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Beach Ave 1601 �FEL71 j HH� 1 e e wa . esi ence RESIDENTIAL CONSTRUCTION SUBMITTAL RECQU I REM ENTS MR ATLANTIC BEACM , FLORIDA INDEX OF DRAWINGS ` SHEET# DESCRIPTION COVER COVER A-O SITE PLAN dog 7 7v A- 1 . 1 FIRST FLOOR PLAN A- 1 .2 SECOND FLOOR PLAN A- 1 .3 ROOF PLAN A-2. 1 EXTERIOR ELEVATIONS A-2.2 EXTERIOR ELEVATIONS A-3. 1 BUILDING SECTIONS M g A-3.2 BUILDING SECTIONS y -Inc � A-3.3 BUILDING SECTIONS A-4. 1 WALL SECTIONS H�d303n�o�ddd A-4.2 WALL SECTIONS -4. BALL 5ECTION5 3711 >, A-5.0 DOOR`S WINDOW SCHEDULES rA-5. 1 EXTERIOR DETAILS A-5.2 WINDQW 4 DOOR FLASHING DETAILS A-G. I 15t. FL. REFLECTED CLG. PLAN , r A-G.2 2nd. FL. REFLECTED CLG. PLAN A- O SCHEDULE OF'�INTERIOR FINISHES µ A-7. 1 a 1 st. FL. INTERIOR ELEVATIONS AL7. I b 15t. FL. INTERIOR ELEVATIONS A-7. I c 15t. FL. INTERIOR ELEVATIONS A- .2a 2nd. FL. INTERIOR ELEVATIONS r - A-7.2b 2nd. L. INTERIOR ELEVATIONS A-7.2c 2nd. FL. INTERIOR ELEVATIONS AG- I GARAGE PLANS AG-2 GARAGE ELEVATIONS v -- AG-3 GARAGE BUILDING SECT ICONS Safi . I FOUNDATION PLAN 5- 1 .2 2nd. FL. FRAMING PLAN 5- 1 .3 ROOF FRAMING PLAN 5-2. 1 FOUNDATION 5ECTIOS * DETAILS 5-2.2 ROOF * 2nd. FL. SECTIONS * DETAIL5 5-2.3 ROOF, FLOOR * FOUNDATION SECTIONS DETAILS 5G- I GARAGE/GUE5T HOUSE PLANS 5G-2 GARAGE/GUE5T HOUSE SECTIONS *- DETAILS M- I . I 15t. FL. MECHANICAL PLAN M- 1 .2 MECHANICAL 5CHEDULE/DETIAL5 a M- 1 .3 GARAGE/GUE5T HOUSE MECH. PLAN I M-2. 1 MECHANICAL 5CHEDULE/DETAIL5 E- 1 . 1 15t. FL. ELECTRICAU POWER PLAN II E- 1 .2 2nd. FL. ELECTRICAL/ POWER PLAN E- 1 .3 ELECTRICAL DETAILS l RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. O r� Jacksonville, FI. 32204 904 - 387 -671 0 00 Lic. #. AR 0013338 O 5- 2 — STORY - 2 — STORY MASONRY o ��'d RESIDENCE No . 1605 0 0 CONCRETE CONCRETE N � POOL �± EXTENTS OF ADJACENT M CONCRE E CONSTRUCTION A R C H I T E C T 1 st. FLOOR Consultants 32'-3" 40--0" 56-5 1/2° ENTRANCE 104'-4" Structural Enginers Group SPA McVeigh & Mangum Engineering, Inc. Haddad Engineering, Inc. ° CONCRETE E TENTS F — Jacksonville Engineering & .pTesting Company c' <91 4 7 9 TO C C C i� CON CRETE WALL CONCRETE A JACEN T RRACE Seal do LOW TERRACE 18 PALM - o PROPERTY LINE TO CIVWALL _ CMU STEM WALL t HP-3 HP-2 HP-I 77=77 PARKING BELOW ' W 012'-0" 013'-0" i � 4.T STREET AT PARKING NEW G RAGE/GUEST � LEVEL X25'-4" N 4 Pe' J 5 I 4b+27'-6" NGVD = +0'-0" FIN.1 st FLOOR W4E I CONCRETE ® UFFA 0 DRIVE o 17" W 2 STORY RESIDENCE AY Ga 7" BAY 4 i 26 .6" 027'-0" • 027'-6" -� PETWAY - o9 BEACH HOUSE i t i L \� V 20 PALM LL ML 1601 Beach Avenue Atlantic Beach, Florida 32233 WOOD WALK _ °N __ __ __ - EXISTING HOUSE_ I N PROPERTY LINE TO CO CMU STEM WALL �� / NEW 6 RESIDENCE i a,, I ISSUE no. date description "' I 9/27/02 DEP APPROVAL TR COASTAL CONSTRUCTION CONTROL LINE16th S E E,,,T AS RECORD N " 2 2/10/03 PRICING ED I MAP BOOK C PAGES 72 THROUGH 72H OF THE CURRENT 3 3/14/03 ADDENDA#I PUBLIC RECORDS OF DUVAL COUNTY. i 2 STORY FRAME RESIDENCE No. 1595 REVISIONS no. date description i 1 3/14/03 ADDENDA#I i i i SITE PLAN o SCALE: 1/8"=1'-0" Z i i I wn vN i iii v i 5 Ln O 0 Scale: 1/4511= 1 '-0" Project No.: 0105 Drawn by: DBC Checked by: RG5 Sheet Title Ln MAP WIT SURVEY OF In co SITE PLAN LOT 2 AND THE SOUTH h OF LOT A TOGETHER WITH THE NORTHERLY 10 FEET OF 16th STREET LYING EAST OF THE SOUTHERLY EXTENSION OF THE EASTERLY UNE OF LOT A, NORTH ATLANTIC SECTION N BEACH, UNIT 1, AS RECORDED IN PLAT BOOK 15 PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. Sheet Number SITE PLAN PREPARED FROM SURVEY PROVIDED BY: BOATWRIGHT LAND SURVEYORS, INC. 1711 SOUTH 5TH STREETA�o *" JACKSONVILLE BEACH, FL W 904-241-8550 r; DATED OCTOBER 16, 2001 of 0 FILE NO. 2001-901 L12 CONSTRUCTION SET 1401Zeacv\ dive RICHARD SKINNER ■ & ASSOCIATES ■ NOTE: DIMENSIONS ARE TO 2 2 4 s St.Johns Ave. - 93'-1 a' FACE OF FRAMING OR FACE Jacksonville, FI. 32204 OF CMU UNLESS NOTED 9 0 4 - 3 8 7 -6 7 1 0 OTHERWISE. Lic. #. AR 0013338 ® DENOTES CMU 34'-8" 13'-0,. ARCH I T E C T 8'-1 1/411 9'-4" 8'-5 1/4" 2'-9 112" 3'-10 112" 6'-6" 7-1 11211 7-7" 10-3 112" I3'-0" 3'-9 I/2" 1' 6, 1O_2 11-411 Consultants Structural Enginers Group McVeigh & Mangum Engineering, Inc. I Haddad Engineering, Inc. Jacksonville Engineering & Testing Company I I A I 1 LINE INDICATES BRICK i I 3.3 3.1 ' ( I B I 1 Seal HOUSE BASE, TYPICAL 3.1 4.2 1 1 D I p 107 I I ' O SOFT H2O , , U O ' B ' V B ' SOFT 20 H.B. O H.B. � EDGE BOND fiTilTIT1TIT�1TiT�TITfII HP-4 HP-3 P-2 HP- 1 --- --------------------- - -- - -41111 12� - -- --- -- t — WINDOW ON BUILT-IN - - -- -- - - - -- - - ---- - -- --- ------------ - D D U m BUILT-IN SEAT �� m I _ __ __ _ _ _ __ _ __ _ __� �_ - -- -- - - -- - - -- - - -- - - - - -- 10 I I r 3/4"TO CMU --- --- - ------* 1 I -9 I/4 II-3 I/ 19-3 14 I `- 8':QMU I I -- 1-- 1 I ;I ------- m I IL 1__'1 i 1 i = DEHUM I I I/4"TO STUD I I N OFFSET r---- --__--- --J W I D L--� WH#I #I I i ' 108 CID __ __ _- - ___ __ - _ _ ___ _ I - -- - - - -- GARAGE - LAUNDRY 5 MEC - --- 3/4' 104 41, z ; 116 4 A7.1 b 6 1 17 1 15 ® - i - � Fs m I I . 