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34 Dudley St RES19-0084 drwgs35-00-00 HATCH LEGEND 0 0 0 0 U v U w 0 0 0 w w w 0 0 0 0 0 0 0 0 0 w w' w Ui w w U U U N I Jot :;J02 Z_ 0 cJo 0o n CJo J03 CJ General Notes: - Per ANSIITPI 1.2002 all "Truss to Wall" connections are the responsibility of the Building T01 Designer, not the Truss Manufacturer. -Use Manufacturer's specifications for all hanger connections unless noted otherwise. T02 - 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. d TO-3 - Trusses are not designed to support brick U.N.O. - Dimensions are Feet-Inches- Sixteenths T04 Notes: T05 No back charges will be accepted by Builders FirstSourw unless approved in writing first. T14 ACQ lumber is corrosive to truss plates. Any ACQ lumber that mines in contact with truss plates (i.e. scabbed on tails) must have an approved barrier applied first. T14 - Refer to BCSI-BI Summary Sheet -Guide for handling, T14 Installing and Bracing of Metal Plate Connected Wood 0 " Truss prior to and during truss installation. _ It is the responsibility of the Contractor to ensure of the properorientation of the truss placement plans as to the construction documents and field conditions of the structure orientation. If a reversed or flipped layout is C? T14 p oS v T14 required, it will be supplied at no extra cost. by Builders FirstSource. It is the responsibility of the Contractor to make sure T14 oo - the placement. of trusses are adjusted for plumbing drops, can lights, act..., so the trusses do not interfere with these type of items. T1 CD ® All common framed roof or floor systems must be designed as to NOT impose anv- loads on the floor trusses below. The floor trusses have not been designed T74 LU to carry any additional loads from above. This truss placementplan was not created by an T14 00 engineer, but rather by the Builders FirstSource staff and is solely to be used as an installation guide and T14 does not require a seal. Complete truss engineering and U_ analysis can be found on the truss design drawings which may be sealed by the truss design engineer. T1 Gable end trusses require continuous bottom chord bearing. Refer to local codes for wall framing ' T13 requirements. Although all attempts have been made to do so, trusses may not, be designed s' rametrically. Please refer to the T12 individual truss drawings and truss placement plans for proper orientation and placement. T12 Bul T11 T11 Freeport o T70 0o PHONE: 850-835-4541 FAX: 850-835-4532 T10 Jacksonville PHONE: 904.772.6100 FAX: 904-772-1973 0 o o T08 Tampa PHONE: 813 621-9831 Q5 T08 FAX: 813.628.8956 T07 American Classic 36 Dudley St. 15-00-00 20-00-00 35-00-00 1505F D , ,.. 12/17/18 DPS 1617623 MITEK PRODUCT APPROVAL #'S FL2197-R6, BOISE PRODUCT APPROVAL #'S LVL FL1644-R4, BCI FL1392-R4 NA NA aPo1617623 HATCH LEGEND 35-00-00 0 0 0 0 0 0 0 0 00 11-71.0 0 0 0 0 0 0 ✓o� v v 0 w w w w w w w w w w w w U o 0 ��� �Cjo J01 0 J02 0o CJO r J03 CJ0 General Notes - - Per ANSI7PPI 12002 all " Truss to Wall" T01 connections are the responsibility of the Budding Designer, not the Truss Manufacturer. - Use Manufacturer's. specifications for all hanger T02. connectionsunless noted otherwise. - Trusses are to be 24" o.c. U.N.O. - - All hangers are to be Simpson or equivalent U.N.O.- T03 0 Use 10d x 1 1/2" Nails in hanger connections to single o ply girder trusses. o Trusses are not designed to support brick U.N.O. 04 - Dimensions are Feet -Inches -Sixteenths Notes 05 No back charges will be accepted by Builders FirstSource unless approved in writing first. - ACQ lumber is corrosive to truss plates. Any ACQ 14 lumber that comes in contact with truss plates (I" scabbed on tails) must have an approved barrier applied 14 first. Refer to BCSI-BI Summary- Sheet -Guide, for handling. Installing and Bracing of Metal Plate Connected Wood T14 - Truss prior to and during truss installation. 0 0 It is is the responsibilityof the Contractor to ensure of the o proper orientation of the truss placement plans as to co v the construction documents and field conditions of the - structure orientation. If a reversed or flipped layout is 14 required, it will be supplied at no extra cost by Builders FirstSourm. It is the responsibility of the Contractor to make sure 14 p 0 - oo the placement of trusses are adjusted for plumbing o drops, can lights, ect...., so the trusses do not interfere p T14 with these type of items. - o All common framed roof or floor systems must be __ T14 designed as to NOT impose any loads on the floor trusses below. The floor trusses have not been designed to carr, any additional loads from above. _ T14 0 o This truss placement plan was not created by an engineer, but rather by the Builders FirstSource staff 14 and is solel, to be used as an installation guide and m does not require a seal. Complete truss engineering and analysis can be found on the truss design drawings which may be sealed by the truss design engineer. 