EGRESS - FBC-B, Chapter 10 am TOTAL OCCUPANT LOAD = 61 (Table 1004.1.1) /' BUSINESS AREAS: 100 Gross = 33 FRONT APPROACH WAREHOUSE (STORAGE) : 500 Gross = 29 NOTE: X=12" IF DOOR HAS BOTH Egress Width per Occupant Served: 0.2 per Occupant = 13 (Section A CLOSER AND A LATCH 1005) DATE ISSUE , y Spaces with one means of egress: (Table 1015.1) Max. Load = 49 PULL SIDE PUSH SIDE B28 AUG 2014 REVIEW B r Max. Travel Distance to an Exit M: 200 Feet withOUT Sprinkler System (Table X } {1016.1 �;� APR 2015 PERMIT ,u _ '/RC/31' 17 JUN 2015 REV-1 Section 1021 Min. number of Exits: 2 — — T 1EV ' 7. AUTOMATIC SPRINKLER SYSTEMS - FBC-B, 903 N �/ PROVIDE INSULATION T ALL EXPOSED PIPING �° zy /i�„ j -4� 18 °O 12 AUG 2015 REV-3 NO SPRINKLER SYSTEM WILL BE IN PLACE WALL HUNG MIN I I I FOR ACCESSIBLE OR HANDICAPPED MIRROR 8. PLUMBING FIXTURE - FBC-P, Chapter 4 LAVATORIES. PIPE INSULATION �SHALL Minimum Number of Required Plumbing Fixtures (FBC-P: Table 403.1) COMPLY WITH APPLICABLE REQ. OF THE PAPER TOWELAMERICAN W/DISABILI IES ACT '(ADA). m, Fixtures Required Bases on Total Occupancy: 61 persons DISPENSER r 509 M/FM = 31 Persons HINGE SIDE APPROACH -1 0 Water Closets: Male/Female 1:100 = 1 M / 1 FM, 1 M/1 FM Provided 54" MIN (FBC-P: 403.1) NOTE: X=36 MIN IF Y=60 NOTE: Y=48 MIN IF DOOR HAS BOTH W M Lavatories: Male/Female 1:100 = 1 M / 1 FM, 1M/1FM Provided 1 Z MA LAVATORY X=42" MIN IF Y=54" A CLOSER AND A LATCH -J N " 42" MIN 12"MI 24"MIN. N '7" Drinking Fountain: 1 Required, 2 Provided (With flat-bottom cup dispenser) I V M Z " � Service Sink: 1 Required, 1 Provided PULL SIDE PUSH SIDE LL _ Q Q Shower (Emergency Eyewash): 1 Required, 1 Provided O 0 IjJ LU 0 TOILET PAPER �_g�� TOILET PAPER _ __ ____ __ , 54" z O NOTE: ------------------------ MI-___ �� HOLDER HOLDER HANDLE x - a I I~ N V O ----- ----- --- — —— PARKIN I FLUSH WITH THE EDGE OF SIDEWALK WHICH IS U _ X co SIDE a — — W J ,� 1. G s u I - _ = z Q 0 ,,� z 15 I I— W FLUCH WITH THE FINISH FLOOR LEVE OF THE INTERIOR SPACE W -___: _ I X z I I m = W - - BASE AS o ,-N - a J F- v AND THE THRESHOLD DOES NOT EXCEED THE HEIGHT LIMIT. O U o� p I '� I I Q U j Q �— I I = SCHEDULED o, Q Nowo tV J H s a `i 116-18 3: o Z LL ,,,,,, w0 Q — LATCH—SIDE APPROACH Z J J 1-2/ r O Q 3 EWC ELEVATIONS NOTE: WALLS WITHIN 2 FEET OF URINALS AND WATER CLOSETS SHALL -HAVE A SMOOTH HARD, NONABSORBENT A A0.1 - SURFACE TO A HEIGHT OF 4 FEET ABOVE THE FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS NOTE. Y=54 MIN IF DOOR NOTE: Y=48" MIN DOOR A 1 -O HAS A CLOSER HAS A CLOSER SCALE: 1/2 - USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY' AFFECTED BY MOISTURE. (FBC-B 1210.2) PULL SIDE PUSH SIDE SCALE: 1/2"=1'-0" N TYPICAL TOILET ELEVA'T"I0 K2� S PROJECT NO: 1324 =- A0.1 SCALE: 1/2" = 1'-0" 0 1.5' 3' 5' I X DRAWN BY: LCM SCALE: 1/2"=1'-0" ,-� ? r 5; 24 I X" I z CHECKED BY. JTC MIN a 24 �- SHEET NO: MIN ( " 0 1.5' 3' 5' - ■ /ilio. . q f SHEET 0 t 2 3 4 5 e t 2 3 4 5 LIFE SAFETY LEGEND JASON CANNING 0 • DESIGNATED EXIT fr ARCHITECTURE PLANNING-INTERIORS I I I A 1713 Furman Road EXIT PATH AND TRAVEL DISTANCE - I / Jacksonville, Florida 32217 0 O FIRE EXTINGUISHER BRACKET �� � � / T: 9o4.75s.55s9 FEB I I I / F: 904.406.7227 s / jason@canningarch.com ; / x,,,, NO. OF OCCUPANTS/ EXIT WIDTH �� F / 30 6'L3 REQ'D. (IN.)/ EXIT WIDTH PROVIDED (IN.) I I �� // I I 1 I // PROJECT ARCHITECT -- ® EXIT SIGN I �• _ F 1OUT71 JAS � NNING 1 �:��. LE 5 OCCUPANCY LOAD I I I �� — — — r4 201 ,,0 D C .. O � STORAGE � URE OFFICE �EMERGENCY LIGHT �� `' OPEN TO BR`1ELOW / j ® EMERGENCY LIGHT/EXITI I I °O / FLORIDA LICENSE NO.AR95310 =� D p / 2 4 A5.1 > 1 ., D 1 .4.,.8 1 DN PROJECT TEAM " C C =s �Hn « y h, s 1 LIFE SAFETY PLAN - 2 ND FLOOR oA2.2 SCALE: 118" = 1 —0" „ ARCHITECT JASON T. CANNING 904.755.5589 0 0 LANDSCAPE ARCHITECT JANET WHITMILL JANET O.WHITMILL, R.L.A., INC. A- 904.398.7688 s//.,✓ 0 8,,,0. DATE ISSUE B B 28 AUG 2014 REVIEW 73 17 JUN 2015 REV-1 d1,00/ .,, <- ;/,i 0 LLJ cn N ,,,,, V N N O t LL � I-w Q _j0 i 4 - -. - - w c O '% oU � � J — w ,, omw = WQ w Q LL Q U U) z Q " W w O w = m � -IF- U 1 woo WLU „ Z � � W 0 _ Z J (All O F- 5 ,i% PROJECT NO: 1324 DRAWN BY: LCM CHECKED BY: JTC SHEET NO: SHEET 0 1/10/1 2 3 4 5 g 1 2 3 4 5 ,s JASON CANNING 0 9 8 7 6 5 1 4 3 2 1 Hyp A2.1 ARCHITECTURE PLANNING INTERIORS 1'-0" 19'_0" 18'-0" 27'-0" 27'-0„ 20'-0" 21'-0" 19'-0" 20'-0" 1'-0„ ” 1713 Furman Road ,,.,, 173'-o" Jacksonville, Florida 32217 T: 904.755.5589 (EDGE OF SLAB) J 91'-0" 82'- " F: 904.406.7227 �y (EDGE OF -SLAB) (EDGE OF SLAB) lason @cannin garch.com ; 1 10'-0" I 2 I 1• 1 „ „ 1 15'-4 1 2" I '� I I I A3.2 A3.1 7 -10 15 -4 / CONC PAD FOR _ _ HVAC UNITS DS DS VNNN—S DS D '�` D PROJECT ARCHITECT COMPRESSOR F:.:: ,, � EYE sH C 1 I JASON T.r CANNING y; a 10,_4„ 8,_0„ '_0„ 3,_4„ X• 1 3 t o I I I EL TRICAL I::::.;- .:� 1 I . I DISCONNECT t..:. :I•: I s z 103 - 1 Q3 I Ln R A A3.2 o r HB oo N 1 0 ►� c0 •.. ... - �n B N 102 101 W3 -I . ' DS g'X8' DOO - _ R D DS ....� .,;: '. _I I WATER H T� isERVICE I • - OFFIC OFFICE IL ABOVE S SINK �, I �. % ; B B DET A/A4 1. I ' a;.,. m .; ,� DS 1050 1 G a �\•' 14-- 105D _ 1 I PANEL 11 ( F C 1 _10. v A I A ,n --- --- o -` 71 104 1 102 101 w cv rn I � 0 I I i 1 0 "� o FLORID►-LJC�ENSE NO.AR95310 -- - - - - - � 1 1 F _ 1 yv2 ❑ ❑ I O 1 I B.5 - I 1 B.5 1 Q—i 1 Ewe Ewc - - - - - °'� 20,_0„ 21 -0 6 3/4 4 ,_0„ 1 O (FACE OF GIRT) LO — �,, nI „ C LIFT I WAREHOUSE/ 11 -5 5 -4 2 00 Q 1 ooB A4.1 ' STORAGE o l � ❑ ❑1 1 I I I I I o I 4x coNc CURB 8X10 ROLL-UP III U 100 �Q. SE DETAIL 4/A3.2 DOOR ABOVE III a SHOWROOM I �� M Gin :1 n 1 1 e i SHOWROOM I oo � D C E A5.1 ENTRANCE 1- - - — '� — - - - O I I - - - - — — 11 I 100 I I N „,, 3 I I I I 106 t o w A2.1 FLOOR ABOVE UP I I I r •-- CD 4 1 ; E PROJECT TEAM A3.2 I STAIR A3.2 W1 ,�� A3.2 - ;,,, C I 1 Lo I I G �� I C _ 105 1 1 1066 D °° _-----_----_�-----_- - 1111111,- - _ - - - D y o ”' DS DS — - G - - s- — — — D STEEL COL. LL_ DS 10 I 6'-4 18,_ �, HB �Q• . '-'-' M 1 -6 J �- -2 �-1 -2 3 OUTLINE OF A3.2 SOFFIT ABOVE M• v 4X4 ONC CURB SI %�.; I SEE DETAIL 4/A3.2 „ „ GLAZING 1N1. 39' p" 14-0 20 -0 RAZARD talto LOCA _ L ARCHITECT X,,;• 2 `� JASON T. CANNING ,,, A3.1 4 .-. 904.755.5589 -� M o A3.2 N o LEGEND LL_ N . ,. 12'-0" 209_0 : 5,_8„ w - i 0 2 , � � � A2.1 ST�RWgYCGN . • 4"x4" CONIC CURB TYP. } I LANDSCAPE ARCHITECT WHERE SIDING MEETS SIDEWALK tSHALL SEAS� �� JANET WHITMILL p I 0 1 THE SEC ON, I n© SEE PLAN FOR EXTENT JANET O.WHITMILL, R.L.A., INC. ---- f �D�1DA �� a~'` � 904.398.7688 1 RAMP w 1 — — 1-HR RATED WALL_ p o o I 1 F I RST F LOO R PLAN MEANS OF EGRESS REQUIREMENTS 1 � 0 1 o D� OOiDA BUILDING Ca - - 2-HR RATED WALL r; 1 I w o '1535 )I-I o A1.1 SCALE: 1/8„ _ 1,_0„ ER F"#. �, o 0 2atrways*h�adlr �, - w x I � HB G 1 HB v 1 �Iltnlp& �-- HOSE BIBB ,, 1 o 'i% 1 DS 1 0 105E 0 I I I00 DATE ISSUE E B28 AUG 2014 REVIEW BOLLARDS SEE ♦ 10,X14' DOOR DETAIL 3/A4.1 10 -0 39,_0„ PERMIT 1 17 JUN 2015 REV-1 (EDGE OF SLAB) A4.1 1, „ 37'_0„ 1 0" 5 A3.2 STEEL GIRT (n LUM •,•,,,,� N Cn FLOOR DECK FLOOR DECK MTL DECK MTL DECK � (� CV Z BRACE TO STRUCTURE BRACE TO STRUCTURE MTL STUD RUNNER O _ M Q w WILL- r AS REQUIRED AS REQUIRED FIRE SAFING ATTACH TO DECK FLOOR DECK u- _ Q j —� 8"BATT. INSUL,TYP. 8"BATT. INSUL,TYP. INSULATION FIRE SAFING INSULATION MTL STUD RUNNER C'3 LU W — Q- O � ATTACH TO DECK Z ?� Z �.