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159 Ocean Blvd Tree ApplicationDitch Width(W) +4' Min. Case X Surface Replacement 1 „ Crown Cold Mix �„ To �,� n Consistent W/Exist. Smooth Saw Cut 1 ?" Min. Surface Q L'tmerockQBase Q Q Q �? 0 Lirnerock Base Q Q Q Q � © gy p T � Q Q Q Q p -- \ /, �/ • �i Limerock Replacement Base LOR 75, 100% Max. Density----••� --- - 1.8' 6" Lirxlerock Mi -n. � /�-- 98% Comp. AASHTO T-180 AASHTO T-180 Ditch (W) Temporary Type I Repair Compacted Backfin 98% Max. Density AASHTO T--180 1 Crown 1299 Mim- 12" Min. Cold Mix -- - Varies s„ o Q - Permanent Repair Lfrnerock Base Q Q Q �? n WX �\ .•�\,o\, �`� /� ,X/ ,// r SCAL.E PLATE PLATE -NO. 98% Comp. PASHTO T-180 S CITY' �' \b., ..• • _ • -� . �- 1`' STANDARD D PA`e% I N � ...___-___ �. JAM50,NVILL. " � REPAIR � ETA I L.� � - DATE _�aAww nArr<:-D�w�1 Temporary Type I I _R e p a l ;`? �`� A� l�� h' � RLrlsE� DATE� Rcv�ATE ----- - - ----= -- ----------------------- �r ,r a�CEN TERLI N E O ASPHALT+16.0' r, EDGE OF ASPHALT Irr--f-�-- -_-� _ �____ ___._ __ �_____ __ 49.97' (VEASURED) BEACH AVENUE N s S 00°45'23 W (40.0' RIGHT of WAY) SET 1/2" REBAR,5 0. 0 O' (PLAI-) FOUND 1/2" IRON PIPESTAMPEDPSM 5502 NO IDENTIFICATION 0.5' X12 ! CHINESE I PLUM l_ 0 T 4 t l �J EDGE OF ASPHALT j BLOCK 31 1 • . • • • •3 �%` LOT 5 / 3 a - BLOCK 31 9J� j - �<�1 BL:O .3117 �s FINISH FLOOR 24" - E!. V A T I O N MAGNOLIA 14.69 SRIll, rk PAVERS 1 W Cr v; 0.3 Q wCy-„, i 8 Q W 12 LA O D PALM �• � �� _ _ n 8 O� 0� 8.7' i 14 00 (3) j r 00 N O N � ONE S I00 W W SOAVE SED ° �� � 005�� 14 o c\ILn0 N 00 Q N c\ CN (EX91T�NG H JSE I N !00 � TO B_ M 0 ✓E J) CO 00 z 1 ,141 14 2CA 14 • . z FINISH i PALM (I) FLOOR ELVATION i, 15.6' !I 0.3' 4 7.4' --- --- - A X3.0' COVERED 0 14 . T-T-19KC I I At, I I Ato I IM -1 At, I I At#j I 'to I At* ST --- -- - • (A�` 0 � • /� 2CCA / ` PALM - - ----- :t PAL�� ✓� \ 2 AsI�I 0 LY TREE TOPA REkk I 1�C - - ' PAWLLM _ J/'PA 12 CREPE 12 �J >dYRTLF CREPE--_ ----- - ---- -- -- _�� ------ S 00°00' 00„ E - MYRTi �- ---------- 2 : 0 FOUND 1/2" IRON PIPE `-� 160.00' (PLAT) NO IDENTIFICATION -I- - - - -------------- ------ ---- -- .51 050 --- 11.0 -- = FOUND 1/2" IRON PIPE N O IDENTIFICATION ���� 0 ` N 00°0000" E 50.00' (PLA -I-) 5 00000 00" E 4-9.961 (MEA(S-URED)TREE TO BE "REMOVED -_EDGE -OF ASPHALT --�_ OCEAN BOULEVARD (60.0' RIGHT OF WAY) EXISTING CENTERLINE OF -A 1 -_ -- TERLIW OF ASHPALT _ s - SITEPL.AN/ > SURVEY J Y8 „ _ v-4., -41, P T T (0 T T T