14 - Gable end trusses require continuous bottom chord T13 7800# DL bearing. Refer to local codes for wall framing requirements. Although all attempts have been made to do so, trusses T12 may not bedesigned symmetrically, Please refer to the individual truss drawings and truss placement plans for proper orientation and placement. T12 T11 ■ 11 Freeport 10 o C, PHONE: 850-835-4541 FAX: 850.835.4532 T101 0 Jacksonville PHONE 904-772-6100 FAX: 904-772.1973 9 T08 0 0 Tampa 0 o PHONE: 813-621.9831 o FAX 813-628-8956 T08 07 American Classic > W A- 36 Dudley St. 20-00-00 15-00-00 1505F 35-00-00 rz: 1/30/19 DPS 1617623 aPor1617623 MITEK PRODUCT APPROVAL #'S FL2197-R6, BOISE PRODUCT APPROVAL #'S LVL FL1644-R4, BCI FL1392-R4 NA NA N89°08'41 "E MAP SHOWING SITE PLAN OF THE NORTH ONE HALF (112) OF LOTS SIX (6), BLOCK TWO (2), OF DONNER'S REPLAT ACCORDING TO A PLAT RECORDED IN PLAT BOOK 19, PAGE 16, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. DUDLEY S TREE T (50' R/W) _--SITE BENCHMARK= 10.18 \ (NAVD-88) NAIL AND DISK - NO LD. ^(9.76) _ x(10.02) _ 3f(10.22) _ *(10.42) _ __x(10.63) _ CENTERLINE WOOD POWER OVERHEAD 9.55 POLE POWER LINE CABLE ) (9.72 (9.86) 10.0(10.27) RISER- EDGE OF PAVEMENT 9•V AT&T WATER �............... V RISER METER ---_.p WATER METER ----"fl LSI Oh�� 49.93'(M) N89'08'41 "E 50.00'(M)� `o^� 50.00'(P) 6" PVC �2o.,"oAK 10,3 16•PC CONC. o 10. PIPE DRIVE 14"PC PIPE VC 0 DOWN SPOUT 20'6_R.L. _ 9 4 20.0' ! ,/-DOWN SPOUT GUTTER p b1 o ' 4.0' DOUBLE FORM r o OR STEM WALL "' o PROPOSED RESIDENCE LOT 8 BLOCK 2 NORTH 1/2 OF °j%w LOT 7 9.4 TREES TO REMAIN SUMMARY FSE 11050-R �• BLOCK 2 _ O.R.B. OFFICIAL RECORDS BOOK OIL ON LINE L0 _N_ BREAK LINE o O M _ O 0.5 O Z r ).6' 35.0' PATIO - SHALLOW DEPRESSION z 3FT OFF PROPERTY LINE 9.4 L _ _ _ _ _ • 20' B.R.L. NORTH 112 OF 9.4 LOT 6 50.00'(M) BLOCK 2 NOTES: 1.) ALL ELEVATIONS SHOWN THUS x (20.0) REFERENCE NAVD-88. 2.) ALL TREES NOT LABELED "LO" ARE NOT LIVE OAKS. 3.) ALL LIVE OAKS AND LONG LEAF PINES ARE LABELED AS SUCH, 4.) ALL OTHER OAK TREES ARE SCRUB, WATER OR LAUREL. 5.) THE TREES SHOWN HEREON WERE NOT IDENTIFIED BY A CERTIFIED ARBORIST. 6.) ALL FENCES ARE 4' CHAINLINK UNLESS NOTED OTHERWISE. 7.) THIS SITE PLAN DOES NOT PURPORT TO BE A BOUNDARY SURVEY. GENERAL NOTES 8.) LOT AREA = 5,768 SQUARE FEET MORE OR LESS. (1) BEARINGS SHOWN HEREON ARE BASED ON THE S'LY 9.) IMPERVIOUS AREA = 41.53% RNV LINE OF DUDLY STREET AS N89°08'41"E, I O )BUILDING AREA = 34.43% P.C. POINT OF CURVATURE LEGEND P.T.. POINT OF TANGENCY P.R.C. POINT OF REVERSE CURVE P.C.C. POINT OF COMPOUND CURVE P.O.C. POINT ON CURVE P.R.M. PERMANENT REFERENCE MONUMENT P -0.P. PERMANENT CONTROL POINT B R' ^ BUILDING RESTRICTION LINE TREES TO REMAIN SUMMARY CLF CHAIN LINK PENCE �• RNV RIGHT-OF-WAY r O.R.B. OFFICIAL RECORDS BOOK OIL ON LINE L0 _N_ BREAK LINE `- ui SHALLOW SWALE 2FT OFF PROPERTY LINE LOT 5 W BLOCK 2 ATr o GUTTER TREES TO REMAIN SUMMARY 7YPE TOTAL INCHES 207 o - O 0.5 -TREE REMOVAL SUMMARY TYPE TOTAL INCHES PECAN 14 R A.r D AorL C or CH CB (C) A/C CONC. FD, )'P' (R) (P) RADIUS DELTA(CENTRALANGLE) ARC LENGTH CHORD CHORD BEARING CALCULATED AIR CONDITIONER CONCRETE FOUND IRON PIPE MEASURED PLAT FENCE (2) THIS PROPERTY HAS NOT BEEN ABSTRACTED FOR EASEMENTS, COVENANTS, RESTRICTIONS. (3) UNDERGROUND UTILITIES SERVING THIS PROPERTY HAVE NOT BEEN LOCATED OR SHOWN. 44 11 U U !III" 00 O Ug o � ILL Ff o©� ®�z co o � DRAINAGE NOTE: 1. THE COVERED PORCH AND STOOP SHALL BE p� SLOPED AT MIN. 1% AWAY FROM STRUCTURE. AT THE CONNECTION POINT OF THE PORCH AND STOOP,THE TYPICAL ELEVATION DROP SHALL BE 4 INCHES. N w N V) M a wok w 0 cr O 0) U. Ld w V W J O U) z OOLLi Y Z C, p co tV < d Q � a) N ~ z Q } U l� (4) THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "X"AS SCALED FROM F.E.M.A. FLOOD INSURANCE RATE - MAP, PANEL 12031C -0408J, DATED 11-02-2018 TREELEGEND ABBREVIATION TYPE CH CHERRY PC PECAN MG MAGNOLIA 2. GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW F.F. ELEV. 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN +/ 0.1 FT OF DESIGN ELEVATIONS. �Q L2 ��02 oop 4. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND 6 4� DRAINAGE 6 SOCK DRAIN PIPE WITH POP-UP EMITTERS c ' PLACED AT PROPERTY LINE. r 5. WHEN SWALES ARE SHOWN ON PROPERTY LINES THE U ADJACENT LOTS HAVE COMMON OWNERSHIP AT TIME OF m U) `° o DESIGN. SOUTH 112 OF SOUTH 112 OF LOT 7 LOT 6 W DRAINAGE LEGEND 00.0 00.0 "` 4'Qp M l-- PRE -FLOW ARROW //_ PROPOSED SPOT EL. 0 4ti- POST -FLOW ARROW Z U)x TO BE REMOVED E u' (00.0) EXIST. SPOT EL. - . - PROPOSED SHALLOW SWALE E 50.00'(P) 50.12'(C) z S89°24'25°W 49.76'(M) 50.00'(P) O TREE PROTECTION 3 - - SOCK DRAIN PIPE WITH POP-UP LEWIS ST 'EET _ CRITICAL ELEVATION QOQ EMITTER (50' R/W) 0 GRAPHIC SCALE a 20 0 10 20 40 80 M ( IN FEET ) I inch = 30 ft. I REVISIONS KG BY: BY: SHEET NO. . �I0 MAP SHOWING SITE PLAN OF THE NORTH ONE HALF (1/2) OF LOTS SIX (6), BLOCK TWO (2), OF DONNER'S REPLAT ACCORDING TO A PLAT RECORDED IN PLAT BOOK 19, PAGE 16, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. DUDLEY S TR EE T (50' R/W) /--SITE BENCHMARK = 10.18 (NAVD-88) NAIL AND DISK - NO LD. x(9.76)_ - x(10.02)_-(10.22) (1. 