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1711 BEACH AVE RES18-0416 DWGS1600 a M N M � Z -------------------- oi I Ww o i CL SET 4 CD , f I I I LOW STORAGE/ MECH ------------------------- 3 I I I L-------------------------� ' rHVAC 240V W3 I i I I I R— ----------- I , I ,I 2'-6" 12'-6 HVAC Q ELEV - ATTIC AIR HANDLERS, TANKLESSVE �_HVA_C A.H_ J 1I VE 4 C5 WATER HEATERS AND ATTENDANT C5'CC LIGHTING TO BE LOCATED AFTER CONSULTATION WITH SUBCONTRACTORS. TRUSSES TO BE TWH DESIGNED FOR MAXIMUM CLEAR TWH ----------- ----- � SPACE AT CENTER TO ACCOMMODATE EQUIPMENT rv l UPPIER S IAI A _PLACEMENT AND SERVICING.R W3 GFCI 7 �k(3 TO W3 rI, I , BATH4 3 -------------r------------------------------r-----------i--7----------------------------------- IiIIIiiiiI u----------- GFCI '_+-------_L_1 -' -----------------L-J---------+- MWMFO LOW STORAGE/ MECH I ------- GFCI I _ I { rr r7 - -��J I I ----- -- I--------- I r� I I---------------� ELECTRICAL LEGEND N w E s ELECTRICAL PANEL ELECTRICAL METER � METER EXTERIOR RECESSED CEILING FIXTURE Cl LED SURFACE MTD FIXTURE 24X24 F� ❑ TELEPHONE OUTLET , TEL HVAC COMPRESSOR ON CONCRETE PAD NOTE 3: ALL EXTERIOR LIGHT FIXTURES ARE TO SHINE DOWN EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT 2, 4, g 9 =QDUPLEX OUTLET DECORATIVE CEILING MOUNTED � C ! - -"- FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED DUPLEX SPECIFIED HEIGHT INCHES EXTERIOR LIGHT FIXTURE RECESSED CEILING FIXTURE LED SURFACE MTD FIXTURE �Fl DATA CONNECTION HVAC FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE AFF DUPLEX GFCI � C3 48X24L SMOKE AND CARBON MONOXIDE -- --� 240V AIR HANDLER QHVAC I 2 TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE SATISFIED. GFCI DIRECTIONAL RECESSED C4 DETECTOR WIRED W/ BATTERY BACKUP— CEILING MOUNTED ATTIC A.H. I L_----� DUPLEX GCFI WATERPROOF =OGWP CEILING FIXTURE INTERIOR PENDANT FIXTURE Pi 0 ONE ALARM ACTIVATES ALL NOTE 4: ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE "TURTLE THIRD FLOOR QUADROPLEX OUTLET INTERIOR SURFACE MOUNTED FIXTURE ® C5 SMALL CEILING FAN AIR HANDLER HVAC A.H. EXTERIOR WITH GLASS" AT EXTERIOR GLAZING TO LIMIT INSIDE—TO—OUTSIDE LIGHT TRANSMITTANCE TO 45% WITHIN THE VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. ELECTRICAL FLOOR OUTLET O FO RECESSED CAN FIXTURE � C6 INTERIOR PENDANT FIXTURE PZ 240 VOLT OUTLET�240V SLOPED CEILING LAR E ATTIC ACCESS HATCH ATTIC 22'X22" ATC NOTE 5: ASSUME ALL NEW SWITCHES TO BE DIMMABLE TO BE CONFIRMED WITH OWNER. PLAN ❑� DIRECTIONAL RECESSED ( C] '/ DEC RATIVE MIRROR LIGHT ® W4 EXHAUST FAN SILENT 80 CFM E JUNCTION BOX FIXTURE SLOPED CEILING NOTE 6: ALL LIGHT FIXTURES TO BE LED AS PRACTICAL JUNCTION BOX WITH GFCI GFCI JUNCTION BOX FOR TV 7� INTERIOR RECESSED CEILING FIXTURE—WET AREA—W/ LENS CS WALL RECESSED NIGHT LIGHT WITH LIGHT SENSOR SWITCH ® W5 EXHAUST HOOD WITH INTEGRAL I E �1 I NOTE 1: ALL ELECTRICAL WIRING TO BE NOTE 7: DUPLEX OUTLETS TYPICALLY MOUNTED 18" AFF. WHERE MOUNTED ABOVE 36" AFF TURN OUTLETS HORIZONTAL. INCLUDES CABLE AND DATA EXTERIOR WALL SCONCE � Wj LED UNDER CABINET of ULA DOWNLIGHTS AND SWITCHES �---=� INSTALLED IN ACCORDANCE WITH CURRENT 1003 240 VOLT JUNCTION BOX � 240V INTERIOR WALL SCONCE W3 CLO ET STRIP LIGHTING - - UL2 SPEAKERS MOUNTED LI OR RECESSED AT CEILING ®�) N.E.C. REQUIREMENTS. ALL BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT IRRIGATION CONTROLS OUTLET --='Q IRR INTERRUPTERS PER NEC ARTICLE 210-12. DECORATIVE EXTERIOR XkWALL W2 ABOVE DOOR LIGHT SWITCH � WALL SCONCE DOOR SWITCHED p GAS TANKLESS WATER HEATER ® TWH 12-20-18 3 WAY WALL SWITCH $3 NOTE 2: LAYOUT LINES GENERALLY 4 WAY WALL SWITCH $ RECESSED EXTERIOR $14 TUBE SKYLIGHT j$ C REFERENCE THE CENTER OF CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. STEP LIGHT GARAGE DOOR OPENER WITH LIGHT FIXTURE LT REMOTE SWITCH $R DISPOSAL SWITCH $DisP RECESSED EXTERIOR WALL LIGHT (FLOOR LEVEL) R 1 O � ^. fi>r1ES Vl' 9 FREE- Il OFFICE COPY ARCHITE'�2 A R-0010382 ` 24< 1 to M r S 7 - CA x njC ^ j t9�� LL Q2 CJ 1E �jz { g e t 4. 