5 112" C9 , I " , " - , " HU#I ---) I—— I I I 27-3 I/4 - - - - - -- - - - - -- - - �¢3-110 9-4 I/2 4-9 I/4 ' 8 CMU = i WOOD THRESHOLD 3 112" I/2" 1WOOD Off-id N DINING ' - LIVING ROOM ' ---- _ _ I 1 : cV - 2 4 A7.I c 2 I r - A7.I c - SLOPE 2 " 8� v _Gil -- . TI 1 - 119 HALL . �` - - - -- I L- N PORCH O A7.I b M 1 14 I I m o 1 13 s I I _ - = p - - - - - -- - - -- -- - - - - -- - - --- -- - A A 107 m N 115 - - - - - - - -- - - _ - - - - -- -- - -- -- - ----I I-- - - - -- - - --- - ---- -- -- - -- - -- - 102 1 1 1 3.1 0 5 112"' 4' 0 1/z" = o ELE A OR I , A3 11: IIA 118 _ 10 I I - m - v CO - - -- - -- - --- - - - ---1 - --- -- - - CENTERED>IINROOM---- -- -- --- Nom , I II - - - - -- -- --- -- - ---{ I- - - - - -- - - -- -- 1 - -- --- - - -- - -- - oll _ _ _ _ PETWAY '�' OUT IDE OF STUD TO 105 I m z l�/ , I I G'-2 112- G'-9 112"OUT IDE OF STUD 6'-3 1/4-1 I I 109 �� Xn I -I -1 f m m HALL m w I I I 5'-6 1/4" OU IDE OF CM BEACH N I I I C HOUSE `t a �� ( N 1 106 I I in I I TO OUTSI E OF CMU - -- - -- -- - - ---- - -=-- A (n " 3U I I A71a i n , n -- - - -- --- -i- - -- ---�, n _ _ __ __ - -- - - -- -- -- --- - - I - .-.--. ----- Beach Avenue �---- --- - -- -- - --� — ._._ --- I .�.�—_�_.� � � 1601 3.2 !/4 STUD I - _ , - _713. O 4 7-O 3/4 d-4 I/ 12-8 I/2' ! -3 I/ _ UP 1 I I I ` 42" R ORD 4 i I ,3. � Atlantic Beach Florida ---------------- � � � 10 9 ,� �� A7.I b � I - v� FIREP� E KIT 1 I @ I �8 3 01 � 32233 50UD WOOD THRESHOLD - l �a N 4" a a N v II w �- �— _ -� 11 -- ------------ ------- J 6" ;' _ _ b N 3 1_� A WINE 1 14 _ �o —- 01 A7.I a - II U PANTRY 1 IN COOLER —-----— ----- iL--- - -- O m z U = 100 v v FOYER II 8"CMU 1 42" R FORD NEW I _ . „ " .II „ . ICEM ICFR 1 Q = RESIDENCE m 5 ! 1 /4 10 5 I I -4 3/4 21.9 1/2* I -8 4-6 I/4 8'-I I" I' I I I/2" FI REP E K(T N ►/4 - 1 `D 411 I DECK `r 2 G" DEE 3'-10" m 4'-O" , - 110 , 1 1 1 E CA61N - 103 o w I = I _ 1 WOQD DECD . z I CIO J ILO h}o2 I m = ISSUE _� C° „ 3 1/„2" 1 g"c o Q --- - -- — — --------- --- - =----- -= - - — T— _ ----- = no. date description PORCH _ -10 16'-3 I/4 ;: ; 12' I ill, 5'-9 1/2" 15'-4 X14. t o 1 '10'-2 1/411 9'-6" $"CMU - - �- _ o iption N 1 9/27/02 DEP APPROVAL 100 a 7 I/4 STD �t , m zuc I ( IN QI 8,. CMIJ _ B DEN �3Q I- - L iZ�, PO CH, 2 2/10/03 PRICING 3.2 ------ ----- — ---- --- --- a 3 I I�-1 7 ) 101 1 10 -BATH 3 3/14/03 ADDENDA#I 11 �o - - -r-� ' E m ® �� 1 A7.Iba SLOPE, 2 m 3 0 „,Oo cu 1 12n^A71 OOOo m c�2 A7. KI CHEN 1 1 LD 11 1 � i I L --�Y O I K C MP I i FLEE-i-- - OVEN 1 . �Fo ' O OELOW , V tV L GRILL EDGE BOND ap REVISIONS ® 101 I �°B H2O - no. date descri M111111 1111111 111111111111 IT 7T O b ption SOFT 20 , SHOWER 6, BR K 6„ HEAD v , , i 1 3/14/03 ADDENDA#I , STOP ap H O 1 I 10 I 1 , I'-9 /4 A I D ( SEE SITE I'l3.3 3.1 1 PLAN FOR WALKWAY/STOOP INFORMATION I Li= �� 1 , I , 00 J 2'-2 112" G'-1 1 1/4" 2'-1 1/2" G'-1 1 1/4" 2'-1 3/4" Qf Qf 1 a-Z ' I I ( I I FIRST FLOOR PLAN Scale: 1/4"= 1 '-0" I'- 4'-I I 1/2" 1'-4" 4'-I I 112" 1011 3'-6" 10'-8" 3'-G" 4'-I 1/2" 4'-I 1/2" 8'-4° 8'-4" 3'-8 1/2" 3'-8 3/4" 5'-6 1/411 3'-9" 3'-7 3/4" SCALE. 1/4" . V-0" Project No.: 0105 Drawn by: D13C Checked by: RGS 11-01 12'-5" 17'-8" 8'_3„ 16'_g" 20'-4" Sheet Title WATER HFATF SS Hl= nl 11 FIRST FLOOR 17'-9" PLAN RM. NO. LOCATION MARK MANUFACTURER DESCRIPTION SERVICE T0: Sheet Number 115 MECH. RM. WATER HEATER #1 PRESTO 80 GALLON ELECTRIC MASTER BATHROOM, LAUNDRY, STAC 'WASHER ATTIC WATER HEATER #2 PRESTO 40 GALLON ELECTRIC KITCHEN, POWDER RM., BATH #2, BAH #3 • ATTIC WATER HEATER #3 PRESTO 40 GALLON ELECTRIC IN SERIES W/ WH #2 of G01 GUEST GARAGE WATER HEATER #4 PRESTO 40 GALLON ELECTRIC GUEST BATH, KITCHENETTE LI.2 CONSTRUCTION SET RICHARD SKINNER Lf-[)GEN[): ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. SOUND INSULATION Jacksonville, FI. 32204 904 - 387 -6710 Lic. #. AR 0013338 93'-1011 CMU 52'-1 1/2" BRICK 4 1'-8 112" NOTES: ARCHITECT DIMENSIONS ARE TO FACE OF 10'-1 1 3/4" 4'-0" 1. 9'-G 1/4" 1. 1 O'-8 1/2" G'-5 3/4" 40'-7 1/2" 4'-8 112" G'-9 1/2" FRAM I N G OR FACE Of CM U UNLESS NOTED OTHERWISE Consultants Structural Enginers Group EQ. EQ. EQUAL EQUAL 18'-2 3/4" I'-4" McVeigh & Mangum WILL NEED TO BE VERIFIED Engineering, Inc. Haddad Engineering, Inc. Jac sonville Engineering & Testing Company A 1 Seal 0 3.3 3.1 0 Z) P PP 0 0 0 00 � o D s TS - ---- Mug--------------------- _- _-_ -.