042)- - (10.63) A CENTERLINE WOOD POWER kd OVERHEAD onI F-. __. .._ __. r -POWER LINE CABLE """"� ""' ` RISER EDGE OF PAVEM NT JPC�, SLY WATER h ....... ...... ....L.1 ..... METER----� WATER METER-_'�x N89'08'41 "E 49.93'(M) N89°08'41"E 50.00'(50.00'(P)6" PVC CONC. N f rd 3 K DRIVE PIPE 10.0 20'B_R.L. f DOWN SPOUT 20.0' 9.4 ! GUTTER D O O DOUBLE FORM OR STEM WALL LIi o PROPOSED RESIDENCE LOT 8 NORTH 1/2 OF 9`0 FIFE 11059-R BLOCK 2 LOT 7 9.4 M BLOCK 2 o M ' Z T�.s' SHALLOW DEPRESSION z 1 3FT OFF PROPERTY LINE 9.4 ! l I; .0' lh 4"PC 6" PVC PIPE DOWN SPOUT NOTES: 1.) ALL ELEVATIONS SHOWN THUS x (20.0) REFERENCE NAVD-88. P.C.P. PERMANENT CONTROL POINT B.R.L. 2.) ALL TREES NOT LABELED `LO" ARE NOT LIVE OAKS, BUILDING RESTRICTION UNE 3.) ALL LIVE OAKS AND LONG LEAF PINES ARE LABELED AS SUCH. CLF CHAIN LINK FENCE 4.) ALL OTHER OAK TREES ARE SCRUB, WATER OR LAUREL. RNV RIGHT-OF-WAY 5.) THE TREES SHOWN HEREON WERE NOT IDENTIFIED BY A CERTIFIED ARBORIST. O.R.B. OFFICIAL RECORDS BOOK 6) ALL FENCES ARE 4' CHAINLINK UNLESS NOTED OTHERWISE. O/L ON LINE 7.) THIS SITE PLAN DOES NOT PURPORT TO BE A BOUNDARY SURVEY. GENERAL NOTSH 8. LOT AREA = 5,768 SQUARE FEET MORE OR LESS. ) (1) BEARINGS SHOWN HEREON ARE BASED ON THE SLY RIW LINE OF DUDLY STREET AS N89°06'41"E. 9.) IMPERVIOUS AREA = 41.53% 10.)BUILDING AREA= 34.43% (2) THIS PROPERTY HAS NOT BEEN ABSTRACTED FOR EASEMENTS, COVENANTS, RESTRICTIONS. LEGEND (3) UNDERGROUND UTILITIES SERVING THIS PROPERTY P.C. POINT OF CURVATURE R RADIUS HAVE NOT BEEN LOCATED OR SHOWN. P.T. POINT OF TANGENCY n or D DELTA (CENTRAL ANGLE) P.R.c- POINT OF REVERSE CURVE A or L ARC LENGTH (4) THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE P.C.C. POINT OF COMPOUND CURVE C. or CH CHORD P.O.C. POINT ON CURVE CB CHORD BEARING 'WAS SCALED FROM F. E. M.A. FLOOD INSURANCE RATE PRM PERMANENT REFERENCE MONUMENT (C) CALCULATED MAP, PANEL 12031C -0408J, DATED 11-02-2016 /10.5 0.5 P.C.P. PERMANENT CONTROL POINT B.R.L. CONC, BUILDING RESTRICTION UNE _ CLF CHAIN LINK FENCE I.P. RNV RIGHT-OF-WAY C) ® O.R.B. OFFICIAL RECORDS BOOK ^ Q O/L ON LINE -z- -'r- BREAK LINE qF LC) O !- b SHALLOW SWALE 2FT i^^� OFF PROPERTY LINE X10.8 LOT 5 ! , w BLOCK 2 TREES TO REMAiN SUMMARY 35.0' PATIO7 0 I NORTH _L2I r�1t7 Y1 50.001(P) 50.12'(C) S89°24'25"W 49.76'(M) 50.00'(P) LEWIS STREET (50' RAV) TYPE TOTAL INCHES GUTTER oAK 20., TREE REMOVAL SUMMARY TYPE TOTAL INCHES PECAN 14 t0 Hiouc�e Vo M b_ 9u t�0j.-N ' �� Lo tVn V OV U t� APPROVED (, jof,°-v refiu-mon Vp an Wns+v c hon S+t WL�q A/C 50.001(M) CONC, CONCRETE _ FOUND I.P. IRON PIPE (R) MEASURED (P} PIAT -z- FENCE i Lo6 Ln SOUTH 1/2 OF ?� SOUTH 1/2 OF LOT 6 LOT c� 0 CD 0 0 zIn 0 50.001(P) 50.12'(C) S89°24'25"W 49.76'(M) 50.00'(P) LEWIS STREET (50' RAV) TYPE TOTAL INCHES GUTTER oAK 20., TREE REMOVAL SUMMARY TYPE TOTAL INCHES PECAN 14 t0 Hiouc�e Vo M b_ 9u t�0j.-N ' �� Lo tVn V OV U t� APPROVED (, jof,°-v refiu-mon Vp an Wns+v c hon S+t WL�q A/C A!R CONDITIONER CONC, CONCRETE FD, FOUND I.P. IRON PIPE (R) MEASURED (P} PIAT -z- FENCE TREE LEGEND ABBREVIATION TYPE CH CHERRY PC PECAN MG MAGNOLIA \ \� � 1 ;•x•1„`11 i l / 7 G � O i 1. DRAINAGETHE COVERED PORCH AND STOOP SHALL BE 0000000 Q� 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. 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN +/- 0.1 FT OF DESIGN ELEVATIONS. 4. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS PLACED AT PROPERTY LINE. 5. WHEN SWALES ARE SHOWN ON PROPERTY LINES THE ADJACENT LOTS HAVE COMMON OWNERSHIP AT TIME OF DESIGN. DRAINAGE LEGEND 00.0 00.0 PRE -FLOW ARROW q- PROPOSED SPOT EL. Qti- POST -FLOW ARROW X TO BE REMOVED (00.0) EXIST. SPOT EL. - • - PROPOSED SHALLOW SWALE O TREE PROTECTION - - -. SOCK DRAIN PIPE WITH POP-UP CRITICAL ELEVATION QOQ EMITTER GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 30 ft. Q N LU F O U) N M I'd 0 Lu o "r �O� (nLLLo w 'n ui Ww C J O U) z 00 6i XYZ O N Q a) CVo Z � a ` � v °00 000 0 � Q �o � LV �oazzd cl� � 00000 �000 (I1 w Lu w g U IZ U) w �0Q uj °� z Z < � U_ 0 (0 w Q U) REVISIONS I DRAWN BY:KG DESIGNED BY: RDP CHECKED BY: RDP SHEET NO. MAP SHOWING SITE PLAN OF THE NORTH ONE HALF (1/2) OF LOTS SIX (6), BLOCK TWO (2), OF DONNER'S REPLAT ACCORDING TO A PLAT RECORDED IN PLAT BOOK 19, PAGE 16, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. D UDLE Y S Tj�)EE T (50' R/W)� -SITE BENCHMARK = 10.18 (NAVD-88) NAIL AND DISK - NO I.D. (9rt 76) _ x(10.02)_ _ *(10.22 _ _,,(10.42) _ CENTERLINE I "(10.63) WOOD POWER OVERHEAD POLE POWER LINE CABLE x(9.55) x(9.72)_ (9.86)_00.03)x(10.27) RISER - EDGE OF PAVEMENT p -7 D AT&T WATER....... METER -----.a WATER METER-� N89°08'41"E 49.93'(M) 50.00'(P) N89'08'41 "E 50.00'(M) 9? 