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FILL ALL CELLS PIT NOTE: SEE ARCHITECTURAL INDICATES RECESS 8" STRUCTURAL CONCRETE H�NMoO DRAWINGS FOR ADDITIONAL LLJ TOP OF SLAB 31/2" .4 LAYOUT CONCRETE FOUNDATION TWO–WAY SLAB w / #5 @ 8 O.C. /2" 1'-7 1 2" INDICATES EXTERNAL 1�EP I ` EACH WAY, TOP AND BOTTOM BREAK -AWAY SLAB ON GRADE ( EL. +15.75 NAVD ELEVATOR =I I a0 -=�I INDICATES 16"0 AUGERCAST CONCRETE PILE. TOP OF `T j j INDICATES CONCRETE 16"0 AUGERCAST PILE. TOP OF 5 I TOP OF PILE 1 PILE LAYOUT –0" 6'-4 1/2" 8'-3 1/2" 9'-4" I ' I 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS -117 17'-2" EXTERNAL 4"t BREAK–AWAY j f -'. j 4 INDICATES CONCRETE 16"0 AUGERCAST PILE. TOP OF EL. +17.00' NAVD 1 �' 1 L._J _� 5 CONCRETE SLAB ON GRADE WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. �Z cck ail. TOP OF SLAB c�W 4 w/ WWF 6x6 W1.4xW1.4 OVER LL DW EL. +13.00' NAVD SIMILAR S - MIL VAPOR BARRIER ON TERMITE •x18 RAISED SEAL T P OF SLAB S-5 TREATED COMPACTED FILL c°o uM ��P \ HVAC HVAC 4 STE _ EL. +1 .67' NAV CO w� p TOP OF SLAB p �:. 1 f oo RECYCLE TRASH - w '• GB 24 IN 6 EL. +14. 3' NA D �-�-�-=�+:;:�::.-�-_� -- -----I ,:. �n I Imp 5 DGE F SL B 8 x18 x18• L `I_ J 8•x1a a•x18•x18• L ' 1 CONCRETE CO -- COLUMN 1 P C I CCOLUM� CCOLUMN I I ETE -r M S- 6 V) 1PC �:. ::::• �� _ SLOPE 5" `� 1 PC r I 1 9•x1a•x18.1-.- ...__ 2'- 6 STEP I I CONCRETE L E L. + 19.00' N A V I ! co COLUMN I 31-9$1 STEP 1 � 1 i , �,.--, 'TOP OF SLAB 1 1 PC N EL. +15.25 NAVD-I�:.:>::;:: -r-- ----� _________________.-.____..___-� TOP OF SLAB `J 1 GB -2 CONCRETE 2 - „ 1 COLUMN N- ` N S- 5 r:Jm___._.____-.__-___®.__.___-__._- I C3 I I III `t 8•x18" I �I 1 EEC] I I CONCRETEI —i1 I I I COLUMN I I I EL. +14.83' NAVD III I - 4------- -- EDGE OF--SL4B 11 I= i L co i I\ 10 1� SLOPE 5" I rn GARAGE / I r= 14 STE 00 i� 110 ;n EL. +15.25'/NAVD I j '=°�I I ELEVATOR I 11 I TOP OF' SLAB I ��` li I d i 1 1 1- ha SEE SHEET S-2 FOR BRAEK AWAY GARAGE CONCRETE -I_' 1 1 PC ' SLA THIS AREA COLUMN �1 i -- 1 C3 ELEVATOR L 1- - ---- --- ^ CONCRETE 1 PC I J EQUIPMENT i I i- :; -COLUMN-------------------I I 10 C3 I T I- 1 Im 6_ „ I 1 1 EL. +14.d,3' NAVD 1 EL. 11251 NAVD k I I 1 0 0 SLAB DGE F SL B 11,L91„ I ' x18•x18.1 I CONCRETEI 100 SLOPE 5" L COLUMN I_ lip I� 1 ! 0 1 PC j I c1 RrE" S 2 I i w COLUMN _--------_�_ __ -1 PC I 1 PC 1 PC LI OI O , GB -8 r,-�.., GB -8 r -'-,G13-8r .I in ----------- P -- ----- 80N8RETE C1 8x18• I 8•x18• I I 8•x18•x18" O CONCRETE C2 CONCRETE C2 C1 CONCRETE H- COLUMN COLUMN COLUMN COLUMN >- 3 > 1 Q S-6 Q S-6 JW _ J 11 � PILE LAYOUT 1 - 7P-6 1p EL. +12.50' NAVD TOP OF PILES (TYPICAL 4 LOCATIONS) 7'-8" 1 7'-6" 1 1 7'-3 1/2" 24'-8" 1 11'-2 1/2" C-8" FOUNDATION PLAN 8" CMU ELEVATOR PIT WALLS w/ N CO N 1-#5 VERTICAL AT EACH CORNER 5'-2" a.�� AND @ 16" O.C. FILL ALL CELLS PIT NOTE: SEE ARCHITECTURAL INDICATES RECESS SOLID w/ CONCRETE GROUT H�NMoO DRAWINGS FOR ADDITIONAL LLJ TOP OF SLAB 31/2" .4 LAYOUT CONCRETE FOUNDATION o U6 --------- -- 8• CMU I c:3•::<:;� SLAB DIMENSIONS. INDICATES EXTERNAL 1�EP I ` 4 BREAK -AWAY SLAB ON GRADE ( I I \ ELEVATOR =I I a0 -=�I INDICATES 16"0 AUGERCAST CONCRETE PILE. TOP OF `T j j INDICATES CONCRETE 16"0 AUGERCAST PILE. TOP OF 5 I 00 1 I 17.33' NAVD oc + g. I ' I 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. INDICATES 16"0 AUGERCAST CONCRETE PILE. TOP OF j f -'. j 4 INDICATES CONCRETE 16"0 AUGERCAST PILE. TOP OF ` I PILE EL19.00' NAVD F .