� STEEL JOIST J .. W I 777T71-7777777T7 o U � � 4 _ LL CEILING WHERE OCCURS CEILING WHERE OCCURS CEILING WHERE OCCURS = W O SUSPENDED ACT CEILING WHERE OCCURS m U' 3 Q W V SEE REFLECTED CLG PLANS SEE REFLECTED CLG PLANS SEE REFLECTED CLG PLANS � NEW ACT CEILING TILE 0 SEE REFLECTED CLG PLANS Q U F- Q a- CD 1 LAYER 5/8"GB EACH SIDE 1 LAYER 5/8"MOISTURE CEILING WHERE OCCURS 1 LAYER 5/8"TYPE"X" 2 LAYERS 5/8"TYPE"X" Q LU = mW U_ i RESISTANT GYP BD SEE REFLECTED CLG PLANS YERS 518"TYPE"X" GYP BD. GYP BD "; „ 1 LAYER 518"TYPE"X" 2 � � U ~- O " EACH SIDE GYP BD EACH SIDE 1"LINER PANEL 1 LINER PANEL W J 2-LAYERS 5/8"TYPE"X" GYP BD ? o F- J O GYP BD EACH SIDE Z O Q _ Q % 3 5/8"MTL STUD, MIN.25GA @ 24"OC 6"MTL STUD, MIN.25GA @ 24"OC 6"MTL STUD, " � J fi MTL STUD 6 CT STUDS 1 5/8 MTL STUD, ''yi MIN.20GA @ 16"OC MIN. 25 GA 16"O.C. MIN. 20 GA " ~ " @ MIN.25GA @ 24 OC 3 5/8 MTL STUD, O A /� 31/2"ACOUSTIC 3 112"ACOUSTIC MIN. 25GA 16"OC � � � F- BATT INSUL. BATT INSUL. @ BATT INSUL. U_ BATT INSUL. OPTIONAL (OPTIONAL) BATT INSUL. = BATT INSUL. _ BATT INSUL. ATTACH TO FLOOR WITH ATTACH TO FLOOR WITH ATTACH TO FLOOR WITH ATTACH TO FLOOR WITH J ATTACH TO FLOOR WITH J ATTACH TO FLOOR WITH ATTACH TO FLOOR WITH FASTENERS @16-OC FASTENERS @16-OC FASTENERS @ 16"OC FASTENERS @16-OC FASTENERS @ 16"OC FASTENERS @ 16"OC O FASTENERS @ 16" PROJECT NO: 1324 'n CONIC SLAB FINISH AS CONIC SLAB FINISH AS CONIC SLAB FINISH AS CONIC SLAB FINISH AS CONIC SLAB FINISH AS CONIC SLAB FINISH AS CONIC SLAB FINISH DRAWN BY: LCM SCHEDULED SCHEDULED SCHEDULED iL 11 SCHEDULED SCHEDULED SCHEDULED SCHEDULED CHECKED BY: JTC SHEET NO: NON-RATED,NON LOAD BEARING STUD WALL NON-RATED, NON LOAD BEARING STUD WALL RATED, NON LOAD BEAR NG STUD WALL-2 HR RATED, NON LOAD BEARING STUD WALL-2 HR RATED, NON LOAD BEARING SHAFT WALL-1 HR RATED, NON LOAD BEARING SHAFT WALL-2 HR NON LOAD BEARING WALL N UL#U419 UL#U 419 UL#U419 UL#417 y„! TYPE PARTITION TYPE PARTI ION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE PARTITION TYPE v PARTITION SCALE: 3/4 - 1 -0 SCALE: 3/4 - 1 -0 SCALE: 3/ - 1 -0 SCALE: 3/4 - 1 -0 SCALE: 3/411 - 11-011SCALE: 3/4 - 1 -0 SCALE: 3/4 - 1'-011SHEET 1 2 AL 4 5 /NH� 1 2 3 4 5 ,,21 s, 1 JASON CANNING C) �•1 I ARCHITECTURE PLANNING INTERIORS ' -ice 5 9 8 7 6 4 .. 3 2 1 � - 4 1713 Furman Road ,u „ , .. „ „ „ 1 0 19 -0„ 18 -0 27 -0 27 -0„ 20 -0„ ,21 -0 19 -0 20 -0 Jacksonville, Florida 322171 -0 T: 904.755.558914, 173'-0” F: 904.406.7227 jason@canningarch.com „- (FACE OF GIRT) �� C I 91'-0” 82 _ (FACE OF GIRT) (FACE 0 GIRT) E ry/ d. 2 1 y�H. D I I I I I D PROJECT ARCHITECT A3.2 A3.1 • JASON T.4CANNING A A p, = o I rill /i C STUB-UP FOR o6 y Jac f Y oo I °° v 110 r1 r FUTURE PL MBING w4 _ D DS •i i• � %yiiin 3 CANOPY F 200E — I BELOW I I FLORIDA LICENSE NO.AR95310 -' A °' a ' ZODOD 1 o A3.2 c� �-. %�! r- 01), 1 I I I 0 I 201 C 0 0o O ,L I O 49-5” 5'-4" 2 0 I I 10 OD S GE {S AFT)' FUTURE OFFICE ;r, to in 00 0 0 200 20 B it 10 OPEN TO r, --� BELOW I I X I I I W4 I y I ao 4 C � 2 { _ ,1,,. s D E 200A A5.1 I 3 I "-/// A2.1 I ON I SILO PROJECT TEAMC „,E o ,,,. DN G STA! — — — — — k IT I I D _ D o 0 1,_2„ 6,_0” 7,_0„ 7,_0" 6,_o„ N 18'_8„' 1'-2” 134 -0 (FACE OF GIRT) Design No.X536 ARCHITECT , March 12,2015 JASON T. CANNING y, L 904.755.5589 --� �•1 Rating-1,2,3,and 4 Hr(See Item 4) I SECOND FLOOR PLAN *Indicates such products shall Bear the UL or cUL Certification Mark for jurisdictions 1 I employing the UL or cUL Certification(such as Canada),.respectively. { O A1.2 SCALE: 1/8" _ 1 1-01, .,� Z t. o o _ _ .............. r 1 �� - -- I --. LANDSCAPE ARCHITECT -y JANET WHITMILL STAIRWAY I N Y< I JANET O.WHITMILL,'R.L.A., INC. S A RWAY CONSTRUCT O E l .., 904.398.7688 5, SHALL BE AS PER SECTION OD .% __l.._ _ OF.THE FLORIDA BUILDING CODE r_- r CONSTRUCTION NOTES ��� DATE ISSUE w� B 28 AUG 2014 REV! l ............................................................................................................................ 1. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BEAN ACCORDANCE WITH APPLICABLE 1 APR 15 ��•��.�_�IT E r �/NF CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 1.Steel Column-Min.size column W10X49. ,15 JUN .. REV-1 .1 1 -0 19 -0 18 -0 1 -0 2. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS 2.Structural Framing Members Galy.steel clips spaced 4 ft OC and 1-1/4 in.from top and -� FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS bottom of column. 12 AUG 2015 REV-3 t. I „ NOTED OTHERWISE ON THE PLANS. r j 39 -0 3.Support Angle-No.25 MSG galy,steel with 1-1/2 in.legs placed over clips before first layer of (FACE OF GIRT) gypsum board and after the second layer of gypsum board when three or more layers of gypsum f 3. DIMENSIONS ARE TO FACE OF STRUCTURAL FRAMING, UNLESS OTHERWISE NOTED. board are used.Angle secured to clips and gypsum board using 1-5/8 in.self-drilling,self-tapping r steel screws,spaced 4 ft.OC and 1-1/4 in,from the top and bottom of the column.Angle cut 1 in. F 4. DO NOT SCALE DRAWINGS. WHERE NO DIMENSIONS, OR DISCREPANCIES OCCUR, VERIFY CORRECT LOCATION WITH ARCHITECT PRIOR TO ERECTION,; .FABRICATION OR INSTALLATION. less than asembly height.Spliced in angles to occur over clips. f w 4.Gypsum Board*-5/8 in.thick board,one to four layers,see below and Item 5,corner bead. 5. PROVIDE PROPER SEPARATION BETWEEN ALL DISSIMILAR. MATERIALS. W DOOR SCHEDULE CGCINC-Type CorlP-x2 _J N Z yy"� DOOR NO. SIZE MATERIAL LABEL REMARKS 6. ARCHITECT IS NOT RESPONSIBLE FOR ANY UNFORSEEl CONDITIONS DISCOVERED ONCE (� N Q ' ' " DEMOLITION BEGINS. UNITED STATES GYPSUM CO-Type C or IP-X2 O — M J 100 3X7 AND 5X7 MTL GLASS TOTAL OPENING -0 1006 4'X7' PAIR HM 90 MIN. (D cf) 100C 3'XT WOOD 60 MIN. 7. THERE SHALL BE NO DEVIATIONS FROM ARCHITECTURAL DRAWINGS WITHOUT WRITTEN USG MEXICO S A DE C V-Type C or IP-X2 Z j W 100D 3'XT WOOD APPROVAL OF THE ARCHITECT. p O O AF 1 Hour Rating _, V _J " ti ddddddd� 101 29-8"X79 WOOD First layer attached with 1 in.long self-drilling,self-tapping,type S steel screws attached W O 8. BLOCKING IN PARTITIONS SHALL BE PROVIDED .IN ALL '.AREAS WHERE REQUIRED, WHICH W �� 102 2'-8"X7' WOOD through the gypsum board and the clips(Item 2),screws spaced 12 in.OC and 1-1/4 in.from the 00 � = J WILL INCLUDE, BUT IS NOT LIMITED TO, OPEN AND CLOSED SHELVING, COAT POLES AND J �— U LL 103 3X7 WOOD 90 MIN. ROVIDE ADACOMPLIANT HARDWARE SHELVES CABINETRY TENANT SUPPLIED WALL MOUNTED FURNITURE SYSTEMS COUNTERS, top and bottom of the column. Q U Cn Q 104 3'X7' WOOD OVIDE ADACOMPLIANT HARDWARE I- W = m 0 GRAB BARS, FIXTURES OF ANY KIND, AND MOLDINGS/TRIM: 2 Hour Rating W ' 105 3'X7' PAIR MTL GLA g J F- Z - Second layer attached with 1-5/8 in.long self-drilling,self-tapping,type"S"steel screws attached 0) U 1056 3'XT HM W o 1- O �� 9. GC SHALL PROVIDE AND INSTALL ALL PARTITIONS TO MEET APPLICABLE BUILDING CODE through gypsum board and the clips,screws spaced 12 in.OC and 1-1/4 in.from the top and Z -/ 105C 3�X7� HM REGULATIONS AND AS DESIGNATED ON DRAWINGS BY THE ARCHITECT. bottom of the column. Z O dp V , j 105D 8X8 MTL OLL-UP DOOR J W -, 105 10'X10' MTL OLL-UP DOOR 10. GC TO VERIFY ALL DIMENSIONS IN THE FIELD. 3 Hour Rating O A 105E 10'X1 4MTL LL-UP DOOR Third layer attached with 1 in.long self-drilling,self-tapping,type S steel screws attached A 106 3'X7' WOOD 60 MIN. 11. DIMENSIONS NOTED AS "CLEAR" SHALL BE FROM FINISHED FACE TO FINISHED FACE. through the support angle and gypsum board,screws spaced 12 in.OC,starting 9 in.up from the 1068 3'X7' HM bottom of the column.Screws placed a min of 1 in.from the edge of the board and a max of "IL 1-1/4 in.from the edge of the board. �,,,, 12. FINISHED DOOR OPENINGS IN ALL PARTITIONS SHALL 'BE SET 4 FROM ADJACENT ,.,,,s 00 3X7 WOOD 60 MIN. PERPENDICULAR PARTITION UNLESS OTHERWISE NOTED. 4 Hour Rating PROJECT NO: 1324 H-- OOB 3'XT WOOD 90 IN. a Fourth layer attached with 1-5/8 in.long self-drilling,self-tapping,type S steel screws attached �� OOC 3'XT WOOD 20 MIN. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF EXISTING WALL SURFACES DRAWN BY: LCM through the angle and gypsum board,screws spaced 12 in.OC,starting 6 in.from the bottom of 00 3'X7' WOOD TO R,F_CEIVE NEW FINISHES AS SCHEDULED. the column.Screws placed a min of 1 in.from the edge of the board and a max of 1-1/4 in.from CHECKED BY: JTC 00 8'X10' MTL 90 MIN. the edge of the board. SHEET NO: 8'X10' MTL ROLL-UP DOOR 14. GC TO FIELD VERIFY EXISTING WATER, SEWER AND ELECTRICAL SERVICES AND CONNECT --- NOTES: ' AS REQUIRED. 5.Corner Bead-No.26 gauge galv steel,1-1/4 in.legs attached to gypsum board with 4d by 1-3/8 in.long nails,spaced 12 in.OC,starting,6 in-from the bottom of the column.Nails placed a PROVIDE THUMB TURN LOCKS ON THE INTERIOR OF ALL EXTERIOR DOORS min.of 3/4 in.from the edge of the board and a max of 1-1/8 in.from the edge of the board.For each hourly rating,corner bead is to be applied after the final layer of gypsum board(Item 4)as well as one layer of joint compound. 0 y � p SHEET � - 1 2 - s/y JASON CANNING ARCHITECTURE PLANNING INTERIORS 1713 Furman Road Jacksonville, Florida 32217 y N''- T: 904.755.5589 17 F: 904.406.7227 jason@canningarch.com E /i D PROJECT ARCHITECT JASON T. CANNING NN` g 8 7 fi 5 4 3 2 0 - - - - - - - - - . r-. ,1�t._,l�l'�3_. � 0 A - - - - - - - I �\ .... ti� ' FLORID NSE-N6AR95310 s • I I ���� I I 1 I 1 I I 1 I 1 _ - - - - I I L--J ,�� ��, I I I I I I I I I I 1 1 1 F I I I IIX I I 1 I I 1 1 1 1 1 I I I I I I 1 1 I 1 I 1 1 1 I 1 -�.I I • - iqI I I I I I I I I I 102 101 ILiT YOFFICE OFFIC 'i , ( IIIIIIIIIIIIII ' B 1a —I 1 —1 —I �- —I I —I —1 1 —1 131 I I I I I I I I III I ( I I I I I I I I I I I I 1 v���//•. I I I I I I I 1 I I I I I I I 17 L I I I I I I I I I I I I I II • I I I I I I I 1 1 I I ( I I I I ' � I /NNn 1❑ ❑ �I — 1 I I 1 — I I — 1 1 — 1 I I I I I 1 — I ,— .—.— — 1 1 — — L I FTI B5 115 / 1 1 I I I I I 1 1 I I 1 1 I I I I I 1 I I I I I I ( 1 1 4'_ „ ' IIIIIIIIII11111 , ''/, // 105 I I I I I I I I I I C WAREHOUSE I ii i i I I I I 1 1 I I I I I 1 1 I 1 I STORAGE I ILiI I I I I jh I I I 1 1 I I I 1 1 I I I I I ❑ ❑ iii I I I I I I I I I I I I I I 1 1 , I I -h- PROJECT TEAM s y C I 11'1 I I I I I I I I I III oM 1 I V I I III ' ' ' I I ' ' i i i 1 I '1 1 1 I I I I I 1 1 1 I I 1 I I II I I I I I I I I Ul I 1 , 1 I I I I I I I I I I I I I I I �j•/•• - 1I I I I I I I I I I I I I 1 I I I I I I 1 1 I ,•,,,, I I I I I I I01 II I I 1 I I I I I I I 1 I I I I I I I D I 1 I I ■' ' ARCHITECT ' ' I I I JASON T.CANNING LIGHT FIXTURES MOUNTED 904.755.5589 % AS HIGH AS POSSIBLE I I I BETWEEN FLOOR JOISTS ,/ 0 0310 ' FIRST FLOOR REFLECTED CEILING PLAN ' 1 ELECTRICAL SYMBOLS LEGEND °2 �•2 SCALE: 1/8" = V-0" 1 I 2X4 CEILING TILE CEILING PLAN NOTES A. IF A DISCREPANCY OCCURS BETWEEN FIXTURES AND 2X4 LIGHT FIXTURE DATE ISSUE 0 o B B LOCATIONS ON ARCHITECTS DWGS, THE GC SHALL NOTIFY i I ARCHITECT FOR CLARIFICATION. 8' FLUORESCENT LIGHT FIXTURE 15 APR 2015 PERMIT B. ALIGN ALL THERMOSTATS VERTICALLY ABOVE LIGHT SWITCHES i I 5'-4" AFF. COORDINATE WITH MECH CONTRACTOR. IF C37) Nig SUPPLY DIFFUSER THERMOSTAT OCCURS WHERE NO LIGHT SWITCHES OCCUR, COORDINATE LOCATION WITH ARCHITECT. ; b ' RETURN AIR GRILL 0 0 C. WHEN MORE THAN ONE LIGHT SWITCH OCCURS IN ONE 0 01 LOCATION, GANG SWITCHES TOGETHER WITH A COMMON SWITCH COVER PLATE. E - - o � EXIT SIGN ,xyti 0 0 I I D. THE GENERAL AND ELECTRICAL CONTRACTORS SHALL CHECK %i ALL CEILING HEIGHTS AND CEILING PLENUM CONDITIONS FOR ® RECESSED DOWN LIGHT ,N-., CLEARANCE OF DUCT WORK, LIGHTING, AND OTHER . OBSTRUCTIONS TO INSURE THE FINISHED CEILING HEIGHT SHOWN JUNCTION BOX co ON ARCHITECTS DRAWINGS. ANY DISCREPANCY SHALL BE �y BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO J N pop COMMENCEMENT OF WORK. , (� THERMOSTAT 0 E. LIGHT SWITCHES TO BE 48" AFF TO CENTER LINE AND L _ F- Q � " OUTLET C9 W U 0 z LOCATED A MAXIMUM OF 6 FROM KNOB SIDE OF DOOR FRAME z > W 0 ,NN. OR A MAXIMUM OF 6" FROM OPEN EDGE OF DOOR UON. p 3.0 0 O J SWITCH tl- LJJ - - -J U �W J F. MECHANICAL AND ELECTRICAL DESIGN AND CONSTRUCTION TO {�3W = H BE PERFORMED BY A LICENSED ELEC AND HVAC CONTRACTOR. LL EXIT/EMERGENCY COMBOQ U � Q III- 0 G. GC TO VERIFY ELECTRICAL REQUIREMENTS WITH OWNER. W W = 00 W '% J F— W F- ANN EXTERIOR FLOOD LIGHT W o U. () W 0 Q W 0/0 z • EXHAUST FANQ LL s A Ax 11 /Nry PROJECT NO: 1324 DRAWN BY: LCM CHECKED BY: JTC ,NJFG SHEET NO: Sr. SHEET yN) Z 2 3 4 5 4 52 1 JASON CANNING .,y / ,i ARCHITECTURE PLANNING INTERIORS 1713 Furman Road ,---- Jacksonville Florida 32217 T: 904.755.5589 f f yi�i"' F: 904.406.7227 jason@canningarch.com / ' "H/. D PROJECT ARCHITECT D JASON T CANNING - - - - - - - - - - - 0 _ — — — — — — — — /y Li U10 ,w .�. .C'. - I I FLORIDA' _-N .'AR95310 `2 /dam >0 I STORAGE 'i') fir, 201 I 11 FUTUE 200 OFFICE I STORAGE ,//", I'll �,,,. UPy"---- 0 PROJECT TEAM Itl c 051 EL1111, C I WINjtj' I ' — — — — — — — — — i'; ARCHITECT y I I JASON T.CANNING 904.755.5589 0 SECOND FLOOR / Lot" REFLECTED �CEILING PLAN SCALE: 1/8" 1'-0" H� Iuhi�/i I I •%("% L j 0 %,//". ELECTRICAL SYMBOLS LEGEND CEILING PLAN NOTES DATE ISSUE --/ B , y�yiii�=� 2X4 CEILING TILE 28AUG 2014 REVIEW y B 15 APR 2415 PERMIT A. IF A DISCREPANCY OCCURS BETWEEN FIXTURES AND SNF _ T T LOCATIONS ON ARCHITECTS DWGS, THE GC SHALL NOTIFY - ARCHITECT FOR CLARIFICATION. 2X4 LIGHT FIXTURE B. ALIGN ALL THERMOSTATS VERTICALLY ABOVE LIGHT SWITCHES 5'-4" AFF. COORDINATE WITH MECH CONTRACTOR. IF 8' FLUORESCENT LIGHT FIXTURE z THERMOSTAT OCCURS WHERE NO LIGHT SWITCHES OCCUR, COORDINATE LOCATION WITH ARCHITECT. SUPPLY DIFFUSER cn N MORE THAN ONE LIGHT SWITCH OCCURS IN ONE Uj WHEN W N J C. •'ice' LOCATION, GANG SWITCHES TOGETHER WITH A COMMON SWITCH RETURN AIR GRILL J c� COVER PLATE. 0 U N 'w ® EXIT SIGN (.9 W w z 4, y/H D. THE GENERAL: AND ELECTRICAL CONTRACTORS SHALL CHECK z > 3: 0 Q J ALL CEILING HEIGHTS AND CEILING PLENUM CONDITIONS FOR o U 1.— aj U. — OTHER ® RECESSED DOWN LIGHT 5 — w W / CLEARANCE OF DUCT WORK, LIGHTING, AND w� _ V y OBSTRUCTIONS TO INSURE THE FINISHED CEILING HEIGHT SHOWN ON ARCHITECTS DRAWINGS. ANY DISCREPANCY SHALL BE Q JUNCTION BOX Q U co W Z W W = m O W y BROUGHT TO THE, ARCHITECTS ATTENTION PRIOR TO J � U V F— COMMENCEMENT OF WORK. loop. THERMOSTAT W o P: W L) O w Z UP) zQ J E. LIGHT SWITCHES TO BE 48" AFF TO CENTER LINE AND ~ LL OUTLET 0 Q LOCATED A MAXIMUM OF 6" FROM KNOB SIDE OF DOOR FRAME A 2 W OR A MAXIMUM OF 6" FROM OPEN EDGE OF DOOR UON. .s A SWITCH ��— D; F. MECHANICAL AND ELECTRICAL DESIGN AND CONSTRUCTION TO BE PERFORMED BY A LICENSED ELEC AND HVAC CONTRACTOR. EXIT/EMERGENCY COMBO PROJECT NO: 1324 DRAWN BY: LCM G. GC TO VERIFY ELECTRICAL REQUIREMENTS WITH OWNER. CHECKED BY: JTC EXTERIOR FLOOD LIGHT = SHEET NO: •'"'"• SHEET 01 Viz'! 3 1 2 i 1 2 3 4 5 r JASON CANNING ,y r ARCHITECTURE PLANNING INTERIORS METAL ROOF : 1713 Furman Road :H it J. ck / , ville, Florida 3 2217 �_ : : Jason „� : 8 it i: ./ ; FLOOD LIGHT �, F STEEL =mss F• 4406 7227 TOP OS » it it it it it it tI s an h m 'a n nin l c ar g EL.241-6it it it t t it it it ti t it t Iit.it. q it : TIER AND _ . TOP F STEEL O :: :: it y-, .. .it 11 .. .. .. .. .. .. :, .. .. ., .. :: .. .. r : :: Dit itOWNSPOUT OUT : . .. _... . :... .,. it it it it it ii :t m :: ;; EL.21'—l" r D it it _ . _ : PROJECT ARCHITECT it it it ".. it it ; JASON T CANNING it it it . . : . . .... ... .. • it it it ,. h #� ND FLOOR it it .