GENERAL NOTES WIND CRITERIA: 130 MPH EXPOSURE: WIND CRITERIA: 130 MPH Illiffio - CM FLORIDA BUILDING CODE, 2010 EK CAN= 2 BUILDING - DRA THESE DRAWINGS PROVIDE THE INTENT AND GENERAL DESCRIPTION OF THE WORK. THE CONTRACTOR SHAD PROVIDE NECESSARY MATERIALS AND WORK FOR A COMPLETELY FINISHED PROJECT, CONSULT WITH THE OWNER IN THE EVENT OF DISCREPANCY OR UNCERTAINTY TO CLARIFY SCOPE OF WORK PRIOR TO BID. CO ARCHITECT DOES NOT ASSUME RESPONSIBILITY FOR OMISSIONS, UNWOROAN-LIKE PERFORMANCE OR DEVIATIONS FROM THE PLANS, SPECIFICATIONS AND DETAILS WHICH MAY OCCUR BY CONTRACTOR OR CONTRACTORS DURING THE COURSE OF CONSTRUCTION. DEVIATIONS FROM DRAWINGS ARE AT CONTRACTORS) RISK UNLESS APPROVED IN WRITING OR WITH SEALED SUPPLEMENTARY DRAWINGS OR SEALED CORRESPONDENCE FROM THE ARCHITECT. , - owws 'SDWAOff *L _ THESE DRAWINGS ARE TO BE CONSIDERED A "CONTRACTOR'S PERMIT DOCUMENT' AND ARE NOT INTENDED TO COVER ALL AREAS OF CONTRACTUAL AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR. SPECIFIC MATERIAL, FINISHES, FIXTURES, ALLOWANCES, ETC. NOT COVERED BY THESE PLANS SHOULD BE INCLUDED IN TWE WRrMN AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR. M Ha CONSTRUCTION OBSERVATION AND. FROJECT ADMINISTRATION ARE NOT PARI' OF ARCHITECT'S SCOPE OF WORK. ANY SITE VISITS BY ARCHITECT HAVE NO 10LICAHON OF ARCHITECT PERFQRMING CONSTRUC110N OBSERVATION, UNLESS A WR[fTEN AGREEMENT EXISTS FOR THIS PURPOSE,. CENTERLINE OF ASHPALT z TYPE OF CONSTRUCTION & FIRE PROTECTION REGID TYPE A (UNPROTECTED, UNSPRINKLERED) GARAGE AND RESIDENCE FIRE SEPARATION REQUIRED: AT WALLS: 1 -HOUR RATING; USE TYPE "X" GYP. BD. AT DOORS: USE 20 MIN RATED DOOR, MIN. (SOLID CORE 1-ya" THICK COMPLIES) AT CEILING (IF HABITABLE SPACE IS ABOVE): 1 HR RATING, USE TYPE "X" GYP. BD. II DERNEATH `"(AIRS USED FOR STORAGE: 1 LAYER Y2"GYP BOARD REQUIRED _ KI --dibUllill- R A -(A COV'D PORCH COV'D PORCH X185 SF (40,0' T OF *AY) ' ARA RCUS VIRGINIANA FULL RIGHT OF WAY - --- AK) RESTORATION x 'ER MIN. INCLUDING SOD IS REQUIRED ' .00. BY OWNER FENCE 4'HI 3'-6" .100' (PLAT) 41.2--1 1 1%V1,1 LV,1 VI✓L V, ��� .a.�. ®o (1) QUERCUS VIRGINIANA TYPICALSADAL PALME170 0 (LIVE OAK, IrEI��IIOU� AI�EA -)y0/0 �.