-_______------------ ---- ____-__-_ --- - t TOILET 21 - -- -T _ ` u mVERIFY THI5 15 j i GARA E ROOF - P ___L=___ ENOUGH ROOM I I O m 219 FOR AC UNIT ' MAST5R N 5 6 TUB - d I r c� M CLOS T -FI 221 5 1i NJ vd ' 222 q, 21'5MASTERSITTING ROOM O W N � i---�' n „ u3 1/2" m 5 I/2 ---� 3 1/2 218 GI AASM5 LESS' N MAKE- PBEDROOM N_ 7 1/4 5 1/2223 SHOWER I I -G 318" CMU 23'-1O 1/2" `� IO'-1 1/2" G'-7 3/4" 9'-4 3 N 218 G I/ 15'-7 3/4" 8" CMU L II ----- co 216 -- - - - _ -—-—-—-—-—-—-—-— I'S N P 2 219 ' i 6 7.2 6 N A Y W [ � O ATTIC/MECH.ECH. 7.2 ' 7.2 3 , , A7.2 3 STAC O1 224 I WASH/ Y N 4 u — -----------------------I---------- ------ 4'-I Q I/2" `r 4'-G" i MAST R �. i -- I ----- E ------------------------------------------------ ---------- ; 214 to I v N BAT ' ; + 12'-9" T 223 cv UP N 220 � ° 3!'I-G I/2" 3'-G I/�" m -G Ile I/2" 12'-I I/4" � r(2212 ELEVATOR _ C� 3.1 i . CLO ET 217 jir; v ------- NLr� N 10'-I I" I _ I ilA .2 j _ - -- - ---- -- -- PETWAY ------- m li u� 2'-4 3/4' - 112"[ 422(4"_ + 12'_9"N = 213 IMASTER mBEACH HOUSE ' " S AIR 221 - ESTIBULE m Q -- H LL MAST. C21 - — - = _ - - - --------------- 1601 Beach Avenue N 202 I m _ 3 " - 3 1/2" N A7.2 - o Atlantic Beach, Florida All- j,1 9 _ UP i VEST■� N m SDRE SINIVI 3'-G I/2" 3'-IO" d 9'-3" C U A IT 32233 ! 6 7.2 - 9 2 1/4 a 7-3 1/4" to - 1 1 °- 3.2 = I GARAGE ROOF Q 204 214 215 S T AT .B. 3' - -------- ---------- ------------------- -- 13'-1 -13'-1 1 1/411 1 4'-2" 2'-G 1/2 - 9'-2 1/4 71 1/4" STUD 3 1/2' 3 I/2"_ 3 1/2° 206 07 �� ------- CL. NEW 2 3 - EST. 0 m I 01 6'-9" Q CL. VE m 203 2 0 211 K RESIDENCE PORCH ROOF 1 207 204 m I BELOW I m I5ED 08 ' ' 41l m LEDGE 3 1/2 EmilM ° 4'-I O" 2'-4 1/2' 5'-2 1/2" 2'-G 1/2' , 3.1 . o CA lD N I 20 N N N THm 3 SOAP ISSUE ---- --- --r--------- -� N NICHE a� B no. date description �B DROOM A 205 I PORCH ROOF I I iA I 9/27/02 DEP APPROVAL 1 ✓ s m I BELOW ' 2 2/10/03 PRICING �t B 1 EDROOM 2 I I I 3 3/14/03 ADDENDA# 3.2 I + I o 5 AT 5 209 209 ----- --- ---I --------- -�- - - - #2 m I I 10 7.2a 7 ' ----- ----- - -- --- -------T-T-------------- - NIC-HF 1 n � 2 B. -Fir,1-------�- -�--- 1 3 1/2" 1 5'-3 1/4" 51, MU 1 I G'-3 1/41' O I ' _ 8 CMU 1 1/2 1 112" 20 7 EDGE OF CMU TO EDGE OF CMU O ____________L_ _ I REVISIONS N EDGE OF STUD O EDGE O STUD II Ano. date description ------m I 3/14/03 ADDENDA#I i G i g i G i I I S m s S 3.1 O ' � O 4 4'-1 11211 4'-1 1/2" 3'-1 1/2" 101-51' 3'-1 112" G'-9 1/411 1' 3 1 4'-G" 4'-8 1/4" 3'-3 1/4" 1'-G" 2'-2 3/412'-5 3/4" 5'-5 1/2" 11-411 N Q o A D Scale: 1/4"= 1'-0" r- 0 3.3 3.1 „ . 2O'_ G'-2 1/2" G'-9 1/210 Project No.: 0105 1 O'-G 3/4" 7'-2 1/411 17-8"-8 51-311 Drawn by: DBC Checked by: RG5 ~ Sheet Title Ld 7- o z�9 2ND FLOOR M SECOND FLOOR PLAN PLAN N SCALE: 1/4" = 1"Ittl Sheet Number AiiiiiiiiiiiiIi • of W 42 O Pvc CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -6710 Lic. #. AR 0013338 ARCH I T E C T Consultants Structural Enginers Group McVeigh & Mangum Engineering, Inc. Haddad Engineering, Inc. Jacksonville Engineering & Testing Company Seal d Y" A D 3.3 Y B 1 I -o" I 12 9: 1 PETWAY CH PITC �I ILL BEACH HOUSE N 1601 Beach Avenue Atlantic Beach, Florida 32233 I F . NEW N RESIDENCE A I A 3.1 PITCH 3.1 ISSUE N no. date description STANDING 5 MV Nm = N = 1 9/27/02 DEP APPROVAL A LEAD COATED — — rr)pM FL A 2 2/10/03 PRICING 3• = I'-G" 1'-8" 3• 3 3/14/03 ADDENDA#I N U FL FLASH CRICKET - I � AT CHIMNEY 9: 12 _ PITCH m` REVISIONS PORCH ROOF= 3 BELOW B 3: 12 no. date description [FFc+� 3.1 PITCH I 3/14/03 ADDENDA#I Q 0Yo'*B% 0 3. N � � B nCLU PORCH R OF W BELOW 4: 12 PITCH CL N U N M � Scale: 114"= 1'-0" 9: 12 9: 12 N Project No.: 0105 N r � PITCH PITCH D LEADER Drawn by: DBC LEADER •1 L�_ f Checked by: RG5 I '---� II11 3.1 —� LE DER GUTTER Sheet Title ROOF A D PLAN as 3.3 3.1 L C Sheet Number Jd U A� l * 3 a� of ° 42V C m UlIW O% 19CONSTRUCTION SET 0 RICHARD SKINNER Al A B1 ■ & ASSOCIATES ■ 15 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 12 9 904 - 387 -671 0 QLic. #. AR 0013338 9 G EXTERIOR ELEVATION NOTES: 1 I I . ARCHITECTURAL FIBERGLAS SHINGLES 2. STANDING SEAM LEAD COATED COPPER ROOFING 2 3. 1"x3" PVC DRIP BLK W/LC. COPPER FLSHG. 4. 3"x8"WOOD FASCIA/RAFTER G 5. P.T. CEDAR SHINGLES A R C H I T E C T G. PVC CROWN MOULDING 77. PVC TRIM BOARD + 2I'-I O I/2" TOP OF PLATE — - 8. 3N&WOOD RAFTER TAILS Consultants -—-— 3 9. DIAMOND SHAPED FANCY BUTT PT CEDAR SHINGLES 10. 5/4"xG" PVC CASING W/CROWN HEAD TRIM Structural Enginers Group + I I 5/ 8 -—-— 20'-0 1/2" TOP OF PLATE 4"xG" ' _— PVC CASING McVeigh & Mangum . 1-1/2" PVC 5/4"x3" PVC APRON Engipeering, Inc. 10 2 SILL W/ —� 1- -- 3 13, PT WOOD BRACKET(SEE DETAIL)di FEE Haddad Engineering, InC. 2 4 14. 2"x2" PT WOOD TRELLAGE 12, � 5 15. PAINTED BRICK ROWLOCK Jacksonvi le Engineering & F I G. PAINTED BRICK VENEER BASE Testing Company G 17. PAINTED BRICK CHIMNEY 18. RECESSED BRICK DETAILeaI 7 S 19. CONC. CHIMNEY CAP t k 00 O 01 : -- - 20. MAHOGANY LOUVERED PANELS 2 1 . MAHOGANY SUPPORT BEAM O 13 22. PVC RAILING SYSTEM GUTTER W1 W/ LEADER 23 PREPAINTED ALUM OGEE SHAPED GU ` ----- 24. COPPER 1/2 RD. GUTTER W/LEADER 3 25 P OD DECK SKIRT BOARDIO'-I 1" FIN. FLOOR � ------- 2G. O" ROUND WOOD BECK PIER/P ILE s' .� + 9'-9" FIN. ATTIC FLOORIf 14 3 �^ 8 _ . 6 8 5 A5. 