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1303 BEACH AVE - ADDITION AND POOL DRAWINGS RICHARD SKINNER r &ASSOCIATES,ARCHITECTS 2245 St Johns Avenue Jacksonville,FL 32204 904.38 .6710 www.is-anchttectscorn License#AA26001539 y z r , , _ Consultants _ „ ..Y .. h. .` .--.'�-'S. tom. ..,. ,'fs, .:-x..�.E, .: ..,.,_ ,-' ._. _.. �._ F.-�'::. ._:. -.:.�" _ _ ::.,�� . _ . _ s, . , _ _ � . . ��� rF._�� ��-�� STRUCTURAL Atlantic p _ Engineering Services 6501 Arlin on Expressway _ s, z Building B,Suite 201 '- = � . ..., _ f Jacksonville,FL 32211 . y � ELECTRICAL 4 1Yr i , j Haddad Engineering - - g g = 9 # d= _ 295 Hartley Rd Suite 0 55 - Jacksonville,Ile FL 32257 INTERIOR DESIGNER Thomas A Ranney Interiors 1930 San Marco Place r, Jacksonville, FL 32207 a r. .. r 4 Seal c" Y A a ' hz .S ANDREWS - LAMBROU RESIDENCE 4 1303 Beach Ave Atlantic Beach, Florida :. 32233 Main House Addition & Pool INDEX OF DRAWINGS AO COVER SHEET A-4.I STAIR PLANS 4-SECTIONS 5-2.I SECTIONS ,;.. AO.I SITE PLAN DETAILS 5-2.2 SECTIONS ISSUE A-5.I WINDOW DETAILS 5-2.3 SECTIONS no.date description D1.0 DEM LITION PLAN * NOTES A-5.2 WINDOW* FLASHING DETAILS 5-2.4 SECTIONS 1 12-3-14 PRELIMINARY PRICING 5-2.5 SECTIONS 2 5-2G-15 PROGRFS5 SET A 1.0 GARAGE FLOOR PLAN A-G.I REFLECT CLG* LIGHTING PLANS 5-2.G SECTIONS 3 10-1-15 PERMIT SET A1.1 FIRS FLOOR t HARD5CAPE PLAN A-1.2 SEC ND FLOOR PLAN *SCHEDULES 5-0.1 GENERAL NOTE5 5-3.1 POOL SECTIONS A-1.3 ROOF PLAN 5-0.2 GENERAL NOTE5 5-5.1 TYPICAL DETAILS A-2.I EXTERIOR ELEVATIONS 5-1 .0 GARAGE FLOOR PLAN A-2.2 EXTERIOR ELEVATIONS 5-1 .1 FIRST FLOOR FRAMING PLAN E-1 .1 POWER PLANS 5-1 .2 SECOND FLOOR FR�,MING PLAN y A-3.1 BUILDING SECTIONS 5-1 .3 ROOF FRAMING PLAN E-2.1 POWER RI5ER DIAGRAMS AND CALCULATIONS REVISIONS A-3.2 BUILDING SECTIONS a no .date description 1 I DETAIL TAG A5.3 NUMBER ON 5HEET I I OCCUPANCY C 51FICATION: R-3 DRAWING 5HEET NUMBER CONSTRUCTION E: TYPE V-B look DIRECTION OF SECTION ENCL05ED CONDITIONED SPACE: 2,388 S.F. BUILDING �B (------NUMBER ON 5HEET ENCLOSED UNC NDITIONED 5PACE: 852 S.F. SECTION A3.1 DRAWING 5HEET NUMBER COVERED UNCONDITIONED SPACE: G2 1 S.F. DIRECTION OF ELEVATION UNCOVERED UNCONDITIONED 5PACE: 177 5-F- INTERIOR s NUMBER ON SHEET Scale: A5 NOTED `�'-- ELEVATION a 7.1 6 Project No.: 1404 TOTAL LAND ARE .2G ACRES SYMBOL 7 DRAWING 5HEET NUMBER � Drawn b TOTAL NUMBER F STORIES: 2 STORIES Y: MLS BUILDING IIEIGH FROM CALCULATED AVG: 29'-O" NUMBER Of KOLLER5 4 - RG4�-511ADE ROLLER TYPE Checked by: RG5 WINDOW TYPE A I MANUAL ROLL SCREEN Sheet Title ----NUMBER OF ROLLERS DOOR NUMBER ((�)0�2111DEROLL.ER TYPE MANUAL ROLL SCREEN - COVER ARCHITECTURAL STRUCTURAL ELECTRICAL INTERIOR DESIGNER Sheet Number Richard Skinner &Associates,ARCHITECTS Atlantic Engineering Services Haddad Engineering Thomas A Ranney Interiors 2245 St Johne Ave 6501 Arlington Expressway 2955 Hartley Road 1930 San Marco Place Jacksonville, FL 32204 Building B,Suite 201 Jacksonville,FL 32257 Jacksonville,FL 32207 Jacksonville,FL 32211 - I PERMIT SET I ! CONCRETE 2 STORY FRAME RE5IDENCE I J I I I , COASTAL CON5TRUCTION :rn 1 rn rn Irn ;T I-n I CONTROL LINE I DRIVE No. 1325 Iz LOT 4 OIO oI O o a 5 P-7 1/4" "' O.O IO rn �Ia Ip p tiI FOUND I.5"STEEL PIPE, (-v 1 N Nal O Iz OI O 018 r NOCAP(0.6 SOUTHEAST) - - - - - - - - - - - - - - - - - - - - - - �-� - - -- - - - � -I zIz n z'z _ # 1 51TE SPECIFIC 100 YR SCOUR LINE(CCCL) I LOT 3 1 a z x rn I� DI rnI rn 4 VINYL FENCE PROPOSED LOCATION -t rn r FOUND 112" IRON PIPE, CAP LB3672 1 PER INTERA CCCL EROSION AND WAVE ;r 'IO I� 4I rn NORTHING=2 153154.99 ( TO REMAIN OF NEW AC UNITS A55E55MENT DONE JUNE 30, 2015 I rzn -u -n I� I� a+n i FA5TING=530956.20 i BLOCK WALL BLOCK WALL TO REMAIN : i - I_U IE J rn TO REMAIN CONCRETE 140'-5" n' i SEASONAL HIGH WATER I I CABLE RI5ER 4'WOOD FENCE 3'WOOD FENCE TO REMAIN LINE ELEV 9.71' SANITARY MANHOLE TO REMAIN :�]F 5'WOOD FENCE TO RE AIN I `� Y CO CRETE WALL I I -_ a, _ _ _x__ �_-�- =--x- Y--� x - FOUND x , r ------------------------- -_ - r � { N I!2 IRON ' r , � '^ -----r----------------- -fi--- 1 � -, 4 WOOD�E H TO IREN+AI. { I ► I I ' �` ++ i i i � '�' I r I r I r I I I I RICHARD SKINNER WATER METER `_ -- , - -------- ------------------------------------------ UTILITY:S BACK n x + I ++ \� / / / / I 1 i f ty PIPE, CAP LB3672 I I I t `\\ 1 { I I t I i 11 t i i I r I I I NCRE w - _ \ �g _ +--+________________7 6 SETBACK ! 1 ,� ,' JJ ,' ,� I I , ,�� I ► I 1 I I r I I I &ASSOCIATES,ARCHITECTS - 772 r---------- I \ , , , / , , ,Z , 1 ► I I / { I I 1 + I I 1- t I J m 1 / 1 r rn r 8'GRANTED SETBACK AT p + \ ' ' + I r! i jl i r r i i !r rl i f D PROPOSED TWO STORY ADDITION. f6 nJ + I f f t I r I z ► ► I I ' ',, - 1 1 / J / /C O , t i I r I I`\ I 11 I i 4 I I I 1 I ! ! ! r = t I I I F�,� �� - - a / / , 70 , -{ 1 1 I ` I I I I 1 I 1 I rnt FL 32204 SECOND FLOOR OF LIVING I �f�, , r_- ALL GLAZING TO BE TURTLE FRIENDLY �z n / + t 1 < ► i 4 2245 St Johns Avenue jacksonville, g ���� 1 LOT 2 / / i=n / 1 �oI + I t I r l ! t f l I ► t ► I o 1 I I / t 1 1 I = SPACE PER VARIANCE fiAt meg °° ml BUILDING VAR NCE / / / rn �g ,, ,# / I I , 1 l I ! 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I ( Jacksonville,FL 32207 zo 40 SCALE: 1" = 20' 140'-6 AVERAGE GRADE = 19.3 ► - I I STORY FRAME RESIDENCE No. 1291 LOT 12 OVERALL SITE PLAN 5CA P-0"=20-0' �E: I COASTAL CONSTRUCTION CONTROL POOL EQUIPMENT TH OF PRO PROPO5ED 5AND5ET PA R WALKWAY 19"PALM AND STEPPING 5TONE5 VAULT BY AQUAWORX \ 6 PALM - -� n \ \ x x x x x x x x x x x x x x x x x x x x x x x x � Ik 19"P `LM O x '�� �$ A 11 � 11 �- -------- \t 17"PALM 16 ALM I ' \ , \\ - 1 ALM �, " , \ , ANDREWS O J Q I S PALM 15" PALM 12 PA EXISTING HEDGE5 1 '�' J / ' � 1 �� 1 ACI AC2 � �'� 4" 1 'z 1 ` ,/ EXISTINGCONCRETE 11' + 1 11� 19" PALM 1 ". ALM �? TO REMAIN jr \ ,J WALL T�REMAIN I +� NEW+CONCRETE WALK 1 \9 r / / LAMBROU h ----- - \ EXISTING STEP\\ _ ----- --------�. _. -- ------ ---- ----------- ---- -- - - ---- ----- ----- ------ ---- -- - ---- - ------Irrnirn + \ , ----------t--- - -----------� ---- r 1 1 TO REMAIN \ ' : - -- O , EXOTING DUNE f 1 1 1 ` J / / 1 FNCE TO REMAIN RESIDENCE 4 PA I X / S :PEl ALM t 1 \ / -- 1 TING ATE TO •rn ► \\ JJ J �'' /' I / / EXlS G �,-: / REMAIN -- � ., ; , ... _- t 1303 Beach Ave�, `, ., - < GRASSED AREA OF WATER COL CTI N / / t I SITE. OVERFLOW T N x ALK o o Ru Dowty s EWALK \� Atlantic NEW 4 PINE � Beach Florida ' ALONG SOUTH SIDE OF PROPERTY I NEW CONCRETE '� � 1 _ I AND PAVER ' 32233 DRIVEWAY ~ LEVERED PROPOSED S ONE I t CANTILEVERED T 1 t k I BOX BAY WINDOW r ' TERRACE ON t I BREAKAWAY SLAB (o BUILDING RE5TRICTIO / LINE PER VARIANCE Ac 'KIDDIE' FENCE Main House 3 ,= z 14'-0" ► l r 1 \ I PROP SED NEVERENDING '�. \� X / Addition & Pool / T — — — LAP P L W/5PA JETS I 11 JJ l l \\ \1 _ ELEV i ` ( PROPOSED 30"WIDE �' t - I I PAVER WALKWAY ON "PALfA� El I \g BREAKAWAY SLAB I \ PROPOSED STONE / ( I CE ON BREAKAWAY '', r I \ , --- - - I TERRA /J ; / ISSUE SLAB 1 - � no date description ELEV 19.4' � r � _L19w4_1L _� WCyOD DECK DIN '�. � ! ; - _ — : 1 12-3-14 PRELIMINARY PRICING / I AN 5TfP5 i 1 19"PALM EXISTING INDIAN HAWTHORN AND PALM ___ ___ ____ __ TREE TO REMAIN, PROTECT FOR `l % i/ ' 2 5-26-15 PROGRESS SET - I _DURATION OF CON5TRUCTION � � / / _--__ _ __-}-- ---+- ----Q--- - -L---- -- -- ---- ---�--------- ---- --------------_ ----------------- i ------ ------------ - -� � ---- ----- ----- --�= -I � � , / � 3 10-1-15 PERMIT SET / 14 PALM _ / - --- TERRACE OriJ I / ► ' 505-1 I EXI5TI NG STEP TO REMAIN ------------- -------- ---- --- --- r / / �� _ _- _ L__-__-__ _-. __-__ __-.__ ` -__-__ _.____-__ _- i __-__-- _.-...- -, •.� _- _jam__-�__ ..__-__i _- .__--_ __-__T_-_--._-__ -- __ /_- __ _ _- -__-__-__-__--__ 11 IV i \3 / i Q 19" ALM k x -- I,�� x x x `x —T� x x x x x x--�x x x x_X- ------- / _ _ �� \/ 9 PINE -- x x x—)(—.Xx " EXISTING HEDGES _ ,�'-' I �/ I REVISIONS I� 20 PALM 15"PALM TO REMAIN o —CCCL SOUTH OF I G" PALM I G" PALM O O I G" PALM _ J ,` -___-=,x-�� EXISTING GATE_0-REMAIN PROPS ,� - X/X _ no.date description I4 PALM �� __ Glx x _ _ -- ��� I I I-I 1 YR U LIN _x x x x '� - _ 7- 5 LOCATION ENLARGED SITE PLAN WITH HARDSCAPE, DRAINAGE AND SITE PROTECTION BOUNDARIES SHOWN I I SCALE: 1/8"= 1 1-9 LEGEND APPROXIMATE FILUCUT( )CALCULATION5: FILL CUT STRUCTURES DIRECTION OF STORM WATER FLOW �� POOL(INCLUDING 2 AUGERCA5T PILE5) - 27.8 CY PER GUIDELINES FOR DE51GN ELEVATION SEAWARD OF THE COAST Scale: A5 NOTED EROSION CONTROL-SILT FENCE (10) 14"0 AUGERCA5T PILES*CAP5 - 13.7 CY CON5TRUCTION LINE BY FLORIDA DEPARTMENT OF ENVIRONMENTAL NEW CONTOURS 5HEAR WALL GRADE BEAMS*-CRAWL5PACE 16.5 CY -7.9 CY PROTECTION OFFICE5 OF BEACHE5 AND COASTAL SYSTEM MARKER R048: Project No.: 1404 EX15TING CONTOURS TO REMAIN --------------------- REAR YARD GRADING(4"OVER WHOLE YARD) 41.9 CY -9.0 CY PEAK WAVE HEIGHT/ BFE = 17.5 (NGVD)/ 16.42 (NAVD) Drawn b DESIGN GRADE ELEVATION = 5.5 (NGVD)! 4.42 (NAVD) Y MLS EXISTING CONTOURS OLD -•-----••••-••-•-----•••---•••••••••••••••••••••••••••••-•••-• TOTALS (EAST OF CCCL) 58.4 CY - 58.4 CY FLOOD LINE —— — —•——•——•— LOWEST PROPOSED HORIZONTAL 5TRUCTURAL MEMBER5: Checked by: RGS GRAND TOTAL FILUCUT O CY APPROX.TOTAL FILL x COASTAL CONSTRUCTION LINE — —-— — HOUSE = 15.71 (NGVD)/ 14.62(NAVD) RUN5 SHORE NORMAL Sheet Title STONE PAVERS ON 1/2 - POOL = 12.5 (NGVD)/ 1 1.42 (NAVD) RUNS 5HORE PARALLEL GROUT ED PROPERTY BOUNDARY5 ----------------- - N SETBACK LINES --------------------- IMPERVIOUS SURFACES AREA CALCULATIONS FENCING TO REMAIN x x x x x ALLOWED 35%MAX OF AREA A5 DESCRIBED IN DEED SITE PLAN 4" UNREINFORCED M1 „' ° ��\��\��\��\ PROPOSED NEW STRUCTURE TREE LEGEND // // // / rjm���� AREA CALCULATED FROM DEED DESCRIPTION = 1 1,350.93 SF & DETAILS MUD SLAB Q a /��/\\/\\/\\ (FOUNDATION EDGE) EXISTING*PROPOSED BUILDING FOOTPRINT = 1,854.G2 5F EXI5TING NEW EXISTING STRUCTURE TO REMAIN TOTAL OV ROPOSED DRIVEWAYSo TERRACES = 1,124.00 SF 5ABAL PALMETTO SABAL PALM�7T0 CLEAN COMPACTED /�//�//�//�//�// \// COVERAGE [.2G2412(2GTo)] 2,978.62 SF ° (a FILL ��\�//�� ,��//��/ (CABBAGE PALM) (CABBAGE5' CLEAR TRUNK H11 Sheet Number ` SABAL PALMETTO 5ABAL PALMETTO STONE PAVER TERRACE/ WALKWAYS/ STEPS �� ° j (CABBAGE PALM-REMOVED) (CABBAGE PALM)CrtARACTERPAIM _,-o"�SCALE-- -' [20-22'CLEAR TRUNK HTJ ri PINUS THUNBERO11 P/NU5 T11UNBERG/l (JAPANESE BLACK PINE) (JAPANE5E BLACK PINE) PERMIT SET P wYr.w. �. P� r•.+1� r I RICHARD SKINNER I &ASSOCIATES,ARCHITECTS 2245 St Johns Avenue Jacksonville,FL 32204 904.387.6710 www.m-amhitemcom License#AA26001539 —— —— —— — — — r----------t -----r' ------F--- ---- —J Lr L—_ZJ — — — — -- — -- — L I ; Consultants I UTILITY STORAGE ' i i ��� STRUCTURAL _ __ __ —_ Atlantic Engineering Services I i i t I II I 6501 Arlington Expressway ------ --___ —_____ ------- '—____— �---- . — . . — — . — . . _ Building B,Suite 201� L4� i I i Jacksonville,FL 32211 ti APPROXIMATE LOCATION�11= I+ ��-_�/ i i I i iLri EXISTING SANITARY CONNECTION i 'i i i L____________ I iL-� + + + + CL 2 i + I KEEP EXISTING t ELECTRICAL it LEAVING THE STRUCTURE.TOP 15 I i i i I +----� i i i t I ,�' ; i 5TRUCTURE IN ' Engineering , Haddad En ineerin ii LE55 THAN 30"OFF THE �-' i i i i BATH i i CORNER i 2955 Hartley Rd,Suite 205 11 FINISHED GARAGE FLOOR I I + I I + I I ( ) I I i i I Jacksonville, FL 32257 J L___ ________ BEDRO Nk 2 10 I KITCHEN r-------------- , � I t INTERIOR DESIGNER i iCL 3 Thomas A Ranney Interiors 11 REMOVE RAISED CONCRETE STEP It I 1930 San Marco Place SHOWER TILE TO EXISTING BEAM r i BE REMOVED I1 ti + I OVERHEAD TO L ri Jacksonville,FL 32207 L---------� �--�. L I BE REMOVED ' L-+ REMOVE EXISTING GARAGE DOORS, PROVIDE BRICK C IMNEY +, HEADER AS REQUIRED BY STRUCTURAL 5UPPORTTO I DRAWINGS TO ACCOMMODATE NEW WIDER REMAIN + REMOVE ALL WALLS, WINDOWS, DOORS, PLUMBING, COUNTft I II - - - II L---- --- APPLIANCES AND CABINETRY SHOWN. SALVAGE ALL WOOD �"�� I I �'-, I ��• ��\ „ GARAGE DOOR OPENING FINISHES FROM WALLS, FLOORS AND CEILINGS J REMOVE ALL INTERIOR WALLS, CURB AND O I I / I C + ' + ' -t •- It DOORS, SALVAGE ALL WOOD FINISHES � I tl ii L-------J- REMOVE ALL REMAINING PLUMBING L_ - REMOVE EXISTING 11 FIXTURES AND ASSEMBLIES TILE FLOOR TO 1V II BE REMOVED CONCRETE DRIVE AND REPLACE WITH - NEW CONCRETE - - �� I I = t BATH DRIVE „ ; i CRAWL SPACE TO MAIN CRAWL SPACE TO REMAIN A , t �- - NO STRUCTURAL WORK NO STRUCTURAL WORK I I �,,,! a I i I ( I NN 1 r-L I C ' -- _ _ REQUIRED REQUIRED ' I I ( Y , I; u --- _-__-- r CABINETR ND FIREPLACE TC�BE I �_-- _ I I A I � � � � — � � � PROTECTEp 17URING CONS11R�1CTION � O -------------� r-------z I F_-------- _-_-_�� r------- -- WOOD CEILING TO PROTECT ALL SURFACES FOR THE BE REMOVED AND I I FLOORING:T�REMAIN ! ; f I ' DURATION OF PROJECT. IF REMOVAL IS CRAWL SPA E CRAWL 5PACE REINSTALLED @ ; CL I I I ; i REQUIRED DUE TO NEW CONSTRUCTION, LIVING DOOM 11 t O LOWER ELEVATION + I I I CAREFULLY REMOVE, PROTECT AND HALL , , . , , REINSTALL ONCE WORK 15 COMPLETE. I t T _ -`- ------------ ---- REMOVE FIN15HE5 I I r -------� r--- ---- IN THI5 END OF I ANDREWS - i i L_� i i i i CLOSET FOR HVAC i i ! I I I I ; + + I I I I I I I I ! CHASE, REINSTALL' A I I I I + + 5TORAGE- EXISTING PLANTER TO BE REMOVED T I I I , i I I I ACCOMMODATE NEW GARAGE DOORS r� 1 -------- BEDROOM I LAMBROU I I I I t 1 I i--------- , I � / � I � I� , I B � � I I i1iI i i iI BATH _ i 5HOWERi i 5HOWER RESIDENCE - ----------------------------- 0 i 0 A A I EXISTING CEILING, BEAMS, WALLS, I 1303 Beach Ave j j L r-------- -- t_� ri y �_J i._.{ ' i FLOORS, CABINETS AND OTHER Atlantic Beach, Florida COVERED SCREENED IL L �.----------------1 r_J L_.__-J A I FINISHES TO REMAIN IN THI5 ROOM, EXISTING CEILING, BEAMS, WALLS TO REMAIN IN PLACE PORCH I �--_—1 11 1 1 5TORAGE I I PROTECT ALL SURFACES. THROUGHOUT CONSTRUCTION IN THI5 ROOM. SELECT 32233 I� BOARDS TO BE REMOVED AS REQUIRED FOR ADDING � / 5TbRAGE \`� + I ' O LIGHTS, RE-WIRING AND SECOND FLOOR PLUMBING y t INSTALLATION. REMOVE ALL FINISHES BACK TO O A FACE OF EXISTING 5TUD5 IN THI5 SPACE ' Main House _�- -�- Addition & Pool Gv ^J �J `^J ROLLING PLASTIC WALLS AND SUPPORTS TO BE REMOVED DURING CONSTRUCTION REMOVE EXISTING EXTERIOR DOOR AND PREPARE SOUTH REMOVE EXISTING WOOD SHINGLES, AND REINSTALLED UPON COMPLETION EDGE OF OPENING FOR NEW GARAGE DOOR EXP051NG SUBSTRATE z. . . ISSUE no.date description nA REMOVE ALL EXISTING WINDOWS AND PREPARE OPENINGS �A REMOVE ALL EXISTING WINDOWS AND PREPARE OPENINGS �`..// FOR NEW WINDOWS SAVE EXISTING INTERIOR CASINGS FOR 1 12-3-14 PRELIMINARY PRICING FOR NEW WINDOWS SAVE EXISTING INTERIOR CASINGS FOR REINSTALLATION REINSTALLATION 2 5-2G-15 PROGRESS SET ( B j EXISTING DOORS INDICATED TO REMAIN IN PLACE. REPLACE 3 10-1-15 PERMtT SET EXISTING DOORS INDICATED TO REMAIN IN PLACE. REPLACE �J v WEATHERSTRIPPING ON ALL EXTERIOR DOORS. PROTECT WEATHERSTRIPPING ON ALL EXTERIOR DOORS. PROTECT F— DURING CONSTRUCTION Z DURING CON TRUCTION = U _ w I..,. W f— UJ F— 0 SALVAGE EXISTING DOORS INDICATED FOR p: O w O SALVAGE EXI TING DOORS INDICATED FOR 04 Q tY �..JJ REINSTALLATION. Q W O REIN5TALLAT ON. � O W O GARAGE DEMOLITION PLAN r2 FIRST FLOOR DEMOLITION PLAN D_J-O SCALE: 1/4" = 1'-(7 D_'� O SCALE: 114" = I'-0" REVISIONS no.date description GENERAL DEMOLITION NOTE5 LEGEND I PARKING ON SITE 15 LIMITED. CARPOOLING OR OTHER MEANS OF TRAVELING TO THE SITE ARE ENCOURAGED. EX15TING WALL AND FRAMING TO REMAIN 2 ALL DEBRIS 15 TO BE CLEANED UP ON 51TE EVERY DAY. GROUNDS ARE TO BE LEFT FREE AND CLEAR OF j- EX15TING WALL, FRAMING*-FIN15HE5 ALL NAIL5, BOARDS, ETC. I-------� OR FIXTURE TO BE REMOVED 3 PROVIDE A REMOVABLE BARRIER OR FENCE AROUND THE IMMEDIATE AREA OF CONSTRUCTION. EXISTING BEAMS TO REMAIN, 4 EQUIPMENT ACCESS TO REAR YARD 15 ALONG SOUTH 51DE OF HOUSE, UTILIZING PUBLIC BEACH -----� PROTECT DURING CONSTRUCTION ACCESS. ANY DAMAGE DONE TO PLANTINGS,TREES AND SOD 15 TO BE REPAIRED WITH LIKE MATERIAL _ _ IN SPECIES AND SIZE. EXISTING BEAMS*FRAMING TO BE REMOVED Scale: 1/4 = I'-O" 5 ALL FILL EXCAVATED ON 51TE FROM POOL, POOL PILES* HOUSE FOUNDATIONS TO REMAIN ON SITE — — — WALLS TO HAVE FINISHES REMOVED Project No.: 1404 PER DEP APPROVED 51TE PLAN. ALL DISTURBED 50D 15 TO BE REPLACED G ALL INTERIOR WOOD FINISHES(VERTICAL AND HORIZONTAL)AT GARAGE LEVEL 15 TO BE SALVAGED FOR — EXISTING SCREENS TO REMAIN, REPAIR AS NEEDED Drawn by: MI-5 REINSTALLATION. INTERIOR WOOD FINISHES AT THE FIRST FLOOR(MAIN LIVING LEVEL)TO BE - - EXISTING EXTERIOR SHINGLE FINISH TO BE REMOVED Checked by: RG5 PROTECTED FROM CONSTRUCTION IN THE FOLLOWING ROOMS: BEDROOM 1, CLOSET 1, LIVING ROOM *SCREENED PORCH. ALL OTHER LOCATIONS IT 15 TO BE REMOVED AND SALVAGED FOR Sheet Title REINSTALLATION FROM: HALLWAY, BEDROOM 2, CLOSET 2*3 7 ALL EXISTING FOUNDATIONS TO REMAIN. DO NOT MODIFY EXISTING FOUNDATIONS IN ANY WAY. 8 FINISHES IN EXISTING KITCHEN ARE TO BE CAREFULLY REMOVED AND INSPECTED BEHIND TO VERIFY NO DEMOLITION WOOD PANELING 15 BEHIND THAT COULD BE SALVAGED. PLANS & NOTES Sheet Number • PERMIT SET TRELLIS FRAMING GO'-0" P-2 3/4" TRELLIS J0I5T5 I 43/4" 5 112-1 1" EXISTING FRAMING TO REMAIN, 2" COAT EXTERIOR SHEATHING WITH PROPERTY LINE FLUID APPLIED WATERPROOFING • 3 4 5 'r.. COASTAL CONSTRUCTION A3.2 A3.2 A3.2 j CONTROL LINE ! F N - PT BUCK AROUND RICHARD SKINNER NEW CONCR E WALKWAY TO co �- OPENING &ASSOCIATES,ARCHITECTS REPLACE EXISTING WALKWAY � ! C\1-1r- I 1/ " 3/4" RIGID INSULATION I _ 1 I 112 2245 St Johns Avenue Jacksonville,FL 32204 EXISTING SANITARY EXIT FROM I - - NEW 5/8" PAPERLESS 904,387.6710 www.m-.whbects.com DRYWALL TYPE X CEILING STRUCTURE O REMAIN \lS FINISH ill GARAGE 1 R" License#AA26001539 FACE OF EXISTING CONCRETE RETAINING `r f X PVC TRIM WALL COAT WITH VULKEM TO 18" 23'-8" I UTILITY " , ABOVE FINISHED GRADE I I 1 3 _ ; Consultants " `-- �� �` `- RAFFLE SUPER 500/8 r6-7""N _ _ STORAGE 3 112 2'-7" I I"L. 3'-I" 3 I/2 1 - 14'_1" 4 / _ _ �j (� f-- --I _ - _ SLIDING DOOR TOP v , A3.2 fi NEW 001 A3.2 TRELLIS BEAMS I m _ HUNG 5Y TEM L- S = woo - - - - -- A STRUCTURAL o o I Atlantic Engineering STAIRS _ PVC TRIM ___�I '' _______ PROPEL AUTOMATIC g g Services ! DOOR OPENER SYSTEM 6501 Arlington Expressway OPENING MATCH DEPTH I 114" Building B, Suite 201 I _ 1 - j N PT BUCK AROUND DOOR SLAB NOT TO g FLOOR TRACK EXTEND ��'`', d �� N EXCEED 1100 L55 t I 112"TYPICAL CLEARANCE Jacksonville FL 32211 TO ALLOW DOORS TO SALVAGED i m - �_ OF EXISTING FRAMING BETWEEN MOTOR COVERTHKS REFRIG ���`:, `; i p �� I �; O AND DOOR FACE FOVERT 15 DOOR i=c�o-�� ��; �f N ELEVATOR CHINE ' �t ELECTRICAL `'"'k' _ ° `I 'N ROOM, D AT J I "' Haddad Engineering A. = NEW FOOTER SEE STRUCTURAL = 2955 Hartle Rd,Suite 205 STAIR, DOLANDING �� DRAWINGS I 2 RE L L I S & DOOR HEAD acksonville FL 32257 NEW 8-9 W x 7-0 H I { u 11 _ _-- SPACE j _ " 1 , IMPACT RATED SWING { _ _ a,' " i RELOCATED VERTICAL 007 NEW FOUNDATION WALL SEE ., SCALE: 1 112" = t -0 O { - FIN -- ---- ELEV ap PLUMBING ASTE LINE I 1 •O -FOLD DOOR o 1 I { ( �� ---- - 003 C STRUCTURAL DRAWINGS , 1 INTERIOR DESIGNER CL/J A3.1 - - N`� n 5P CE CRA�/L NEW N ( ( _r- - A3 1 Thomas A Ranney Interiors oC 003 I } { i---- - '�' CONCRETE PIER SEE � 5" 1 O" 1930 San Marco Place O F055] SPADE STRUCTURAL DRAWINGS} ' { I - - - L-=---- _ �6 I I NEW BREAKAWAY Jacksonville,FL 32207 UP I ( { z - - - - - - - - - - - - - - - - - - - - - - - I 1 I FOUNDATION WALL SEE STRUCTURAL DRAWINGS DOOR 5LA13 WITH `� I X PVC TRI M { RAMP UP TIE NEW PLATFORM INTO ( I WEATHERSTOP5 ON EDGES , . I I EXISTING RA ED SLAB, ' 3 112" 9 112" cf) MATCH ELEV TION O - — PT WOOD AND GASKET ON BOTTOM . - � FRAMING 112 I EXTERIOR SIDE � \�\ { 2 4'-O"FIN _ ! �► _ ^ co I { A4.1 M x � = J �,; . NEW CONCRETE _� _- _ 1~ = ` ' DRIVE TO REPLACE I CONCRETE PLATFORM AND RAMP :� ,; '` EXISTING CONCRETE { I _ DRIVE •' --* -, I { NEW STEEL BEAMS ABOVE SEE N 0 I STRUCTURAL DRAWINGS I ,� ` O I 6 CMU PARTITION WALL " ----- ---I-I------------------------------ I !/4"THICK -, 0 { HVAC DUWORK CHASE 191-10 1/8 � T u I { THROU FI T FLOOR ' EXISTING BRICK I ! i PVC TRIM l` _ CHIMNEY SUPPORT I i . I X PVC TRIM 002 _ . . _ . . _ . ._.. . . _ . . _ - _ TO REMAIN 14"0 AUGERCAST PILES PILE i _1IT NEW 9'-3"W X T-O"H { �- - - - - - - - T - -1j�—_ , CAPS SEE STRUCTURAL DRAWINGS 5 - IMPACT RATED SLIDING { 1 DOORS ap I _ . . _ . . _ . . _ . . — . -- . . _ . . _ . . _ . . _ . . _ . . _ . . _ - - _ - . ' REPLACE SAGGING A3.2 i { INFILL OPENINGS AS REQUIRED I INSULATION AS I I I I i FRAMINPT G N I I � 1 NEEDED IN i � � I DOOR SLAB WITH ANDREWS - INSULATE PERIMETER OF FRAMED N ---� I CRAWLSPACES POOL SHELL SEE ARCHITECTURAL AND ► i - STRUCTURE THAT 15 ACCESSIBLE,TYPICAL I STRUCTURAL DRAWINGS L L i ANDLID GASKET O ON EDGES EXTENT OF POOL BEAM 1 _ _ _ _ - i 2 - AND GASKET ON BOTTOM A3.1 I I 1 j ?' A3.1 1 1„ EXTERIOR SIDE 3 - LAMBROU EXISTING SLAB THROUGHOUT TH15 AREA TO I I X PVC TRIM REMAIN, NOTIFY ARCHITECT IF SLAB HAS I CRACKS, HOLT=S OR LEVEL CHANGES ( L---------- -------------------------------- _ _ .._ .. _ . - . - - - - . . _ . . _ . - _ . _ . . _ . . _ RESIDENCE I _ _ � HVAC FLOOR O OO I NEW 5TEEL BEAMS ABOVE SEE REGISTER ABOVE W U I STRUCTI LRAL DRAWINGS I AC �-- - I �J 3 DOORJAMB 1303 Beach Ave a NEW 9'-3"W X 7'-0"H IMPACT UN1T1 HVAC SUGGESTED I O J Atlantic Beach, Florida �-- --� DUCTWORK ROUTING, I "� O 32233 O � O SCALE: t l/2" = 1'-O" 0 HVAC O RATED SLIDING DOORS �, ae j GARAGE 5TORAGE SUB CONTRACTOR TO v O `I 002 004 VERIFY ROUTING 1 z 18'-G"CLR A1.0 XO j oz O - TO REAR WALL—� _ NEW PAPERLESS DRYWALL (TYPE X) FINISH THROUGHOUT I z I X PVC TRIM Main House j p U PT WOOD FRAMING I Addition & Pool B B 1 " I'-t I/2" 3 112 DOOR SLAB WITH A O A O I f l/4 THICK NEW IMPACT WINDOWS 1 PVC TRIM 1112- WEATHER5TOP5 ON EDGES WITH TURTLE FRIENDLY 1 AND GASKET ON BOTTOM GLAZING IN EXISTING I j I EXTERIOR 51DE OPENINGS PROPERTY LINE L ISSUE N 5/8"TYPE X PAPERLE55 no .date description 1 EXISTING CONCRETE A3.2 A3.2 ,n GYPSUM WALL BOARD,TAPE WALK TO REMAIN AND PAINT, LEVEL 5 FINISH I 12-3-14 PRELIMINARY PRICING 0 2 15-26.-15 PROGRESS 5ET EXISTING CONCRETE _ ! NEW WOOD SHINGLES OVER EXISTING SHEATHING, COAT 3 110-1-15 PERMIT SET EXISTING SHEATHING WITH FLUID APPLIED WATERPROOFING CAP TO REMAIN = U 2 j ` j � W i N N o ce 0 0 m C) F-- Z Z '� GARAGE FLOOR PLAN 5112" IF EXISTING FRAMING TO REMAIN, SUPPLEMENT 6' ��AJ1 .0SCALE: 1/4" = P-0" I 1/4"THICK PVC AS NEEDED TO PROVIDE FOR NEW OPENINGS TRIM, MITER NEW PT CEDAR SHINGLES OVER EXISTING Q OUTSIDE CORNERS SHEATHING, COAT SHEATHING WITH FLUID REVISIONS �- GENERAL NOTES APPLIED WATERPFOOING I PARKING ON SITE 15 LIMITED. CARPOOLING OR OTHER MEANS OF TRAVELING TO THE SITE no .date description ARE ENCOURAGED. 4 DOORJAMB 2 ALL DEBRIS 15 TO BE CLEANED UP ON SITE EVERY DAY. GROUNDS ARE TO BE LEFT FREE AND _1 •O _ Q KEY CLEAR OF ALL NAILS, BOARDS, ETC. SCALE. 