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. :: .. D 2 . y 9 1 Y R C j .q. A _ : !r a i P' / r_ r i i .w t t s Y. i e} ; ,'. .. .. :: ', .. � :: � � �'�: '� .. � •ri%iii. . - •%,i% LIC r . •• 1ST FLOOR , EL. 0'-0" TWO COAT SYNTHETIC STUCCO SYSTEM METAL SIDING 10'X10'ROLL-UP DOOR ;1i 21'-0" 1 NORTH ELEVATION _ SCALE: 1/8" — 1'-0" r,. syr, METAL ROOF 0 PROJECT TEAM �y : C / C AgK _ I : TOP OF STEEL .. - EL.24-6 : : { „ OF TO FSTEEL _ EL.21-1 . . .. :. TIER AND OWNSPOUT: :. .. .... .. . .... .-.: -. TWO COAT SYNTHETIC : : .. . .. STUCCO SYSTEM I : , : _ -- 0 2ND FLOOR - 11 -- - EL. 12 ARCHITECT JASON T. CANNING _ ; „i - _------ t904.755.5589 i : : :. .. .. .. . .. . . - METAL O FIT ,i ----- -- - _. . : ------------------------------ .. O r- I ,; " - - COLUMN ENCL. i : : : : _.... ; : LJ]L OL -- — —. 1.ST FLOOR TWO COAT SYNTHETIC EL.0'-0" JANET WHITMILL 10X14' ' ROLL-UP DOOR METAL SIDING STUCCO SYSTEM JANET O.WHITMILL, R.L.A., INC. 904.398.7688 2 so'-8 SOUTH ELEVATION �•1 SCALE: 118" = 1'-0" DATE ISSUE B 28 AUG 2014 REVIEWY 17 JUN 2015 REV-1 METAL ' ROOF W M JCN N I v C'7 : itOL TOP OF STEEL ,• EL.24-6 !- : _ SIGN C7 W i TOP OL EL.21'-l" OF STEEL _cJ Z / 11" itt 0 4 21 I� �I J J / CONTROL JOINTS w LL GUTTER AND : EE DETAIL A4. W , U .•U. U Hein J H U = DOWNSPOUT '' ! METAL tw •'.:• .-- - I— Q „ . SIDING :: : : :: :. .. :.. :. :. .: :: :: .. . .' •:_ .: r '�-' _. . . .- ---'° :--�- ':.� -.- '- : .. .. .. .. .. .. .. .. ' _ AWNI Y .- :- . .:..• .. .. .. ..:.:...:.. :.•-•..:•_:'.. '.' � -..-• � --' 2ND FLOOR W m : : METAL -- - - SIDING --------------------------------- - - - : OTHE S CJ ELtui ui . 12-0 O --- - _ :. .. .. .. .: —— —._ — ;: :::,: is .. .. - - - � W zf . . .. . TWO COAT SYNTHETIC Z ' Q =�� y STUCCO SYSTEM s : . .. . o OBOLLARDS SEE Q ------------ DETAIL 2/A4. ,ry A o x po • : - 1 ST FLOOR .: Lj 1 ST FLOOR ► ! EL. 0'-0" COLUMN ' PROJECT NO: 1324 10'X10'ROLL-UP DOOR ENCL. DRAWN BY: LCM ' T ELEVATION 4� EAST ELEVATION 3 WEST CHECKED BY. JTC — �•1 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" SHEET NO: �j a SHEET 0 5 . _ , 2 3 4 5 //,,,3 /,,,, 'o%D II%: // 1. JASON CANNING 01 r s .. u/i . ARCHITECTURE PLANNING INTERIORS :.i D A .. %;N/,• 11%% _ FIRE CAULK 1713 Furman Road ;y,,,, Jacksonville, Florida 32217 �''' H/% 12 I METAL ROOF T: 904.755.5589 ,"; 2 F: 904.406.7227 ' yy, 'ason cannin arch.com - 1 @ g ,,,. r • - I ��,, :11S %iiiii '' 1311� �i ROOF INSULATION — TOP OF STEEL �_ n D D EL. 24 6 PROJECT ARCHITECT ,--- ;;;;; 11 . . : � : � � : : I . � : : � i I s . . : : : 11,11" \\�— JASON CANNING GUTTER AND . , -,,,,. : ,�A y ,� DOWNSPOUT : : I I . : : : : : : : ; : : i : : . : : : : . . . : i i : i : . I . I : : . L i LSECOND FLOOR CEILING .� 3sta%#Itip*'q /!wi I-I FT 1 ,,.,,.i 4\� . ./% S HAFT 1. 0 ,. -',, T� e' 11 \ tom►° �[y e s."� 'j.� �11 -y r,M1 1t ~ 4'� r- ,ilii. . — /... C : a ;' .i,H,i - ,� R ''` �► : i '.1. , i r e 113 1 �a 1 R - P R ,_ . OLL U D00 i. 3 T Al: 2 iN BEYOND LIFT DOOR 4.' FLORII�'Pr LICENSE NO.AR95310 ,j rl ,% - io : RAMP BY LIFT MANUF. � "CD ///H . : N N -%% iii : : : � : : : : : : : . . : : : I . 1 : - : : � : : : : ! : � : : : : L -. — TOP OF JOISTS 11 o EL: 12�_��� // --+y yr's N r METAL SIDING i%�� -3; . '% : si l . �,,,, �,,,. I M COLO N HOIST TOW ER . /, 0 D /i/� BEY N : <- � ,,,, 0 �, o16,11 LIFT DOOR �,y „� D : , D PR E T T AM 1/1,131, 4 A OJ C E AR P NELS GU D DLI I e /-- C A3.2 C o D e :o ° : ° ■■ RAMP BY . ° a! • LIFT MANUF. LIFT PLATFORM /,,, /, A - . a p '/ P p e• ■ 1 D e ■ — 1ST FLOOR ■ ■ . �,.,. . 1 BUILDING SECTION11 scALE: 1/4"=1'-0" A3.1 SCALE: 1/4.. = 1._0,. , /moo, . 0 2.5' S' 10' ARCHITECT 'i • JASON T.CANNING i 9041. .755.5589 --� `� 1�31", 11 . ,,> . " ,/,i . „�/„ ,/i �, ,i 9 7 LANDSCAPE ARCHITECT "", . JANET WHITMILL !': , . /) JANET 0.WHITMILL, R.L.A., INC. METAL ROOF 904.398.7688 !l°' BEYOND 0, . /11� - - -�f �--// v3-/8 TOP OF STEEL ,,G — / r-r EL: 27'-3" METAL ROOF ��, ;�� _ DATE ISSUE //� B 1. — B �� ..�- ,r' AUG ��„by f REVIEW '103�v / f PERM,15 APR 2015 /i/� 111,31 ' 17 JUN 2015 REV-1 .', „�� TOP OF STEEL I ,,,,, EL: 1._1LL /� ,�%i ROOF INSULATION ///H/. - : ';%�S : /: 1 . U) GUTTER AND %' : METAL SIDING °������ - DOWNSPOUT %.,.,� •NH.Y,L e . I„I„I h,,,% �y a ��� I J , . U N Z 1 . O Ch O L— S/HH. COLUMN BEYOND LL .1 . . C7 W - F- im METAL SIDING Z > W U ,hH„ �,,� 0 / - oU � -j W ,% \ : : : i : : : : : L : : : : : : � : — w U) m � � z WAREHOUSE �-- Q V %(/j a U Z s/ W W W — y' I=- 00 v ?� Wrn J :� o — ,, Z O 0 ;0 W �� . Z 'G/i oor Q /,,, A s„%„ A 4 A3.2 11 CONC SLAB - - / : '; 1. 1ST FLOOR — I _ y _ 1 . I- ,,,, 1311 I EL: 1. �� P ROJ E CT N O: 1324 ”"'/ h) ��� % , f �` DRAWN BY: LCM e- I /` @ : '�'������'` CHECKED BY: JTC '/ 11 I N BUILDING SECTION . SCALE: 1/4"=1'-0" SHEET NO: 2 A3.1 SCALE: 1/4 = 1'-0" "" M ' 0 2.5' 5' 10' '„ ■ . SHEET - -' %///S -- ., /,//„s . 1 2 3 4 5 1 2 4 63, JASON CANNING ARCHITECTURE PLANNING INTERIORS 1713 Furman Road /.. Jacksonville, Florida 32217 j,''' T: 904.755.5589 ;r F: 904.406.7227 - y jason@canningarch.com D PROJECT ARCHITECT, ROLL-UP DOOR EL: SEE FLOOR PLANS JASON T. CANNING y t y t � ♦ `� -,i{iii/: A METAL ROOF METAL ROOF � ROLL-UP DOORS Q RAKE TRIM SEE FLOOR PLANS RAKE TRIM � • - SIZES AND LOCATIONS . ' FORS S TOP OF STEEL FLORE IS NO\AR95310 VARIESTOP OF STEEL � ��C s n- 1 VARIES .r �F STEEL -„/r" 3/4"STUCCO FINISH ON 3/4"STUCCO FINISH ON PAPER-BACKED MTL. LATH I PAPER-BACKED MTL. LATH OVER 5H,/ OVER PEEL-AND-STICK PEEL-AND-STICK MASTIC OVER MASTIC OVER 518" - 5/8"PLYWOOD SHEATHING PLYWOOD SHEATHING !> OVER METAL SIDING // OVER METAL SIDING SUSPENDED SUSPENDED ACT ACT / `�'�� METAL SIDING P/ 6" DIA. PIPE BOLLARDS METAL SIDING % SOLID FILL - � SEE DETAIL 2/A4.1 I PROJECT TEAM ¢" C ♦ Oftwm M 1 000 / C ­4 S STOREFRONT STOREFRONT— WINDOW SYSTEM A5.2 / A5.2 WINDOW SYSTEM 2 31 A5.2 METAL SIDING COLUMN BEYOND A5.2 '" 3 A5.2 J. ,,,� / 5/8"GYP BD 5/8"GYP BD ♦ / ARCHITECT • . .a `'"': JASON T.CANNING 15/8"METAL STUDS ;> 904.755.5589 °�� 1 5/8 METAL STUDS o / AT 16"O.C. AT 16"O.C. / i, 1131/ STEEL JOISTS TOP OF JOISTS TOP OF JOISTS — TOP OF JOISTS — " — EL:12'-0" moi'' EL:12-0 EL: 12'-0" „i 5 SECTION AT ROLL-UP DOOR I S :-,� �:. A5.2 A3.2 SCALE: 3/4" = 1'-0" I BRACE SIM. /101), AS REQ' iy NESTED METAL 3/4"STUCCO FINISH ON ""'' STUD HEADER _ PAPER-BACKED MTL. LATH OVER -::CEILING WHERE OCCURS PEEL-AND-STICK MASTIC OVER 0 METAL SOFFIT SEE REFLECTED CLG PLANS ��,G 5/8"PLYWOOD SHEATHING � STUCCO SOFFIT DATE ISSUE STUCCO JAMB BEYOND B 28 AUG 2014 REVIEW 15 APR 2015 PERMIT GYP BD JAMB Io o BEYOND R 3/4"STUCCO FINISH ON COLUMN ENCL. BEYOND CV N N PAPER-BACKED MTL. LATH GYP BD ON METAL STUDS �— " `— i; OVER PEEL-AND-STICK MASTIC WHERE SHOWN ON PLANS LEAR GLASS IN 5/8 GYP BD CLEAR GLASS IN ON METAL STUDS ALUM STOREFRONT � LUM STOREFRONT ', YSTEM %„ s I I SYSTEM INSULATION METAL SIDING I BASE AND FLASHING ti 5/8"PLYWOOD — BY METAL BLDG. MANUF. SHEATHING I 4"X4"CONC CURB J CN FLASHING SEE PLAN FOR ch LOCATIONS ( ( _ F- Q CONC SIDEWALK W W — J '� SEE CIVIL CONC SLAB CONC SLAB Z O I I CONC SLAB SEE STRUCTURA CONC SLAB 1ST FLOOR — > � O 1 ST FLOOR — • EL:0'-0" 1 ST FLOOR _ �- LLI • W w •' ` 1 t Q �. a, a .' •• '+ a .l' EL:�-0 ' a q. a i A ► Ja ` ► ► • `r.' /y 2 W i cn DOWELL DRILLED AND EPDXIED '�• ' '� �\� • /\/\/\/\/�\• /moi/ / / / W "INT EXISTING TURNDOWN _J F- J Z 6 O o Im U " \// W — Q SLAB AT 4'-On O.C. \/K o � Q Lu 0 Z 11701 Z � ch BASE DETAIL AT CONC CURB �' 4 0 A3.2 — " SCALE: 3/4 — 1 -0 Q ' A ALL SECTION 2 WALL SECTION WALL SECTION 3 I ' _ A3.2 �� _ A3.2 1/211 _ 1 _ �-2 CALE: 1/211 - 11-011SCALE: 1/2 - 11-011SCALE: - ' 0" PROJECT NO: 1324 �� D RAW N BY: LC M CHECKED BY: JTC SHEET NO: ,i • _ %''/moi %%%/. SHEET .y i 1 3 4 5 -4 5 1 3 �s ROUNDE TOP 3 JASON CANNING III") ,) 9 1/2" 8'-3 1/2" HOT OUT / � / ARCHITECTURE PLANNING INTERIORS " f. FACE OF COLUMN BEYOND 6"DIA. PIPE BOLLARD 1713 Furman Road EXPANSIONCONC FIL ED Jacksonville, Florida 32217 =,'� COLD IN A 8 CURB TANK I I T: 904.755.5589 15'-6" F: 904.406.7227 0 2 jason@canningarch.com ; 5" CONC. PAD ' VALVE I Ln 00 0 T. \ / \/ / /\/\/\ \ / / / D PROJECT ARCHITECT CONC SLAB co = /// / / / I / NAV SERVICE o \ \ \ \. 