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1711 BEACH AVE RES18-0416 DWGS05NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. SITE LOCATION MAP uirwrr�u GENERAL PROJECT NOTES: THE ATTACHED DRAWINGS DESCRIBE THE PROPOSED CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE AT 1711 BEACH AVENUE IN ATLANTIC BEACH, FLORIDA. THE NEW STRUCTURE WILL BE SITED SEAWARD OF THE COASTAL CONSTRUCTION CONTROL LINE. THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, RESIDENTIAL- 6TH EDITION (FBC), THE 2014 EDITION OF THE NATIONAL ELECTRIC CODE, THE 6TH EDITION OF THE NFPA 101 LIFE SAFETY CODE, THE 6TH EDITION OF FLORIDA FIRE PREVENTION CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CIT( OF ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN OR NOT, MUST BE OBSERVED THROUGHOUT THE CONSTRUCTION PROCESS. D.E.P. CERTIFICATION: THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH STANDARDS ESTABLISHED IN SECTION 628-33.008 OF THE FLORIDA ADMINISTRATIVE CODE. D.E.P. ALL SHORE PARALLEL HORIZONTAL STRUCTURAL ELEMENTS REST AT ELEVATIONS AT OR ABOVE THE CALCULATED CREST OF THE WAVE DURING A 100 YEAR STORM EVENT DETERMINED TO BE 16.3' NAVD'88, LISTED AS 17.4' NGVD'29 PER FLDEP DUVAL MONUMENTS R-045 AND R-046. ZONING INFORMATION: THE BUILDING DESCRIBED HEREIN IS A SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED AT 1711 BEACH AVENUE ON LOT 18, NORTH ATLANTIC BEACH -UNIT NO.1-R-C-B-S CORPORATION, AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. THE PROPERTY IS ZONED "RS -2". TWO STRUCTURES CURRENTLY EXIST ON THE PROPERTY, A MAIN HOUSE AND DETACHED GARAGE, BOTH TO BE REMOVED AND REPLACED BY A SINGLE STRUCTURE. THE PROPOSED STRUCTURE IS TO BE BOUND BY THE GENERAL PERMIT LINE TO THE EAST, 20' SETBACK AT THE WEST, 6' SETBACK AT THE NORTH AND 9'4" SETBACK AT THE SOUTH. EXISTING AVERAGE GRADE FOR THE PROPERTY IS RECORDED AS 19.2' NAVD 1988 ON THE ATTACHED SURVEY ON SHEET 1.1. BUILDING HEIGHT WILL FALL BENEATH THE 35' LIMIT AS MEASURED FROM AVERAGE GRADE EQUALING 54.2' NAVD 1988 AS MEASURED ON SURVEY ATTACHED ON SHEET 1.1. THE EXISTING SITE IS COVERED BY BUILDINGS, DRIVEWAYS AND WALKS, WALLS AND PADS THAT AMOUNT TO A TOTAL IMPERVIOUS AREA OF 3,738 SF OR 39.12% OF THE TOTAL 9,555 SF SITE. THE PROPOSED NEW COVERAGE WILL INCREASE THE IMPERVIOUS AREA TO 4,749 SF OR 49.70% OF THE PROPERTY. SEE SHEET 1.5 FOR DETAIL. NEW ONSITE STORMWATER RETENTION 'WILL BE PROVIDED AS REQUIRED BY GRADED SWALES. EXISTING DRAINAGE PATTERNS WILL BE OTHERWISE MAINTAINED. SEE SHEET 1.6 FOR DRAINAGE CALCULATIONS. BUILDING INFORMATION: THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP R-3. THE PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V -B WITHIN THREE STORIES THE BUILDING STRUCTURE WILL GENERALLY CONSIST OF PRE -MANUFACTURED WOOD