1 1/2" 1'-O" 3 PROVIDE A REMOVABLE BARRIER OR FENCE AROUND THE IMMEDIATE AREA OF N " EXISTING TO REMAIN CONSTRUCTION. NEW WORK 4 EQUIPMENT ACCE55 TO REAR YARD 15 ALONG SOUTH 51DE OF HOUSE, UTILIZING PUBLIC BEACH ACCESS. ANY DAMAGE DONE TO PLANTINGS, TREES AND 50D 15 TO BE REPAIRED. DOOR SLAB WITH WEATHERSTOPS N — PROPERTY LINE ON EDGES AND GASKET ON „ — 5 ALL FILL EXCAVATED ON 51TE FROM PILES, FOUNDATIONS AND POOL 15 TO REMAIN ON SITE BOTTOM EXTERIOR SIDE Scale: 1/4 1 -O - -- — — - SETBACKS PER DEP APPROVED SITE PLAN. ALL DISTURBED 50D 15 TO BE REPLACED I X PVC TRIM Project No.: 1404 G ALL INTERIOR WOOD FINISHES(VERTICAL AND HORIZONTAL)AT GARAGE LEVEL IS TO BE CONTINUOUS RECESS IN SLAB TO SALVAGED FOR REINSTALLATION. INTERIOR WOOD FINISHES AT THE FIRST FLOOR(MAIN RECEIVE MARINE GRADE 5TAINLE55 Drawn by: ML5 v LIVING LEVEL)TO BE PROTECTED FROM CONSTRUCTION IN THE FOLLOWING ROOMS: ! O O SMOOTH PEGS WITH to BEDROOM 1, LIVING ROOM. ALL OTHER LOCATIONS IT 15 TO BE REMOVED AND SALVAGED "' _ ROUNDED BOTTOM SPACED 3G"OC Checked by: RGS }= FOR REINSTALLATION. THI5 INCLUDES ALL VERTICAL AND HORIZONTAL WOOD FINISHES IN d - N IN BOTTOM OF DOOR VHEAT PUMP SCHEDULE � HALLWAY AND EXISTING BEDROOM 2. m Sheet Title Q ZONE NUMBER HP 1 HP 2 7 ALL DIMENSIONS GIVEN ARE TO FACE OF FRAMING/CMU UNLE55 OTHERWISE NOTED N ZONE FIRST FLOOR SECOND FLOOR MANUFACTURER TRANE TRANS GARAGE AHU MODEL TAM7AOB3OH21 TA7AOA24H21 EXISTING SLAB TO REMAIN S.E.E.R.I HSPF 15.0 15.50 FLOOR PLAN ,n UNIT CFM 1000 800 VOLTS/PHASE/HZ 208/230/ 1 P 208/230/ 1 P NEW DRIVEWAY SLAB AUX.HEAT(KW) 10 5 MAX FUSE 60 30 ENT.AIR DB/WB 74/62 74/62 Sheet Number TOTAL COOLING 29,550 22,250 TOTAL SENSIBLE 23,700 17,600 � DOOR SILL H P MODEL NO. 4TWR503OG 1 4TWR5024G 1 s VOLTS/PHASE/HZ 208/230/ 1 P 208/230/ 1 P MAX FUSE/MCA 25/15 15/11 _10 SCALE: 1 112" = I'-0" THERMOSTAT MFR. HONEYWELL HONEYWELL • MODEL NO. WtFt 8000 Wffi 8000 CAPACTIY(TONS) 2.5 2.0 c6 _, PERMIT SET z j iu J- �n o 1 Q O o Q) _ O 0I U GO'-0" RICHARD SKINNER .� . . . . . _ . . &ASSOCIATES,ARCHITECTS { 4 1 Oz 2245 St Johns Avenue Jacksonville,FL 32204 A3.2 A3.2 !v ii 904.387.6710 www.m-architects.com G2,-4" 1 3 00 License#AA26001539 • I !z� ! 1-1 NEW WOOD SHINGLES OVER EXISTING SHEATHING. COAT EXISTING O- Consultants I 2 3/8" 7'-3 1/2" 1'-2 1/4" T-3 112" P-2 1/4" EXISTING STAIRS TO REMAIN SHEATHING WITH FLUID APPLIED WATERPROOFING i 1'-21/4" — —..—..—.._.._.-- . — — ......—..— ..— ..— ..— ..—..�..—..__. ..— . — — — ...— .._ ...... _ _ _ •ozLU STRUCTURAL In I CENTERLINE OF GABLE END WALL ABOVE — ' — — — — o�— -- Atlantic Engineering Services 1 : LU 6501 Arlington Expressway Ir, 7 I/ " 7'-1 15/8" 2'-8 5/8" 1 2'-8 5/8" 2'-4" 23'-117/8" I'-G" O = Building B, Suite 201 6 m COVERS PORCH 9 N NN N N ! o" -_ I DN -�-- 5 7 7/8 3 2 314 5'-4 3/8 31-23/411 3 2 3/4 3 3 5/8 Q Jacksonville,FL 32211 1 A3.2 31-711 � 12 7.1 10 A3.2 I - R20 I - R20 I - R20 - R20 I - R20 ELECTRICAL -- - - - - - - '1 MR5 E FI I E MRS DI ,,� D! MRS DI ,,� DI , p► MRS - - - - j Haddad Engineering 2955 Hartley Rd,Suite 205 I l 01 Par// 3 FIXED ' I _z 3 " '-I 1" 5'-7" 5HE�v _ - DW 'LI ___-_- Jacksonville,FL 32257 `L N N -R-- 7 T —T 3 1/2 C) 004 I'-2" VG) Z _ _ NINTERIOR DESIGNER U n1 m j VANDOW15INK ! i ; ; l i i i i = PANT � �' KITCHEN ' ISLAND i i nc i ; ; i i S�RIJCTURAL COLl�Iv1N PER ; I - R20 : ! , N _ Iu N - - 1 I J IDil Thomas A Ranney Interiors 3 4 FIN i i i v i i j ; i i 5SRt1CTURAL DRA1NI111G5 i i MR5 I I m 18 104 109 i i 0 1930 San Marco Place �p SEAT C� c� I m i i i d i i ; ; i i i i i i i - o Jacksonville,FL 32207 I I O'-9"1 ' U 4'-I" - 9 1/2" t\ i ! I! j i i i i i i z j , `-1" = 3 1/2" � i i i m 01 i ! I i i i i i i i i I I m I V) E N RY 1 = 1_ I -0 1 E LEV N - :-u o I I I j ! B REA AST 1 - R2o , = i m v m 3 L F 1 Izz z I: ii ( D ! ii II i D� I 1 1 OI G'O I!8"I ! 1- 107 co N g 1►- i 1 SUNWOM HVAG'-F[OOR MRS m x -•� Q I O" EQ EQ -7 u, - !o N i (� i i 1 INDUCTION i i ! ! SUPPI Y= ! i — ,..= A3.1 FIXERm z T I I 1 COOKTOP 1 4 7.1 2 1 1 1!1 f l ► 1 I A3.1 1 = DN - 15 Ew = > cli ; - i i REGI T R5 i i - p - — I t - I I I I j j 3 I i 1 i O 1. CV O , I t ' 1 I t I I I j j I I I 1 I I 1 I f fh to > _' ` A4.1 1: 1 1 N " ". " _� N 102 )03 - - 1 -7 5/8 3!-4"LL 6 I it/ FIN 34-4'"CLR 1 - R20 I ~ - UP N t I I I 1 I 11 t I z MRS C cU `� 7.1 2 0 AL I m 3 1/2_ 1 1 i i i i ; j i i STRUCTURAL COLWMN PER i 1 MRS �I � � 1 u �j ' . = j i ! ! i i ! i i i i i 5_'R0CTURAL DRAM: IlG5 1 m _ �7 3 m 102 I 2'-s'x GW j i m _J CASED OPENING I I N I ► I 11 ; j j j j j j i I (� I ', C\II G-i0i I/2 4=1 j i i I - R2 I f - R20 = 1 - R20 1 "' `. ETU L ) ! D2 I I D2 M :D 1 M d 1 MRS t 1; --- - - - 106 - °° F 01 X6 X7 " �J " _ �J N 1 N I EDGE OF BAT I I 105 N 3'-4 7I8" 4'-2 7/8 8-G 8 3-2 3/4 3-2 3/4 3-3 5/8 I -G = = I POOL COPING iv NEW TRELLIS OVER GARAGE DOOR: 103 I I 1 I -° " _ 3 W X 9 1/4"H BRACKETS M C NEW TOILET, X5 f 1 1 ( 2 1'-G 1/8 0 2 X 8 BEAMS VANITY AND 5 I I j i + I HVAC SUPPLY FLOOR REG15TER _ _ N 1 1 ; 4'-1 112" 1'-0" 2'-2" I 2 X G JOISTS CUT TO 5 TALL SINK I I I D2 LOCATION 8 7.1 6 I ( I O m = SEAT 18"E f l 01/ HVAC DUCT OVERHEAD BETWEEN FRAMING , , 1 I = ANDREWS DROPPING UNDER W SECTION IN CAVITY OVER _ _ _ � 1 7 I I I I I o A d I POOL SHOWER TO PROVIDE SUPPLY FOR ENTRY CLOSET v � ( , � � LIVING I � I 1, N " " � " _ 1 I I ROOM ' 1 1 A3.2 = I -o I _o I -O.I _oLAMBROU LOWER CEILING IN CLOSET T06-0" 105 X4. 1 EXISTING 1 , FINISHED, REUSE EXISTING WOOD I I ' BEAMS TO i i FToG] I - PLANTS Li! I 004 o I I REMAIN 1 D2 R CEILING FINISH 1 1 I RESIDENCE I � 2 - I � ; I 2 { 1 I � � II ! A3'1 I X3 i ' i SCREENED WOOD DECK LANDING TERRACE � SEAT 18" � -— ---------' 1303 Beach Ave A3.1 COVERED PORCH AND STAIRS 003 BELOW4'-G". I Atlantic Beach Florida 002 I'-o" 14'-0" 3'-0" 14'� I'-O" o _ 1 1 --------------� -------------- I i N 32233 �-` HVAC SUPPLY FLOOR REGISTER I i G� D2 D2 LOCATIONS PAVER TERRACE ON NEW WOOD SHINGLES OVER EXISTING j -Nt I BREAKAWAY SLAB i I EDGE OF POOL COPING SHEATHING. COAT EXISTING f D I MRS - -U EXISTING WOOD FINISH TO REMAIN, rn I i SHEATHING WITH FLUID APPLIED BEDROOM I REMOVE AND SALVAGED AS NEEDED TO I I Main House WATERPROOFING 104 X2 GAIN ACCESS TO INTERIOR OF WALL ( j L..-..—..—._—..— . _,_... ..—.. PLUMBING AND ELECTRICAL NEEDS. ...._- -- ..— ..._._..—._— ..- ------- ..—..- -- I — —. .—..—..—.._...—.._...—. .- --- . . � . .._..._..—.. • .—... -•- -- A ition & Pool EXG 5 EXISTING STEPS I 7'-G'SETBACK LINE 1BUILDING RESTRICTION LINE PER VARIANCE D I MRS 4,FROVAL ON NOV 18, 2014 APPLICABLE TO ' TO REMAIN ' ANY ADDITIONS TO THIS STRUCTURE ONLY. NEW STRUCTURE TO REVERT BACK TO 1 I EXISTING CODE SETBACKS AND GUIDELINES `, - X 1 PLANTER I NEW 30"WIDE PAVER WALKWAY ISSUE f ON BREAKAWAY SLAB D 1 MR5 &M7F D 1 MRS N no . date description 1 12-3-14 PRELIMINARY PRICING 2 5-2G-15 PROGRE55 5ET 3_ ! 3 10-1-15 PERMIT SET kk PROPERTY LINE i 4 EXISTING CONCRETE WALK STEPS TO REMAIN A .2 A3.2 O I `+- W j �Ce 0 � 0 zad Z REVISIONS FIRST FLOOR PLAN no.date description < A-'� '� SCALE: 1/4" = I'-O" n O o , i O N I Scale: 1/411 = I'-0" Project No.: 1404 v Drawn by: MLS W Checked by: RGS QSheet Title FIRST F & HARDSCAPE PLAN Sheet Number s Lo u oC c>7 _ PERMIT SET ROOM FINISH SCHEDULE 3 4 5 A3.2 A3.2 A3.2 NUN SPACE FLOORS WALLS CEILING MILLWORK COUNTER REMARKS UJ ui O z p p z p UJ F O p 4 Q 1. SEE INTERIOR ELEVATIONS FOR FURTHER INFORMATION J N I r-- f- _z J z O z z 3 J N p UJ ; 2. ADDITIONAL DRAWINGS REQUIRED FOR I 43-2 7/8 �O Cn Y }0 � z 2 cc N TILE/STONE/MARBLE INSTALLATION PATTERNS AND =3 z z Z Q j =E opc z z U z - Q U ? z SPECIFIC SIZES OF MATERIAL. 7'-G"51DE SETBACK APPLICAIpLE TO ALL a 0Uo00p U �U_ zW Z vp0 XQ W > U_ a, Z p�U NEW ADDITIONS TO EXISTING STRUCTURE O �" W W Z N Ln W W Q Q W W m a W W�' > W W — W W O t W m m CG Y y°-. �� d =m!Q DC n.� O oG 0 Q U °G CO UJ pX�� O O W > m0 > > �O<< O �4 oOc O oc m i p O Joz� r_._ .. _.._.._.._.._. _.._.._ _.._ _.._ .._.._.._.._ .._._ _.__.._.._.._.._ .._.._.._.._.__..__..._ � O W U W p .._, ad Z) z U cn U H U Q W W O W r-� r-� I r-i r-� r-� r �"j cn cn ,dS W O O z O U U 3 W LI N O`c` 3 N J L J 6-9 I/8 5 1/2 L J L I O'-I O" L �C'= O 7/8 V) 11 0r�5-I F2 7-O" 3 1 2 1 7-2 I/2 5 I I I -I I I/4 U W - z z > z „ x ,, MRS x x „ „ IX_J L. 03=�JuiCC Z a. _J pt- O O u,cc0� Z �m > Z > g— = Z �,; yCFwcWrQ� vh-i `° LU U U Oz�°Cr LU_JCL< �° N `° Go O °° ch_n paQO O�iacavF"ia uxa am m0 - - (ACL.�m w a3 w �a U � w LF-CLA< U 6 — _ — 3 I/2" 6 x x x x - �-- —� 4 8 5/ 12-4 1/4 2 5 I/8 I I 1 1/2 1 -1 ,/ RICHARD SKINNER 1 2 3 4 5 b 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 I _ 2 I 9 5 I/2I �__.._ �_ 5 „ V-2 2 5 1/8" &ASSOCIATES,ARCHITECTS ------------- ---___---- -------- EAT N 001 UTILITY STORAGE 4 6 1131 _ ` ---------------------------___ -�- _ 2245 St Johns Avenue Jacksonville,FL 32204 41- I" 002 GARAGE 4 6 13 m O N 2�_1 r SH LVES N DOUBLE I-R20 I-R20 904.387.6710 www.m-yamhkects.c�om U ER to HANGING D MRS D I MRS _ STRUCTURALtOLUMN PER License#AA26001539 003 ELEVATOR 1 8 116 m SEAT N STRUCTURAL DRAWINGS 1 20 , C UNT 4 7.2 2 0' 004 STORAGE 4 6 13 3 -- --- ---- " 1 5 112" _ 9 —, \I-R20 Consultants 005 CRAWL SPACE ! 41-1 E57 20G L �, 7.2 r o 5 �o m I 006 CRAWL SPACE _ ELEV_ 1 2oG r W STRUCTURAL 205 � 8 7.2 6 MASTER BAL NY 007 CRAWL SPACE ' , „ ` w N 7 BEDROOM - -1 m 2 12 Atlantic Engineering Services C() 3 1!2 1 51 If DOUBLE 1 r- d- I,_7" 5 112" HA GING HANGING 208 I-R20 m 1 6501 Arlington Expressway 2'-1 a x 6'8" N Building B,Suite 201 101 COVERED PORCH 5 CASED OPG � � 4'-7 3J4" 4'-I I I!4" Jacksonville,FL 32211 tO CV ELECTRICAL 102 ENTRY 1 8 16 17 181'19 O _ M I-R20 W-5 1/4 5 VEST U m 1 20 103 BATH 3 7 10 13 15 17 18119 2'$"X O'8" 1 1'-9 I/8" 2►4 N � 202 3 I/2 � 8 A7.2 6 204 CD CASED OPG N Haddad Engineering ANY DEMOLITION IN THIS AREA TO BE DONE BY FINISH t - -- ---- „--'- ---„'— , STRUCTURAL COLUMN PER 2955 Hartley Rd,Suite 205 104 BEDROOM 1 4 12 15 20 205 3 I12 `� iv G 2-O _ STRUCTURAL DRAWINGS Jacksonville,FL 32257 CARPENTER AND REINSTALLED AS IT WAS FOUND _ DN 7 � _ 105 CLOSET 4 12 15 20 ANY DEMOLITION IN THI5 AREA TO BE DONE BY FINISH —'� — — —�'� — ” Ln 3 112" N N m N CARPENTER AND REINSTALLED A5 IT WA5 FOUND 1 O 5/8 2 0 5/8 = _ 208 - — -ANY DEMOLITION IN THIS AREA TO BE DONE BY FINISH ____ ___ _____ _ _ __ ______ c� © cv c� m t\ `0 INTERIOR DESIGNER 106 LIVING ROOM 4 12 15 20 CARPENTER AND REINSTALLED AS R WAS FOUND I_R2o — A4.1 207 107 HALL 1 8 16 17 18 19 N 201 N Z ►'-I" o _ Thomas A RMarc Interiors CONFIRM LOCATION�51ZE OF HELVE 5 _ z z o „ - I 2'-5 1/8" 108 PANTRY 1 8 16 17 18 19 EXISTING BRICK CHIMNEY FLUE m i N 3 I/ - = a o 4 1-K20 1 O" 11 8 I/2" 1930 San Marco Place OPEN POOR TO CONSTRUCTION CL s 7.2 6 209 m p m I MRS D 1 5 112 PORCi1 � o � Jacksonville,FL 32207 109 KITCHEN 1 8 16 17 18 19 _ N 16 17 18 19 200 M 03 I-R20 203 202 m z 7 9 210 o a 3'-4"GLR N 110 BREAKFAST/SUNROOM 1 8 1 n= 7.2 r o 111 SCREENED PORCH 4 12 15 20 ANY DEMOLITION IN THI5 AREA TO BE DONE BY FINISH 4 7.2a 2 4 1 7'-5"_ RS CARPENTER AND REINSTALLED AS IT WAS FOUND - DOUBLE - r--, m f 3 0 I'-1 O 7J8" [Z2J751-511 HANGING '-IN 1/2" 200 OPEN PORCH 5 - 3 12" 3 I!2" T - 1 2'-5 1/ o I 5 :7\ w1 STUDY - 4 7.2c 2 I A3.2 201 STUDY 2 9 16 17 18 19 USE SALVAGED WALL BOARDS FOR THI5 SPACE 20 I N N _^___--___ -_- 1 o m 3 . �' n ; F2 I-R20 m OVERFLOW 202 CLOSET 2 9 13 17 18 19 ` MR-5 � FLOOR DRAIN 2 I o m O _ 2 -- ------ --- ------ LAUNDRY I 203 LAUNDRY 3 8 113_ 17 181191 1221 - - ` m 204 MASTER 2 _ A3.1 EHI `�' D BATH o 2 11 16 17 18 19 11 '-2 4" - 1 204 VESTIBULE4 1 1 3 3/ 7 7 3/8 - 5 1 2" 3 112" in 209 m > c� 205 VESTIBULE 2 11 16 17 18 19 22 m � 13 T 211 E 206 CLOSET 2 6 13 17 18 19 '________________ _____ 16 7.2 ► �Wv I 1 ' I J L- 5 5/8' I/2" 15 m 207 CLOSET 2 6 13 17 18 19 I 1-820 D I D I 1-R20 O o N m MRS MRS - 212 p o o m m CM L N o 208 MASTER BEDROOM 2 11 13 17 19 ( _ m - ANDREWS - 209 MASTER BATH 3 10 113 17 21 I I 000 N � 210 TOILET 3 10 13 17 18 19 211 TOILET LAMBROU 3 10 13 17 18 19 I V� �_J ( 7'-G"SIDE SETBACK APPLICABLE TO ALL 5'-0 1/4" F2 MRS MRS F2 5'-O 1/4" I NEW ADDITIONS TO EXISTING STRUCTURE 212 BALCONY 5 " I RESIDENCE 12 9 I/2 18-8 I J4 I ( I -- - - - - - - _ - - - — _ _ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1303 Beach Ave I I Atlantic Beach, Florida DOORSCHEDULE 8'REAR SETBACK PER VARIANCE 32233 RM. NO. SIZE TYPE MATERIAL REMARKS APPROVAL ON NOV 18, 2014 ! APPLICABLE TO ALL NEW VERTICAL ADDITIONS TO EXISTING STRUCTURE _Z 1= 1. 5TAINED INTERIOR DOORS TO BE SOLID WOOD CYPRESS. STAIN COLOR UJ Q Z tj PROVIDED BY INTERIOR DESIGNER AND APPROVED THROUGH SAMPLES 3 4 = Y a PRIOR TO FINAL STAINING OF DOORSA3.2 A3.2 Main House < 0 O w = 2. USE SALVAGED DOORS WHERE POSSIBLE FROM EXISTING BUILDING. = U = 0 _ — 3 � u, W I,- Addition & Pool U- F- 1 2 3 4 W O W 0 X1 GARAGE STORAGE EXISTING DOOR TO REMAIN, STRIP AND REFINISH, RF-WEATHERSTRIP ~ Z r7.. Z _ 001 OUTSIDE GARAGE 8'-9" 7'-O" 2 1/4" A 2 1SECOND FLOOR PLAN V 002 OUTSIDE GARAGE 8'-9" 7'-0" 2 1/4' A 2 _'� 2 SCALE: 1/4" = I'-0" ISSUE < 003 OUTSIDE GARAGE 8'-9" T-o" 2 1/48 B 2 no.date description Q 004 GARAGE ELEV MACH 2'-8" 4'-0" 2 1/4" G 2 (� ► 12-3-14 PRELIMINARY PRICING 005 GARAGE ELEVATOR 2'-8" G'-8" 2 1/4" G 2 WINDOW ELEVATIONS 2 5-26-15 PROGRESS SET _ ALL WINDOWS TO BE MANUFACTURED BY STEWART BRANNEN MILLWORKS MAHOGANY IMPACT RATED WITH LOW E, INSULATED,TURTLE FRIENDLY GLAZING,TEMPERED AS REQUIRED PER FLORIDA RESIDENTIAL BUILDING CODE. EXISTING WINDOWS TO BE REMOVED THROUGHOUT AND OPENING 3 10-1-15 PERMIT SET SCREEN SIZES VERIFIED. SASH SIZE SHOWN FOR ALL WINDOWS. FIELD VERIFY DIMENSIONS FOR WINDOWS A,B,C*D AS THESE ARE EXISTING OPENINGS TO RECEIVE NEW WINDOWS, ALL NEW WINDOW LOCATIONS WITH THESE DESIGNATIONS ARE TO MATCH EXISTING REPLACEMENT SIZES. X1 OUTSIDE PORCH EXISTING DOOR TO REMAIN,STRIP AND REFINISH SCREEN FINISHED INTERIOR HEAD JAMB EXTENSION HORIZONTAL MUNI TO ALIGN WITH ADJACENT WINDOWS*DOORS IN ROOM,TYP X2 PORCH BEDROOM 2 EXISTING DOOR TO REMAIN, STRIP AND REFINISH, RE-WEATHERSTRIP 7 I/4" 8 5/8" 8 5/8" 8 5JSN 2'-7" 2'-3 1/2" 8 5/8" 8 5J8" 8" 8" 8" X3 SCREEN LIVING ROOM EXISTING DOOR TO REMAIN, STRIP AND REFINISH, RE-WEATHERSTRIP PORCH ---- - - _ - _- - 71 -- --- -- - -------- _€ - X4 BEDROOM I CLOSET EXISTING DOOR TO REMAIN,STRIP AND REFINISH ao 8 5J8 = ao — j w-' - --- - -- ! '+ - r _ p. tf) to U fY XS BEDROOM I BATH EXISTING DOOR TO REMAIN,STRIP AND REFINISH N - = ap - O O ----- o O z V_, __-- O m - - d --- -- --- O ,L, N ►- m - - (V — c\l - cn — c� t-z N = oC°- — u c`h cn Q X6 BEDROOM I ENTRY HALL EXISTING DOOR TO REMAIN,STRIP AND REFINISH U cg ---_" z ❑ +>,O '0 0 0 0 --- ------ - __ _ N zz Z Q lf1 In <L Lf) d.Z Z N i LL_ X7 LIVING ROOM ENTRY HALL EXISTING DOOR TO REMAIN,STRIP AND REFINISH 0 va � n [IF - LU� cc m o o Q REVISIONS I- co O - _ „-, COVERED x x „ o v U -- - ----`- @� 0 �° U no.date description 101 PORCH ENTRY HALL 2-8 7111-b" 2 1/4 C 2 3 = m= m m _ w U O 0-4 5/8" 2'-8 3/4" 2'-8 5/8"4 2'-8 3/4" to atJ p p '-1 1 1/4 O 4'-9 5/8" `� N z O 102 HALL STAIRS 2'-8" G'-8" f 318" G 1 g r � �'n�` 2`-8 3/4" m r cp 1 -1 1 1/4" I'-1 1 1/4" I'-11 I/4 ap O I'-1 1 718" 103 Ham- ELEVATOR 2'-8" G'-8" 1 3/8" G 1 r H 3 POCKET DOOR, GLA55 TO BE CLEAR A B C DI D2 E F 1 F2 G J L M N 104 KITCHEN PANTRY 2'-8" G'-8" 13/8" 1 CASEMENT CASEMENT CASEMENT CASEMENT DOUBLE CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT FIXED DOOR CASEMENT 105 KITCHEN COVERED 2,_Stl 7_8" 2 1/4" D 2 3 FIXED HUNG FIXED FIXED FIXED SIDELIGHT FIXED FAST PORCH OVAL 106 SUNROOM OUTSIDE 2'-8" 7'-8" 2 1/411 D 2 3 DOOR ELEVATIONS Scale: 1/411 = I'-O" � ALL DOORS TO BE MANFACTURERED BY STEWART 13RANNEN MILLWORKS MAHOGANY IMPACT RATED WITHLOW E, INSULATED,TURTLE FRIENDLY GLAZING, E TEMPERED AS REQUIRED PER FLORIDA RESIDENTIAL BUILDING CODE . EXISTING DOORS TO BE REMOVED THROUGHOUT AND OPENING SIZES VERIFIED. SOLID WOOD RECE55ED FLAT PANEL TO Project No.: 1404 201 STUDY OPEN PORCH 3'-O" 7'-0 7/8" 2 1/4" 2 3 MUNTINS TO ALIGN WITH MATCH EXISTING INTERIOR DOORS Drawn by: MLS 202 STUDY ELEVATOR 2'-8" G`_8x USE SALVAGED DOOR FITTING THESE DIMENSIONS IN THI5 LOCATION ADJACENT WINDOWS IN ROOM TEMPERED GLAZING DOOR WI TH USE SALVAGED DOOR FITTING THESE DIMENSIONS IN THIS LOCATION DOOR WIDTH DOOR WIDTH DOOR WIDTH DOOR WIDTH DOOR WIDTH DOOR WIDTH Checked by: KGS 203 STUDY CLOSET 2'-8" G'-8" CLEAR TEMPERED GLAZING 2'-1 1" 2'-► IN 2'-1 IN 2'-1 IN 5'-1 O" „ " Sheet Title STUDY LAUNDRY USE SALVAGED DUTCH DOOR IN THIS LOCATION 4 /8 4 J8 m OOR WIDTH OOR DTH DOOR MDT 3 1 2" 204 5 112" 5 1)2" 5 112" 5 1 " 2'-1 IN 2'-1 1" 4 7/8 p _ USE SALVAGED DOOR FITTING THESE DIMENSIONS IN THIS LOCATION �, N N - -------- ---- o _ _ - SECOND � 205 STUDY VESTIBULE 2'8" G�_g" -- � = cv „ K 3 POCKET DOOR, GLASS TO BE SELECTED {' 206 VESTIBULE CLOSET (2) 1 -4 G-8 1 3/4 1 `n -� I � � �� � � ' ,���. - _ � FLOOR PLAN ,� _ n _ _ " G POCKET DOOR - - ao HALL CLOSET 2-8 G'-8" 1 3 4" 1 x �'� '�. _ t- F 1- 207 / tn _ m ~ _ ►- MASTER MASTER , „ '' c9 N _ & SCHEDULES Z 2-8 " 1 3/4" G 1 w ,}, u O O = i` w w ,�, U 2O8 BEDROOM BATH �' 8 = _ _ _ _ _ _ _ _ _ _ w 2/ o L = Cn L Q _, 0z _- - aC MASTER nC oC - oC O LINEN 1'_2„ G'8" 1 3/4" G 1 - .�- --y 0 =-' - - - - O - --- -- - 00 - O - - 0 -- -- � _ Sheet Number 209 - -- UJ BATH - 0 O m D 0 U) = _ t` i --- - - -- - --- -:- _ - -- T - - -; - -- pp 0 � O N I O o m - -� O MASTER cv p N o _ _ D n _ - TOILET " N N H 1 GLASS TO BE TRANSLUCENT TO BE SELECTED '� ,R o p = o 210 BATH 2-G G-,5 1 3/4 - �r -- 3 _- MASTER cc - � - 211 TOILET 2'_G" G'-8" 13/4" H 1 3 GIA9S TO BE TRANSLUCENT TO BE SELECTED r BATH _ _. _� J �-- - ,., -_ ___�_. -- Ny- CO 212 MASTER LINEN I�_2" G'-8" 13/4" G 1 t� BATH A B C D E F G H J K • MASTER SHOWER 2,_011 G'-8" 1 3/4" J 1 SHOWER DOOR AND WALLS TO BE FRAMELE55 AND 1/2'THICK SOLID SLIDING- G PANEL ap SOLID SWING-FOLD- G PANEL 3/4 GLASS FULL GLASS FULL GLA55 FULL GLA55 TWO PANEL TWO PANEL SHOWER TWO PANEL 213 BATH SOLID WOOD RAISED PANEL TO MATCH ALIGN GLAZED ALIGN GLAZED SINGLE LEAF FULL GLA55 FULL GLA55 LOUVERED MASTER BALCONY 2'-811 7'-2" 2 I/4" F 2 3 EX15TING PANEL PROFILE ON EX15ITNG OPENINGS WITH OPENINGS WITH DOUBLE LEAF 214 BEDROOM EXTERIOR DOORS WINDOW M WINDOW L SOLID WOOD LOUVERS TO MATCH PERMIT SET F I I I I I EXISTING INTERIOR DOORS i, I x P f t RICHARD SKINNER &ASSOCIATES,ARCHITECTS 2245 St Johns Avenue Jacksonville,FL 32204 904.387.6710 www.rs-architects.com License#AA26001539 Consultants STRUCTURAL FACE OF FINI5HED Atlantic Engineering Services — — — — — — — — — — — — rI'-6" WALL BELOW 6501 Arlington Expressway 6'12 Building B, Suite 201 Jacksonville,FL 32211 I ELECTRICAL I - - ring ---------- ------- ------1--- Haddad_i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------- - -- -------------- I — — 2955 Hartley Rd,Suite 205 1 I I I ' I ' Jacksonville,FL 32257 I L__ I 1 I —FACE OF FINI5HED INTERIOR DESIGNER 1 i N i WALL BELOW Thomas A Ranney Interiors I 6'12 <o I 1930 San Marco Place I I i i 6 12 Jacksonville, FL 32207 I I I I I I i r ice, =1N I C.D I EXI5TING CHIMNEY EXTENDED THROUGH 6:12 NEW ROOF, 51ZED TO ACCOMMODATE I I FLUE BELOW. VERIFY FINAL ' DIMEN51ON5 WITH ARCHITECT. 411 I I � I ' AREA OF EX15TING ROOF i I I N CRICKET FRAMING TO BE REMOVED FOR i I'-6" NEW SECOND FLOOR ADDITION. IIs oe I 4 I I I f I I I � EYEBROW ROOF ANDREWS FEATURE ' I LAMBROU I I RESIDENCE ' I I I I ; ' ' I -6 1303 Beach Ave I ' I I I ► ; " ' G:12 7:12 Atlantic Beach, Florida MATCH32233 I 1 I EXG - - - - - - - - - - - - - - - - ------------- � I I � I f I I I I I I 4.5:12 I1 I 6.12 !—— I Main House u { � I = j L--------------=--------- --- ----_ --------------� _ I Addition & Pool I cn :�i It u� 7- C\1 cV I ' ------------------------------ - --------------------------------- _ ------------------------------------------------ --------------- ISSUE no .date description 1 12-3-14 PRELIMINARY PRICING 2 5-26-15 PROGRE55 SET r 3 10-1-15 PERMIT SET U M W 1'— W }— � o ° o Z REVISIONS EXISTING ROOF PLAN 2 NEW ROOF PLAN no.date description A-1 .3 SCALE: 1/4" = 1'-0" -1 .3 5CALE: 1/4" = P-0" Scale: 1/411 = 1'-0" Project No.: 1404 Drawn by: MI-5 Checked by: RG5 Sheet Title ROOF PLAN & DETAILS Sheet Number • PERMIT SET 8" PVC WRAPPED POST 3/4" 6 I/2" 3/4" N I/A2.I ---------------------------------------------------------------------------------------------------------------------------------------------------------------- 35' HT FROM CALCULATED AVERAGE 3 112" - cv - - I I/4" f" I'-9" 11-9" 111-91111 I e- ._ l - I %1�_ %�_ I . -t 1-f— . . . 1 2- I . fl , I . I , -r- . �--_ f , � C N N } ' 3/ 3/4" m _ N EXTEND EXISTING BRICK CHIMNEY*FLL -" PVC HANDRAIL ASSEMBLY IN PATTERN TO PENETRATE NEW ROOF PER CODE I PROFILES SHOWN, LEXAN SHEET MOUNTED ON INTERIOR OVER CENTER I 1/4 1 W ___ --- -_ _ __ -_---- ---- - --- --_ _ --- -__-. -_ _- ---. D CEDAR SHINGLES, PATTERN HAVING AREAS OPEN THAT ARE G" -- - __ - -- - - --- ---- __ - _ - - _ _- NAT 1 - - -- 4 a -- -- - -- --- - - -- --- --- , _--- ---- - - -- :: _ . PT RURAL WISH, SMOOTH CUT LARGER THAT 4"SPHERE , I" _ - -________-- _ -_ --- --__ -_ ___ RICHARD S KI N N E R \� (n _-- - _ _ -- - - -- -_ -- -_ -__ _ _-- _ _-_ _ &ASSOCIATES.ARCHITECTS -- -- - --- -- - -- __ - - (o r -- - - -- -- --- -._ -- - --- - -- - _-- - - - - - EXPOSED PT CEDAR RAFTER D _:. -:: ---- -- --- -- _- -- --- - - - - -- -- -- - - -- --------- TAILS*RAKE BOARD PAINTED _- ____ = 2245 St Johns Avenue Jacksonville,FL 1 X 6 IPE DECKING FASTENED W/EB-TY SYSTEM 6' 6' /I �\ _ 32204 N 584 S�B� 1'� tK -_ ___ __ ____ -- - - - ---- ---- -_:: :_. _ _ : - - - -- - 17\0:\ = /%$ �� O PVC BRACKETS, PAINTED _. : ::_ -- ------_ - -- -- -. _. _ - y ` ' i _: _ _- _ __ ___- __ _-__ ---_- -_ ___-_-- GRAND MANOR ASPHALT 904.387.6710 www.rs-architeds.com NEW 2 X ROOF FRAMING WITH TAPERED TOP o \� \� SEE DETAIL 5lA2.1 FOR - - - _. -- -- -_-- __ _____ . __ -___-_-_- -__ _--_ ---_-- _ - -_--_ _-____-_ SHINGLE KOFING AT I/8"/LF, SEE STRUCTURAL DRAWINGS ``� cn (00 toy O -- - --__ --- --- - - - -- _ - - License#AA26001539 SECTION --- -- - -- - -- --- --- -- - -- -- SLEEPERS WITH TOP LEVEL*BOTTOM _ -- -- - - -- __-- --- -- - - --- . ___ '- - - - __ - S A = -- TAPERED TO FIT SLOPE OF ROOF �8y - - _ __--- _ -- -- __ _ --- -- - <c r 1 `` ZX _ -!- ,i.L-i-" - - - -- STT --- -- -_. ---. -.- --- -__ _.._. -- --__ ..__- -___ -- Ol/1 ' 1 - I 1 J_ i , .I . . . ' ..- - j Consultants " F SHEATHING COATED WITH __ 3/4 ROO � --- -- --- - -- - _ .._ -- - - -- -- SECOND FLOOR WIN W H STRUCTURAL PLI-DECK SYSTEM WATERPROOF DECK -- - -- _ _ _ _ - --- - -- _ _ DO HEAD - - - - s ` `-1 - - - 11 ----- --- - - - - - - — COATING, RUN UP ADJACENT WALL5 A _ - _ _ _ _ = : : , � I - - - T r - ? Atlantic Engineering Services MIN OF 8" - - - - FIXED PVC SHUTTERS, y - ,r - rL� 65 1 Arlington Expressway ___-__, _ TI 1 __. ______ _. rt, DECORATIVE WITH SSt1UTf>=R DOGS Building B,Suite 201 2 X 6 IPE NOSING EXPOSED RAFTER TAILS, ?- , FINISHED SECOND FLOOR m � . PAINTED 2 7m N r _ Il] Jacksonville,FL 32211 . = 4 (V , ' a I . � It, __111111 L L 2. i ! BUG SCREEN �" _ ELECTRICAL - � .. % N I/2" � N = -- - _ !__ ` I PVC HANDRAIL SYSTEM, Haddad Engineering - . \ - - . j I I- - - �O� U VOX �O i - ; LUXAN SHEET TO COVER 2955 Hartley Rd,Suite 205 I/2" - OOO i OOOOOOO i O i� CENTER OPEN DETAIL Jacksonville,FL 32257 - -- -- c� - - - - - - - - - - - - - N _ _ - -- - -- � _ - ! _ _ SECOND FLORELEVATION PVC TRIM 2 X FRAMING0 - -- NAVD 32.3' - - - — INTERIOR DESIGNER = @ I G"OC _- -- _ PVC TRIM Thomas A Ranney Interiors :t - __ __-_ _ y a- -A-•w r1930 San Marco Place Z L - - - - - Jacksonville,FL 07 r { �: II2 _ — , T `r 11 r FIRST FLOOR WINDOW HEAD322 _ = I ` �t _ PVC BRACKETS, - . 