+ L_�_J ~'" 8" CMU 8" CMU � EL. +14.08' NAVD I %EL. +14.08' NAVD TOP OF PILECAP TOP OF ELEVATOR (+15.18' NGVD) C-8" PIT SLAB ELEVATOR PIT FOUNDATION PLAN SCALE: 1/4" = 1'-0" 3,I-7„ 3 1/2' SHOWER 100'-10" 14'-4" 121-4)) 5 w/ STD 90° BEND LOWER THIS AT TOP @ 12" O.C. GRADE BEAM (TYPICAL) BY 4" I 4'- 1 " 1 '-10" 5 4 LOWER THIS GRADE BEAM 4" S-4 S-5 4" STP EL. +21.17' NAS I( TOP OF SLAB 41'-3" 10'-10" #5 w/ STD 90° BEND AT TOP @ 12" O.C. (TYPICAL) 10'-10" 11'-10" 5 4 1'-4"w x 1'-6"d -4 S-4 EXTERIOR GRADE BEAM 11-0 PILE LAYOUT I— 0 Q J W J E 0 P 0. __J - L_, GB -2 - -GB-2 -_, L._ ; J --- GB__.2- --- L, - --- GE -2------- L., . 4 w� STD 9�0° BEND dee rl, r1 - AT=TOP 6 12 O.C. ° ,c, 1 PC 1 PC I — 1 PC I I 1 C 1P _ 1 PC 1 - �SfiQ R I , \ m SEL. +21.50' NAVD _I TOP OF SLAB i cn REFRIGERATCF, i i �ICAL) 1, I I I 8 STEP � S-5 (+22.60 NGVD) I I� I o III I I _ 1 --- I I ©12 O.C. 0 z o I13 I 5 BENT BAR AT I I, -s` I 1 I mQ I m N I I I I — I TOP+ 0.p8j3' NAVD o 0 cn I 5 AT TOP 03:1 /2 >,STEP ----- I" z © I i I ; I GB-� --DOWN AT _w__ p_ __._-_-_------------- � � (TYPICAL) 0 0 m I Ij I TOP @ 12" O.C. I PERVIOUS o nl PAVE S -J�---- SHOWER w � z I I I — = I I I I ,� EL. +21.50 NAVD III I �_ o II I II' I D II #5 AT TOP 0 0 I I m DW I ® SI K - -- - - ( TOP OF SLAB _. z F: @) � _ I I_ L (+22.60 NGVD) w.c. © 12" O.C. 0 0 --- =- = W----= ----- -,-- w- .. -: - --- -------s -, „ 0 w : 1 ---- ---- I %�' �` __� _ - GB -3 1 �j 1 -4 w x3 l' -6"d I (TYPICAL) � � - - - I'll j � � _________ _________ _ , ;�;,! - — — — — 1 � 1 2 I €' �e-a---- - 1 P C 1 P C TI 7==- - - - - , -� -� -_� -------- 2 r - - _-_ _ I I Q I I I I 1 EL F1 PC +21.50' NAVD S-4 S-4 1 -4 w x 1 -6 d e I ;I I I� I I `( 6" 1 I I $TOP OF SLAB INTERIOR GRADE -- - ,---- J w w ao I I STEP BEAM o d0 ------------ J I II`I I- - - - - , p r---- ---------- -- ----------- 1`- I----- i S-4 @ 12 O.C. S-4 z m 1 2 ml I iE I "I _•-•--- -1 ------ GB -1 � GB -1 I I ) � C1 1 ' SLOPE 2" S SIMIL � RI PC ___ _ ____.1.p 1 PC I (TYPICAL) 0 �w � I '� . 1; F -1 —p C ---- - - - - - - - - IA rt EL. +20.83' NAVD EDGE OF SLAB II f� 00 '' ;•;;:: EL. +14.08 NAV J �c3 l-I-�� Is - -- - s-- --------- �-T'� EL +21.00' NAVD �-rl 1 -4 w x 1'-6 d cn I- GB -1------ ,- GB -1 , OF ELEVATO 1 PC ; 1 PC 1 PC T I PIT SLAB I wo I III I � I I TOP OF SLAB I I EXTERIOR GRADE W N 0 ; I I 1'-4"w x 1' 6" d I I I BEAM 0 zo ~o I E I INTERIOR GRADE m j 3 w/ STD 90° BEND i�j ( 4 w STD 90° BEND o0 STP , 6 z F- © m I I II I� BIEAM Q AT TOP © 12 O.C. 11 I' # / I N J4 EL. +21.50 NAVD S-4 00 w I (� ImLn v III Iml ,I AT TOP 12 O.C. I N TOP OF SLAB I I {) Icy w o N (+22.60 NGVD) o III I l' -4"w x l' -6"d 0^ 3 I �I I g INTERIOR GRADE z c I 1 \ 0 0 S-4 �' I 1 PC I S-4 BEAM 0 G' - 1,[1 PC GB -3 1 C r I_, 1 PC z F- p m :. I –� 0 0 — r- --- ---- --- `. - - --GB-2------------- 0 Lj `O 6 - - - ,- �- - --- - - - - � LOWER THIS— __ 3 - - --------7 - �7J GRADE BEAM j I _ SLOPE 2"_ ` Tr I 5" I I 1 I L - --- I I LOWER THIS o GB -6- N BY 1 2 N `� I I w STEP w I I!=�-`--�- I I ��,-------� ' GRADE BEAM 1 I I �M1 ' I I it m I i ( I 1 Im EL. +21.00 NAVD m BY 11/ I I€ TOP OF SLAB c'I N I I I N N "L _ 1 I I 1 PC 1 FIREI ILACE i' 2 I; 1 1 L-� __ ___- - - I_ #5x8'-0„ w/ � l GB -2 ��! - 1PC LI 1PC _._- _ - --_ GB 2 1 �PP-f'-------- -- 1� STD 90° BEND AT _ _� ,-�-1 ,'/ .__ __.__ .�___ ___ — _ __ ____ ___ 1 TOP ©12" O.C. �.'. mP , ___. _--_- __-_ ._ II 7 LACE GB -5 I it '' ! d- 1'-0" x 1'-6'�I'd EL. +21.08 AVD S-5 #5 w/ STD 90° B ND " �I' #5 w/ STD 90° BEN EXTERIOR GRACE 9 TOP OF SLAB AT TOP © 12" D.C. -' 5 4 AT TOP @ 12" O.C. BEAM S_4 EL. +21.0 VD (TYPIC AL 7 S-4 S-4 (TYPICAL) EDGE OF L CANTILEVERED 10" STRUCTI,JRAL CONCRETE SLAB S-5 SIMILAR SIMIL R w/ #5x6'- ENT BAR w/ STD 1 –o" 1'-0' 180° HOOK AT TOP © 12" O.C. AND # 12" O.C. BOTTOM 5'-11" 12'-4" 1'-5 1 16'-9" 10'-10" 10'-10" 11'-10" 1– " 14'-4" EL. +20.83' N, EDGE OF SLAB PILE LAYOUT 1'– 1 /2" 10'-8" 3'-0" 8'-10" 6'-0" 8'-10" 11'-10" 100'-10" 15'-1 1/2" AUGERCAST PILE FOUNDATION PLAN SCALE: 1/4" = 1'-0" N CO N a.