ROOF TRUSSES OVER WOOD FRAMED WALLS AT THE THIRD AND SECOND FLOORS OVER PREFABRICATED WOOD FLOOR TRUSSES OVER 8" CONCRETE MASONRY WALLS AT THE FIRST FLOOR OVER A CONCRETE SLAB SUPPORTED BY CONCRETE GRADE BEAMS AND AUGER CAST PILINGS. SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL DETAIL. THE HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITH OPENING PROTECTION PROVIDED BY IMPACT RATED EXTERIOR DOORS AND WINDOWS. THE SITE IS CONSIDERED TO OCCUPY ZONE X PER THE NEWLY ADOPTED FLOOD INSURANCE RATE MAP ATTACHED ON SHEET 1.6. MAIN HOUSE BUILDING AREA TABULATIONS: MAIN HOUSE BUILDING BUI VOLUME TABULATIONS: PROPOSED ENCLOSED CONDITIONED AREA: PROPOSED CONDITIONED VOLUME FOR BLOWER DOOR TEST: FIRST FLOOR = 2203 GSF FIRST FLOOR NET AREA=2047 NSF X12.33' VERTICAL= 25,240 SECOND FLOOR = 2830 GSF INCLUDING FLOOR CAVITY ABOVE THIRD FLOOR = 601 GSF SECOND FLOOR NET AREA=2693 NSF X9.5' VERTICAL= 25,584 CUFT TOTAL = 5634 GSF THIRD FLOOR NET AREA= 600 NSF X9.5' VERTICAL= 5,700 CUFT PROPOSED COVERED PORCH AREA: ATTIC NET SEMI -CONDITIONED VOLUME= 12,000 CUFT FIRST FLOOR= 446 GSF TOTAL FLOOR AREA CONDITIONED VOLUME= 56,524 CUFT SECOND FLOOR= 384 GSF TOTAL CONDITIONED VOLUME INCLUDING ATTICS= 68,524 CUFT THIRD FLOOR= 46 GSF TOTAL= 876 GSF PROPOSED ENCLOSED UNCONDITIONED AREA: FIRST FLOOR= 724 GSF DRAWING INDEX: ARCHITECTURAL DRAWINGS: SHEET C= COVER SHEET 1.0= SURVEY SHEET 1.1= AVERAGE GRADE SURVEY SHEET 1.2= FDEP SITE SECTION AND :OVERALL PLAN SHEET 1.3= FDEP SITE PLAN SHEET 1.4= SITE PLANS SHEET 1.5= IMPERVIOUS AREA SITE PLANS SHEET 1.6= DRAINAGE CALCULATIONS AND DETAILS SHEET 2.0= FIRST FLOOR PLAN SHEET 2.1= FIRST FLOOR DIMENSION PLAN SHEET 2.2= CONCEPTUAL FOUNDATION PLAN SHEET 2.3= DETACHED TRELLIS DETAIL AT TERRACE SHEET 3.0= SECOND FLOOR PLAN SHEET 3.1= SECOND FLOOR DIMENSION PLAN SHEET 4.0= THIRD FLOOR PLAN SHEET 4.1= THIRD FLOOR DIMENSION PLAN SHEET 4.2= ROOF PLAN SHEET 5.0= BUILDING ELEVATIONS EAST, WEST, SOUTH SHEET 5.1= BUILDING ELEVATIONS NORTH -BS 1 SHEET 5.2= BUILDING SECTIONS 2,3 SHEET 5.3= BUILDING SECTIONS 4,5 SHEET 5.4= BUILDING SECTIONS 6-8 SHEET 5.5= BUILDING SECTIONS 9-14 SHEET 5.6= BUILDING SECTIONS 15-20 SHEET 5.7= BUILDING SECTIONS 21,22 SHEET 5.8= BUILDING SECTIONS 23,24 SHEET 5.9= MATERIAL NOTES SHEET 6.0= WALL SECTIONS A,B,C SHEET 6.1= WALL SECTIONS D,D.1 SHEET 6.2= WALL SECTIONS E,F SHEET 6.3= WALL SECTIONS G,H SHEET 6.4= WALL SECTIONS I,J SHEET 6.5= WALL SECTIONS K,L SHEET 6.6= WALL SECTIONS M SHEET 6.7= WALL SECTIONS N,0,0.1,P.1 SHEET 6.8= WALL SECTIONS P SHEET 6.9= WALL SECTIONS Q,R,S SHEET 6.10= WALL SECTION T SHEET 6.11= WALL SECTIONS T.1,U SHEET 6.12= WALL SECTION V SHEET 7.0= DETAILS BALCONY WATERPROOFING SHEET 7.1= DETAILS ENVELOPE SHEET 7.2= DETAILS EQUIPMENT SHEET 7.3= DETAILS FIREPLACE SHEET 