1 N -- E ; - - Cn I - - V' r PAINTED DRIP EDGE , - - - - ----- - - - - — - 1 �T . . „ LO ` : t r . FLASHING 3/4 I _i- 1 PV PAN _ _ . -_.. - __. .. PAINTED _ __: _ -- - ,- -- -- -- __ — 1111, - �1 ❑ I-JU [I PVC TRIM : R3 - i�� 111E [TILI ' i%Ili - - -- E _ ' �� y !' - - - �„ fI (- i - �,' , l- J �_ ___ I,.._ TI : PVC BRACKET - - ���- -- ._ It - - - w _ I , -T -• ,n _._ --_ _-- _ _ _ PVC TRELLIS AND TRIM . - - -. :L i ! ! ; i., /A2.1 ! 1 I . , I TRIM1_% -41 .- -T rY , - - - - - - _ PVC , - , . ; : . f -I ,�Y� 'I 1 r6 � - - - - -- ,_.- - - it ; : -..- .: �.-..• ..� w- -.i- ! l I -�� EXISTING FIRST FLOOR ELEVATION 1. - - - -'- =- - - - - - - - �- PT RED CEDAR SHINGLES, EXISTING FRAMING TO REMAIN, 11 : � _.. G"EXPOSURE, SMOOTH NAVD 21.87' _ CUT, NATURAL COAT SHEATHING WITH FLUID T APPLIED WATERPROOFING T `- I-.-- I -, -- - - - - �.� �,�� •' ! CALCULATED AVERAGE GRADE \�\ - -a - - ._ -�-+-r- �- i �_� - - - ' - - - - - - - -- I _ i . 1 -- NAVD-� i A 93 I I t i s ,T. T I VAT 1� I RAI E E I ;R DHANE L L2 A EON iTIONENLG SE _� EDGECI . , I E � r L. i i j -- - - - 4 I 1 12 I -O - ' I12 I -0 SCALE: / ' SCALE• ` 1 Ii A 1 I 1 2. s f � i--T I _� ; I j i ( ' I i tQ - , , �� I - , -1 - ----- --- - L _��_ 1 I i I I 1 ' : . .r -,I I i ._ ' ^:"' - _ __ _T_,- ___ _ _ _ _ - _ _T_ __ __ - ANDREWS .r . ! : : - t r, 11 j - . t r.. I I i I I 1 T . - I f I �- L ! . LAMBRTRELLIS FRAMING _ - ou �1,_ I I -- EXISTING GARAGE FLOOR ELEVATION _ _ _ TRELLIS JOISTS Ll - - - - — 511 4/A2.1 NAVD 13.44' RESIDENCE TRELLIS BEAMS \_ NEW STEWART BRANNEN IMPACT RATED NEW STEWART BRANNEN IMPACT EQ EQ EQ EQ EQ EQ EQ EQ SWINGING GARAGE DOOR RATED SLIDING GARAGE DOR In 1303 Beach Ave N _ I Atlantic Beach, Florida m A WEST ELEVATION 32233 I i A2.1 SCALE: 1/4" = I'-O" 1i i'',','''Ili " " " " � r, j _�_ -4 T = N -,�---� 1 112 1 I IT �°` - [ + Main House N i EXTEND EXISTING BRICK CHIMNEY*FLUE Addition & Pool i - TO PENETRATE NEW ROOF PER CODE m - _-'- - ----- -------------------------------------------------- - ------- -__ -_---__ - - % - _ _ ------_- --------------- ---- --- --- -- ---- --- ----` -- - ---- ------ ap ---- - -------- ----- ------ - --- --- _ _ -- -_ - --------------------------- t ----- z - - - -- -- --- -- - - -- - -- --- - ---- -- _.__ -__ - - - - -- -- N c� Q _- -- - _ _ _ -_ - _-- - - -_ -_ _ - -_ _-- ___ _-- -- - __ __ -__ __- -. _ -- -- --- _ EXPOSED PT CEDAR RAFTER -- -- __ _1___1-__.______1_ - -- - --- __ --- ---- -- -- ---- -- ----r - - -- --- -- --- -- -- - - - - -- __ --- _ - TAILS*RAKE BOARD, PAINTED ISSUE -- --- -_ - --- --- - -- -- EYEBROW ROOF COVERED _ - Q ------ ----------------------7------------- -_- _ -_ - - - - -_- __ -- - - GRAND MANOR ASPHALT description no.date 4/A2.I WITH SHINGLES A -- ----- - -- --__-______-__1_____- --- __ _ ----- -----. -- -- - - ----- -- ---- - __'_,!_ ---- _ -- - SHINGLE ROFING \\2 -- - -_ --- ---_ _ _ - - --- ---- --- - - - t 12-3-14 PRELIMINARY PR{CING - -- - /_ --- _ T-- - ��, -- _ -_ __ _ - -- = _ - _ .T r 1; . _: 2 5-26-15 PROGRESS SET -- -- -- - -- - - - - - - --- - - -- _ - - STEWART BRANNUN IMPACT :_ _- __- _ ___ -- �_ - _- _ - -- - - -- :: ----,----,--: - - -- 3 10-1-15 PERMIT SET RATED WINDOWS WITH - = - -- _-- -_-____ _._ TURTLE FRIENDLY GLAZING __-_ SECOND FLOOR WINDOW HEAD ___ - ---- - r - . EN LARGED TRELLIS ELEVATION []-E- --]- r__3lr I L PVC TRIM, PAINTED -' - - -- _ PVC WRAPPED COLUMNS SCALE: 1 1/2" = 1'-O" I]L ]--V- _-_--- ---_-_� 1.L -- .1 ` - --- - --T - , NEW ROF OVER REMAINING— -= _ --- - - =; i _ -- _ -_ O TUER PVC HANDRAIL SYS EXISTING ROOF FRAMING -i- r - � i CENTER OPEN DETAIL _f__-- _- -- - i -- - - - - - -r`-I I -'-7-- ------------ - - f i - �OOa�00a�Oa - REVISIONS - - r - T-`-Y ---. ____.-._ O O O O O I ! , , . --- 2 3/4" 1 I/2" RAFTER TAILS - -- _ - _--- _-- _ - -- - _-- - - - -'yI' - - - - - - - - no.date description SECOND FLOOR ELEVATION - - -- - - - - -- __ 32.3' EXISTING ROLLING --- --- - _- ___ _ -- -- _ _ -- __ ___ NAVD 3 ,/ 2 XCEILING JOISTS f ROOF RAFTERS SHADE SYSTEMS TO -_ _-- -_- - ---- --- -- - --- __ -_ __ _. ___ __ -___ --;_ - -- __ PVC TRIM REMAIN. PROTECT ---- -_-_ _ _- ___ __ -_-- __-_- E ___ _ - - - - I XFURRING AT I G"OC DURING CONSTRUCTION r �' N -- - --- - - -- 1R�LFL 9R WlN 9W HEAD _ r. - - - I XWOOD FINISH AS INDICATED ON - - - - - m + -r r ,- ;-i r + - - -- ROOM FINISH SCHEDULE PVC WRAPPED COLUMNS 4-b - '[�' _{ :..A_�..� -- :-» a µi1. T_ LM 71 11 I r __ f- I. m �. r _ --1 - _, i..., L -rr r, .,yv i -•- _ F-1E EXISTING HANDRAIL AND - [11] DE11 TYPICAL EXTERIOR WALL CONSTRUCTION SCREEN SYSTEM TO REMAIN, `i'"` - - - __ ---- - ACT { - t i x. L _ REPAINT WOODEN PARTS. _ - STEWART BRANNEN IMP . -, �.-� __- RATED WINDOWS WITH Scale: I l4" I�_011 r-t. L,.- PT RED CEDAR SHINGLES, CERTIFIED PROTECT DURING . i , H1111 I - TURTLE FRIENDLY GLAZING 2 3/4" _ -, r r r Vp; GRADE A, SMOOTH CUT G" EXPOSURE CONSTRUCTION - - Y I Project No.: 1 404 „� T cp z - = _ - - t� _ r �__ -_ - -[111 - - - yawn ML5 m 1/2" EXTERIOR SHEATHING, COATED -1 I s_ } _ D by: Y 1 WITH FLUID APPLIED WATERPOOFINGI'llL. _ - - PVC TRIM Checked by: KG5 41-1 t _ - ;1 i r`._. _- ._ _. I i 2 X FRAMING SIZE AS INDICATED ON - - - -' - - ; - ��' m , � - v` _� .- _ - - ---- - - __[:� -- - -- Sheet Title ARCHITECTURAL FLOOR PLANS4. - EXISTING FIRST FLOOR ELEVATION - -21.-87' - - - - - - - - - - - - - - - . - - - - NAVD PVC BRACKET // ,,,,--R-19 INSULATION -. 1 - .: L1 ---- .L.r 1 - - - T _1 - /2" PLYWOOD SHEATHING - - - I -- -- - -- EXTERIOR - ! ; - : , r ; . . I I T - - fI ! I I `r i I i ' i ! �I T-ti ,-.�..�� 1 , , I . , , CALCULATED AVERAGE GRADE 4 - - - - - - - - - - - - 3/ 1 X WOOD FINISH AS - - rt -- - �-r, --�-+-� --- -;---� ,- a= -!i ! --� " INDICATED ON ROOM FINISH NAVD 19.3' ELEVATIONS 11-90 Ir It- SCHEDULE EXISTING STAIRS AND PT RED CEDAR SHINGLES, Sheet Number HANDRAIL TO REMAIN. PROTECT DURING NATURAL FINISH, SMOOTH CUT CONSTRUCTION • r�4 NOT USEDr5""� BRACKET SECTIO (""BEAST ELEVATION A2.1 SCALE: 1 112" = I'-O" AZ.1 SCALE: 1 112" = I'-O" A2"1 SCALE: 1/4" = f'-0" PERMIT SET R-22 ICYNENE SPRAY INSULATION 35' HT FROM CALCULATED AVERAGE 3/4" ROOF SHEATHING, COAT ENTIRELY WITH I 80 DAY PEEL STICK 50 YR ARCHITECTURAL SHINGLE PREFIN15HED ALUMINUM DRIP CAP FLASHING 2 2 I X 4 PVC TRIM, PAINTED EXTEND EX15TING BRICK CHIMNEY FLU9 TO PENETRATE NEW ROOF PER CODE STEWART BRANNEN IMPACT I X PVC TRIM, PAINTED II 112" 1 1/Ile 11 RATED WINDOWS*DOORS WITH 'I 112" to 12 TURTLE FRIENDLY GLAZING PT CEDAR RAFTER TAIL, PAINTED RICHARD SKINNER &ASSOCIATES,ARCHITECTS G 2 X OUTRIGGER5 @ 24"OC, PAINTED T-1- -T-T-!,- 7 EW05ED PT CEDAR RAFTER TAILS * RAKE BOARD. PAINTED 2 X ROOF FRAMING, SEE STRUCTURAL DRAWINGS I2245 St J ns Avenue I 'Ile,FL 32204 IPT RED CEDAR SHINGLES, SMOOTH CUT- G" EXPOSURE 904.387.6710 wwwrs-architects.icom GRAND MANOR ASPHALT - --------- License#AA26001539 SHINGLE ROOFING 112" EXTERIOR SHEATHING, COAT WITH fWID APPLIED -- ---------- WATERPROOfI NG SYSTEM (EXOA1 R BY TREMCO) I2 X CEILING FRAMING, SEE STRUCTURAL DRAWINGS tu 1 9 fG BATT INSULATION L R 'T J U U Li T SECOND FLOOR WINDOW HEAD T�:z 2 2 X WALL FRAMING PER STRUCTURAL DRAWINGS -I IN an c ngineering rvices I FAD COATED COPPER WALL FLASHING q 6501 Arlington Expressway PVC SHUTTERS, DECORATIVE STEEL 13EAM PEP,STRUCTURAL DRAWINGS,TOP Building B, Suite 201 _T F-1 WITH SHUTTER DOGS G1-I 0 3/8" PVC WRAPPED Of BEAM TO ALIGN WITH TOP Of WALL PLATE Jacksonville,FL 32211 71 EX15TING ROLLING 5HADE COLUMNS 2 X PT FRAMING SYSTEMS TO REMAIN. PROTECT PVC HAN IL 7`_1 L_ F 2 X ROOF FRAMING, SEE STRUCTURAL DRAWINGS LEXAN SHEET TO COVER ELECTRICAL DMIL SYSTEM, DURING CONSTRUCTION ngineering L j CENTER OPEN DETAIL L_I t 3/4" ROOF SHEATHING, COAT ENTIRELY 2955 Hartley Rd,Suite 205 !-T T F Jacksonville,FL 32257 WITH I 80 DAY PEEL STICK 5ECOND FLOOR ELEVATION 7 C\j r- F 50 YR ARCHITECTURAL SHINGLE NAVD 32.3' INTERIOR DESIGNER 111J ------- lu Thomas A Ranney Interiors PVC TRIM ---------- -------------- 4 12 1930 San Marco Place FIRST FLOOR WINDOW HEAD 4 Jacksonville, FL 32207 7=�7 777 2 2 2 2 2 3 1 P211 t 13 112" 2 2 f2" 5TEWART 13RANNEN IMPACT 11E I0 Ln TURTI F FRIENDLY GLAZING PREFIN15HED ALUMINUM DRIP CAP RATED WINDOW5 WITH -7 C jL FLASHING �7 H IPVC TRIM T 7 W I X PVC TRIM, PAINTED EX15TING I-T Cf f _DAR RAFTER TAIL, PAINTED qA \16 FIRST FLOOR El EVATION ; ii I 1111, I 1� I : ! , i . 1 : I I i_j E-t-- — —NAVD 21.87' PVC TRIM, PAINTED 4/1 8 112" 4 3/4H 5 112"ttT7 CALCULATED AVERAGE GRADE J- I �T 7--_T 7 7t�__1�_ ......L---,�L_NAVD j ;tNATURAL FINISH, 5MOOTH CUT G A PT RED CEDAR SHINGLES, L BLE END SECTION EX15TING STAIRS AND HANDRAIL EXISTING HANDRAIL AND SCREEN IPE FINISHED LANDING AND SCALE: 1 112' 1'4Y tTO REMAIN. PROTECT DURING STAIRS (TREAD5*RISERS) SYSTEM TO REMAIN, REPAINT -2 PVC HANDRAIL A55EMBLY CONSTRUCTION WOODEN PARTS. PROTECT ANDREWS IPE HANDRAIL ON WROUGHT PT RED CEDAR SHINGLES, DURING CONSTRUCTION IRON VERTICAL SUPPORTS I X G IPE DECKING WITH CONCEALED EB-TY NATURAL fIN15H, 5MOOTH CUT FASTENER SYSTEM LAMBROU EX15TING GARAGE FLOOR ELEVATION 5LEEPER5 WITH TOP LEVEL*BOTTOM TAPERED TO FIT SLOPE Of ROOF NAVD_�3-44T 2 X G IPE N05ING RESIDENCE FINISHED SECOND FLOOR r'A SOUTH ELEVATION cd BUG SCREEN 1303 Beach Ave SCALE: 1/4" I'-O" 211 PT RED CEDAR SHINGLES, Cj_1 Atlantic Beach, Florida NATURAL FINISH, SMOOTH CUT �7 32233 12"2 PVC TRIM 2 2 V_ PRE-FINISHED ALUMINUM DRIP EDGE FLASHING EXTEND EX15TING BRICK CHIMNEY FLUE I X fURP1jNG 1 112" PVC TRIM Main House TO PENETRATE NEW ROOF PER CODE j Addition & Pool r 4 112" 4 3/4" ROOF SHEATHING COATED WITH PLI-DECK 5Y5TEM PVC 5HUTTER5, DECORATIVE 2 WITH SHUTTER DOGS BAY WIN DOW I X G WOOD CEILING 2 2 WATERPROOF DECK COATING 12 PROJECTION GH PT RED CEDAR SHINGLES, G" 2 ij tI X WOOD 13EAM WRAP- EXPOSURE, SMOOTH CUT, NATURAL EXP05ED PT CEDAR RAFTER ISSUE TAILS * RAKE BOARD, PAINTED 112" EXTERIOR SHEATHING, COAT WITH FLUID APPLIED ------------- ------- OAI R BY TREMCO) no 1date description I X WOOD PANELING ON WATERPROOFING SYSTEM (EX GRAND MANOR ASPHALT 112" PLYWOOD SHINGLE ROOFING INEW 2 X ROOF FRAMING WITH TAPERED TOP 1 12-3-14 PRELIMINARY PRICING T I AT I/8" Lf SEE STRUCTURAL DRAWING5 PVC BRACKETS 'ROGIR 2 5-2G-1 5 I E555ET 7-T---------- L 3 10-1-15 PERMIT 5ET BALCONY SECTION __LrT U 'TL SECOND FLOOR WINDOW HEAD — — — — — — 5CALE: 1 112" P-0" — — — — — — — — — — — — t7t-. __7 1-7 z STEWART DRANNEN IMPACT RATED WINDOWS T PVC WRAPPED Li H TURTI F FRIENDLY GLAZING PVC WALL CAP PVC HANDRAIL SYSTEM T .1__j !T j I T _T_COLUMN5 I F L WOOD SEAT =3 r REVISIONS 112" EXTERIOR SHEATHING, COAT WITH FLUID APPLIED In WATERPROOF1 NG SYSTEM (fYOAI R 13Y TREMCO) no.date description SECOND FLOOR ELEVATION �Z_ 2 X fRAMI -7 7-7 NAVE) 32.3' @ I G"0C PT RED CEDAR SHINGLES, G EXPOSURE, SMOOTH CUT, NATURAL PVC TRIM i —7--Ti F T L FIRST FLOOR WINDOW HEAD I X WOOD PANELING 2 X WALL FRAMING PER STRUCTURAL DRAWINGS L L tPVC WRAPPED ON 112"PLYWOOD I'1111 [11 OLILI COLUMNS-T-7 OAK WOOD ILI 0 H I-Off PRE-IFIN15HED ALUMINUM DRIP EDGE FLASHING Sca 1/4 1 le: STEWART 13RANNEN IMPACT FLOORING RATED WINDOW5 WITH PVC WALL CAP 1 1/4" TURTI F FRIENDLY GLAZING IT-T 7 Drawn by: L 7 L I i L rA I ML5 PVC TRELL15 PV TRIM t5 1)20 T JOISTS, BEAMS 5 AND BRACKETS L Sheet Title PVC TRIM VAT T_ -Y -------EXISTING FIRST FLOOR ELE PN T' 0 12" 2 X FRAMING NAVD 21.57' @ I G OC PVC TRIM —T Li L _1`1 T--7- L --------- EXTERIOR tCALCULATED AVERAGE GRADE i-T z7. ELEVATIONS NAVID 19.3' 7' `T,PT RED CEDAR SHINGLES, 'T Sheet Number CMU BREAKAWAY— 3/4 R� NATURAL FINISH. SMOOTH CUT T-1 FOUNDATION, R3 I/2" COATED WITH!�- 3/4 5UDFLOOR T 4 1/4" VULKEM EMSTING GARAGE FLOOR ELEVATION PT RED CEDAR SHINGLES, Gn EXPOSURE,SMOOTH CUT, NATURAL­Nk�D 13.44' NORTH ELEVATION BOX BAY SECTION .2 SCALE: 1/4' P-0" A2.2 SCALE: 1 112" P-0" PERMIT SET I 5 4 3 A3.2 A3.2 A3.2 K-22 ICYNENE INSULATION 111-53/411 I I GRAND MANOR ASPHALT Y K-22 ICYNENE SPRAY INSULATION SHINGLE ROOFING +` EXP05ED PT CEDAR RAFTER I 12 3/4" ROOF SHEATHING, COAT ENTIRELY TAILS*-RAKE BOARD, PAINTED 1 G WITH 180 DAY PEEL*STICK - PT RED CEDAR SHINGLES, 50 YR ARCHITECTURAL SHINGLE NATURAL FINISH, SMOOTH CUT I 1 12 Ln G PREFIN15HED ALUMINUM 12 Iell- DRIP CAP FLASHING � I I/2° &A SOCIA�ES,ARCHITECTS 1 I G I— I 1 -_ 1153/411- I X PVC TRIM, PAINTED W A2.2 TOP OF PLATE �4 2245 St Johns Avenue Jacksonville,FL 32204 1 _ —_—_—_---_—_ ARCH: 17'-G"AFF NAVD: 39.4' N 904.387.6710 www.rsarchitechs.cbm tu PVC WRAPPED COLUMNS ❑�❑ ❑ ❑❑❑ t` _ PT CEDAR RAFTER TAIL, PAINTED License#AA26007539 0 PVC HANDRAIL SYSTEM R4 I/8" AN OVER THIS AREA ❑❑❑ ❑ ❑❑❑ Consultants � 2 X ROOF FRAMING, SEE STRUCTURAL DRAWINGS ❑� 1 1 PT RED CEDAR SHINGLES, SMOOTH CUT- G" EXPOSURE STRUCTURAL 2 A2.2 m 1/2" EXTERIOR SHEATHING, COAT WITH FLUID APPLIED Atlantic Engineering Services 0 oOo \ _ I =v WATERPROOFING SYSTEM (EXOAIK BY TREMCO) 6501 Arlington Expressway �� -------- _ SECOND FLOOR FINISHED — — — — — Building B,Suite 201 ARCH: !O'-5"AFF NAVD: 32.3' �, Jacksonville, FL 32211 1 TOP OF N-5 STEEL BEAM @ WEST WALL =F ELECTRICAL PVC TRIM _—_—_—_—_—_—_—_— _ ARCH: 9'-8 1/8"AFF Cq 3 EAVE D L Haddad Engineering l 1 1 FIRST FLOOR CEILING HT — — — — - I I/2" - I1-014 2955 Hartley Rd,Suite 205 ❑❑� DOCI ��❑ DDD ❑❑❑ ARCH: 9'-O"AFF A3.1Jacksonville,FL 32257 0D❑ ❑D0 ❑D0 ❑DD DDD 1 MAHOGANY IMPACT RATED = o WINDOWS WITH TURTLE I STEEL BEAM PER — INTERIOR DESIGNER FRIENDLY GLAZING ❑ ❑� OD ❑�❑ ❑❑ STRUCTURAL DRAWINGS Thomas A Ranney Interiors ❑� ❑❑❑ ❑❑❑ ❑D ❑�❑ ❑❑❑ I❑❑ 1930 San Marco Place Jacksonville,FL 32207 3 ❑❑ ❑❑ A2.2 I FIRST FLOOR FINISHED ,Seal ARCH: O'-O" NAVD: 21.87' 1 a PVC TRIM I <o -- - - ------- ------- - ----------- ----- --- - --- --- --------- ----------- --- ARCH: -I'-1 1 1/2"AFF NAVD: 19.9'---- _- T C_A_LCU_LAT_ED AVERAGE _ _ _ _ ____ "1 -----_-_---_--.-_-_-_-._- -_- _-..- -_----_�_--_.-_-_ _-_- -_-_.,�_- -_-_ _-_ _-.__-_-_ _-_-_ --_-_-_--- -_-_-_-_---_ --_-_ _--_ _- --_ _ -_-_---_-.-_ -........................... . _ -------------------------- SANITARY _-- ---- ` ! • , SANITARY LINE — — NAVD 19.3'— — U- -- - 1 1 > � I I I I I "- HEAD AND SILL TRACK FOR b EXISTING ST UCTURE > i i i I I TO REMAIN SLIDING GARAGE DOORS _ i i i i i 1 BASE FLOOD ELEVATION --- - - t---I------------- ------ -- - --- ------- ------ ---------------------- — - - --- - — - - --- --------------------------- --------- ---------------------------- ------------------------ - NAVD I G.42' - 1'-O 3/4" I I I'-1 1/2" i i 5�_3" i i 0-3 3/8" �. I 4 A3.2 14"0 AUGERCAST PILINGS GARAGE FLOOR FINISHED PER STRUCTURAL - - ------_—_—_-----__ DRAWINGS ARCH: -13'-5 I/8"AFF NAVD: 13.44` 5 3 A3.2 NEW ADDITION ON PILE EXISTING FIR5T FLOOR AND GARAGE A3.2 ANDREWS - FOUNDATIONS FOUNDATIONS TO REMAIN LAMBROU � BUILDING SECTION RESIDENCE A 3 1 SCALE: 1/4" = 1'-0" 3 4 5 1303 Beach Ave A3.2 A3.2 A3.2 Atlantic Beach, Florida COORDINATE FRAMING TO 32233 ACCOMMODATE TOILET LOCATION DO I NOT CUT FRAMING WITHOUT APPROVAL 1 G I 1 Main House � 12 3 Srs G HVAC - - -- -- -- - Addition & Pool A3.1 UNIT -- - -k- -- - - - - -- - - -- -- ----- - --- -- -'-- --- --- -tom -I-2- --- - -- - -- ---_ _-_ __ -- --- --__ --- -- ------- - - - -- -- �, BOTTOM F CEILING FRAMING - - - ------------ `► ARCH: 19'-G 1120 AFF 1 -5 3/4" - I 1 -- - - -- - _ -- - -- r- - -- - - --- - �, TOP_OF_PLATE_ _ _ -------------------------- _2ND FLR WINDOW_HEAD INT FINISHED _ _ _ IS UE ARCH !T-G"AFF------- - __ - - I ---- ARCH: 17-0 AFF ---------- - no date description 12-3-14 PRELIMINARY PRICING J I ` T t_ W - 1 1 W = _� -T`T_ r r`- T I r m 1 z 5-2G-15 PROGRESS SET _ - r_ __ ® _ 3 I O I 15 PERMIT SET l -� 1 1 �; _ C\1 j � j`I t- � I 1 -- ]LIE - _ a I I �_, -LLL - L -, I oOo 0 0 0 - _ Cf) �; i �_ 1 I Y`'� � -r-� - - �' - � SECOND FLOOR FINISHED T - _. _ - - - — — ---- -- ------------- ARCH: I O'-5"AFF NAVD: 32.3" 1 I 0� d• (V �- m - N N \ HVAC DUCT \ _ ---- ------------------------------ -------------------- 4 ---WINDOW ----------- I5 FL fARCH: T-G 3 O4"AFFAD INT FINISHED 1 I ! ❑ ❑❑ "`VERIFY HT MATCHES EXG REVISIONS oD DD 1 I oo oa __ _ �, no.date description 1 1 ; - -- ----- -'-- ----- ------ -- -- -- - --- -- - o aoI -1-1 :111 T o [11] Q Lj m - - ;- -.. Yi > ,^ -------------------------- FIRST FLOOR FINISHED VWDY_ ___ - t` 1 ARCH: O'-O" NAVD: 2 I.87'T 11 11 If It Scale: 1/4 = 1`-O" � I SII SANITARY LINE CALCULATED AVERAGE O r CALC ------ ----- ------- - --------------------------------------- ------ - ------------ ------- - ------- ------------------------ - --- ------- -------------------------- Drawn by: MLS I 1 TOP OF POOL BEAM Checked by: RG5 EXISTING STRUCTURE ARCH 2'-7 3/4"AFF NAVD: 19.22' TO REMAIN I 1 1 - BASE FLOOD ELEVATION Sheet Title ---- --- ------- ------------- --------------------------------- ---------------------- ------------------ ----- --- ----- ------------------------------------------ ----------- -------------------� -- --- --------------------------------- I I 1 BUILDING — —,GA GE FLOOR ELEVATION -------- S r 17NAV 13.44' 3 4 5 ----------- 130TTOM_OF POOL GRADE BEAM Sheet Number A3.2 A3.2 A3.2ARCH: -1 0`-5 3/8"AFF NAVD: 1 1.4' 2 BUILDING SECTION A 3.1 SCALE: ►/4" = 1'-o" PERMIT SET �rY � 7 *( 1 F+ + A3.2 r2k ' t A3.1 XXX A3.1 XXX €� 9 1/411 1 � { If I I I ------------ BOTT_OM_OF_CEILING FRAMING RICHARD SKINNER ARCH: -19'-I O 3/8"AFF NAVD: 41.T TOP OF PLATE &ASSOCIATES,ARCHITECTS 1 1 ARCH: 18'-7 1/8"AFF NAVD: 40.5' _ _ _SECO_N_D_FLO_OR 1M_NDOW HEAD HT 1 ---------- _ _ _ —_----- _ 2245 St Johns Avenue Jacksonville,FL 32204 ARCH: I T-G"AFF III U904.387.6710 www.rs-architectsCOM I 1 1 I License#AA26001539 O N 6 ' ' 0 1 1 °0 Consultants 3.2 STRUCTURAL 1 1 1 1 Atlantic Engineering Services 6501 Arlington Expressway SECOND_FLOOR_F_IN15_HED ___ ___ }SECOND FLOOR FIN_15HED ------ Building B, Suite 201 t —___ ARCH: 1 O'-5"AFF NAVD: 32.3` �, `' ARCH: 1 O'-5"AFF —NAVD: 32.3' �, Jacksonville,FL 32211 FIRST FLOOR CEILING_li_T _ _FIRST FLOOR CEIU_N_G_tiT______ _ _ 1 ARCH: 9'-O"AFF — ARCH: 9'-O"AFF ELECTRICAL Haddad Engineering - -- - — - 2955 Hartley Rd,Suite 205 1 Jacksonville,FL 32257 E � 000I[]0 � 1 000, �OoO� 1 0 0 1 _ _ INTERIOR DESIGNER Thomas A Ranney Interiors 000 00 1930 San Marco Place 1100 000 11110; 000 t Jacksonville,FL 32207 1 1 1 1 0 I t I FIRST FLOOR FINISHED m FIRST FLOOR FIN15HED Seal ARCH: 0'-0" NAVD: 21.87' TOP OF PILE CAP — ---- -- ---- - ----- - ------- - ------- --- --- - ------------- --- ------------ - - -- -------- CALCULATED AVERAGE ----------- -------- ------------------------ I----------------------- - ------------- t--------------- -- - - - -- CALCULATED AVERAGE _ _ _ _ - .. ----------------- --- --- - ----- ------- --- ---- -- NAVD t 9.3' ---� --�------------------------------------ 4 - -- -- --- --------------- ----------- --- --- - - ------- ------------- -------- NAVD 19.3' TE5LA WALL 1 CONNECTOR CHARGING 1 iz Q STATION - 240V READ -- m - BASE FLOOD ELEVATION _ - ---------- _ - - ------- - BASE FLOOD ELEVATION - ----------------- -- --- - ----- -------�--- -------- - - --�- --------------- 1 - -�- — -------------�— ------------------------- ------ -------------------------------------------- ------ ----------- ------------- ------- -------- NAVD !6.42' :�� • - ��� - NAVD16.42 ---�----------------------------------- , A3.1 XXX 1 1 GARAGE FLOOR FINISHED AFF NAVD: 13.44' 6 1 /2-1 A3.2 A3.1 XXX ANDREWS 3 BUILDING 4 BUILDING SECTION LAMBROU SECTION SCALE: 1/4" = P-O" A 3.2 SCALE: 1/4" = P-0" RESIDENCE 1303 Beach Ave R-22 ICYNENE SPRAY INSULATION Atlantic Beach, Florida 32233 3/4" ROOF SHEATHING, COAT ENTIRELY 3 WITH 180 DAY PEEL 4-STICK 50 YR ARCHITECTURAL 5HINGI F A3.2 1 I � A3.1 _ _ _ _ PREFINI5HED ALUMINUM DRIP CAP FLASHING Main House 2 2 4 2 4 N Addition & Pool ALIGN WITH FACE OF FRAMING OF m I X 4 PVC TRIM, PAINTED - = EXTERIOR WALL — C\1 8 112" 1 1/ 1 X PVC TRIM, PAINTED LU m '-5 3/4" 11-53/4 d- _-----` BOTTOM OF CEILING FRAMING -_ pr = 1 112 ARCH: 19'-10 3l8"AFF NAVD: 41.7' ^� m U-1 " PT CEDAR RAFTER TAIL, PAINTED TOP Of PLATE _ _ _ _ _ = 1 -- 2><4 2 X OUTRIGGERS @ 24"OC, PAINTED ISSUE ARCH: 18'-7 118"AFF NAVD: 40.5` _ _ ____ t — ARCH: 17-8 1/2"AFF NAVD: 39.G' 2 `} 2 X ROOF FRAMING, SEE STRUCTURAL DRAWINGS no.date description PRICING PT RED CEDAR SHINGLES SMOOTH CUT- 6"EXPOSURE 1 12-3-14 PRELIMINARY P t 1 i i 1/2" EXTERIOR SHEATHING, COAT WITH FLUID APPLIED 2 5-2G-15 PROGRE55 SET WATERPROOFING SYSTEM (EXOAIR BY TREMCO) I i m i I N d N 3 10-1-15 PERMIT SET t t 5-I 1 1 1 I I O SECOND FLOOR ELEVATION 1 1 I I I 12 G 1 I I _ I I I ► � t I I ARCH: 10'-5"AFF t I I 1 I 1 I ----- --- -- ----------------- I F--------- I I 1RAKE I ► I — — —_ SECOND FLOOR FIN15HED— — _.—_—_—._—_.__—_—_—_..—_—_—_ _ --- 1_4 BOTTOM OF CEILING FRAMING K` 7 DETAIL ARCH: 10"I AFF NAVD: 32.3' = - ---------------------- ARCH: IO'-I I/2"AFF A3.2 1 1/2" = I'-0" -- —FIR5T FLOOR CEILING HT ARCH: 9'-0"AFF ---------� ----------------, ---- 1 r� r- I TOP OF PLATE REVISIONS I I I I t l l l I I I I L----------------------- 1I I I I I 1 I I I I ARCH: 8'-9"AFF r t I I I I I 0 1 1 1 ► no.date description == I I t I I I I I I t t t 1 Lo, I 1 1 1 I I I I t 1 1 O I I I I I I I I I I I t = 1 11 I I t I I I I i I cc I I I I I I I I I I I I I 1 1 1 1 I I I I ! I I t I COLUMNS AND WALL IN FOREGROUND 1 t t ►I 1 I I I � 1 i t I LJ --J LJ L----- -- --- J I O CIO FIRST FLOOR FINISHED i FIR5T FLOOR ELEVATION Scale: 1/4 if = 1`-O" ARCH: O'-O" NAVD: 21.87' _ ARCH: O'-O" AFF Pro)ect No.: 1404 Drawn by: MLS CALCULATED AVERAGE 11 11 I CALCULATED AVERAGE —_- --- ----------- ---------------t--------------- - ----- - - ---- ------------------�_ -,-- i°1-- - - ------ ----- ------ ----- ----- --------------NAVD 19.3' — Checked by: RGS ------ - -------------NAVD 19.3' -------------------- _ I 2 X G FRAMING PER 4 Sheet Title m11~11 I STRUCTURAL DRAWINGS ------ BASE FLOOD ELEVATION --------- ----- - -—-—-—- - -------- -—-—-—-—-—-—- ----- - ------ BASE FLOOD ELEVATION - ----- - ----------_ ___ _ -- - BUILDING ------------------------------------------ NAVDIG.42' NAVD I ------------- - -----_ SECTIONS �.2 i i i i i i i i EXISTING CONCRETE GARAGE FLOOR ELEVATION SLAB TO REMAIN — i PT PLYWOOD FINISH Sheet Number OVER EXISTING FRAMING EX15TING CONCRETE FOOTERS AND FOUNDATION WALLS TO REMAIN t� 5 BUILDING SECTION 6 BUILDING SECTION A3.2 SCALE: 1/4" = -0" A3.2 SCALE: 1/4" = P-0" PERMIT SET s A4.1 N 33/41 C 1 0 RICHARD SKINNER A3.1 &ASSOCIATES,ARCHITECTS -------------- ---- ------------------------------------ --- ------------ - - -------------------- 2245 St johns Avenue Jacksonville,FL 32204 B A I B \ I I I I I I I I I 904.387.6710 www.rs-architecfs.cm A3.1 A3.2 A3.2 \ License#AA26001539 C \ I I I I I I I I i D A4.1 — — — — I � — _ — — FLOOR 1 I I \ I I I I I I I I 41 Consultants I I STRUCTURAL 77 - -- 6 Atlantic Engineering Services it- - -- --- 65 -' ' Oi Arlington Expressway --- - - - -- _ — — — t � Building B,Suite 201 Jacksonville, FL 32211 i - j CI' ELECTRICAL 1 1 p G"I 1 10 1/41 j 1 - - - — ------ _---- - ---- --- � I / I I i I I Haddad Engineering / 2955 Hartley Rd,Suite 205 I I i FIRST A A Jacksonville,FL 32257 ILI 18R @ 6.94" I I I ( I I FLOOR A4.1 " I I I ! I { I INTERIOR DESIGNER 11-0 1 1 m Thomas A Ranney Interiors TOP TO ALIGN WITH LANDING 1930 San Marco Place 1 I ALIGN TO Jacksonville,FL 32207 m T-9 112" JU / I --- ---- --- I - - - - - - - - - - - - - - - - - - -� OWNER PROVIDED I NEWEL P05T Sea I it 1 OPENINGEDGE Of AT SECOND -� ��°--- i FLOOR 1 I I 2'-0 3/4" 1 ST 2ND FLR STAIR PLAN o� DRAWER Ln A4.1 SCALE: 112" = P-0" " © N I DRAWER +1 _ DRAWER i I B— _.._. — — FACE OF GARAGE / r WALL5 BELOW ANDREWS . i i AM i LBROU « i i l X 4'P1�C l X 4'PV'C sol PEAGL PANELING ' / i I I' � I NUNG , I x D I PA NE�4PVC AIN E RESIDENCE / PN EL LING I G A TE I P IN D I I 1 I. / 1 I r / I 1 1 30 3Beach Ave Atlantic Beach Florida i da I 32233 711 \ C � \I\. I o I I I I C O I I I _ _ _ FIRST _ _ _ f— I --- - - � A4.1 \ rFLOOR Main House . ------------- ----------- -- --------- --------------- --------------- ------------ --- — -- -- ----- ------- ------------------------------ Addition & Po ol z i FIXED WALL LADDER I ___ _ 3'-O" \ G" I I I I WIDTH OF DOOR, EXTEND VERTICAL `4 I o RAIL ON SOUTH _ _ t L 1° 51DE TO 3G"ABOVE LANDING HT ► 1 ISSUE no .date description 10 1 4 1 12-3-14 PRELIMINARY PRICING ap N I ' I I 1LO I A / I O N — _ _ _ A 2 5-26-15 PROGRI=SS SET A41 / I � _ A4.1 3 I 0-1-15 PERMIT SET o 14R @ 7.22" I I _ 0 I 13T @ 10.25" I I I <o I 1 1 B B A B REVISIONS C 4.1 A3.1A3.2 A3.1 A3.2 F1 no . date description A STAT R SECTION B STAIR SECTION K"c STAIR SECTION r2 BASEMENT 1 ST F LR STAIR PLAN SCALE: 112" = P-0" A4,f 1 SCALE: 1/2" = P-0' A4,"'� SCALE: 112" = 1'-0" A4"1 SCALE: 112" = P-0" f 1 Scale: 1/411 = I'-0" Project No.: 1404 Drawn by: M L5 Checked by: RG5 Sheet Title STAIR PLANS & SECTIONS Sheet Number • PERMIT SET VEKII-Y WALL GUNS I KUG I IUN EXISTING WOOD PANELING IN ROOM TO BE REINSTALLED TO EDGE OF JAMB EXTENSION NOTIFY ARCHITECT OF ANY D15CREPANCIE5 EXISTING TRIM TO BE REINSTALLED, CONFIRMDIMENSION AND REVEAL PRIOR TO VERIFY WALL CONSTRUCTION -►-- --- REMOVAL, NOTIFY ARCHITECT OF ANY DIS NOTIFY ARCHITECT OF DISCREPANCIES 5 1/2" 3/4 ANY DISCREPANCIES NEW PT RED CEDAR NEW PT RED CEDAR E Y NEW I X TRIM TO MATCH EXISTING ROOM I SPECIE AND FINISH SHINGLES, SMOOTH CUT, G" I J2�� SHINGLES, SMOOTH CUT, G" EXPOSURE LEFT NATURAL WOOD PANELING EXPOSURE LEFT NATURAL WIDTH AS SHOWN ON WINDO SCHEDULE 6 !