�• (CAB 'ALM W CABBAGE PAi 4� (/cAIIPERN1N. 12"rALI'ER MIS. <40 SIDEWALK � �. LOT COVERAGE: 49.3 -(1) QUERCUS VIRGINIANA (LIVE OAK) 6"CALIPER MIN. AVERAGE OF 100 POINTS = 14.1'. AVERAGE ELEVATION -(NOTE. (1) EXISTING TREE TO RE PRESERVED) WASHINTON PALMI ON PROPERTY LINE ALL FENCING WILL RE LOCATED ON 1. LOT COVERAGE DIAGRAM PROPERTY AND HAVE A HEIGHT OF 4' EXCEPT TREE GRADE �Y NEW S FOR THE GATE NEXT TO THE GARAGE WHICH WILL RE �TALL ELEVATION 3Y RETAINING WALL HEIGHTS CALCULATION B 4• FENCE HEIGHTS Y 1'-0" C-1 Y8 1' O„ 16.0' FENCE THI- 15.0' FENCE 4'HI 0- 00 N w- Lo "'t -� '4 rn 00 �z TOW 15'-0" FENCE 4'HI - NOTE: NO CUTS TO ROAD FOR UTILITIES ARE ANTICIPATED SEE ROAD REPAIR DETAIL ABOVE OCEAN BOULEVARD CENTERLINE OF ASPHALT (60.0' RIGH19F WAY) �jO ri ANEW SITE PLS C -1 y FENCE 4'HI A/C UNIT NEXT TO I i ( A I John H. Dodd ARCHITECT, INC. FL:AR0016867 GA:10456 2775 RACHEAL AVENUE FERNANDINA BEACH, FL 32034 TEL (904) 5834044 Email: JOHN DOD BELLSOUTH.NET 6.0 DT -SIGN PRESSURE - OPENINGS Meffm INTERIOR EDGE STRIP AREA (,F) ZONE "a" a 3' 9-4-14 ALL 3RD PERM REV604S NOTE: ALL SHEETS MODIFIED, EG. - 5 27.3 32.2 26.3 3.7 Q 26.2 0 27.2 33.3 20 - 25.8 30.7 26.6 32.6 50 25.5 26.7 25.9 31.8 i0o2 . 26.4 2 . 29.7 200 22.9 2 7 22,9 27,7 9 1. DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL AND INTERNAL PRESSURES) APPLIED NORMAL TO MALL SURFACES. 2. LINEAR INTERPOLATION BETW, VALUES OF TRIBUTARY AREA IS PERMISSIBLE, 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD AND AWAY FROM THE EXTERIOR WALL SURFACE, RESPECTIVELY. 4. ALL COMPONENT AND CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN THE TABLE. 5. COMPONENT AND CLADDING ELEMENTS WITHIN A DISTANCE OF "e FROM OUTSIDE CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP H PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. IF UNCERTAINTY EXISTS, CONSULT WITH ARCHITECT FOR DIRECTION IN WRITING, EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTS BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED WIT AN APPROVED LABEL INDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR MIAMI -DARE NOTICE OF ACCEPTANCE TO INDICATE COMPLIANCE 4Vfl THE REQUIREMENTS OF ONE OF THE FOLLOWING SPECIFICATION: N AM / AIA 1014 2-97 t l �J EDGE OF ASPHALT j BLOCK 31 1 • . • • • •3 �%` LOT 5 / 3 a - BLOCK 31 9J� j - �<�1 BL:O .3117 �s FINISH FLOOR 24" - E!. V A T I O N MAGNOLIA 14.69 SRIll, rk PAVERS 1 W Cr v; 0.3 Q wCy-„, i 8 Q W 12 LA O D PALM �• � �� _ _ n 8 O� 0� 8.7' i 14 00 (3) j r 00 N O N � ONE S I00 W W SOAVE SED ° �� � 005�� 14 o c\ILn0 N 00 Q N c\ CN (EX91T�NG H JSE I N !00 � TO B_ M 0 ✓E J) CO 00 z 1 ,141 14 2CA 14 • . z FINISH i PALM (I) FLOOR ELVATION i, 15.6' !I 0.3' 4 7.4' --- --- - A X3.0' COVERED 0 14 . T-T-19KC I I At, I I