13 1 A5. - 7 69 F O F 12 15 +0'-0" FIN.FLOOR _ ; I +0'-0" FIN.FLOOR -----------�� --6 --------- 0-2 1/4" CONC. SLAB - -1�- --------- ;... ,., _._ a- . :-. ,_ _ ,. ------ O' 2 I/4" CONC. SLAB -1'-0 3/4" PROPOSED GRADE -1'-0 3/4" PROP05ED GRADE WEST ELEVATION PETWAY 1/4••_1•-0•• BEACH HOUSE 1601 Beach Avenue d B Atlantic Beach, Florida 3.1 3.1 32233 - I9 15 ►8 NEW RESIDENCE a n ET ISSUE _ no. date description 1 9/27/02 DEP APPROVAL 2 2/10/03 PRICING - -- 3 3/14/03 ADDENDA#I _ 3 OX + 2 1 '-10 1/2" TOP OF PLATE +20'-O 1/2" TOP OF PLATE _LA -------------3-------------------- -- CH-11VI AND . WALL G 5 &V10 ALI G as S\ S\ S\ no. date EvNS desccrript on 2 7 N G G I-I/2 5 7 I 3/14/03 ADDENDA# Q ILl (� BRA KET TYPE #2r 2, 3 - + 1 2'-9" FIN.2nd FLOOR r _ 1.3 A5. 4 G + 10'-I I" FIN. 2nd FLOOR ------- — --_—_-- _ y__ ,�_— _ -- _ — _— — �i — - --- ---- - _ — 7 FIN_ ATTIC FLOOR 20 14 10 _ CL K1_ 0 BRACKET TYPE#1 13 A5. a , 0 24 1,0 Scale:N tv1-0 4 = I 7 N a01 M G H Project No.: 0105 a- 104 F - !2 rr Drawn b : � by: DBC Y Checked b : RGS : .J .. 1 5 15 _ Sheet Title , + O O FIN. 15t FLOOR + O IG I'-O 3/4" PROPOSED GRADE O FIN. I rt FLOOR --- -------------- - ------- -- ------ - --------- - ----- +LL----_^ -- - - - - —�? —-—-—-�- O'-G" EDGE OF DECK EXTERIOR •�, - _. _ _ - - _ _ _ _ ----WOOD DECK 2G 2'-O" PROPOSED GRADE _ ---�- ELEVATONS c Sheet Number SOUTH ELEVATION A" 2 ° 42 CONSTRUCTION SET m RICHARD SKINNER ■ & ASSOCIATES ■ 19 B 15 A A Jacksonville,224 5 Fl.Johns32204 3.1 A3. 17 3• 3.1 904 - 387 -6710 _. Lic. #. AR 0013338 _.. 3 12 4 12 Q 9 _ EXTERIOR ELEVATION NOTES: 1 2 I 1 . ARCHITECTURAL FIBERGLAS 5HINGLE5 9 P 2. STANDING SEAM LEAD COATED COPPER ROOFING 3. 1"x3" PVC DRIP 13LK W/LC. COPPER FL5HG. 4. 3"x8" WOOD FA5CIA/RAFTER A R C H I T E C T 5 5. P.T. CEDAR SHINGLES 22'-7 1/2" TO ONY ONLY WN MOULDING --- P OF PLATE @ ---- �- BALC G. PVC CRO I O -� +2 1'-1 O 1/2" TOP OF PLATE 7. PVC TRIM BOARD Consultants _.._ 8. 3"x8" WOOD RAFTER TAILS 9. DIAMOND SHAPED FANCY BUTT PT CEDAR SHINGLES StructuralEn�iners roup 3 10. 5/4"xG" PVC CA51NG W/CROWN HEAD TRIM McVeigh & Mangum 4 1 1 , 5/4"xG" PVC CA51NG Engineering, Inc. + 20'-0 1/2" TOP OF PLATE —_ _— —_— - _—_— 3 7 12. 1-1/2" PVC 51LL W/ 5/4"x3" PVC APRON - 13. PT WOOD BRACKET(SEE DETAIL) Haddad Engineering, Inc. 4 G 14. 2"x2" PT WOOD TRELLAGE Jacksonville Engineering & 15. PAINTED BRICK ROWLOCK Testing Company 10 M N M 5 1 G. PAINTED BRICK VENEER BASE 17. PAINTED BRICK CHIMNEY Seal O15. 5 2 19. PA PAINTED CONC.I CHIMNEY CAP 1 20. MAHOGANY LOUVERED PANELS 22 2 1 . MAHOGANY SUPPORT BEAM + 12'-9" FIN.2nd FLOOR 22. PVC RAILING SYSTEM • , C�S,, -—-—-—-—-—-— 23. PREPAINTED ALUM. OGEE SHAPED GUTTER W/ LEADER I G 24. COPPER 1/2 RD. GUTTER W/LEADER 25. PT. WOOD DECK SKIRT BOARD + I O'-I 1" FIN._2nd FLOOR _—_—_ 7 2G. 10" ROUND WOOD DECK PIER/PILE -—-— — — -- 23EEO 7 G Imo_ 2�I 25 FIXED FIXED FIXED 2G 15 25 IG _ 2G / -_-------------- O'-O" FINISt1ED FLOOR _ �+O' O" FIN.FLOOR -1'-0 3/4" PROP05ED GRADE –WOOD DECK -I'-O 3/4" PROPOSED GRADE ` -2'-0" PROPOSED GRADE PROPOSED GRADE PETWAY EAST ELEVATION y BEACH HOUSE va19=1 v-o" 1601 Beach Avenue Atlantic Beach, Florida 32233 A D1 1 3.2 NEW 12 RESIDENCE 2 3 4 ISSUE 1 2 no. date description 1 9/27/02 DEP APPROVAL F ED FI FIX D 2 2/10/03 PRICING I 3 3/14/03 ADDENDA#I ' + 22'-7- 1/2"-TOP OF PLATE@ BALC NY_—OLT + 2 1 '-10 1/2" TOP OF PLATE 3 t� 4 REVISIONS G I-1 ,12 ,STEP . 7 11 ADDENDA#On ate n0. 5.1 5 1 3/14/03 22 5• 12 G 3 + 1 2'-9" FIN.2nd FLOOR---- _ _ - — — -- -- _ , , 4 + P OF PLATE 7 ----- ---- + 9'-9" FINIC FLOOR -------- : i .. -- 14 _. 0 _ ! 1/2 BOTT_ OF TRUSS G BRACKET E #4 51 , BRACKET TYPE # ��_ �� Scale: — - _: . . I3B 1 � S I I/4 10 B 7-7 C _ ,.. I 0 Project No.: O 105 II Drawn 5 DBC 20 _ Y� Checked b RGS Sheet Title IG 2 : - N. 1St FLOOR : - P ED GRADE o � I O 3/4 PR OR --- o + O' O FIN. I st _ ��EdGGE-- ----- ELEVATONS "`—WOOD DECK _0" PROP05ED GRADE — — — — Sheet Number NORTH ELEVATION A�202 1/4"=V-0" of � o1 ,00bMaw 42 v CONSTRUCTION SET m � L v, u; x RICHARD SKINNER B 1 ■ & ASSOCIATES ■ 3.1 4. ---- 2 2 4 5 $t.Johns Ave. ---"-----------" --------------------� Jacksonville, FI. 32204 904 - 387 -671 0 Lic. #. AR 0013338 1 I I 2 1 1 4. I I I I ARCHITECT AT— 22'-7 1/2" TOP OF PLATE @_BA_LCO_NY ONLY 1 2 P-1O 1/2" TOP OF PLATE Consultants i � — "-------"--------- Structural Enginers Group 1 I 1 1 McVeigh & Mangum Engineering, Inc. 7 � 4 I r I 1 I I Haddad Engineering, Inc. 1 I N Jacksonville Engineering & LOS ET 1 1 ASTE _ I B I I I I R AT C SE MAS ER F�EDROO BALCONY I Testing Company 1 1 ° I Seal I ATTICTTI DOM I I ! I (LLI 12'-0" FIN.2nd FLOOR ' ,. - ---fi -- - ---i- ------------ --- "p ✓r 9'-9" FIN.ATTIC FLOOR I - -----------' I I j ;:'•� I - 1 I I I 1 I I I - I I I I GARAGE ALL i dLEV. DIN OM LIVING ROOM 1 1 I ' I I i 1 0'-0" FIN.FLOOR 1 - 1 _ _ _ I_ 0'-0" FIN.FLOOR r --I -- - - F-------------------------------- -1'-O 4" P PO ED G DE I -- -2'-O" PROPOSED GRADE � i I PETWAY I BEACH HOUSE