/2" + WOOD PANELING PER " I r% PER ROOM FINISH I /2" ROOM FINISH _ ALIGN I/2 EXTERLOR SHEATHING " SCHEDULE 1/2" EXTERIOR SHEATHING ROLL SCREEN JAMB RECEIVER PROVIDED STEWART BRANNEN MILLWORK, COATED IN FLUID APPLIED I J I�E COATED IN FLUID APPLIED , !/2" SCHEDULE FIXED UNITS TO NOT HAVE SCREEN I / I �t STEEL PLATE BETWEEN WATERPROOFING, { PT WOOD DOUBLE WATERPROOFING, PT WOOD STEWART BRANNEN MILLWORK IMPACT DOUBLE HUNG WEIGHT*CHAIN WINDOW, WATERPOOFING TO WRAP , PLATE WATERPOOFING TO WRAPIt SPLIT FINISH (PAINTED ON EXTERIOR AND S AWED ON INTERIOR) OPENING COMPLETELY I art OPENING COMPLETELY I iy' DOUBLE PLATE _ _` I > RICHARD SKINNER ` 1 3/8i i 41 &ASSOCIATES,ARCHITECTS I X TRIM TO BE - ;' I X TRIM TO BE I PREFIN15HED ALUMINUM 112" I,. FINISHED PER ROOM PREFIN15HED ALUMINUM I FINISHED PER ROOM ,n f EQ EQ EQ -- -- - DRIP CAP FLASHING WIN z_ FINISH SCHEDULE DRIP CAP FLASHING 3/8 I%+:i 2245 St Johns Avenue Jacksonville,FL 32204 I z_ FINISH SCHEDULE 904.387.6710 www.rs-arcfiitects.com N j t: Nx I 1/4"X PVC TRIM, PAINTED !t License#AA26001539 N I i LO c\ :;-- =_ I I 1/4"X PVC TRIM, PAINTED q LO 3l4" !8 s Q _ STRUCTURAL WOOD BUCK/MULL, SEE 5TRU URAL DRAWINGS -------- _ Consultants a� 1/2"EXTERIOR SHEATHING COATED IN FLUIDAPPLIED WATERPROOFING, STRUCTURAL � 4" /4 2" WATERPOOFING TO WRAP OPENING COMPLETELY FINISHED HEAD JAMB TO ALIGN THROUGHOUT HOUSE, _ BACKER ROD+4:SEALANT _ EXCEPTIONS INDICATED ON WINDOW SCHEDULE 3/4"X PVC TRIM, PAINTED /4 5" /4 F F_ — — Atlantic Engineering Services _ 6501 Arlington Expressway NEW PT RED CEDAR SHINGLES, SMOOTH C T, G"EXPOSURE LEFT NATURAL I BACKER ROD SEALANT Building B,Suite 201 Jacksonville,FL 32211 1 DOUBLE HUNGJAMB & MULL DETAILS (EXISTI � GOPENINGS) ►- - GLAZED OPENING TO — — — I MATCH ACROSS ALL ADJACENT UNITS ' `! ELECTRICAL 5 1 3" 1 -0" I '- ; Haddad Engineering ROLL SCREEN JAMB 2955 Hartley Rd,Suite 205 RECEIVER PROVIDED BY STEWART BRANNEN Jacksonville,FL 32257 MILLWORK EXISTING WOOD PANELING IN ROOM TO BE REINSTALLED TO EDGE OF JAMB EXTENSION I INTERIOR DESIGNER EXISTING TRIM TO BE REINSTALLED, CONFIRMDIMENSION AND REVEAL PRIOR TO REMOVAL, NOTIFY ARCHITECT OF ANY DISCREPANCIES O STEWART BRANNEN Thomas A Ranney Interiors L► MILLWORK IMPACT 1930 San Marco Place NEW I X TRIM TO MATCH EXISTING ROOM I SPECIE AND FIN15H I CASEMENT WINDOW Jacksonville,FL 32207 WIDTH AS SHOWN ON WINDO SCHEDULE G 112" 2 !/2" ROLL SCREEN JAMB RECEIVER PROVIDED STEWART BRANNEN MILLWORK, I STEWART BRANNEN z FIXED UNITS TO NOT HAVE SCREEN MILLWORK IMPACT O m` STEWART BRANNEN MILLWORK IMPACT CASEMENT WINDOW WITH ADJUSTABLE HOLD I DOUBLE HUNG 6 w0 LO 13/8" OPEN STAY BAR, SPLIT FINISH (PAINTED O EXTERIOR AND STAINED ON INTERIOR. I SHIM SPACE AS WINDOW 0z t- U I SEE PLANS FOR HINGING/5WINGING OR FIXED CONDITIONS) 4 REQUIRED BY - t- Wz 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — I I WINDOW ( AUGNMUNTIN BARS Un - I 7/8"MULLION WITH I _ I MANUFACTURER _ ACROSS ALL UNITS nU U 01 N I = - - -- -- --_-- BLACK SPACER 3/8" N I A - — — — -- — to 0L C� -- - - - - -' <N I t i_;L _ --_ �. - -=_ = - i INSULATED, LOW E, I Ln I ��— B CKER ROD ' T AND SEALANT TINTED GLAZING z - I 1 t 1 z Z - O 1 I t z � ` zQ N I == I I W wz f j I 0 0 > - NN I STRUCTURAL WOOD BUCK/MULL,L,SEE 5TRU URAL DRAWINGS + ( z z " " 1/2"EXTERIOR SHEATHING COATED IN FLUI APPLIED WATERPROOFING, " I w w 4 3 WATERPOOFING TO WRAP OPENING COMPLETELY 3 4 5/8 1 _j _j ca 1 1/4"X PVC TRIM, PAINTED O 0 1 p p NEW PT RED CEDAR SHINGLES,SMOOTH C T, G"EXPOSURE LEFT NATURAL U I Uj 0 w ANDREWS02 I g g ri"` CASEMENTJAMB & MULL DETAILS (EXISTING OPENINGS) I z z I � � LAMBROU 3" = 1'-0" 5.1 I v PROVIDE WIDE MUNTIN BAR RESIDENCE Q TO MIMIC DOUBLE HUNG Q ii MEETING RAIL AS SHOWN ON o WINDOW SCHEDULE o 1303 Beach Ave WOOD PANELING IN ROOM TO EDGE OF JAMB EXTENSION -.o — — — Atlantic Beach Florida --NEW I X TRIM TO MATCH EXISTING ROOM I SPECIE AND FINISH I Un I W 32233 --AUTOMATIC SHADE, LOCATIONS SHOWN O FLOOR PLANS. (LUTRON 51VOIA Q5 R20 OR RG4) I = _ WIDTH AS SHOWN ON WINDOW SCHEDULE I/4" G 5/8" ROLL SCREEN JAMB RECEIVER PROVIDED B STEWART BRANNEN MILLWORK, I 1z OF FIXED UNITS TO NOT HAVE SCREEN „ STEWART BRANNEN MILLWORK IMPACT CASEMENT WINDOW WITH ADJUSTABLE HOLD T 1 Main House 1318 OPEN STAY BAR, SPLIT FINISH (PAINTED O EXTERIOR AND STAINED ON INTERIOR. f SHIM SPACE AS 1 z z Addition & Pool SEE PLANS FOR HINGINGI5WINGING OR FIXED CONDITIONS) _ I WINDOW BY I n I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Y I w I f MANUFACTURER I w I 7/8 MULLION WITH t � O I _ - _ BLACK SPACER 3/8" I 1 = Q 1 r _ - n�- _ `- —— - INSULATED, LOW E, I I BACKER ROD > < - r _____-.ss_= - _- = = AND SEALANT I U-1 u t TINTED GLAZING I I O f I t to 0L 0L N ► I ° ° ISSUE 14 no.date description STRUCTURAL WOOD BUCK/MULL,SEE 5TRU URAL DRAWINGS + w w " I a U I 1 2-3-14 PRELIMINARY PRICING �1 4" 3" 112 EXTERIOR SHEATHING COATED IN FLUI APPLIED WATERPROOFING, 3" 5 I/8" I N WATERPOOFING TO WRAP OPENING COMP ELY I p O 2 5-2G-15 PROGRESS SET 1 1/4"X PVC TRIM, PAINTED j z Z 3 10-1-15 PERMIT SET NEW PT RED CEDAR SHINGLES,SMOOTH C T, G"EXPOSURE LEFT NATURAL I w ALIGN MUNTIN BARS LU 1 N ACK055 ALL UNITS "' —� - -I-- — — — CL. —(*`3 CASEMENTJAMB & MULL DETAILS (NEW OPENINGS) LU 5.1 3" = 1111 REVISIONS /2" VARIES X3/4" I no .date description NEW PT RED CEDAR SHINGLES, 1!`" ) 1 I L SMOOTH CUT, G"EXPOSURE LEFT NATURAL 1 WOOD PANELING PER ROOM I WINDOW SILL WITH I" 1/2"EXTERIOR SHEATHING COATED INLONG FINISH SCHEDULE FLUID APPLIED WATERPROOFING, 1 I a j PT WOOD DOUBLE PLATE I AST JAMB OPENING WATERPOOFING TO WRAP OPENING = _=' WRAP FLUID APPLIED WATERPROOFING COMPLETELY AUTOMATIC SHADE, LOCATIONS ON EITHER SIDE INTO OPENING AND UP SIDES OF SHOWN ON FLOOR PLANS. FRAMED OPENING CREATING A PAN (LUTRON 51VOIA Q5 R20 OR RG4) ( WRAP FLUID APPLIED WATERPROOFING f I/4'� }f I INTO OPENING AND UP SIDES OF - GLAZED OPENING TO „ , 11 PREFINI5HED ALUMINUM I fr 3 I/2" MATCH ACROSS ALL FRAMED OPENING CREATING A PAN Scale: 3 = 1 O DRIP CAP FLASHING _ 1/2" I'<< — — I — ADJACENT UNITS — — — — Project No.: 1404 —40 1/2"EXTERIOR SHEATHING COATED IN FLUID ?r Drawn b ML�J !/2 EXTERIOR SHEATHING COATED IN FLUID " WINDOW SILL WITH I" t _ C I" APPLIED WATERPROOFING,WATERPOOFING 1 Y� N I XA d APPLIED WATERPROOFING,WATERPOOFING ! TO WRAP OPENING COMPLETELY LONG EXTENSION TO WRAP OPENING COMPLETELY SILL TO MATCH ACROSS PAST JAMB OPENING Checked by: RGS ;; ` 1 ALL ADJACENT UNITS ON EITHER 51DE i FINISHED HEAD JAMB TO ALIGN 1 1/4"X PVC TRIM, PAINTED i; 4 — = Sheet Title � THROUGHOUT HOUSE, PREFIN15HED ALUMINUM - - -------- / EXCEPTIONS INDICATED ON COUNTERFLA5HING PREFIN15HED ALUMINUM " ANGLE ATTACHMENT COUNTERFLA5HING WINDOW SCHEDULE AT SILL AT 51H WINDOW W I - BACKER ROD 4-SEALANT — WOOD PANELING PER ___ __ WOOD PANELING PER I — — - 1 I/4"X PVC TRIM, PAINTED I I X TRIM TO BE FINISHED PER ROOM _ i - ROOM FINISH DETAILS -� I !/4 =�� ROOM FINISH FINISH SCHEDULE SCHEDULE I I/4"X PVC TRIM, PAINTED 1'k SCHEDULE — GLAZED OPENING TO MATCH PT WOOD N PT WOOD NEW PT RED CEDAR `rx DOUBLE PLATE I 1/4 1 4 DOUBLE PLATE ACRO55 ALL ADJACENT UNITS xl cv r Sheet Number SHINGLES,SMOOTH CUT, G" R-19 WALL -19 WAIL EXPOSURE LEFT NATURAL NEW PT RED CEDAR I I ROLL SCREEN JAMB RECEIVER PROVIDED �l. INSULATION 4{ INSULATION I I BY STEWART BRANNEN MILLWORK SHINGLES, SMOOTH CUT, G" _ I I STEWART BRANNEN MILLWORK IMPACT EXPOSURE LEFT NATURAL I ( CASEMENT WINDOW • 1 I 4 CASEMENT HEAD WITH SHADE 5 NOT USEDr6_** CASEMENT HEAD & SILL DOUBLE HUNG HEAD & SILL 'A 5 1 3" = I'-O" 'A�5 1 3" = I'-O" 5 1 3" = I'-O" 3" = 1'-O" PERMIT SET . 5.1 INTERIOR FINISH 5UB5TRATE5 WALL CONSTRUCTION PE R BRICK CHIMNEY RICK CHIMNEY PLAN5 VERTICAL ) X FURRING WIDTH OF CHIMN� -l� A INTERIOR FINISHES+ SUBSTRATES 5PACED I G"OC _Z� 1/2 OF CHIMNEY WIDTH CHIMNEY HORIZONTAL I X FURRING ("TtiE RUN") WALL CONSTRUCTION PER PLANS 5PACED TO ACCOMMODATE (2 X STUDS WITH SHEATHING) 5HINGLE5 MATCH PITCH ---- �---�--� `: OF ROOF 51DE PIECE Lu 2 LAYERS I X FURRING(VERT FLUID APPLIED k.��04� ►u SAW CUT FLASHING IN AGAINST WALL AND HORIZONTAL TO SUPPORT SHINGLES)TO ALLOW FOR WATERPROOFING SYSTEM, �`���j BRICK RICHARD SKINNER DRAINAGE UNDER WOOD SHINGLE LAP OVER FLASHING A &ASSOCIATES,ARCHITECTS FINISHED SURFACE COAT COPPER 51DEWALL MINIMUM DISTANCE OF 2" / _— FLASHING WITH CRIMPED END RIDGE ___-- --- ___-- i ' THRU WALL FLASHING T 2245 St Johns Avenue Jacksonville,FL 32204 SEAM TOP OF COATED COPPER @ RIM FLASHING WITH FIBER REINFORCED TAPE WOOD SHINGLES LOCATION A5 SHOWN ON �� 112" PLYWOOD 904.387.6710 www.rs-architects.com PER R-GUARD WATERPROOFING SYSTEM CONSTRUCTION DETAILS NAILER license#AA26001539 2 LAYERS I X 3 FURRING, RUN OF VALLEY------�` SHINGLES - COAT BLOCK WITH PROSOCO R-GUARD 5Y5TEM PT RED CEDAR SMOOTH CUT MEMBRANE PEEL*STICK GRADE A WOOD SHINGLE LEFT 3/4" PLYWOOD Consultants MEMBRANE PER NATURAL SPECIFICATIONS STRUCTURAL K-19 BATT INSULATION VALLEY FILLER Atlantic Engineering Services 6501 Arlington Expressway 4 CHIMNEY CRICKET FLASHING & INSTALLATION Building B,Suite 201 Jacksonville, FL 32211 1 5.2 NO SCALE ELECTRICAL Haddad Engineering CHIMNEY FILLER 2955 Hartley Rd,Suite 205 _ Jacksonville, FL 32257 " 8 DECKING— I �__ FLOOR FRAMING PER LEVEL-CUT ANGLE INTERIOR DESIGNER I STRUCTURAL DRAWINGS I �CHIMNEY FLANGE Thomas A Ranney Interiors I 1930 San Marco Place I � FLASHING PUMB -CUT Jacksonville,FL 32207 LENGTH OF ANGLE ------ COMMONSIDE WALL 5 3 = 1 -0" I _ ,.Seal " ' • I ERIOK FACE TO BE ( / \ \/\ COATED WITH VULKEM TO \ \ \ \ \ \ \ 18"ABOVE FINISHED GRADE \ I LENGTH OF RIDGE VAPOR BARRIER NAIL HERE WOOD STUDS@ 16"OC .. `1` .� -• �w� �.� ' UTILITY SLAB _ LAP FLUID APPLIED WATERPROOFING OVER TOP \j\\\\\\\\\\\\\\\ VALLEY FLANGE ROOF 5H EET TILE OR STONE i OF COPPER FLASHING Q SHEATHING OR CMUWALL SUBSTRATE ) �� ..\ T.�����—\�..\���r / WATERPROOFING CEMENTITIOU5 BACKER co PLUMB-CBOARD(MIN I LAYER) UT \ \ \ \ ANGLE LEVEL-CUT MOISTURE RESISTANT ; ANDREWS ANGLE GYPSUM WALLBOARD \ \ \ \ WRAP OPENING WITH FLUID APPLIED WATERPROOFING LAMBROU 51 DE PIECE VALLEY FILLER 51 DE PIECE S--- /8 . = RESIDENCE COATED COPPER 5 CRICKET FLASHING = 1303 Beach Ave HEAD FLASHING Jr No SCALE Atlantic Beach, Florida.2 3 WALL FLASHING -COAT WALLS OF SHOWER WITH WATERPROOFING,AS 32233 WRAP OPENING WITH FLUID APPLIED WATERPROOFING PER MANUFACTURER'S RECOMMENDATIONS 5.2 1 112" _ '-O" CEMENTITIOU5 BACKER BOARD TILE OR STONE THRESHOLD OF SEAL ALL JOINTS PER FLUID APPLIED SET IN MUD SET BED Main House WATERPROOF OF TOP OF CURB Addition & Pool 3" O WATERPROOFING SYSTEM REQUIREMENTS THIN SET TILE OR STONE ON FLOOR WALLS - 3 PART PLASTER FINISH SLOPE PAN LINER TO DRAIN COAT WITH FLUID APPLIED WATERPROOFING - OVER METAL LATH � -- UNDER ALL BUILDING WRAP WITHIN 8"FROM MUD SET / EDGE OF OPENING. TILE OR STONE SLOPED MUD SETTING BED BELOW PAN TO / END DAM ADHERED OR NAILED TO FRAMING WATERPROOF OF TOP OF DRAIN (ESTABLISHES PAN'S SLOPE) ISSUE FLOOR+ ENTIRE CURB DRAIN N v } o no . date description CEMENTITIOU5 - Q 1 12-3-14 PRELIMINARY PRICING BACKER BOARD - VARIES(SEE DETAIL OF SILL FLOOR THICKNESS) „` `'� �"- f 'y' -•=- --*�= 2 5-2G-15 PROGRESS SET FLUID APPLIED WATERPROOFING OR METAL FLASHINGS 3 10-1-15 PERMIT SET FORMED TO FIT CONTOUR WITH NO PENETRATIONS.WELD OR SOLDER ALL LAP JOINTS. (PITCH PAN TO OUTSIDE) 3/4"PLYWOO SU 3FLOOP 3/4"PLYWOOD 5UBFLOOR BATHROOM WALL CURB DRAIN WALL W/ NICHE BEND OVER, IF METAL 6 SHOWER FLASHING Jr.2 No SCALE REVISIONS 2" no .date description �o —COAT CMU WITH FA5T FLASH, FA5T FLASH, BREATHABLE FLUID APPLIED TYPICAL TYPICAL WATERPROOFING 5Y5TEM Scale: A5 NOTED t� w z Project No.: 1404 BENT TAB 4 o Drawn by: M L.5 c� o = Checked by: RG5 °L o 8" ROUGH OPENING 8" 2 Sheet Title END DAM 8" ROUGH OPENING 8" WINDOW SURE FLASH PAN WITH INTEGRAL FLASHING END*SIDE DAM5,UNLE55 OTHERWISE NOTED, COPPER FLASHING PAN DETAILS FINISH FLOOR FLASHING BEHIND LOWER FLASHING BEHIND LOWER Sheet Number FLANGE OF PAN ,OVER FELTS, FLANGE OF PAN TO 2 W INDOW PAN FLASHING OVER FLEXIBLE MEMBRANE = HOR1Z. SURFACE BELOW 5.2 NO SCALE I G OZ COPPER PLAN AT ALL DOOR51LL5 FLEXIBLE FLASHING FLEXIBLE & ME AL FLASHING CONTINUOUS FLUID APPLIED WATERPROOFING AS WINDOW OPENINGS @DOOR OPENINGS PAN AT ALL WINDOW SILLS UNLESS NOTED OTHERW15E IN THE DRAWINGS 7 FLASHING DETAIL 8 FLASHING D 5 2 NO SCALE NOTE: 2 NO SCALE NOTE: ALL FAST FLASH*SURE FLASH TO BE INSTALLED/APPLIED ALL COPPER FLASHING SHALL BE I G OZ. PERMIT SET IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS ALL FAST FLASH TO BE INSTALLED/APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS r LIGHTING FIXTURE 5CHEDULE . �f If = I OA 5URFACE MOUNTED LIGHT F F -OB PENDANT LIGHT 1 0 C RECE55ED DOWN LIGHT (JUNO 4" DIAMETER LED) -- - - --- -- - L ❑ __ TO FI RST FLOOR 0 D RECE55ED PIN DOWN LIGHT (JUNO 4"DIAMETER LED) _ - _ _ __ D C EXTERIOR LIGHTS RICHARD SKINNER FtR�T &ASSOCIATES,ARCHITECTS O E KECE55ED WALL WASHER(JUNO 4" DIAMETER LED) -� -- - - - - --- C C 2245 St Johns Avenue Jacksonville,FL 32204 F I NTERIOR SCONCE -- --- __ C 904.387.6710 vwvw.rs-architecis.corn a G EXTERIOR SCONCE _ ®H SHOWER LIGHT F -- - - - O C G' License#AA26001539 - --- - --- 1 CHANDELIER E_ - Consultants FLUORESCENT CEILING LIGHT - ------ -- - _______---------_-__--- C STRUCTURAL C 24"X 48" C C Atlantic Engineering Services - -- - _ 6501 Arlington Expressway LED SURFACE MOUNTED LIGHT-THIN PROFILE Building B,Suite 201 K O 24"5Q --- - - - -- --- ------------ - Jacksonville, FL 32211 L LED 5TR1P LIGHTING(3000K) o ELECTRICAL �M CL05ET LIGHT (INCANDECENT) Haddad Engineering C 3 F 2955 Hartley Rd,Suite 205 �N CLOSET LIGHT(FLUORESCENT) Jacksonville,FL 32257 N C { j - EXTERIOR FLOOD LIGHT C � ° _ _ __-- - __ ------ _ 'C INTERIOR DESIGNER F Thomas A Ranney Interiors P CEILING FAN - --- --- ---- _F ___ ____ __ ___ _ i C 1930 San Marco Place Jacksonville,FL 32207 R L CEILING FAN W/LIGHT --- - - --- - - -- -- -- -- �� C � R - -- - - -- - - - R ATTIC C - �,- ® EXHAUST FAN ACCE55 p_ _ R - - -- - -- - --- - HATCH Y 1 _ Ct ® FAWLIGHT S VVV F .L _ ® T CEILING HEATER —U HALOGEN COVE LIGHT C r - `z V WALL HUNG PICTURE LIGHT F [�W 5TEP LIGHT C F �•,�� Df •X POOL LIGHT 51NGLE POLE SWITCH 3 WAY SWITCH 3 ANDREWS - 4 4WAY5WITCH 3 SECOND FLOOR REFLECTED CEILING & LIGHTING PLAN D DIMMER 14A��1 1/4" = 1'-0" LAMBROU EXI5TING EXISTING RESIDENCE FIXTURE TO FIXTURE TO REMAIN REMAIN TO SWITCH IN 1303 Beach Ave MASTER Atlantic Beach, Florida BEDROOM 32233 TO 3'-9 1/4" G" 3'-9 3/4" G' 3'-9 3/4" G" 3'-9 3/4" G" 3'-2 1/4" G" 3'-2 1/4" G" 2'-3 7/8" G" 3'-2 1/4" G" 3'-2 1/4" G" 2'-3 7/8" GARAG TO COVERED LIGHTS ENTRY LIGHT G G IQD45P-05. L - --- - --- - - - -- - - -- - c- - -C - _. - _ -- --- - --- - ---- - - Main House TO ° - - - - ------- _ ----- ----- - -- - - ---- FIRSTTO --_ __--- ----C---- K --- ---------- ---- --- ------ -- - - ---- -- - -- --- -- - - -- - - --- - -_ ___ _ __ -- - - -. _- __ __ _ - --- -------- -- -- Addition 8t 1001 G FLOOR FIRST - -- - - - ---- I � W FLOOR D - --- __ __ - - - -- -- --_- - - ---------- - - ---- ----- - --- ---------- - -- -- - - -- W '.._ --- ---- _ ----- -- --- - - - -- ---- --A - -- - - ----- - - -- -- - - - - . --- - - --- OPEN TO - --- --- --- - ------ -- - - - - --- £ Ac- 0 -- O BOTTOM - - ------- -- - ----------- OF 5TAIR - - _-- -- IABOVE - ----- __ -_ - - - --- -- -- -—--- - ---- - - - - - ------ - ISSUE - - --- W - - - - -- - -- ---- -- ---- -- ---- ----- -- - .- --- ---- -- ------ P - - -- - --- -- -- - - - - - - - -- - C ---_-___ • -_- -__-- - C-_-- _-_- no.date description - -._ -- --C - - ------ --- -- - - -$-- - - -- --E3 --- -- - -- -- - - _ - - --- -- --- ---- - ------------ -- ---- -- 1 12-3-14 PRELIMINARY PRICING 1 D --- --- ------ --- - ---- --- ----- --- ---- -- - - - TO --- -- --. --- --- -- -- --__ - -- C--- -------- -[} _- --- -- --- --------- ------ ---- - C-- 5-2G-15 P ----------__---- - ---__._--- _------_---------- - _._ __.-.-- 2 ROGRESS SET ----STAIR -- ---- - - - --- --- - -- --- - -- - - � -£ _-- -- ---- C-- -- --__ -__ - -- _._ __--- --- - --- ---- - - -- --- - - --- --- -- -_. - -------- -------- ------------- --------_- - 3 10-1-15 PERMIT SET KO K C C c - ------- - - -- - - - ---- ---- - --- -- -- ---_ - -- - - CENTERLINE OF TRACK FOR O I ( AUTOMATIC SLIDING DOOR OPENER BY PROPEL NEI XQU G O O -- -- -- --- - ir CENTERLINE OF -- -- --- -- -- - -- - - - - --- -- - - -- -- ----- - - _ REVISIONS TRACK FOR SLIDING --- DOOR HARDWARE no .date description Q I OWER CEILING IN C -- -- - -- -- - - P - -- - - — -- P H15 SPACE TO 8'-O" - ---- --- --- -- --- -- - -- - --- -- 0 LO CM l I P - - - - -- - C -- --------- - Scale: 1/4 = i'-O.. K ° K ° Project No.: 1404 vI G Drawn by: ML5 ►"'_- C Checked by: RG5 <t Sheet Title MOM K ° p REFLECT CLG 0 K ° K ° & LIGHTING PLANS 11 11 MJ %y P EXISTING . EXISTING Sheet Number FIXTURE TO FIXTURE TO REMAIN REMAIN L _U GARAGE REFLECTED CEILING & LIGHTING PLAN 2 FIRST FLOOR REFELCTED CEILING & LIGHTING PLAN G G -{ V•1 1/4" - 1'-0" 6• i 1/4" - I�-0' PERMIT SET 230.3 A HIGHER PILE CAPACITY MAY BE PERMITTED IF VERIFIED THROUGH FIELD 350. CONCRETE/MASONRY ANCHORS 420.18 BRICK VENEER ANCHORS SHALL BE PROVIDED PER ACI 530 AND SHALL BE GENERAL NOTES 120.4 ALL STEEL-TO-STEEL SHEAR CONNECTIONS SHALL BE SELECTED BY THE TESTING AND DOCUMENTED IN ACCORDANCE WITH THE INTERNATIONAL SPACED NOT MORE THAN 16"O.C. HORIZONTALLY OR VERTICALLY WITH STEEL FABRICATOR IN ACCORDANCE WITH THE AISC CODE OF STANDARD BUILDING CODE, SECTION 1810.3.2.8 TO THE SATISFACTION OF THE BUILDING ADDITIONAL ANCHORS PROVIDED WITHIN 8"OF OPENINGS AND SPACED NOT 100. DESIGN CRITERIA PRACTICE SECTION 3.1.2.(2), BASED ON THE REACTIONS REQUIRED BY OFFICIAL.ANY PROPOSED CHANGE IN PILE CAPACITY,QUANTITY AND SIZE 350.1 ALL ADHESIVE STUD ANCHORS SHALL BE"HILTI HIT-HY 200 ADHESIVE MORE THAN 16"AROUND PERIMETER. BRICK VENEER ANCHORS INSTALLED SECTION 510 OF THE GENERAL NOTES OR OTHERWISE INDICATED IN THE BASED ON SUCH TESTING SHALL BE SUBJECT TO THE REVIEW AND CONCRETE ANCHORS"AS MANUFACTURED BY HILTI FASTENING SYSTEMS, IN WALLS WITH A DIMENSION FROM INSIDE FACE OF BRICK TO FACE OF 100.1 DESIGN BUILDING CODE: CONTRACT DOCUMENTS. APPROVAL OF ATLANTIC ENGINEERING SERVICES AND THE OWNER. IF INC. (OR APPROVED EQUIVALENT). BACKUP STUBSTRATE GREATER THAN 4 1/2"SHALL BE DESIGNED BY A FOUNDATION REDESIGN IS REQUIRED TO ACCOMMODATE AN APPROVED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA FOR i A. FLORIDA BUILDING CODE,2014 120.5 THE CONTRACTOR SHALL NOT DIRECTLY INCORPORATE THE STRUCTURAL CHANGE,ATLANTIC ENGINEERING SERVICES SHALL SUBMIT APPROPRIATE350.2 ALL EXPANSION STUD ANCHORS SHALL BE"HILTI KWIK-BOLT 3 EXPANSION WIND LATERAL LOADS. DRAWINGS, OR PORTIONS THEREOF, INTO SHOP DRAWINGS OR ERECTION DOCUMENTATION OF THE REDESIGN PRIOR TO CONSTRUCTION. CONCRETE ANCHORS"AS MANUFACTURED BY HILTI FASTENING SYSTEMS, : 100.2 GRAVITY LOADS: DRAWINGS TO BE SUBMITTED FOR THIS PROJECT WITHOUT FIRST INC. (OR APPROVED EQUIVALENT). 420.19 ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307. m g OBTAINING THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERINI 230.4 GROUT FOR AUGER PILES F'c=5000 PSI. A. FLOOR LIVE LOADS: SERVICES. SUBMITTED SHOP DRAWINGS WHICH CONTAIN COPIES OR 350.3 THE"HAS ANCHOR ROD"SHALL CONFORM TO ASTM A36 STEEL,THE"HAS 41 REPRODUCTIONS OF ANY PORTION OF THE STRUCTURAL DRAWINGS 230.5 MINIMUM TIP ELEVATION-31'-6" BELOW BOTTOM OF PILE CAP/GRADE BEAM SUPER ANCHOR ROD"SHALL CONFORM TO ASTM A193 STEEL,AND THE NUT 510. STRUCTURAL STEEL > 1. ELEVATED RESIDENTIAL FLOORS&PORCHES 40 PSF WITHOUT THE EXPRESS WRITTEN PERMISSION OF ATLANTIC ENGINEERING (EL-16.28 NGVD OR-17.38'NAVD)PER REPORT OF GEOTECHNICAL SHALL CONFORM TO ASTM A563, GRADE A. SERVICES WILL BE RETURNED REJECTED. PERMISSION FOR A SPECIFIC EXPLORATION, LEGACY ENGINEERING, INC.REPORT OF GEOTECHNICAL 2. CONCRETE SLABS ON GRADE 100 PSF CONTRACTOR OR SUB-CONTRACTOR TO USE PORTIONS OF THE EXPLORATION 1303 BEACH AVENUE ATLANTIC BEACH, FLORIDA LEAGACY 350.4 THE"KWIK-BOLT 3 EXPANSION ANCHORS"STUD SHALL CONFORM TO ASTM 510.1 ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH ANSI/AISC RICHARD SKINNER STRUCTURAL DRAWINGS IN THEIR PREPARATION OF SHOP DRAWINGS PROJECT NO. 15-1194.1 DATED AUGUST 27,2015. A510 OR ASTM A108 STEEL AND THE NUT SHALL CONFORM TO ASTM A563, 360-05-"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS."LOADS, 3. POOL TERRACE 100 PSF REQUIRES THAT CONTRACTOR OR SUB-CONTRACTOR TO ENTER INTO A GRADE A. FORCES AND MOMENTS INDICATED ARE SERVICE LEVEL AND ARE INTENDED & ASSOCIATES, ARCHITECTS WRITTEN AGREEMENT WITH ATLANTIC ENGINEERING SERVICES AND TO PAY 230.6 PRODUCTION PILE WORK SHALL PROCEED ONLY AFTER SUCCESSFUL LOAD FOR USE WITH THE ALLOWABLE STRENGTH DESIGN PROVISIONS OF THE 4. STAIRS 40 PSF A SERVICE FEE. SUCH AGREEMENT IS NON-TRANSFERRABLE AND IS TESTING OF ONE TEST PILE BY AN APPROVED TESTING COMPANY.THE 350.5 ALL EPDXY ADHESIVE ANCHORS FOR ANCHORING TO HOLLOW MASONRY CODE. 2245 St Johns Avenue Jacksonville,FL 32204 EXTENDED ONLY TO THAT CONTRACTOR FOR THE DURATION OF THIS CONTRACTOR SHALL PAY FOR ALL LOAD TESTS. IN LIEU OF A LOAD TEST SHALL BE"HILTI HIT-HY 70 ADHESIVE ANCHORS"AS MANUFACTURED BY HILTI 904.387.6710 www.rs-architects.com B. ROOF LIVE LOADS: PROJECT. THE AUGER GROUT INJECTED PILE INSTALLATION SHALL BE OBSERVED AND FASTENING SYSTEMS, INC. (OR EQUAL). 