Ato I IM -1 At, I I At#j I 'to I At* ST --- -- - • (A�` 0 � • /� 2CCA / ` PALM - - ----- :t PAL�� ✓� \ 2 AsI�I 0 LY TREE TOPA REkk I 1�C - - ' PAWLLM _ J/'PA 12 CREPE 12 �J >dYRTLF CREPE--_ ----- - ---- -- -- _�� ------ S 00°00' 00„ E - MYRTi �- ---------- 2 : 0 FOUND 1/2" IRON PIPE `-� 160.00' (PLAT) NO IDENTIFICATION -I- - - - -------------- ------ ---- -- .51 050 --- 11.0 -- = FOUND 1/2" IRON PIPE N O IDENTIFICATION ���� 0 ` N 00°0000" E 50.00' (PLA -I-) 5 00000 00" E 4-9.961 (MEA(S-URED)TREE TO BE "REMOVED -_EDGE -OF ASPHALT --�_ OCEAN BOULEVARD (60.0' RIGHT OF WAY) EXISTING CENTERLINE OF -A 1 -_ -- TERLIW OF ASHPALT _ s - SITEPL.AN/ > SURVEY J Y8 „ _ v-4., -41, P T T (0 T T T GENERAL NOTES WIND CRITERIA: 130 MPH EXPOSURE: WIND CRITERIA: 130 MPH Illiffio - CM FLORIDA BUILDING CODE, 2010 EK CAN= 2 BUILDING - DRA THESE DRAWINGS PROVIDE THE INTENT AND GENERAL DESCRIPTION OF THE WORK. THE CONTRACTOR SHAD PROVIDE NECESSARY MATERIALS AND WORK FOR A COMPLETELY FINISHED PROJECT, CONSULT WITH THE OWNER IN THE EVENT OF DISCREPANCY OR UNCERTAINTY TO CLARIFY SCOPE OF WORK PRIOR TO BID. CO ARCHITECT DOES NOT ASSUME RESPONSIBILITY FOR OMISSIONS, UNWOROAN-LIKE PERFORMANCE OR DEVIATIONS FROM THE PLANS, SPECIFICATIONS AND DETAILS WHICH MAY OCCUR BY CONTRACTOR OR CONTRACTORS DURING THE COURSE OF CONSTRUCTION. DEVIATIONS FROM DRAWINGS ARE AT CONTRACTORS) RISK UNLESS APPROVED IN WRITING OR WITH SEALED SUPPLEMENTARY DRAWINGS OR SEALED CORRESPONDENCE FROM THE ARCHITECT. , - owws 'SDWAOff *L _ THESE DRAWINGS ARE TO BE CONSIDERED A "CONTRACTOR'S PERMIT DOCUMENT' AND ARE NOT INTENDED TO COVER ALL AREAS OF CONTRACTUAL AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR. SPECIFIC MATERIAL, FINISHES, FIXTURES, ALLOWANCES, ETC. NOT COVERED BY THESE PLANS SHOULD BE INCLUDED IN TWE WRrMN AGREEMENT BETWEEN THE OWNER AND THE CONTRACTOR. M Ha CONSTRUCTION OBSERVATION AND. FROJECT ADMINISTRATION ARE NOT PARI' OF ARCHITECT'S SCOPE OF WORK. ANY SITE VISITS BY ARCHITECT HAVE NO 10LICAHON OF ARCHITECT PERFQRMING CONSTRUC110N OBSERVATION, UNLESS A WR[fTEN AGREEMENT EXISTS FOR THIS PURPOSE,. CENTERLINE OF ASHPALT z TYPE OF CONSTRUCTION & FIRE PROTECTION REGID TYPE A (UNPROTECTED, UNSPRINKLERED) GARAGE AND RESIDENCE FIRE SEPARATION REQUIRED: AT WALLS: 1 -HOUR RATING; USE TYPE "X" GYP. BD. AT DOORS: USE 20 MIN RATED DOOR, MIN. (SOLID CORE 1-ya" THICK COMPLIES) AT CEILING (IF HABITABLE SPACE IS ABOVE): 1 HR RATING, USE TYPE "X" GYP. BD. II DERNEATH `"(AIRS USED FOR STORAGE: 1 LAYER Y2"GYP BOARD REQUIRED _ KI --dibUllill- R A -(A COV'D PORCH COV'D PORCH X185 SF (40,0' T OF *AY) ' ARA RCUS VIRGINIANA FULL RIGHT OF WAY - --- AK) RESTORATION x 'ER MIN. INCLUDING SOD IS REQUIRED ' .00. BY OWNER FENCE 4'HI 3'-6" .100' (PLAT) 41.2--1 1 1%V1,1 LV,1 VI✓L V, ��� .a.