BUILDING SECTION ^A 1601 Beach Avenue Atlantic Beach Florida 1/4"=r-o" A-3.1 3 2 2 33 Ll B 1 I A 3.1 NEW 2 ; ; 12 RESIDENCE 4.1 1 9 I 1 ISSUE I 12 ��' `<\\ i no. date description ► 2 �--- --� � 2-- I 9/27/02 DEP APPROVAL \ 2 2/10/03 PRICING 2 1 '-10 1/2" TOP OFA PLATE _ 1 Q 9 ' C--- I �� L— �9 I 3 3/14/03 ADDENDA#I 20'-0 112" TOP - PLATE 12 / �'��—_ ——_�/ _l 20'-0 112" TOP OF PLATE I I 1 37 :� I 5TER BEDROOM - I :; 1 I 1 12 1 1 3 l0 1 ' REVISIONS I ' 5 I 3 ; ' B DROOM 2 0 =N I 1 - TAI RWELL C SE BE OM 3 I =� l i i i 4.1 I TTI NG ROOM no. date description ' Q 12'-9" FIN.2n LOdR I 3/14/03 ADDENDA#I Ln I i 12'-9" FIN.2nd FLOOR II I F1J� N.2nd FLOOR I ' I j j I O'-I I" FIN.2nd FLOOR a: , ------------ I II 1p----- I = 9'-9" FIN.SITTING RM. FLOOR1 I I _ --� ------- ------------ - :Z, ---------- --1--- - - I 1 I j I � r I rn I I 1 IR LANDING I I 1: i LIVING ROOM o ► i i KITCHEN = ° FOYER DEN/OFFICE o f i GARAGE i�? i scale: 114"= r'-o'. `1' I ® 1 I I p I i O 1. Project No.: 0105 1 1 Drawn by: DBC 1 1 1 4" CURB I , .:,::.:.•.:,::,.. , _ O'-0" FIN.FLOOR --- I ". , - I I � 1 I Checked by: RGS I I O O FIN.--- j� `r O'-O" FIN.FLOOR—I_ ,>� '� '. ( 1 � 1 .;, , LOPE I - _—_- --� -0'-2 1/4" CONC. SLAB - — - _ _— —_ Sheet Title --------- - , --- i---------- 1 - -- O'-2 1/4" CONC. SLAB— .• - - - - _ N rt a� 1 'I c I I r .•A ' 1, I AM BUILDING =2'=-4" TOP - - -2_2 1/4 TOP OF GRADE BM 2 I/ OP OF GRADE BE 1 1 ` + r r r r r i , SECTIONS c `J ----- � - Sheet Number BUILDING SECTION /B\ BUILDING SECTION C BUILDING SECTION DA� 31 0 1/4"=1'-0" A-3.1 1/4"=1'-0" A-3.1 1/4"=1'-0" A-3.1 of • V1L'*rACV\ 42 m Not f�X CONSTRUCTION SET RICHARD SKINNER B ■ & ASSOCIATES ■ 3.1 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -6710 Lic. #. AR 0013338 12 D 1 97 3.1 4.3 ARCHITECT 22' 7 112" TOP OF PLATE@ BALCONY ONLY I I ------------ ----- ------ -- Consultants i ----------- — 2�'-I O 1/211 TOP OF PLATE —_—_— — Structural Enhiners Group MEnelneerin Mangum Cl 1:111:11:11D g • g, Haddad Englneering, Inc. Jacksonville Engineering & I I Testing Company 5T ES I G MA5TER BEDROOM � OPEN � Seal TIB PORCH 5TAI RWELL 1 2'-9" FIN.2nd FLOOR 1 12'-9" FIN.2nd FLOOR MASTER 5U IT - - --- I I I O'-I I " FIN.2nd FLOOR 9'-9" FIN.ATTIC FLOOR � 1 1 1 I HA L DI M LIVING (ZOOM COVERED LO GARAGE PORCH 1 I 1 1 I 1 0'-0" FIN.FLOOR —_—_ —_—_—_—_—_— -- --1�- 2'-0" PROPOSED GRADE -0'-G"CURB ------------------------------ ----- ------------------ I 2'-2 1/4"-TOP-Of PILE CAP GRADE BEAM r-1 PETWAY BEACH HOUSE 1601 Beach Avenue Atlantic Beach, Florida BUILDING SECTION A3 2 2 3 3 1/4'v=1 1.0" 101-0" WOOD PILE TIP NEW RESIDENCE ------------------------------ , I ISSUE no. date description 4 ' C1550 TRU5 ES -- I 9/27/02 DEP APPROVAL ------ ------------------- 2 I'-I O 112" TOP OF PLATE I 2 2/10/03 PRICING 1 I 3 13/14/03 ADDENDA#I BOTT. OF ARC _— 20'-0 1/2" TOP OF PLATE ------ J J— I ------ A4.3 i I I BALCONY ' ,.B-EOIkOOM 3 15ATH #3 B�DROOM 2 REVISIONS 1 description 1 ate no. d I 3/14!03 ADDENDA#I 12'-9" FIN.2nd FLOOR I I 10'-1 1" FIN.2nd FLOOR _ 1 — i I ---- _ -0'-5--' F-D- --------- 41 ---------- I 12 O'-5" EDGE OF BALCON I _.. _ 4I� I � 6-9 1/2" TOP OF BEAM ------ ------------ ---------- M ------------------------------------- 1 I 1 2 4.3 PORCH 1 D TH I KITCHEN � j � � PORCH _ 1 � scale: 1/411= 1 '-oa Project No.: 0105 1 1 I I i Drawn by: DBC 1 _ --—-—-—-—-—-—- —-—- 01 0" FIN.FLOOR Checked-by: RG5 1 1 I El FIN.FLOOR ----- 1 _ _; ------------- — — -2'-0" PROPOSED GRADE Sheet Title -1'-0 3/4" PR PO ED GRADE I I I � BUILDING N 1 I SECTIONS r ------------------ Sheet Number I UJ A� 3 e2 U BUILDING SECTION B -- Q 10'-0" WOOD PILE TIP of A 42 CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -671 0 Lic. #. AR 0013338 ARCH I T E C T Consultants Structural Enginers Group McVeigh & Mangum Engineering, Inc. Haddad Engineering, Inc. Jacksonville Engineering & Testing Company Seal „ r PETWAY BEACH HOUSE 1601 Beach Avenue Atlantic Beach, Florida 32233 12 NEW 97 RESIDENCE ISSUE ---- no. date description 12 1 9/27/02 DEP APPROVAL 19 I 2 2,110103 PRICING 1 1 3 13/14/03 ADDENDA#I 1 20'-0 1/2" TOP OF PLATE --L-l� ------------ �I 12 3 I I I0 4.1 4 2 A -�° BE QOM 3 REVISIONS C I 1 no. date description -3a I 07 I 1 12'-9" FIN.2nd FLOOR 1 3/14/03 ADDENDA#I MASTER SUITE BEYOND cn I I I LQn II I 1 10'- 0'-I I" FIN.2nd FLOOR o I I -- ------------- FIN'SITTING RM FLOO I .,�: I S z 1 ----------=- --I--- - - _ I I I I I I I I I I I I �El S7Z7 ;::�Z7 1 NLU °0 IPORICH DEN/OFFICE I= � Ln D- I 1 GALA o 0 10) 1 Scale: 1/411= I '-OI' p I I I I ►- I I I I Project No.: 0105 I 1 4" CURB 1 I `14 � O- I 1 I I 0=00" FIN.FLOOR Drawn by: DBC O FIN.FLOOR —_ I I 1 — Checked by: R65 _—_---_— I I 2" SLOPE I O'-2 1/4" CONC. SLAB I I Sheet Title 1 - -2 I/4" TOP - GRADE BEAM 1 1 _ i _rt 2'_2 1/4" TOP OF GRADE BM BUILDING Cz I pp 1 I 'o 1 SECTIONS c Sheet Number LJi -2 L BUILDING SECTION A A� 3 e 3 A-3.3 of C Avt 