510.2 GRADE OF STEEL MONITORED BY A REPRESENTATIVE FROM THE GEOTECHNICAL ENGINEER License#AA26001539 1. PITCHED ROOF 20 PSF 120.6 THE CONTRACTOR SHALL SUBMIT PRINTED COPIES OF SHOP DRAWINGS OF RECORD AS INDICATED IN 200.1. 350.6 ALL EXPANSION ANCHORS FOR ANCHORING TO MASONRY BE"HILTI HLC A. STRUCTURAL SHAPES ASTM A572, FOR REVIEW BY ATLANTIC ENGINEERING SERVICES.PRINTED COPIES OF SLEEVE ANCHORS"AS MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. GRADE 50 100.3 LATERAL LOADS: SHOP DRAWINGS SHALL CONSIST OF FOUR(4)REPRODUCIBLE PRINTS. 230.7 THE AUGER GROUT INJECTED PILE CONTRACTOR SHALL SUBMIT EVIDENCE (OR EQUAL). B. STEEL TUBES (HSS SHAPES) ASTM A500, Consultants UPON THE COMPLETION OF THE SHOP DRAWING REVIEW,THREE(3)PRINT TO THE ENGINEER THAT HE HAS BEEN ENGAGED IN THE SUCCESSFUL GRADE B ATLANTIC ENGINEERING SERVICES A. WIND LOADS(IN ACCORDANCE WITH DESIGN BUILDING CODE PER SHALL BE RETURNED TO THE PROJECT ARCHITECT. ONE (1)SHALL BE INSTALLATION OF AUGER GROUT INJECTED PILES FOR AT LEAST FIVE 350.7 THE SPACING � MINIMUM EMBEDMENT AND INSTALLATION OF THE ANCHORS C. STEEL PIPE ASTM A53 GENERAL NOTE 100.1): RETAINED BY THE ARCHITECT, ONE(1)SHALL BE DISTRIBUTED TO THE YEARS. SHALL BE IN ACCORDANCE WITH THEBuil MANUFACTURER'S RECOMMENDED GRADE E OR S BArlington Expressway OWNER,AND ONE(1)SHALL BE SENT TO THE CONTRACTOR FOR PROCEDURES. D. ANGLES AND PLATES ASTM A36 Building B, Suite 201 1. ULTIMATE DESIGN WIND SPEED(3 SECOND GUST),Vult= 130 MPH Jacksonville, FL 32 420 DISTRIBUTION AS REQUIRED. 230.8 AUGER GROUT INJECTED PILE INSTALLATION SHALL BE OBSERVED AND MASONRY :904.725.9295 2. NOMINAL DESIGN WIND SPEED (3 SECOND GUST),Vasd= 101 MPH MONITORED BY A REPRESENTATIVE FROM THE GEOTECHNICAL ENGINEER . 510.3 GALVANIZED STRUCTURAL STEEL 314--04.743.4633 FX:90 3. RISK CATEGORY= II 31066 120.7 SUBJECT TO THE APPROVAL OF ATLANTIC ENGINEERING SERVICES,THE OF RECORD AS INDICATED IN 200.1. 420.1 ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST FL COA #791 SC COA #1691 4. EXPOSURE CATEGORY=D CONTRACTOR MAY SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS IN EDITION OF"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" A. STRUCTURAL SHAPES AND RODS ASTM A123 5. ENCLOSURE CLASSIFICATION=ENCLOSED LIEU OF PRINTED COPIES. ELECTRONIC COPIES SHALL BE SUBMITTED TO 230.9 ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH FOUNDATIONS ARE TO (TMS 402/ACI 530/ASCE 5)AND THE"SPECIFICATIONS FOR MASONRY B. BOLTS, FASTENERS AND HARDWARE ASTM F2329 6. INTERNAL PRESSURE COEFFICIENT(GCpi)= +/-0.18 ATLANTIC ENGINEERING SERVICES IN ADOBE ACROBAT FILE FORMAT,WITH BEAR ARE APPROXIMATE.AUGER CAST PILES SHALL BE EXTENDED TO THE STRUCTURES"(TMS 602/ACI 530.1/ASCE 6)OF THE MASONRY SOCIETY. 7. COMPONENTS AND CLADDING PRESSURES:SEE"COMPONENTS ONE(1)ELECTRONIC FILE PER PACKAGE SUBMISSION.ATLANTIC DEPTH REQUIRED TO DEVELOP THE CAPACITY AS INDICATED IN 230.2.ALL 510.4 ALL BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AND CLADDING WIND LOADS"TABLE,AND"COMPONENTS AND ENGINEERING SERVICES WILL PRINT, REVIEW, RE-SCAN THE REVIEWED EXTERIOR FOUNDATIONS SHALL EXTEND A MINIMUM OF 1'-0"BELOW 420.2 ALL MASONRY WORK TO BE EXECUTED IN COLD WEATHER SHALL BE IN THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS(RCSC) CLADDING WIND PRESSURE DIAGRAM" SHOP DRAWINGS WITH ALL COMMENTS/NOTATIONS,AND RETURN ONE(1) FINISHED GRADE. CONFORMANCE WITH THE RECOMMENDATIONS FOR COLD WEATHER "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS" ELECTRONIC PACKAGE TO THE ARCHITECT TO PRINT, REVIEW, RE-SCAN, CONSTRUCTION OF THE LATEST EDITION OF"BUILDING CODE (LATEST EDITION). 110. GENERAL AND DISTRIBUTE TO THE CONTRACTOR. 230.10 THE AUGER CAST PILE CONTRACTOR SHALL PROVIDE CERTIFICATION, REQUIREMENTS FOR MASONRY STRUCTURES (TMS 402/ACI 530/ASCE 5)AND 510.5 ALL BOLTS SHALL BE ASTM A325, TYPE 1, 3/4" DIAMETER MINIMUM, UNLESS STAMPED BY A REGISTERED PROFESSIONAL GEOTECHNICAL ENGINEER, THE"SPECIFICATIONS FOR MASONRY STRUCTURES"(TMS 602/ACI 110.1 THESE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON ATLANTIC 120.8 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS THAT THE AUGER CAT PILES,AS INSTALLED,HAVE AT LEAST THE ABOVE 530.1/ASCE 6)OF THE MASONRY SOCIETY WITH THE FOLLOWING ADDITION OTHERWISE NOTED.WHERE NECESSARY DUE TO CONNECTION ENGINEERING SERVICES CADD SYSTEM.ANY OTHER LETTERING, LINES OR PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR NOTED CAPACITY. PROVIDE IN-SITU TESTING AS REQUIRED PER THE TO THE REQUIREMENTS OF TMS 602/ACI 530.1/ASCE 6, SECTION 1.8-C: FOR REQUIREMENTS THE CONTRACTOR MAY UTILIZE ASTM A490,TYPE 1 BOLTS. SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE REPORT REFERENCED IN NOTE 200.1. ALL CONDITIONS WHEN TEMPERATURES FALL BELOW 40 DEGREES F, THE THE USE OF BOLTS WITH DIFFERENT ASTM DESIGNATIONS AND THE SAME BEEN MADE WITHOUT THE AUTHORIZATION OF ATLANTIC ENGINEERING CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO TEMPERATURE OF THE NEWLY LAID MASONRY OR NEWLY GROUTED DIAMETER IS PROHIBITED. SERVICES AND ARE INVALID. NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT MASONRY SHALL BE MAINTAINED ABOVE 32 DEGREES (F)FOR A MINIMUM OF Seal DOCUMENTS.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS 300. REINFORCED CONCRETE 24 HOURS USING THE METHODS DESCRIBED IN TMS 602/ACI 530.1/ASCE 6. 510.6 PROVIDE THE FOLLOWING BOLTED JOINT TYPES UNLESS OTHERWISE \ 110.2 THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL WORK IN A SAFE AND SATISFACTORY MANNER. INDICATED OR NOTED ON DRAWINGS: STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE. THE 420.3 MORTAR SHALL CONFORM TO THE PROPORTION SPECIFICATION OF ASTM ARCHITECTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL 300.1 ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH THE C270,TYPE M OR S. PROVIDE TYPE M MORTAR AT ALL HIGH STRENGTH A. SNUG-TIGHTENED JOINTS:ALL SIMPLE SHEAR CONNECTIONS. DIMENSIONS. 200. FOUNDATIONS - GENERAL "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"(ACI 318, MASONRY NOTED AS Fm=2500 PSI OR GREATER. PROVIDE TYPE S MORTAR LATEST EDITION)AND SPECIFICATIONS FOR STRUCTURAL CONCRETE(ACI AT ALL STRUCTURAL MASONRY AND REINFORCED MASONRY UNLESS NOTED 510.7 THE USE OF TENSION-CONTROL(T.C.)BOLTS IN SNUG-TIGHTENED JOINTS IS 110.3 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS 301, LATEST EDITION)OF THE AMERICAN CONCRETE INSTITUTE. OTHERWISE. PROHIBITED. INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION AND200.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE CONSTRUCTED IN EXTENT OF STRUCTURAL WORK. IF A REQUIRED DIMENSION IS NOT ACCORDANCE WITH CRITERIA ESTABLISHED BY LEGACY ENGINEERING, INC 300.2 MINIMUM DESIGN COMPRESSION STRENGTH (F'c)REQUIRED AT 28 DAYS: 420.4 GROUT SHALL CONFORM TO ASTM C476 AND AS FOLLOWS: 510.8 ALL WELDING SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING FURNISHED ON DRAWINGS,THE CONTRACTOR SHALL SUBMIT A REQUEST IN THEIR GEOTECHNICAL REPORT DATED AUGUST 27,2015. CODE,AWS D1.1, LATEST EDITION, OF THE AMERICAN WELDING SOCIETY. FOR INFORMATION TO OBTAIN THE DIMENSION. A. FOUNDATIONS AND GRADE BEAMS 4000 PSI A. COMPRESSIVE STRENGTH(F'c)OF GROUT=F'm AS INDICATED BELOW ELECTRODES SHALL BE E70XX FOR MANUAL ARC WELDING AND F7X-EXXX 200.2 NO BACKFILLING AGAINST FOUNDATION WALLS SHALL BE PERMITTED UNTILB. COLUMNS AND PIERS 4000 PSI BUT NO LESS THAN 2,000 PSI. FOR SUBMERGED ARC WELDING. MARK J KEIVER PE 37435 110.4 UNLESS OTHERWISE INDICATED, PROVIDE EQUAL SPACING OF STRUCTURAL SUPPORTING STRUCTURAL ELEMENTS HAVE BEEN PLACED AND HAVE C. SLABS ON GRADE 4000 PSI B. SLUMP OF GROUT SHALL BE 8 TO 11 INCHES AS MEASURED ACCORDING COMPONENTS BETWEEN OVERALL DIMENSIONS INDICATED ON DRAWINGS. BECOME CAPABLE OF FURNISHING THE NECESSARY SUPPORT FOR THE TO ASTM C143. 510.9 ALL SHEAR CONNECTIONS SHALL BE SELECTED TO MEET THE WALLS. PROVIDE TEMPORARY SHORING WHERE REQUIRED.WHERE 300.3 MAXIMUM WATER TO CEMENTITIOUS MATERIALS RATIO: C. MAX.AGGREGATE SIZE SHALL BE 3/8"(AGGREGATE GRADED TO REQUIREMENTS OF 2009 IBC, SECTION 1614, "STRUCTURAL INTEGRITY".ALL 110.5 THE METHOD AND FREQUENCY OF ATTACHING MECHANICAL EQUIPMENT BACKFILL IS REQUIRED ON BOTH SIDES OF THE WALL, BACKFILL BOTH SIDES PRODUCE FINE GROUT IN CONFORMANCE WITH ASTM C476 AND C404). SHEAR CONNECTIONS SHALL HAVE A MINIMUM NOMINAL AXIAL TENSION UNITS, ETC.,TO THE STRUCTURAL ELEMENTS SHALL BE SUBJECT TO THE SIMULTANEOUSLY WITH A GRADE DIFFERENCE NOT TO EXCEED 2'-0"AT ANY A. FOUNDATIONS AND GRADE BEAMS 0.56 STRENGTH EQUAL TO ONE-HALF THE DESIGN VERTICAL REACTION OR 5 ENGINEERS REVIEW AND APPROVAL. TIME. CONTRACTOR SHALL USE EXTREME CAUTION DURING BACKFILLING T B. COLUMNS AND PIERS 0.56 420.5 LIMIT CEMENTITIOUS MATERIALS IN MORTAR TO: PORTLAND CEMENT KIPS,WHICHEVER IS GREATER. ANDREWS - PREVENT DAMAGE TO FOUNDATION WALLS.THE USE OF HEAVYEQUIPMEN C. SLABS ON GRADE 0.56 CONFORMING TO ASTM C150 TYPE I; LIME CONFORMING TO ASTM C207; 110.6 UNLESS OTHERWISE INDICATED, STRUCTURAL COMPONENTS SUPPORTING FOR BACKFILLING IS NOT RECOMMENDED. MORTAR CEMENT CONFORMING TO ASTM C1329;AND MASONRY CEMENT 510.10 ALL BEAM-TO-COLUMN CONNECTIONS SHALL BE DESIGNED FOR THE MECHANICAL EQUIPMENT HAVE NOT BEEN DESIGNED FOR THE VIBRATIONAL 300.4 ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE(MINIMUM 144 PCF) CONFORMING TO ASTM C91. SUMMATION OF THE FOLLOWING LOADS: LAMBROU EFFECTS OF THE EQUIPMENT.THE CONTRACTOR SHALL PROVIDE 200.3 THE CONTRACTOR SHALL OBSERVE WATER CONDITIONS AT THE SITE AND WITH ALL CEMENT CONFORMING TO ASTM C150,TYPE I, II OR 1/11. MAXIMUM VIBRATION ISOLATORS FOR ANY MECHANICAL EQUIPMENT MOUNTED TO TAKE THE NECESSARY PRECAUTIONS TO INSURE THAT THE FOUNDATION AGGREGATE SIZE SHALL BE 1-1/2" FOR FOOTINGS AND GRADE BEAMS AND 420.6 PROVIDE SOLID AND HOLLOW LOAD BEARING CONCRETE BLOCK UNITS A. THE BEAM END CONNECTION DESIGN REACTION REQUIRED BY THE RESIDENCE THE STRUCTURE IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S EXCAVATIONS REMAIN DRY DURING CONSTRUCTION. PROVIDE FOR 3/4" FOR COLUMNS, PIERS AND SLABS,CONFORMING TO ASTM C33. CONFORMING TO ASTM C90. FURNISH CONCRETE BLOCK WITH NET AREA GENERAL NOTES BELOW. RECOMMENDATIONS. DEWATERING AS NECESSARY. COMPRESSIVE STRENGTH. 300.5 REINFORCEMENT B. A 10.0 KIP AXIAL FORCE(ACTING IN TENSION AND COMPRESSION). 1303 Beach Ave 110.7 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, 200.4 THE CONTRACTOR SHALL USE EXTREME CAUTION DURING EXCAVATION. 420.7 MINIMUM 28-DAY ULTIMATE COMPRESSIVE STRENGTH OF MASONRY: ETC.,AND SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES, 510.11 ALL NON-COMPOSITE BEAM END CONNECTIONS SHALL BE DESIGNED Atlantic Beach, Florida SUCH EXCAVATION SHALL BE PERFORMED IN SUCH A MANNER AS TO A. DEFORMED BARS ASTM A615, , ADDITIONAL INFORMATION, ETC., BEFORE BEGINNING THE WORK. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING STRUCTURES TO GRADE 60 A. F'm 1500 PSI UNLESS NOTED OTHERWISE, FOR AN END REACTION"R"EQUAL TO NOT 32233 REMAIN. PROVIDE TEMPORARY SHORING AS REQUIRED. B. DEFORMED BARS (WELDABLE) ASTM A706, LESS THAN ONE HALF THE UNIFORM LOAD CAPACITY OF THE MEMBER IN 110.8 THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION OF GRADE 60 420.8 HORIZONTAL JOINT REINFORCING FOR ALL EXTERIOR AND LOAD BEARING ACCORDANCE WITH AISC SPECIFICATIONS, BUT NOT LESS THAN 6 KIPS.THE EXISTING STRUCTURES. SUCH DEMOLITION SHALL BE PERFORMED IN SUCH 200.5 CONCRETE SLABS ON GRADE HAVE BEEN DESIGNED TO BEAR ON C. WELDED WIRE FABRIC ASTM A185 WALLS SHALL BE GALVANIZED TRUSS OR LADDER TYPE DUR-O-WAL, OR EFFECTS OF CONCENTRATED LOADS OCCURRING CLOSE TO THE ENDS OF A MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING COMPACTED SUBGRADE SOILS OR PROPERLY COMPACTED FILL. EQUIVALENT AS APPROVED BY THE ENGINEER WITH 2-9 GAGE THE BEAMS SHALL BE CONSIDERED IN THE CONNECTION DESIGN. STRUCTURES TO REMAIN. PROVIDE SHORING AS REQUIRED. 300.6 MINIMUM COVER FOR CAST-IN-PLACE CONCRETE REINF., UNLESS LONGITUDINAL WIRE AND 9 GAGE CROSS WIRE,SPACED AT 16"CENTER TO OTHERWISE SHOWN ON DRAWINGS,SHALL BE AS FOLLOWS: CENTER, UNLESS NOTED OTHERWISE. PROVIDE ADDITIONAL LAYERS OF 510.12 ALL COMPOSITE BEAM END CONNECTIONS SHALL BE DESIGNED, UNLESS Main House 110.9 THE CONTRACTOR SHALL PREPARE A WRITTEN DEMOLITION PLAN TO BE 205. SITE NOTES JOINT REINFORCEMENT 1N THE FIRST TWO COURSES ABOVE AND BELOW A NOTED OTHERWISE, FOR A REACTION"Rc"EQUAL TO NOT LESS THAN THE SUBMITTED TO THE ARCHITECT FOR REVIEW.THIS PLAN IS TO INDICATE,AS A. FOOTINGS&GRADE BEAMS 3" MASONRY OPENING. PROVIDE LAP AS RECOMMENDED BY MANUFACTURER FOLLOWING: Addition & Pool A MINIMUM,SEQUENCE OF DEMOLITION OPERATIONS, LOCATION OF B. COLUMNS&PEDESTALS(OVER VERT. REINF.) 2" WITH A MINIMUM OF 6". DISCONTINUE JOINT REINFORCING AT CONTROL PROPOSED TEMPORARY SHORING, SCAFFOLDING, BRACING, ETC.,AND 205.1 REMOVE ALL TOPSOIL,VEGETATION, ORGANIC MATERIAL, EXISTING C. BEAMS(OVER MAIN REINF.) 2" „ „ A. FOR BEAM DEPTHS GREATER JOINTS. PROVIDE L SHAPE AND T SHAPE DUR-O-WAL AT ALL PROPOSED METHOD OF DEMOLITION.WHERE REQUIRED,THE CONTRACTOR CONCRETE SALBS AND DELETERIOUS MATERIAL.STRIPPING DEPTHS ARE D. SLABS CAST AGAINST EARTH 2"FOR 4"SLABS; INTERSECTION CORNERS WITH 8"MINIMUM LAP.SEE TYPICAL DETAILS. THAN 21" Rc= 1.50 x R SHALL RETAIN THE SERVICES OF A REGISTERED PROFESSIONAL ENGINEER ANTICIPATED TO RANGE BETWEEN 0"AND 6". DEPTH43 FOR SLABS GREATER THAN 4". B. FOR BEAM DEPTHS GREATER LICENSED TO PRACTICE IN THE STATE OF FLORIDA FOR THE DESIGN OF 420.9 FULL BED AND HEAD JOINTS SHALL BE USED. THAN OR EQUAL TO 14", TEMPORARY SHORING AND BRACING.THE REVIEW OF THE PROPOSED 205.2 AFTER STRIPPING AND SITE CLEARING, COMPACT THE EXPOSED SOILS WIT 300.7 SPLICES IN REINFORCEMENT,WHERE PERMITTED, SHALL BE AS FOLLOWS: BUT LESS THAN OR EQUAL TO 21" Rc=2.00 x R ISSUE DEMOLITION PLAN IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND A LIGHTWEIGHT COMPACTOR, LIGHTWEIGHT SLED OR ROLLER UNTIL A 420.10 ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF C. FOR BEAM DEPTHS GREATER THAN FOR GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY A. WELDED WIRE MESH 8" SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING OR EQUAL TO 8", no .date description CONTRACT DOCUMENTS.COMMENTS REGARDING THESE SUBMITTALS DO DENSITY(ASTM D-1557)HAS BEEN OBTAINED TO A DEPTH OF AT LEAST 12" B. ALL OTHERS CLASS"B" THE WALLS. BUT LESS THAN 14" Rc=2.25 x R NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT BELOW THE COMPACTED SURFACE. TENSION,CASE"1"MINIMUM, UNLESS OTHERWISE NOTED f 4-24-1 5 DEP PERMIT SET DOCUMENTS.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS 420.11 GROUT SOLID ALL CELLS IN MASONRY UNITS INSTALLED BELOW GRADE. WHERE THE REACTION "R" IS EQUAL TO ONE HALF THE UNIFORM LOAD 2 10-01-15 PERMIT 5ET WORK IN A SAFE AND SATISFACTORY MANNER. 205.3 STRUCTURAL FILL SHALL CONSIST OF AN INORGANIC, NON-PLASTIC, 300.8 CLASS"B", CASE 111"TENSION SPLICES IN INCHES, SHALL BE AS FOLLOWS: CAPACITY OF THE MEMBER IN ACCORDANCE WITH AISC SPECIFICATIONS, GRANULAR SOIL CONTAINING LESS THAN 10%MATERIAL PASSING THE NO. 420.12 GROUT SOLID ALL CELLS CONTAINING REINFORCING,AND WHERE BUT NOT LESS THAN 6 KIPS.THE EFFECTS OF CONCENTRATED LOADS 110.10 ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LIFTS NOT EXCEEDING 6"IN 4000 PSI INDICATED ON PLANS AND SECTIONS. OCCURRING CLOSE TO THE ENDS OF THE BEAMS SHALL BE CONSIDERED IN BUILDING CODE AND ALL LOCAL ORDINANCES.THE OWNER SHALL ENGAGE LOOSE THICKNESS AND COMPACT EACH LIFT THROUGHLY WITH THE SIZE TOP BARS ALL OTHERS THE CONNECTION DESIGN. AN EXPERIENCED, QUALIFIED INSPECTION AGENCY, SUBJECT TO THE LIGHTWEIGHT COMPACTOR, LIGHTWEIGHT SLED OR ROLLER. COMPACTION #3 (#10) 24 19 420.13 PROVIDE FINE GROUT PER ASTM C476 WHEN WIDTH OF GROUT SPACE IS REVIEW OF THE ARCHITECT,TO PERFORM ALL INSPECTION WORK,AS SHALL BE CONTINUED UNTIL A DENSITY OF AT LEAST 95%OF THE MODIFIE #4 (#13) 32 25 LESS THAN 2". PROVIDE COARSE GROUT FOR GROUT SPACE WIDTHS 2"OR 510.13 STEEL BEAMS AND LINTELS BEARING ON MASONRY OR CONCRETE SHALL REQUIRED.THRESHOLD BUILDINGS SHALL BE INSPECTED BY A LICENCED PROCTOR MAXIMUM DRY DENSITY IS OBTAINED IN EACH LIFT. #5 (#16) 40 31 GREATER. PROVIDE FINE GROUT WHEN REINFORCING HAS LESS THAN 1/2" HAVE A MINIMUM OF 6 INCHES BEARING BEYOND THE FACE OF THE THRESHOLD INSPECTOR IN ACCORDANCE WITH THE THRESHOLD #6 (#19) 48 37 CLEARANCE. SUPPORTING ELEMENT AND SHALL EXTEND BEYOND THE FACE OF THE INSPECTION PLAN. 205.4 THE UPPER 12"OF ALL SANDY BEARING SOILS IN THE FOOTING EXCAVATIO #7 (#22) 70 54 BEARING ELEMENT BY AT LEAST THE DEPTH OF THE BEARING PLATE, PLUS 1 BOTTOM SHALL BE COMPACTED TO AT LEAST 95%OF THE MODIFIED #8 (#25) 80 62 420.14 PROVIDE CONTROL JOINTS IN MASONRY CONSTRUCTION PER THE TYPICAL INCH, UNLESS NOTED OTHERWISE. 110.11 STEP FOOTINGS AND GRADE BEAMS BELOW ALL SANITARY AND WATER PROCTOR MAXIMUM DRY DENSITY. COMPACTION OR RE-COMPACTION OF #9 (#29) 91 70 DETAILS. REFER TO ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LINES. PROVIDE STEPS IN THE FOUNDATIONS IN ACCORDANCE WITH THE SANDY BEARING SOILS SHALL BE DONE WITH A RELATIVELY LIGHTWEIGHT WIDTH AND LOCATIONS. THE CONTRACTOR SHALL SUBMIT THE PROPOSED 510.14 CUTS, HOLES AND COPING, ETC. REQUIRED FOR OTHER TRADES SHALL BE TYPICAL DETAILS.COORDINATE THE EXACT LOCATION AND ELEVATION OF SLED OR ROLLER.WHEN USING A LIGHTWEIGHT COMPACTOR, INDIVIDUAL 300.9 SPLICES IN TOP REINFORCEMENT SHALL BE LOCATED AT MIDSPAN AND CONTROL JOINT LAYOUT TO THE ARCHITECT FOR REVIEW AND APPROVAL. SHOWN ON THE SHOP DRAWING AND MADE IN THE SHOP. CUTS OR REVISIONS THE PLUMBING LINES WITH THE MECHANICAL AND PLUMBING DRAWINGS FILL LIFTS SHALL BE 6"OR LESS IN LOOSE THICKNESS. SPLICES IN BOTTOM REINFORCEMENT SHALL BE LOCATED OVER SUPPORTS, PROVIDE MASONRY CONTROL JOINTS IN ACCORDANCE WITH THE BURNING OR HOLES IN STRUCTURAL STEEL IN THE FIELD WILL NOT BE no . date description AND CONTRACTORS. PROVIDE SLEEVES IN THE FOUNDATION WALLS AS UNLESS NOTED OTHERWISE. FOLLOWING GUIDELINES UNLESS OTHERWISE INDICATED ON DRAWINGS: PERMITTED. p REQUIRED FOR PIPE PENETRATIONS. 205.5 TESTING:A MINIMUM OF ONE IN-PLACE DENSITY TEST PER 1500 SQUARE FEET PER LAYER OF COMPACTED SURFACE AND AT LEAST ONE IN-PLACE 300.10 TOP BARS IN BEAMS SHALL TERMINATE IN A CLASS"B"TENSION SPLICE OR A. ALIGN CONTROL JOINTS IN CONCRETE MASONRY BACKUP FOR 510.15 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE 120. SHOP DRAWINGS DENSITY TEST FOR EVERY 100 SQUARE FOOT OF SPREAD FOOTING BEARIN HOOK AT DISCONTINUOUS END. MULTI-WYTHE AND CAVITY WALLS TO MATCH LOCATIONS IN MASONRY SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. HOWEVER,THE AREA AND EVERY 75 LINEAR FOOT OF CONTINUOUS FOOTING. VENEER UNLESS NOTED OTHERWISE. ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTANCE AND THE 120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY 300.11 ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD B. CONTROL JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 20 CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIED ATLANTIC ENGINEERING SERVICES AND THE PROJECT ARCHITECT. SHOP ACCESSORIES DURING PLACEMENT OF CONCRETE. REINFORCING FEET ON CENTER IN THE WALL FIELD AND A MAXIMUM OF 10 FEET FROM DETAILS SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL COMPONENTS 210. SHALLOW FOUNDATIONS SUPPORTS FOR ALL EXPOSED CONCRETE SHALL BE GALVANIZED WITH BUILDING CORNERS FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES. INCLUDING, BUT NOT LIMITED TO,THE FOLLOWING: PLASTIC COATED FEET.ALL WELDED WIRE MESH SHALL BE CHAIRED IN C. LOCATE CONTROL JOINTS AT MAJOR HEIGHT CHANGES, CHANGES IN ACCORDANCE WITH THE DESIGN BUILDING CODE. WALL THICKNESS AND AT WALL OPENINGS. 510.16 ALL STRUCTURAL STEEL FRAMES SHALL BE SECURELY BRACED UNTIL ALL Scale: A. FABRICATED STRUCTURAL STEEL 210.1 SPREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON UNDISTURBED SOILS D. CONTROL JOINTS IN PARAPETS SHALL BE SPACED AT 15 FEET ON FLOOR SLABS, ROOF DECKS,AND SHEAR WALLS HAVE BEEN INSTALLED AND B. REINFORCING STEEL FOR CONCRETE AND MASONRY OR PROPERLY COMPACTED FILL HAVING AN ALLOWABLE BEARING CAPACITY 300.12 ALL TIES SHALL HAVE 135 DEGREE HOOKS. CENTER MAXIMUM.WHERE JOINTS IN PARAPETS CAN NOT BE ALIGNED BECOME CAPABLE OF STABILIZING THE FRAMES. Project No.: 1404 C. CONCRETE AND/OR MASONRY POST-INSTALLED ANCHORS OF 1,500 PSF,TO BE CONFIRMED BY A GEOTECHNICAL ENGINEER. WITH JOINTS IN WALL FIELD, PROVIDE CONTROL JOINTS IN THE PARAPET D. PREFABRICATED WOOD TRUSSES INCLUDING COLD FORMED METAL 300.13 PROVIDE 1/2"PREMOULDED EXPANSION MATERIAL WHERE SLAB ON GRADE ONLY AT HALF THE WALL FIELD SPACING. 510.17 ALL STRUCTURAL STEEL WORK, EXCEPT PORTIONS OF MEMBERS TO BE Drawn by: DCO FABRICATIONS UTILIZED IN TRUSS-TO-FRAME CONNECTIONS. 210.2 ELEVATIONS SHOWN ON THE DRAWINGS AT WHICH FOUNDATIONS ARE TO IS POURED AROUND COLUMNS AND AGAINST WALLS UNLESS OTHERWISE E. CONTROL JOINTS SHALL BE A MINIMUM WIDTH OF 3/8"AND SHALL UTILIZE WELDED, FIELD BOLTED, OR FIREPROOFED, SHALL BE SHOP PAINTED WITH Checked by: MJK E. ENGINEERED WOOD COMPONENTS(GLUED-LAMINATED WOOD BEAR ARE APPROXIMATE. MATERIAL ON WHICH FOUNDATIONS ARE TO BEAR SHOWN ON DRAWINGS. COMPRESSIBLE MATERIAL WITH A MINIMUM EXTENSIBILITY OF 60%. PAINT CONFORMING TO STEEL STRUCTURES PAINTING COUNCIL(SSPC) FRAMING, PLYWOOD CHORD FLOOR TRUSSES, ETC.) PAINT 25.APPLY PRIME PAINT ACCORDING TO SSPC PAINT SYSTEM GUIDE SHALL HAVE AT LEAST THE ABOVE NOTED CAPACITY.ALL EXTERIOR Sheet Title F. COLD FORMED METAL FABRICATIONS UTILIZED IN WOOD-TO-WOOD FOOTINGS SHALL BE A MINIMUM OF 12"BELOW FINISHED GRADE. 300.14 CONTRACTION JOINTS FOR SLABS ON GRADE SHALL BE SPACED NO MORE 420.15 PROVIDE CLEAN OUT AND INSPECTION HOLES AT BOTTOM OF MASONRY NO. 7.00 CLEAN STEEL FREE OF LOOSE SCALE, RUST, OIL AND GREASE. CONNECTIONS. THAN 8'-0"ON CENTER. PANELS FORMED BY JOINTS OR SLAB EDGES SHALL WALL IN ACCORDANCE WITH MASONRY CODE AT REINFORCING IF HIGH LIFT ADDITIONAL AREAS SHALL BE FIELD PAINTED AFTER WELDING. GENERAL BE AS SQUARE AS POSSIBLE WITH ALENGTH-TO-WIDTH RATIO NOT TO 210.3 THE OWNER/CONTRACTOR SHALL RETAIN THE SERVICES OFA GROUTING (OVER 4 FEET HIGH)IS USED. 120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE PROFESSIONAL GEOTECHNICAL ENGINEER,SUBJECT TO THE APPROVAL O EXCEED 1.5. 510.18 CLEAN ALL EXISTING AND NEW STEEL FREE T LOOSE SCALE, RUST,OIL, INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE SUPPLIED. THE ARCHITECT,TO INSPECT THE FOUNDATIONS, BEARING LEVELS, ETC., 420.16 DEFORMED BAR REINFORCEMENT SHALL CONFORM TO ASTM A615,GRADE GREASE,AND OTHER BOND-INHIBITING SUBSTANCES IN ACCORDANCE WITH NOTES SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO: MEMBER AND VERIFY THAT THE MATERIAL ON WHICH FOUNDATIONS BEAR HAS AT 300.15 CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, 60. PROVIDE LAP SPLICES PER THE TABLE BELOW. PROVIDE BAR SPACERS STEEL STRUCTURES PAINTING COUNCIL(SSPC)SURFACE PREPARATION 6. SIZES AND DIMENSIONS; GRADES OF MATERIAL FURNISHED;MATERIAL LEAST THE ABOVE NOTED CAPACITY AS PER 200.1. PIPE SLEEVES, ETC.,AS REQUIRED FOR MECHANICAL TRADES BEFORE AS REQUIRED TO PROPERLY LOCATE REINFORCING. SHOP OR FIELD APPLY ONE PRIMER COAT OF TNEMEC BRAND TNEME-ZINC PREPARATION REQUIRED; MATERIAL FINISH AND MATERIAL COATINGS TO BE CONCRETE IS PLACED. 90E-2 PRIMER(OR APPROVED EQUIVALENT)AND TWO FINISH COATS OF FURNISHED; INFORMATION REGARDING CUTS, COPES,AND HOLES #3 (#10) 15,r TNEMEC BRAND TNEME-FASCURE 161 PAINTING SYSTEM (OR APPROVED Sheet Number REQUIRED FOR OTHER TRADES; END CONNECTIONS;CAMBER AND OTHER 230. AUGER GROUT INJECTED PILES 300.16 PRIOR TO CONCRETE PLACEMENT, THE CONTRACTOR SHALL SUBMIT A #4 (#13) 20" EQUIVALENT). MIX AND APPLY COATINGS IN STRICT ACCORDANCE WITH THE DEVIATION FROM LINE; SPECIAL ERECTION AND/OR INSTALLATION CONCRETE MIX DESIGN PREPARED IN ACCORDANCE WITH ACI-318 CHAPTER #5 (#16) 25" MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE FINISH COATING _ PROCEDURES, INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION. 230.1 FOUNDATIONS HAVE BEEN DESIGNED AND SHALL BE CONSTRUCTED IN 5 TO THE STRUCTURAL ENGINEER FOR REVIEW. #6 (#19) 39" COLOR AS SELECTED BY OWNER. 120.3 ALL SHOP DRAWING RESUBMITTALS AND RECORD COPY SUBMITTALS SHALL ACCORDANCE WITH CRITERIA ESTABLISHED IN THE GEOTECHNICAL REPORT 420.17 MASONRY COURSING SHOWN IN SECTION IS APPROXIMATE. REFER TO 510.19 FOR STEEL BEAMS WHERE NO INDUCED CAMBER IS INDICATED,FABRICATE • HAVE ALL REVISIONS SUBSEQUENT TO THE PREVIOUS SUBMISSION PER NOTE 200.1. PLANS AND ELEVATIONS FOR ACTUAL COURSING.COORDINATE ACTUAL BEAMS SO THAT ANY NATURAL CAMBER IS ORIENTED UPWARD AFTER CLOUDED OR OTHERWISE IDENTIFIED ON THE RESUBMITTED SHEETS. COURSING REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. ERECTION. RESUBMITTALS AND RECORD COPY SUBMITTALS WITHOUT IDENTIFICATION 230.2 AUGER GROUT INJECTED PILES SHALL BE 14"DIAMETER 39-TON CAPACITY OF REVISIONS WILL BE REJECTED WITHOUT REVIEW. WITH 446 VERTICAL AND#3 TIES AT 12"ON CENTER. PROVIDE A 90 DEGREE PERMIT SET HOOK FOR ALL#6'S INTO GRADE BEAMS. 510.20 BOLT AND WELD TESTING: 620. STRUCTURAL WOOD PANELS/WOOD SHEATHING A. ALL SHOP AND FIELD BOLTS SHALL BE TESTED PER AISC 620.1 FURNISH PANELS THAT ARE EACH FACTORY MARKED WITH REQUIREMENTS. CERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND SPAN B. ALL WELDS SHOULD BE VISUALLY INSPECTED. RATING REQUIREMENTS. THE CENTER-TO-CENTER SPACING IN INCHES , 510.21 ALL EXPOSED STRUCTURAL STEEL SHALL BE ARCHITECTURALLY EXPOSED SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS. STRUCTURAL STEEL AESS AND SHALL COMPLY WITH FABRICATION INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS, INCLUDING TOLERANCE LIMITS,OF AISC S"CODE OF RECOMMENDATIONS OF THE APA. STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"FOR STRUCTURAL STEEL IDENTIFIED AS ARCHITECTURALLY EXPOSED 620.2 PANELS SHALL COMPLY WITH USDOC PS-1 OR PS-2 AND APA PRP-108 AND .. STRUCTURAL STEEL. SHALL MEET THE FOLLOWING REQUIREMENTS: 4 ,t A. FLOORING: 510.22 FABRICATE WITH EXPOSED SURFACES SMOOTH, SQUARE,AND FREE OF . SURFACE BLEMISHES INCLUDING PITTING, RUST,SCALE, SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES,AND ROUGHNESS. 1. MIN.THICKNESS=3/4" " 2. BOND CLASSIFICATION =EXPOSURE 1 RICHARD SKINNER 510.23 REMOVE BLEMISHES BY FILLING OR GRINDING OR BY WELDING AND 3. GRADE=APA RATED SHEATHING GRINDING BEFORE CLEANING,TREATING,AND SHOP PRIMING. 4. SPAN RATING =AS REQUIRED TO SUIT JOIST/TRUSS SPACING & ASSOCIATES, ARCHITECTS 510.24 ALL EXTERIOR STRUCTURAL STEEL SHALL BE HOT-DIP GALVANIZED IN B. WALL SHEATHING: 2245 St Johns Avenue wJacksonville,FL 32204 904.387.6710 ww.rs-architects.com ACCORDANCE WITH THE GENERAL NOTES. 1. MIN. THICKNESS= 1/2" License#AA26001539 510.25 LEVELING GROUT SHALL BE NON-SHRINK, NON-METALLIC TYPE, FACTORY 2. BOND CLASSIFICATION =EXPOSURE 1 PRE-MIXED GROUT TESTED 1N ACCORDANCE WITH CE-CRD-C621 OR ASTM 3. GRADE =APA RATED SHEATHING C109,WITH fc OF NOT LESS THAN 5000 PSI. 4. SPAN RATING =AS REQUIRED TO SUIT STUD SP CING Consultants 510.26 ALL ANCHOR BOLTS SHALL BE ASTM A36 OR ASTM F1554, GRADE 36 AND A C. ROOF SHEATHING: ATLANTIC ENGINEERING SERVICES MINIMUM 3/4"DIAMETER WITH A MINIMUM CONCRETE EMBEDMENT OF 12" 6501 Arlington Expressway UNLESS NOTED OTHERWISE. 1. MIN. THICKNESS=5/8" Building B, Suite 201 2. BOND CLASSIFICATION =EXPOSURE 1 Jacksonville, FL 32211 510.27 WHERE INDICATED IN THE COLUMN SCHEDULE, SECTIONS OF STEEL 3. GRADE=APA RATED SHEATHING PH:904.743.4633 FX:904.725.9295 COLUMNS IN DIRECT CONTACT WITH EARTH SHALL BE PAINTED WITH 4. SPAN RATING =AS REQUIRED TO SUIT JOIST/T USS SPACING 314-066 ASPHALTIC PAINT CONFORMING TO STEEL STRUCTURES PAINTING COUNCIL FL COA #791 SC COA #1691 (SSPC)PAINT SYSTEM 9.01. 620.3 ALL PANELS WHICH HAVE ANY EDGE OR FACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE CLASSED EXTERIOR, EXCEPT OPEN SOFFITS OR ROOF SHEATHING EXPOSED ON THE UNDERSIDE MAY BE CLASSED 610. STRUCTURAL LUMBER EXPOSURE 1. 620.4 ALL FLOOR AND ROOF PANELS SHALL HAVE THE END JOINT!';LOCATED 610.1 ALL STRUCTURAL LUMBER WORK SHALL BE IN ACCORDANCE WITH THE OVER SUPPORTS AND SHALL HAVE THE ROWS STAGGERED ONE HALF "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"(NDS- PANEL LENGTH FROM ADJACENT PANELS. PROVIDE 1/8"SPACE AT PANEL LATEST EDITION)PUBLISHED BY THE AMERICAN WOOD COUNCIL. ENDS AND EDGES. 610.2 ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM NO.2 GRADE SOUTHERN 620.5 ALL WALL PANELS SHALL HAVE THE END JOINTS LOCATED OVER PINE AND SHALL HAVE AT LEAST THE FOLLOWING MINIMUM ALLOWABLE SUPPORTS. DESIGN STRESSES(NOT INCORPORATING THE SIZE ADJUSTMENT FACTOR 620.6 WALL PANELS WHICH ARE INSTALLED IN MULTIPLE COURSES' (ROWS)SHALL Seal (CF))AND MODULUS OF ELASTICITY AT A MAXIMUM MOISTURE CONTENT OF HAVE VERTICAL PANEL JOINTS STAGGERED ONE HALF THE 'ANEL LENGTH 19%: AND SHALL HAVE THE FREE EDGES OF THE PANELS BLOCK D BETWEEN A. Fb.(BENDING) 750 PSI THE STUDS WITH 2X4 BLOCKING INSTALLED WITH THE BROA FACE B. Fv.(SHEAR) 175 PSI AGAINST THE FACE OF THE PANEL. PROVIDE 1/8"SPACE AT PANEL ENDS C. Fc.(COMPRESSION) 1,250 PSI AND EDGES. D. Ft.(TENSION) , PSI 14 E. E 1,400,000 PSI 620.7 ALL PANELS INSTALLED IN FLOORS SHALL HAVE TONG UE-A D-GROOVE ` EDGES. 610.3 ALL LUMBER SHALL COMPLY WITH PS 20"AMERICAN SOFTWOOD LUMBER STANDARD"AND WITH THE APPLICABLE RULE OF INSPECTION AGENCIES 620.8 ALL ROOF STRUCTURAL PANELS SHALL BE NAILED WITH 10 SPIRAL OR CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY-MARK EACH PIECE RING SHANK NAILS AT 6"OC AT ZONES 1 AND 2;4"OC IN ZO E 3. OF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY EVIDENCING SHEATHING SHALL BE NAILED AT ALL ENDS AND INTERMEI)b TE SUPPORTS. MARK J KEISTER PE 435 COMPLIANCE WITH GRADING RULE REQUIREMENTS. EDGES SHALL BE NAILED IF BLOCKING IS CALLED FOR ON Df' WINGS. REFER TO COMPONENT AND CLADDING WIND PRESSURE DIAGRAM FOR 610.4 STRUCTURAL STEEL PLATES,ANGLES, ETC.,SHALL BE ASTM A36. LOCATION OF ROOF ZONES. CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MISCELLANEOUS METALS FOR REVIEW BY STRUCTURAL ENGINEER. 620.9 ALL WALL STRUCTURAL PANELS SHALL BE NAILED WITH 10D COMMON ANDREWS NAILS AT 6"ON CENTER AT ALL ENDS, EDGES,AND INTERMEDIATE 610.5 ALL BOLTS SHALL BE 5/8"DIAMETER ASTM A307 UNLESS NOTED OTHERWISE SUPPORTS. NAIL SPACING SHALL BE 4"ON CENTER AT CORNER STUDS. WITH 2 WASHERS PER BOLT UNLESS OTHERWISE NOTED. LAMBROU 620.10 ALL FLOOR STRUCTURAL PANELS SHALL BE NAILED WITH 10 COMMON 610.6 EXTERIOR STUD WALLS SHALL BE CONTINUOUSLY BRIDGED AT MID-HEIGHT NAILS AT 6"ON CENTER AT ALL ENDS AND EDGES AND AT 10"ON CENTER WITH WOOD BLOCKING. AT ALL INTERMEDIATE SUPPORTS. RESIDENCE 610.7 PROVIDE CONTINUOUS DOUBLE 2X TOP PLATE TYPICAL AT ALL WOOD STUD620.11 PROVIDE MINIMUM 2X4 EDGE BLOCKING AT ALL HORIZONTA .STRUCTURAL WALLS. SPLICES IN TOP PLATE PLYS SHALL BE MADE OVER STUDS. PROVIDE ROOF PANEL JOINTS FOR A DISTANCE OF 4'-0"FROM ALL GA 3LE END 1303 Beach Ave CONTINUOUS SINGLE 2X BOTTOM PLATE AT ALL WOOD STUD WALLS. WALLS. ALL STRUCTURAL ROOF PANELS SHALL BE NAILED WITH 10D BOTTOM PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL SPIRAL OR RING SHANK NAILS AT 6"ON CENTER AT ALL END , EDGES,AND Atlantic Beach, Florida BE PRESERVATIVE TREATED UNLESS NOTED OTHERWISE. INTERMEDIATE SUPPORTS IN THOSE AREAS. PROVIDE MIDS AN SIMPSON 32233 PSCL5/8 PANEL SHEATHING CLIPS(OR APPROVED EQUIVALENT)AT 610.8 BRACE ALL EXTERIOR BUILDING CORNERS WITH 1/2"PLYWOOD SHEATHING UNBLOCKED JOINTS BETWEEN ROOF FRAMING MEMBERS FOR FASTENED TO STUD WALLS, FULL HEIGHT FOR A MINIMUM WIDTH OF 4'-01f. STRUCTURAL ROOF PANELS THAT ARE NOT TONGUE AND GROOVE AND ARE BEYOND 4'-0" FROM GABLE END WALLS. 610.9 NO CUTS, HOLES, OR COPES REQUIRED FOR OTHER TRADES IN 620.12 METAL PLATE WOOD TRUSSES SERVING AS BOUNDRY ELEMENTS IN WOOD Main House STRUCTURAL WOOD FRAMING WILL BE PERMITTED WITHOUT PRIOR REVIEW AND APPROVAL OF ENGINEER AND ARCHITECT. DIAPHRAGMS SHALL BE EITHER DESIGNED FOR THE HORIZONTAL UNIT Addition & Pool SHEAR FORCE EQUIVALENT TO THE SHEATHING ATTACHMENT INDICATED 610.10 ONE ROW OF BRIDGING SHALL BE PROVIDED AT CENTER LINE OF JOIST OR FULLY SHEATHED BY STRUCTURAL WOOD PANELS ATTA SHED AS SPAN OR AS INDICATED ON THE DRAWINGS. SPECIFIED FOR THE DIAPHRAGM IN WHICH THE TRUSS IS INSTALLED. 610.11 PRESSURE TREAT WITH WATER-BORNE PRESERVATIVES ALL LUMBER FOR 620.13 ALL PLYWOOD PANELS SHALL COMPLY WITH THE WIND UPLIFT SILL PLATES AND OTHER WOOD WHICH MAY BE EXPOSED TO WEATHER OR REQUIREMENTS OF NM519[NM520] FOR FULLY-WIND-RESISTIVE ROOF EARTH. PRESSURE TREATMENT SHALL COMPLY WITH REQUIREMENTS OF ASSEMBLIES COMPLYING WITH UL CLASS 90 CLASS IFICATIO J. ISSUE AWPA STANDARDS C2 AND LP-22. no . date description 610.12 ALL"MICROLLAM" LUMBER SHALL BE MANUFACTURED BY THE'TRUSS JOIST, 1 4-24-15 DEP PERMIT SET A WEYERHAEUSER BUSINESS'OR AN APPROVED EQUIVALENT MANUFACTURER WITH AT LEAST THE FOLLOWING MINIMUM DESIGN 2 10-01-15 PERMIT SET STRESSES: A. Fb(BENDING) 2600 PSI B. Fv(SHEAR) 285 PSI C. Fc(COMPRESSION PARALLEL TO GRAIN) 2500 PSI D. Fc(COMPRESSION PERPENDICULAR TO GRAIN) 750 PSI E. E 1,900,000 PSI 610.13 PROVIDE MINIMUM 4" BEARING FOR ALL"MICROLLAM"MEMBERS. 610.14 PROVIDE NAILING PATTERN IN COMPLIANCE WITH THE DESIGN BUILDING REVISIONS CODE'S RECOMMENDED FASTENING SCHEDULE WHEN JOINING TWO OR no . date description MORE FRAMING MEMBERS. 610.15 PROVIDE DOUBLE JOISTS OR SOLID BLOCKING AT 24"ON CENTER UNDER ALL PARTITIONS. 610.16 ALL WOOD JOISTS BEARING ENDS SHALL BE ANCHORED TO SUPPORT IN WOOD FRAMING WITH A TYPE A34 FRAMING ANCHOR,AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. 610.17 ALL WOOD JOIST OR HEADERS ENDS WHICH FRAME INTO BEAMS SHALL BE Scale: HUNG WITH THE FOLLOWING JOISTS HANGERS,AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC., OR WITH APPROVED SUBSTITUTES Project No.: 1404 WITH THE FOLLOWING WORKING LOAD CAPACITIES. Drawn by: DCO JOIST SIMPSON LOAD Checked by: MJK SIZE HANGER CAPACITY Sheet Title 2X6 U26 705 LBS. 2X8 U26 705 LBS. GENERAL 2X10 U210 1,175 LBS. 2X12 U210 1,175 LBS. NOTES 2-2X6 HU26-2 990 LBS. 2-2X8 HU28-2 1,303 LBS. 2-2X10 HU210-2 1,666 LBS. 2-2X12 HU212-2 2,016 LB Sheet Number 610.18 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. HOWEVER,THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTANCE AND THE CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIED DETAILS SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES. PERMIT SET ,y fi r RICHARD SKINNER & ASSOCIATES, ARCHITECTS 3'•0"X7'-0"X2'-0" DEEP 2245 St Johns Avenue Jacksonville,FL 32204 107 rl 03\U, rl 04*N6, CONCRETE PILE CAP TYP 904.387.6710 www.rs-architects.com S-2.5 S-2.3 S-2.4 WITH (3)#5 TOP AND BOTTOM License#AA26001539 AND#3 TIES AT 8"OC 2'-6"WIDE X 2'-0"DEEP TOP OF PILE CAP CONCRETE GRADE BEAM TYP EL+17.21'NGVD, +16.11'NAVD WITH(3)#5 TOP AND BOTTOM '-0" Consultants r———____—_—_ _____________ 2"CONCRETE SLAB WITH AND#3 TIES AT 8"OC 7 5AY1 ATLANTIC ENGINEERING SERVICES 17 6X6-W1.4XW1.4 WWM TOP OF GRADE BEAM r-—————————— ———————————-I I ON VAPOR BARRIER EL+17.21'NGVD,+16.11'NAVD 6501 Arlington Expressway ! _ 14 DIA AUGERCAST PILE I I ON COMPACTED FILLBuilding B, Suite 201 105 I I '-0" �. TYP . Jacksonville, FL 32211 PH:904.743.4633 FX:904.725.9295 314-066 I f - L---------- -----------J L — ————————————————————— ———— -- ——————— 7 FL COA #791 SC COA #1691 HSS3X3X3/16 WITH �——— - 3/4"X5"X7"BASE PLATE AND(1)3/4"DIA ADHESIVE I I ANCHORS 6 3/4"EMBED I I I I I INTO EXISTING FOOTING I0orI I CJ I I I I I I I I I 101 I I I I I I CONCRETE PIER S-2.1 I I CJ• • — • • • • I I I 12"X24"WITH (8)#9 VERTICAL I I I I I I I AND#3 TIES AT 12110C CO NCRETH (10) E PIER VERTICAL AND 8"UNREINFORCED CMU I I I HSS3X3X3/16 ON 1 I II I TOP OF CONCRETE WALL I I CJ I I • • • #3 TIES AT 8110CI I I I I WITH 314"X5"X9"BASE I • ' ' ' � e PLATE AND (2)3/4"DIA I 18" UNREINF RCED CMU 1 • 1 ! ADHESIVE ANCHORS I ION 2'-0"WI I 1E X 1'-4" DEER CONCRETE FOOTING WIT I 1 I I 6 3/4"EMBED ► 14 #4 CON AND#3 TIES 11 (4-LOCATIONS) I IAT 24110C I' 1 L--- CJ I I _- I 1 108 Z110-9 MARK J KEISTER PE 314"X5"X9" BASE PLATE 6 3 435 HSS3X3X3/16 WITH 2)3/4-DIA ADHESIVE I 2X BEARING WALL I 1 ( I I I S-2.6 I I I S-2. AND " f AND CONCRETE CURB ( II I I I I I 8" TO REM ED U WITH#5 AT 4'-0"OC ANCHORS 6 3/4"EMBED ——— ——— ——— —— ——— ——— — — —— — v ICJ I I I I EXISTING CMU PIER AT JAMB AND AT WALL INTO EXISTING FOOTING { I ——— ——— — — —————— ——— —— — — —— I I I AND FOUNDATION INTERSECTIONS. FILL I I I I IREINFORCED CELLS AND 102ANDREWS - 1 I I I f 110 ALL CELLS BELOW GRADE I I I N.6' SOLID WITH 3000 PSI GROUT S_2.2 LAMBROU ' I I EXIS G CO RETE I I I I 1 I HSS7X7X3/8 WITH S ON G DE I I EXISTING CONCRETE WALL I I I I r 3/4"X8"X13" BASE PLATE 1 I 1 AND FOUNDATION I I I I I WITH(2)3/4"X 1'-6"ANCHOR RESIDENCE I 1 I I I I I BOLTS WITH DOUBLE NUTS I I I I I I AND PLATE WASHER I I L _____________J i i I I---► (4-LOCATIONS) 1303 Beach Ave I IE3 Atlantic Beach, Florida 32233 I I f I I I I I �-- --- --- --- --- --- --- �— -- --- --- --- --- --- — — --- -� I I I j j I EXISTING CMU PIER HSS3X3X3/16 WITH I I ( AND FOUNDATION Main House 3/4"X5"X7"BASE PLATE I I I I I Addition & Pool AND(1)3/4"DIA ADHESIVE I I 1 1 I I I ANCHORS 6 3/4"EMBED ( I r INTO EXISTING FOOTING I I L- ___ --- ___ _� L_____ _____J --- --- --- --- --- --- — — --- L--------------------------- — ---------------------------------------1 ISSUE no .date description 1 4-24-15 DEP PERMIT SET 2 110-01-15 PERMIT 5ET FOL NDATION/GARAGE FLOOR PLAN SCALE: 1/4"= V-0- NOTES: 1. GROL ND FLOOR EL+14.54'NGVD, +13.44 NAVD. REVISIONS no .date description Scale: Project No.: 1404 Drawn by: DCO Checked by: MJK Sheet Title GARAGE FLOOR PLAN Sheet Number 1 • PERMIT SET HSS COLUMN I 1/2"X4"X6"BASE PLATE WITH (1)3/4"DIA X 1'-0" ANCHOR BOLTS WITH DOUBLEA, - NUTS AND PLATE WASHER 3/16 V »... C8X11.5 04 2X10 CONT WITH .. .,. 5/8"DIA BOLTS AT 16"OC RICHARD SKINNER JOIST HANGER & ASSOCIATES, ARCHITECTS 107103 r04 2245 St Johns Avenue Jacksonville,FL 32204 S-2.5 S-2.3 S-2.4 904.387.6710 www.rs-architects.com License#AA26001539 II III o 0 Ali i X N Consultants N .. I 0 ATLANTIC ENGINEERING SERVICES ❑ ❑ ❑ ❑ 6501 Arlington Expressway 2X10 BLOCKING Building B, Suite 201 105 Jacksonville, FL 32211 --i-o 2X6 AT 16"O AT 24"OC PH:904.743.4633 FX:904.725.9295 N r -066 FL4COA #791 SC COA #1691 ' I I v I I I I I I IL C8X11.5 90 I O BEARING WALL N I I I I I TO BE REMOVED 101 N I I I I I c o S-2.1 N t7 I I I I I I ch x ao N Z I I I I I 3: IX 10 AT 16"OC N X I I I -- x I I I I l LU WlOX22 I I I Seal I 3/4"PLYWOOD pp- EXISTING 2X8 AT 16"OC I I SHEATHING 1 1 _. _ _...__ I I I I 0 I I 1 1 I I I I EXISTI ___ f J C8X11.5 X o `� L J N I C7 I I I! I IEXISTING Z I ICMU 8"X16 N I I I v t (PIER MARK J KEISTER PE 374 X 1 1 I 0 I I N I I I1 1 109 110 108COP r------------- -------------� X I I I I I N.6 .6,S-2S-2.6 1 W10X12 I I I Q 1 Ov I I N 1 IEXISTING I I I I 1 1 `'' ANDREWS - I I z 1 12-2X6 102 I I I I i 1 I I 11 - I I S-2.2 / o a I W 1 IEXISTING 2 I I LAMBROU N f ICMU 8"X16" S-3.1 I I I I I I CO RESIDENCE (PIER zEXISTING 1 16-1 I I t I ... I I ADD(1) 2X12 w I �-----___________� EACH s DE ; i �- ---- ------ ------ --- �' 1303 Beach Ave W8X15 II 6"CONCRETE POOL SHELL Atlantic Beach Florida 0 i l WITH#3 AT 6"OC EACH WAY I f 11 32233 0 CONCRETE BEAM 21-6"X1'-6" m I I x WITH (3)#5 TOP AND BOTTOM EXISTING 2X8 AT 16"OC ._ EXISTING 2 ;8 A 16"OC I L ., EXISTING 2X8 AT 16"OC 1 0 1 j 3'-0" 8'-0" 3'-0" AND#3 TIES AT 12"OC �r I z I I i i i i 14'-0" Main House w i icMu s�x1s" Addition & Pool X I I I I I I P I E R ISSUE no .date description 1 4-24-15 DEP PERMIT 5ET 2 10-01-1 5 PERMIT 5ET FIRST FLOOR FRAMING PLAN SCALE: 1/4"= 1'-0" NOTES: 1. FIRST FLOOR EL+22.97'N VD, +21.87 NAVD. REVISIONS no . date description Scale: Project No.: 1404 Drawn by: DCO Checked by: MJ K Sheet Title FIRST FLOOR FRAMING PLAN Sheet Number PERMIT SET ol RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2X4 AT 16 110C 2245 St Johns Avenue Jacksonville,FL 32204 904.387.6710 www.rs-architects.com 104 103 License#AA26001539 S-2.3 S-2.4 Consultants 2X10 RAFTERS AT 16110C ATLANTIC ENGINEERING SERVICES WITH 2X8 COLLAR TIE J J (3)2X6 L J (3)2X6 '- 6501 Arlington Expressway Building B, Suite 201 rl5 Jacksonville, FL 32211 S-2.5 I N N 1 PH:904.743.4633 FX:904.725.9295 314-066 I � NI FL COA #791 SC COA #1691 pi -- ------------------ 4 { 614 AT 16"O --- -I I I J (212 2 I I I I 2X6 AT 16"OC111 Fr I I 101 I I 2X12 AT 16110C 2X10 AT 16110C 11 II X z X I 3 2X8 CV) _J V I Iv� I I 00 I f fi lN Sea Q CO I I o I I OC 1-O 2X6 AT 16 X1 AT 16"O X II0414 a I fi IN J I I I 2X12 AT 6"OC2.1 --Z=30X1-114_—==— ---___ —— ------ ----------- C� ---- -- ———— ----------- -T � II I II O II F- > I v MARK J KEISTER PE 37435 N { { 2X6 AT 16 OC p r I r 109 110 Y108s� II II X I I IN X I I QS-2.6 S-2.6 (3)2X8 M 2X 12 Al16"OC I { X ch �10 > Ili N Z I l EXISTI G 2X6 CEILING ANDREWS - { I _ I 102 qdl S-2.2 T- LAMBROU { I 2X6 AT 16"OC X NQ I U z� , fi RESIDENCE a.. I I U)° I i � � w I i tx 1303 Beach Ave o ___________ -__-J� 3 13/4"X11 1/4L L N Atlantic Beach, Florida waxl � II o 32233 z X N I I w p I 2X12 AT 16"OC 2X8 AT 16 OC U co N QIN Main House z L � �� i=o '� Addition & Pool C/)n N II X W L L —————————_—_—_—_—_—_—_—_—_—_—_—_—_ —_ _ —_—_ (3)2X10 ❑�� (3) X10 (3)2X10 2X8 AT 16110C ISSUE Llow no . date description 1 4-24-15 DEP PERMIT SET 2 10-01-1 5 PERMIT 5ET SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" NOTES: 1.SECO qDFL R L+3 0'NGVD, +31.30 NA D. REVISIONS no . date description Scale: Project No.: 1404 Drawn by: DCO Checked by: MJK Sheet Title SECOND FLOOR FRAMING PLAN Sheet Number • PERMIT SET r RICHARD SKINNER & ASSOCIATES, ARCHITECTS 103 104 2245 St Johns Avenue Jacksonville,FL 32204 904.387.6710 www.rs-architects.com S-2.3 S-2.4 - License#AA26001539 Consultants ATLANTIC ENGINEERING SERVICES ROOF BELOW 6501 Arlington Expressway los Building B, Sutte 201 ———————— Jacksonville, FL 32211 S-2.5 PH:904.743.4633 FX:904.725.9295 314-066 _ ___ _ I _ _ _ __ _ __ 1 _ _ __ _ __ _ FL COA #791 SC COA #1691 IfT-- I II II v I I I I I O -� 2X10 FTERS AT 16"OC r — ----, I H rib N N 1 1 { I X I ri1 I { I I J 2 <6 Al 1 i I S-2.1 X1 RID E B M 2X1 R E B M y (3)2X10 I I 1 1 � 1 + 11 X 21<6 A 1 r �— --- J I C7 M O N 1 r- I e X X N �'- `' DECK BELOW N I I co N ! O II II W N ---w ------------ _ ---- --- 3 ----- — — — — — — _ �2 10 _ _ J I I I0 C14Il II ¢ II { II MARK J KEISTER PE 37435 2X6 FTERS AT 16-10CN I I I I I 2X10 RAFTERS AT 16"OC 109 110 108 WITH 2X8 COLLAR TIE �-�- I I rn { I �... I S-2.6 S-2,6 S-2.6 3 2X10 -� 1 1 O en II ? rl02 ANDREWS - { I o I LU S_2.2 LAMBROU II O 11 U N I RESIDENCE 2X10 RAFTERS AT 16"OC I 2X8 RAFTERS AT 16 OC 1 1 I I N i t X 1 1303 Beach Ave Atlantic Beach, Florida I I1 i 1 32233 ROOF BELOW 11 — -- — — -- — ---- — -- — — — — Main House Addition & Pool 2X10 RAFTERS AT 16"OC ROOF BELOW ISSUE no .date description 1 4-24-15 DEP PERMIT 5ET 2 10-01-15 PERMIT SET ROOF FRAMING PLAN SCALE: 1/4"= 1'-0" , REVISIONS no .date description Scale: Project No.: 1404 Drawn by: DCO Checked by: MJ K Sheet Title ROOF FRAMING PLAN Sheet Number • PERMIT SET SIMPSON LS90 FRAMING rya ANCHOR AT EACH ROOF JOIST ' 2X BLOCKING BETWEEN RICHARD SKINNER EACH ARCHITECTS SIMPSON LS90 FRAMING EACH RAFTER SIMPSON A35 FRAMING ANCHOR EACH SIDE AT SIMPSON H2.5A HURRICANE 2245 St Johns Avenue Jacksonville,FL 32204 ANCHOR AT EACH BRIDGING EACH JOIST TIE AT EACH ROOF JOIST 904.387.6710 www.rs-architects.com SIMPSON H2.5A HURRICANE MEMBER 2X RAFTER TIE AT EACH ROOF OUTRIGGERS 2X RIDGE BEAM 2X BLOCKING BETWEEN License#AA26001539 2X BLOCKING BETWEEN2X10 BRIDGING AT 24"OC (4) 10d NAILS EACH RAFTER EACH OUTRIGGER SIMPSON A34 FRAMING WITH SIMPSON LS90 2X RAFTER ANCHOR AT EACH OUTRIGGER EACH END SIMPSON RSP4 STUD Consultants PLYWOOD SHEATHING VALLEY BEAM BEYO D PLATE AT EACH STUD ATLANTIC ENGINEERING SERVICES TOP AND BOTTOM 6501 Arlington Expressway 2X4 AT 16"OC Building B, Suite 201 WOOD BEAM 2X4 AT 16"OC Jacksonville, FL 32211 2X4 OUTRIGGERS SIMPSON RSP4 STUD PH:904.743.4633 FX:904.725.9295 AT 16"OC 2X4 AT EACH 2X CEILING JOIST PLATE AT EACH STUD 314-066 CEILING JOIST TOP AND BOTTOM FL COA #791 SC COA #1691 SIMPSON H2.5A HURRICANE I _ _ _ _ — — — _____ 31-0% TIE AT EACH ROOF JOIST 2X BLOCKING BETWEEN 2X CEILING JOIST EACH OUTRIGGER (2)2X6 TOP AND BOTTOM LS70 SIMPSON LPT4 FRAMING •• (2)2X4 CONT WITH WITH 5/8"DIA BOLTS PLATE AT 16"OC SIMPSON LPT4 FRAMING 2X BLOCKING BETWEEN 5/8"DIA BOLTS AT 32"OC AT 32"OC ALTERNATE PLATE AT 16"OC EACH RAFTER ALTERNATE SIDE TO SIDE SIDE TO SIDE •• 2X CEILING JOIST 2X8 OUTRIGGERS WITH ' (3) 10d NAILS AT 8"OC 2X8 AT 16"OC I STEEL BEAM I SIMPSON H2.5A HURRICANE TIE AT EACH ROOF JOIST WOOD BEAM S SIMPSON RSP4 STUD PLATE I AT EACH STUD TOP AND BOTTOM I 2X12 BRIDGING AT 24"OC MARK J KEISTER PE 37435 2X10 BRIDGING AT 24"OC WITH LS90 EACH END SIMPSON H2.5A AT EACH WITH SIMPSON LS90 1/2"PLYWOOD SHEATHING EACH END STEEL BEAM WITH OUTRIGGER (2)2X8 EACH SIDE AND SIMPSON A35 FRAMING 2X BLOCKING BETWEEN ANDREWS - 5/8"DIA BOLTS AT 24"OC ANCHOR AT EACH OUTRIGGER EACH OUTRIGGER 0 P C D D LAMBROU - - - - - - - - - - - - - 7 - - - - - - - - - - - - - 2 X _ FLOOR JOIST 2X OUTRIGGER RESIDENCE 2X FLOOR JOIST K STEEL BEAM WITHI SIMPSON RSP4 STUD PLATE 1303 Beach Ave (2)2X6 EACH SIDE AND 2X FLOOR JOIST AT EACH STUD TOP AND BOTTOM _ 518 DIA BOLTS AT 24110C Atlantic Beach, Florida EXISTING WOOD BEAM 32233 CEILING JOIST I I I Main House I I Addition & Pool SIMPSON A35 AT EACH BRIDGING MEMBER I STEEL BEAM WITH STEEL BEAM WITH (2)2X6 EACH SIDE AND (2)2X6 EACH SIDE AND 518"DIA BOLTS AT 24"OC 5/8"DIA BOLTS AT 24"OC ISSUE 2X10 BRIDGING AT 24"OC 2X10 BRIDGING AT 24"OC I no . date description WITH SIMPSON LS90 WITH SIMPSON LS90 2X6 CONT WITH 5/8"DIA BOLTS 1 4-24-15 DEP PERMIT SET EACH END EACH END AT 32"OC ALTERNATE 2 110-01-15 PERMIT 5ET SIDE TO SIDE I F -T PT2X8 WITH 1/2"DIA X 1'-0" I EXISTING EXISTING ' ANCHOR BOLTS WITH FLOOR JOIST FLOOR JOIST EXISTING STEEL BEAM WITH (1)2X8 DOUBLE NUTS AND OUTSIDE AND(2)2X8 INSIDE PLATE WASHER AT 48"OC EXISTING WOOD EXISTING WOOD FLOOR JOIST FINISH GRADE STUD WALL STUD WALL �. WITH 518"DIA BOLTS AT 24"OC 2X12 BRIDGING AT 24"OC • 16"CMU BOND BEAM • a REINF WITH (4)#5 CONT WITH SIMPSON LS90 FRAMING REVISIONS ANCHOR EACH END EXISTING no .date description CONCRETE ALL CMU WALL GROUTED SOLID EXISTING " CONCRETE GRADE BEAM CONCRETE FOOTING • a 'a Scale: EXISTING Project No.: 1404 CONCRETE SLAB Drawn by: DCO Checked by: MJK EXISTING CONCRETE WALL Sheet Title EXISTING SECTIONS CONCRETE FOOTING EXISTING CONCRETE FOOTING Sheet Number SECTION 101 SCALE: 1/2"= 1'-0" �21 � • PERMIT SET R # 4 # SIMPSON LS90 FRAMING ANCHOR AT EACH ROOF JOIST . RICHARD SKINNER & ASSOCIATES, ARCHITECTS SIMPSON H2.5A HURRICANE SIMPSON H2.5A HURRICANE TIE AT EACH ROOF JOIST TIE AT EACH ROOF JOIST 2245 St johns Avenue Jacksonville,FL 32204 PLYWOOD SHEATHING 904.387.6710 www.rs-architects.com 2X RIDGE BEAM License#AA26001539 2X BLOCKING BETWEEN EACH RAFTER 2X RAFTER SIMPSON RSP4 STUD SIMPSON RSP4 STUD Consultants PLATE AT EACH STUD PLATE AT EACH STUD ATLANTIC ENGINEERING SERVICES TOP AND BOTTOM TOP AND BOTTOM 6501 Arlington Expressway (2)2X10 CONT uite 201 2X4 AT 16"OC Building Jacksonville,viilile,SFL 32211 SIMPSON H2.5A HURRICANE (4) 10d NAILS PH:904.743.4633 FX:904.725.9295 TIE AT EACH ROOF JOTS 2X CEILING JOIST 314-066 FL COA #791 SC COA #1691 2X BLOCKING BETWEEN 3�Oh EACH RAFTER 2X BLOCKING 2X BLOCKING I ' HANGER BETWEEN EACH BETWEEN EACH SIMPSON LPT4 FRAMING \ , CEILING JOIST CEILING JOIST PLATE AT 16"OC 2X BLOCKING BETWEEN AT EACH RAFTER �•• (2) 1 3/4X16 LVL CUT INTO ARCH BEAM 2X8 AT 16"OC \ •.