�� AUGERCAST N00 NOTE: SEE ARCHITECTURAL INDICATES RECESS H�NMoO DRAWINGS FOR ADDITIONAL LLJ TOP OF SLAB 31/2" .4 LAYOUT CONCRETE FOUNDATION o U6 Q. ° a SLAB DIMENSIONS. INDICATES EXTERNAL c6 191- BREAK -AWAY SLAB ON GRADE LA. LLJ ® w w W a oC u,� a0 -=�I INDICATES 16"0 AUGERCAST CONCRETE PILE. TOP OF `T j j INDICATES CONCRETE 16"0 AUGERCAST PILE. TOP OF I L__ _J I PILE EL.+ 19.83' NAVD I 1 PILE EL.+ 17.33' NAVD oc + I ' I 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. INDICATES 16"0 AUGERCAST CONCRETE PILE. TOP OF j f -'. j 4 INDICATES CONCRETE 16"0 AUGERCAST PILE. TOP OF ` I PILE EL19.00' NAVD F .+ L_�_J 1 �' 1 L._J _� PILE EL.+ 12.50' NAVD 35'-6" rn if) 0 a J W n N ro,� W E ks... �/S SCALE: 1/411 = 1'-0" 2' 4' 8' N CO N a.�� AUGERCAST N00 qt Q� H�NMoO ° to 00 .4 LAYOUT Q� o U6 Q. ° a Q c6 191- QRZ © w LA. LLJ ® w w W a oC u,� a0 smi LL- W Ucu)w w wQ U�U)O� O oc 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER �U - 420 OSCEOLA AVENUE QWwI- JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED �X WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. �Z cck ail. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE c�W INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE LL DW FL P.E. 36820 WW��ti SIGNATURE IN BLUE INK RAISED SEAL U �UcnQo CO w� pQW W �t Q� w�ILM� �-j 2iOoP-rn LL N ) u z a - N ro,� W E ks... �/S SCALE: 1/411 = 1'-0" 2' 4' 8' N cwi z "Q =-J to z AUGERCAST IL W oo N PILE FOUNDATV ° to 00 .4 LAYOUT �P<a DZMZ o PLAN Q. ° a O �. ��� QRZ © w LA. LLJ ® w w W a oC u,� a0 smi LL- W Ucu)w w SHEET 1 OF 23 O oc 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE - 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cck ail. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 100'-10" 1,_7„ 15,_1„ 7'-4" 8" 5'-10" 6'-9 1/2" 3'-7" 3 1/2 14'-4" „ 4,_1„ EXTERNAL 4"t BREAK -AWAY EL. +17.00' NAVD, SHOWER CONCRETE SLAB ON GRADE TOP OF SLAB 5 -8 1/2" 1 -7 1/2t' w/ WWF 6x6 W1.4xW1.4 OVER EL. +16.00' NAVD OIL 6 MIL VAPOR BARRIER ON TOP OF SLAB TERMITE TREATED 8 x1a•x1 4" S P EL. ±18.67' NAVD 4" STEP EL. +21.17' N� COMPACTED FILL co�UMN __..._n - - TOP \p' F SLAB OF SLAB _ _ (` TOP (D w LqCRETE' RECYCLE " i Y p _ a I C1 i •- .. i — I 0� � jv) 8 a x}$ �g• z N \ C ONERE w N COLUMN CCOLUMN Rw�c �f \ w I _ SHQR _ M[J ROOM '`- \ \ o _SEL. +21.50' NAVD " c1 _ ___ c2 c1 - 'n I z I I Y TOP OF SLAB I -�___�.-__�"_ 7T- C2 5 BATH � vi i I . . . I I � ,�\ � (+22.60' NGVD) I - I KEEPING I i EL. +14.83' NAVD \ i I S 6 KITCHEN VESTIBULE EDGE OF SLAB I. „ ; 8orlie.RET$E 3i/ „ S I SLOPE 5 COLUMN MUD ROOM 2 TEP -------- MUD • I -- i JOINT IN AT SAWCUT J � _._..__ __--- _-----_____ s K DOWN }} I C1 3,_g" STEP 2 -6 STEP SHOWER 'ELj +15.25' NAVD SEL. +19.00' NAVD j i ' I TOP OF SLAB TOP OF SLAB 8•x15• CONCRETE �_ _ _, _ _ I _ _ _ _ .SAWCUT_JOINT .. _. _��__._.�—.:__;�_ COLUMN i a _- - ---_ -- --= CONCRETE � C3 i _" COLUMN C3 � ' z • i '01. t pi �3 U� U EL. +14.83 NAVD a.i i 3f 3i ¢INAVD--------------- - EDGE OF SLAB LOPE 5" " " _ 14" STEP ; �_ CAR.AGE -! _ sAwcur �oiNr. z.. 00 I - EL. +15.25' A;VD kVESTIBULE . i '� TOP 0 SL�,B -T. A. I ELEVATOR t'i/E 4 CONCRETE SLAB ON G ADE I I i � " a�x18•�mm_ I ." OVER 6 , MIL VAPOR BARRIER, CONCRETE; c"3 - f OVER TERMIIT� TREAT �.' -COLUMN , ED COM ACTED ELEVATOR -- -- -= -- - -- - -- a•CRE FILL SAWCUT SLAB ON GME EQUIPMENT `n CONCRETE - _ _ _ SAWCUT JOINT- A R COLUMNON A 5 -0 x 5 -0 -- -_ _ EL.�-1fi.25 NAVD EL. +14.83' NAVD s 0:) �o OP OF SLAB" ., # .. I , 1GA AGE EDGE OF SLAB _ I =.�, r i I " 1STQ .31".iST RAGE , 31 �. � NI} S OPE 5" _2 TYPICAL SAWCUT JOINT Ix 8*x18* S-2CONCRETE C1 COLUMN ..�......._..,.,,�.. o 8?x1a.