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133 BELVEDERE ST - PERMIT RES17-0231OFFICE COPY 0 OWN vL'o O 9.S 1 0 ryI. DA� ID SIRE (50' EPVUf ,o- �% R)GHr OF wAPLAT) ENI , E/rvy s 0.7 "VE FENCE MAP SHOWING BO U IDARY, TOPOGRAPHIC & TREE SURRTITEY WITH PLOT PLAN OF OFFICE C Y LOT 600 AS SHOWN ON MAP OF SECTION N o . 1 SALT -AIR AS RECORDED IN MAP BOOK 10 PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DU✓A1 COUNTY FLA. nn­Nc CWnWN NFPF/1R! dPF P.7P Ff11 iN11ATIIN P!LN LOT 600 2074 ET LOT SIZE 5,(,'000± SO. FT. DRIVEWAY TO R/W 341± SO. FT. ENTRY WALK 251 SQ. FT. APPROXIMATE SIDEWALK 0± SO. FT, RIGHT-OF-WAY LENGTH 50 FT. TOTAL IMPERVIOUS AREA 1,781± SQ, FT. 3671 SHALLOW SWALE 5' OFF PROPERTY LINE f{10.3) (J r c x(10.4) 9 9 O 8 o � 10J •c f O s PROPOSED 10.2 ` ASC = AIR CONDITIONER FND. = FOUNDESM'T CUSTOMER 's 2. -7 P, R.M. FERNENT REFERENCE MA MOON MONUMENT MONUMENT RESIDENCE r(10.3) a / �o�; I.R. Q� 2074 RT O = CEL.A ANGLE P C = PCINT OF CURVE } a a � � w=30.00' A = AR ARC PO C. POINT OF COMPOUND CURVE R = RADIUS D=50.67' o a 0 h FP.dcL.= FLORIDA POWER S LIGHT = DEEDi„PICAL _ �P} _ .LAT 4)/ "�4sor✓ t"rgLL ARr O,y cin �v E 1 SHALLOW SWAL E 5' OFF PROPERTY ALINE G 42-Z, v I 1'-- C" las a Q 1 oa O I 4 114-12�13MP f(1a1j Q z / `iZ s 0 (10.5)waL-, a+- �t 16 CH coo. rsc 0`1` � Lar �o',`r`_� (10.4 (10.5) w 2'nvw 1 0. I DENOTES FOUND 1/2" FY. E. = F;Nis:+ FLOOR ELEVATON COV. = COVERED ASC = AIR CONDITIONER FND. = FOUNDESM'T iL. = ICENT`F;CA^ON GONG = EASEMENT = EE P, R.M. FERNENT REFERENCE MA MOON MONUMENT MONUMENT MONUMENT •oN = IRON PIPE �- = POINT OF TANGENCY I.R. = IRON ROC P.C.P. = PERMA.NENT CONTROL PO4NT O = CEL.A ANGLE P C = PCINT OF CURVE § = CHORDLENGTH pR.0 PO!hT ^F REVERSE CURVE A = AR ARC PO C. POINT OF COMPOUND CURVE R = RADIUS B.R.L. = BUILDING RESTRICTION (Cj = CALCUL cO FP.dcL.= FLORIDA POWER S LIGHT = DEEDi„PICAL _ �P} _ .LAT NGVD NATIONAL GEODETICVERTCAL DATUM �R)) RADIAL LINE NAVO NORTH AMERICAN VERTICAL DA -;M j = CENTER LINE N.T.S. = NOT TO SCALE R/W = RIGHT -CF -W Y LB = LICENSED BUSINESS (A) = AC,uAL PJ. POINT OF INTERSECTION EOW = EDGE OF WA;LP. (W) = WITNESS TOB TOP OF BANK 0. I DENOTES FOUND 1/2" ® IRON PIPE NO LD 543 ii UNLESS OTHERWISE NDTED `etg.f" P1�4 WM - DENOTES WATER METER - DENOTES 12" SQUARE CONCRETE POWER POLE § o P CRB - DENOTES CABLE RISER BOX Q� OS - DENOTES 24" SANiTAFY SEWER MANHOLE 00,00- DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) 00.0_X - DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) UNDERGROUND ENCROACHMENTS NOT LOCATED THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN z o ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THISCOUNTY. O.o W THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X° AS SHOWN n ON FLOOD INSURANCE RATE MAP 0409 H FOR Dy1VAL COUNTY, FLORIDA, F.I.R.M INDEX DATE 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. L,1c SU _101.5 - 3-51 SAY SE PUCE SUIT Is - J -KSOWU& FL A!iJ, 32231 _ 90I1279 -M98 - LIGE360 ,'-AN,',, 9L_IN'ES - 3657 O DRAINAGE NOTE: 1. THE COVERED PORCH AND STOOP SHALL BE o.$) Cc SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE �� CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. DRAINAGE LEGEND PRE -FLOW ARROW a'V- POST -FLOW ARROW /00.0 00.0 PROPOSED SPOT EL. f X TO BE REMOVED (00.0) EXIST. SPOT EL. — • — PROPOSED SHALLOW SWALE GRAPHIC SCALE 20 10 20 40 ( IN FEET ) 1 inch = 20 ft. In � w w L' -I O z � = Q CO U - U) aw Li 0Q w W U z_ Q w Q M U LJ Ld I Q I REVISICNS A CK 80 1 DESIGNED JOB NO.: 71723.61 SHEET NO. OFFICE COPY 0 a E Z O oQo 0 1 (9.95 1 o '(10.1) 10.( MAP SHOWING BOUNDARY, TOPOGRAPHIC & TREE SURVEY WITH PLOT PLAN OF LOT 600 AS SHOWN ON MAP OF SECTION No. 1 SAL TAIR AS RECORDED /N MAP BOOK 10 PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. DA VID (P R- A `IVEr��STREEl RIGHT OF ER pCq T) Wq y) 1'Nc ENO 6' VINYL 0.7 NF FENCE `18.7'1 '5 e 10.1 O ` LOT 600 2074 RT LOT SIZE 5,000± SO. FT. DRIVEWAY TO R/W 341± SQ. FT. ENTRY WALK 25± SQ. FT. APPROXIMATE SIDEWALK O± SQ. FT. RIGHT-OF-WAY LENGTH 50 FT. TOTAL IMPERVIOUS AREA 1,781± SQ. FT. 367 `SHALLOW SWALE 5' OFF PROPERTY LINE .,(10.3) L p r o /10.4) 5 9 9 vNy' eNCE Q 0.4; O. g'SE \ O 7� 8 46 4 ( ON M 3, ARY C/Ne 5°QO>cc LU /SHALLOW SWAL 5' OFF PROPERTY INE 7 •8 D COV. PROPOSED 10.2/. CUSTOMER o o �(10.7� 1 o / 3 ' o / D=50.67' o MONUMENT MON. n LP.=IRON a a 11+12, 13MP o : f- 4 ` I/6"CH 15"MP - J/ 16"CH x(10.5) wAcc 7on��ono_��,.7'Sf6" DELTA ANGLE K'00 10.5 L 0 T ` 0 FENCE (65.4 J 0.4; O. g'SE \ O 7� 8 46 4 ( ON M 3, ARY C/Ne 5°QO>cc LU /SHALLOW SWAL 5' OFF PROPERTY INE DENOTES FOUND 1/2" 0 IRON PIPE NO I.D. UNLESS OTHERWISE NOTED WM - DENOTES WATER METER 0 - DENOTES 12" SQUARE CONCRETE POWER POLE CRB - DENOTES CABLE RISER BOX (S - DENOTES 24" SANITARY SEWER MANHOLE 00.00 * - DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) 00.0_x - DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) 7 •8 39.0' COV. PROPOSED " 10'2 1 CUSTOMER '8 2 r RESIDENCE /10.3) o / 2074 RT r W=30.00' ' o / D=50.67' o MONUMENT MON. 42 2' /1 LP.=IRON a a 11+12, 13MP x{10.1) 0 3 4 ` I/6"CH 15"MP - J/ 16"CH x(10.5) wAcc 7on��ono_��,.7'Sf6" DELTA ANGLE K'00 10.5 L 0 T ` 0 FENCE (65.4 J 6 p FENCE ARC LENGTH 1T. �'SW (10.4 2 NW DENOTES FOUND 1/2" 0 IRON PIPE NO I.D. UNLESS OTHERWISE NOTED WM - DENOTES WATER METER 0 - DENOTES 12" SQUARE CONCRETE POWER POLE CRB - DENOTES CABLE RISER BOX (S - DENOTES 24" SANITARY SEWER MANHOLE 00.00 * - DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) 00.0_x - DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) -aq F.F.E. = FINISH FLOOR ELEVATION COV. COVERED A/C = AIR CONDITIONER FND. = FOUND LD, = IDENTIFICATION ESM' EASEMENT P.R.M. =PERMANENT REFERENCE CONC =CONCRETE MONUMENT MON. = MONUMENT P.T. = POINT OF TANGENCY LP.=IRON PIPE P.C.P. = PERMANENT CONTROL POINT I.R. =IRON ROD P.C. POINT OF CURVE p DELTA ANGLE P,R.C. = POINT OF REVERSE CURVE CH = CHORD p C C. = POINT OF COMPOUND CURVE A ARC LENGTH B.R.L. BUILDING RESTRICTION R (C) = RADIUS CALCULATED CALCULATED F P.hL= FLORIDA POWER k LIGHT = DEED (TYP.) TYPICAL SD) = NGVD = NATIONAL GEODETIC VERTICAL DATUM 11RP RADIAL UNE XT NAVO = NORTH AMERICAN VERTICAL DATUM i CENTER UNE N T_S. = NOT TO SCALE R/W = RIGHT-OF-WALB = LICENSED BUSINESS PJ. = POINT OF INTERSECTION (A) - ACTUAL EOW EDGE OF WATER (W) - WITNESS TOB TOP OF BANK DENOTES FOUND 1/2" 0 IRON PIPE NO I.D. UNLESS OTHERWISE NOTED WM - DENOTES WATER METER 0 - DENOTES 12" SQUARE CONCRETE POWER POLE CRB - DENOTES CABLE RISER BOX (S - DENOTES 24" SANITARY SEWER MANHOLE 00.00 * - DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) 00.0_x - DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) ( IN FEET ) 1 inch = 20 ft. SHEET NO. -aq THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. 