011 a, .F a v . a a v SINK ( of I O WATER HEATER 'v 2 I ' D DI i a ` 0 a ___ io A0.1 4 -6 2i LO COMPACTED FILL w a _.. , 40-5" I I I .; SHAFT) - A " crARAMP DETAIL . 3/8 ALL THREAD SUPPORT ROD. I T Y L EXTEND AND SECURELY CONNECT - A5.1 r TO STRUCTURE. , 103 v 10 E _ FLORIDA LICENSE NO.AR953 DRIP PAN � _ ' - �E I� _ 00 tz Ll N 3/4"DRAIN TO SERVICE SINK ° I z I Q V) U TOP OF SHELF v c E Iq CD 6'-6"MIN.A.F.F. a 2'L-0"' w I I -,� DRAIN TO v a r EWC EWC � v _ . v. 05 EXTERIOR DOUBLE NUT ON B•5 /// THREADED ROD LEG EN D ./iii../. BOLLARD DETAIL 3 " A4.1 AO'1 1 RATED WALL 24"X 3/4 PLYWOOD SHELF �— —HR ATE _ �_��, PAINTED. 16 GA METAL BRACKET 4'-10" 6 2—HR RATED WALL BLOCKING IN WALL SUPPORTS AS REQUIRED. 01 c r2ENLARGED PLAN ..,,,, A4.1 SCALE: 1/411 = 1'-0" 20 GA. STUDS C PROJECT TEAM ./'`/ I I 10/311, C ROLL—UP DOOR 6"0 X 11 '-0" PIPE BOLLARD AT RAMP II Vii/ 2 COAT STUCCO SYSTEM PLATFORM 0 N LY EDGE OF DOCK PVC STUCCO CONTROL JOINT MECHANICALLY FASTENED WITH r HYDRAULIC LEVER GALVANIZED CONC NAILS 20'-0" 5'-6" �h 5/8"PLYWOOD ARCHITECT �� 4 WATER HEATER DETAIL SHEATHING �� _ � �� "PEEL AND STICK"WATER BARRIER III JASON T. CANNING %---- A4.1 SCALE: 3/4 - 1 -0 / \ /// 904.755.5589 ,�-- GALVANIZED PAPER BACKED LATHLj \ /\ \ \ \\ RAMP DETAIL 13116111, B ,s STUCCO CONTROL JOINT DETAIL A4.1 SCALE: 1/ 5 -011 '0i� Vii. %ilio DATE ISSUE 49-0 r,,� AUG 2014 5•,/4 ��,,.y/Ryy�;,��� B 105 I 15 APR 2015 PERMIT ,'/ WAREHOUSE/ ,y STORAGE ' „ 20, _0 51 - 6» 18»12 2 w UZI, • w C� Z „�, 1 DS SEE W I s DETAIL 2/A4.1 W ch w 8"CURB -J N r, w � v N U C0 O c� W LL _ �. Cn C9 W W o Cn � O Cn J < 111411 wCD Z ' r^ w w I W � �- •,, `O w w w BOLLARDS SEE RAMP DOWN pp W = J W DETAIL 2/A4.1 Q ~ c j Q ISO � V W Q w LC) � W W z m Z w O Q I A4.1 rB W o I= Z w W 0 Q -s Z � � 8"CURB 0 O q W / CD 2 j A � w w E DS 0 Q0 10'X14' DOOR 0 y,/ PROJECT NO: 1324 ry,� A DRAWN BY: LCM A4.1 CHECKED BY: JTC 2 ,... SHEET NO: = RAMP DETAIL SCALE: 1/4"=V-011 1 O A4.1 SCALE: 1/4"=1'-0" Z 0 2.5' 5' 10' ■ �,,, +A SHEET -,� 3 4 1 2 2 "ID �i , JASON CANNING ARCHITECTURE PLANNING INTERIORS - • 1713 Furman Road Jacksonville, Florida 32217 y b '-.,� T: 904.755.5589 3 4 F: 904.406.7227 jason@canningarch.com rHxy" ,�, ' I I — ■ D PROJECT ARCHITECT D fG T-3" 10 TREADS - 9'-2" 6'-0" JASON T �ANNING " %NH ■ tom.^ Q /ri ���o^t. _`'1` L`' r ,, •i lir. .,// 1.5 GUARD RAIL POST (2)LAYERS OF 3/4" AX ■ ■ >• � ■ ■ ■ ■ � ■ ■ � ■ ■ � ■ ■ ... ,r' PLYWOOD INSTALLED AT STEEL STRINGERS ■ - �-`3 /-�J ► RIGHT ANGLES TO JOS S Y ) METAL RISER ■ \ it ,:r .R:. s,', ;,i 1 r -i r 04 1.5"O D. HANDRAIL. _ ` ., •4; !' CONC.STAIR TREAD ,� 1 I ,' JOISTS @ 16"O.C.,SEE 1 11 ■ v _ FLORIDA`iceN�SE I4�J.AR95310 METAL BUILDING SHOP DN DRAWINGS r a , • JL J L ■ 1.5 O.D. HANDRAIL 1 y .*•. 7'• QQ Vii,,, 41. ;/ ` J I 1 I 0 U ' r f0 FLOOR DETAIL4 TAIR DETAIL r - 5 A5.1 1 H = 1 I-O" A5.1 " = 1'-0" I A5.1 1.5 O D.GUARD RAI 1.5"O.D.GUARD RAIL - ■ 1.5" D. HANDRAIL1 ■ _ STEEL COLUMN - U 1 DN 0 6 1y,, INSIDE FACE I ■ N STAI R _ 1 I ,,,, OF GIRT ` - N 1 0 4 4 1 PROJECT TEAM c cE 1'_p" 1.5"O.D. HANDRAIL 2 1/2„ E 18'-899 1 -2» 18'-8" , = STAIR : FLOOR ARCHITECT S �-% \ oG 2 JASON T. CANNING \ °z A5.1 SCALE: 1/2 = 1'-0" 904.755.5589 0 LANDSCAPE ARCHITECT I JANET WHITMILL j JANET O.WHITMILL, R.L.A., INC. / Q / 904.398.7688 '' , w4 3 '..; 01 / I ■ I �y r 2ND FLOOR / 1'-11" DATE ISSUE B EL: 12-0 n I I ■ 28 AUG2014 REVIEW i--- 15 APR 2015 PERM. I31 Y 00 ----J - 17 JUN 2015 REV-1 00 1 I ■ ■ ■ � ■ ■ ■ ■ � ■ ■ � ■ ■ � ■ ■ iiii ! i ! iii ii ! ! ii iii I ,//i/ HANDRAIL AT � - - - - - - - - - - - - ,>j-, I WALL BEYOND r--- I ■ r - '_/ N 1.5"O D. ANDRAIL C!O I ---- ■ J _ If I ■ U,: I 1 I �,,,. II r UP _ ---- .. t 1.5"O.D.GUARD RAIL I. . N 1 O 1 1 t 1.5"O.D. HANDRAIL I ■ �r - I W ch w N \ -- ' 106 1 � � M Q w I LANDING ' \ r I ■ I ' O N TAIR ! _ cn o v) w S I \ I N Z w w Z Q — \ — — \--1.511O D.GU RD RAI — — — - 0 3Q ;i \ A5.1 ��� � _ J U � � J Q .� —/ w Il Q_ w w N \ STEEL COLUMN r UP Q J H U N . FILLED / LLQ 2 Q " op COC I INSIDE FACE ■ `'� 1 W m Z I I METAL PAN STEPS 0 / OF GIRT w U O in AND RISERS / p F- co / - w O Z F- 11 STEEL STRINGER I Z O I p U O / I .r I O Q ♦ CV / 1'_p" 1.5"O.D.HANDRAIL 1'-11" lir 1 ST FLOOR __j it ] EL: 12'-0" 1'-2" 3'=3" 9 TREADS = 8 -3" j ♦ ' 2 1/2" I PROJECT NO: 1324 18 —8" ' -� DRAWN BY: LCM CHECKED BY: JTC STAIR : FIRST FLOOR SHEET NO: STAIR SECTION 1 ' 3 O A5.1 SCALE: 1/2" = 1'-0" A5.1 SCALE: 1/2 = 1'-0" SHEET l, . 4 - 5 2 3 s 1 2 3 4 5 CLEAR STOREFRONT GLASS,TYP. JASON CANIS. ALUM. STOREFRONT ARCHITECTURE PLANNING INTERN FRAME CLEAR STORE-FRONT GLASS,TYP. 1713 Furman Road Jacksonville, Florida 32217 3 5/8"MTL STUD T: 904.755.5589 5/8"GYP BD ON 15/8" 5/8"GYP BD TAL DS - F: 904.406.7227 %y= 'y jason@canningarch.com ;,, CONTINUOUS CAULK 2 3/4"SYNTHETIC STUCCO DOOR HEAD 4 SYSTEM FINISH ON PAPER-BACKED MTL. LATH HOLLOW METALA5.2 1_1/2"=1'-0" OVER PEEL-AND-STICK MASTIC r D FRAME AND ANCHORS D PROJECT ARCHITECT DOOR,SEE SCHEDULE METAL SIDING JASON 'C �NNING R yHN CLEAR STOREFRONT T .. , eff,# .+> yN ALUM...TOREFRON INSULATION - �. - �..� � • �. ry=,,, GLASS,TYP. FRAME STOREFRONT DOOR, 5/8"PLYWOOD DOOR H E DMAMB SEE SCHEDULE SHEATHING 1f= 11 STEEL HEADER BY A5.2 1-1/2 1 -0 METAL BLDG. MANUF. FLASHING r5DOOR JAMB A A5.2 1-1/2"=11_011 SEALANT AND FLORIDA LI h13E NO.AR95310 BACKER ROD METAL JAMB BEYOND 5/8"GYP BD ON 1 5/8" GWB JAMB BEYOND ..,� METAL STUDS ALUM. STOREFRONT ALUM.STOREFRONT FRAME BEYOND SYSTEM CLEAR STOREFRONT y' STOREFRONT DOOR, GLASS TYP. METAL SIDING INSULATION- SEE SCHEDULE METAL JAMB ADA APPROVED MTL >---- BEYONDTHRESHOLD, SET IN SEALANT. WIN DOW HEAD -�� ,��� SIDEWALK SEE ANCHOR W/3 EXP ANCHORS A5.2 if_ STEEL HEADER BY CIVIL DWGS. FLOOR FINISH TO BE 1-1l2 -1 0 METAL BLDG. MANUF. 0 SELECTED BY OWNER FLASHING BY p j a METAL BLDG. MANUF. a pp n � 1> t>• SEALANT AND 4» =I I �-III=I BACKER ROD III - �� III �- �- � CONC.SLAB,SEE PROJECT TEAM �,, METAL JAMB BEYOND -� (= - - - - - - - -� STRUCTURAL C �,,, C GWB JAMB BEYOND ALUM.STOREFRONT 5/8"GYP BD ON 1 5/8" y SYSTEM s DOOR THRESHOLD TALS Ds A5.2 "- ' " 2 3 4"SYN HETIC TUCCO 1-1/2 =1 -0 SYSTEM FINISH ON PAPER-BACKED MTL. LATH WINDOW HEAD - OVER PEEL-AND-STICK MASTIC rjo,� JAMB SIMILAO SIDI A5.2 1-1/2"=1'-0" CLEAR STOREFRONT INSULATION GLASS TYP. ' 5/8"PLYWOOD , ALUM.STOREFRONT SHEATHING ARCHITECT FRAME I.- JASON T. CANNING 16. STEEL JAMB FRAMING BY 904.755.5589 ice, CLEAR STOREFRONT �� ALUM.STOREFRONT GLASS,TYP METAL BLDG. MANUF. -, SYSTEM 1131 METAL JAMB BEYOND METAL JAMB FLASHING METAL SILL PAN - 7 TYP.P. VERT./H ORIZ. MULL SEALANT AND LANDSCAPE ARCHITECT FLASHING - A5.2 1'- � �' BACKER ROD 4 ��� 1_1/2 _1 _0 JANET WHITMILL CONT.CLEATALUM. STOREFRONT JANET O.WHITMILL, R.L.A., INC. � SYSTEM 904.398.7688 .,� CLOSURE BY METAL BLDG. MANUF. ALUM. STOREFRONT FRAME, STEEL SILL FRAMING BY a SET IN SEALANT WIN DOW JAMB METAL BLDG. MANUF. SIDEWALK 2 ""' SEE CIVIL A5.2 METAL SIDING FLOOR FINISH TO BE 1-1/2 -1 O DATE ISSUE SELECTED BY OWNER B '`' B ,,, a , 0 _ INSULATION o . ° ' - 4a. - a• 4 15 APR 2015- - ;�% AUG1,='.