• . a•x18•x;8 CONCRETE CO, CRETE CONCRETE. Lo 8•%18•x18• COLUMN C LUMN C UMN Lo CONCRETE "4 COLUMN i • I C1 C2 C2 C1 3 1 S-6 S-6 ; 8" 1 10" 2-#5 VERTICAL 3-#5 VERTICAL THIS FACE THIS FACE w/ 2-#5 VERTICAL #3 TIES © 8" O.C. a THIS FACE 00 1'-6" 3-#5 VERTICAL THIS FACE w/ #3 TIES © 8" O.C. 8"x18"x18" CORNER CONCRETE COLUMN 1 DETAIL S-2 SCALE: ~w = V-0" 4-#5 VERTICAL EACH FACE w/ #3 TIES @8" O.C. C 2 CO -E 8"x18" CONCRETE COLUMN K -2 --- DETAIL S-2 SCALE: 3/4 = 1'-0" 11'-2 1/2" POWDER BUTLERS ' WC PANTRY EL. +21.50' NAVD TOP OF SLAB '-------------------- --------------------- T __-____®-__-__-_TI LE 7'-5" STEP-DOWN °B° AT ELEVATOR PIT EL. +14.08' NAV _ TOP OF ELEVATO PIT SLAB f -' FOYER DINING EL. +21.50' NAVD TOP OF SLAB - e - i (+22.60' NGVD) ' 5" - i I I I ui STEP Li I I I i o SOUTH PORCH -i 1 EL. +21.08' NAVD TOP OF SLAB EL. +21.00' NAVD EDGE OF SLAB 1'- 1 /2" 10'-8" 14'-4" 15-1 1/2" 100'-10" O Lo 3'-0" OVENS 1 1` ----- e 41'-3" REFRIGERATOR I� RANGE KITCHEN SINK I-_.____________ INSTALL CONDUITS FOR ISLAND EL. +21.50' NAVD TOP OF SLAB (+22.60' NGVD) LIVING INSTALL CONDUIT FOR ELECTRICAL FLOOR OUTLETS (VERIFY W/ OWNER) STONE HEARTH i ti FIREPLACE ,i,' ' � _.__________ FIR 6,-0„ 8'-10„ 35'-6" 1 I BREAKFAST _j_EL. +21.50' NAVD TOP OF SLAB _ ____------------- 6 >, V STEP I EL. +21.00' NAVD TOP OF SLAB i i i SLOPE 2" I I f I i I I I EAST PORCH I I I ( I I I I I [ SCEP � SLOPE 2"_ � • I EL. +21.00' NAVD I �" TOP OF SLAB w C/) O z =o Uwe Q� Z WLL W <� =Q m Qw Wm O mU �H T Z � J Q O U W FOUNDATION SLAB DIMENSION AND LAYOUT PLAN N SCALE: 1/4" = 1'-0" , W E NOTE: SEE ARCHITECTURAL GARAGE END WALL -7 INDICATES RECESS DRAWINGS FOR ADDITIONAL BEYOND S LLJ TOP OF SLAB 31/2" CONCRETE FOUNDATION EL. +14.83' NAVD SURFACE APPLIED SLAB DIMENSIONS. EDGE OF SLAB BRICK VENEER AS PER SCALE: 1/4" - 1'-0" ElINDICATES EXTERNAL ARCHITECTURAL PLANS BREAK -AWAY SLAB ON GRADE UNREINFORCED 4" CONCRETE 2' 4' 8' BREAK—AWAY GARAGE INSTALL 1" THICK SAND I�uus ElINDICATES LOWER GARAGE SLAB ON GRADE BOND BREAKER LAYER IN BREAK—AWAY SLAB ON GRADE SLOPE BETWEEN GRADE BEAM AND BREAK—AWAY SLAB ON GRADE C# INDICATES CONCRETE COLUMN PERVIOUS PAVERS AS a O AS PER STRUCTURAL SHEET S-2 �� �� �� �� A. PER ARCHITECTURAL FOUNDATION EL. +14.16' NAVD DRAWINGS SLAB LAYOUT UNREINFORCED 4" CONCRETE \ • • TOP OF GRADE BEAM PLAN 3-#5 VERTICAL BREAK -AWAY SLAB ON GRADE FASTEN 2"x8" P.T. SYP N0.2 OVER 6 MIL VAPOR BARRIER, w >, EACH FACE w/ OH DOOR PLATES w/ 6pcs 1/8"x1" DEEP SAWCUT OVER TERMITE TREATED COMPACTED -� 16 x16 CONCRETE GRADE #3 TIES © 8" O.C. 1/20x8" BEAM w/ 2- HOT DIPPED w/ ELASTOMERIC FILL. SAWCUT SLAB -ON -GRADE ON _ 2" EAR #6 CONTINUOUS TOP,� jp � GALVANIZED ANCHOR SEALANT A 5'-0"x5'-0" GRID. N 2-#6 CONTINUOUS MIDDLE, AND C.> „ 2-#6 CONTINUOUS BOTTOM, AND C3 BOLT. w/ 2x2' x /8 „ PLATE d 1'-4" #3 STIRRUPS © 12" O.C. LLI WASHERS @ 24" O.C. ° ° V Sm2 2"x8" P.T. SYP N0.2 GB -8 LL_SHEET2 of 23 g" NOTE: SAWCUT CONCRETE SLAB WITHIN LL_BUCK EACH END 4 TO 12 HOURS OF CONCRETE PLACEMENT 16"x16" GARAGE GRADE BEAM C) 12/21/2018 8 x15" CONCRETE COLUMN SAWCUT SLAB, TYPICAL AT OH GARAGE DOOR BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. 3 ETA I L 4 SECTION 5 S E C TI ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER DO N 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE » WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 S-2 SCALE: 3/4 = 1'-0" S-2 SCALE: 3/4 = 1 -0 S-2 SCALE: 3/4" = 1'-O" AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH, cc e@ Isom 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE r 1 )1-b WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL C14Q m co CO (o �O ar'ONc\1 co N 114- QM m00 ~ND�d' cq Of 0 co wQ - m U_ J a � < Z)WLIJ W Zly U ti >_U cIfUcnQo J a_— J I— Ld►` W Q N Q�Lij U)EL 9�- Z -' :D 1 20 C:) IL <-jNW2 Z d w C/) O z =o Uwe Q� Z WLL W <� =Q m Qw Wm O mU �H T Z � J Q O U W FOUNDATION SLAB DIMENSION AND LAYOUT PLAN N SCALE: 1/4" = 1'-0" , W E NOTE: SEE ARCHITECTURAL GARAGE END WALL -7 INDICATES RECESS DRAWINGS FOR ADDITIONAL BEYOND S LLJ TOP OF SLAB 31/2" CONCRETE FOUNDATION EL. +14.83' NAVD SURFACE APPLIED SLAB DIMENSIONS. EDGE OF