42 m CONSTRUCTION SET 0 LEAD COATED RICHARD SKINNER COPPER F*� PEM ROOF R ■ & ASSOCIATES ■ FLASHING ---- 3"X8" RAFTER WINDOW ASSEMBLY 2 2 4 5 St.Johns Ave. (SEE SHEET 5.2 FOR Jacksonville, FI. 32204 I "X PVC FASCIA DET.) STAINLESS STEEL 9 0 4 - 3 8 7 -6 7 1 0 / HARDWARE CLOTH Lic. #. AR 0013338 / CORBELED RUNNING BOND CHIMNEY CAP (PAINTED) COAT CAP W/ VULKEM 101 FLASH @ FLUE / / PROVIDE WEEPS I G" O.C. CAP W/ LEAD COATED COPPER / / CONC. CHIMNEY CAP m L.C. COPPER CRICKET FLASHING. PROVIDE THROUGH WALL FLASHING @ ROOFLI'NE. / DRIP WRAP BITUTHANE FLASHING ONT ROOF 2"x4" CRICKET FRAMING A R C H I T E C T -- Consultants Structural Enginers Group McVeigh & Mangum STAINLE55 STEEL BRICK ° Engineering, Inc. WALL TIES 24" HORIZONTAL Haddad Engineering, Inc. I G" VERTICAL Jacksonville Engineering & 4 SECTION Testing Company 12 PAINTED BRICK VENEER _ !"X3" WOOD FURRING FIBERGLASS 4 1 314"=11' Seal ARCHTECTURAL SHINGLES 3 2"X 101, WOOD PREFABRICATED WOOD RAFTERS (9 1 G" O.C. ROOF TRUSSES @ 24" 2" M.F. INSULATION I LAYERS SELF ADHERING O.C. ENGINEERED BY I "X3" WOOD FURRING BITUTHANE WATER PROOFING MANUFACTURER FIBERGLASS — — — ON 3/4" PLYWOOD SHEATHING R-22 ICYNENE INSULATION ARCHTECTURAL SHINGLES ,✓' a • I " AIR SPACE I SELF ADHERING BITUTHANE HURRICANE _+21'_)0. 1/2" ' WATER PROOFING COAT 4" CMU W/ VULKEM 3/4 WOOD CEILING r. LEAD COATED COPPER STRAP DRIP FLASHING OVER I X3 MEMBRANE ON 3/4 10 1 ABOVE ROOFLINE PLYWOOD SHEATHING " PVC DRIP BLOCK " 5/8" GYP. BD. ON WRAP PLYWD. 5HEATING IN STRIPS T. FURRING BITUTHANE 2"X8" P.T. W5. I "XG" V-JOINT TSG DECKING AT OVERHANG ff +20'-0 1/2"TOP OF ° a iv 3"X8" EXPOSED RAFTER WINDOW ASSEMBLY PLATE TAIL (SEE SHEET 5.2 FOR _ DET.) I "X3" PVC TRIMLEAD COATED COPPER 4" THICK REINF. CMU / `LDRIP FLASHING OVER 1"X3" WOOD FLOORING 5/4 XG PVC TRIM // DRIP BLOCK CMU BOND BM. 3/4" PLYWD SHEATHING O I "X WOOD PANEL, LAYER // m DECKING AT OVERHANG Il e OF SELF ADHERING — WOOD ROOF TRU55E5 — 4/ 3"X8" EXPOSED RAFTER G _ BITUTHANE WATER �D — — PROOFING OVER 1/2" CDX 4/ / TAIL 3/4" PVC BOARD PLYWD. SHEATHING (TYP) / WINDOW LEAD COATED COPPER COPPER FLASHING / 112" GYP. BD. ONFLASHING 2XG WOOD FRAMING ASSEMBLY FIBERGLASS ° ARCHITECTURAL SHINGLES @ 1 G" O.C. FM #8720 PVC HEAD - b TRIM WOOD FLOOR TRU55E5 PETWAY I LAYERS SELF ADHERING WATER I "XG" PVC TRIM PROOFING ON 3/4" R-5 MIN. 6`.I< BEACH 1 ICJ USE PLYWOOD SHEATHING INSULATION 5/4 JAMB •1 ! )/2„ EXT./ I "x8" PVC TRIM 1601 Beach Avenue COQUINA STONE VENEER WOOD CEILING Atlantic Beach, Florida — — ° ' CANTILEVERED CONC. a 3 2 2 33 -- -- 1/2" GYP. BD. SLAB I:. LEAD COATED COPPER COAT CONC. W/ VULKEM \ I O I , OVERLAP W/ U.L. LISTED INSULATED DRIP FLASHING OVER I "X3" STAINLESS STEEL FLUE \ \ DRIP BLOCK BITUTHANE \ a. PROVIDE DRIP OVERHANG NEW I "XG" V-JOINT T*G I " PVC SOFFIT \ DECKING AT OVERHANG 1211 4a. �: RESIDENCE WOOD BRACKET #2 3"X8" EXPOSED RAFTER — — — — + 12'-9" FIN. FL. WOOD FLOOR TRUSSES MASTER BD. TAIL SEE 7/A5. 1 u I"X3" PVC TRIM @24" O.C. ENGINEERED BY 4' UNIVERSAL BUTTERFLY TRUSS MANUFACTURER DAMPER ° 2"X8" P.T. WOOD PLATE R- I I BATT INSULATION n4. ISSUE CONC. BEAM 2" MINERAL FIBER d 2ND FL. no. date description CONCRETE TIE BM. °' I "X3" P.T. WOOO, IJRRING N INSULATED HI-TEMP. STEEL INSULATION . 1 9/27/02 DEP APPROVAL _ + 10'-I I" FIN. SMOKE CHAMBER SEE 0/52.3 5/8" TYPE "X" GYP. BD. 2ND FL. d 2 2/10/03 PRICING 8" REINF. CMU CONC. LINTEL 3 13/14/03 ADDENDA#I RUMFORD FIREPLACE KIT 0 V� WOOD MANTLE Y�C LL TUBULAR STEEL VILI a °PRESSURE TREATED CEDAR — °`.) SHINGLES W/7" EXPOSURE BRICK SOLDIER COURSE in I "X3" P.T. HORIZ. FURRING ° ° ° CHIMNEY BREST BLOCKS °.. . STONE SURROUND REVISIONS @ 7" O.C. MIN. R-5N no. date description r I "X3" P.T. VERT. FURRING INSULATION FIREBRICK PAVERS I 3/14/03 ADDENDA#i I Ln Q @ 24" O.C. m 8" CMU m P-811 IT o 2"X4" P.T. WOOD BRICK HEARTH o _ 2" MINERAL FIBER FURRING @ I G SELF ADHERING BITUTHANE O.C. 4" CONC. SLAB INSULATION h WATER PROOFING MEMBRANE OVER 8" CMU (TYP) LAP OVER FLASHING +O'-O" FIN, 15T FL. — G: — ° G CONCRETE SLAB / 27-G" NGVD ° LEAD COATED COPPER � FLASHING a. D ° _ +O'-O" = FIN. FL. a _ — -- — _ — +0 0__ FIN._ BRICK ROWLOCK WATERTABLE, m - — -0'-2 1/4" TOP OF SLAB — - - — , SLOPE 150 ° ° m IST FL. 0 7 -.1 V- 4 Scale: 3/4"= I '-O" COAT CONCRETE W/ VULKEM 101 " P. WOOD GRADEUR @ 1 G" Project No.: 0 105 SOLID FILLED O.C. GRADE IEl II—I I 1=1 1=1 =1 I GRADE vARIEs \ \ \ \ \ Drawn b DBC (-I"-D 3/4"TO -2' 0") Checked by: RG5 11—I 11=1 1=1 I I—III - 8° CMU BRICK VENEER BASS Mi 11=1 11=1 11=1 I l=E =1 \/i\/i\/i\/i\/i =i 11=1 1=1 1=1 I— 11= —"—" \\/\\/\\/\\/\\/\\/\\/\\/� Sheet Title -2'-2 1/4" TOP OF —�I =—_ — — e. . _ -2'-2 1/411 TOP OF GRADE BEAM ° ° ° G MIL VAPOR B GRADE M. # PILE CAP ° ° ° �•_--- BARRIER - _ WALL o oU ° ° ° \\/\ \\%\\�\\�\ � h Q �a � a \'/\'/\'/\'/\'/\'/� SECTIONS • ° �a \/\\/\\/\\/\\ \ \ —1 (— Sheet Number CONCRETE PILE PILE CAP ter, BEYOND —2 cts (TYP) WALL WALL - WALL WALL �' • 5 1 SECTION 3 SECTION 2 SECTION 1 SECTION of m 4 1 3/4"=1�-0" 41 3/4"=V-0" 4 '� 3/4"=1'-0" �.l3/4"=1'-0" 42 o ' CONSTRUCTION SET c RICHARD SKINNER ■ & AS9OC4ATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -671 0 Lic. #. AR 0013338 3/4" PLYWOOD I X "V" GROOVE TYPICAL +2 2'-7 1/2", ARCH I T E C T Consultants Structural Enginers Group McVeigh & Mangum Engineering, Inc. Haddad Engineering, Inc. Jacksonville Engineering & n.. R- I I U N FAC Testing Company FIBERGLASS 5ATT5 j Seal — — — — — — +22'-7 10 I d � +21'-10 I " `Cf ivy , .. Q. N CAP FLASHING BITUTHANE OVER METAL FLASHING °...add. g h ° I - d° o r G" FIBERGLASS m + 1 VAR IES +9-9 OPEN ..: d 4.. T 6„ G -------- all d PORCH - PETWAY -- :d � G° `G ° — BEACH HOUSE FLASHING 1601 Beach Avenue j 2 1/2" 4 I Atlantic Beach, Florida ? j I 32233 a. I o I °d o I 2X SLEEPERS . NEW 1 _ WRAP OPENING W/ m ° + 12 9 ° RESIDENCE BITUTHANE OR COAT W/ VULKEM 1 101 ° d 5.1 Q , 11211 T . 4 I Z dO - . "-' O CLR a _ A CD w - 24 O ISSUE ~ NL SEE SCHEDULE18" O.C. — m no. date description I Q I I 9/27/02 DEP APPROVAL #4 @ °< 2 2/10/03 PRICING OVER OPEN I NGS COAT W/ Q 3 3/14/03 ADDENDA#I V VULKEM o fir. U 8X8 LINTEL W/ (2) #4 CONT. ° `r I REVISIONS 9 ° no. date description N GARAGE 5.1 I 0 I 1 3/14/03 ADDENDA#I QTRACK CD ° O o +O'-O" = — — COAT PITT W/ — — — — c Ln +2'-G" NGVD VULKEM 10 1 \ VARIES COAT W/ VULKEM CL — — 10 1 - 4' MIN 5/4"X4" DECKING 4° TO G" W/ I/I G" SPACE P.T. WOOD — 5TAINLE55 STEEL BETWEEN CONNECTORS cn -1'-O 3/4" P.T. WOOD �� LI TERMITE SHIELD \/\/\j\\j\j\j\ o \ \ \ \ \ \ � Scale: 3/4 = I -O cv I I (ALUM) Project No.: 0 105 N \/\/\/\/ / / J J. \�VAjAAjAAjAA � da . _ BEACH SAND SEE STRUCTURAL \\\\\\\\j\\/\\/�\/�\ Drawn by: DBC II — COAT CONC. � LEDGER a // // // / Q ° F a ° : a BOARD W/ VULKEM 10 1 • II \/\ \ — FOR CONNECTOR Checked by: RIGS 9 \ \ \,\\ \ Sheet Title \ \ \ \ WALL ,,,./,,%,%, //\//\//\//� SECTIONS Q ��\;/\\/\\/\ L c Sheet Number WALL WALL WALL WALL A_ 4 SECTION 3 SECTION 2 SECTION � � 1 SECTION of I Lt J= 4.2 3/4 .1 -0 4.2 a 4.2 3/4 .1 -0 4.2 3/4.._1.-0,. 42 m 0 CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2245 St.Johns Ave. Jacksonville, Fl. 32204 904 - 387 -671 0 Lic. #. AR 0013338 im I I I I a I ° I I I I I ARCH I T E C T I I I I ° ° Consultants ° Structural Enginers Group McVeigh & Mangum BITUTHANE OVER Engineering, Inc. - PLYWOOD Haddad Engineering, Inc. Jacksonville Engineering & I q _ Testing Company I I I Seal FLASHING 5.1 w _ LAP I 4 FM #8706 I ' I ' I I (TYPICAL) PITCH 3 2X FURRING ° __...... ,I COAT CONC. WOOD DECK 1 I I W/ VULKEM 350 *351 ° N — +101-111, rp SLOPE n1 cV ° N BITUTHANE OVER METAL O FLASHING (T(PICAL @ 2 CD ° a o — I 3 PITCH - — ALL ROOF WALL __ ASSEMBLE) LAP JOINT ep U _ 12 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - _ _ 5.1 12 rik 8'-9 1121- roP of . I I q PITCH — d BEAM ° BEACH HOUSE I CAP FLASHING _ - -- 1601 Beach Avenue Atlantic Beach, Florida 32233 I I 1 NEW RESIDENCE I I ISSUE I no. date description 1 9/27/02 DEP APPROVAL 2 2/10/03 PRICING ' I I 3 3/14/03 ADDENDA#I I #5 DOWELS @JAMBS @ (I)#4 CONT. _ . _ _ I 4'-0" O.C. I } I ._...-.... REVISIONS +0'70"- — — — — — — — — +0'70 no. date description M I ° 1 3/14/03 ADDENDA#I o I STONE OR TILE WOOD DECK SETTING BED COAT W/ V LKEM 101 TO 4' FROM -- SPACE BEHIND CONDITIONED SPACE LEDGER FOR � a. WEEP 9 M • a �' O a, a. Scale: 3/4"= I '-0" F Project No.: 0105 Drawn by: DBC Checked by: RGS I Sheet Title tA WALL SECTIONS Sheet Number -a WALL WALLWALL WALL 4 SECTION 3 SECTION ( i'_'� SECTION . 1 SECTION of m4.3 3/4"=1'-0" 4.3 3/4"=1'-0" 4 3 3/4"=1'-0" 42 Q` �� CONSTRUCTION SET ■ DOOR SCHEDULE N WINDOW SCHEDULE RICHARD SKINNER EXTERIOR . _ ■ & ASSOCIATES ■ MARK RM. NO. SIZE MATERIAL REMARKS ARK LOCATION SASH SIZE yV X H TYPE HD.HT. H S>�./aPRON REMARKS 2 2 4 5 St.Johns Ave. CnA LIVING ROOM 7211 X 9GIIFIXED 81-011 PAINT PAINT 1 2 5/4"X3 1/4" Jacksonville, FI. 32204 - � ►.� N 9 - 387 -671 0 w FM#87 N B LIVING ROOM 3G" X G8" DOUBLE HUNG, WEIGHT t- CHAIN 8'-0" PAINT PAINT 1 2 5/4"X3 1/411 9 0 #. AR 0 6 7 1 0 E-4 C DINING ROOM 44" X 54" FIXED 8'-O" PAINT PAINT 2 2 NA ►� r�i � O� p W W E"� iJ w x E-' 1.Y, D UTILITY, GARAGE, ATTIC 28" X 4G" CASEMENT VARIES PAINT PAINT 1 2 5/4"X3 1/4" O Q ►—, �—, a w w z w O w ►�'� E-' Z E-4 Z � a '"ALL EXTERIOR DOORS TO HAVE OPERABLE N E DEN 42" X GO" FIXED 7'-G" PAINT STAIN I 2 5/4"X3 I/4" �.