�,:� /�,��, s'�y ��=,,fF .,._;�;�� �,, 4 PERMIT FACE OF STEEL GIRT ° a4 117 JUN 2015 REV-1 518"GYP BD ON 15/8" METAL STUDS ° . a ° CONC.SLAB,SEE 17 JUL 2015 REV-2 NOTE: - - - - - STRUCTURALS STOREFRONT SYSTEM TO BE KAWNEER TRIFAB 450 ALUMINUM //' S ALUM. STOREFRONT SYSTEM (ALTERNATE MFR.YKK)SYSTEM WITH ANODIZED CLEAR FINISH. WINDOWSILL GLASS IS TO BE 1/4"CLEAR STOREFRONT,TEMPERED AT DOORS ,y R A5.2 1-1/2"=1'-0" STOREFRONT THRESHOLD METAL JAMB BEYOND 4 AND BOTH SIDES OF DOORS-SUBMIT SHOP DRAWINGS FOR $ REVIEW. A5.2 1-1/2 If=1 1_011 ' METAL SILL PAN T=TEMPERED GLASS FLASHING i CONT.CLEAT LU _14f,,a N O i` CN " U CN 24 -0 STEEL SILL FRAMING BY PO � - M ME BLD AN C7 LL ~ D 7'-10" 8'-4" 7'-10" 6'-0" 6'-0" 6'_0" g'_p" W W J 2 3/4" YNTH IC STU CO /�/ W - Z � � LL iy 1/4"TEMPERED GLASS 1 SYSTEM FINISH ON 0 -J Q =� A5.2 DOORS AND SIDELITES ON A5 2 A5.2 PAPER-BACKED MTL. LATH V W W ~ � W � BOTH SIDES OF DOORS OVER PEEL-AND-STICK MAST C m _ � _ 0 ' J F- U 1 10 INSULATION j Q A5.2 A5.2 O ,, 4 .. 5/8"PLYWOOD W W = m A5.2 SHEATHING W p~ -H -Hj U LL T O O 2 -H 2 -H10 GYP BD ON 1 5/8" W5/8" Z W /U' 6j T 7 ( I A5.2 A5.2 A5.2 METAL STUDS Z CD CD A5.2 2 5 O 2 2 3 IA3 I A5.2 Q A A5.2 7 A5.2 � I A5.2 A5.2 � A5.2 � A5.2 � /� � A5.2 .. � r ,,i 3 WINDOW SILL C) O 8 O O 8 � T T A .2 OI 1, loll s A5.2 I T T A52 A5>2 .. I 5 T T I I .. 1-112 -1 -0 PROJECT NO: 1324 LA M r� r� FINISHED FLOOR DRAWN BY: L•CM CHECKED BY: JTC '"""_ O O SHEET NO: " O ' STOREFRONT EL EVATIONS SCALE: 1/4" = 1'-0" ■ SHEET 0 1 3 4 5 =._, 1 2 JASON CANNING ARCHITECTURE PLANNING INTERIORS %- 11, 1713 Furman Road , / Jacksonville, Florida 32217 T: 904.755.5589 VJ 9 8 7 6 5 4 3 2 1 F: 904.406.7227 Jason@canningarch.com E pI I I I I I D PROJECT ARCHITECT I I TOILET EXKV)ST FAN TO EXTERIOR WITH WEATHERED JASON CYAN N I N G HOOD, 50 CFM MIN. A — — — — — — — — — — — — — A.- o . Awll� �X� 102 101 °i°�.�,�, .. , D O ,. .��, ,H,,, >r OFFICE I OFFICE , L_ -1 — I ' I I I B 1 — — — — ,� — — B FLORIDA .( W§E iib.AR95310 / �- 4 i% ❑ ❑ I _ — — — —E c — I B5 q I MECHANICAL SYMBOLS LEGEND 111701 SUPPLY DIFFUSER LI FT 105 — — (1117551 WAREHOUSE/ STORAGE RETURN AIR GRILL III / I I III I❑ ❑ I I 1 0 EXHAUST FAN I SHOWROOM " U I / ® SUPPLY DIFFUSER "T // ,i L I ® DUCT BOARD MIXING BOX jH�� x7li -„/i i�7 fit/ I I PROJECT TEAM1/105 C /, .)h v I ' I C E 10 D D 11131 �4 H-i ARCHITECT t JASON T. CANNING 904.755.5589 141/ _ FIRST FLOOR MECHANICAL 0 �-O SCALE: 1/8" = 1'-0" i �% s � I I LANDSCAPE X1111. JANET WHITMILL JANET 0.WHITMILL, R.L.A., INC. 904.398.7688 �''� 6 5 44 3 2 1 � � "' 0 0 11 �', p I I I I I I �0 DATE ISSUE E — =3 15 APR 2015 PERMIT =F== r,- o0 0 17 JUN 2015 REV-1 I 17 J U L 2015 REV-2 1111,111111111111111,Illjllllllllllllllllll1,111111111111111111111111,11111111IlljlllllllllI 11,11,1111111 � 2 i 7, I I I I I 00 W cy) O ' N CN CN J .Z / LL 201 200LL STORAGE I I FUTURE OFFICE I Z W W 0 J 01 I— U Q m � W3 U � � Uj J ♦^ F- W vJ Z WJ m p <( W o Z ''" Z < U t I Z Q F— W ;% J r^ C , C J C i% A — D A N„ jN- •H%/!Hi r. • t PROJECT NO: 1324 DRAWN BY: LCM SECOND FLOORrNECHANICAL 2 CHECKED BY: JTC • oM1.0 SCALE: 1/811 — 1 -0 ZSHEET NO: � �HN SHEET % 1 2 3 4 5 1 2 3 s 4 5 ;,//„ JASON CANNING ,y r I A-2 I I I I ARCHITECTURE PLANNING INTERIORS % 1713 Furman Road A - - - - - - - - - - - - q Jacksonville, Florida 32217 0 T: 904.755.5589 F: 904.406.7227 y� jason@canningarch.com EF I I ILa D PROJECT ARCHITECT ... - - - 2X4 LIGHT FIXTURE JASI 4q T�SCAN N I N G L �;',, 8' FLUORESCENT LIGHT FIXTURE =•g� �*" N %y% hd 3 I I I I O 2-LIGHT FLUORESCENT LIGHT FIXTURES r ® RECESSED DOWN LIGHT ' Y;'.w♦ � ' •N/iii% / _ • -..,,.r ° STORAGE UFU RE OFFICE FLOOD LIGHT EXPOSED I I I I I FLORIISkLICENS� NO.AR95310 /- SWITCH , 3 - 3-WAY SWITCH EF I I I 3 ❑F EXHAUST FAN 0 I � EXHAUST FAN % ILi EF s D i I I c Sieve �e t PROJECT TEAM i I I IOTA ELECTRIC VECH ICLE Fan Stodgy C C q�` , fan i/,HH Now $P 1' er r N :dem Tat Mods I rime i s A�sorW01aE . ON Ii RI 8##P' HIP volboaft 1 SECOND FLOOR LIGHTING W5.. Xr A T FAIL 1 2 MB4$P83 ,t # .I7 31 2L11l: H: ?� I~� METAL BUILDW I SCALE: 1/8.. _ 1�_0�� i yu A-10 I ARCHITECT _ JASON T. CANNING ,,,. A — — — — — — — — — — — ;� � 904.755.5589 I` I� 2 L- ® 102 101 "- -J t e � e OFFIC ' OFFICE I 103 2 LANDSCAPE ARCHITECT JANET WHITMILL f I I A-8 B p a k ❑ ❑ 105 I \ _ EW H /y ,sem„y WAREHOUSE/I B5 — Q— — I STO RAG E - — C DATE ISSUE B III B 28 AUG 2014 REVIEW I I I ISHOWROOM I❑ ❑ I III APR 20/1 5 PERMIT y III A-16 ;, ; 2015 -REV-1 .< 17 JUL 2015 REV-2 12 AUG 2015 REV-3 A-10 I STAIR 7,,, LI U IS . D — — I— — — M1 UD co s W M O CN0 %,%„//e CN J „ M LL -117 C7 W � � � Z I I PANEL A _ w Q SURFACE MTD. CIRCUIT BREAKER TYPE 208/120 VOLTS 3 PHASE 4 WIRE J U 0 � SQUARE D 400 AMP MAIN LUGS ONLY — III `L U sj k CKT. DESIGNATION VA BRK'R W C CKT. DESIGNATION VA BRK'R W C Q V � Q Cn Z I I I 1 INDOOR UNIT 1800 15 14 1/2 2 OUTDOOR LIGHTING 720 20 12 1/2 w W = m ❑ '”) 2 FIRST FLOOR LIGHTING J _ "' y „ - 3 OUTDOOR UNIT 1800 15 14 1/2 4 LIGHTING 720 20 12 11/2 W o 2 Z 0 0 E1.0 SCALE: 1/8 - 1 -0 � Q — r�= z 5 OUTLET 720 20 12 1/2 6 LIGHTING 720 20 12 1/2 w Q Z j ss 7 OUTLET 720 20 12 1 2 8 LIGHTING 720 20 12 1 2 Z J ~ / / I- co I I 9 OUTLET 720 20 12 1/2 10 OFFICE BATH LIGHTING 720 20 12 1/2 q Q '' A LIGHTING NOTES 11 OUTLET 720 20 12 1/2 12 LIGHTING 720 20 12 1/2 LL o110 13 OUTLET 720 20 12 1/2 14 LIGHTING 720 20 12 1/2 WILL BE LED BY A MANUAL 15 2 1 2 16 LIGHTING 720 20 12 1/2 % p 1. LIGHTING IN TH WAREHOUSE/STORAGE AREA AND SHOWROOMOGG PROJECT NO: 1324 SWITCH AS AUTOMATIC-SHUTOFF WOULD ENDANGER THE SAFETY OF THE BUILDINGS OCCUPANTS AS 17 EXHAUST FANS 1200 30 10 1 18 LIGHTING 720 20 12 1/2 DRAWN BY: LC M PER FL ENERGY CODE 505.2.2 EXCEPTION 4. r 19 20 LIGHTING 720 20 12 1/2 4 CHECKED BY: JTC 21 22 OFFICE OUTLETS 720 20 1/2 0 0 2. TOGGLE SWITCH - SINGLE POLE - QUIET TYPE 20 AMP, 1201277 VOLT HUBBELL NO. HBL12211 WITH NO. 23 24 W/H 1440 20 12 SHEET NO: �%"" I ° o I I P1 COVERPLATE -46" MOUNTING HEIGHT U.N.O. PROVIDE MOTION SENSOR SWITCH WHERE REQUIRED 25 3 26 SIGN CIRCUIT 1500 20 12 / t E — o PER FL ENERGY CODE 415. 27'' 28 y 1331 A-12 A-14 29 ■ ,,,, SHEET �� 1 2 3 �� 4 5 2 3 4 5 JASON CANNING ARCHITECTURE PLANNING INTERIORS 1713 Furman Road Jacksonville, Florida 32217 0 in T: 904.755.5589 .Y F: 904.406.7227 9 8 7 6 5 4 3 2 1 Jason@canningarch.com E y D A-41 A-34 A-36 A-38 PROJECT ARCHITECT -- I I I I JA$Q1LT,..CANNING _ I I �X-1D 36" D 3 " � .� 4.. .,� 0I ( A-31 I A 33 A-35 A-37 I I � /° • 102 • ' a OFFICE �' • - OFFICE g - _ ;. I 103 FLORIDA LICENSE--NO.AR95310 I D/36 I D/36D/36 D/36 D/36I T. MW — — — — — — A-39 B� — — — — 0 10 ° I I — — — — Ew _ A—4o B5 — A-42 I , 105 �I D/36" 1 1 WAREHOUSE/ STORAGE I 1111 I I I El ❑ I I ' 100 D WI, A-1 ,,//, A II SHOWROOM —27 E 1 I 0 poi/ I I I I I I PROJECT TEAM C D/36" A-25 D/36" " I D/36" I 0/05 D 1 D f] ■ A-3 D/WP ---r D/WP D/36 A-11 A-9 A-501 ARCHITECT D/36" A-7 JASON T. CANNING. A-23904.755.5589 A-13 w= Mini iii „i 0 WP D/36" D _ / `FIRST FLOOR POWER �H 1 I A-15 1 D/36" O E1.1 SCALE: 1/8 if _ 1,_0,. Z A-21 q_17 -,,,i i1./, ELECTRICAL SYMBOLS LEGEND I I Iyn,i., '•�,./i ° ° T >— THERMOSTAT u" DATE ISSUE BB ,,moi�: DUPLEX OUTLET 128 AUGAUG2014 y;��`-s��i�` � =y fg ,--; 15 APR 2015 PERMIT ,c PANEL A SURFACE MTD. CIRCUIT BREAKER TYPE 240/110 VOLTS 3. PHASE 4 WIRE D/36" DEDICATED OUTLET 0 o SQUARE D 400 AMP MAIN LUGS ONLY 36" A.F.F. „ ' CKT. DESIGNATION VA BRKR W C CKT. DESIGNATION VA BRK'R W C ° ° D/WP DEDICATED WATERPROOF E — 0 1 OUTLET 920 25 10 3/4 2 OUTDOOR LIGHTING 720 20 12 1/2 OUTLET "y D/wP 3 OUTLET 920 25 10 3/4 4 LIGHTING 720 20 12 1/2 5 OUTLET 920 25 10 3/4 6 LIGHTING 720 20 12 1/2 COMMUNICATIONS OUTLET A-19 7 OUTLET 920 25 10 3/4 8 LIGHTING 720 20 12 1/2 9 OUTLET 920 25 10 3/4 10 OFFICE BATH LI GH TIN G 720 20 12 1/2 co '�' W .�f 11 OUTLET 920 25 10 3/4 12 LIGHTING 720 20 12 1 1/2 J N 13 OUTLET 920 25 10 3/4 14 LIGHTING 720 20 12 1/2 1 O — Q 15 OUTLET 920 25 . 