8.0= EXTERIOR PERSPECTIVE VIEWS SHEET 8.1= INTERIOR PERSPECTIVE VIEWS SHEET 8.2= INTERIOR PERSPECTIVE VIEWS SHEET 8.3= INTERIOR PERSPECTIVE VIEWS SHEET 9.0= DOOR SCHEDULES SHEET 9.1= WINDOW SCHEDULES SHEET 10.0= SITE LIGHTING WITH FIXTURE TYPES SHEET 10.1= FIRST FLOOR ELECTRICAL PLAN SHEET 10.2= SECOND FLOOR ELECTRICAL PLAN SHEET 10.3= THIRD FLOOR ELECTRICAL PLAN LANDSCAPE DRAWINGS: SHEET L1= PLANTING PLAN STRUCTURAL DRAWINGS: SHEET S-1= PILE FOUNDATION LAYOUT PLAN SHEET S-2= FOUNDATION SLAB LAYOUT PLAN SHEET S-3= FOUNDATION SCHEDULES AND NOTES SHEET S-4= FOUNDATION SECTIONS AND DETAILS SHEET S-5= FOUNDATION SECTIONS AND DETAILS SHEET S-6= GARAGE FOUNDATION SECTIONS AND DETAILS SHEET S-7= SITE SCREEN WALLS SHEET S-8= FIRST LEVEL WALL REINFORCEMENT PLAN SHEET S-9= SECOND LEVEL WALL FRAMING PLAN SHEET S-10= THIRD LEVEL WALL FRAMING PLAN SHEET S-11= 8" CMU MASONRY SECTIONS AND DETAILS SHEET S-12= SECOND LEVEL FLOOR FRAMING PLAN SHEET S-13=ROOF FRAMING PLAN SHEET S-14=WALL SECTIONS AND DETAILS SHEET S-15=WALL SECTIONS AND DETAILS SHEET S-16=WALL SECTIONS AND DETAILS SHEET S-17=WALL SECTIONS AND DETAILS SHEET S-18=WALL SECTIONS AND DETAILS SHEET S-19=SECOND LEVEL STEEL MOMENT FRAME SHEET S-20=BRACKET ROOF SECTION AND DETAILS SHEET S-21 =MISCELLANEOUS ROOF DETAILS SHEET S-22=THREADED ROD SYSTEM DETAILS, SCHEDULES AND NOTES SHEET S-23=NOTES, SCHEDULES AND DETAILS O U LiJ _V L_ LL O 0 w N U Z a =zo woo Q m �- z ui U�0 Q wpdo 0 U L< ,� a co Oa~z LL LL o W Lu 5,: W m W_wz a Uujw w Lu Lu r¢ �+ M N d 00 N ��5g'�tt GA � W�QQ�wN COVER Z 0 1 Off > LOT 17 00 rn z Z Z 0 CTi M W z • •i � M 0 i1 Il m ; > 'lel x] ,,, M m M . 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CUT FROM AUGERCAST PILES=ASSUMED 1201 CUYDS I I I I -------- I I , II II II II II II ,I II II II II I I I II II i1 II II II II II II II II II II II II II II II II II II II 1 1 I II II ,I II II II II II II II II I I I II II II II II II II II II II II I 1 I II II II II II II II II II II II II II 11 II II II 11 II II II II 1 1 I II II II II II II II II II II II II II II II II II II II II II II -20.0' - - - - - - - 1 I I I I I I I I I I I I 11 I I I NAVD I 1 I +-----1--------------U-----U ----- -- -�-----�--- ----Lj------- ------------�-------�---------- I 1 I I 1 NOTES: 1 1 1 1. THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH STANDARDS ESTABLISHED IN 1 I 1I SECTION 62B-33 OF THE FLORIDA ADMINISTRATIVE CODE. I I 2. ALL ELEVATIONS REFER TO DATUM NAVD 1988 1 I 1 I EXCAVATION/CUT QUANTITIES SEAWARD OF CCCL FILL QUANTITIES REQUIRED SEAWARD OF CCCL EXCAVATION/CUT FROM AUGERCAST PILES= 120 CYDS FILL UNDER HOUSE PAD = 117 CYDS EXCAVATION/CUT FROM NEW GARAGE= 153 CYDS I I I I I I 11 I I 1 FILL FOR SITE EAST SITEWORK = 192 CYDS TOTAL EXCAVATION/CUT PROPOSED= 273 CYDS TOTAL FILL REQUIRED= 309 CYDS a) NET IMPORTED FILL REQUIRED SEAWARD OF CCCL= 36 CYDS EXCAVATION NOTES: U.'D - - _ I I -------------- . ------------------- I I I I I NAVD I I I I I I I 11 I I 1 r'W ` 7�� I I I I I I a) --F-----�------------------------- I --------------------- -20.0' U.'D I F41 1 NAVD 1 1 I I I O �w I 1 I l !