6" PVC 16"PC PIPE lo. 0, DOWN SPOUT- 9.3" POUT9 3, GUTTER O ui DOUBLE FORM OR STEM WALL LOT 8 NORTH 1/2 OF `m BLOCK 2 LOT 7 a' 9'3 BLOCK 2 M CD co O - Z /• 1.6' III ❑ O z �A/C SHALLOW DEPRESSION 3FT OFF ( PROPERTY LINE 9.3 L t � � 50.00'(M) 6 4"PC 6" PVC PIPE DOWN SPOUT 0 11.0'... L.1.. 4ff O X 01 _ 4.) ALL OTHER OAK TREES ARE SCRUB, WATER OR LAUREL. LO 20.IffOAKS O PROPOSED o < N RESIDENCE "� iqENERAL NGTES DRIVE DR'V `1 IL ' 11 20' B.R.L. 20.0' (� w ,•�'' 1� LOT 8 NORTH 1/2 OF `m BLOCK 2 LOT 7 a' 9'3 BLOCK 2 M CD co O - Z /• 1.6' III ❑ O z �A/C SHALLOW DEPRESSION 3FT OFF ( PROPERTY LINE 9.3 L t � � 50.00'(M) 6 4"PC 6" PVC PIPE DOWN SPOUT 0 11.0'... AIR CONDITIONER 4ff O 3:) ALL LIVE OAKS AND LONG LEAF PINES ARE LABELED AS SUCH. FOUND 4.) ALL OTHER OAK TREES ARE SCRUB, WATER OR LAUREL. LO 5.) THE TREES SHOWN HEREON WERE NOT IDENTIFIED BY A CERTIFIED ARBORIST. O PROPOSED `- LO RESIDENCE "� iqENERAL NGTES PLAN 1505-R `1 FFE=11.9 D.f 10.)BUILDING AREA = 34.43% (� w wFym �O EASEMENTS, COVENANTS; RESTRICTIONS, P.C. POINT OF CURVATURE LEGEND(3) M P.T. POINT OF TANGENCY A or D DELTA (CENTRAL ANGLE) O PATIO 35.0' P.C.C. POINTOF COMPOUND CURVE C or CH CHORD 7 20' B.R.L. NORTH 1/2 OF LOT 6 BLOCK 2 COMMU,"VIrY o � �RoV Nr 4 ) SOUTH 1/2 OF SOUTH 1/2 OF LLOT 6 OT 7 m o 0 z 50.00'(P) C 50.12'(C) S89°24'25'W 49.76'(M) I 50.00'(P) LEWIS STREET (50'R/VV ) NOTES: 1.) ALL ELEVATIONS SHOWN THUS x (20.0) REFERENCE NAVD-88. AIR CONDITIONER 2.) ALL TREES NOT LABELED 'LO" ARE NOT LIVE OAKS. CONCRETE 3:) ALL LIVE OAKS AND LONG LEAF PINES ARE LABELED AS SUCH. FOUND 4.) ALL OTHER OAK TREES ARE SCRUB, WATER OR LAUREL. IRON PIPE 5.) THE TREES SHOWN HEREON WERE NOT IDENTIFIED BY A CERTIFIED ARBORIST. MEASURED 6.) ALL FENCES ARE 4' CHAINLINK UNLESS NOTED OTHERWISE. PLAT 7.) THIS SITE PLAN DOES NOT PURPORT TO BE A BOUNDARY SURVEY, iqENERAL NGTES 8.) LOT AREA = 5,768 SQUARE FEET MORE OR LESS. (1) BEARINGS SHOWN HEREON ARE BASED ON THE S'L) 9.) IMPERVIOUS AREA = 41.53% R/W LINE OF DUDLY STREET AS N89'08'411 "E. 10.)BUILDING AREA = 34.43% (2) THIS PROPERTY HAS NOT BEEN ABSTRACTED FOR wFym �O EASEMENTS, COVENANTS; RESTRICTIONS, P.C. POINT OF CURVATURE LEGEND(3) UNDERGROUND UTILITIES SERVING THIS PROPERTY P.T. POINT OF TANGENCY A or D DELTA (CENTRAL ANGLE) HAVE NOT BEEN LOCATED OR SHOWN, F.R.C. POINT OF REVERSE CURVE A or L ARC LENGTH P.C.C. POINTOF COMPOUND CURVE C or CH CHORD (4) THIS PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE P.O.C. PGINT ON CURVE CB CHORD BARING P.R.M. PERMANENT REFERENCE MONUMENT "X" AS SCALED FROM F.EM.A. FLOOD INSURANCE RATE (C) CALCULATED PCP PERMANENT CONTROL MAP, PANEL 12031C -0408J, DATED 11-02-2018 POINT B.R.L. BUILDING RESTRICTION LINE CLF CHAIN LINK FENCE RNVRIGHT-OF-WAY O.R.8, OFFICIAL RECORDS BOOK OIL ON LINE �- BREAK LINE SHALLOW SWALE 2FT OFF PROPERTY LINE LOT 5 BLOCK 2 TREES TO RF_MAN SUMMARY TYPE TOTAL INCHES -GUTTER oAK --207 TREE REMOVAL SUMMARY TYPE TOTAL INCHES PECAN 30 e�- 3' 4.5' EL 11.3 lg al�F.F.ELEV 119 CROSS SECTION A - A N.T.S. A/ w II' M 5.5' 2' o AJAX F.F�FLFV 11.9\1 T 3% 0 rn CROSS SECTION B - B N-T.S. A/C AIR CONDITIONER CONC. CONCRETE FD, FOUND I.P. IRON PIPE (R) MEASURED (P) PLAT - - FENCE _ TREELEGEND ABBREVi.ATiON TYPE CH CHERRY PC PECAN MG MAGNOLIA J DRAINAGE NOTE: 1. THE COVERED PORCH AND STOOP SHALL BE o��OO���aov oQo o °o 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. 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN +/- 0.1 FT OF DESIGN ELEVATIONS. 4. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS PLACED AT PROPERTY LINE. 5. WHEN SWALES ARE SHOWN ON PROPERTY LINES THE ADJACENT LOTS HAVE COMMON OWNERSHIP AT TIME OF DESIGN. DRAINAGE LEGEND 00.0 00.0 •* '° PRE -FLOW ARROW 0/_ PROPOSED SPOT EL. 4"- POST -FLOW ARROW (00.0) EXIST. SPOT EL. O TREE PROTECTION CRITICAL ELEVATION X TO BE REMOVED -._ PROPOSED SHALLOW SWALE - - SOCK DRAIN PIPE WITH POP-UP QOQ EMITTER GRAPHIC SCALE 20 0 10 20 40 eo ( IN FEET ) 1 inch = 30 ft. z g W 0 Q Z Q D w U) 1 DESIGNED BY: RDP 1 JOB NO.: 71902.25 SHEET NO. Q N F O �`/� ••••cam' � � i -� 55 N 55 M z a0 w v wFym �O F- LL Lu LLI J - L W J O >� OOL YZ O 2 CO ¢id V__ 'RIC M '0 04 O z y DRAINAGE NOTE: 1. THE COVERED PORCH AND STOOP SHALL BE o��OO���aov oQo o °o 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. 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN +/- 0.1 FT OF DESIGN ELEVATIONS. 4. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS PLACED AT PROPERTY LINE. 5. WHEN SWALES ARE SHOWN ON PROPERTY LINES THE ADJACENT LOTS HAVE COMMON OWNERSHIP AT TIME OF DESIGN. DRAINAGE LEGEND 00.0 00.0 •* '° PRE -FLOW ARROW 0/_ PROPOSED SPOT EL. 4"- POST -FLOW ARROW (00.0) EXIST. SPOT EL. O TREE PROTECTION CRITICAL ELEVATION X TO BE REMOVED -._ PROPOSED SHALLOW SWALE - - SOCK DRAIN PIPE WITH POP-UP QOQ EMITTER GRAPHIC SCALE 20 0 10 20 40 eo ( IN FEET ) 1 inch = 30 ft. z g W 0 Q Z Q D w U) 1 DESIGNED BY: RDP 1 JOB NO.: 71902.25 SHEET NO. .' �j� �`/� ••••cam' � � i -� �i • fix/ i • z • . DRAINAGE NOTE: 1. THE COVERED PORCH AND STOOP SHALL BE o��OO���aov oQo o °o 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. 