�. ®o (1) QUERCUS VIRGINIANA TYPICALSADAL PALME170 0 (LIVE OAK, IrEI��IIOU� AI�EA -)y0/0 �.�• (CAB 'ALM W CABBAGE PAi 4� (/cAIIPERN1N. 12"rALI'ER MIS. <40 SIDEWALK � �. LOT COVERAGE: 49.3 -(1) QUERCUS VIRGINIANA (LIVE OAK) 6"CALIPER MIN. AVERAGE OF 100 POINTS = 14.1'. AVERAGE ELEVATION -(NOTE. (1) EXISTING TREE TO RE PRESERVED) WASHINTON PALMI ON PROPERTY LINE ALL FENCING WILL RE LOCATED ON 1. LOT COVERAGE DIAGRAM PROPERTY AND HAVE A HEIGHT OF 4' EXCEPT TREE GRADE �Y NEW S FOR THE GATE NEXT TO THE GARAGE WHICH WILL RE �TALL ELEVATION 3Y RETAINING WALL HEIGHTS CALCULATION B 4• FENCE HEIGHTS Y 1'-0" C-1 Y8 1' O„ 16.0' FENCE THI- 15.0' FENCE 4'HI 0- 00 N w- Lo "'t -� '4 rn 00 �z TOW 15'-0" FENCE 4'HI - NOTE: NO CUTS TO ROAD FOR UTILITIES ARE ANTICIPATED SEE ROAD REPAIR DETAIL ABOVE OCEAN BOULEVARD CENTERLINE OF ASPHALT (60.0' RIGH19F WAY) �jO ri ANEW SITE PLS C -1 y FENCE 4'HI A/C UNIT NEXT TO I i ( A I John H. Dodd ARCHITECT, INC. FL:AR0016867 GA:10456 2775 RACHEAL AVENUE FERNANDINA BEACH, FL 32034 TEL (904) 5834044 Email: JOHN DOD BELLSOUTH.NET 6.0 UNFINISHED CARPORT 9�ollre nl SITE F1 AN Dole I� .d ReyWws: 9-4-14 ALL 3RD PERM REV604S NOTE: ALL SHEETS MODIFIED, CHANGES ARE NOT BUBBLED . a-28-14 ALL 2nd PIRW REM045 1 CHANGES ARE NOT BUBBLED e-15-14 ALL PERWO "S A-2.2 EI.EVATFONS GARAGE 6 A-3.1 PERSPECTIVES HOUSE 7 A-3.2 POrRECTIVES GARAGE. + ROOF PLANS 8 S -O.0 STRUCTURAL SHEET 9 S-1 FOUNDATION PSN f S-2 FR4110 PLANS 91 E-1 Revisions after Signed Release 5S��1� 9�ollre nl SITE F1 AN Dole I� .d ReyWws: 9-4-14 ALL 3RD PERM REV604S NOTE: ALL SHEETS MODIFIED, CHANGES ARE NOT BUBBLED . a-28-14 ALL 2nd PIRW REM045 NOTE: ALL SHEETS VODIFIED, CHANGES ARE NOT BUBBLED e-15-14 ALL PERWO "S AM M/ 'ie -\-Lj NIT NEXT TO �,j:_*-121 UNFINISHED Ii vJI CARPORT 170 558 AREA IMPERVIOUS ZEA: 1100 s.f = 32% FULL RIGHT OF WAY RESTORATION -INCLUDING SOD IS -REQUIRED � 1 C-1 SITE F1 AN 2 A-1.1 'Ist FLOOR PLANS 3 A--11 2nd FLOOR PLANS 4 A-2.1 ELEVATIONS HOUSE 5 A-2.2 EI.EVATFONS GARAGE 6 A-3.1 PERSPECTIVES HOUSE 7 A-3.2 POrRECTIVES GARAGE. + ROOF PLANS 8 S -O.0 STRUCTURAL SHEET 9 S-1 FOUNDATION PSN 10 S-2 FR4110 PLANS 91 E-1 EtJiGTRICAL i-