41 Z 0 THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN Q 0 z ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. r� o J THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN x ON FLOOD INSURANCE RATE MAP 0409 H FOR DUVAL COUNTY, FLORIDA, F.I.R.M INDEX DATE 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LLQ / LAUD SURVEYORS - 3751 SIN JOSE PLACE SU17E 15 - JACKSON14UE ELCRSH, 32251 - AOA/219-OOM - UCENSED LAND BUSINESS NO. 3051 Tn ' wstt 10.3) LLJ u) 4p ^ . (10.3 � o � = ( IN FEET ) 1 inch = 20 ft. SHEET NO. UNDERGROUND ENCROACHMENTS NOT LOCATED dot THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. 41 Z 0 THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN Q 0 z ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. o J THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN x ON FLOOD INSURANCE RATE MAP 0409 H FOR DUVAL COUNTY, FLORIDA, F.I.R.M INDEX DATE 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. LLQ / LAUD SURVEYORS - 3751 SIN JOSE PLACE SU17E 15 - JACKSON14UE ELCRSH, 32251 - AOA/219-OOM - UCENSED LAND BUSINESS NO. 3051 Tn 10.3) LLJ Li (10.3 � o � = Q %' 110.3 ^ Cf) v m 6 LLL w DRAINAGE NOTE: o o Q w v Q z � 1. THE COVERED PORCH AND STOOP SHALL BE > 10.6 SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE w Q o 6) CONNECTION POINT OF THE PORCH AND STOOP,THE m c� _ o TYPICAL ELEVATION DROP SHALL BE 4 INCHES. LIJ z a Q 0 0 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N "? cry -J BELOW F.F. ELEV. �z DRAINAGE LEGEND 00.0 00.0 `-�� PRE -FLOW ARROW PROPOSED SPOT EL. REVISIONS 10.5) <A,- POST -FLOW ARROW X TO BE REMOVED (00.0) EXIST. SPOT EL. - • - PROPOSED SHALLOW SWALE Cc ` GRAPHIC SCALE PLOT DATE 10/182017 I DRAWN BY: CK 20 0 10 20 40 80 DESIGNED BY: RDF ( IN FEET ) 1 inch = 20 ft. SHEET NO. IW 0 0 tD 0 N 0 Cl) E n 30-00-00 -00 Mi W N 10-08-00 30-00-00 AL #219 .2-2197. inn O 0 m 0 Q 0 Or M 14-01-00 12-01-00 3-10-00 : FL1644-R2, BCI: FL HATCH LEGEND [� 1011-1/81, 19' 7" General Notes: - Per ANSI/ PI 1.2002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. - Use Manufacturer's specifications for all hanger connections unless noted otherwise. Trusses are to be 24" o.c. U.N.O. • All hangers are to be Simpson or equivalent U.N.O.- Use 10d x 1 112" Nails in hanger connections to single ply girder trusses. Trusses are not designed to support brick U.N.O. Dimensions are Feet -Inches- Sixteenths Notes No back charges will be accepted by Builders FirstSource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates (i.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-BI Summary Sheet -Guide for handling. Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. It is the responsibility- of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is required, it will be supplied at no extra cost by Builders FirstSource. It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, ect..., so the trusses do not interfere with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer, but rather by the Builders FirstSource staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can he found on the truss design drawings which may be sealed by the truss design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. Freeport PHONE: 850-835.4541 FAX: 850.835.4532 Jacksonville PHONE: 904-772-6100 FAX: 904.772-1973 Tampa PHONE: 813-621-9831 FAX: 813-628.8956 American Classic Asa a.. 133 Belvedere St. 2074 eu sewn n®n etY' 9/1/17 I DPS 1220369 1222895 NA I 1220369 C 30-00-00 17 12-11-00 in m M M c0[I) c0 c7 P� c0 OI ch N LL LL l -L LL LL LL - �f¢� LCL LL LL l -L LCL LL LL R LUS46 i61 3-10-00 12-01-00 14-01-00 10-08-00 9-04-00 30-00-00 30-00-00 PLATE APPROVAL #2197.2-2197.4, BOISE EWP APPROVAL #'S LVL: FL1644-R2, BCI: FL1392- HATCH LEGEND �I 0 10' 1-1/8" 19'T General Notes: Per ANSI/fPI 12002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. Use Manufacturer's specifications for all hanger connections unless noted otherwise. Trusses are to be 24" o.c. U.N.O. All hangers are to be Simpson or equivalent U.N.O., Use 10d x 1 1/2" Nails in hanger connections to single ply girder trusses. Trusses are notdesigned to support. brick U.N.O. Dimensions are Feet -Inches• Sixteenths Notes: No back chargee will be accepted by Builders Firstsource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates G.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-BI Summary Sheet -Guide for handling, Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. It, is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped Is is required, it will be supplied at no extra cost by Builders FirstSource. It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, ect..., so the trusses do not interfere with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer. but rather by the Builders Firstsource staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the trues design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. Freeport PHONE: 850.835-4541 FAX: 850.835-4532 Jacksonville PHONE: 904-772-6100 FAX: 904-772.1973 Tampa PHONE: 813 621.9831 FAX: 813.628-8956 American Classic 133 Belvedere St. o 2074 9/1/17 re. DPS 1220369 }5ow�i Tx. I F 's . —036«= 1222895 NA 1220369 I I■II,I1I Ll i"WENIMEW, IN I 3-10-00 12-01-00 14-01-00 10-08-00 9-04-00 30-00-00 30-00-00 PLATE APPROVAL #2197.2-2197.4, BOISE EWP APPROVAL #'S LVL: FL1644-R2, BCI: FL1392- HATCH LEGEND �I 0 10' 1-1/8" 19'T General Notes: Per ANSI/fPI 12002 all " Truss to Wall" connections are the responsibility of the Building Designer, not the Truss Manufacturer. Use Manufacturer's specifications for all hanger connections unless noted otherwise. Trusses are to be 24" o.c. U.N.O. All hangers are to be Simpson or equivalent U.N.O., Use 10d x 1 1/2" Nails in hanger connections to single ply girder trusses. Trusses are notdesigned to support. brick U.N.O. Dimensions are Feet -Inches• Sixteenths Notes: No back chargee will be accepted by Builders Firstsource unless approved in writing first. ACQ lumber is corrosive to truss plates. Any ACQ lumber that comes in contact with truss plates G.e. scabbed on tails) must have an approved barrier applied first. Refer to BCSI-BI Summary Sheet -Guide for handling, Installing and Bracing of Metal Plate Connected Wood Truss prior to and during truss installation. It, is the responsibility of the Contractor to ensure of the proper orientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped Is is required, it will be supplied at no extra cost by Builders FirstSource. It is the responsibility of the Contractor to make sure the placement of trusses are adjusted for plumbing drops, can lights, ect..., so the trusses do not interfere with these type of items. All common framed roof or floor systems must be designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carry any additional loads from above. This truss placement plan was not created by an engineer. but rather by the Builders Firstsource staff and is solely to be used as an installation guide and does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the trues design engineer. Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses may not be designed symmetrically. Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. Freeport PHONE: 850.835-4541 FAX: 850.835-4532 Jacksonville PHONE: 904-772-6100 FAX: 904-772.1973 Tampa PHONE: 813 621.9831 FAX: 813.628-8956 American Classic 133 Belvedere St. o 2074 9/1/17 re. DPS 1220369 }5ow�i Tx. I F 's . —036«= 1222895 NA 1220369 � 1 �tl W 5,000± SQ. FT, DRIVEWAY TO R,/W 341 ± SQ. FIF. ENTRY WALK 25± S. FT.: APPROXIMATE SIDEWALK O± SQ. FT. O 3O r, r 0Oro Q �C Q (U o (9. � U a 11+12,(13MP CID E 0 M% 10.O 0. 1 INE Fti�� I/1Aryt. i 0'! �r 3.5 AIAP SHO TITING BOUNDARY, TOPOGRAPHIC & TREE S t ITR VE Y TVI TH PL 0 T PLAN OF LOT 600 AS SHOWN ON IAP OF SECTION No. 1 SALT -AIR AS RECORDED IN MAP BOOK 10 PAGE & OF THE CJRRENT PUBLIC RECORDS Or DJ'✓AL COUNTY, FLA. (PADA ��� �,v�,vS�REET (50' Rr�, � PER PLAT) ENC 6 0.2'�E E'7CE J; 1,0 `-,J o O ` LOT 600 2074 RT LOT SIZE 5,000± SQ. FT, DRIVEWAY TO R,/W 341 ± SQ. FIF. ENTRY WALK 25± S. FT.: APPROXIMATE SIDEWALK O± SQ. FT. RIGHT-OF-WAY LENGTH 50 FT. TOTAL IMPERVIOUS AREA 1,781± SQ. FT. 36% SHALLOW SWALE 5' OFF PROPERTY LINE x(10.3) t 0 r 5 1(10.4) 9 g o r- �. �r�`'`e - u. ;Yi n , Al,0.7 1 I p�3 f 40 ��<c 10.11 !j 2 1 ) 010.71 \ wa�L ( OM L'r`1 1 `. 00 SHALj J SWALE 5' OFF P ERTY LINE Leaend rrvD. FOU 41' ESM'T = EASEMENT �ONC = 6Oti E MC!v !.1CNUMUME^.T - !RCN P,cr I.R. IRON RGD = DE TA A\'GLE CH CHORD A = ARC GS LENGTIH (c _ ,i � = CALC(iiA �C (0) DeED P) _ _LAT �R7 = R,4E AL LINE = CEN -.�R UNE R/W - RIGHT-OF-WAY SAj - AM& WETNESS F.F.E. = F,MSH P-3OR ELE4A_10N A/C = AR COND!TCNER i.O. = IGEN7 'FCA1iCti P.R.M = PERMANENS REFERENCE MONUMENT P•OiNT O• TANGENCY P.C,P = PERmANENT CONTROL PC,NT P_C. = POINT OF CUP.`J1_ P.R.C. = POIN- ^F REVERSE CURVE P CC. = PO4tiT OF COMPCiiND CURVE S.R.L. = BUILDING RESTRICTON F P §L= FLORIDA POWER & LIGHT 'TYP.1 = v:CAt. NGVD = NAT:GNAL `ECOe IC VERTICAL OATU/.i NAVD = NORTH AMER'CAN VERTICAL DATUM ti T.S. = NOT TO SCALE LE = LICENSED BUSINESS P.l. POINT OF !NTERSECriGN EOW EDGE OF WATER TOE = TOP OF BANK 9 10.3) 19 Lo ~a O DENOTES FOUND 1/2" IRON PIPE NO I.D. UNLESS OTHERW'SE NOTED WM - DENOTES WATER. METER 0 - DENOTES 12" SQUARE CONCRETE POWER POLE CRD - DENOTES CABLE RISER BOX `•J - DENOTES 24" SANITARY SEWER MANHOLE 00.00 ,X - DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) 00.0-0 - DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) UNDERGROUND ENCROACHMENTS NOT LOCATED THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR DUVAL COUNTY, FLORIDA, F.I,R.M INDEX DATE 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. {ANG SL'A'F/G+tS - 5251 W! JOSE PEACE. S✓OTE t5 - JACKSONNt1& POP24, 32257 - 90/3]2-:,OB9 - UGXSitl LAND dtSINR'S NC. 3852 O � in PROPOSED 10.2p CUSTOMER , 1.2' `y' 1 RESIDENCE (10.3) o t 2074 RT •O�Q iy W=30.00' D=50.67' p FFE = 11.4 Q s � U a 11+12,(13MP clk-1 Q 3� .. f� sE Of Q CD DRAINAGE NOTE: o v (10.4j�"' l F.F.E. = F,MSH P-3OR ELE4A_10N A/C = AR COND!TCNER i.O. = IGEN7 'FCA1iCti P.R.M = PERMANENS REFERENCE MONUMENT P•OiNT O• TANGENCY P.C,P = PERmANENT CONTROL PC,NT P_C. = POINT OF CUP.`J1_ P.R.C. = POIN- ^F REVERSE CURVE P CC. = PO4tiT OF COMPCiiND CURVE S.R.L. = BUILDING RESTRICTON F P §L= FLORIDA POWER & LIGHT 'TYP.1 = v:CAt. NGVD = NAT:GNAL `ECOe IC VERTICAL OATU/.i NAVD = NORTH AMER'CAN VERTICAL DATUM ti T.S. = NOT TO SCALE LE = LICENSED BUSINESS P.l. POINT OF !NTERSECriGN EOW EDGE OF WATER TOE = TOP OF BANK 9 10.3) 19 Lo ~a O DENOTES FOUND 1/2" IRON PIPE NO I.D. UNLESS OTHERW'SE NOTED WM - DENOTES WATER. METER 0 - DENOTES 12" SQUARE CONCRETE POWER POLE CRD - DENOTES CABLE RISER BOX `•J - DENOTES 24" SANITARY SEWER MANHOLE 00.00 ,X - DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) 00.0-0 - DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) UNDERGROUND ENCROACHMENTS NOT LOCATED THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT, THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR DUVAL COUNTY, FLORIDA, F.I,R.M INDEX DATE 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. {ANG SL'A'F/G+tS - 5251 W! JOSE PEACE. S✓OTE t5 - JACKSONNt1& POP24, 32257 - 90/3]2-:,OB9 - UGXSitl LAND dtSINR'S NC. 3852 in LLJ :E W Q Of = Q � U W W u� W Of Q CD DRAINAGE NOTE: o v z 1. THE COVERED PORCH AND STOOP SHALL BE > Q SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THELi v � 0 CONNECTION POINT OF THE PORCH AND STOOP,THE C2 TYPICAL ELEVATION DROP SHALL BE 4 INCHES. r7 w 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N Q BELOW F.F. ELEV. DRAINAGE LEGEND 00.0 00.0 PROPOSED SPOT EL. RensioNs PRE -FLOW ARROW QA,- POST -FLOW ARROW X TO BE REMOVED PROPOSED SHALLOW (00.0) EXIST. SPOT EL. - • - SWALE GRAPHIC SCALE PLOT WE:10/18/20 10 20 40 80 DRAWN BY: DESIGNED BY: A 20 p CHECKED BY: SCALE; AS NO1 JOB NO.: 71 U., SHEET NO. ( IN FEET ) 1 inch = 20 ft. Z� 3O OCEN ofU O E z 0 (9. - O Q OI 4, o �� 0 2i.0� O i N 0 5o e A QC) 10.1213 ?f' 1 '> 10.2 0.6 'SF ( 0.7 WA8LMASONARY � 5waL QN 0 `N7 ' 0'r <Fq °'AA o s rRE (SD' RICH U 0,p ER p AT) W/1 y) END, Vi!+,VL 6 0.2 "%'11, 1, Cf S175. Q e e +r 1 _ LOT SIZE 5,000± SQ. FT. 0 341± SO. FT. 0 25± SQ, FT.. 33,2, 0± SQ, FT. PIGHT-OF-NAY LENGTH IMPERVIOUS AREA 1,781± S�F,367 ITAL _ D=50.67' o a o o /m Oaf M � ° QUA Q1 »w/ SHALLOW SWALE ' OFF PROPERTY LINE Legend COV. = COVERED FIND. = FOUND ESWT = EASEMENT CONC = CONCRETE MON. = MONUMENT I.P. = IRON PIPE LR. = IRON ROD 0 = DELTA ANGLE CH = CHORD A = ARC LENGTH R = RADIUS (C` - CALCULATED (D) = OEED P) = PLAT tR) = RADIAL LINE = CENTER UNE W = RIGHT-OF-WAY (A) = ACTUAL (W) = WITNESS ALAP SHOWING IN BOUNDARY, TOPOGR P [C TREE S UR VE Y WITH PLOT PLAN OF Lot 600 AS SHOWN ON lvlAP OF SECTION No. I SAL TAIR AS RECORDED iN iu'AP BOOK 10 PAGE 8 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. nuc cNnWu 141 -PON APF PIR Fn11NnATI-M PI AIS LOT 600 2074 RT LOT SIZE 5,000± SQ. FT. DRIVEWAY TO R/W 341± SO. FT. ENTRY WALK 25± SQ, FT.. APPROXIMATE SIDEWALK 0± SQ, FT. PIGHT-OF-NAY LENGTH IMPERVIOUS AREA 1,781± S�F,367 ITAL `SHALLOW SWALE 5' OFF PROPERTY LINE ./(10.3) L 0 T 1(10.4) ' 9 9 �O9v 0 Q, � 3s 0, _ PROPOSED 10.2 CUSTOMER RESID ENCE /10.3) a / 2074 RT 1 W=30.00' / _ D=50.67' o a o o /m FFE = 11.4422, Q1 w 0 4 11+12"3MP ,({10 .1) ` O /6" .H 1. THE COVERED PORCH AND STOOP SHALL BE LLJ G_ v � \ 10.5)C BALL 700,C) OC. 15"MP __j t b CH Sf V ' 6' �0p� (11Q0�5 r 6 0 1 FFNC-` , (es.7 FFNCr 1 o 77.7'S ✓ (10.4 2'NN✓ F.F.E. = FINISH FLOOR ELEVATION A/C = AIR CONDITIONER I.D. = IDENTIFICATION P.R.M. = PERMANENT REFERENCE MONUMENT P.T. = POINT OF TANGENCY P.C.P. = PERMANENT CONTROL POINT P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.C.C. = POINT OF COMPOUND CURVE B.R.L. = BUILDING RESSRICTION F.P.