3. CONTRACTOR SHALL BE REQUIRED TO BE WITHIN +/- 0.1 FT OF DESIGN ELEVATIONS. 4. DOWNSPOUTS ARE TO BE CONNECTED TO UNDERGROUND DRAINAGE 6" SOCK DRAIN PIPE WITH POP-UP EMITTERS PLACED AT PROPERTY LINE. 5. WHEN SWALES ARE SHOWN ON PROPERTY LINES THE ADJACENT LOTS HAVE COMMON OWNERSHIP AT TIME OF DESIGN. DRAINAGE LEGEND 00.0 00.0 •* '° PRE -FLOW ARROW 0/_ PROPOSED SPOT EL. 4"- POST -FLOW ARROW (00.0) EXIST. SPOT EL. O TREE PROTECTION CRITICAL ELEVATION X TO BE REMOVED -._ PROPOSED SHALLOW SWALE - - SOCK DRAIN PIPE WITH POP-UP QOQ EMITTER GRAPHIC SCALE 20 0 10 20 40 eo ( IN FEET ) 1 inch = 30 ft. z g W 0 Q Z Q D w U) 1 DESIGNED BY: RDP 1 JOB NO.: 71902.25 SHEET NO. GENERAL NOTES: WOOD: CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH CRAWINGS OF OTHER ALL LUMBER SHALL BE DRESSED, #2 S.P., DRY MAX 19% MOISTURE CONTENT U.N.O. CODE DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VERIFICATION OF ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT, FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION OF ANY PREFABRICATED OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE LOCATION, TYPE, AND TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. MINIMUM DESIGN CRITERIA BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE O DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORS, INSERTS, OPENINGS, PER ASCE/SEI (7 -10) -MINIMUM DESIGN LOADS FR ETC. TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS. BUILDINGS AND OTHER STRUCTURES. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL PRODUCTS USED WIND LOADS: ^ THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY. ALOHA IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR ENGINEERING ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORK AND INSPECTION OF CONTINUED, LONG TERM PERFORMANCE. WIND SPEED: 130 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. WIND EXPOSURE: C PLANS. CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION ALOHA AND 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 CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO STABILIZE PSI MIN. AND 1.9x10^6 PSI MODULUS OF ELASTICITY MIN. U.N.O. NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS ENGINEERING 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. REGION. WINDOW PROTECTION FOR FLYING DEBRIS 1S PLANS VOID TWELVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO CURRENT CODES AND ATTACH 3 AND 4 -PLY LVL WITH (2) ROWS OF 1/2" DIA. BOLTS 12" O.C. U.N.O. NOT REQUIRED BY CODE. 770 WAKEMONT DR. ORANGE PARK PRACTICES APPLICABLE AT THAT TIME. FLORIDA 32065 FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS BUILDING CATEGORY: II C E R T i F IC ATE ❑ F FOUNDATION: OF .131"x3" GUN NAILS 6" O.C. ONE ROW NEAR TOP EDGE AND ONE NEAR BOTTOM. INT. PRESSURE COEF: .18/ENCLOSED A u T H ❑ R i Z A T 1 ❑ N FOUNDATION HAS BEEN DESIGNED FOR ANON -EXPANSIVE MINIMUM SOIL BEARING CAPACITY OF BUILDING MEAN ROOF HEIGHT: 15 FT N ❑. 31 036 2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASSOCIATED RISKS CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TO BE REGARDING OBTAINING A SOIL INVESTIGATION. OWNER/CONTRACTOR SHALL OBTAIN A SOIL SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. ALLOWABLE-VASD DESIGN VALUES U BEARING CAPACITY AND SUITABILITY OF SUBSURFACE CONDITIONS REPORT FROM A COMPONENT AND CLADDING WALL OPENING PRESSURES REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL ATTACH STUD COLUMNS SPECIFIED ON PLAN: 2 -PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3" INTERIOR EDGE COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED. GUN NAILS 6" O.C. EACH FACE. ATTACH ADDITIONAL PLIES WITH 1/2" THRU BOLTS OR QUICK TIE OPENING SIZE (FT -2) PRESSURE (PSF) PRESSURE (PSF) W TRUSSLOK SCREWS AT 6" O.C. UP TO 4 -PLIES. UNLESS NOTED OTHERWISE ON PLANS MIN. 0-10 +23,-24 +21,-37 FOOTINGS AND SLAB SHALL BEAR UPON UNDISTURBED SOIL OR FILL COMI-'ACTED TO A DENSITY FASTENING OF ROUGH CARPENTRY SHALL EE PER CODE R602.2. 20 +21,-24 +20,-35 AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY (ASTM -D 1557), FILL SHEATHING: 50 +20,-22 +18,-31 SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR 01 -HER MEANS OF WALL SHEATHING: 100 +19,-22 +17,-28 uo O PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER D/>,TE. EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD U W 0 CONCRETE (OSB). SPAN RATING NOT LESS THAN 24/1.6, THICKNESS NOT LESS THAN 7/16" U.N.O. OR END ZONE PRESSURES ARE WITHIN 4' OF ALL EXTERIOR �j t � Q OTHERWISE REQUIRED VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAIL CORNERS. ^ U MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATIUIRED B ON AND SLABS I -I 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. _< GARAGE DOOR OPENING TO MEET: +20, -24 PSF ALLOWABLE Q LONGITUDINAL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE CON-fINUOUS AT CORNERS Vasd DESIGN PRESSURES. U Q C) AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMIIM LAP OF REINFORCING 5/16" HARDI-PANEL MAY BE SUBSTITUTED FOR APA RATED SHEATHING ON SIDES AND REAR SHALL BE 40 BAR DIAMETERS, BUT NOT LESS THAN 20". MINIMUM BAR SPACING 1 1/2" O.C.. OF HOUSE ONLY OF EXTERIOR WALLS. ATTACH HARDI-PANEL SHEATHING TO ALL WOOD SUPPORTS W/.091", .225" HD RING SHANK, 1.5" LONG NAIL PATTERN AT 4" O.C. ALL EDGES AND 8" O.C. GRAVITY LOADS: M n ROOF FLOOR BLOCK ALL PANEL EDGES. U I-� ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN. THICKNESS OVER MIN. 6 MIL. POLYTHYLENE FIELD. TOP CHORD LIVE: 20 PSF 40 PSF �-- VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH FIBER -MESH REINFORCEMENT WITH TOP CHORD DEAD: 7 PSF 10 PSF A MIN. 