10 3/4 16 OFFICE OUTLETS 720 20 12 1/2 O LU co 0 W 17 920 25 10 3 4 18 W H 1440 30 10 3 4 Z > � 0 y OUTLET / / o O 19 OUTLET 920 25 10 3/4 20 u O 4 - Il.l 21 OUTLET 920 25 10 3/4 22 SIGN CIRCUIT 1500 20 12 1/2 m 23 OUTLET 920 25 10 3/4 24 INDOOR UNIT 1800 50 6 1 1/2 U ccn w O U0 25 OUTLET 920 25 10 3/4 26 L °0 O 27 OUTLET 920 25 10 3/4 28 OUTDOOR UNIT r 1800 50 6 1 1/21 W o LL 29 OUTLET 920 25 10 3/4 30 Z O H 31 , OUTLET 920 1 25 10 3/4 32 LIFT 720 20 12 1 1/2 Q Q A 33 OUTLET 920 25 10 3/4 34 OUTLET 920 25 10 3/4 A 35 OUTLET 920 25 10 3/4 36 OUTLET 720 20 12 1/2 U. 311 37. OUTLET 920 1 25 10 3/4 38 OUTLET 720 20 12 1/2 „s 39 OUTLET 920 25 10 3/4 40 OUTLET 720 20 12 1 1/2 "D/ PROJECT NO: 1324 ="- 41 - OUTLET 920 25 1 10 1 3/4 42 DRINKING FOUNTAIN 720 1 20 12 1/2 D RAW N BY: LC M TOTAL AMPS 187 DEMAND KVA 42 2ZOW,vim. RMS. SMMEME&944=UR'cUMWff MnNG CHECKED BY: JTC SHEET NO: SHEET 2 3 4 5 '" 4 5 JASON CANNING r ARCHITECTURE PLANNING INTERIORS - 1713 Furman Road ---- Jacksonville, Florida 32217 T: 904.755.5589 F: 904.406.7227 00 3 2 5 4 �,, 1 jason@canningarch.com ; ;. 8 7 6 y' PROJECT ARCHITECT I A-36 I I A-38 JASON T, CANNING -" • ; PX -, A .. ..- _. �OA �" ,i� � _. eo' . •Sim,/: lJ l..J I •ll If• I !!// `.� ,,,�1�r*�st.a•e,�,,�1, �% B - ( FLORI�J4:L NSE NO.AR95310 I I _ '„ 00) ® y %i EXPOSED STORAGE I FUTURE ?FFICE I I I' 1 0 A-36C PROJECT TEAM y- DN I N L 1 D DN I ',' D DIr - - - - PE",I I I 7//3 D 01 6%/" 'V/,/ ARCHITECT I I JASON T.CANNING 904.755.5589 0 ISECOND FLOOR POWER o E1.2 SCALE: 1/8" = 1'-0" 5 I I ELECTRICAL SYMBOLS LEGEND '/ ,, T D-- THERMOSTAT I II ,DUPLEX OUTLET DATE ISSUE 28 AUG 2014 REVIEW D 15 APR 2015 PERMIT c B DEDICATED OUTLET rr E 69 SWITCH 3.60- 3-WAY SWITCH Nk�' 00. COMMUNICATIONS OUTLET WCN J N " CN ILI- wOff = f— Q V W W Z > O O J L j LL D F- F- O W O s, F- W = 1. w fm ,� J W LL W O Z Q it Z Z O Q C11", A U W A PROJECT N O: 1324 DRAWN BY: LCM CHECKED BY: JTC y' yir SHEET NO: yr•� 'k 6/ i SHEET 0 - 3 4 1 2 1 2 -4 5 / I I I I I I JASON CANNING y' L ARCHITECTURE PLANNING INTERIORS 1 — 1713 Furman Road 1 , Jacksonville, Florida 32217 4 T: 904.755.5589 P-5 „Ufllr) LJ � F: 904.406.7227y1 3 Gin jason@canningarch.com � P-2 ' L /. PROVIDE STU OUTS FOR FUTURE SINKS „ 102 101 , 1 1( 71t r� �}i AND WC P-3 ' OFFICE OFFICE PROJECT ARCHITECT L—J L__ ° • JASQt T.,,Q4NNING 01 P-20 _ P-6 I P-1 2” •"r: 103 .T T. L FLORIDA-LICENSE NO.AR95310 2" I4fE HL, I IHip -, 1 - - P-4 Ll 1 I inin 2001 I 1 FUTURE CFFICE 10 PROJECT TEAM 100 C I SHOWROOM 1 1 =5 0%' ARCHITECT y I I I ( I I JASON T. CANNING I 904.755.5589 DN -� 1 � I I I I I -}- HB 0 ii„/ LEGEND SEC ND FLOOR PLUMBING - �� 1 HB � ,, „_ � ,� -�- HOSE BIBB - (4 LOCATIONS �;%• SCALE: 1/4 -1 -0 % �,, P1.0 SCALE: 1/4” = 1'-0" FIRST FLOOR PLUMBING SEE FLOOR PLAN) DATE ISSU2' . P1.0 SCALE: 1/4 = 1 -0 B 28 AUG ,4 'REVIEW B n n �., y,, ,�,y.., y, 2.5' 5' 10' 0 15 APR 2015 PERMIT 113, II HOT OU EXP. 3; TANK COLD IN '% 1/00VALVE 4%%% WATER HEATER Ljj ce) 3/8"ALL THREAD SUPPORT CNI ROD. EXTEND AND 1 112"V i ` I L2, VTR cVY CONNECT TO V CVSECUREL PLUMBING FIXTURE SCHEDULE — M LL STRUCTURE. �/ I \� I OO = � Q CONNECTION SCHEDULE I I c9 W m o 0 J %/' DRIP PAN i 3/4"DRAIN TO SERVICE DESIGNATION DESCRIPTION QUANTITY < SERVICE I I I Z > � o Z WASTE VENT CW HW SINK 1 0 SINK I J_ v � -j O — W %i TOP OF SHELF I V ,_ „ - P-1 TOILET + 2 3 2 1 2 N/A 1 � I LAV I m � � i w Z 6 6 MIN.A.F.F. / DRAIN TO SELECTED BY OWNER 1 1/2"v I LAV I CONNECT TO J F- H= Q W j J BUILDING DRAIN Q (,� � EXTERIOR DOUBLE NUT ON P-2 HANDWASH SINK I W 00 Q THREADED ROD 2 2" 2" 1/2 1/2" I L.L.I 24"X 314"PLYWOOD SHELF SELECTED BY OWNER Ewc I we J rn v ,� 13" � o Z Q J �/: LJ BLOCKING PAINTED. 16 GA METAL P-3 SERVICE SINK 1 2» 2" 1/2 1/2 2" Z O Q0. BRACKET SUPPORTS AS 1141 IN WALL RE UIRED. SELECTED BY OWNER EWC WC F- 1) Q LEGEND Cn O Q y% P-4 HI/LOW DRINKING FOUNTAIN 1 2" 2" 1/2to N/A 2" A A SELECTED BY OWNER ---- VENT 2 UL P-5 EYE WASH 1 N/A N/A 1/2 N/A WASTE SELECTED BY OWNER - WATER HEATER PROJECT NO: 1324 �' P 6 1 N A N A 1 2" 1/2" 4 SANITARY AND VENT RISER DIAGRAM1/0110/1 SELECTED BY OWNER DRAWN BY: LCM P1.0 FINISHED FLOOR NTS CHECKED BY: JTC SHEET NO: c WATER HEATER DETAIL 4 P1.0 SCALE: 1/211 = 1'-0" SHEET yr,,, 1 2 4 U) LLI o a N o � z 0 U z x O z W 0 � U LLW D co) NOTE: ANCHOR BOLTS SHALL BE PLACED 39'-0" Z AS PER BUILDING MANUFACTURER ' S 19' 20' a 4 `b n P LAN S . R 1603 A a ' Q d I1------------- ——————————— d . ° A I I I A I n n . I • NOTE. SLOPE DOWN AREA IN FRONT OF , L_____� , ,44 ROLLUP DOOR 1 " TO ALLOW i R� WATER TO D RAT FROM BASE OF I i n ° A. DOOR . I I 4 ° N n ' e A A4-'N I N .' A' 1 ° . . ° I r -I r---j—I v NI 1 I I n .° ' 14- FI 1 I I 'a • ° n. I 4 � . I I I 1 °. a 'a '4 N L—I---J N L---�--� n n • d I I n d r 1 I a A ° I I •� ° d n. I I °. 4 04 o ° I I N 134IN '-0' — w I ( w 21'-0" 19,_x„ 21,_x" 20,_x„ I I VU C C C P 1 I _ W C I M I M o z m I— —� �---- — — --� ------� A r-- - ----� r I 4 C� I I H � vi r___, I I E.,,, W Q , , I 3 -3 I I I I I u -_____ _______-1 88 -____ ______--- F___ ___________ 88 -____________ � ________________ _____ 86 -_____________________-1 1 88 I I A 00 m I II II II II II II ..� III II II II �IL_ JI L_-_(- I ►Z'7 �•�• E--4 0 F L-----J L J L J A C C L---- '- 01 24 1 2TYP s I C C C C H-� P3 3 N � 1 27'-0" 27,_0„ 18,_0„ 20,_0» I 1 I W N I i -00 o- D I O N � c0 I I W r LL M N w O O nI I I I I I I cc 5; Q A M N N N 0o o L 1 L Q oC c) C-4 I I , I Q- w —1 I88 1 cr- LUw J IFJ r------ ----- � z WO G 0 0) pI W 'It Lo L. I I cc CV Q B °; B I 1 I I I I I I FI I I I I I I na 00 • n L-----J L-----J � �-G I A--®-F H H d 8S I 88 N N N —_ I N I I I �I I r � r-----� I I 4 a _I_J v, rn v� I I I I ----� K 1 K a ° A D D I I A I I E E L-----� ---- ---------- ---- I ' ---------- (-� I I I I " F I F r�-1— -- —� Ss �— -------------I I---------------� --- -- -------- - ° a A I � )) .4 d n . d 8 C 0 C C 1 �H A � � �--®. .. a. I N I 1 H 2 —o cc o a . �-- -L--, r------� r-----� r------� �---1 --� II d d CE FRAM E ° d A I I I 1 ao 00 o ° I I I I Q: '1a .------- ----- ------- --- ----------- 88 --------- 88 a' A d' d a C I Ii I I I I I •' • '4 • A I I L-----J C L-----J L-----J L-----J L------� ° `--� n d - 4 C C �—B..C ° ° 9 n . a Q d d n' ° 821_099 91,_0" .. A n: a n v F.- as n a d'. d " A Q 41 4 - 4 . j. � s x9 .. c� i as t « ar i low" n- SHEET N0. 1 of 3 L0 W o Q N Q O) tC1 Z O H U 0 STEEL LINE STEEL LINE ° z > o SEE BUILDING PLANS 6" 6" SLAB Ix SAW CUT CONTROL JOINT 1/8 CONCRETE LINE FOR PROJECTION 6" S I__,qg 6" SLAB 24" ANCHOR BOLTS 6" 15" ANCHOR BOLTS 6" o WIDE x 1/3 SLAB DEPTH MIN. Ill F �'-o" in D FILL W/ ELASTOMETRIC CAULK. — 6" SLAB (15 MAX SPACING) 6 MIL POLY i 3" x x x x x x x SEE BUILDING PLANS 9" (DOOR JAMBS) (EQUALLY SPACED)o r ° SEE FOOTING SEC IONS #4 #4 N Q. a d G. ° FOR ALL OTHERS _ 4d' . ° ' �H EX NUT 2 #4 CONT. I 6- #5 a 16-3 » (EQUALLY SPACED) " „ G.v 4" LAYER 6 MIL POLY W/ #3 TIES L3 5— #4 (EACH WAY) 3 " 3 3" a' OF SAND AT 48" O.C. '_O" ((TQOPLLY& BOTTOM)) 3" 3„ 3„ 6 —0 a. ° ° a 4 —6„ SQUARE Q• . d OR WELDED WIRE FABRIC �` TACK WELD NUT TO ANCHOR BOLT SQUARE #57 STONE (6x6xW2.1/W2.1) SECTION A A �ANCHOR BOLTS SHA SECTION C C v• Q'. ° LL BE ASTM F1554 GR36 S E CT I 0 N B B 4 ' v re SLAB DETAIL ANCHOR BOLTS d• d .° d ° a' v A d v G v Q d d v A v A4-' d a . .q• 'd . v .09 STEEL LINE STEEL LINE a arecnoNS 80TM ��� eoni aREctioNs „ 24” ANCHOR BOLTS 1 —4 1�2 ° d, CENTER o�Ts w FOOrNics v CENTER Ts w FOOTINGS CENTER T5 w FOOnNGS eons DIRECTIONS) CENTER T5 w FOOTINGS „ • d ° .. 