&L.= FLORIDA POWER & LIGHT (TYP.) = TYPIC".L NGVD NATIONAL GEODETIC VERTICAL DATUM NAVD = NORTH AMERICAN VERTICAL DATUM N.T.S. = NOT TO SCALE LB = LICENSED BUSINESS P.I. = POINT OF INTERSECTION ' POW = EDGE OF WATER TOB = TOP OF BANK 10.3) 1 CO C J DENOTES FOUND 1/2" C) IRON PIPE NO I.D. UNLESS OTHERWISE NOTED WM DENOTES WATER, METER - DENOTES 12" SQUARE CONCRETE POWER POLE CRB - DENOTES CABLE RISER BOX 'J - DENOTES 24" SANITARY SEWER MANHOLE 00.00 -"x - DENOTES TOPOGRAPHIC SPOT ELEVATION (HARD SHOT) 00.0-A - DENOTES TOPOGRAPHIC SPOT ELEVATION (GROUND SHOT) UNDERGROUND ENCROACHMENTS NOT LOCATED THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X° AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR DUV,AL COUNTY, FLORIDA, F.I,R.M INDEX DATE 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. (AVD SURVEYORS - 3751 SAN JOSE RACE. SUITE 15 - aCKSOWUE, aORADA, J2257 - 9011179-0008 - LICENSED LAND BUSINESS NO, J557 1D o = w 1) I - LLJ -5�:w LLJ :�i _ ,ti LLJ 0 = z Q �'` LLJ v) w DRAINAGE NOTE: o Cr Q Q 1. THE COVERED PORCH AND STOOP SHALL BE LLJ G_ v z_ SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE _ z CONNECTION POINT OF THE PORCH AND STOOP,THE m o TYPICAL ELEVATION DROP SHALL BE 4 INCHES. w W I-- 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N < Q ul BELOW F.F. ELEV. ty r i:- m .. 117 THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X° AS SHOWN ON FLOOD INSURANCE RATE MAP 0409 H FOR DUV,AL COUNTY, FLORIDA, F.I,R.M INDEX DATE 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. (AVD SURVEYORS - 3751 SAN JOSE RACE. SUITE 15 - aCKSOWUE, aORADA, J2257 - 9011179-0008 - LICENSED LAND BUSINESS NO, J557 1D o = w DRAINAGE LEGEND 00.0 00.0 1-' PRE -FLOW ARROW PROPOSED SPOT EL. REVISIONS �- POST -FLOW ARROW X TO BE REMOVED (00.0) EXIST. SPOT EL, — • — PROPOSED SHALLOW SWALE GRAPHIC SCALE DRAWN BY: CK 20 0 10 20 40 80 DESIGNED BY: RDP JOB N0: 71723.61 ( IN FEET) SHEET NO. 1 inch = 20 ft. 1) I - LLJ LLJ :�i LLJ 0 = z Q LLJ v) w DRAINAGE NOTE: o Cr Q Q 1. THE COVERED PORCH AND STOOP SHALL BE LLJ G_ v z_ SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE _ z CONNECTION POINT OF THE PORCH AND STOOP,THE m o TYPICAL ELEVATION DROP SHALL BE 4 INCHES. w W I-- 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N < Q ul BELOW F.F. ELEV. DRAINAGE LEGEND 00.0 00.0 1-' PRE -FLOW ARROW PROPOSED SPOT EL. REVISIONS �- POST -FLOW ARROW X TO BE REMOVED (00.0) EXIST. SPOT EL, — • — PROPOSED SHALLOW SWALE GRAPHIC SCALE DRAWN BY: CK 20 0 10 20 40 80 DESIGNED BY: RDP JOB N0: 71723.61 ( IN FEET) SHEET NO. 1 inch = 20 ft. GENERAL NOTES: WOOD DE CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH RAWINGS OF OTHER ALL LUMBER SHALL BE DRESSED, #2 S.P., DRY MAX 19% MOISTURE CONTENT U.N.O. FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VERIFICATION OF ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT, EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION OF ANY PREFABRICATED OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE MINIMUM DESIGN CRITERIA COMPONEN 1 S. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE LOCATION, TYPE, AND TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. WIND LOADS: DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORS, INSERTS, OPENINGS, BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE WIND SPEED: 130 ETC. TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT.OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL PRODUCTS USED OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR WIND EXPOSURE: C THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY. ALOHA IN ENGINEERING ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORK AND INSPECTION OF CONTINUED, LONG TERM PERFORMANCE. SUCH WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FROM THESE ALL WEATHER PROOFING DESIGN, FLASHING ETC. IS BY OTHERS. NOISE CONTROL IS BY OTHERS. NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS PLANS. CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND REGION. WINDOW PROTECTION FOR FLYING DEBRIS IS A. E. I SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 2950 NOT REQUIRED BY CODE. . CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING RE UIRED TO STABILIZE PSI MIN. AND 1.9x10^6 PSI MODULUS OF ELASTICITY MIN. U.N.O. ALOHA ENGINEERING INC NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS COMPLETE. ATTACH 2 -PLY LVL WITH ( 3 ) ROWS OF .131"x3" GUN NAILS 12" O.C. EACH FACE. U.N.O. BUILDING CATEGORY: II 770 WAKEM❑NT DR. PLANS VOID TWELVE MONTHS AFTER DATE OF SEAL FOR UPDATING TOCURRENT CODES AND ATTACH 3 AND 4 -PLY LVL WITH (2) ROWS OF 1/2" DIA. BOLTS 12" O.C. U.N.O. INT. PRESSURE COEF: .18/ENCLOSED ORANGE PARK PRACTICES APPLICABLE AT THAT TIME. BUILDING MEAN ROOF HEIGHT: 25 FT FLORIDA 32065 FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS C E R T I FI C A T E ❑ F FOUNDATION: "" " (BEAR TOP EDGE AND ONE NEAR BOTTOM. OF .131x3GUN NAILS 6O.C. ONE ROW ALLOWABLE-VASD DESIGN VALUES A U T N ❑❑ R31 O36T ❑ N FOUNDATION HAS BEEN DESIGNED FOR A NON -EXPANSIVE MINIMUM SOI BEARING CAPACITY OF COMPONENT AND CLADDING WALL OPENING PRESSURES 2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASSOCIATED RISKS CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TO BE INTERIOR EDGE U REGARDING OBTAINING A SOIL INVESTIGATION. OWNER/CONTRACTOR SlIALL OBTAIN A SOIL SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. OPENING SIZE (FT -2) PRESSURE (PSF) PRESSURE (PSF) BEARING CAPACITY AND SUITABILITY OF SUBSURFACE CONDITIONS REPO T FROM A 0-10 +25,-27 +23,-42 _ 1 REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE P EPARATION AND SOIL20 ATTACH 2 -PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3" GUN NAILS 6" O.C. EACH FACE. +24,-26 +22,-39 U] W COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED. ATTACH ADDITIONAL PLIES WITH 1/2" THE:U BOLTS OR QUICK TIE TRUSSLOK SCREWS AT 6" O.C. 50 +22,-25 +20,-35 UNDISTURBED SOIL OR FILL COMPACTED TO A DENSITY UP TO 4 -PLIES. UNLESS NOTED OTHERWISE ON PLANS MIN. FASTENING OF ROUGH CARPENTRY 100 +21,-24 +19,-32 0 FOOTINGS AND SLAB SHALL BEAR UPON SHALL BE PER CODE R602.2. AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY (ASTM -D 1557. FILL SHEATHING: END ZONE PRESSURES ARE WITHIN 4' OF ALL EXTERIOR x W Z SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED ORO HER MEANS OF WALL SHEATHING: CORNERS. U O PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER DATE. EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD W GARAGE DOOR OPENING TO MEET: +21, -32 PSF ALLOWABLE 0 O CONCRETE (OSB). SPAN RATING NOT LESS THAN 24/16, THICKNESS NOT LESS THAN 7/16" U.N.U. OR V] W MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FO NDATION AND SLABS OTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAIL Vasd DESIGN PRESSURES. W SHALL BE 2500 PSI @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 AT 6" O.C. EDGES AND 12" O.C. FIELD. BLOCK ALL PANEL EDGES. GRAVITY LOADS: —, U O LONGITUDINAL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS ROOF FLOOR AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIM JM LAP OF REINFORCING ROOF SHEATHING: TOP CHORD LIVE: 20 PSF 40 PSF SHALL BE 40 BAR DIAMETERS, BUT NOT LESS THAN 20". EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD C� TOP CHORD DEAD: 7 PSF 10 PSF (OSB). SPAN RATING NOT LESS THAN 24/1.6, THICKNESS NOT LESS THAN 7/16" U.N.O. OR BOTTOM CHORD LIVE: 10 PSF 0 PSF U ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN. THICKNESS OVER MIN. 6 MIL. POLYTHYLENE OTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS. BOTTOM CHORD DEAD: 5 PSF 5 PSF VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH FIBER -MESH REINFORCEMENT WITH ATTACH WITH MIN. 8d RING SHANK NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. DECKS: 40 PSF W A MIN. 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH ASTM -C 116. IN LIEU OR IN SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO OR CONJUNCTION WITH FIBER -MESH REINFORCEMENT 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND MORE SPANS WITH STAGGERED END JOINTS. WHERE SINGLE SPANS ARE REQUIRED BLOCK DEAD LOADS ARE SUPERIMPOSED. ENDS CONFORMANCE WITH ASTM -A 185 SET CENTERED IN SLAB. PANELS AT 12" O.C. SLUMP SHALL BE BETWEEN 4" TO 5", NO WATER WALL BE ADDED AT SITE. TROWEL FINISH FLOOR SHEATHING: ABBREVIATIONS ARCH. -ARCHITECT SIMP.-SIMPSON STRONG TIE EXPOSED SLABS OR SLABS TO RECEIVE FLOOR FINISH. NON -SLIP BROOV FINISH FOR EXTERIOR EXPOSURE 1 APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR 7 D NIL 9 �-:017 B.O.F.-BOTTOM OF FOOTING S.W.-SHORT WAY,+~TING WALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY 1" DEEP SAW CUT CONTROL JOINTS ORIENTED STRAND BOARD (OSB). SPAN RNOT LESS THAN 48/24, THICKNESS NOT LESS CONT -CONTINUOUS JL13 NU�NiL1LR: 7233 ORIGINATING AT CORNERS AND APPROX. 12'x12' GRID THROUGHOUT S B WITHIN 12 HRS OF THAN 23/32" U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERS . T.O.C.-TOP OF CURB DIA. -DIAMETER SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH AC 315 DETAILING REQUIREMENTS. PANELS MAY BE GLUED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE T.O.G.-TOP OF GRADE STRUCTURAL NOTES E.W.-EACH WAY T.O.S.-TOP OF STEEL MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: GLUE IS NOT REQUIRED. ATTACH WITH MIN. lOd NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. F.F.E.-FINISHED FLOOR TYP.-TYPICAL AND SPECIFICATIONS • CONCRETE CAST AGAINST EARTH 3" ELEVATION U.N.O.-UNLESS NOTED • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" L.W.-LONG WAY OTHERWISE • INTERIOR SLABS, WALL 3/4" W -WITH DRAWING SHEET: MASONRY: MIN. -MINIMUM WDO-WOOD DESTROYING O.C.-ON CENTER ORGANISM �_� ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/T S 402 MASONRY FASTENERS: EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG -TIE CO. HIGH STRENGTH P.T.-PRESSURE TREATED W W/O -WITH OUT BUILDING CODE. ACRYLIC ADHESIVE (AT -XP). ALL ANCHORS SHALL HAVE A MIN. 1 3/4" EDGE OF CONCRETE TO SIM. -SIMILAR W.W.F.-WELDED WIRE FABRIC CENTER OF ANCHOR EDGE DISTANCE WITH MIN. 7 1/2" EMBED U.N.O. QUICKTIE PRODUCTS SHALL ^� CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEARING CONCRETE MASONRY BE INSTALLED WITH QE -1 QUICK SET ANCHOR EPDXY, 4" EMBED U.N.O. INSTALL ALL ANCHORS v` UNITS, TYPE 1, GRADE N 1, NORMAL WEIGHT, WITH A MIN. COMPRESSIO STRENGTH OF 2000 PSI PER MANUFACTURERS WRITTEN INSTALLATION PROCEDURES. DRAWING INDEX: (� F'm=1500 PSI. -- S1 STRUCTURAL NOTES v MORTAR SHALL CONFORM TO ASTM C270 TYPES DO NOT INSTALL ANCHORS RODS IN DIRECT CONTACT WITH TREATED LUMBER. AN EPDXY FILLED GAP OF 1/8" OR GREATER SHALL BE MAINTAINED AT INTERFACE. USE COMMON WIRE AND SPECIFICATIONS S2 ---FOUNDATION/WALL PLAN ��s PAUL' (� NAILS OF STANDARD LENGTH PER NDS 2005. U.N.O. INSTALL FASTENERS WITHOUT SPLITTING S2.1 --FLOOR PLAN � ` L4' '•• 52.2 -ROOF PLAN � Q' •' O GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH MIN. 28 DAY COMPRESSIVE WOOD. � 53.1, S3.2, S4.1 DETAILS •' % STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, PROVIDE A SLUMP 966�* 5 0 BETWEEN 8"AND 11"' METAL FRAMING ANCHORS: _ * _ PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY = b HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR AND VERTICAL FACE CELLS AND WEBS. ZOVERAGE ON HORIZ. SIMPSON STRONG -TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTEN REVIEWED FOR CODE COMPLIA C ' w� SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTACT WITH CORROSIVE , STATE OF CITY �� MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE 'Z MAX' COATED, HOT DIPPED OF ATLANTIC BEACH '� i� ' ' HORIZONTAL JOINT REINF. 16" O.C. IN ALL CMU WALLS. MIN. VERTICAL REINF. OF #4 AT GALVANIZED, STAINLESS STEEL OR OTHER\NISE RATED BY THE MANUFACTURER FOR •�LORI��. SEE PERMITS FOR ADDITIONAL ''iss EL 48" O.C., FILL ALL REINF. CELLS WITH GROUT. COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT ACZA ETC.) ( / NAL REQUIREMENTS AND REQUIRE STAINLESS STEEL FASTENERS ANIS CONNECTIONS. /O CONDITIONS ��/Il I II I1���� 9-5-2017 BRICK VENEER SHALL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. 9 A. WIRE TIES OR 22 U.S. STAINLESS STEEL AND ZINC -PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS GA. BY 7/8" CORRUGATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LOCATED ABOVE FLASHING STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC -PLATED FASTENERS C. PAUL DIGIACON10 REVIEWED 8Y: DATE: �f ^G�a& FL PL #59660 AT 32" O.C. WITH ZINC -PLATED CONNECTORS. FOUNDATION PLAN PLAN NOTES DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB ELEVATIONS ARE REFERENCED AS + OR - FROM DATUM. EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE AS SPECIFIED BELOW SPACED 16" O.C.: FOR "FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA 2x4 SPF -OR- SP STUD UP TO NOM 8' WALL HEIGHT. 