SLAB BRICK VENEER AS PER SCALE: 1/4" - 1'-0" ElINDICATES EXTERNAL ARCHITECTURAL PLANS BREAK -AWAY SLAB ON GRADE UNREINFORCED 4" CONCRETE 2' 4' 8' BREAK—AWAY GARAGE INSTALL 1" THICK SAND I�uus ElINDICATES LOWER GARAGE SLAB ON GRADE BOND BREAKER LAYER IN BREAK—AWAY SLAB ON GRADE SLOPE BETWEEN GRADE BEAM AND BREAK—AWAY SLAB ON GRADE C# INDICATES CONCRETE COLUMN PERVIOUS PAVERS AS a O AS PER STRUCTURAL SHEET S-2 �� �� �� �� A. PER ARCHITECTURAL FOUNDATION EL. +14.16' NAVD DRAWINGS SLAB LAYOUT UNREINFORCED 4" CONCRETE \ • • TOP OF GRADE BEAM PLAN 3-#5 VERTICAL BREAK -AWAY SLAB ON GRADE FASTEN 2"x8" P.T. SYP N0.2 OVER 6 MIL VAPOR BARRIER, w >, EACH FACE w/ OH DOOR PLATES w/ 6pcs 1/8"x1" DEEP SAWCUT OVER TERMITE TREATED COMPACTED -� 16 x16 CONCRETE GRADE #3 TIES © 8" O.C. 1/20x8" BEAM w/ 2- HOT DIPPED w/ ELASTOMERIC FILL. SAWCUT SLAB -ON -GRADE ON _ 2" EAR #6 CONTINUOUS TOP,� jp � GALVANIZED ANCHOR SEALANT A 5'-0"x5'-0" GRID. N 2-#6 CONTINUOUS MIDDLE, AND C.> „ 2-#6 CONTINUOUS BOTTOM, AND C3 BOLT. w/ 2x2' x /8 „ PLATE d 1'-4" #3 STIRRUPS © 12" O.C. LLI WASHERS @ 24" O.C. ° ° V Sm2 2"x8" P.T. SYP N0.2 GB -8 LL_SHEET2 of 23 g" NOTE: SAWCUT CONCRETE SLAB WITHIN LL_BUCK EACH END 4 TO 12 HOURS OF CONCRETE PLACEMENT 16"x16" GARAGE GRADE BEAM C) 12/21/2018 8 x15" CONCRETE COLUMN SAWCUT SLAB, TYPICAL AT OH GARAGE DOOR BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. 3 ETA I L 4 SECTION 5 S E C TI ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER DO N 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE » WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 S-2 SCALE: 3/4 = 1'-0" S-2 SCALE: 3/4 = 1 -0 S-2 SCALE: 3/4" = 1'-O" AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH, cc e@ Isom 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE r 1 )1-b WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL H 0 U S E C O N C R E T E 2" G R A D E B E A M 5/S-5 GRADE BEAM MARK SIZE w x d 2 BEAM BTM ELEVATION (NAVD) LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES BOTTOM TOP MIDDLE BAR SIZE SPACING GB -1 16" x 18" GARAGE EL. +20.00' 4-#6 4-#6 - #3 6" O.C./12" O.C. GB -2 16" x 18" FILL. EL. +20.00' 4-#6 4-#6 A 5-0"x5-0" GRID. - #3 6" O.C./12" O.C. GB -2 16" x 24" U) EL. +17.00' 4-#6 LL 4-#6 - #3 6" 0.C./12" O.C. GB -3 16" x 18" EL. +20.00' 4-#6 �J 4-#6 90° BEND @ 12" O.C., - #3 6" O.C./12" O.C. GB -4 16" x 18" WN EL. +19.33' 4-#6 4-#6 - #3 6" O.C./12" O.C. GB -5 12" x 18" EACH WAY, TOP OP AND EL. +19.50' 3-#6 �Ooarn 3-#6 - #3 6" 0.C./12" O.C. GB -6 8" x 18" EL. +20.00' 2-#6 2-#6 - #3 6" 0.C./12" O.C. GB -7 12" x 37" EL. +18.42' 3-#6 3-#6 - #3 6" O.C./12" O.C. GB -8 16" x 16" EL. +12.83' 3-#6 3-#6 3-#6 #3 6" O.C./12" O.C. CLEAR COVER SCHEDULE DESCRIPTION TOP BAR BOTTOM BAR HOUSE GRADE SLABS 11 2" 2" HOUSE GRADE BEAMS 2" 3" PILE 0 0u(a) TYPICAL BEAM STIRRUP & TIE TYPES S C H E D U L E NOTE: PROVIDE STD. 90° BENDS AT TOP REINFORCING STEEL AT ALL GRADE BEAM EXTERIOR ENDS AND INTERSECTIONS. PILE SPAN #6 TOP REINFORCING 4'-0" MIDDLE 4'-0" CONTINUOUS OVER 3 STIRRUPS @ 6" O.C. #3 STIRRUPS @ 12" O.C. 3 STIRRUPS @ 6" O.C. PILE CAP 1 1 1 1 1 1 I I I I I I I I i I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I PILE CAP #6 BOTTOM REINFORCING REINFORCING CONTINUOUS FROM PILE 3pcs #3 TIES @ 3" O.C. CAP TO PLIE CAP 16"0 AUGERCAST—`1AT TOP OF PILE 16"0 AUGERCAST PILE PILE NOTE: SEE SECTIONS FOR SPECIAL STIRRUP SPACING CONDITIONS GRADE BEAM STIRRUP SPACING 2-� SECTION S-3 SCALE: 1/2" = 1'-0" TYPICAL 900 BEND 4 BAR DIAMETERS OR 21/2" MIN. TYPICAL 1800 HOOK ryOf Qw m~ w N �Q 0 STD HOOK EMBEDMENT LENGTHS REMARKS SECT. NO. REF. TYPE 2 INTERIOR AT SLAB 2/S-4 2 EXTERIOR EDGE 5/S-4 2 MUDROOM EDGE 5/S-5 2 AT 6" STEP-DOWN 3/S-4 2 EAST PORCH EDGE 8/S-_4 2 SOUTH PORCH EDGE 9/S-4 2 DINING ROOM 1/S-5 2 MUDROOM STEP-DOWN 2/S-5 2 GARAGE 2/S-6 NOTE: PROVIDE STD. 90° BENDS AT TOP