• EACH RAFTER SEE ARCH DRAWINGS 2X8 OUTRIGGERS WITH SIMPSON LPT4 FRAMING (3) 10d NAILS AT 8"OC PLATE AT 16"OC SIMPSON H2.5A HURRICANE TIE AT EACH ROOF JOIST Se SIMPSON RSP4 STUD PLATE AT EACH STUD TOP AND BOTTOM CONT 2X10 WITH (6) 10d NAILS AT EACH STUD SIMPSON LS70 AT EACH ROOF JOIST 1/2"DIA X 4"LAG BOLTS AT 32110C MARK J KOSTER PE 37435 1/2"D[A X 4"LAG BOLTS 1/2"DIA X 4"LAG BOLTS 2X8 AT 16"OC 2X SLEEPERS AT 32110C AT 32110C SIMPSON R.5A AT EACH AT 16"OC DOUBLE 13/4"RIM BOARD WOOD BEAM SIMPSON A35 FRAMING 2X BLOCKING BETWEEN ANCHOR AT EACH OUTRIGGER ANDREWS - SIMPSON H2.5A HURRICANE EACH OUTRIGGER TIE AT EACH ROOF JOIST 2X BLOCKING BETWEEN 11 LJ MBR EACH RAFTER � � � 10 1 r� - - - - - - - - - - - - - RESIDENCE 2X FLOOR JOIST 2X OUTRIGGER SIMPSON A35 FRAMING SIMPSON RSP4 STUD PLATE 1303 Beach Ave ANCHOR AT EACH WOOD BEAM FLOOR JOIST 2X FLOOR JOIST AT EACH STUD TOP AND BOTTOM Atlantic Beach, Florida HANGER EXISTING WOOD BEAM 32233 AT EACH CEILING JOIST CEILING JOIST 2X FLOOR JOISTS AND EXISTING 2X CEILING JOISTS Main House Addition & Pool EXISTING 2X WALL I ISSUE no . date description 2X6 CONT WITH 5/8"DIA MOLTS 1 4-24-15 DEP PERMIT SET AT 32"OC ALTERNATE EXISTING SIDE TO SIDE 2 10-01-151 PERMIT SET FLOOR JOIST { EXISTING EXISTING WOOD FLOOR JOIST STEEL BEAM WITH(1)2X8 REINFORCED WOOD STUD WALL EXISTING OUTSIDE AND(2)2X8 INSIDE BEAM BEYOND EXISTING WOOD FLOOR JOIST WITH 5/8"DIA BOLTS AT 24"OC .04 2X6 WOOD CRIPPLE STUD WALL AT ADDED BEAM WITH 2X12 BRIDGING AT 24110C 10d NAILS AT 6"OC WITH SIMPSON LS90 FRAMING REVISIONS EXISTING ANCHOR EACH END no . date description CONCRETE WALL EXISTING FINISH GRADE CONCRETE FOOTING Scale: EXISTING Project No.: 1404 CONCRETE SLAB Drawn by: DCO Checked by: MJK EXISTING Sheet Title CONCRETE WALL EXISTING SECTIONS CONCRETE FOOTING EXISTING CONCRETE FOOTING Sheet Number SECTION 102 SCALE: 1/2"= V-0" �2. • PERMIT SET � E ' w 10. ,n u RICHARD SKINNER & ASSOCIATES, ARCHITECTS SIMPSON A34 FRAMING SIMPSON A35 FRAMING ANCHOR AT EACH OUTRIGGER 2245 St Johns Avenue Jacksonville,FL 32204 ANCHOR AT EACH BRIE GING 904.387.6710 www.rs-architects.com MEMBER SIMPSON H2.5A HURRICANE TIE AT EACH ROOF OUTRIGGERS License#AA26001539 2X10 BRIDGING AT 24" C WITH SIMPSON LS90 PLYWOOD SHEATHING 2X BLOCKING BETWEEN EACH END Consultants EACH OUTRIGGER ATLANTIC ENGINEERING SERVICES 6501 Arlington Expressway Building B, Suite 201 Jacksonville, FL 32211 2X RAFTER SIMPSON RSP4 STUD PH:904.743.4633 FX:904.725.9295 PLATE AT EACH STUD 2X4 OUTRIGGERS 314-066 TOP AND BOTTOM AT 16110C FL COA #791 SC COA #1691 2X CEILING JOIST Sea (2)2X10 WITH (4) 10d NAILS CONT 2X10 WITH AT EACH STUD (6) 10d NAILS SIMPSON A34 FRAMING AT EACH STUD ANCHOR AT EACH OUTRIGGER SIMPSON LS70 MARK J KEISTER PE 37 35 SIMPSON H2.5A HURRICANE AT EACH ROOF JOIST TIE AT EACH ROOF OUTRIGGERS LS50 EACH SIDE 2X BLOCKING BETWEEN AT EACH FLOOR JOIST 2X8 AT 16"OC EACH OUTRIGGER I ANDREWS - (4) 10d NAILS LAMBROU SIMPSON H2.5A HURRICANE _------ TIE AT EACH ROOF JOIST RESIDENCE 2X4 OUTRIGGERS 2X FLOOR JOIST AT 16"OC 2X RAFTER STEEL BEAM WITH SIMPSON RSP4 STUD SIMPSON MSTA15 WOOD BEAM (3)2X6 EACH SIDE AND PLATE AT EACH STUD AT 16110C 1303 Beach Ave 5/8"DIA BOLTS AT 24"OC TOP AND BOTTOM Atlantic Beach, Florida 2X BLOCKING WOOD BEAM 32233 AT EACH FLOOR JOIST EXISTING STUD WALL Main House Addition & Pool STEEL BEAM WITH ISSUE (2)2X6 EACH SIDE AND no . date description 5/8"DIA BOLTS AT 24"OC 1 4-24-15 DEP PERMIT 5ET STEEL BEAM WITH STEEL BEAM WITH 2 10-01-15 PERMIT 5ET (2)2X8 EACH SIDE AND (2)2X8 EACH SIDE AND 5/8"DIA BOLTS AT 24"OC 5/8"DIA BOLTS AT 24"OC (1)2X8 AT ELEVATOR 1 SIMPSON LPT4 AT 16110C EXISTING I EXISTING EXISTING FLOOR JOIST FLOOR JOIST FLOOR JOIST 1/2"DIA X 4"LAG BOLTS HANGER HANGER 2X8 BRIDGING AT 24110C AT 32110C— AT EACH FLOOR JOIST AT EACH FLOOR JOIST WITH SIMPSON LS70 EACH END REVISIONS SIMPSON RSP4 STUD no .date description PLATE AT EACH STUD TOP AND BOTTOM EXISTING WOOD EXISTING STUD WALL STUD WALL 1/2"DIA ADHESIVE ANCHORS EXISTING AT 48"OC 6"EMBED CONCRETE WALL Scale: EXISTING Project No.: 1404 CONCRETE SLAB Drawn by: DCO Checked by: MJK EXISTING Sheet Title CONCRETE FOOTING177— SECTIONS EXISTING EXISTING CONCRETE FOOTING CONCRETE FOOTING Sheet Number SECTION ri3 - • SCALE: 1/2" = V-0" S-2.3 PERMIT SET d My"N 1 g RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville,FL 32204 904.387.6710 www.rs-architects.com License#AA26001539 SIMPSON LS90 FRAMING ANCHOR AT EACH ROOF JOIST 2X RIDGE BEAM Consultants SIMPSON A34 FRAMING 2X6 RAFTERS SIMPSON A34 FRAMING ATLANTIC ENGINEERING SERVICES ANCHOR AT EACH OUTRIGGER PLYWOOD SHEATHING /—ANCHOR AT EACH OUTRIGGER 6501 Arlington Expressway Building B, Suite 201 SIMPSON H2.5A HURRICANE SIMPSON H2.5A HURRICANE Jacksonville, FL 32211 TIE AT EACH ROOF OUTRIGGERS (4) 10d NAILS TIE AT EACH ROOF OUTRIGGERS PH:904.743.4633 FX:904.725.9295 314-066 2X BLOCKING BETWEEN __ __ 2X BLOCKING BETWEEN FL COA #791 SC COA #1691 EACH OUTRIGGER EACH OUTRIGGER HANGER 2X6 COLLAR TIES AT EACH ROOF JOIST AT 16110C VALLEY WOOD BEAM 2X RAFTER SIMPSON RSP4 STUD 2X4 OUTRIGGERS PLATE AT EACH STUD 2X4 OUTRIGGERS AT 16110C SIMPSON RSP4 STUD TOP AND BOTTOM AT 16110C PLATE AT EACH STUD TOP AND BOTTOM 1/2"PLYWOOD SHEATHING Se CONT 2X10 WITH (6) 10d NAILS AT EACH STUD \ 1/2"DIA X 4"LAG BOLTS SIMPSON LS70 AT 32010C— AT EACH ROOF JOIST MARK J KEISTER PE 3 435 SIMPSON MSTA30 2X FLOOR JOIST 2X8 AT 16"OC AT EACH STUD 2X SLEEPERS AT 16"OC SIMPSON H2.5A HURRICANE ANDREWS - TIE AT EACH ROOF JOIST -------------- ------ --- 2X BLOCKING BETWEEN LAMBROU _ PROVIDE SOLID BLOCKING EXISTING EACH RAFTER RESIDENCE� � � � � a AT EACH FLOOR JOIST CEILING JOIST EXISTING SIMPSON A35 FRAMING 1303 Beach Ave SIMPSON RSP4 STUD 2X FLOOR JOIST CEILING JOIST ANCHOR AT EACH PLATE AT EACH STUD FLOOR JOIST WOOD BEAM WOOD BEAM Atlantic Beach, Florida TOP AND BOTTOM WOOD BEAM 2X FLOOR JOISTS 32233 AND EXISTING 2X CEILING JOISTS EXISTING STUD WALL Main House Addition & Pool ISSUE no . date description 1 4-24-15 DEP PERMIT SET SIMPSON A34 AT EACH 2 10-01-15 PERMIT SET - FLOOR JOIST SIMPSON LPT4 AT 16"OC i i EXISTING PT2X8 WITH 1/2"DIA X V-0" FLOOR JOIST ANCHOR BOLTS WITH EXISTING DOUBLE NUTS AND FLOOR JOIST PLATE WASHER AT 48"OC 4: SIMPSON LPT4 AT 16"0C L EXISTING WOOD BEAM 16"CMU BOND BEAM WITH ADDED 2X REINF REINF WITH (4)#5 CONT FINISH GRADE REVISIONS CONCRETE SLAB CMU WALL no . date description GROUTED SOLID v• CONCRETE FOOTING Scale: Project No.: 1404 Drawn by: DCO Checked by: MJK SECTION 104% Sheet Title SCALE: 1/2"= 1'-0° S-2.4 SECTIONS Sheet Number • PERMIT SET I RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St Johns Avenue Jacksonville,FL 32204 904.387.6710 www.rsarchitects.com License#AA26001539 Consultants SIMPSON A35 FRAMING ATLANTIC ENGINEERING SERVICES ANCHOR AT EACH OUTRIGGER 6501 Arlington Expressway Building B, Suite 201 SIMPSON H2.5A HURRICANE 2X ROOF JOIST Jacksonville, FL 32211 106 TIE AT EACH ROOF OUTRIGGERS PH:904.743.4633 FX:904.725.9295 S-2.5 314-066 2X BLOCKING BETWEEN FL COA #791 SC COA #1691 SIMPSON LS70 FRAMING 2X10 RIDGE BEAM EACH OUTRIGGER WOOD LINTEL ANCHOR AT EACH ROOF JOIST SIMPSON H2.5A HURRICANE \% ; 2X8 LEDGER WITH 2X8 ROOF JOIST TIE AT EACH ROOF JOIST Im (4) 10d NAILS AT 16 110C 2X BLOCKING BETWEEN AT EACH STUD EACH RAFTER 2X4 OUTRIGGERS AT 16"OC SIMPSON RSP4 STUD SIMPSON RSP4 STUD PLATE AT EACH STUD PLATE AT EACH STUD TOP AND BOTTOM TOP AND BOTTOM Se SIMPSON LS90 FRAMING ANCHOR AT EACH ROOF JOIST 2X4 AT 16"OC WITH (\ JOIST HANGER EACH END JOIST HANGER 2X4 LEDGER WITH 2X4 LEDGER WITH 2X4 AT 16"OC (3) 10d NAILS SIMPSON A35 MARK J KEISTER PE 37435 (3) 10d NAILS 2X RIDGE BEAM (4) 10d NAILS AT EACH STUD-- FRAMING ANCHOR AT EACH STUD 2X RAFTER 3, 2X COLLAR TIE SIMPSON LPT4 � . ANDREWS - AT 16110C ••\ /• 2X BLOCKING BETWEEN i • EACH RAFTER LAMBROU 2X8 OUTRIGGERS WITH • (3) 10d NAILS AT 8010C ••-%' '� • SIMPSON H2.5A HURRICANE 2X FLOOR JOIST RESIDENCE ® TIE AT EACH ROOF JOIST 1303 Beach Ave Atlantic Beach, Florida WOOD BEAM 32233 SECTION 106 SCALE: 1/2"= 1'-0" S-2.5 Main House WOOD POST BEYOND Addition & Pool EXISTING STUD WALL ISSUE SIMPSON RSP4 STUD PLATE AT EACH STUD SIMPSON LS50 EACH SIDE no .date description I 4-24-15 DEP PERMIT SET SIMPSON LPT4 AT 16110C 2 10-01-15 PERMIT 5ET JOIST HANGER EXISTING FLOOR JOIST AT EACH JOIST (3)2X6 LINTEL SIMPSON LPT4 AT 16"OC SIMPSON H2.5A 2X FLOOR JOIST STAINLESS STEEL AT EACH STRINGER SIMPSON LS50 AT EACH STRINGER SIMPSON RSP4 STUD 2X12 STRINGERS PLATE AT EACH STUD AT 16"OC TOP AND BOTTOM SIMPSON RSP4 STUD REVISIONS PT2X8 WITH 1/2"DIA PLATE AT EACH STUD no . date description STAINLESS STEEL SIMPSON RSP4 STUD EXISTING ADHESIVE ANCHORS PLATE AT EACH STUD STUD WALL 1/2"DIA ADHESIVE ANCHORS AT 32"OC 2 3/4"EMBED TOP AND BOTTOM AT 48"OC EMBED 6" 1/2"DIA ADHESIVE ANCHORS EXISTING AT 48"OC EMBED 6" WOOD STAIR WITH 2X12 STUD WALL STRINGERS AT 16110C EXISTING SIMPSON LS50 AT EACH 1/2" DIA ADHESIVE ANCHORS CONCRETE SLAB STRINGER WITH(3)1/4"DIA AT 48"OC EMBED 6" TAPCONS INTO CONCRETE WITH PENETRATION 1 112• Scale: EXISTING CONCRETE SLAB Project No.: 1404 EXISTING CONCRETE WALL Drawn by: DCO EXISTING Checked by: MJK CONCRETE FOOTING Sheet Title SECTIONS Sheet Number SECTION 105 SECTION rl7 SCALE: 1/2"= 1'-0" S'2.5 SCALE: 1/2"= 1'-0" �2. • PERMIT SET P RICHARD SKINNER & ASSOCIATES, ARCHITECTS 2245 St johns Avenue Jacksonville,FL 32204 904.387.6710 www.rs-architects.com SIMPSON LS90 FRAMING SIMPSON LS90 FRAMING SIMPSON LS90 FRAMING License#AA26001539 ANCHOR AT EACH ROOF JOIST ANCHOR AT EACH ROOF JOIST ANCHOR AT EACH ROOF JOIST PLYWOOD SHEATHING PLYWOOD SHEATHING PLYWOOD SHEATHING Consultants ATLANTIC ENGINEERING SERVICES (4) 10D NAILS AT EACH (4) 1 OD NAILS AT EACH 6501 Arlington Expressway COLLAR TIE COLLAR TIE Building B, Suite 201 Jacksonville, FL 32211 PH:904.743.4633 FX:904.725.9295 314.066 FL COA #791 SC COA #1691 1/4"CAP PLATE • 2X COLLAR TIE ', 2X COLLAR TIE ' 0 0 SIMPSON H2.5A HURRICANE SIMPSON H2.5A HURRICANE STEEL BEAM TIE AT EACH ROOF JOIST TIE AT EACH ROOF JOIST WOOD BEAM WOOD LINTEL WOOD BEAM Se 2X8 OUTRIGGERS WITH 2X8 OUTRIGGERS WITH 2X8 OUTRIGGERS WITH (3)10d NAILS AT 8-10C (3) 10d NAILS AT 8"O (3) 10d NAILS AT 8110C _ MARK J KEWER PE 3 35 SIMPSON A34 AT EACH RAFTER SIMPSON RSP4 STU SIMPSON A34 AT EACH RAFTER PLATE AT EACH STL D TOP AND BOTTOM ANDREWS - SIMPSON LPT4 FRAMING SIMPSON LPT4 FRAP41NG PLATE AT 16"OC PLATE AT 16"OC LAMBROU o WOOD LINTEL WOOD LINTEL RESIDENCE SEE SCHEDULE SEE SCHEDULE FLOOR JOIST FLOOR JOIST STEEL BEAM 1303 Beach Ave Atlantic Beach, Florida 32233 STEEL COLUMN Main House Addition & Pool ISSUE no . date description 1 4-24-15 DEP PERMIT 5ET SIMPSON RSP4 STUD SIMPSON A34 AT EACH RAFTER SIMPSON RSP4 STU SIMPSON A34 AT EACH RAFTER <TYP 2 10-01-15 PERMIT 5ET PLATE AT EACH STUD PLATE AT EACH STD 5/16 TOP AND BOTTOM TOP AND BOTTOM SIMPSON LPT4 FRAMING SIMPSON LPT4 FRAMING 2"NON-SHRINK GROUT PLATE AT 16"OC PLATE AT 1611 0 C o PT2X8 WITH 1/2"DIA ANCHOR PT2X8 WITH 1/2"DIA ANCHOR o •♦ BOLTS WITH PLATE WASHER - BOLTS WITH PLATE WASHER AND DOUBLE NUTS AT 48"OC FLOOR JOIST AND DOUBLE NUTS T 48"OC FLOOR JOIST C° STEEL BEAM 16"CMU BOND BEAM 16"CMU BOND BEA 0 Z REINF WITH (4)#5 CONT REINF WITH(4)#5 CONT Z a REVISIONS d d, a U) ANCHOR BOLT no .date description CMU WALL a CMU WALL w H GROUTED SOLID GROUTED SOLID CONCRETE PIER CONCRETE GRADE BEAM CONCRETE GRADE BEAM • M CONCRETE PILE a , .� . 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Scale: 14 —77 Project No.. 1404 •• ff ♦ a, PROVIDE 2 Drawn by: DCO ADDITIONAL TIES Checked by: MJK CONCRETE GRADE EAM STANDARD HOOK Sheet Title AUGERCAST PILE SECTIONS Sheet Number SECTION rl8 riSECTION9 SE CTION ri0 SCALE: 1/2"= V-0" S-2.6 SCALE: 1/2"= V-0" S-2.6 SCALE: 1/2"= V-0" \'�26 PERMIT SET — sYltyrac3 ,rya•',` 'ai.Y+M4. 14'-0" A . $ k A• 1 YEA 4" 1'-0" 1'-0" 1'-0" 7'-°112'-°�� RICHARD SKINNER V-6" 4'-0" 1'-6" & ASSOCIATES, ARCHITECTS CONCRETE BEAM REINF WITH(4)#4 CONT AND 2245 St Johns Avenue Jacksonville,FL 32204 CONCRETE BEAM CONCRETE BEAM STONE ON #3 TIES AT 12110C WITH (4)#4 CONT WITH (6)#4 CONT 904.387.6710 www.rs-architects.com CONCRETE SLAB AND#3 TIES AT 12"OC AND#3 TIES AT 12"OC License#AA26001539 _�d •a • ° a • •' A•. — — #3 AT 6°oc _ `: Consultants d, d o _ _ •; d 0 4 ° ATLANTIC ENGINEERING SERVICES —I i�—I�I • .., id. o •' r' t' ♦ a ° ` ' " .''a .a i- 6501 Arlington Expressway 14 d• H ,.a . '. Building B, Suite 201 e Jacksonville, FL 32211 a PH:904.743.4633 FX:904.725.9295 •••d.:p :' , W ' • ••'d •s ti 314-066 •' p', ,• •� :d ! ♦ : :a FL COA #791 SC COA #1691 ♦ •♦ —#3 AT6"OC • •' ( .. • y d .e d• ' v • d ♦ • .d• • • ♦ d a' s d • ;.e• e • •. , '� ','°' • 4. p e °d • Ida • e l ° 41 ° •°• 40 e• . •e. 4A A d'. a ° 'e' G • , ,d, •' y •,. • • ° .• d • °,e • A. :•. :,v .d.. �" • :♦ • d •. • , !'��,. _c`i ° �:ed a .. .° • a ..d° ° •� . .• a ...,. #3 AT 6 OC EACH WAY °. P° :.4 ,' •,�.0 CONCRETE BEAM Se °• ° •. rA • • d :d • s� d� I s.• • •.e e• e ♦' 4 ♦ ,.., • ' A. • ° •; ,.. • ♦'.• d , • • 4- _ °. ,Aq I - A. •. ; . 't A 4' • 14"DIA AUGERCAST PILE d ♦, FT .;; T .. ' CONCRETE BEAM r . ` ° — � MARK J KEISTER PE 37 35 b.•• ri •, #3 AT 6 OC EACH WAY i ! • , ° 4 • CENTERED IA t r _ ° a r: CONCRETE BEAM I •a• • ,, • 4- ,� SECTION ANDREWS - I SCALE: 3/4"= V-0" S'3.1 LAMBROU I I ( ( 14"DIA AUGERCAST PILE -I- T � T RESIDENCE F` I 1303 Beach Ave SECTION I — Atlantic Beach Florida SCALE: 3/4"= 1'-0" �31 32233 Main House Addition & Pool ISSUE no . date description 1 4-24-15 DEP PERMIT 5ET 2 10-01-15 PERMIT 5ET REVISIONS no . date description Scale: Project No.: 1404 Drawn by: DCO Checked by: MJK Sheet Title POOL SECTIONS Sheet Number • PERMIT SET FIELD MOLDED SEALANT ONCRETE BEAM OR FOOTING ONCRETE BEAM OR FOOTING EXPANSION JOINT :-' `.'r t, ..:.,.,, , .* `� •I: -•':. '' f COMP - :'.::. '-"-.'. •-..�y=;-.';. #. BACK-UP �' PREMOLDED INSERT,SAW CUT MATERIAL -• - -. - ' ' 1/4 OR TOOLED JOINT.SAW CUT JOINTS SEE PLAN &COORDINATE CONCRETE SLAB POUR LUSH IN AREAS #4AT12"OC WITHIN 4 HOURS OF CONCRETE TO RECEIVE FLOOR COVERING EW TOP AND W/EQUIP FURNISHED --i'' RICHARD SKINNER SLAB REINFORCING PLACEMENT. USE TOOLED JOINTS NOTE BOTTOM (EQUIP SIZE Z /—PROVIDE ANCHOR BOLTS, :-_;� := & ASSOCIATES, ARCHITECTS FOR ALL EXTERIOR SLABS •' CONCRETE SLAB CONT SHEAR KEY LEVELING CHANNELS, ETC CORNER BARS TO MATCH N N + 1-0 MIN) AS REQUIRED BY EQUIPMENT °'` CORNER BARS TO MATCH -' i. SIZE, QUANTITY AND SPACING p '":.'= SIZE,QUANTITY AND SPACING OF BEAM OR FOOTING REINFORCING 2245 St Johns Avenue Jacksonville,FL 32204 • .• ♦ '. d •,�. e FURNISHED '• OF BEAM OR FOOTING REINFORCING (PROVIDE CLASS' TENSION LAP) 904.387.6710 www.rs-archiwm.com d� p • d • .d .. +3�T3• =. (PROVIDE CLASS"B��TENSION LAP) '-'— ,' L•- ,-777 . ,: ,•., .. ='ti License#AA26001539 Alf - r •'• = V I H•- -•' ' N Consultants VAPOR RETARDER 12" CONCRETE SLAB R' " • ATLANTIC ENGINEERING SERVICES COMPACTED FILL 6501 Arlington Expressway Building B. Suite 201 TYPICAL SLAB TYPICAL CONTRACTION JOINT TYPICAL CONSTRUCTION JOINT TYPICAL CMU BOND BEAM AND TYPICAL CMU BOND BEAM AND Jacksonville, FL 32211 EQUIPMENT PAD PI:904.743.4633 Fk 904.725.9295 IN SLAB ON GRADE DETAIL IN SLAB ON GRADE DETAILFOOTING CORNER REINFORCING DETAIL FOOTING INTERSECTION REINFORCING DETAIL 314.066 FL COA #791 SC COA #1691 NOTE: 1. ROUT AND SEAL JOINT AT EXPOSED OR EXTERIOR JOINTS ONLY. BOND AND INTERLOCK EACH COURSE OF EACH WYTHE AT CORNERS AND INTERSECTIONS INTERSECT11 G WALL REINF WITH #5 VERTICAL Sea VERTICAL BAR POSITIONERS LOCATE AT GROUT CELL.SOLID. TOP OF FIRST COURSE,ONE COURSE (NOTE 5) BELOW TOP OF WALL,AND AT 192 BAR DIAMETERS WHEN USING HIGH LIFT GROUTING VERT REINF SEE PLAN HORIZ BOND BEAM REINF HORIZ BOND BEAM REINF 00 NOTES: CONCRETE COLUMN •'' • , 1. TYP AT ENDS, INTERSECTIONS AND CORNERS OF SEE PLAN #5 CORNER BARS CORNER BARS TO MATCH • • WALLS AND SIDES OF ALL OPENINGS. MASONRY WALL 24 SIZE,QUANTITY AND SPACING MARK J KOSTER PE 37 5 R = _ OF BEAM OR FOOTING REINFORCING 04 2. GROUT ONLY THOSE CELL CONTAINING •' •••• •;' VERT REINF UNO j ' ., 24 3. PROVIDE 48 BAR DIAMETER LAP FOR AL VERT BARS.TYP AT ALL FLOORS. 4. PROVIDE LADDER TYPE PREFABRICATE CORNER AND BREAK OPEN ALTERNATE CELLS ANDREWS - GROUT TEE SECTIONS OF STEEL REINFORCING AT 16"OC TO BE LAPPED 24"MINIMUM WITH HORIZONTAL JOINT REINF IN ADJACENT BLOCK AND SINGLY REINF 5. FOR WALLS WITH#6 REBAR,PROVIDE(2)#6 IN LIEU OF GROUT SOLID WITH CONCRETE COLUMN LAMBROU (2)#5 UNO. TYPICAL VERTICAL CELL TYPICAL MASONRY WALL TYPICAL FLUSH TYPICAL MASONRY BOND WALL CONCRETE TYPICAL CONCRETE (MASONRY BOND RESIDENCE _ REINFORCEMENT DETAIL INTERSECTION AND CORNER D_ TAIL COLUMN PLAN BEAM CORNER DETAIL BEAM INTERSECTION DETAIL 1303 Beach Ave NOTES: Atlantic Beach, Florida 1. RUN HORIZ WALL REINF CONT 32233 THRU COLUMN. EL+17.22'NGVD, TOP OF GRADE BEAM WOOD LINTEL SCHEDULE +16.11'NAVD UNO OR PILE CAP ELEV, SEE PLAN MARK LINTEL BEARING STUDS SIMPSON STRAP TIE MASONRY VENEER Z AT EACH END ANCHOR AT 16 OC Main House VERTICAL Addition & Pool TOP OF CONCRETE FOOTING OR PIER 3-2X6 2-2X6 1-MSTA18 000 1/4"PLATE WASHER WITH NUT O 3-2X8 3-2X6 1-MSTA18 s C 3-2X12 4-2X6 1-MSTA18 (1)#5 VERTICAL FILL *-COORDINATE DIMENSION REINFORCED CELL OF THREAD REQUIRED FOR ISSUE NOTES: WITH 000 PSI GROUT PLATE PLATE AND GROUT THICKNESS. no. date description 1. LINTELS TYPE TYPICAL UNO. " SIMPSON DSP STUD PLATE "L"-AS NOTED 3"CLR 1 4-24-15 DEP PERMIT SET AT EACH KING STUD EXISTING CONCRETE WALL 1/4"PLATE WASHER WITH 2 10-01-15 PERMIT SET PROVIDE ADDITIONAL STUDS ADJACENT SIMPSON RSP4 STUD DOUBLE NUTS TO BEARING STUDS CONT FROM SILL PLATE AT EACH STUD TO TOP PLATE. SIZE AND QUANTITY TO MATCH BEARING STUDS. DOUBLE 2X TOP PLATE SEE PLAN MASONRY VENEER ANCHOR BOLT SIZE AS NOTED ANCHOR AT 16"0C EL SEE PLAN VERTICAL TYPICAL ANCHOR WALL STUDS BOLT DETAIL SEE PLAN U REVISIONS (1)#5 VERTICAL FILL no .date description SIMPSON LTP4 LINTEL SEE REINFORCED CELL SOLID `- PLAN&SCHEDULE WITH 3000 PSI GROUT Q EACH END TYP w EXISTING CONCRETE WALL •f M SEE LINTEL SCHEDULE FOR NUMBER OF STUDS REQUIRED BELOW LINTEL BEARING TYPICAL CMU WALL TO EXISTING WALL 14"DIA,39 TON CAPACITY Scale: SIMPSON STRAP TIE 2X WOOD BLOCKING AUGERCAST PILE WITH Project No.: 1404 SEE LINTEL SCHEDULE AT 48"MAX (4)#fi VERT AND#3 TIES AT 12"OC Drawn by: DCO Checked by: MJK PROVIDE 1/2"DIA THREADED ROD OR ANCHOR BOLT AT EACH SIDE Sheet Title STUD PLATE OR OF DOOR AND WINDOW LOCATIONS. p HOEDOWN SEE SCHEDULE MIN EMBEDMENT 8 1/2" 'e ;b, LAP TYPICAL 2X6 or 2X8 SILL PLATE 4 3"CLR DETAILS Sheet Number LTYPICAL OPENING EL- 16.28'NGVD, 14"DIA,39 TON CAPACfTY WHERE SHOWN -17.38'NAVD ON PLAN AUGERCAST PILE WITH TYPICAL STUD WALL ELEVATION (4)#6 VERT AND#3 TIES AT 12-OC NOTES: TYPICAL AUGERCAST PILE DETAIL 1.SEE PLAN FOR SHEATHING AND ATTACHMENT REQUIREMENTS. HURRICANE TIES NOT SHOWN-SEE OTHER SECTIONS FOR PERMIT SET REQUIREMENTS-TYP. 2. FOR WINDOW OPENINGS PROVIDE DOUBLE 2X AT SILL. I I I ELECTRIC POWER LEGEND ` _ o � r , FLOOR DUPLEX RECEPTACLE t DUPLEX RECEPTACLE 5WITCHED DUPLEX RECEPTACLE(BOTTOM) ABOVE COUNTER DUPLEX RECEPTACLE WP RICHARD SKINNER QUADRUPLEX RECEPTACLE WP T.P. 6 &ASSOCIATES,ARCHITECTS 17— D RECE55ED FLOOR RECEPTACLE 2245 St Johns Avenue Jacksonville,FL 32204 904.387.6710 www.rs-anfiitects.corn 42 42"ABOVE FLOOR ' License#AA26001539 220 220 VOLTS @ ®D j GFI GROUND FAULT INTERRUPTER Consultants ' WP WATER PROOF ® APPLIANCE OR EQUIPMENT OUTLET FLOOR OUTLET s) STRUCTURAL I SJ SMART JACK 2- 1 COAX, I CAT 5E El Atlantic Engineering Services PANEL P3 G 6501 Arlington Expressway SJ SMART JACK 4- 2 COAX, 2 CAT 5E 0 o Building B,Suite 201 Q JUNCTION BOX & 0 Jacksonville,FL 32211 V TELEPHONE M PANEL ELECTRICAL GF Haddad Engineering D CENTRAL VACUUM OUTLET WP T /DATA 2955 Hartley D15P05AL Jacksonville, 05 FL 3225d,Suite 7 @ SMOKE!CARBON MONOXIDE DETECTOR METER WITH SHUTOFF s� ___,________ _ INTERIOR DESIGNER GFI Thomas A Ranney Interiors D15CONNECT 5WITCH 1930 San Marco Place GARAGE DOOR SWITCH (PUSHBUTTON) Jacksonville, FL 32207 D P SECURITY 5Y5TEM TOUCH PAD 'K.PAUDIO 5Y5TEM KEY PAD V`"1 *, Sof' GFI S HOME AUTOMATION TOUCH 5CREEN W 0 ' (�} THERMOSTAT -= ' ® TELEPHONE FLOOR OUTLET 0 --- = ELECTRIC PANEL GFI 000 LIGHTING CONTROL PANEL - EM EMERGENCY GENERATOR CIRCUIT -` MOTOR 3 SECOND FLOOR POWER PLAN 51NGLE POLE SWITCH 1/4" = I'-O" 3 WAY SWITCH 3 4 4 WAY 5WITCH D DIMMER ANDREWS HPUI HPU2 LAMBROU RESIDENCE 5URGE PROTECTOR PANEL MDP 1303 Beach Ave 0 0 001 Atlantic Beach, Florida TELEPHONE BOX WP 32233 CABLE TV BOX GFI GFI WP WP i i 42 - PAN 42 T '_P CFI I GFI L_GFI_ S�—_—GJ Main House —J � $j Addition & Pool 0IN CEILING IN CEILING 0 I i 00 I I 0 �q ISSUE GFI 100142 no .date description ( � GFI ' I 1 12-3-14 PRELIMINARY PRICING 2 5-2G-15 PROGRESS SET GFI 3 10-1-15 PERMIT SET � I I 0i "- 240 VIA 0 O 0 42 U0 T SJ WP D GFI M o I REVISIONS no.date description I WP Q I O I 6 >n 0 I 240 N 42 Scale: 1/4" — i' O. - . WP GFI Project No.: 1404 vAC sl WP Drawn by: M L5 LU 42 UNIT 1 —GA5 POWERED GFI Checked by: RG5 TANKLE55 RINNAI y WATER HEATER CL Sheet Title Q v 42 WP POWER PLANS 3vn, GFI Sheet Number 75 WP L S U y1 2 FIRST FLOOR POWER PLAN •GARAGE LEVEL POWER PLAN PERMIT SET GENERAL NOTES: MAIN HOUSE 1. ENTIRE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL1KV- ELECTRICAL CODE (NEC) AND ANY OTHER STATE OR LOCAL ORDINANCE REQUIRED BY THE AUTHORITY HAVING I '� JURISDICTION. PANEL P3 2. REFER TO MECHANICAL EQUIPMENT SCHEDULES AND SPECIFICATIONS FOR EQUIPMENT THAT IS PROVIDED WITH DISCONNECT SWITCHES STARTERS OR VFD'S. WHERE INDICATED ON THE DRAWINGS AND NOT PROVIDED WITH THE EQUIPMENT THEY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. MAINTAIN MINIMUM WORKING SPACE IN FRONT OF SUCH DEVICES PER NEC. COORDINATE WITH MECHANICAL AND POOL CONTRACTOR AS REQUIRED. RICHARD SKINNER 3. EXACT LOCATION OF POWER OUTLETS, FLOOR BOXES, SECURITY, FIRE ALARM AND COMMUNICATION DEVICES MAY &ASSOCIATES,ARCHITECTS VARY 5 FEET IN ANY DIRECTION. COORDINATE WITH OWNER AND INTERIOR DESIGNER FOR EXACT LOCATION AND MOUNTING HEIGHT OF THESE DEVICES. 