2x4 SPF -OR- SP #2 UP TO NOM 9' WALL HEIGHT. 2x6 SPF -OR- SP STUD UP TO NOM 10' WALL HEIGHT. ANCHOR EXTERIOR WALLS SILL PLATES W/1/2" MIN DIA. EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF (2) ANCHORS EACH PIECE AND BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES AND MAX. SILL ANCHOR AT 32" O.C.. INSTALL HEADERS AS INDICATED PER PLAN WITH J=NUMBER OF JACK STUDS AND K=NUMBER OF KING STUDS. FOR NON LOAD BEARING PARTITIONS, PROVIDE SINGLE JAMB STUDS WITH HEADERS NOT LESS THAN SINGLE 2x4 SET FLAT FOR OPENINGS UP TO 96" IN WIDTH. ANCHOR SIMP HTT5 WHERE INDICATED W/5/8" EPXY SET THREADED ROD 6" DEPTH AND 26-10d TO STUDS. ANCHOR EXTERIOR WALL SILL PLATES PER DETAILS. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. •-- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. 6x8 NOM. POST W/SIMPSON ABU66 5/8" ANCHOR EPDXY SET 7" DEPTH C TO 24"x24"x12" DEPTH FTG. W/(2)#4 E.W. r- - - - - - - - - - - - - - - - - - - - - , r L -I I I I I i I I I I H1 I I 53.2 1 (2)2x10 (2J1K) POST WITH DECK OPTION (2)2x10 (2)2x6 (IJ1K) (2)2x6 (IJI K) mW (2)2x6 (1J1K) ¢ z �¢0 0 rnE,z wCf)w Qac` zC\2 o am 0a z ¢V'z w'o v SIMP HTT5 TO (2) END ' STUDS ` I 3x SHEATH INTERIOR +K)l SHEARWALL PERS I I ' (2)2x6-�-�j ----._.i 4x4 NON. POST W/SIMPSON ABU44 L W/5/8" At CHOR EPDXY SET 7" DEPTH TO 2 "x24"x12" DEPTH FTG. W/(2)#4 E.W. 1l1_R' DETAIL I I I I I � � I �w 1 W a w .a F J _ Z J d 1 3E- I s31 x s N V) I � I I I I I (2)2x12 (2J2K) PER C2/S4.1 -A" (2)?x6 (1JIK) OPTIONAL (2)2x6 (1J1K) 6x6 NOM. POST W/SIMPSON ABU66 W/5/8" ANCHOR EPDXY SET 7" DEPTH TO 24"x24"x12" DEPTH FTG. W/(2)#4 E.W. 7 L__\ -- - - - - - - ------------ POST WITH DECK OPTION I I I I I I BI I 53.2 I (2)2x10 1 (2)2x10 (2J1K)-. (2J1K) r _ (2)2x6 I (IRK) (2)2x6 I (1J1K) I I I C3 cc I cc I I C3 S3.1 I I 1,S3. (2)2x6 SIMP HTT5 I I C1 1 1 (2)2x6 iJIK) TO (2) END (1J1K) STUDS Tj ---- BI ((2)2x6 .. _. -.. _._----- ---------------I I I(1J1K) I I I I I 1 SHEATH INTERIOR k2}2x6 _ SHEARWALL PER (Id1K) - OPTIONAL DETAIL L -, (2)2x6 T 1 1 1 (lJ1K) I I I I I I m ow w wn w F .-] zad F FQ� dw wy -.(2)2x12 (2J2K) PER C2/S4.1 cl I 1 S3. I 1 I I I I I I I I B1 I 1 I 53.1 i I I I I I I I I - 22x6 ...iI I I I (1J1K) 0" a � J ¢z 3¢0 Eos F .. w cn G. -.2 C4 � ¢ F � � F z'a O m oaz ¢�z mx cv w • Hl 4x4 NOM. POST W/SIMPSON ABU44 W/5/8" ANCHOR EPDXY SET 7" DEPTH TO 24"x2413x12" DEPTH FTG. W/(2)#4 E.W. OFFICE COPY A.E.I. LOHA ENGINEERING 770 WAKEM❑NT DR. ORANGE PARK FLORIDA 32065 C E R T I F I C ATE ❑ F A U T H O R I Z A T 1 ❑ N N ❑. 31036 DATE 9-5-2017 JOB NUNIBLIZ: 7283 FOUNDATION/WALL 11 PLAN 11 DRAWING SHEET: S-2 x\51111111111// �/ N 9660 p STATE OF '. '• �'LORIDP.•'ti� /0IN A 1 11� 9-5-2017 C. PAUL DIGIACONIO FL PL #59660 FLOOR/LOW ROOF PLAN PLAN NOTES 1/8"=1'-0" UNLESS NOTED OTHERWISE ON TRUSS PLAN, TYPICAL WOOD TRUSS BEARING ELEVATION NOM 10 FEET ABOVE DATUM ELEVATION 0'-0" F.F.E. FIRST FLOOR TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AT BEARING WALLS WITH SIMP H8 ANCHOR -OR- QUICKTIE TIMBERLOK WOOD SCREW U.N.O. BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V -BRACE 60° MAX. E- -IC ANGLE AND (4).131x3" NAILS EACH END, SPACED 10' _ �m APART MAX. a o L SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED j A2 54.1 IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER MANUFACTURER AND MEETING _ COMPONENT & CLADDING WALL OPENING DESIGN PRESSURES PER SHEET Sl. x d' m \ ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON m �o MTS12 OR SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO vQ BEAMS 3" AND SET BELOW TOP PLATES ON (2)2x STUD U.N.O. BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8" THREADED ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE -OR- SIMPSON SSP TO STUDS ADJACENT TO SPLICE B2 OR TO HEADER EACH SIDE OF SPLICE. 3.2 COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN COMPLIANCE WITH ARCHITECTURAL DRAWINGS. N SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE s� m W INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND ex TYPICAL CONSTRUCTION CONDITIONS OCCURING THROUGHOUT THE WORK. • -- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. DESIGNATES HIGH CONCENTRATED LOAD. INSTALL X __TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE AS INDICATED BELOW. a --- (3) STUD MINIMUM. (2)SIMPSON H8 2x6 LE DC R WITH .131x3" 33 O.C. TO TRUSS DECK OPTION _1 DECK OPTION P.T. 2x8 LEDGER W/(2) SIMP H8 TRUSS SIMP HUSC210-2 1/2" x3 1/2" LAG SCREWS SIMP HUSC210-2 SIMP H8 TRUSS (2) 2x12 TO BEAM TO EACH TRUSS END VERTICAL TO BEAM (2) 1 3/4"x11 1/4" LVL (2) 1 3/4"x11 1/4" LVL o o c P.T. (2) 2x12 P.T. (2) 2x12 I X -"U U C SIMP HB TRUSS TO BEAM S4. F01 SIMP CS16 HIGF STUD TO BEAM 1 O A3 .T. 2x8 JOISTS AT O.C. W/SIMP HUS28 P.T. 2x8 JOISTS 16" 0 . W/SIMP I 2) 2x12 FHSIMP HB TRUSS III 541 TO BEAM I(I SIMP CS16 HIGH STUD TO BEAM O 1 T S� U G 2x6 LEDGER WITH .131x3" 3" O.C. TO TRUSS x12 OFFICE COPY A.E.I. ❑HA ENGINEERING IN 770 WAKEM❑NT DR. ORANGE PARK FLORIDA 32065 C E R T I FI C A T E ❑ F A U T H ❑ R 1 Z A T I ❑ N N ❑. 31036 LSA I E 9-5-2017 JOB NUMBER: 7283 ROOF AND FLOOR 11 PLAN 11 DRAWING SHEET: S-2.1 PCE 9660 S ATE O610 NA L 'FlF �,� • •.�LORI�•• .Cs �� 9-5-2017 C. PAUL DIGIACOM0 FL PE #59660 UNLESS NOTED OTHERWISE ON TRUSS PLAN, TYPICAL WOOD TRUSS BEARING ELEVATION NOM 8 FEET ABOVE DATUM ELEVATION 0'-0" F.F.E. FIRST FLOOR TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES OR RAFTERS AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AND RAFTERS AT BEARING WALLS WITH SIMP H8 ANCHOR -OR- QUICKTIE TIMBERLOK WOOD SCREW U.N.O. BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V -BRACE 60° MAX. ANGLE AND (4).131x3" NAILS EACH END, SPACED 10' APART MAX. SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER MANUFACTURER AND MEETING COMPONENT & CLADDING WALL OPENING DESIGN PRESSURES PER SHEET S1. BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8" THREADED ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE -OR- SIMPSON SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE OF SPLICE. COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN COMPLIANCE WITH ARCHITECTURAL DRAWINGS. SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURING THROUGHOUT THE WORK. • -- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR- QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF 4" WHERE REQUIRED. DESIGNATES HIGH CONCENTRATED LOAD. INSTALL __TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF `Y STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE AS INDICATED BELOW. LLJ --- (2) STUD MINIMUM. (2)SIMPSON H8 ROOF 1/8"41.