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH ASTM -C 116. IN LIEU OR IN ROOF SHEATHING: BOTTOM CHORD LIVE: 10 PSF 0 PSF W CONJUNCTION WITH FIBER -MESH REINFORCEMENT 6x6 W1.4xl.4 WWM LAPPED 8" AT EDGES AND EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD BOTTOM CHORD DEAD: 5 PSF 5 PSF ENDS CONFORMANCE WITH ASTM -A 185 SET CENTERED IN SLAB. (OSB). SPAN RATING NOT LESS THAN 24/16, THICKNESS NOT LESS THAN 7/16" U.N.O. OR DECKS: 40 PSF OTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS. SLUMP SHALL BE BETWEEN 4" TO 5", NO WATER WALL BE ADDED AT SITE. TROWEL FINISH ATTACH WITH MIN. RSRS-01 .113"x2 3/8 RING SHANK NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. DEAD LOADS ARE SUPERIMPOSED. EXPOSED SLABS OR SLABS TO RECEIVE FLOOR FINISH. NON -SLIP BROOM FINISH FOR EXTERIOR SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO OR WALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY 1" DEEP SAVV' CUT CONTROL JOINTS MORE SPANS WITH STAGGERED END JOINTS. WHERE SINGLE SPANS ARE REQUIRED BLOCK ABBREVIATIONS DATL- 1-30-2019 ARCH. -ARCHITECT SIMP.-SIMPSON STRONG TIE JOB NUMBER: 9168 ORIGINATING AT CORNERS AND APPROX. 12'x12' GRID THROUGHOUT SLAB WITHIN 12 HRS OF PANELS AT 12" O.C. -BOTTOM O F O. . F FOOTING SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315 DETAILING B.S.W.-SHORT WAY CONT. -CONTINUOUS T.O.C.-TOP OF CURB STRUCTURAL NOTES FLOOR SHEATHING: MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: -DIAMETER • CONCRETE CAST AGAINST EARTH 3" EXPOSURE 1 APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR DIA. T.O.G.-TOP OF GRADE AND SPECIFICATIONS • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" ORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 48/24, THICKNESS NOT LESS E.W.-EACH WAY T.O.S.-TOP OF STEEL • INTERIOR SLABS, WALL 3/4" THAN 23/32" U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERS F.F.E.-FINISHED FLOOR TYP,-TYPICAL REQUIREMENTS. PANELS MAY BE GLUED TQ AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE ELEVATION U.N.O.-UNLESS NOTED DRAWrNG SHEET: GLUE IS NOT REQUIRED. ATTACH WITH MIN. 10d NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. L.W.-LONG WAY OTHERWISE MASONRY: FASTENERS: W -WITH S-1 ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 MASONRY MIN. -MINIMUM WDO-WOOD DESTROYING EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG -TIE CO. HIGH STRENGTH O.C.-ON CENTER ORGANISM BUILDING CODE. ACRYLIC ADHESIVE (AT -XP). ALL ANCHOR_, SHALL HAVE A MIN. 3" EDGE OF CONCRETE TO CENTER OF ANCHOR EDGE DISTANCE WITH MIN. 7 1/2" EMBED U.N.O. SIM PRESSURE TREATED W/O -WITH OUT CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEARI,VG CONCRETE MASONRY QINSTA E PRODUCTS SHALL SIM. -SIMILAR W.W.F.-WELDED WIRE FABRIC UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSION( STRENGTH OF 2000 PSI BE INSTALLED WITH QE -1 QUICK SET ANCHOR EPDXY, 4" EMBED U.N.O. INSTALL ALL ANCHORS PER MANUFACTURERS WRITTEN INSTALLATION PROCEDURES. DRAWING INDEX: F'm=1500 PSI. S1 --STRUCTURAL NOTES MORTAR SHALL CONFORM TO ASTM C270 TYPES DO NOT INSTALL ANCHORS RODS IN DIRECj" CONTACT WITH TREATED LUMBER. AN EPDXY AND SPECIFICATIONS FILLED GAP OF 1/8" OR GREATER SHALL BE!AT INTERFACE. USE COMMON WIRE S2 ---FOUNDATION/WALL PLAN PAS NAILS OF STANDARD LENGTH PER NDS 2005. U.N.O. INSTALL FASTENERS WITHOUT SPLITTING S2.1 -ROOF PLAN ���\ v, r EN GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH MIN. 28 (DAY COMPRESSIVE `OFFICE 4 'l COPY _ STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, (PROVIDE A SLUMP WOOD. S3.1, S3.2--DETAILQ / BETWEEN 8"AND 11". METAL FRAMING ANCHORS: V 9660 0 PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY AND VERTICAL FACE CELLS AND WEBS. * * - HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZ. SIMPSON STRONG -TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTEN - b '. SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTACT WITH CORROSIVE REVIEWED FOR CODE COIUIPLIANC / W \ Q .! STATE OF HORIZONTAL JOINT REINF. AT 16" O.C. IN ALL CMU WALLS. MIN. VERTICAL REINF. OF #4 AT MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE'Z COATED, HOT -DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR CITY OF ATLANTIC BEACH 48" O.C., FILL ALL REINF. CELLS WITH GROUT. COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT (ACZA ETC.) SEF PERMITS FOR ADDITIONAL /0 NAL BRICK VENEER SHALL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. 