2245 St Johns Avenue Jacksonville,FL 32204 THIRD FLOOR 4. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL CEILING MOUNTED LIGHTING FIXTURES 904.387.6710 www.rs-architects.com AND DEVICES. License#AA26001539 5. ALL WALL PLATES FOR SWITCHES, RECEPTACLES, TELE/DATA JACKS AND TELEPHONE JACKS SHALL BE PLASTIC PANEL 'P2' AND PROVIDED BY THE ELECTRICAL CONTRACTOR. COLOR SHALL BE WHITE IN ROOMS, HALLWAYS AND CORRIDORS. const_Jk nts COORDINATE WITH OWNER, ARCHITECT OR INTERIOR DESIGNER FOR PARTICULAR AREAS TO MATCH WALL FINISH. 0 STRUCTURAL 6. SMOKE / CARBON MONOXIDE DETECTORS: 120 VOLTS WITH BATTERY BACKUP. PROVIDE SMOKE DETECTORS IN ALL Atlantic Engineering Services AREAS AS REQUIRED BY CODE. VERIFY ALL LOCATIONS WITH ARCHITECT. ACTIVATION OF ONE DETECTOR SHALL 6501 Arlington Expressway ENERGIZE SOUNDER OF REMAINING DETECTORS. Building B, Suite 201 � POOL— � 7. DATA/TELEPHONE WIRING: Jacksonville, FL 32211 a. FURNISH COMPLETE DATA/TELEPHONE CABLING SYSTEM. INSTALLATION SHALL COMPLY WITH EIA/TIA, NEC AND ELECTRICAL SECOND FLOOR _ UL STANDARDS. Haddad Engineering b. PROVIDE (2) 2 HOUR TRAINING SESSIONS TO INSTRUCT OWNER IN THE USE OF SYSTEM. 2955 Hartley Rd, Suite 205 (3) #1, 1#6 CABLES c. DATA/TELEPHONE CABLES SHALL BE CATEGORY 6, 4–PAIR 24 AWG 350 MHz CABLE, YELLOW JACKET. Jacksonville, FL 32257 (3) #4/0 IN 1 1/2" CONDUIT. POWER RISER NOTES: d. PROVIDE (40) GRAY, PATCH CORDS (TELEPHONE). CABLES IN PANEL 'MDP' e. PROVIDE (10) 3 GREEN, CATEGORY 6 PATCH CORDS (DATA). 3" CONDUIT. 120/240V Q1 120/240 VOLTS, 250 AMP MAIN CIRCUIT BREAKER, SINGLE PHASE, 42 CIRCUITS, FLUSH MOUNTED. f. TEST ALL DATA/TELEPHONE CABLES USING EQUIPMENT MEET TIA TSB-67. PROVIDE REPORT FOR EACH CABLE. INTERIOR DESIGNER 12P,250A 2P 125A g. PROVIDE LABELS TO IDENTIFY OUTLETS, PATCH PANELS AND BOTH ENDS OF CABLES. Thomas A Ranney Interiors PANEL 'PP' KWHM 02 120/240 VOLTS, 200 AMP MAIN LUGS ONLY SINGLE PHASE, 40 CIRCUITS, FLUSH MOUNTED. 1930 San Marco Place 2P 125A 8. CABLE TV: Jac�onvi,lle,,FL 32207 O O SURGE PROTECTIVE DEVICE–APT TE 01 XDS 20 KA–FLUSH MOUNTED. a. PROVIDE TV CABLES, OUTLETS, PATCH PANELS, SPLITTER, TAPS, SURGE PROTECTORS AND ;;: A 2P,60A # / / AMPLIFIERS FOR COMPLETE CABLE TV SYSTEM RECEPTION AND DISTRIBUTION. 4 SURGE PROTECTIVE DEVICE–APT# TE/01XDS/15 KA–FLUSH MOUNTED. b. COAXIAL CABLE SHALL BE RG-6 TYPE. ��':.•��G •.,•.9 ' © c. SIGNAL STRENGTH AND CLARITY OF PICTURE AND AUDIO SHALL BE TESTED AND DOCUMENTED FOR TO POWER SOURCE AS DIRECTED BY 2P,30A Q5 ALL CIRCUIT BREAKERS FEEDING BEDROOM POWER AND LIGHTING CIRCUITS SHALL BE ARC–FAULT EVERY TV OUTLET. �O#J967 ' S INTERRUPTER TYPE CIRCUIT BREAKERS. . POWER COMPANY. PROVIDE CTS IF REQUIRED. (3) #4/0 CABLES IN 3" (3) #6 AND CONDUIT. © 120/240 VOLTS, 60 AMP MAIN CIRCUIT BREAKER, SINGLE PHASE, 20 CIRCUITS, SURFACE MOUNTED LOAD ••,• '( ..• CENTER. STAINLESS STEEL, NEMA-4X. COORDINATE WITH POOL EQUIPMENT INSTALLER FOR LOCATION. G� p. (1) #8GG CABLES IN % 'r�`'•., RIO'-•' ��,,,�' 1 1/4- CONDUIT 1VAL��`� \',•`\, FIRST FLOOR AV VINSPECTION PLATE TO BUILDING FOUNDATION REINFORCING BAR NO LESS THAN 20 FEET LONG, 1/2 INCH MINIMUM DIAMETER. �#2 2 OHMS MAXIMUM RESISTANCE ANDREWS - 3/4" x 10' COPPER CLAD GROUND ROD LAMBROU POWER RISER DIAGRAM- RESIDENCE NOT TO SCALE MAIN HOUSE 1303 Beach Ave Atlantic Beach, Florida 32233 (1 I ,.,G-6 COAXIAL CABLES, (2) RG-6 COAXIAL CABLES, (1) UR PAIR CATEGORY 6 CABLE (2) FOUR PAIR CATEGORY 6 CABLES SJ2 SJ4 MDF - Main House ■--TELEPHONE/DATA/VIDEO Addition & Pool SURGE TYPICAL WALL PROTECTION XF DATA/TEL./TV OUTLET FT THIRD LEVEL ISSUE- no . date 1dEr•t.:l'1ptio;f I 31 2-3-14 IFRELIMINARYFKICING 2 5-2G-1 5 'PROGRESS SET 3 10-1-15 PERMIT SET LOAD CALCULATIONS - 37383 SF _ __ DESCRIPTION CONNECTED DEMAND DEMAND LOAD FACTOR LOAD { (1) RG-6 COAXIAL CABLES, (2) RG-6 COAXIAL CAB ES, 14.38 (1) FOUR PAIR CATEGORY 6 CABLE LTG AND GENERAL USE REC. 3W/SF 10,149 W (2) FOUR PAIR CATEGORY fi CABLES SJ4 FLUSH BOX REFRIGERATOR (1) 1,200 W SJ2 42"H x 14.38"W x 3.6"D LEVITON SMC 420 DISHWASHER 1,200 W RANGE (GAS) 0 W I�E�,`IS1���35 — SECOND LEVEL WITH HINGED DOOR _ T) . data ,description GARBAGE DISPOSAL 1,200 W TYP I CAL WALL DRYER 2 10,000 W DATA/TEL./TV OUTLET _ � � _ � v v v o o v v 0024 PORT CAT6 PATCH PANELS APPLIANCE CIRCUITS 3,000 W v v v v v v v WITH TELEPHONE MODULE WATER HEATERS (4) 0 W (1) RG-6 COAXIAL CABLES, 6.25 o v v 0 v v v WASHER 2 O 3,000 W I v v v v v v v (1) FOUR PAIR CATEGORY 6 CABLE o v v v v v v { v 0 0 0 0 0 0 SUBTOTAL 29,749 W 6.25' v v 0 0 0 v v 24 PORT CAT6 PATCH PANELS Scale: v 0 0 0 0 o v FIRST 1OKW 10,000 W 100% 10,000 W WITH TELEPHONE MODULE v v v v v v o REMAINDER OF LOAD 19,749 W 40% 7,900 W Project No.: 1404 3/4" CONDUIT HPU-1 (HEAT STRIPS LARGER) 2,880 W 100% 0 W Drawn by: 1"C.,RG-1 1 CABLE 4 PAIR CABLES 8 PORT HUB HPU-2 (HEAT STRIPS LARGER) 2,112 W 100% 0 W Checked by: PG-9 PANEL (2) RG-6 COAXIAL CABLES, _ _ _ _ _ (2) FOUR PAIR CATEGORY 6 CABLES 4751 1-8PT POWER BLOCK LEVITON #47605–DP CABLE TV BOX T_ Sheet-Title (1) #4 GREEN BARE SJ2 SJ4 3.2" COPPER GROUND TO ©•© ©•© 2.8" POWER RISER NEAREST APPROVED DIAGRAMS AND BELLSOUTH TEL. BOX — BUILDING GROUND. AHU-1 (1OKW HEAT STRIP) 10,400 W 65% 6,760 W FIRST LEVEL - 1 4 GREEN BARE (1) #4 GREEN BARE COPPER GROUND TO TYPICAL WALL 3.1 0 0 0 0 0 0 0 0 3.1" AHU-2 (5KW HEAT STRIP) 5,400 W 65% 3,510 W CALCULATIONS COPPER GROUND TO —_ NEAREST APPROVED BUILDING GROUND. DATA/TEL./TV OUTLET NEAREST APPROVED ELEVATOR 5,000 W 100% 5,000 W BUILDING GROUND. [ 1 X 8 VIDEO SPLITTER MODULE 1 X 8 VIDEO SPLITTER MODULE Sheet N�,rrher C 1"C.,CAT 6 CABLE IEGEND: LEVITON #47690-8C LEVITON #47690-8C 1-1/2" CONDUIT AS DIRECTED SJ2 DATA/VOICE/TV OUTLET: BY TELEPHONE COMPANY. POOL EQUIPMENT 10,000 W COORDINATE WITH ARCHITECT FOR COLOR. `-1-1/2" CONDUIT AS DIRECTED (i) CATEGORYCONNECTORJ-45 JACK. MDF BOX. TOTAL 43,170 W BY CABLE TV COMPANY. (0) • CURRENT C�? 1 Phase 240V 180 AMPS SJ4 E 3 DATA/VOICE/TV OUTLET: NOT TO SCALE SERVICE SIZE 250 AMPS COORDINATE WITH ARCHITECT FOR COLOR. TELEPHONE/DATA/VIDEO RISER DIAGRAM RJ ,45 JAOCKS.CTORS, (2) CATEGORY 6, PERMIT SET NOT TO SCALE COASTAL CONSTRUCTION CONCRETE 2 STORY FRAME RESIDENCE :rn �l� Irn rrnI CONTROL LINE DRIVE No. 1325 Iz LOT 4 rn OIO �° O'O 0-0 0-0 alp �lQ FOUND 1.5"STEEL PIPE, rn �I C7 I' N W " N Iz of 0 °l° "- NOCAP(0.6'50UTHEA5T) - - - - - - - - - - - - - - - - - - - - - - - - - - - - lN -i OIO I0 rn rn.0 c ` . z_z 1 SITE SPECIFIC !00 YR SCOUR LINE(CCCL) � LOT 3 -v z X D to Dl� t- FOUND 112" IRON PIPE, CAP LB3672 t 4 VINYL FENCE PROPOSED LOCATION PER INTERA CCCL EROSION AND WAVE 'l0 I� OI rn I ' NORTHING=2153184.99 I TO REMAIN OF NEW AC UNITS ASSESSMENT DONE JUNE 30, 2015 rn -U -n Ia (r- o rn EA5TING=530956.20 1� 03 rn r rnl r _ ► _ BLOCK WALL BLOCK WALL TO REMAIN 1-•t r• -o Iz r I I TO REMAIN CONCRETE � 1= Irn =I t 40'-5" IN rv' 5EA50NAL HIGH WATER 4'WOOD FENCE I -- CABLE RISER I LINE ELEV 9.7 P TO REMAIN 5'WOOD FENCE T R.E AIN 3 WOOD FENCE TO REMAIN CO CRETE WALL I SANITARY MANHOLE _�_ „ ----------- ----- ------- _ , �_____ 'WOODhfiE H TOiREgAIW I FOUND I/ RON I f , , y I I I + �, I I r r + ; ► ; RICHARD SKINNER WATER METER j -- --- - ------- 1 4 / 1 I I t I I y ► I I + I ! r r I I r--------------- - ------------t-- 2 UTILITY:S `9BACK 1 I �. ,/ // f/ /1 I I I ly PIPE, CAP L53672 I t t r 1 I r I + I r I I I I r I I I I &ASSOCIATES ARCHITECTS I N A �, \ !! LJ 7-6 SETBACK y s , , , / I I , , ► t r I r rn + I I ' t----- t- , , / �2 1 I ! I t I I r h I I 1 1 1 rn I t I I ► I 1 i I t ! r I 1 D I i 1 n/ I j I F y I f I I I r Z I I I 8 GRANTED SETBACK AT i - ,_ - __ PROPOSED TWO STORY ADDITION. M 1 ; �f / // ` / z z / 1 I I < t I I I 2245 St Johns Avenue Jacksonville, SECOND FLOOR OF LIVING I � _ - ALL GLAZING TO BE TURTLE FRIENDLY 1 / r I t I r r`. t 11 + ► t I I I I I I r r r = r FL 32204 r 3 . No / / ' rn () / /1 _ � 1 LOT 2 / / rn / I �I y I I r r I 1 I l y i i i i I i I i /� II i rr r = SPACE PER VARIANCE A � � �g cr11 BUILDING VAR NCE } / / rn A �3 U/ I 1 J r I I ' I I 1 r i i i 904.387.6710 www.rs-architecis.c m * t� v l , � i I I <: 1 r I r I I I t y I 1 t I + + r /' ,! 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I I I r I I a n O y t I I , 1 r I rn 2 D Consultants T I �/ I / ! / , z\ I I y I I I l r t + rn I , > Z D rn I DI n\ I Z� \ / I I I �I I , r 1 r I I I 1 rn' I f I -c - 1-- / / ! , I I 1 r / Zr, r �l I -� I + ► + I , I , I r < ► , 1 Z STRUCTURAL PROPOSED NEW CAST SHELL I , • - H n I r , I �, I ► y ! , r l r r I 1 I I ,vI I ► ► Atlantic EngineeringServices ��� 1----------- ----------- ----�- _ CONCRETE PAVER DRIVE , -I-- -- - - ----, / , / I C _U I I y ! I r I I , I I r t I I r r I I I + ► I 1 1 TO REPLACE EXISTING. 7'-G"SETBACK - _ ,, , t I I , ,, r r I I r I r I t I r r r I I I ' O j > Expressway o I I FOUND I/ ' IRON I I I 6501 Arlington Ex resswa i t rn I / ► I f t ! I BRICK PLANTER TO BE L - - - - - -------- --T=---- -=--- ,='_ -' ----- .,_----t --- -t►-- PIPE, CAP CB36721 , ; r I ► I i r , l i I I ; I Building B, Suite 201 REMOVED I _ - - - - �_ + 3-_ I > ,_ - - - - - --`=�- - - - rt- - _, '- x x---�-x x r I I � Jacksonville,FL 32211 9 BRICK PAD WALK TO BE REMOVED --` x x ' x x,' y / o + RECE55 TO BE FILLED AND SODDED - - -x` WATER VALVE� -'-X=-=-;.-=-Tex--� __----` EXISTING GATE AND FENCE I I ELECTRICAL 2 STORY FRAME RESIDENCE No.1303 TO REMAIN CONNECTING TO I I Haddad Engineering FIRE HYDRANT I W WOOD FENCE TO REMAIN EXISTING PUBLIC BEACH 2955 Hartley Rd,Suite 205 EXISTING CONCRETE FINISHED FLOOR EXISTING GARAGE: ELEV.=13.44 I ACCESS ( Jacksonville,FL 32257 FOUND 1/2" IRON PIPE, CAP LB3672 I STAIRS, WALK AND EXISTING MAIN LIVING FLOOR: ELEV.=21.87 NORTH ING=2183134.86 PAD TO REMAIN PROPOSED SECOND LIVING FLOOR: ELEV. =32.29 EA5TING=530959.43 I EXISTING STRUCTURE TO BE RENOVATED ON THE I I INTERIOR DESIGNER INTERIOR AND HAVE A SECOND LIVING STORY ADDED 13th STREET I I I Thomas A Ranne Interiors WITHOUT IMPACT TO EXISTING FOUNDATIONS, ALL 40'RIGHT-OF-WAY(UNPAVED) I y EXISTING FOUNDATIONS TO REMAIN WITHOUT I I I 1930 San Marco Place I MODIFICATIONS. I I Jacksonville, FL 32207 . I SCALE: 1" = 20' 140'-6 5/8 I I Seal I AVERAGE GRADE = 19.3 1 15TOKY FRAME RESIDENCE No. 1291 LOT 12 I 1 OVERALL SITE PLAN SCALE: 1'-o"=2o'-a' I COASTAL CONSTRUCTION CONTROL Th OF PRO PROPOSED 5AND5ET PAVER WA WAY POOL EQUIPMENT 19"PALM 6"PALM AND STEPPING STONES VAULT BY AQUAWORX \\ x 771 x x x x x x x x x x x x x x x x x x x x x x--1-x x ��x x x x x x x x x x x _ O 19" P ALM 17' PALM yy O 16" ALM �- -------- _ -- ', I \ - ----�- -------- - -- - 7 - -- -- -- --- -- ---- r -- - - --�-- - --- ------- ---- -- ---- ---- - ---��-- - ------------------- ----a--- ----1 1 `� / / " I 1 _ - 1 I � ' \ � \ � : I " PAL- " O " y � 1 � i / ANDREWS OI \ \ 0 18 PALM 15" PALM 1 2 PA EXISTING HEDGES y -Z y ` / EXI5TINC*bONCRETE I C 1 y y O y i y 19" PALM I " ALM O REMAIN Ir" y / WALL T,6 REMAINLAMBROU 9 I y NEW ICONCRETE WALK 1 I h EX15TI 5TEF` ------- �_ - -- ---- ---- --------- -- -- -- .� ----- ----- -- --- ---- --- - ---- - ------�ru --------- -- ---- - ----------- ------ ----- I i TO REMAIN � / T 1 / �� - EXIb`TING DUNE / I E TO REMAIN , X , RESIDENCE , �. 4 � ,� I � , F�NC , / I k , 1 1 . EX15TING GATE TO - _ rn �\ I, ;� � s Ily REMAIN „ A 1 - ,f / 1 Ave�: ;; f'% �� ;k - ► � � 303 Beach r . / � % GRASSER AREA OF WATER COLLECT! ON /; ;' �;=; f SITE. / / t, " ,,',, 5 OVER TO RUN DOWNS EWALK ;;h / / , Atlantic B h I rt , NEW 4 PINE �" \ / X eaC , Florida da f -- ,/ f ► , / / E I NEW CONCRETE � ,:; ' ;.�'.;-; �%- ALONG SOUTH SIDE OF PROPERTY �% ' /� , / , 32233 , + DRIVEWAY i �s �~' ' CANTILEVERED PROPOSED STONE BOX BAY WINDOW TERRACE ON BREAKAWAY SLAB 23 BUILDING RE5TRICTIO LINE PER VARIANCE \A� ' t 'KIDDIE'FENCE 1 Main House ' << 14'-0" PROP 5ED NEVERENDING ! , A �, x Addition & Pool [-- LAP P L WISPA JETS ELEV ► PROP05ED 30"WIDE 2 I � '�., 1 N y ,. �.- _ � �! I - _ 1 _ PAVER WALKWAY O PAELE -, ;-- -- of BREAKAWAY SLAB I t - \ / i \\ - -- - - -- PROPOSED STONE ISSUE 1 ! CE ON BREAKAWAY TERRA S / !/ / no ate tion LAB / ELEV/ • I // d description ! v' ELEV 19.4' ZIP WOOD DECK ! i AND STEPS I " ( // ,/ ,/ I I 12-3-14 PRELIMINARY PRICING ' 1 19 PALM EX15TING INDIAN HAWTHORN AND PALM ! , , TREE TO REMAIN, PROTECT FOR 2 5-26-15 PROGRESS SET 1 DURATION OF CONSTRUCTION ,- J / ---- - - --1 -1- ---0- - - -L---- ------------------------- ---- ----- -- - ---- ------------ ---- -------------------------------- OS 3 10-1-15 PERMIT SET ! - - - ` _ ! _ D NONE14"PALMI - I i , r TERRACE Ot+l I - 5RtA.KAWA1r+5LA EXISTING STEP TO / ! �'�j' \ \ REMAIN O 19" ALM �'� �k� � - , x x x x x I i PINE x,-"x x x x �x x x x ' 1 20" PALM EXISTIN H " 16" PALM 15"PALM 16" PALM TO REMAIN _ �` , REVISIONS oCCCL SOUTH OF 16 PALM O _ _- `X�� EXISTING GATED-REMAIN -✓ PROPS O O O - - /X/ f ) no date description 14" PALM ��. _ _____ x' -x--'',X - - f I YR UR LIN X- x- x__ _ �- ! 7-1-15 --x x x _ - '�"' i LOCATION ENLARGED SITE PLAN WITH HARDSCAPE, DRAINAGE AND SITE PROTECTION BOUNDARIESSHOWN SCALE: 1/8"- 1'-O" LEGEND APPROXIMATE FILUCUT(c )CALCULATIONS: FILL CUT 5TRUCTURE5 DIRECTION OF STORM WATER FLOW POOL(INCLUDING 4 AUGERCA5T PILES) -30.6 CY PER GUIDELINES FOR DESIGN ELEVATION SEAWARD OF THE COAST Scale: A5 NOTED EROSION CONTROL-SILT FENCE (1 O) 14"0 AUGERCA5T PILES 4 CAPS - 13.7 CY CONSTRUCTION LINE BY FLORIDA DEPARTMENT OF ENVIRONMENTAL NEW CONTOURS SHEAR WALL GRADE BEAMS*CRAWLSPACE I G.5 CY -7.9 CY PROTECTION OFFICES OF BEACHES AND COASTAL SYSTEM MARKER 8048: Project No.: 1404 REAR YARD GRADING (4"OVER WHOLE YARD) 44.7 CY -9.0 CY PEAK WAVE HEIGHT/ BFE = 17.5 (NGVD)/ 16.42 (NAVD) EXISTING CONTOURS TO REMAIN --------------------- DESIGN GRADE ELEVATION = 5.5 (NGVD)/ 4.42 (NAVD) Drawn by: M[� EXISTING CONTOURS OLD .............................................................. TOTALS (EAST OF CCCL) 61',.2 CY - 61.2 CY FLOOD LINE -- - - -- --•- LOWEST PROPOSED HORIZONTAL STRUCTURAL MEMBERS: Checked by: RG5 COASTAL CONSTRUCTION LINE -.-.-.-.-.-.-.- GRAND TOTAL FILUCUT O CY APPROX. TOTAL FILL HOUSE = 15.71 (NGVD)/ 14.62 (NAVD) RUNS SHORE NORMAL STONE PAVERS ON I PROPERTY BOUNDARYS ------------------ -- POOL = 12.5 (NGVD)/ 1 1.42 (NAVD) RUNS SHORE PARALLEL Sheet Title GROUT ED SETBACK LINES --------------------- CM IMPERV40U5 SURFACES AREA CALC CATIONS SITE PLAN FENCING TO REMAIN x x x x x ALLOWED 35%MAX OF AREA AS DESCRIBED IN DEED 4" UNREINFORCED l �a' Y ° I ��\��\��\��\ PROPOSED NEW STRUCTURE TREE LEGEND // // // / AREA CALCULATED FROM DEED DESCRIPTION = 1 1,350.93 5F & DETAILS MUD SLAB d a /��/��/�\/�� (FOUNDATION EDGE) EXISTING*PROPOSED BUILDING FOOTPRINT = 1,854.62 5F EXISTING NEW STRUCTURE TO REMAIN EXISTING*PROPOSED DRIVEWAYS*TERRACES = 1,124.00 5F �\ iSABAL PALMETT9 SABAL PALMETTO C AN COMPACTED /�//�//�//�//�// %// TOTAL COVERAGE [.262412 (2690)] = 2,978.62 5F o �� � �, ,� � (CABBAGE PALM) %>r (CABBAGE PALM)STRAIGHT TRUNK Sheet Number Fl LL /�//� /�� 112'- 18' CLEAR TRUNK HT] !� `i SABAL PALMETTO SABAL PALMETTO SONE PAVER TERRACE/ WALKWAYS/ STEPS tk 0 j (CABBAGE PALM-REMOVED) (CABBAGE PALM)CHARACTER PALM -�•--� [20-22'CLEAR TRUNK HTI ! } " = I'-O"SCALE PINUS T!-IUAIIII(I PINUS TI-IUNBERGII (JAPANESE BLACK PINE) (JAPANESE BLACK PINE) PERMIT SET CONCRETE 2 STORY FRAME RESIDENCE COASTAL CONSTRUCTION rn 0 0 DRIVE No. 1325 z LOT 4 1 0__I Or- 0.0 01.0 CONTROL LINE 010 (5 1'-7 11411 0.0 0 rn 0 0 N 10 > Q31 ii I Z I FOUND 1 .5" STEEL FIFE, I NJ NJ N rn.r-5 00 0 0 - - - - - - - - - - - - Z z NO CAP (0.050UTHEA5T) I -- rn rIn-rn 0 _51TE5PECIfIC 100 YR,5COUR LINE (CCC-) 4 z -i = '00/ I LOT 3 N< 4' VINYL fENCE PPIOP05ED LOCATION rn > 0 lr� FOUND 112" IRON FIFE, CAP L53G72 Of NEW AC UNITS PEP,INTERA CCCL EROSION AND WAVE X 0 TO REMAIN I NORTHING=2 153 184.99 ASSESSMENT DONE JUNE 30, 2015 -U -11 r-n Fin Oil EA5TING=53095G.20 r- . rn r_T1 > l _U z 13LOCK WALL BLOCK WALL TO REMAI N 0 rn n TO REMAIN CONCRETE 140'-5" 7 5EA50NAL HIGH WATER N) T\)1 CABLE R15ER 4'WO CE 3'WOOD fENCE TO REMAIN 1-:1, I_:_- LINE ELEV 9.7 1' TO REMAIN L.Tl IN C 0 RETE WALL 5WOOD Y-X 112" SANITARY MANHOLE .41 W RICHARD SKINNER, 3-4f --------- --------------------------------------------- OOD E ff TO IRE Al. PIPE, CAP L133G72 &ASSOCIATES,AR.CHITECTS WATER METER UTILFTI7-AT75ACK- 14 1 1 1 1 1 1 21 7-0 SETBACK 0 1 GONCFFTEW-ALK > 7 0 n __Tl PROPOSED TWO STORY ADDITION. (a <1 2245 St Johns Avenue Jacksonville,FL32204 & GRANTED SETBACK AT 7 711-17 'A 3E TUP 70 F ALL GLAZING TO L TLE fRIENDLY f7i 1() 904.387.6710 www.rs-architects.com SECOND FLOOR Of LIVING < LOT 2 rri w _:" i -n o il rT1 SPACE PER VARIANCE _bUILD1 VAR < License#AA26001539 > oil =5 L rn/ Q > PR P05ED POOL(4'-- TO G'- > L 40 -j < rn 0 \A \ I t X I Z I \0 NA rn z Consultants _;�ND V/ALKW FTI r) PR POSED TERRA,6ff�5 710 -10 -T, r-n z T, LOi 1 01 > _:'I 2,� /I > < n z V Ell > STRUCTURAL 70 rn 11� A �A I F-) I Atlantic Engineering Services PROPOSED NEW CAST SHELL J1,111 111�.I, -------- -------- 6501 Arlington Expressway CONCRETE* PAVER DRIVE -01 SETBACK IRON TO RE PLACE EXISTING. Building B, Suite 201 FOUND I PIPE, CAP 11`2 -N, ------ BRICK PLANTER TO BE Jacksonville, FL 3221 --X X RE MOVED BRICK PA-P 4' WALK TO BE REMOVE D t ELECTRICAL RECE55 TO BE FILLED AND SODDED WATER VALVE _X EXISTING GATE�ND fffNCE Haddad Engineering FIRE HYDRANT 2 STORY IF RAME RESIDENCE No. 1303 4' WOOD f EN CE TO REMA N TO RE MAIN CONNECTING TO 2955 Hartley Rd, Suite 205 EXISTING CONCRETE IF IN15HED f LOOP,EXISTING GARAGE: ELEV,= 13.44 EX15TING PUBLIC BEACH Jacksonville, FL 32257 FOUND 112" IRON FIFE, CAP L53G72 STAIRS, WALK AND EX15TING MAIN LIVING IFLOOR: ELEV.=2 1 .57 ACCE55 NORTHING=2 153 134.bG PAD TO RE MAI N PROPOSED SECOND LIVING FLOOR: ELEV. =32.23 EASTING=530959.43 EX15TING STRUCTURE TO BE RE NOVATED ON THE INTERIOR DESIGNER INTERIOR AND HAVE A,5ECOND LIVING STORY ADDED 13th STREET Thomas A Ranney Interiors WITHOUT IMPACT TO EX15TING FOUNDATIONS, ALL 40' RIGHT-Of-WAY(UNPAVED) 1930 San Marco Place EX15TING FOUNDATIONS TO RE MAIN WITHOUT Jacksonville, FL 32207 MODIf ICATION5. Q 1.0 zo 4.0 -- ---1 Seal SCALE: 1" = 20' 140'-G 5/5 AVERAGE GRADE 19.3 I STORY FRAME RESIDENCE No. 1291 LOT 12 OVERALL SITE PLAN 5CALE: 1 20'-011 --COASTAL CONSTRUCTION CONTROL POOL EQUIPMENT T H OF PRQ,:)_ rrING 5TONIft X _X X-X X-X- M 4'1 X 7i X, PROPOSED 5AND5ET PAVER WALKWAY VAULT BY AQUAWORX X-X-X- X X_X_X_X X _X__X_X__X_X_X_X X X - ----------- 1711 LM I Gil 41M X, ---- ---- --------------- ------- ----Cr A N EX15TINGkONCRETE I MLIVI al*� 15" PALM EX15TING HED 55 X WALL To REMAIN L-----------J L_ vi I'N,%�, I LA 0 TO REMAI 19" PALM I A-M Ln CRETE WALK EX15�\ING CON EXISTING 5 EF ----- ------ --------- ------------ rmr---- ------ EX�6TING DUNE lu TO REMAIN FZNCE TO REMAIN RE A 1411 PAL 677 EX15TING GATE T 1303 Beach Ave 01 -J C GRASSED AREA Of WATER COLLECTI ON RE M A I N SITff. OVERFLOW TORUN DO 6\LK Atlantic Beach, Florida 11 NEW 4" FINE ? T ALONG ,50UTH 51DE Of PROPEP C 32233 r FKOF015ED 57 -CANTILEVERED 0 TFR&A, -N ex .................. IRS:: BOX E3A\,/WIN DOW '/XV\/AY SLAB L 7, BUILDING RE5TRICTIO if LINE PEP,VARIANCE ------------------- r KI Main House W. DDIE' fENCE Addition & Pool gg x 141-011 \5 PROP RENDING W, T_ LAE-ECiDL Wl JETS E0 x -------7- Ix ELEV PROPOSED 30"WIDE A� SN PAVER WALKWAY ON PALV ELE� ci DREAKAWAY SLAB JJ U 31- '!ii J, PROPOSE D STONE 4 ISSUE L/ M --P -,EAKAv TE RACE ON DREAKAv 717 SLAB no date description 'M r il "'S 1 12-3-14 PRELIMINARY PRICING 0 k ELEV 19.4' M 4 :A 0 119" PALM EXISTING INDIAN HAWT.MORN AND PALM 2 5-2G-15 PROGRE55 5ET TREE TO REMAIN, PROTECT fOI, DURATION OF C0)\6TRUCTION 3 10-1-15 PERMIT5ET --- -------------- -------------------- ----------- T- 7 TONE,, NOW, T-l 1:. D U EP T N T N`G'5� "'A X-X-X-x / 0 19" ALM FINE X A 15TING HEDGES REVISIONS I Gil PALM I Gil P LM 20" PALM 15" PALM I Gil PALM REMAIN EX15TING -Rf MAIN 0 GATE.,T-0 CCCL SOUTH Of no date description ................. PROPE�� 100 YRTCOUR LINE 14" PALM X_X _X X X 1 7-1-15 LOCATION _X X 2 10-27-15 AD PUBLIC WORK5 DRAINAGE COMMENT5 ENLARGED SITE PLAN WITH HARDSCAPE, DRAINAGE AND SITE PROTECTION BOUNDARIES SHOWN 5CALE: 1/811 1 1-01, NY I EGEND APPROXIMATE ff ILUCUT (l CALCULAT IONS: F1 LL CUT 5TRUCTURE5 C DIRECTION Of STORM WATER f LOW .......... .......... POOL(INCLUDING 2 AUGERCA5T FILES) - 27.5 CY PEP,GUIDELINES FOP,DE51GN ELEVATION SEAWARD Of THE COAST Scale: A5 NOTED EROSION CONTROL-SILT fENCE (10) 14" 0 AUISERCA5T FILE5 4-CAP:'-i-)' - 13.7 CY CONSTRUCTION LINE 13Y FLORIDA DEPARTMENT Of ENVIRONMENTAL SHEAR WALL GRADE BEAMS * CRAV�/I_5PACE 1%!:-:).5 C Y -7.9 CY PROTECTION Off ICES Of BEACHES AND COASTAL SYSTEM MARKER R045: Project No.: 1404 NEW CONTOURS REAR YARD GRADING (4" OVER WHOLE YARD) 4 1 .9 CY -9.0 CY PEAK WAVE Iii;EIGHT/ 15FE = 17.5 (NGVD) I G.42 (NAVD) EX15TING CONTOURS TO REMAIN DE51GN GRADE ELEVATION = 5.5 (NGVD) 4.42 (NAVD) D raw In by: ML5 EX15TING CONTOUR5 OLD .................. ........................................... TOTAL5 (E-A5T Of CCCL) 58.4 CY - 55.4 CY LOWEST PROPOSED HORIZONTAL STRUCTURAL MEMBERS: Checked by: KG5 FLOOD LINE 1GRAND TOTAL f ILUCUT 0 CY-\PFROX. TOTAL FILL HOUSE = 15.7 1 (NGVD) 14.G2 (NAVD) RUNS SHORE NORMAL 11 211 COASTAL CONSTRUCTION LINE .. ... . POOL = 12.5 (NGVD) 1 1 .42 (NAVD) RUN5 SHORE PARALLEL Sheet Title STONE FAVER5 ON 11 L PROPERTY DOUNDARY5 ------ GROUT J. J J. J il SETBACK LINES --------------------- L-5 ARff A CA' CULATION5 IMPEKVIOU5 5UKFACF, U X SITE PLAN ALLOWED 35% MAX Of A -A A-':::, DE51,1,15ED IN DEED J1 MAAAO FENCING TO REMAIN -X-X-X-X- ,F TREE LEGEND PROP05ED NEW STRUCTURE 4" UNREINfORCED AREA CALCULATED FROM DEED DffrR�IPFION 1 1 ,350.l33 5F EX15TING NEW (fOUNDATION EDGE) & DETAILS EXISTING s PROPOSED BUILDING ff0i" I �,,554.G,2 Sf MUD SLAB < I 12A.00 5f� EX15TI NG PROPOSED DKIVEiiiiiiii/AY5 4-Tf RRACE5 TO REMAIN 0 EX15TING 5TRUCTUP 5ADAL PALMETTO 5A15AL PALMETTO TOTAL COVERAGE [.2G2412 (2G%" _378.&2' 5f CLEAN COMPACTED 7 (CABDAGE PALM) (CABBAGE PALM)5T"GHT TRUNK V\ Sheet Numbe. f ILL PROPOSED NEW IMPERVIOUS 12'- 18' CLEAR TRUNK hT1 HARD5CAPE 5ABAL PALMETTO 5ABAL PALMETTO GUTTER DRAINAGE PATHWAY 0 (CA55AGE PALM-RE MOVED) (CABBAGE PALM)CHARACTER PALM 5TONE PAVER TERRACE/ WALKWAY5/ 5TEP5 [20-22'CLFARTRUNKHT] i. ­ ­'.'­� ..-­................ ................................. .......... ............... ll�i, - 1 -01' SCALE PINU5 THUNDERGII PINU5 THUNBERGII (JAPANF5E BLACK PINC) (JAPANE5E 13LACK PINE) PERMIT SET VV09D IFEW ILI