-0.. OFFICE COPY II JOB NUMBER: 7283 II HIGH ROOF PLAN DRAWING SHEET: \ S-2.2 0\ PAUL Gr '% 966 0� O • STATE OF 10/1V A L•19-5-2017 C. PAUL DIGIACOMO FL PE #59660 A.E.I. kLOHA ENGINEERING IN 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E RT I F IC A T E O F A U T H ❑ R I Z A T 1 O N N O. 31036 aU O uo j Q N c Qw�U U � Q Q UM W II JOB NUMBER: 7283 II HIGH ROOF PLAN DRAWING SHEET: \ S-2.2 0\ PAUL Gr '% 966 0� O • STATE OF 10/1V A L•19-5-2017 C. PAUL DIGIACOMO FL PE #59660 } Z } a CUT EVERY OTHER WIRE W.W.F. IF USED LACE 1#4 VERT. W/FTG.rDWLS. RT. W/FTG. DWLS. TO MATCH CELLH N ALL W.W.F. IF USEDPLACE 1#4 VERT. SAW CUT 101NT 1/4"xl" F.FIN ALL END CELLS. CLOSEST TO TEE O IN x° INTERSECTION. AD ACENT ° F.F.E x�x °�x_ RS. _ x —x -x 4' • ° St -x -x ax j _ _ _ _ � II -III -III -III -I III -III_ END OF WALL—'.I—III—III III—III—III-I I li- - — — — — — A. E. 1. VAPOR RETARDER VAPp�pi�l'AILDCRONTROL JOINT A3 TYPICAL SLAB ON GRADE RECESS ALOHA ENGINEERING INC Al TYPICAL MASONRY REINF. AT DISCONTINUITIES A2 3/4"=1' 3/4"=1' 770 WAKEM❑NT DR. 1/z"=1' ORANGE PARK STEEL ALL THREADED ROD A36 STEEL ALL THREADED ROD FLORIDA 32065 A36 A36QUICKTIE QTB PER SHEET -OR- QUICKTIE QTB PER SHEET C E R T I F I C AT E O F APA RATED WALL SHEATHIN A36 STEEL ALL THREADED ROD WALL STUDS PER Si. (U.N.O.) WALL STUDS PER 51. (U.N.O.) A U T H ❑ R 1 Z A T I D N PER SHEET SI REDUCE EDGE -OR- QUICKTIE QTB PER SHEET S2 N ❑. 3 103 SHEET S2 WALL SHEATHING NAILING TO 3" O.C. SHEET S1. (U.N.O.) WALL SHEATHING U PER SHEET S1 PER SHEET S1 PER P.T. SILL PLATE W/ANCHOR P.T. SILL PLATE W/ANCHOR PER SHEET S2 PLAN P.T. SILL PLATE PERSHEET S2 PER SHEET S2 REDUCE SPACING TO 2 " OC. 1 #4 CONT. w F F.E 4"— j 1 #4 CONT. � {�" PER PLAN -- -- —�c O l-"' n B" MAX. F.F.E. TO $ #4 VERT. ®48" O.C. o a —I�III 11i II,- -! T.O.C. 1 #4 CONT. 1. 0., — ° o — 1 O" MIN. - VARIES — _ a ° o - 4 COURSES MAX. M N. =1 I d ° III 8" NOM CMU GROUTED �2" • Q _ SOLID W/1 #4 VERTICAL > /� VARIES8" NOM CMU GROUTED �2" DWL AT 48" O.C. (2) #4 CONT. 25" MIN LAP, 4 -COURSES MAX. SOLID W/1 #4 VERTICAL T = _ 8 U w > BEND AROUND CORNER L _J - DWL AT 48' O.C. '-7 CLi " 16" #3 OR ROD CHAIRS 8' _ ® 48" O.C. -I = =1 B1 12" MIN. 3a" =1III o _III L.1 12" MIN. � i �� T.O.G. TO T.O.G. TO 10 — B.O.F. 10" B.O.F. -III a a e ° —I a •° l 1- 1 #4 CONT. - I= — l l —III (3) #4 CONT. (3) #4 CONT. 25" MIN LAP, BEND 25" MIN LAP, BEND I` v AROUND CORNERS #3 OR CHAIRS ® 48' AROUND CORNERS IK--18"--� #3 OR CHAIRS ® 48" �---20'a LDDnTe 9-5-2017 VARIES _ OPTION TYPICAL STEMWALL FOOTING JOB Nu1N/1BL1::7283 4 -COURSES MAX. ` 8" NOM CMU GROUTED r12" SOLID W/1 #4 VERTICA A36 STEEL ALL THREADED ROD DETAILS DWL AT 48' O.C. MIN -OR- QUICKTIE QTB PER SHEET 8 WALL STUDS PER Si. (U.N.O.) I— SHEET 52 A36 STEEL ALL THREADED ROD - -1 1- WALL SHEATHING DRnwwc SHEET: PER SHEET S1 -OR- QUICKTIE QTB PER SHEET 12" MIN. I P.T. SILL PLATE W/ANCHOR WALL STUDS PER Si. (U.N.O.) _.._ a PER SHEET S2 SHEET S2 T.O.G. TO S-3.1 B.O� F. i I c ° WALL SHEATHING �.. PER SHEET Sl (2) #4 CONT. =— 1 #4 CONT. P.T. SILL PLATE W/ANCHOR 25" MIN LAP, BEND 8" MAX. #4 VERT. @ 48" O.C. PER SHEET S2 AROUND CORNERS K ---18"a #3 OR CHAIRS C� 48' F.F.E. TO L F.F.E T.O.C. F.F.E F.F.E -- 6" MIN. t 4 'PAUL\�\\\1111111!!!!// a a F. T F.F.E. O - r—O OPTIONAL TYPICAL CM EDGE I III A1Cx = X =m -- 1 __- III- 4 �4'¢ ¢^ it 0 0 20"^a 20TF.F.E oa MAX. -IMAX12" MIN. I` Q a. co Q � 0_ o. 59660C-, o cv o ° 12" MIN. - ¢ ¢ T.O.G. TO FIC CO _ —_ ¢ ¢ of T.O.G. TO -III — * — I I = B.O.F. — I B.O.F. � — � i I __ '•p • � _ �f ' aI — I III-III—I 1=i i ° II40'• F w — #3 OR CHAIRS ® 48" #3 OR CHAIRS ® 48' O T w 7-7' - SAE 0 •_ 1 I- (3) #4 CONT. 25" MIN LAP, I' I' (3) #4 CONT. 25" MIN LAP, I, BEND AROUND CORNERS 1 — 16'° BEND AROUND CORNERS �'%� S�0 N AL —�f (2) #4 CONT. 25" MIN 16" P !!!/1111111\\\`\ 9-5-2017 2„ BEND AROUND CORNER C3 TYPICAL MONOLITHIC FOOTING C. 1'\uL n1c.1 Ar����10 C1 TYPICA 3/4" 1' 3/4" EDGE C2 FL PE #59660 = I' = 3/4" = 1' SEE ARCH. FOR TREAD o AND RISER DIMEN. 6 -I I I=1 I I=I I El 1 #4 DOWELS -6" I- �o a 111 #4@12" E.W. (1) #4 CONT. =III=III=III=1 _ 111= III I � I-111-� Al - ' TYPICAL CONCRETE STAIR SHEATHING PER SHEET Sl PER PLAN P.T. SILL PLATE W/ANCHOR -PER SHEET S2 I F.F�E PER PLAN,lo 4 X x x /•�� r (1 —I I I �II�II= (2) #4 CONT. 25" MIN LAP, -8" 16" BEND AROUND CORNERS #3 OR ROD CHAIRS @ 48" O.C. ml n Cl A36 STEEL ALL THREADED ROD -OR- QUICKTIE QTB PER SHEET Sl. (U.N.O.) STUDS AT 16" O.C. .T. SILL PLATE I F.F�E 4\ -- —, IN, (2) #4 CONT. 25" MIN LAP, BEND AROUND CORNERS #3 OR ROD CHAIRS @ 48" O.C. SIMPSON H8 ANCHOR -OR- QUICKTIE TIMBERLOCK SCREW U.N.O. SHEATHING PER SHEET Sl. A2 SHEATHING PER SHEET Sl.. B2 SHEATHING PER SHEET S1. C2 TRUSS OR RAFTER PER PLAN. (2) 2x• SYP #2 TOP PLATE. LAP 48" W/.131x3" NAILS 6" O.C. 2x• STUDS @ 16" O.C. INSTALL SIMPSON SSP TIE PLATE EVERY OTHER STUD TO TOP PLATES. (U.N.O.) ANCHOR CONT. THRU. FLOOR BEARING STAGGER W/TRUSSES. SYP #2 BASE PLATE FLOOR SHEATHING PER SHEET S1 @ EXTERIOR WALL BELOW INSTALL 2x4 BRACING AT 48" O.C. W/(3).13lx3" EACH END TRUSS OR BUILT UP WALL (2) SYP #2 TOP PLATE. LAP 48" W/NAILS 6" O.C. MIN. STUDS AT 16" O.C. U.N.O. ANCHOR CONT. THRU. FLOOR BEARING STAGGER W/TRUSSES. SYP #2 BASE PLATE FLOOR SHEATHING PER SHEET S1 2x SHEATHING NAILER WOOD TRUSS PER MANUF. (2) SYP #2 TOP PLATE. LAP 48" W/NAILS 6" O.C. MIN. STUDS AT 16" O.C. U.N.O. SIMPSON H8 ANCHOR -or-QUICK-TIE TIMBERLOCK WOOD SCREW U.N.O. 2x CONT. FASCIA BOARD. SHEATHING ATTACH PER SHEET Sl. 2x STUDS AT 16" O.C. U.N.O.. PRE -FAB WOOD TRUSS PER MANUFACTURER -OR- RAFTER TOE NAIL TRUSS TO TOP PLATE W/(3).13lx3" NAILS. (2) 2x SYP #2 TOP PLATE. .131x3" NAILS 6" O.C. LAP SPLICES 48". A36 STEEL ALL THREADED ROD CONT. W/2x2xl/8" PLATE, WASHER & GRADE 2 HEX NUT (U.N.O.) -OR- QUICKTIE QTB A3 TYPICAL TOP PLATE 3/4" = 1' CONTINUE SHEARWALL SHEATHING TO BELOW FLOOR SHIEATHING, B3 C3 2x OUTRIGGERS @ 24" O.C. W/ SIMP. H2.5 ANCHOR. WALL SHEATHING PER SHEET S1 SIMPSON LSTA18 FLAT STRAP @ 32" O.C. 2x4 BRACE @ 24" O.C. 1x3" EACH END TRUSS OFFICE C O P TRUSS BOTTOM CHORDS.S. DAM 9-5-2017 JOB NUMBER,: 7283 DETAILS DRAWING SHEET: \ >-3.2 ?AiJI �Q4' • ti'�C E �' 'J'9pp v 0. 59660 O STATE OF w \ • •."LORI'Dt. /11/// "'10 f01N A L 0\0 9 5 2017 C. PAUL DIGIACOMO FE PE #59660 A.E.I. \LOHA ENGINEERING IN 770 WA K EMONT DR. ORANGE PARK FLORIDA 32065 C E R T I F IC ATE O F A U T H O R I Z A T I ❑ N N O. 31036 V v] O w M Q U w w DAM 9-5-2017 JOB NUMBER,: 7283 DETAILS DRAWING SHEET: \ >-3.2 ?AiJI �Q4' • ti'�C E �' 'J'9pp v 0. 59660 O STATE OF w \ • •."LORI'Dt. /11/// "'10 f01N A L 0\0 9 5 2017 C. PAUL DIGIACOMO FE PE #59660 WOOD TRUSS PER MANUF. A2 2x4 CROSS BRACING AT SHEARWA L W/(2).13lx3" EACH END. SILL PLATE ATTACH TO TRUSS BELOW W/1/2"x3 1/2" LAG SCREWS AT 24" O.C.