9 C -A. WIRE TIES OR 22 U.S. REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. REQUIREMENTS AND CONDITIONS GA. BY 7/8" CORRUGATED STEEL AT 16" O.C. STAINLESS STEEL AND ZINC -PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS WEEPHOLES SHALL BE LOCATED ABOVE FLASHING STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC -PLATED FASTENERS �� C: PAUL Dlc_;IACON10 AT 32" O.C. WITH ZINC -PLATED CONNECTORS. f:=1;,EWED I3Y: DATE.-_t/,a'>',? FL PL#59660 FOUNDATION/WALL PLAN PLAN NOTES 1/8"=1'-0" 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. ALL EXTERIOR WALLS ARE SHEAR WALLS. INTERIOR SHEAR WALLS ARE NOT REQUIRED ON THIS PLAN. 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. (2)2x6 (1J1K) (2)2x6 (1J1K) F I I (2)2x4 (2)2x4 (2)2x4 (1.11x) (1J1K) (1 11 Kl I (2)2x6 (1J1K) I I I i I i i (2)2x6 (1J1K) i I i C3 i I I I I I I I I 229 (2)2x4 (1J1K) ------------------------ � I I I SHEATH INTERIOR ((2)2x6 V/D00 SHEARWALL PER DETAIL )PTION: (1J1KL_, (2)2x6 (1J1K) I I I I I it i I I I I i I I I I I i I I------------...____.. _._J (2)2x12 (2J2K) PER DETAIL C3/S4.1 (2)2x4 (1J1K) -' r1 --- --- - f 00,.R \ (2)2x8 P.T. 4x4 NOM. POST W/SIMPSON ABU44 W/5/6" ANCHOR EPDXY SET 7" DEPTH TO 24"x24"x10" DEPTH FOOTING W/(2)#4 E.W. 1 4'-6" I 10'-4" (2)2x12 (2J2K) PER DETAIL C3/S4.1 GARAGE RIGHT OPTION OFFICE COPS ALOHA ENGINEERING 770 WAKEM❑NT DR. ORANGE PARK FLORIDA 32065 C E R T I F IC AT E ❑ F A U T H ❑ R I Z A T 1 ❑ N N ❑ . 31036 I JOB NUMI3LR 9 68 FOUNDATION/WALL 11 PLAN 11 DRAWING SHEET: S-2 IPA \\\ \\11111111111//C/ \\ 4 XC E tib •00' o. 5966Q _ STATE OF '� � '• FLORIDA'.•'. 1� �• SIO N A L ///111111111111\A 1-301-201( C. PAUL DICIACOIMO 1-L PL #59660 ROOF PLAN PLAN NOTES 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 AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AT BEARING WALLS WITH SIMP H8 ANCHOR -OR- QUICKTIE TIMBERLOK 6" WOOD SCREW U.N.O. REFER TO TRUSS ENGINEERING FOR TRUSS TO TRUSS CONNECTIONS. 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 600 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. ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON MTS12 OR SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO BEAMS 3" AND SET BELOW TOP PLATES ON (2)2x STUD U.N.O. A3 53.2 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 X __TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE AS INDICATED BELOW. M--- (2) STUD MINIMUM. (2)SIMPSON H8 J01 502 J03 c 0 0 U 0 C) 0 W 0 w 0 W 0 W 0 w 0 0 0 0 0 0 0 0 0 0 CJ CJ CJ T01 1 � T01 VQO> Q U M 1 T02 T02 T03 T03 roa T06 T05 T04 IT05 T06 T14 1 114 1 T14 T14 T14 114 T14 1 B2 S3.2 T13 T12 T12 A2 S3.2 T11 E T11 A2 S3.2 T10 T10 T14 T14 T14 � 1 T13 B2 53.2 1 1 T12 T12 T11 A2 S3.2 IT11 T10 A2 S3.2 T10 T08 I„ T08A3 I 53.2 53.2 IiT08 �IT07 cI S3.2 A3 3.2 o Vol J02 J03 2 0 0 0 o g o 0 0 0 0 0 0 0 0 0 0 o e CJ CJO w CJO 1 � T01 VQO> Q U M Q T02 T03 roa T06 T05 T14 1 T14 T14 T14 1 B2 S3.2 T13 T12 T12 A2 S3.2 T11 T11 A2 S3.2 T10 T10 GARAGE RIGHT OPTION A3 3.2 OFFICE COP ALOHA ENGINEERING 770 WAKEMONT DR. ORANGE PARK FLORIDA 32065 C E RT I F IC A T E ❑ F A U T H O R I Z A T 1 ❑ N N ❑. 31 O36 DATE:- 1-30-209 JOB NUMBER: 9168 ROOF PLAN . DRAWING SHEET: S-2.1 PAUL G ��Q4' • • ytC E NSA, Iq� p N 5966.0 ' o p STATE OF q • • ..... •' QCs O/NAIL ISvvvv�I-30I20 C. PAUL DICIACO,blO FL PL #59660 w O LnV VQO> Q U M Q w DATE:- 1-30-209 JOB NUMBER: 9168 ROOF PLAN . DRAWING SHEET: S-2.1 PAUL G ��Q4' • • ytC E NSA, Iq� p N 5966.0 ' o p STATE OF q • • ..... •' QCs O/NAIL ISvvvv�I-30I20 C. PAUL DICIACO,blO FL PL #59660 z rINTERSECTION. CUT EVERY OTHER WIRESAW CUT JOINT 1/4"xl° W.W.F. IF USED W.W.F. IF USED W/FTC. PLACE 1#4 VERT. W/FTC. a ° F.F.E CELL F.F.E PLACE 1#4 VERT. DWLS. TO MATC}II IN ALL o xx-�° %—xIN ALL END CELLS. CORNER CELLS OR IN CLOSEST CELL ADJACENT x *—x— ° A—x—'x—a" _ x x 4 TO ALL CORNER75. ° - d I-1 I I—I I I—I I I—I I I III—III=III—I i I ' I I_I ! 1=I i l_I I I -I III I I N„ END OF WALL- - VAPOR RETARDER VAPOR RETARDER ALOHA Al TYPICAL MASONRY REINF. AT DISCONTINUITIES A2 TYPICAL CONTROL JOINT A3 TYPICAL SLAB ON GRADE RECESS ENGINEERING 1/2" = 1' 3/4" = 1' 3/4" = 1' 770 WAKEM❑NT DR. ORANGE PARK FLORIDA 32065 A36 STEEL ALL THREADED ROD A36 STEEL ALL THREADED ROD C E R T I F I L AT E ❑ F -OR- QUICKTIE QTB PER SHEET A U T H ❑ R I z A T 1 ❑ N WALL STUDS PER Sl. (U.N.O.) WALL STUDS PER -OR- QUICKTIE QTB PER SHEET N 0. 