�1 1 I II LT- � i ALL SAND MATERIAL EXCAVATED FROM EXISTING SITE SHALL BE I I I 1 I RELOCATED AND UTILIZED AS CLEAN COMPACTED FILL SEAWARD I I I I�..j I I I F.L� OF THE CCCL PROVIDING THE SAND QUALITY MEETS DEP I I I I m � l REQUIREMENTS. I I I I 1 I 1 u 1 i i 1 'w w SITE SECTION X V P� O<� p4 W N r-11 _ � H � � 128.4' FROM CCCL TO EASTERNMOST `EDGE OF NEW ST ''� - . - - ONE TERRACE 9 125.7' FROM CCCL TO Em, ASTERNMOST EDGE OF OPEN W -7 11 1 �4 7.6' FROM CCCL TO EASTERNMOST EDGE - - _ _ WOOD TRELLIS -- i I -- 0 - - - u _ _ OF FRAMING AT EAST SIDE BRACKET SUPPORTED:::. ROOF 113_6' FROM CCCL TO EASTERNMOST_ EDGE OF NEW 1,13.2' FROM CCCL TO EASTER - - - PORCH POST _7 1 , I NM-- EDGE OF NEW HOUSE _ENCLOSURE WALL G PLIIII,III 35.9' FROM CCCL TO EASTERNMOST EDGE OF UTILITY PAD ' Ii -- - 12.0' FROM. CCCL TO EASTER MOST EDGE OF -''11 � DRIVEWAY II I II 1 7 1, I I i , II I I I L I I I 1 _ -�-- ,,--------- -- - - =------------ - - y, II -- -- ---- ----- --- - I II - ------ �- ,,,, . _ LJ n ,, ,.,I 11 11 11 I , N I' T.. __ q " fl 1 J 11 _ -L -- I - - -_ ... -- I - a I 11 11 1 1 1 1 i ... ....-- < - I I I..._.11 IT I I y I I ..___ . I I I I , , I _ _ iI I I I , W; ' E - r - -y- -GAJ I 12,_0„ k 3 a- - r - L. i r _ 1 - - ._ : : _-_ __ L I I „I „ I S I �� I +20'-0" +19'-0" I +16 -0 +17 -0 +16 -0 +15 -0 +14'-0" +13 -0" X L_ .... _'.._ .I_ II I I 11 � TT�� 1 - -__. -__-I .._ I - I - , 0: II ��-.�,I' --- I 1.2 rI I I �- , i I I , I I I I I I I I I I I ' I I I I I I I I 8 1 6 32 / I I I I I I I I I III I I I I _ 1 I Ll-.IJ_1 I - - - --- -- - I 11 „ 11 1-1 I 11 �� 11 I I, - _ DEP SITE I SECTION AND 1 , 1 � 1 I 1 OVERALL SITE I I , I I I I PLAN 76.0' FROM CCC TO EASTERNMOST EDGE OF FRAMING 1 I I NOTES: - - - - _ _ _ _ AT SOUTH SIDE BRACKET � UPPORTED ROOF " - - --�_ I I 1. THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH STANDARDS 97.9' FROM CCCL TO EASTERNMOST `EDGE OF FIREPLACE I ESTABLISHED IN SECTION 6213-33 OF THE FLORIDA ADMIN E PATIO 1 I I ADMINISTRATIVE _ 1_02.8' FROM CCCL TO EASTERNMOST EDGE. OF 6' C CODE. - - MU FENCE WALL I I 2. ALL ELEVATIONS REFER TO DATUM NAVD 1988 1,92 114.0' FROM C� I CCL TO EASTERNMOST END OF 6'- --mmi �-- I ----------------- HIGH WOOD FENCE ' I - _ _ 183.9' FROM CCCL TO EASTERNMOST END OF 3' HIGH ALU I - ----►I - 10-11-18 _ _ MINUM PICKET FENCE OVER MAX 2' HIGH WOOD RET U _ ' W 2' - HIGH RETAINING WALL U - T- -- -- -- �i L- L'- t Z 'Z -d . / 0 A,ME>-V�� ! 1F EEafI Af�CF�ITECT = OVERALL SITE PLAN OVER SURVEY -, aR 030 CT