6 SLAB 6" SLAB 15" ANCHOR BOLTS 6" 6" SLAB 15" ANCHOR BOLTS 6" SLAB 15" ANCHOR BOLTS d v' a a 'v d 6" SLAB 15" ANCHOR BOLTS 6" d e 5— #4 STIRRUPS _ v , (EQUALLY SPACED) v� a v d co co I _I � N v • � a. d e' #4 #4 I _ 8_ 5 _ 4 #4 (EQUALLY SPACED 5 #4 5— #4 (EQUALLY SPACED) ) 3" 3„ (EQUALLY SPACED) EACH WAY 3" , 3" „ EACH WAY _ 3" 3" 3" „ 3 ,_ „ 3 3" 3 ( ) EQUALLY SPACED) ,. „ 04 1 { ) 3 _6 6' 6" (EACH WAY) 4,_6„ 3 (TOP & BOTTOM) 4 9 CC 2— #4 S SQUARE (EACH WAY) ON SQUARE QUARE SQUARE a U � � 311 311 3„ Q o Lj 11_611 Z j �-- W m &.- SECTION F E SECTION H H o -� oc SECTION SECTION G G 0 SQUARE E F E Q W Q . . SECTION A 0 m � 0 o _ STEEL LINE �� STEEL LINE W " 6 STEEL LINE STEEL LINE a Q O 24 ANCHOR BOLTS 6 „ , » 0 cm 6" SLAB 6" 6" 6" SLAB 24" ANCHOR BOLTS 6" 6" co 6 SLAB 24" ANCHOR BOLTS —`� , „ , W r —0 6 SLAB 24" ANCHOR BOLTS 6 11 1 — 1 —0 6" SLAB 24" ANCHOR BOLTS 6" LL co I t F If —___ a 0 m D: i$—on t cc > <t I < cc 4- #4 STIRRUPS 3 3" CA a O (EQUALLY SPACED) �o 3" 5- JL4 STIRRUPS JW _ 3 4— #4 STIRRUPS x (EQULY SPACED) 5— 4 STIRRUPS 3 N 3 4 STIRRUPS (EQUALLY SPACED) o I , � LU #4 #4 EQUALLY SPACED p _I N (EQU LLY SPACED) o O Z J ( ) I #4 #4 N #4 #4 N 0 Cn W #4 14 W d' Q #4 N - v— IF E UALLY SPACED) ,� #4 4- #4 5 #4 5- 4 CV ((OP & BOTTOM)) 3 „ 3 3" (EQUALLY SPACED) 3„ 3„ " (EQUALLY SPACED) 3" 3„ 3„ 3 TOP & BOTTOM (EQUALLY SPACED) 3" 3„ 4 —� (TOP & BOTTOM) 4,—O" ( ) 5 -Off (TOP & BOTTOM) 3" ad v v SQUARE 3 #4 SQUARE 4'-9" ° a • , (EQUALLY SPACED) SQUARE SQUARE . as (TOP & BOTTOM) 3 3 3" 2 1_6 11 d ° :v DWI SECTION L L SECTION N N ° SECTION SQUARE �J J SECTION M M . . v 4 :v d' d G v d• SECTION K K a d A v 44 ' d 4 A 4 A d d d oa STEEL LINE v d a' a cBm o�Ts w FOonNGs v ° v a d ° d d. „ B i DI Ns 6" SLAB 24" ANCHOR BOLTS 6" �� l d 4 ,. ' 6" SLAB 24 ANCHOR BOLTS 1'-3" 1'-0 " 6 SLAB 24 ANCHOR BOLTS 1 -3 i v . A v I t „ 3 T» 4- 4 STIRRUPS _ 3" # 7- #4 STIRRUPS 3 7- #4 STIRRUPS a A ° a (EQUALLY SPACED) �O (EQUALLY SPACED) o EQUALLY SPACED v' d #4 #4 N #4 #4 N #4 #4 oov d. v d v a 4- #4 7- #4 (EQUALLY SPACED) „ (EQUALLY SPACED) „ " 7 #4 v. (EQUALLY SPACED) � (TOP & BOTTOM) 3 ,� 3 3" (TOP & BOTTOM) 3 6'-6" 3 3„ (TOP & BOTTOM) 3„ �► 3" 3" d a ° e' 09 4 0 61-601 SQUARE SQUARE SQUARE 4° a a' A d d • v d d . SECTION 0- P P v SECTION 0 SECTION R R 3r •a 4 yF r z•a f ♦ '4b o, Via. e * 1 r d SHEET W. 2 of 3 U0 � o a N o � z O U D O N N Z GENERAL NOTES: LU 0 � U O U. LU D 1. All work and materials shall be in accordance with the International Building Code 2012, 12. All concrete shall contain 2,5 % to 6 % entrained air to enhance f cost resistance. 2. Prior to construction all vegetation, stumps, roots, f oreign material, and surf icial z topsoil shall be removed from the area under the foundation and to a minimum 13. The maximum water-cement ration of the concrete shall be 0,45, distance of 5 f eet beyond the limits of the proposed buildin g p g, A ter this stri in a4. a � 4q and clearing has been completed the exposed natural soils shall Ice compacted to 14. The slump limits of all concrete shall be 2 - 4 inches. A a A • 95% of Modified Proctor in accordance with ASTM D 15571 At a distance of ' .4' ° 50 feet or more from an existing structure this compaction shall be achieved b y 15. All concrete shall be mixed until there is a uniform distribution of materials in A ° Q use of a vibrator drum roller in which the dr a ° y um weighs a minimum of 5 tons accordance with ACI 318, ° with a minimum drum diameter of 3 f eet. At a distance of within 50 f eet f rom a.11 4 an existing structure this compaction shall be achieved by use o a light weight 16. All reinf orcin bars that do not require welding shall conf orm to ASTM- , g g g q g 615, Grade 60� a . vibratory drum or sled compactor having a maximum weight of 1000 pounds, All reinf orcin bars that are to be welded shall °' ° g conf orm to ASTM A706, Grade 60, .° • . Welded wire f abric shall conf orm to ASTM A-1851 ° a -' 3. Groundwater levels shall be controlled to a minimum of 2 feet bel w the ° " °° d construction level, Groundwater elevations may fluctuate during construction : Q• a y g 17. The #4 rebar in the slab turn down shall be continuous for the entire perimeter d d4.' d' therefore temporarydewatering may be necessary to control the p ° ' g y y of the foundation and shall be la spliced a minimum of 2 feet at terminal points ° groundwater levels, p p p in order to maintain continuity, d d. 4 Q. ° 4 'a : 4. All f ill material shall be placed in lif is not to exceed 8 inches and shall be i d d ° 18. The slab reinforcing including the welded wire fabric and hairpins shall not be cut a compacted to 95 % of Modified Proctor in accordance with ASTM D 15571 r during or anytime of ter construction since this reinf orcement provides structural 4 d . stabilityfor the building, " 9 pumping" of the near surf ace soils or f ill material occurs during construction 4 5. If which results in strength loss of the subsequent soil, work shallbe terminated in U w these areas and the disturbed soils removed. Af ter removal of d1hese soils, f ill 19. Fiber reinf orced concrete is an acceptable alternative to we(ded-wire f abric. Synthetic —' y z Cc material which has a water content of not more than 10% shall be replaced and _ f fibers shall be f ibermesh 650 as manuf actured by Propex Concrete lied Systems a I--- Y pp � compacted. In lieu of removing the disturbed soils the excess moisture may be at the rate of 3 pounds per cubic yard of concrete Cor another equal system), V U) W � o allowed to dissipate and the soil re-compacted, , JCC M 44 0-4C) W 0 20, Since the passive resistence of the soil is an integral art of the abilityof the Q U 6, When the fill material has been laced and properly g p � 0-4p p p y compacted a smoothed foundation to resist the horizontal forces that will be resent when A0 (.) �p the design zo bucket backhoe may be used to excavate to the planned f oundat on levels, After �'- 4 -5 loads are applied to the building system, it is expressly f orbidden f or any f uture this excavation all soils at the bearinglevel shall be compacted o 95 % of o 1 p excavation to take place within 50 feet of the buildingwithout the consent of w � Modified Proctor in accordance with ASTM S M D 1557 to a depth of a least 1 foot, th � e E Engineer of Record, If backfilling is required in the footing excavations the fill shall be placed in lifts W not to exceed 6 inches, 21. Control joints shall be installed in the foundation at intervals not to exceed 15 feet. (0 W .- 7, All fill material shall consist of soil with no more than 10% of the particles a passing a #200 sieve and shall be free of vegetation, organic mat rial, 22, Maintain 3 inches minimum clearance for all rebar and anchor bolts unless m " Cc construction debris, large rocks, and all foreign material, i °; g otherwise noted, J a: W .i O Z W 8. All footings have been designed for the following assumed soil properties: w Q a T � N Bearing Capacity = 2 ,500 psf ° Angle of Internal Friction (phi angle) = 28 de ree a ° g 4 ° A. Coefficient of Friction = 0.45 Soil Weight = 110 lbs per cubic ft. ° d , ' Q d 4 If it is determined of ter the soils survey that the actual soil properties are V. d d different than these assumed values, the contractor shall follow the recommendations of the geotechnical engineer, 8 :4: da. A 9. The outlying perimeter areas of the proposed buildin shall be r ded in such a ° g g d way as to provide positive drainage away f rom the proposed building, Q a4 ° a 4 d d 10. A vapor retarder shall be installed underneath the slab consistin of 6 mil a 4 ° da.4 °' . . minimum polyethylene with joints lapped not less than 6 inches and sealed, ° ° d 11 , All concrete shall have a minimum compressive strength of 3,000 pi at 28 days. A d . a A% .d . 4' `+0 4 . ° d d . pi 2P OR ALJ ! SHEET N0. 3 of 3