-OR- QUICKTIE TIMBERLOK SCREW A2 ^""' SSP EVERY OTHER STUD LL PLATE. t SHEATHING PER SHEET S1 OOR SYSTEM WHERE SHOWN .AN. -OR- BEAM PER PLAN B2 - HEATHING TO TOP i" O.C. fUDS ED ROD 'E, WASHER U.N.O.) IHEET Sl A3 = 1 SILL PLATE ATTACH TO TRUSS BELOW W/1/2"x3 1/2" LAG SCREWS AT 24" O.C. -OR- QUICKTIE TIMBERLOK SCREW B3 C3 SILL PLATE ATTACH TO TRUSS BELOW W/1/2"x3 1/2" LAG SCREWS AT 24" O.C.-OR- QUICKTIE TIMBERLOK SCREW SIMP SSP EVERY OTHER STUD TO SILL PLATE WOOD TRUSS PER MANUF 3,w SIMP SSP EVERY OTHER STUD TO SILL PLATE WOOD TRUSS PER MANUF. SIMPSON MSTA36 FLAT STRAP FIRST STUD AND EVERY OTHER STUD THEREAFTER. FLOOR SHEATHING PER SHEET S1 GIRDER PER PLAN OFFICE COPY 3/4" = 1' A.E.I. kLOHA ENGINEERING IN 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E R T I F IC A T E O F A U T H O R I Z A T 1 O N N O. 31036 V DO NOT SPLICE WALL c� ATTACH PER SHEET S1 PLATES AND BEAM AT HEADER PER PLAN w c (2)SIMPSON LSTA18 Q (2) FULL-LENGTH 2x S w Q (2) 2x HEADER STUDS Q U M A36 STEEL ALL THREAT W CONT. W/3x3xl/8" PLA' DATE: 9-5-2017 & GRADE 2 HEX NUT DETAILS WALL SHEATHING PER DRAWING SHEET: S-4.1 2x P.T. BASE PLATE B2 - HEATHING TO TOP i" O.C. fUDS ED ROD 'E, WASHER U.N.O.) IHEET Sl A3 = 1 SILL PLATE ATTACH TO TRUSS BELOW W/1/2"x3 1/2" LAG SCREWS AT 24" O.C. -OR- QUICKTIE TIMBERLOK SCREW B3 C3 SILL PLATE ATTACH TO TRUSS BELOW W/1/2"x3 1/2" LAG SCREWS AT 24" O.C.-OR- QUICKTIE TIMBERLOK SCREW SIMP SSP EVERY OTHER STUD TO SILL PLATE WOOD TRUSS PER MANUF 3,w SIMP SSP EVERY OTHER STUD TO SILL PLATE WOOD TRUSS PER MANUF. SIMPSON MSTA36 FLAT STRAP FIRST STUD AND EVERY OTHER STUD THEREAFTER. FLOOR SHEATHING PER SHEET S1 GIRDER PER PLAN OFFICE COPY 3/4" = 1' A.E.I. kLOHA ENGINEERING IN 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E R T I F IC A T E O F A U T H O R I Z A T 1 O N N O. 31036 V c� W U w c Q c� w Q Q U M w W DATE: 9-5-2017 JOB NUNABEK: 7283 DETAILS DRAWING SHEET: S-4.1 PAUL t' 9660 _* *_ 0 '•, STATE OF w FLORI�P • .•��y \� S�0 N A L 1111111111vvv� 9-5-2017 C PAUL I)1QACON10 FL PE #59660 NOTES A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE PRIOR TO FRAMING INSPECTION. PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. 5/8" TYPE "X" GYP BOARD REQUIRED ON CLG PER R302.6 HVAC PENETRATING RATED ASSEMBLIES TO COMPLY W FBC R302.5 UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE) TABLE OF CONTENTS PG DESCRIPTION I ROOF/FOUNDATION PLAN 2 FLOORPLAN 3 ELEVATIONS 4 ELECTRICAL PLAN D DETAIL SHEETS ENGINEERING VENT CALCULATIONS: VENTED SOFFIT VENTILATED ATTIC AREA=1583 1/300 X 1583 = 5.27 SQ FT 5.27 X 144 = 758 SQ IN TOTAL NET FREE VENT AREA 758 X 50% = 379 IN NET FREE 58 LN FT OF SOFFIT = 379 IN NET FREE SOFFIT = 6.55 IN NET FREE PER LN FT OFF -RIDGE VENTS VENTILATED ATTIC AREA=1583 1/300 X 1583 = 5.27 SQ FT 5.27 X 144 = 758 SQ IN TOTAL NET FREE VENT AREA 758 X 50% = 379 IN NET FREE 2-6' ORV REQUIRED 1-4' ORV = 144 IN NET FREE 1-6' ORV = 216 IN NET FREE GENERAL IF SOFFIT EXTENDS LESS THAN 5' THIS AREA TYSEE ESETIA E BLOCK IF SIDES ARE FIREBLOCKED, ALL VENTS TO BE ON THE FRONT AND REAR IF SIDES ARE FIREBLOCKED, ALL VENTS TO BE ON THE FRONT AND REAR SOFFIT BLOCKIfNG IF WITHIN 1 5' OF PROPRT BUILDING CODE: 2014 FBC RESIDENTIAL 5th ADDITION 2014 FBC PLUMBING 2014 FBC MECHANICAL 2008 NEC CURENT JAX BEACH LAND DEV CODE CONSTRUCTION TYPE: 5B OCCUPANCY CLASS: R-3 ROOF PIAN LINE IF SOFFIT EXTENDS LESS THAN 5' —THIS AREA TYSEE EbETAIL SHOEET 899— V-10" a zn'—n" FOUNDATION PLUMBING PLAN 1/4 1'-0" NOV P E 2017 CONTRACTOR MUST VERIFY ALL DIMENSIONS 2074 RT Revised: 4/10/16 ry 0 0 co IF SOFFIT EXTENDS LESS THAN 5' —THIS AREA TYSEE EbETAIL SHOEET 899— V-10" a zn'—n" FOUNDATION PLUMBING PLAN 1/4 1'-0" NOV P E 2017 CONTRACTOR MUST VERIFY ALL DIMENSIONS 2074 RT Revised: 4/10/16 2 o o L 0 L i to I N 0 0 I N C5 -I - C-4 I N 30'-0" 1 17'-1" 1 12'-11" 8'-7„ m ----------T----- ---- LINE OF 'WALL BELOW 2-3050 SH — — — — — — — — — — — — — — — — II 8' CLG III — — — — — — — — — — — — ` �- 9' CLG - 2,_0,> �' OPT DECK ISI II I 1 0 I 04 III I MASTER I t I 16'-5"x14'-0" I I STEP CLG I I I I I BDRM J2 I I L — — — — — — 9' CLG — — — — — J 12'-7"x11'-0" 5'-2" 3'-6"8' CLG 4,_9„ 3,-6„ 3,_6„ 8 CLG 9,-7„ OPT BARN DOOR �nasa 206 N N R&S N 2668 L m O w N3' 6'-11" IF N HO ER o � O � I I � w x6 WALL _ GLASSO A M 0) 0 1 1 8 LOU 15 x IN i2 4'— 4„ NI � � ca � o N u R&S 6068 R&S 'LY 2668ro-f' 668 _ � N �Nkr) � M I� III � M o I I II 2868 L Li cd Q O17, V `° 22"x3p" N I ff ICGESS L—J IQ III e:1: WALLW 9 CA , / 0 N 1 8' CLG i� 2868 ih 2668 2668 I Mh 5'-1" 2' '4" 1' 2" —2;' 2 4" BDRM A4 11'-5"x12'-0" 8' CLG av0� I o c0 IF SHOWER HAS GLASS ENCL❑S SAFETY GLAZING REQUIRED PER FBC R-308.4,5 m N O — L0 O M N I a� N 0 Ln N 1 I o 0 �- 5–SH V) � 2068 O 2668 cn 0 0 O O C-4 � 9'— 7„ BDRM3 11'-5"x11'-0" 8' CLG 3050 SH I 3050 SH 1 L.---- ------- LINE OF WAL BELOW 6'-0" 6'-1 " 2'-2" 5'-6" 6'-6" 2r I 3'-10" 12'— 1 14'-1" 2nd LEVEE FLOOR 30'-0 PLAN 1/4 1 9_099 I N I N c c Id AREA - 1 st LIVING: 2544 2nd LIVING: 1227' TOTAL LIVING: 2071' GARAGE: 388' ENTRY: 34' LANAI: 134' TOTAL UNDER ROOF: 2627' zn'n" 1st LEVEL FLOOR PLAN 1 /4"= 1'-0" TEMP GLS AS REQUIRED 2074 R CONTRALTO MUST VERIFY ALL DIMENSIONS +.)V a 9 117 ►`1 Revised: 4/10/16 � � N �Nkr) � M r►� � M cd Q O17, V � � N Revised: 4/10/16 12 6� REAR ELEVATION 12 6� HARDY FIBERGLASS SHINGLES imi F-1 F-1 LJ LJ r-1 f-7 L IL I I II I LJ LJ SIDE ELEVATION FIBERGLASS SHINGLES FIBERGLASS SHINGLES HARDY LAP 1 Z4"- 1/4 l o" 1'-0" '— 4'; COMMUNITY DEVELOPMENT APPROVED STONE VENEER SIDE ELEVATION L/-4 1'-0" STONE VENEER BRG 19'-5 1 /8" BRG 11'-5 1/8" BRG 10'-1 1/8" FIN FL 0'-0" BRG 19'-5 1/8- BRG /8" BRG 11'-5 1/8" BRG 10'-1 1/8" FIN FL 0'-0" FRONT ELEVATION 1 /4"= 1'-0" TEMP GLS AS REQUIRED 2074 R CONTRACTOR MUST VERIFY ALL DIMENSIONS ►`1 'arr 17 Revised: 11/20/17 - - - - - - - - - - - - - - - - - - - - 1\ J FAN n I 0 cFl I I r i 1 / � 1 � � PREWIRE & BRACE FOR FAN --------------- Kyr OIGHT W/ I FI PT DECK II l / I'I II. 0 (s), �PRE�WIRE & BRACE FOR FAN I � I� �I V IS D-�-I PREWIRE & BRACE FOR FAN I I 2nd------------------- I I I - - - - - - - - - - - - - - - - -- - I -------------------- 2nd LEVEL ELECTRICAL PLAN- LEGEND LAN LEGEND 1' LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED ® EXHAUST FAN FAN ® EXHAUST FAN/ LIGHT COMBO FAN/LITE 8 110 OUTLET 6 220 OUTLET 8GFI 110 OUTLET GFI QS SMOKE DETECTOR $ SWITCH PANEL ELECTRICAL PANEL RECESSED LIGHT © CARBON MONOXIDE DETECTOR PREWIRE & BRACE FOR FAN OPT FL( ALL FIXTURES TO BE CFL OR LED ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED 1 4''— 1 '— 0" �\ Yom- -------------- - qzr/ V OPT FLOOD 1st LEVEL ELECTRICAL PLAN 1/4 " — 1 ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES ELECTRICIAN TO VERIFY 2074 RT Revised: 4/10/16 CC3 N Revised: 4/10/16