31036 SHEET S2 SHEET S2 PER SHSl. (U.N.O.) WALL SHEATHING WALL SHEATHING SHEET S1 PER SHEET SI P.T. SILL PLATE W/ANCHOR P.T. SILL PLATE W/ANCHOR PER SHEET 52 PER SHEET S2 w - 1 #4 CONT. �C 8" MAX. 1 #4 CONT. " c F.T.O.CTO #4 VERT. 0 48" O.C. 1 #4 CONT. >F I a _ `J w •.r ° ° 4• VARIES I- �.. r•, O _ 4 -COURSES MAX. < II Q U VARIES I-III=1 11= 8" NOM CMU GROUTED 12" Q 4 -COURSES MAX. ° I 8" NOM CMU GROUTED I-2" ° c I SOLID W/1 #4 VERTICAL 1 #4 CONT. 4 _ SOLID W/1 #4 VERTICAL l _ DWL AT 48" O.C. -I r DWL AT 48" O.C. U 0 _ ° 6., 6 —III=1 lz" MIN. =III— I=1 12" MIN. U p VARIES ° III T.O.G. TO 10„ I a I = T.O.G. TO 1 1-1 Q I I- I--� B.O.F. ° B.O.F. 10" -III v ° •° I -I W 4 -COURSES MAX. a 1 I I a � '° I -I IN 8" NOM CMU GROUTED 12" (2) #4 CONT. =III=1 I I (2) #4 C SOLID W/1 #4 VERTICA: T 25" MIN LAP, BEND _ DWL AT 48" O.C. J 25" MIN LAP, BEND 8„ AROUND CORNERS1K--18'L------7I1 #3 OR CHAIRS ® 48" AROUND CORNERSI- v � 18" � #3 OR CHAIRS ®48" _I OPTION TYPICAL STEMWALL FT W/SLAB OPTION TYPICAL STEMWALL FOOTING DATE 1-302019 ° 12" MIN. )OB NUMBER: 9168 T.O.G. TO 10" VIII B.O.F. _ OFFICE COPY 1= ° •° III_ I MIN A36 STEEL ALL THREADED ROD DETAILS 1°11 -OR- QUICKTIE QTB PER SHEET MI CONT. 25" MIWALL STUDS PER Sl. (U.N.O.) 25N LAP, BEND _ SHEET S2 AROUND CORNERS ✓ 18" #3 OR CHAIRS 48" WALL SHEATHING PER SHEET Si DRAWING SHEET: A36 STEEL ALL THREADED ROD P.T. SILL PLATE W/ANCHOR -OR- QUICKTIE QTB PER SHEET WALL STUDS PER 3 • -/ PER SHEET S2 SHEET S2 Sl. (U.N.O.) -3.1 1 OPTIONAL TYPICAL CMU EDGE WALL SHEATHING AUL - r 1 #4 CONT. PER SHEET SI 8" MAX. P.T. SILL PLATE W/ANCHOR F.F.E. TO #4 VERT. ® 48" O.C. PER SHEET S2 F.F.E T.O.C. c F.F.E� F.F.E F.F.E 4 0 8" MIN. c 1C \��� p Illrririii a F ° ° a ° - - F.F.E. TO ' - - - a o T. .G. c--—- 4 ¢�� 11—III: Q m a •••CEN _ —_I I i-=1 11=1 I I= ti� ••. � v o - o MAX. I —_III ' 0 � v 2D" —_III ��.• • ••• 0 ; 12"= 8' q o ° 12" MIN. I I ` III i o E co ca MAX. ° I 1 O - c I ¢ ¢ T.O.G. TO < - o) a � ca o 12" MIN " c o. 9660 _ - - B.O.F. I I I I 11= ¢ ¢ F T.O.G. TO -I r I B.O.F II `d _I I= . STATE OF (2) #4 CONT. 25" MIN LAP O•• I I+ _ I I- W BEND AROUND CORNERS I-1 -� I II= #3 OR CHAIRS C� 48" I-1 = 1= #3 OR CHAIRS ®48" i 41••'• '�LORI��' •••••��� -T-117 lt ti I, (2) #4 CONT. 25" MIN LAP,ss • • • • • • • • �G ��� E 12 �f BEND AROUND CORNERS 12" � BE)ND4AROUND25" MIN CORNERS LAP, //��0rNA L t����� \1 -301 -tot TYPICAL EDGE G C2 TYPICAL MONOLITHIC FTG W/SLAB C3 TYPICAL MONOLITHIC FOOTING C. PAUL DICIACOMO 3/4" = 1' 3/4" =1. FL PE #59660 SIMPSON H8 ANCHOR -or-QUICK-TIE TIMBERLOCK 6" 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. TOE NAIL TRUSS TO TOP PLATE W/(3).13lx3" NAILS. (2) 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 C3 DATE: 1-30-2019 PREFAB WD. TRUSS DETAILS PER MANUF. GABLE BRACE PER DO NOT SPLICE WALL DETAIL. J ATTACH PER SHEET S1 v] 2x4 BRACE @ 24" O.C. PLATES AND BEAM AT W/(2).131x3" NAILS EACH END TO TRUSS BOT. CHORD (2) SYP #2 TOP PLATE. HEADER PER PLAN �wLo QQwV _J zQ Q V AND TO TOP PLATE. LAP 48" W/NAILS 6" O.C. MIN. 0 Q Q w (2) SIMPSON LSTA18 FL! STUDS AT 16" O.C. U.N.O. A2 3/4" = 1' PREFAB WD. TRUSS PER MANUF. QUICK -TIE 6" TIMBERLOK WOOD SCREWS AT 16" O.C. TRUSS TO TOP PLATE U.N.O. 2) SYP #2 TOP PLATE. LAP 48" W/NAILS 6" O.C. MIN. TUDS AT 16" O.C. W/7/16" APA RATED SHEATHING U.N.O. 2x4 BLOCKING AT ANGLE BRACE/ROOF INTERSECTION W/(3).13lx3" EACH END B2 AND W/SHEATHING NAILS AT 4' O.C. 3/4" = 1' 2x OUTRIGGERS ® 24" W/(3).131x3" EACH END BLOCK BETWEEN L7r APA RATED WALL SHEATHINGABLE TRUSS PER MANU PER SHEET S1 REDUCE EDGE CONT. W/2x2x1/8" PLAT NAILING TO 4" O.C.. RACE TO PER W/(4).131x3"– PLAN P.T. SILL PLATE W/ANCHOR PER SHEET S2. — WALL SHEATHING PER S F. FF E 2x4 BRACING ® 46" O.C. TO TOP CHORD PER PLAN 4" OF TRUSS APPROX. ANGLE 40'-60' FROM i HORIZONTAL 4' MIN. FROM GABLE END 4 (4).131x3" NAILS TO GABLE STUD. I� I. WALL SHEATHING PER SHEET SI..- 1M N' 1'-0" MIN. INSTALL SIMPSON LSTA18 FACE -OR- X QUICK -TIE TIMBERLOK SCREW �� PLATE/BEAM TO TRUSS ® 32" O.C. _ t 2x4 BRACE ® 48" O.C. EXTEND 10' FROM GABLE WALL -OR- BEAM BELOW -� END W/ (2).131x3"(2) NAILS TO TRUSS BOTTOM CHORD.BEND #4 CONT. 25" MIN LAP, AROUND CORNERS BRACE GABLE TRUSS VERTICALS_ #3 OR ROD CHAIRS PER TRUSS ENGINEERING DETAILS Cl 1 -0 IN 48" O.C. = 1' C2 3/4.. 3/4" = 1, SIMPSON H8 ANCHOR -or-QUICK-TIE TIMBERLOCK 6" 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. TOE NAIL TRUSS TO TOP PLATE W/(3).13lx3" NAILS. (2) 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 C3 HEATHING TO TOP i" O.C. T STRAP ALOHA ENGINEERING 770 WAKEMDNT DR. ORANGE PARK FLORIDA 32065 C E R T IF I CATE ❑ F A U T H ❑R I Z A T 1 ❑ N N O. 31 036 DATE: 1-30-2019 )OB NUMBER: 9168 DETAILS DO NOT SPLICE WALL ATTACH PER SHEET S1 v] W PLATES AND BEAM AT HEADER PER PLAN �wLo QQwV _J zQ Q V M 0 Q Q w (2) SIMPSON LSTA18 FL! (2) FULL-LENGTH STUD; TO ADJACENT STUD WITI NAILS STAGGER SPACED EACH PLY. (2) HEADER STUDS ATV ADJACENT WITH .131x3" SPACED 6" ON CENTER ANCHOR CONT. W/2x2x1/8" PLAT & GRADE 2 HEX NUT (I — WALL SHEATHING PER S OFFICE i 2x P.T. BASE PLATE HEATHING TO TOP i" O.C. T STRAP ALOHA ENGINEERING 770 WAKEMDNT DR. ORANGE PARK FLORIDA 32065 C E R T IF I CATE ❑ F A U T H ❑R I Z A T 1 ❑ N N O. 31 036 ATTACH I .131"xCENTER 6" ON C CH TO NAILS STAGGER SACH PLY. DATE: 1-30-2019 )OB NUMBER: 9168 DETAILS v] W �wLo QQwV _J zQ Q V M 0 Q Q w ATTACH I .131"xCENTER 6" ON C CH TO NAILS STAGGER SACH PLY. DATE: 1-30-2019 )OB NUMBER: 9168 DETAILS DRAWING SI IEET: \ WASHER N.0.) .2 -IEET S1