REINFORCING STEEL AT ALL GRADE BEAM EXTERIOR ENDS AND INTERSECTIONS. PILE SPAN #6 TOP REINFORCING 4'-0" MIDDLE 4'-0" CONTINUOUS OVER 3 STIRRUPS @ 6" O.C. #3 STIRRUPS @ 12" O.C. 3 STIRRUPS @ 6" O.C. PILE CAP 1 1 1 1 1 1 I I I I I I I I i I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 I I PILE CAP #6 BOTTOM REINFORCING REINFORCING CONTINUOUS FROM PILE 3pcs #3 TIES @ 3" O.C. CAP TO PLIE CAP 16"0 AUGERCAST—`1AT TOP OF PILE 16"0 AUGERCAST PILE PILE NOTE: SEE SECTIONS FOR SPECIAL STIRRUP SPACING CONDITIONS GRADE BEAM STIRRUP SPACING 2-� SECTION S-3 SCALE: 1/2" = 1'-0" TYPICAL 900 BEND 4 BAR DIAMETERS OR 21/2" MIN. TYPICAL 1800 HOOK ryOf Qw m~ w N �Q 0 STD HOOK EMBEDMENT LENGTHS BAR SIZE TOP REINF. ALL OTHER REINF. #4 10" 7" #5 13" 9" #6 14" 10" #7 17" 12" HOOK EMBEDMENT LENGTH SCHEDULE q WIDTH PILE CAP, SEE SCHEDULE \-16"O AUGERCAST NOTES: PILES, SEE DETAIL 1,/S-3 1) 'H' DENOTES 180° HOOK AT BOTH ENDS OF ALL BARS. 2) SEE PILE CAP PLAN ON SHEETS S-1 FOR DIMENSIONS TO CENTERLINES OF PILE CAPS. 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE PILE CAP SCHEDULE 8" CMU ELEVATOR SHAFT REINFORCING MARK LENGTH WIDTH DEPTH LONG SHORT 1 PC 2'-0" 2'-0" 2'-0" 3-#5 3-#5 2PC 6'-5�/4" 2'-51/2" 2'-0" 4-#5H 7-#5H Lo I cD PILE CAP SCHEDULE 3 DETAIL S-3 SCALE: N.T.S. 0 I 8" CMU ELEVATOR SHAFT � � — 1-- I— —I oo Lo N I ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. I WEST I M DOOR OPENING � (CO:) I _ _� 00 L0 N 1 ELEVATOR PIT INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE1 1/2" EXPANSION JOINT AND 16"0 AUGERCAST PILE (--v EAST I V-5 1/2" 1'-0" 24" DEPTH_ 2'-5 1/2" "2PC" PILECAP n DETAIL SCALE: 1/2" = 1'-0" c i ,I% EL. +19.83' NAVD TOP OF PILE VERTICAL #5 REINFORCING BARS FROM THE AUGERCAST CONCRETE PILE SHALL HAVE STD. 90° HOOKS OR BEND OVER INTO THE PILE CAP. EXTEND VERTICAL #5 PILE REINFORCING BARS 24" MINIMUM ABOVE TOP OF PILE. (TYPICAL ALL LOCATIONS). 16"0 AUGERCAST PILE N/ 7—#5 x 35-0" LONG iv/ #3 TIES @ 12" O.C. #3 TIES @ 12" O.C. PILE SECTION SCALE: 3/4" = 1'-0" j EL. -15.00' NAVD BOTTOM OF PILE (EL. -16.10' NGVD) TYPICAL 16"0 AUGERCAST PILE 1 DETAIL S-3 SCALE: N.T.S. 16"0 AUGERCAST CONCRETE PILE INSPECTION 1. PILES SHALL HAVE A MINIMUM DIAMETER OF 16" AND SHALL PROVIDE A MINIMUM SAFE BEARING CAPACITY OF 50 TONS, ALLOWABLE TENSION CAPACITY OF 9 TONS, AND LATERAL CAPACITY OF 6 TONS. 2. FORM THE CAST IN PLACE PILE BY DRILLING A HOLE IN THE GROUND WITH A HOLLOW STEM CONTINUOUS FLIGHT AUGER TO THE SPECIFIED TIP ELEVATION INDICATED ON THE PLAN. PUMP 5000 PSI CONCRETE GROUT DOWN THE AUGER STEM AND OUT THE TIP INTO THE CAVITY FORMED. AS THE AUGER IS SLOWLY WITHDRAWN, THE AUGER SHALL NOT BE PERMITTED TO ROTATE DURING THE WITHDRAWAL PROCESS, AND SHALL BE WITHDRAWN IN A STEADY, CONTINUOUS MOTION. CONCRETE GROUT PRESSURE SHALL BE MEASURED AND SHALL BE MAINTAINED AT AN ADEQUATE PRESSURE AT ALL TIMES TO OFFSET THE DEVELOPED HYDROSTATIC AND LATERAL EARTH PRESSURES. THE INSTALLED CONCRETE GROUT VOLUMES SHALL BE MEASURED TO VERIFY THAT THE VOLUME OF THE CONCRETE GROUT VOLUME INSTALLED IN EACH PILE IS EQUAL TO OR GREATER THAN THE CALCULATED VOLUME OF THE HOLE CREATED BY THE AUGER. IF THE INSTALLATION PROCESS OF ANY PILE IS INTERRUPTED OR LOSS OF CONCRETE PRESSURE OCCURS, THE PILE SHALL BE REDRILLED TO THE ORIGINAL DEPTH AND REFORMED. AUGERED PILES SHALL NOT BE INSTALLED WITHIN SIX PILE DIAMETERS, CENTER TO CENTER, OF AN ADJOINING PILE FILLED WITH CONCRETE GROUT LESS THAN 24 HOURS OLD. IF THE CONCRETE GROUT LEVEL OF A AUGERED PILE DROPS, THE PILE SHALL BE REJECTED AND REPLACED. 3. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. 4. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. 5. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLTION COMPLIES WITH THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGERED PILE WORK. NOTE: DRILLED AND EPDXIED 1/2 "Ox10" HOT DIPPED GALVANIZED THREADED STUDS MAY BE SUBSTITUTED FOR THE CAST -IN-PLACE ANCHOR BOLTS. ELEVATOR �L 1' 4" 61-8" 8'-8"x6'-51/4" ELEVATOR PIT PILE CAP 5 SECTION S-3 SCALE: 3/4" = 1'-0" 2"X4" ELEVATOR INTERIOR BEARING WALL BEYOND. SEE SHEETS -7 #5 TOP w/ STD. 90° BEND @ 12" O.C., #5 @ 12" O.C. BOTTOM #4 @ 12" O.C. TEMPERATURE REINFORCING 7" STRUCTURAL CONCRETE SLAB -[*EL. +21.50' NAVD TOP OF SLAB (+22.60' NGVD) • ,L EL. +20.91' NAVD BOTTOM OF SLAB 1-#5 VERTICAL @ 16" O.C. BEND OVER INTO SLAB AND LAP w/ TOP #5 REINFORCING 8" CMU ELEVATOR PIT WALLS w/ 1-#5 VERTICAL AT EACH CORNER AND @ 16" O.C. FILL ALL CELLS SOLID w/ CONCRETE GROUT 1-#5 VERT. DOWEL @ 16" O.C. w/ STD 90° BEND INTO PILE CAP ALIGNED W/ WALL REINFORCING ABOVE 2-#5 CONTINUOUS AROUND PERIMETER 0 N 0 SEL. +15.25' NAVD TOP OF PILE CAP ,� EL. +14.08' NAVD TOP OF PILE CAP _,LEL. +12.50' NAVD TOP OF PILE JEL. +12.08' NAVD BOTTOM OF PILE CAP \-16"O AUGERCAST PILE Kli, w/ 7—#5 x 30'-0" LONG 1' 4" w/ #3 TIES @ 12" O.C. 1'-0" I 8" CMU ELEVATOR SHAFT 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, IN(l ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. WALLS BEYOND ELEVATOR 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE 0 DOOR OPENING Cl) (CO:) N cAkatheWITH ELEVATOR PIT INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE1 1/2" EXPANSION JOINT AND WATERPROOFING OTHER STRUCTURES" MENTIONED IN NOTE 2. Q DESIGNED BYOTHERS UoWQdo- ELASTOMERIC SEALANT =O UNREINFORCED 4" CONCRETE BREAK -AWAY SLAB ON GRADE Q Q Q OVER 6 MIL VAPOR BARRIER, OVER TERMITE TREATED COMPACTED W z F_ FILL. SAWCUT SLAB -ON -GRADE ON A 5-0"x5-0" GRID. LLl `n J N EL. +15.25' NAVD ¢ U) TOP OF SLAB LL - i EL. +14.08' NAVD Of //�\ TOP OF ELEVATOR U PIT SLAB #5 TOP w/ STD. oU �J 90° BEND @ 12" O.C., m EACH WAY LL.0 48" Q of WN BEND OVER VERTICAL #5's INTO THE ELEVATOR 8" THICK ELEVATOR PIT -V1 Q� PIT PILE CAP. w SLAB 5 @ 12" O.C., / # EACH WAY, TOP OP AND -'0 �Ooarn BOTTOM ELEVATOR PIT 3-#5x1'-6", LL #5 DOWEL EACH WAY, ABOVE PILE UJ 1' 4" 61-8" 8'-8"x6'-51/4" ELEVATOR PIT PILE CAP 5 SECTION S-3 SCALE: 3/4" = 1'-0" 2"X4" ELEVATOR INTERIOR BEARING WALL BEYOND. SEE SHEETS -7 #5 TOP w/ STD. 90° BEND @ 12" O.C., #5 @ 12" O.C. BOTTOM #4 @ 12" O.C. TEMPERATURE REINFORCING 7" STRUCTURAL CONCRETE SLAB -[*EL. +21.50' NAVD TOP OF SLAB (+22.60' NGVD) • ,L EL. +20.91' NAVD BOTTOM OF SLAB 1-#5 VERTICAL @ 16" O.C. BEND OVER INTO SLAB AND LAP w/ TOP #5 REINFORCING 8" CMU ELEVATOR PIT WALLS w/ 1-#5 VERTICAL AT EACH CORNER AND @ 16" O.C. FILL ALL CELLS SOLID w/ CONCRETE GROUT 1-#5 VERT. DOWEL @ 16" O.C. w/ STD 90° BEND INTO PILE CAP ALIGNED W/ WALL REINFORCING ABOVE 2-#5 CONTINUOUS AROUND PERIMETER 0 N 0 SEL. +15.25' NAVD TOP OF PILE CAP ,� EL. +14.08' NAVD TOP OF PILE CAP _,LEL. +12.50' NAVD TOP OF PILE JEL. +12.08' NAVD BOTTOM OF PILE CAP \-16"O AUGERCAST PILE Kli, w/ 7—#5 x 30'-0" LONG 1' 4" w/ #3 TIES @ 12" O.C. 1'-0" I SCALE; 3/4" = V-0" 1' 2' FOUNDATION SCHEDULES AND NOTES OFFICE COPYSm3 SHEET 3 OF 23 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, IN(l ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE 0 JACKSONVILLE BEACH, FLORIDA 32250 Cl) (CO:) N cAkatheWITH 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE1 WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. Q o UoWQdo- =O SCO~DN Q W U Q R LLl of J a � Z ¢ U) ui LL Z Of C-14 U ryW Q oU �J �'JI�-L(` m LL.0 in Q of WN Q� wEEu-p4 -'0 �Ooarn LL <�N UJ a SCALE; 3/4" = V-0" 1' 2' FOUNDATION SCHEDULES AND NOTES OFFICE COPYSm3 SHEET 3 OF 23 12/21/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, IN(l ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSVASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 A MINIMUM BASIC WIND SPEED OF 130 MPH. cAkatheWITH 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE1 WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL