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Beach Avenue 578 REVISIONS BY STRUCTURAL NOTES: NEW CDX PLYWOOD WALL SHEATHING W/ 8d COMMON DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD NAILS 0 3" O.C. EDGES AND 15'-4" dl 16'-2" BUILDING CODE. 6" O.C. FIELD (DESIGNED EXISTING 2"x4" WALL , BY OTHERS) FRAMING (DESIGNED 1. LIVE LOADS BY OTHERS) 1pc SEMCO TPP4 5 UNIFORM LIVE LOADS NEW 2"x4" P.T. SYP No.2 W/ 10-8d COMMON S---1 FLOOR 40 PSF BOTTOM PLATE W/ /z x12 NAILS ® 16" O.C. ROOF 20 PSF THREADED STUD W/ 2"x2"x'/$" 4" CONCRETE SLAB ON 2. ALLOWABLE UNIT STRESSES: PLATE WASHER ® 24" O.C. DRILL GRADE W/ 6x6 W1.4xW1.4 A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION 6" AND EPDXY THREADED STUD WWF OVER 6 MIL VAPORBARRIER, OVER TERMITE ` y — INTO EXISTING PRIOR TO NEW ° F- ---- — — — ---- --- ---- -- — -I SLAB ON GRADE VC = 3000 PSI TREATED, n _ _ _ _ CONCRETE SLAB PLACEME T OMPACTED FILL I I CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI __ — T_ — — ALL OTHER CONCRETE (U.N.O.) Vc = 3000 PSI _ d II • x x x x B) REINFORCING STEEL - ASTM A615 GRADE 60 1-#4x1'-0" DOWEL I I I I C) WELDED WIRE FABRIC - ASTM A185 DRILL 4" AND EPDXY I 3'-0"x3'---0"x1'-0"d 4 I � 48" O.C. MONOLITHIC CONCRETE D) CONCRETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION 8» MONOLITHIC CONCRETE FOOTING COMPRESSIVE STRENGTH f m = 1500 PSI �I FOOTING W/ 2-#5 o✓ I I . z o w ¢ bi MIN CONTINUOUS LJ E) SOIL BEARING (DESIGN MAX.) 2500 PSF I i ALIGN INTERIOR LOAD I I BEARING MONOLITHIC I- i? j o 3. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER K7� SECTION FOOTINGS NTH CENTERFOR REINFORCING SHALL BE AS FOLLOWS: ( LINES OF EXISTING ¢ j I SAWCUT JOINT I cr ¢ v FOOTINGS 3 _ _ _ _ _. _. _ _ _ _ _ _ _ LOAD BEARING WALLS SLAB ON GRADE CENTERED S-1 SCALE: 3/4"= 1'-0" I I (j v J w I O m 4. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE ..� _-I — — -� — — _� � � C) w TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS . ^ W U' U' _j AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD I _ — -- --_I-- — _ 7005; z CL 0 SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING ,. I I — I I 0 0 o OF CONCRETE. 2x4 SYP No.2 BOTTOM EXISTING 2x4 .. o o F_ C) PLATE W/ '/2"Ox8" EXPANSION WALL FRAMING = z 2 (� U' Q 5. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS WEDGE ANCHOR W. 2"x2"x'/8" FOLLOWS: MASONRY 48 BAR DIAMETERS PLATE WASHER C9 32" O.C. 1pc SEMCO TPP4 X I I I I U CONCRETE 40 BAR DIAMETERS 4" SLAB ON GRADE, W/ 10- Sd COMMON bi cv I c¢n v¢i I 13'_g" SEE PLAN NAILS 0 16 O.C. rr _ � 6. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR 1 „ „ „ I I 1 UNSTABLE SOIL., THE ENGINEER SHALL BE NOTIFIED. "�� ¢ - S-1 I 3 -0 x3 - 0 x1 -0 d o I I MONOLITHIC CONCRETE I 7. ALL LOAD BEARING WALLS AND ' EXTERIOR WALLS ARE EXISTING AND 00 m FOOTING I SHALL BE MODIFIED AS REQUIRED. 2-#5 CONTINUOUS I 8. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER - - , SAWCUT JOINT MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 4" CONCRETE SLAB I 1 8" 8" I S-1 ON GRADE W/ 6x6 N 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL ELEVATION DRAWINGS. MIN. MIN. 6MIL V1.4 WWF OVER SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, I MIL VAPOR BARRIER OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL INTERIOR LOAD BEARING MONOLITHIC FOOTING I I [ OVER TERMITE TREATED DRAWINGS. COMPACT FILL I I 10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE SI 2 I RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, 2 ECTION I S-1 I w w I I I PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE S-1 SCALE: 3/4"- 1'--O" 11'-6" I ¢ 11'-4" I 8,48 I " ( 0 CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FORO Z Z W LJJ ¢ THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. I I I I Q _j L __ ._. ._. _ — — — I ____ — — � � _ __ _ _ L L J Q Cn Z U 4" SLAB ON L= ¢ w V GRADE, SEE PLAN 4---#5 x 2'--6" m EACH WAY Cn Q U LLJ z EXISTING 2"x4" 5 -10 1l'-4 14p-4 ____� ¢ x x x x x x x x- x � m TUDS o 11 1 ¢ 00 11 31'--6" Lv Z 00 EXISTING FLOOR SLOPE EDGE OF L(7 EXISTING 2"x4" DECKING AT » FOUNDATION PLAN SLAB AS REQUIRED STUDS SECTOND LEVEL 3 -O W x 3 -0 L FOR NEW OVERHEAD EXISTING FLOOR SCALE: 1/4"=l'-O' GARAGE DOOR JOISTS ADD 1 pc 2"x4" SPF No.2 x 8'---0" 3 S E C TI ON FULL HEIGHT STUD UNDER EACH EXISTING FLOOR JOIST INSTALL S-1 SCALE: 3/4"= 1'-O" 3'-6" 4-12d TOE-NAILS TOP AND BOTTOM SPLICE TO EXISTING STUD W/ 12d , COMMON NAILS ® 12" O.C., STAGGERED 1 pc SEMCO TPP4 W/ 10-8d COMMON A PiP R O V E D. CUT BACK DAMAGED NAILS ® 16" O.C. 2x4 SPF CITY of ATLANTIC BEACH #'2 STUDS SUILMNG OFFICE STUD 12" MIN. PAST 1pc SEMCO TPP4 2"x6" P.T.SYP No.2 BOTTOM EXISTING 2"x6" ® 16" OC � �� LAST VISIBLE DAMAGE W/ 10-8d COMMON NAILS 1 DEEP SAWCUT w/ SLAB ON GRADE, PLATE W/ '/2"ox8" EXPANSION WALL FRAMING WEDGE ANCHOR W. 2VJUN 0 7 �D��J INSTALL NEW 2"x4" ® 16" O.C. ELASTOMERIC SEALANT SEE PLAN "x2„xl/8„ 2x4 P.T. SYP No.2 SILL SPF No.2 BLOCK PLATE WASHER 0 32" O.C. 1pc SEMCO TPP6 PLATE W/ '/2"OxlO" ANCHOR r� AS REQUIRED 4" SLAB ON GRADE, W/ 10-8d COMMON BOLT ® 24 O.C. W/ SEE PLAN NAILS C� 16" O.C. 2"x2"x'/$" PLATE WASHER �\ U `NEW 2"x4" P.T. SYP No.2 x x---�s` X X x � ,� DRAWN BOTTOM PLATE W/ 1/2"Ox12" �� - PRB JUIN 7 2000 CHECKED THREADED STUD W/ 2"x2"x'/8" NOTE: SAWCUT CONCRETE SLAB WITHIN CCK PLATE WASHER 0 24" O.C. DRILL 12 HOURS OF CONCRETE PLACEMENT ' ' i\�i\ \� City of Atlantic Beach 6" AND EPDXY THREADED STUD 2 -#5 CONTINUOUS i Building and Zoning DAT 6/6 00 <n INTO EXISTING PRIOR TO NEW » » „ SCALE Cl) 1 -4 16 w x 16 d DEEP CONCRETE SLAB PLACEMENT SAWCUT SLAB, TYPICAL AS NOTED 8" 8" MONOLITHIC CONCRETE WALL FOOTING, W/ J08 N0. 3 MIN. MIN. EOO-089 2-#5 CONTINUOUS ELEVATION AT XIS _ SHEET WALL FRAMING MODIFICATI N 4 SECTION 5 WALL SECTION TYPICAL "A S-1 SCALE: 3/4 1'-0" S-1 SCALE: 3/4" = 1'-0" S - 1 519 ��� AV6 r�V60 o • � SHEET 1 OE 1 I General Notes i VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. ALL DIMEN51ON5 ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED, ALL NEW EXTERIOR DOORS AND WINDOWS TO MEET I 10 MPH WIND LOAD REQUIREMENTS. PROVIDE AND FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL NEW EXTERIOR AND INTERIOR MATERIALS AND FINISHES TO MATCH EXISTING UNLESS I EXISTING ATTACHED STORAGE OTHERWISE NOTED. SHED TO BE R1;MpVED� 5TAIR5 ALL NEW PLUMBING FIXTURES, 10'- 1 011 7- 1 112" 7- I.0 1/2 ' " 5'-8" 10-7" -9" }'- I " TO BE 1 2'- I -- ' - � TILE, LIGHTING FIXTURES, _ REMOVED CABINETRY AND FLOOR I I I I I I I ? I I I PORTION OF EXISTING I) v I -T t= = = COVERINGS TO BE SELECTED AND \ +- ->--i--I-�i�o I I I WALL TO BE REMOVED \\ II I \ APPROVED BY OWNERS BASED I I I I I I I I I I FOR NEW DOOR EXISTING WINDOW TO _ ON CONTRACTOR PROVIDED BE REMOVED ALLOWANCES. / I i BEDROOM HVAC SYSTEM REQUIREMENTS TO I �, REMOVE ALL EXISTING II BE DE>-ERMINED BY OTHERS. i f EXISTING DOOR.5 TO BE _ _ll I III PUMPING FIXTURES IN � ==4' REMOVED I III m III , BATHROOMS III N ALL FRAMING CONNECTORS BY III BEDROOM I (- �n REMOVE ALL.--iP--IDIII III w SOUTHEASTERN METALS (SEMCO), ]!��' CABINET KY TIL °JI IIII BEDROOM I ROOMREMOVE ALL. EQUIPMENT IIS, �I IIII - EXISTING WINDOWS TO EQUAL PRODUCTS MAY BE III I HPLUMBING I&JIJIII �� II BE REMOVED Ili SUBSTITUTED III I I ((�) FlxruR�s KITCHEN I \ I I III III I EXISTING WINDOWS 10 L — J �� CERAMIC TILE I IIIrFf �I _ BE REMOVED I II / 111 :==4 I REMOVE ALL KITCHENP.EMOVE II- IIILLL I CABINETRY REMOVE II FLUE II III I EQUIPMENT FLUE SHOWER \ III o CA_5ED 1 ` CLOSET CLOSET - - _O OPENING �! REMOVE AND RELOCATE ALL EXISTING ELECTRICAL WIRING IN N N II EXI5TING WALLS TO BE ter- EXISTING DOORS OPEN II (REMOVED c� 6) TO BE REMOVED UNDER `t r� m EXISTING DOORS T T —EXISTING WINDOWS TO STAIRS III TO BE REMOVED xIII SBE REMOVED REMOVE AND RELOCATE ALL III LIVING DOWN N Ifs EXI5TING ELECTRICAL WIRING IN 1 ROOM LIVING REIMOVEo ALTs To BE o III BEDROOM - III ROOM RECONSTRUCT EXISTING—///= —EXISTING FULL WALL TO 42" WALL III GARAGE - NVALLS TO BE FLOOK PLAN) III - EXISTING DOORS EXISTING REMOVED L �o �� TO BE REMOVED STAIRS TO R REMAIN \ EXISTING WALLS TO BE .- - Z �.-. _ - Trrrrrr�r�r� = = - - — REMOVED � W � � — — — -- — — - PORTION OF r \' _ — _-- it ' _._ EXISTING I FX 151-I"dG OVERHEAD I — WALL TO BE EXISTInIG U/INDDWS 7O — L DOOR TO BE = REMOVED BE REMOVED EXISTING DOORS TO BE _ SCREENED I REMOVED I FOR NEW `0 REMOVED �0 (. EXISTING WINDOWS— (: I I WINDOWS PORCH I No. Revision/Issue Date PORCH I I II ____,_._ __ . __•.,______ T � �d� — T �l� Firm Name and Address I ; 02114 Zzz/'TA1 222��Z=2 21 JOHN ROWAN - - - - -----3 , '-6" -__---_-_ --- ---- _ - ------ --- --- 420 LOWSR 8T N AVE . 5 . JACKSONVILLE BEACH , FL (904) 247-228 5ECOND f LOODEMOLITION �_ f R ALAN . �-_. II��T LOOR DEMOLITION FLAN �v- SCALE 114" = 1 '-0" SCALE 11411 = I '-O" - -- - -__-_--- ____-- -------- ------- -__.. . _. AI13 1P R O\1 E 0 Project Name and Address (:y of ATLANTI�BrEACH ALEX * BARBARA MANOLI pPR 2 578 BEACH AVE . r �. ATLANTIC BEACH , FL. I E C E V E Project Sheet APS; 17 2000 Date 1112100 City of Atlantic Beach E3uilding and Zoning, scoffs AS 5HC7WN of 5 sHEETs SIB S NAV I General Notes c''c'.L't=.' Jam.{'=_-- '•CT_:Yz. . .._ -_ .._._. ...... _ __ --- - - VERIFY ALL DIMENSIONS AND — __� 22 Q �.� �. ExI5TIr1G coNDrrloNs. #-4__ 22 _ 4' "_._ 4'-0° — _._ `}'�o� 7-0" _ i'-o"---__..��_ ri'2_ _ ALL DIMEN510N5 ARE MEA5URED `'W 2 5W ' TO FACE OF BLOCK, FACE OF xx� xx Q �D � xx ,� x . Q x FRAMING MEMBERS - UNLESS 0 (3) 2024 S.I. _ x 1°Yls-Ytyt;- P1EW 8" DEfWEEN 12% 1 2" CMU/C NCRETE w WALLS WINDOWS - C.�siNc� L OTf�i�RU/ISS NOTED. P NT (T(PICAL) I C0LUN1 1 w/ 4 VERTICALS x (TYPICAL 9 1-0C TIONS) ALL NEW EXTERIOR DOOr�S AND SHELF �r x Q i/9_•t�RYNV: 11, I WINDOWS TO MEET I 10 MPH WIND LOAD REQUIREMENT5. --, -�—,� -- �r �.d•rit,�nrr cr PROVIDE AND FOLLOW MANUffACTURER5 INSTALLATION _--- -- r_ __t . OWNERl5 ,� _ SCREE o u COVERED LINE of ,J t + BED __. / ORCN r1 �,� '- C)ET�1IL CONCRETE PORc�I ABovE INSTRUCTIONS. PATIO ALL NEW EXTERIOR AND IN rERIOR 1 0 20 x[ �, MATERIALS AND FINISHES TO MIRROR .-- - - x x y' N E MATCH EXISTING U L 55 C� } U-, OTHERWISE 1ERU/ISE NOTED. SHo�r _ F ` '-o' - . _ ALIGN PosrS ALL NEW PLUMBING FIXTURES, --� �. �, .. _ _ _ - - _ — __ _ — .._ ._ - - TILE LIGHTING FIXTURES, _ 1 — _ EQUAL �,�EC�UA.L �, Ev CABINETRY AND FLOOR 7x D `� }' o, COVERINGS TO BE SELECTED AND 31-/ 11211 �'--8 /2�� NIx 41-011 - — - a - i FT G" x G" 5YF #2 F057- APPROVED BY OWNERS BASED - --r - = cHArl I CEILING x .__ - --- � ti T� W/ I Pc 5EMCO ABFGG OF CONTRACTOR PROVIDED TYPICAL 4 LOCA 2GG,5 _ ( _ c( L OWANCE5. �HEIG ' T 0 0 u .r _ �!. a -3'_2" `n m � - l`J - — — N �,, 3 HVAC SYSTEM REQUIREMENTS TO IL - I/2" URED PLYWOOD 1 i_ _ _LI __ = srlowE ��_- -- 5 EEN _' - - __- OPEN PT F�.AMING BE DETERMINED BY OTHERS. __ �._ __.._.......__. __ x x CEILING` NO ITIONED FC)R PORC-1 DECK pp n x Q cid O P C FASTEN FLYU/OOD w/ 6d SPACE ABOVE) - AB>OVE z - J' COMMON NAILS @ G" o.c. ALL FRAMING CONNECTORS BY �. C (o) OWNER'S cv 4'-0" N5'-4 12" 4'-1 1/2" EDGES G" o.c. FIELD SOUTHEASTERN METALS (SSMC), NTSR� OR L�VAT ON wBATH _ __._ - 5 EQUAL PRODUCTS MAY BE U_j ^ 101 '-2' T SUB5 rITUTED -x HALF WALL N - ,,W _ - - --( - -- - (` — 5CALE 112"= I -O ¢ `� - N QQ �J x . - _ 5n,_z �) 42" A.F.F - o CLOSE r - - X © O x r _ _— - - -_� T_ T �_. - o CONTRACTORTO REPLACE ALL - - �, o E STING INTERIOR PLASTER WALLS o _ _ _ _ - T �.� CLOSET d x o AND CEILINGS WITH DRYWALL. 1 0 N I .., ,�r •.. u� — O n Q rn tD N PANTRY xCM - - CONTRACTOR TO COMPLETELY BUILT-IN WOOD,, HALF WALL 42" A.1=.F. - � BAT`1 �- �— ---- 10=�' -- REPLACE EXISTING ELECTRICAL OPEN TO STAIR 6ELOW 20G5 2068 SHELVES OPEN RAILING ,,v/ 1 WIRING SYSTEM PER PLANS AND I 2"x 12' SYP ,<#2 N 2468 2 - 2" x 12" 5YP #2 - - HEADER ABOVE NOTES. HEADER WITH I/2" CDX� �l �n PLYWOOD FLrrCr1 (OVER, - CONTRACTOR TO COMPLETELY 8 POSTS @ HALF WALL) GUEST S-IOWEF? `f' REPLACE EXISTING PLUMBING w 2EGF e ocK o = m BEDROOM «� / PLAYROOM SUPPLY AND WA5TF PIPING PER o _ �___ v PLANS AND NOTES. = = o o BEDROOM e BATH 7 Ex15r1NG r m ;' 9 CLOSE 45-CPQ' } �OW ... __. ._ 1. � —�.� lN ��� WALL N . �� r KITCHENQ0 U 42- _ _. A 1DEsor.l WINDOW - - N 2/ -NEW 2" 10' '5YP cv `� _ " #2 HEADER rr COMPUTER _ 3048 AREA 'I' `r CASED REMOVE J I }'-4 I'2" 5'-7 112" REF. 00 EXISTING ! '= 9 --- 2EEF WALLS I Qo �r 2648 0 — __._..._ _.. n� ~- 2068 OPEN BUILT'-IN WOOD HALF WALL 42" A.F.F. - "� O 2 I '_G (] UNDER, UP o OPEN TO STAIR BELOW �� o 3pG�. 2 x4 5YP #� -- r 5HELVE5 N cv N `� STUDS AT BEAN' _ , STAIRS dr) O BEARING -' w U 1 PC 3 1/2"x. 1 1 7/8" - c O r� 6� t9 '' � LAUNDRY _-- � i �� r ca PARALLAM PSL BEAM - ROOM ---- . N L W ___ _ �r> WALLS 5 No. Revish') Issue Gate p LIVING DOWN o _�� - _. k—„ NEW O cfl x N sr i pc. P 4x6 I } SERVICE C,, - BEDROOM ROOM - � SYP #2 P05T I rirrn Name and Address � <r � p �p c+� cv PANEL U t o N = �� REnnovE EXI5r1NG WALL v ,,, r o REPLACE Wi BEAM - a �_ FOLDING - JOHN ROWAN CABINET , . 4.. ,n _ TABU 420 LOWER 8TH AVE , 5. U U co _ — cv I c. 3 1/2".x 1 1 I/8"-- N N N PP.RALLAM PSL BEAM _ N JACKSONVILLE DEACk-1 , FL O ELIMINATE EXISTING N U WINDOWS o 2868 (904) 247-2286 NEW BEAM 13- I 111.4" _ _ 2'- 11 _ 12- 1034-L -- `� r. 40G8 �\ /� C� Project Name and Address WALL ALEX BARBARA MANOL_I EXIS-TING WINDOWS— �� 3pc5. 2"x4" SYP #2 I W ENTRY r STUDS AT REAM _ 578 BEACH AVE . BEARIn1GFORCH 2448 ATLANTIC BEACH , I'L. N -- _ 9070 OVERHEAD / 9070 OVERHEAD - 10" 1 11-411 9'- I 1" - 4'-�' .-- 3 1 '-.G" _ 3 I '-G' Project Sheet Date 5ECOND FLOOR FLAN _ � I RST FLOOR FLAN 1112100 SCALE I i/-E" .- 1 '_o" SCALE 1/411 = I '-o" Scale AS 5 H OWN OF 6 5H EET5 5 '7g $ r�r - General Notes VERIFY ALL DIMEN5ION5 AND � NEW Roof E;(ISTING CONDITIONS. 12 VERIFY "PLANE-INT( 12 12 VERIFY I pc. SEN/ICO RTPGA824 -� 5 V EXISTING R OF EACH SIDE (rYP.) `, NEW DIMEN51oNAL _ � 5 �� ALL DIMENSIONS ARE MEASURED FIBERGLASS SHINGLES VERIFYTO FACE OF BLOCK, FACE OF LISW AWNING ROOF OVER EXISTING _ f NEW DIMENSIONAL FIBERGLASS SHINGLES FRAMING MEMBERS - UNLESS WINDOWS q. 3 I " x 6" FACIA BOARD w/ I x 6 FACIA OA BARDD w/3 ) �J OTI-1FRWISF NOTED. I " x 2" DRIP BOARD WA L PLATE I x2 DR (MATCH EXISTING) ALL NEW EXTERIOR DOORS AND WINDOWS TO MEET I 10 MPH L. - �� I I I I �_f �_�_-_ I , 1. i l_ 11 WIND LOAD REQUIREMENTS. II I I I w � - _ PROVIDE AND FOLLOW apc5. 5EMCO � MANUFACTURERS INSTA LLATION KTPGA82 FROM BEAM TO ! I � INSTRUCTIONS. EXISTING �_ I I i ll— P05T (TYP.) 1_ _�1._-� I . II�_� I1._ ---1 __1.1 1 11--� �I�- I I - I I I !" I ( ALL NEW EXTERIOR AND INTERIOR WINDOWS O I _._1�L_. __�_ M.1 � .J--l�.�u__ - .- X41 F#�4'��4�-�-___. _LI�..._l� (. q _ Y' - -,..�-�,_�.L-.. 1.!..- a...11 11�1._L I 11 I I MATERIALS AND FINISHES TO - - T IN __ _ .L_ �- - ) - 1--1..�... l �� _ __ .. _1_L_ _LLl . 11 1 I-1 I1 - �1-l� 1 1 IULI � - - I i � � I MATCH EXISTING UNLESS 1._ L_1L_11-1]-_11 . �_ll_ .l�_ 1-11_�1�� .1L1 __.1 , 1 . l 1_L 1_L _ L_1� SECOND FLOOR �.�1-I _LU. L__� _� 1 �,_- _ 1 (MATCH EXISTING) � I OTHERWISE NOTED. ALL NEW PLUMBING FIXTURE5, _ 2" x 12" CEDAR I I LUMN (TY I I I I I I I I TILE, LIGHTING FIXTURES, TRIM STUCCO BEYOND G PANEL I pc. 5EMCO - CABINETRY AND FLOOR 1 gpc5 5EMCO TAP I G FROM 4pc5, 5EMCO� wool) R5 1 50 @ 32" COVERINGS TO BE SELECTED AND BEAM TO COLUMN (TYP.) 2 DOOM o.c. (TTP.) RTPGA82�4 � APPROVED BY OWNERS BASED OPEN FROM POST 10 m - � ON CONTRACTOR PROVIDED EllX45-CP2�4-20W / I j5EAM � / ' ANDERSON WINDOW ,.. � G" STUCCO- ALLOWANCES. 3 OYSTER SHELL OPEN BAND (TYP.) \ EMBEDDED STUCCO HVAC SYSTEM REQUIREMENTS TO 011 BE DETERMINED BY OTHEK5. (TABBY FINISH) FIRST OOR o a' 1 2"x1 2" CMU/CONCRETE OYSTER SHELL - ALL FRAMING CONNECTOR5 BY y COLUMN w/ OYSTER SHELL EMBEDDED STUCCO SOUTHEASTERN METALS (5EMCO), EXISTING RESIDENCE ADDITION EMBEDDED STUCCO TABBY (TABBY FINISH) EQUAL PRODUCTS MAY BE 12"x 1 MU/GONG TE FINISH COLUMN w/ OYSTER ELL ELEVATION SUBSTITUf ED EMBEDDED STUCCOT BY WE5T FINISH CONTRACTOR TO REPLACE ALL SIOUTH ELEVATION � A E =5C L 1/4 I -0 EXISTING INTERIOR PLASTER WALLS O� 2pc. 5EMCO RTPGA 824 AND CEILINGS WITH DRYWALL. 5CALE 114" I . SE CO RTPGA82�4 EACH 51DE qq IPC. '.a I pc. 5EMCO RTFGA82.4 EACH 51 E (TTP.) � 2 2" x 4" TRIM �, EACH SIDE (TTP.;) CONTRACTOR TO COMPLETELY 2" x 41' TRf 2"x4" K- CEDAR REPLACE EXISTING ELECTRICAL WIRING SYSTEM PER PLAN5 AND _ - - TRIM ( , .) NOTES. NEW ALUMN. WINDOW5 I I 11� '�"� L 8"x8" G " SS BLOCK II I Y O IN EXISTING WOOD � 1.� LLl MES all ` 4 ROPLACCECEX15TIN F UMBNG FRAI CEDAR SHINGLE 51DING 1 1_ 1. I II STAINED GRAY) I SUPPLY AND WASTE PIPING PER 2 15 LIGHT FULL GLA55 �_L ", 11-� ( - —CEDAR HINGLE SIDING PLANS AND NOTES. DOUR _Lt1 JL11. 1 � -�_ (STAINE GRAD I pc. 5EMCO I I LL- LL- L - L! �I L. Il-L� L FI1\1I5HE FLOOR NEW ALUMN. WINDOWS R5 150 @32" I� I I I ; � FINI5HED FLOOR ly o.c. (TYP.) (�—I pc 5EMCO RS 150 O 8" x 8" GLA55 BLOCr� I I �-�-�-� @` " C.C. (TYP.) NO ' FORCH ELlow WEST PORCHLLLVA ION SCALE 1/4.. I '-0" SCALE 1/411 - 11-011 BALLOON FRAMED x GABLE END w/ 2"x4" 5pf #2 5TUD5 @ 12" o.c. f MAX. a. X-BRACE GABLE NEW AWNING-� NEW DIMENSIONAL �� END A5 PER Revision/Issue ate ROOF OVER , 5 FIBERGLASS SHINGLES STRUCTURAL 5- 1 NEW ROOF TO EXISTING No- D NEW AWNING ROOF l�12 _ OVER EXISTING NEW DIMENSIONAL I " x " FACIA BOARD wl-- I pc5. 5EMCO RTPGA824 __I "PLANE-INTO" WINDOWS WINDOWS FIBERGLASS 5HINGLE5 I " x DRIP BOARD EACH SIDE (TYP.) EXISTING ROOF F EX15rIP1C7 WINDOWS Firm Name and Address I EXISTING WINDOWS �^ I ` x G" FACIA BOARD w/ WALL PLATE JOHN ROWAN I " x 2" DRIP BOARD (MATCH EXISTING _ -� 1111A - __ - LCL —LLLL. _11-.1. ,_11- 2 o Lowe 8 rrI AVE , 5 . U _ �_1.L.1*�-. _ 11� 1.1__._1 Li l�L_L1� —�l L - I- � u._l._ _ J AC K5O N V I LLE BEACH , I'L O Q - -J1-L - - __1- �._� _1 . 1 :I J�11.1. 1� _I_-L_ _LL .1 _ 1 1_L1--1 (9 O 4) 247-228G L _U�L1 _1L1_ _11_J _;1 -1 --11_11 _ I I 1l � � , � .1_L1-1— ...��. _ __. L.L� -� 1 ._ .�.�__1.L_�--1_�.�- 5�,�1 D �'�--1�_.�_.1_ JLL� iLl __11 - --..1a l .._l�_11_ J1� 1 - , , _ I CT 1.> _1 I.- - _l1� L_L1J�_ll�l- - -- �'�. 1--111_ ► .__1 �_l I I LU 1-11_l_ l_Ll 11_l_l l_ _� U. L_ IL _ -_I 1L L� - I . I I 1 l Ll_� �__J �1.1 __11-1 -. - 1. 1.1.-1_.CEDAR SHINGLE IDIIINGII -LUIII I _.. _ 1._ �_l�- _ _ Project Name and Address �. J ..1 L_ _.� _.�I (STAINED GRAY),Ltl --1 IJ L .�-1_. _l.l—.l- _..1� - .L_ i1.. SECOND FLOOR __1L i 1 IILLL 1 -� L l 1If -� ' I 11._�II �. I I I�LI � 11_I�< <_11...1�L1J-L- (MATCH EXISTING) -�-- ALEX � �3AI�F3A(�A MANOLI - I pc, 5EMCO K5150 I i 4pc5 5EMCO TAP 16 FROM I I I _ -ENCLOSE 578 BEACH AVEINIPb @32 o.c. (TYP.) BEAM TO COLUMN (TYP.) 1 1 PORCHG ATLANTIC BEACH , fL. m/ cn 7—OPEN OYSTER SHELL ALIGN POST w/ PORCH P05T 1 EMBEDDED STUCCO 2 12N 12" CMU/CONCRETE �� BEYOND (SEE FLOOR PLAN) (TABBY FINISH) COLUMN w/ OYSTER SHELL 1 1 1 PSheet EMBEDDED STUCCO TABBY ��J roject FINISH FIRST FLOOR EX15T INC � - - ()ate I / 1 1 /00 ADDITION Scale A5 SHOWN OF 6 SHEETS BAST ELEVATION - NORTH ELEVATION SCALE 11411 = 1 '-0" SCALE 1/4" = I '-Oil - 3 112" x 14" PARALAM 11 BEARING WALL General Notes r r VERIFY ALL DIMENSIONS AND �i \Q DOL. 2"x 10" 5 #2 w/ I/2" CDX , EXISTING CONDITIONS. PLYWOOD FLI . H BEAM. SPLICE r TOGETHER w/ ROWS I Ga ALL DIMENSIONS ARE MEASURED COMMON NAI @ 12" o.c. r TO FACE Of BLOCK, FACE OF +��' ut FRAMING MEMBERS - UNLE55 r Q ry N OTHERWISE NOTED. ��p 00 KING P05T N r (2) 2" x 12" P.T. 5,, #2 O? U r , J BAND BOARD. SPL E TOGET`IFF, ALL NEW EXTERIOR DOORS AND �r u' r w/ 3 Rows 12d C N1MON NAILS �NINDOWS TO MEET I 10 MPH °- "' t @ 12" o.c WIND LOAD REQUIREMENTS. PROVIDE AND FOLLOW x L ° J MANUFACTURER'S INSTALLATION r `p D I� r r F� -= N _ INSTRUCTIONS. ' FC N uj= ALL NEW EXTERIOR AND INTERIOR u w Q ��� r c�n �' - - A MATERIALS AND FINISHES TO cV p ur U r 1 " o - -' TING UNLESS MATCH EXIS �;� KING P05T x OTHERWISE NOTED, - -- — _PLJ - -- N - DOL. 2"x 10" 5YP #2 w/ r � - - r rj, @} I/2" CDX PLYWOOD r N 7 M ALL NEW P � � . I DBL. JOIS L a iNBIIXTUR SFIXTURES, FLITCH BEAM. SPL CE r TILE, LIGHT G , _ TOGETHER w/ 3 ROWS r CABINETRY AND FLOOR WI Gd COMMON NAILS COVERINGS TO BE SELECTED AND @ 12" o.c. APPROVED BY OWNERS BASED CONVENTIONAL ;� z _ r ---- - J.L rI P�KG 2 1 O ' FRAMED DORMER w/ O - ON CONTRACTOR PROVIDED 21x611 L „� — =54MUc ar w J RAFTERS @ 24" -- r O i=- --F-- _ ALLOWANCES. A�.G.�L�:.:.;r • ...._.... 3pcs. 2"x 12" P.T. SYP #2 w/ 2"x4" COLLAR h.�m BAND BOARD. SPLICE HVAC SYSTEM REQUIREMENTS TO _ -- - -- - TOGETHER w/ 3 ROWS BE DETERMINED BY OTHERS. I Gd COMMON (, " JKING P05T "s 2"X4" WALL o J EACh SIDE ALL FRAMING CONNECTORS BY _ r 7 Cl_ Q x A r SOUTHEASTERN METALS (5f-MCO), - EQUAL PRODUCTS MAY BE SUBSTITUTED - - - - -- - - ----� - 3 112" x 14" F-AFALAM :. CONTRACTOR CO REPLACE ALL----..` M _ L10 EXISTING INTERIOR PLASTER WALLS N u - HANGER AND CEILINGS WITH DRYWALL. CONTRACTOR TO COMPLETELYCAL > b w ❑_ _ � ` °L WIRING SYSTEM PER PLANS AND z t:= ROOF TO PLANE o N f PLAN �_ - NOTES. 1TO EXISTING o CONTRA CTOR TO COMPLETELY REPLACE TING PLUMBINGSECONDfLOOK SAMING S SUPPLY AND WASTE PIPING PER , FA5YEN ALL 1/2" CDX PLYWOOD . JF N 1011 SYP #2 LEDGER SCALE 1 /,4" = 1 '-O" PLANS AND NOTES. 5-1EATHING w/8d COMMON WIRE N 5 LATE FASTENED TO @ 4" o.c. EDGES AND G' o.c. FIELD. EXISTING I I I I 11..1 Ca Z F- N KOOf fRAMING FLAN ._ LOT 6 6LOCK 19 ATLANTIC DEACN No. Revision/Issue Date P.13. 5, PAGE G9 Firm Name and Address 156.56' CONC. WALK_ n JOHN ISO WA N 420 LOWER 8TH AVE . 5 . 5ECONCI 5FORY 5CRt=Fr Q PORCH A°DITION J AC K5O N V 1 LLE B EACH , EL z � a �-1 L, ¢ o12.2' bn EXISTING IW0Q 02 oSTORY FRAME N I1I Q (q04) 2,47-228(; C\J y U VINYL RESIDENCE 0 Q 02 ::3 #57(5 O i--- Il_1p (� 3.6' tXV5FING U tr1 - 5CRUNE) In O I N PORCYt N LLI I U Project Name and Address SECOND 5TORY ADDirION 3G 3' Il; ALEX � BARBARA MANOLI 155.45' (CONC. WALK 578 BEACH AVE . i ATLANTIC BEACH I'L. LOT 4 LOT 5, BLOCK 19, ATLANTIC BEAC`�, A5 RECORDED IN Project Sheet PLAT 500K 5, PAGE G9, OF THF PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA Date I / I 1 /00 51TE PLAN SITE PLAN BASED ON scale INFORMATION PROVIDED BY A5 SHOWN OF SHEETS RICHARD MILLER d A550CIATE5, SCALE 111- 20' INC. IN A BOUNDARY SURVEY MAP DATED AND 51GNED AUGUST 12, I 1999 � u i u i u u 3-0 x 3-0 x 1 -0 d ti NOLITHIC CONCRETE COLUMN OOT A .,., �. #5 EACH WAY (TYPIC'. L 9 Aa LOCATIONS A7 12"x 2") CMU CONCRETE COLUMN,( General Notes 7S ELECTRICAL I'IXTURE LEGEND ELECTRICAL NOTES IL I F � EBAR CONT. � VERIfY ALL DIMEI`151ON5 AND MASTER PULL 3 WIR NEW 12" x 12" MONOLITHIC CONC. I #41,S 70 CEILING PAN I I a EXISTING CONDITION5. BEDROOM � WALL MOUNTED LIGHT LOCATIONS AND PROVIDE 5 UPTIO A CEILING FOR FAN. FOOTING W/ (2) #5 BAR5 CONTIN. � � ALL DIMENSIONS ARE 1VIEA5URED CEILING LIGHTGOMPLEfI=L REWIRE EXISTING y� N THICKEN , D TO FACE Of BLOCK, FACE OF ® RECE55ED LIGHT r�, 4 CONCRETE 5LAB ON COMPACTED FILL w/ EDGE DE AIL FRAMING MEMBERS - UNLESS STRUCTURE w/ NEW SERVICE PANEL rl I GxGx 10 WWM ON .COG VAPOR BARRIER, 501L OTII-IERWI5E NOTED. FLOOD LIGHTCONNECT B ILDING ELECTRICAL J'I I TO BE TREATED WITH CHEMICAL TERMITE BAf�RIER BY EXISTING BOND HOLDER ALL NEW EXTERIOR DOORS AND DUPLEX RECEPTACLE U5E FROM UPLEX TO 51NGLE WINDOWS TO MEET I I Q MPH + 1 ►_._ + --� FAMILY w/ NE ELECTRIC METER T WIND LOAD REQUIR SWITCHED DUPLEX RECEPTACLE NTS. ELECTRICAL LAYOUT PROVIDED FOR - PROVIDE ANDFOLLOW GPI GROUND FAULT INTERRUPT CIRCUIT PLANNING Pf (D5E5�7iVt'Y�" I I I MANUFACTURER'S INSTALLATION WP TOGGLE SWITCH CONTRACTOR TO VERIFY SELECTION I AND PLACEMENT Of ALL ELECTRICAL �' INSTRUCTIONS. �;. 53 3 WAY TOGGLE SWITCH EQUIPMENT. cv L-. ALL NEW EX TERIOR AND INTERIOR 7v CABLE TELEVISION OUTLET I MO x MONOLITHIC x I '-0"d T A ', MONOLITHIC CONCRETE � A MATERIALS AND FINISHES TO iry SCREEN TELEPHONE JACK PROVIDE GFI CIRCUITS A ALL I I 2 MATCH EXISTING UNLESS OUTLETS AT WET OR DAMP COLUMN FOOTING w/ 3 #5 WP WATER PROOF FIXTURE AREAS. I EACHWAY. OTHERWISE NOTED. t I G"x6'CPO5TAL 4 LOCATIONS AT R, P ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, CABINETRY AND FLOOR 3 #5 2' G" REBAR I ( G I 3 #5 x 2 -6 REBAR DRILL EPDXY # DRILL G" EPDXY COVERINGS TO BE SELECTED AND R DRILL G" $ EPDXY REBAK INTO EXISTING INTO EX15TING I••— APPROVED BY OWNERS BASED INTO EXISTING SLAB, 24" 0,c. FOOTING I ON CONTRACTOR PROVIDED kt) MASTER R FOOTING +, ALLOWANCES. BATH I WP WP WP HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. ° O FLORE5C NT R I LIGHT o f __ -- — — — — -�- ALL FRAMING CONNECTORS BY �J o o - -- - - �, --��:�= �-�-•�=- � �---- ��• SOUTHEASTERN METALS (SEMCO), G 1 -- EQUAL PRODUCTS MAY BE EXHAUST _� 12"(d I G° MONOLITHIC CONCRETE SUBSTITUTED m THICK(;NED EDGE � I BATH WALL FOOTING w/ 2- #5 CONTIN. FAN CONTRACTOR TO REPLACE ALL BEDROOM - EXISTING INTERIOR PLASTER WALLS BEDROOM PLAYROOM -2 #5 R.EBAR CONT. AND CEILINGS WITH DRYWALL. I � CONTRACTOR TO COMPLETELY REPLACE EXISTING ELECTRICAL WP EXHAUST CLOSET FAN NOTES. WIRING SYSTEM PER PLANS AND ° R ' ° � CONTRACTOR TO CO KITCHEN � � "' � �---- EX151-INC COMPLETELY a , 3 FOUNDATIOIN ---, REPLACE EXISTING PLUMBING BATHSUPPLY AND I _ PLANS AND NOTES. PER ° _ -- COMPUTER 0 AREA 3 2 1 '-4" --- U P— _ N (,p LAUNDRY 0 ROOM 3'-0"x 3'-O"x I '-0"d w/ x4 #5 EACH � WAY MONOLITHIC CONCRETE to � l�_�__ SPOT FOOTING BEDROOM FOR NEW BEAM � s PosT DOWN �o GARAGE x I I � FLOKE5CENT FLORE5CENT LIGHT LIGHT m -� LIVING �i No. Revision/Issue Date � N ROOM 0 (� /1h OPENER NEW CONCRETE FLOOK FOR GARAGE OPENER Firm Nome and Address `If' 4" CONCRETE SLAB ON COMPACTED FILL w/ Co GxGx 10 WWM ON .00G VAPOR BARRIER, 501L JOHN ROWAN TO BE TREATED WITH CHEMICAL TERMITE \ , BARRIER BY EXISTING BOND HOLDER �20 LOWE� 8�� Av cj JACK50NVILLE BEACH , FL (904) 247-2286 PORCH LL-1I I ( ( _ v F Project Flame and Address ALEX � BARBARA MANOL1 578 BEACH AVE . IiIIIIIIIIIN ATLANTIC BEACH , FL. i I AL FLAN fIR5T FLOOR ELECTR( CAL FLAN �ouNDATIoN FLANICOND � LC�OR � L�CTR C5Project Sheet _--- SCALE 1/4" SCALE 1 /4" = ) '-0" SCALE 1/4" = I '-0" = I '-Q" oats 1112100 Scale A5 SHOWN of 6 SHEETS General Notes VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FAP 186 (TY F.) pc. TYP.) KRIMCO I DGE BEAM FRAMING 10" SYP #2 FRAMING MEMBERS - UNLESS OTHERWISE NOTED. ALL NEW EXTERIOR DOORS AND FASTEN ALL 1/2" CDX PLYWOOD WINDOWS TO MEET I 10 MPH 12 ROOF SHEATHING w/ 8d WIND LOAD REQUIREMENTS. 5 . . . . COMMON WIRE NAILS @ G" PROVIDE AND FOLLOWo.c. EDGES AND G" o.c. FIELD. MANUFACTURER'S INSTALLATION 2" x 6" 5YP #2 INSTRUCTIONS. COLLAR TIE @ EACH ALL NEW EXTERIOR AND INTERIOR FASTEN CEILING JOI5T5 TO RAFTER SET w/ RAFTER w/ 8- 1 2d COMMON .5- 12d COMMON MATERIALS AND FINISHES TO NAILS EACH END 2" x 8" 5YP #2 NAILS EACH END MATCH EXISTING UNLESS I P.C. SEMCO HDP2X w/ RAF-TER @ 24" o.c. OTHERWISE NOTED. _ COMMON NAILS, R - 30 FIBERGLASS ALL NEW PLUMBING FIXTURES, EACH RAFTER (TYP.) BATT INSULATION I pc. SEMCO HCFLK 2pc5. 2" x 10" _'5YP #2 HEADER TILE, LIGHTING FIXTURES, ---- — - -.- -.-.- - - -_ fw�Y:a ° 'y'` - WITr-1 112" CDX PLYWOOD FLITCH CABINETRY AND IF LOOK TOP PLATE (OVER POSTS @�? PORCH) (MATCH Ex15TING) K _ HH�'-- COVERINGS TO BE SELECTED AND 2" x G" 5YP #2 CEILING �`T_ PLATE APPROVED BY OWNERS BASED \(2) 2" x 4" #2 5YP TOP PLATE J015T @ 24" ox. �;s, 2" x 4" 5YP #2 SUB-FACIA $ I " x ON CONTRACTOR PROVIDED '`F° G" SYP #2 FACIA w/ I " x 2" PT MATCH EXISTING SAVE I TTP4 @TOP OF EACH "``azy ALLOWANCES. CONTINUOUS STUD AT 3/8 ROUGH TEX WOOD +�'t;" DRIP BOARIp OVERHANG I" r� pYP #2 TRIM OVER I TPP4 @ TOP Of I G" O.C. GROVE CEILING. FASTEN rf��i�CH SCREENING HVAC SYSTEM REQUIREMENTS TO EACH CONTIN0005 w/ Gd COMMON NAILS l,w ' BE DETERMINED BY OTHERS. G" o.c. EDGES Gil STUD @ I G" o.c.. @ o.c. FIELD, gTYi INSEC"T SCREEN ALL FRAMING CONNECTORS BY 112" CDX PLYWOOD SOUTHEASTERN METALS (SEMCO), INSTALLED HORIZONTALLY@ .�:". EQUAL PRODUCTS MAY BE WITH SOLID BLOCKING A7 2" x 4 SPF #2' 2 x 4 5PF #2 '"'f� EDGES - NAIL 3" AT EDGES I G" o.c. STUD I G" a.c. STUD �� ,i � SUBSTITUTED AND G" IN FIELD w/ 8d WALL WALL s tip-,. `k CONTRACTOR TO REPLACE ALL COMMON WIRE NAILS ¢ R- 13 FIBERGLA:55 - 13 FIBERGLASS 2 x 4 5YP #2 EXISTING INTERIOR PLASTER WALLS INSULATION OV INSULATION PT HAND RAILING AND CEILINGS WITH DRYWALL. CEDAR SHAKE SIDINGNAIL ALL 3/4" STURDI-FLOOR PLYWOOD 5UB-FLOOR -SHEATHING w/ I Od COMMON WIRE NAIL5 o.c. "' 4 x 4 SYP #2 CONTRAC-rOR TO COMPLETELY I pc. SEMCO RS 1 50 @ 32" o.c. EDGES AND G" o.c. FIELD. ,: %` - I pc. SEMCO RS 1 50 @ 32" o.c. PT POST REPLACE EXISTING ELECTRICAL \ FROM STUDS TO BEAM 5/4 x G 5YP #2 PT DECK BOARDS WIRING SYSTEM PER PLANS AND FROM STUDS TO BEAM 2" x 4" 5YP #2 I " x G" 5YP #2 PT � NOTES. x 4" 5YP # FASTEN w/ 2 c5. DECK SCREWS OR BOTTOM PLATE OTTOM PLAT p SECOND FLOOR 3 1/2" x 14" PARALLAM 12d GALVANIZED COMMON NAILS @ POST TRIM (MATCH EXISTING) BEAM - EACHCONTRACTOR TO COMPLETELY PORCH FLOOR i 14" TJI/PRO 250 JOISTS @ 24" o �- ---:— _ _ __--.-- _ -- ---- — REPLACE EXISTING PLUMBING 2" x 12" CEDAR TRIM NEW 2" x 10" 5YP #2 P7 DECK JOIST @ I G" o.c, w/ UHFKG2 10 @ EACH END SUPPLY AND WASTE PIPING PER �� �•''` PLANS AND NOTES. �,. 3 I/2" x I PARALLAM4Sk LAM 2" x 1 2" CEDAR TRIM NEW PT 2" ,x 1.0" 5YP #2 BAND NEW (3) 2" x 12" 112" ROUGH TF_( W �6 BOARD w/ 3 ROWS I Gd COMMON SYP #2 PT BEAM GROVE CEILING TEN I pc. SIMPSO ITT 14 @EACH NAILS w/ Gd COMMON NAILS, syn { r+ @ G" ox. EDGES # G" t, o.c. FI D. 12"x 12" CMU/ 6" x G" P.T. 5YP #2 CONCRETE COLUMN ' PO5T5 A7 INTERIOR w/ 4 #5 VERTICALS — '� t ` BEARING LOCATIONS m W4 Jy 4" CONCRETE SLAB ON COMPACTED FILL w/ GxGx 10 WWM ON .00G VAPOR BARRIER, SOIL `+, TO BE TREATED WITH CHEMICAL TERMITE BARRIER BY EXISTING BOND HOLDER SEMCO ABP6G AT EACH 0 0 POST TO FOUNDATION CONIC. SLAB 0.0' Yt FINISHED FLOOR 0.0' No. Revision/Issue Dote GRADE ^ ° �\ Firm Name and Address � 3-O x 31-011x l -O'd MONOLITHIC 2'-0" x 2'-0" x I '-0''d MONOLITHIC CONCRETE FOOTING w/ 4 #5 NEW 12" x 12" N/ONOLITHIIC JOHN N �QWAN CONCRETE FOOTING w/ 3 #5 EACH WAY (BEYOND) CONC. FOOTING w/ (2) #5 BARS EACH WAY CONTIN. 420 LOWER 8TH AVE . S . JACKSONVILLE BEACH , FL A CROSS (904) 247-2286 \ 5 SCALE 112" = I '-Oil Project Name and Address ALEX * BARBARA MANOLI 578 BEACH AVE.a ATLANTIC BEACH , FL. Project Sheet Date 1112100/ 12/00 Scale AS SHOWN OF 6 SHEETS