+ E'' r� ►moi E-+ E"' w w Z w H EXTERIOR HANDLES AND LOCK SETS ,n F DEN 20" X GO" DOUBLE HUNG, WEIGHT * CHAIN 7'-G" PAINT STAIN I 2 5f4"X3 1/4" 100 PORCH FOYER 3'-0" 7'-G" 1/4" 2 PAINT PAINT �/ HOUSE DOOR G DEN, BEDROOM #2 32" X GO" DOUBLE HUNG, WEIGHT # CHAIN 7'-G" PAINT PAINT 1 2 5/4"X3 1/4" STAIN @ DEN EXTERIOR BATH # 1 2'-8" 7'-G" 2 1/4" 3 PAINT STAIN GARDEN DOOR W/FROSTED GLASS H KITCHEN 48" X 54" CASEMENT 8'-O" PAINT PAINT 1 2 5/4"X3 1/4" ROLL5CREEN 101 �/ ,�� 5/4" PVC CASING A R C H I T E C T 102 PORCH KITCHEN 121-01' 8'-0" 1/411 4 PAINT STAIN v L�IL�IDING W/ MATCHING 5CREEN5 W/ MUTTIN5, STILES +� J BEDROOM #2 (2) 32" X GO" DOUBLE HUNG, WEIGHT * CHAIN 7'-G" PAINT PAINT 1 2 5/4"X3 1/4" ROLL5CREEN EGRESS rl03 PORCH LIVING RM. 3'-O" 8'-O" 2 I/4" 5 PAINT PAINT �/ GARDEN DOOR W/ ROLLSCREENS K BATH #2, DRESSING 32" X 32" AWNING 7'_G" PAINT PAINT 2 2 NA Consultants 1 HEAD CASING Structural Enginers Group L MASTER BEDROOM 40" X GO" DOUBLE HUNG, WEIGHT CHAIN 7'-G" PAINT STAIN 1 2 5/4"X3 I/4" McVeigh & Mangum 104 PORCH LIVING RM. 3'-O" 8'-0" I/4" 5 PAINT PAINT �/ GARDEN DOOR W/ ROLLSCREENS 3"= 1'-0" 105 OV. PORCH LIVING KM. G'-0" 8'-0" 1/4" G PAINT' tPAINT �/ LIFT SLIDING 5■0 M MASTER BEDROOM 4G" X 90" DOUBLE HUNG, WEIGHT * CHAIN 7'-G" PAINT STAIN 1 2 5/4"X3 1/4" ROLL5CREEN-"M","N",VO" MUNTIN5 TO ALIGN Engineering, Inc. Haddad Engineering, Inc. 106 OV. PORCH LIVING RM. G'-O" 8'-0" 2 1/4" G PAINT PAINT �/ LIFT SLIDING N MASTER BEDROOM GO" X 90" FIXED 7'-G" PAINT STAIN 1 2 5/4"X3 1/4" "M","N",*"0" MUNTIN5 TO ALIGN Jacksonville Engineering & " O MASTER BEDROOM 32" X 90" DOUBLE HUNG, WEIGHT * CHAIN 7'-G" PAINT STAIN 1 2 5/4"X3 1/4" ROLL5CREEN-"M","N",*"O" MUNTIN5 TO ALIGN Testing Company 10'7 EXTERIOR GARAGE 2-8 7-O 2 114 8 PAINT PAINT HOUSE DOOR 108 EXTERIOR GARAGE 9'-0" 8'-0" 2" I PAINT PAINT CUSTOM IMPACT RE515TANT P MASTER SUITE 23" X 23" FIXED * AWNING 7'-G" PAINT PAINT 1 2 5/4"X3 1/4" Seal 5 I/2" 109 EXTERIOR GARAGE 9'-0" 8'-0" 2" 1 PAINT PAINT CUSTOM IMPACT RESISTANT Q STAIR HALL * GUEST BR. 30" X 30" FIXED * AWNING 14'-O" OFF PAINT PAINT 1 2 5/4"X3 1/4" LANDING 110 FOYER DEN (2)-2'-8" 7'-G" 1 3/4" 9 PAINT STAIN POCKET DOORS = R BEDROOM #3 GO" X GO" AWNING 7'-O" PAINT PAINT 1 2 5/4"X3 1/4" MATCH HORIZ. MUNTIN OF "Q" E • � 111 FOYER BATH # 1 2-8 7-G 1 3/4 10 PAINT STAIN 5 SITTING, BEDROOM #3 32 X 32 AWNING VARIES PAINT PAINT 1 2 5/4"X3 1/4" 112 BATH # I SHOWER 2'-O" G'-O" I/2" 12 �/ T ATTIC I8" X 50" FIXED 0-8" PAINT PAINT 1 2 5/4"X3 1/4" . JAMB CASING - � 113 DINING KITCHEN 2-8 8-O 1 3/4 1 O PAINT STAIN POCKET DOOR PAINT @ DINING ROOM 51DE U STAIR HALL 1 08 X 32 FIXED 15-4 OFF PAINT PAINT 1 2 5/4"X3 1/4" 3"= 1'-0" 2nd FLOG A500 114 DINING KITCHEN 2'-8" 8'-0" 1 3/4" 10 PAINT STAIN POCKET DOOR V GUEST HOUSE BATH 30" X 42" FIXED G'-8" PAINT PAINT 1 2 5/4"X3 1/411 115 HALL ELEVATOR 3'-0" 7'-0" 1 3/4" 10 PAINT PAINT W STUDY G5" X ,54" FIXED G'-8" PAINT PAINT 1 2 5/4"X3 1/4" 116 HALL LAU N D RY 2'-8" 7'-0" 1 3/4" 10 PAINT PAINT c-o 31-011 3-0 21-411 31-0 P-611 2-8 41" 11, -011 GI-01i 2-4 117 LAUNDRY MECH. 2'-8" 7'-O" 1 3/4" 10 PAINT PAINT SILL � � I � �� 1 118 HALL CLOSET 2'-G" G'-4" 1 3/4" 1 1 PAINT PAINT N \ - / � _ 11 1 19 HALL GARAGE 3'-O" 7'-O" 13/4" I O PAINT PAINT 1 HOUR FIRE RATED _ m o 1D ELI v FIXED — ij `r p Zv CD ZD -DRIP = o o b "' ui _ �' o �D c0 130 iq Q FIXED FA th FIXED t\ 200 BALCONY BEDRM #3 2'-8" 7'-0" 23/411 7 PAINT PAINT V GARDEN DOOR 5/4" PVC APRON BAY WINDOW EGRESS 201 BALCONY BEDRM #3 2'-8" 7'-O" 23/4 7 PAINT PAINT V GARDEN DOOR 202 BALCONY MASTER BR. 3'-0" 7'-G" 23/4-1 7 PAINT STAIN �/ GARDEN DOOR SHINGLES 19 203 VESTIBULE BEDRM #3 2'-8" 7'-0" 1 3/4" 10 PAINT O O O O O O G O O O O 204 BEDRM #3 CLOSET 2'-8" 7'-0" 1 3/4" I O PAINT „ „ PETWAY SHEATHING 3-G 14 3-I(O 5-O 3-O N� 11-1 I IJ 2-6 5-0' 2-8 16 2-8 2-8 2-8 4.205 BEDRM #3 BATH #3 2'-8" 7'-0" 1 3/4" 10 PAINT = BEACH HOUSE 206 VESTIBULE BEDRM #2 2'-8" 7'-O" 1 3/4" 10 PAINT = `� - 1601 Beach Avenue 20'7 BEDRM #2 CLOSET 2'-8" 7'-0" 1 3/4" 1 O PAINT ' N NLL\, N N Atlantic Beach, Florida U 8 �� `n ca iD FIXED Ln AWNING BEDRM #2 CLOSET 2-8 7-O 1 3/4 1 O PAINT AWNING FIXED _� FIXED FIXED FIXED 3 209 BEDRM #2 BATH #2 2'-8" 7'-0" 1 3/4" 10 PAINT TYPICAL SILL FIXED r2 FIXED 210 BATH #2 SHOWER 2'-O" 7'-O" 1 3/4" 12 , V FRAME LE55, TEMPERED GLA55 SHOWER DOOR A5.0 3"= 1'-0" 211 M5TR VEST. DRESSING 2'-8" 7'-O" 1 3/4" 10 PAINT NEW 212 DRESSING M5TR VEST. 2'-8" 7'-0" 1 3/4" 10 STAIN L N P RESIDENCE 213 M5TR VEST. CLOSET 2'-8" 7'-0" 1 3/4" 10 STAIN O O „ O O O ® O O O O 5-5 214 CLOSET MAKE-UP 2'-8" 7'-0" 1 3/4" 10 PAINT Z-GII 215 MAKE-UP TOILET 2'-G" 7'-0" 1 3/4" 10 PAINT NOTE: ALL WINDOWS * DOORS ON NORTH, SOUTH, AND WEST SIDES ARE LAM. CLEAR GLASS. ISSUE 216 M5TR BD. TOILET 2'-8" 7'-O" 13/4" 10 STAIN w FIXED ALL WINDOWS * DOORS ON EAST 51DE TO HAVE 45% REDUCTION IN TRAN5MITANCEY. HEAD HEIGHT IS FROM FIN. FL.TO SASH- SEE FIN. 5CH. FOR INT.CA5ING. m no. date description 21 '7 DRESSING M5TR BATH 2'-8" 7'-O" 1 3/4" 10 PAINT � o I 9/27/02 DEP APPROVAL 218 M5TR BATH SHOWER 2'-O" 7'-0" 1 3/4" 12 �/ FRAME LESS, TEMPERED GLA55 SHOWER DOOR Q 2 2/10/03 PRICING 219 M5TR BATH CLOSET 2'-8" 7'-0" 1 3/4" 10 STAIN 3 3/14/03 ADDENDA#I 220 MSTR VEST. CLOSET 2'-8" 7'-0" 3/8" 10 PAINT 221 M5TR VEST. ELEVATOR 3'-O" 7'-0" 1 3/4" I O PAINT 222 STAIR HALL SITTING 2'-8" 7'-0" 1 3/4" 101 PAINT 223 SITTING ATTIC 2'-8" 7'-0" 1 3/4" 10PAINT WINDOW ELEVATIONS 1/4"=1 '-0" SEE FLOOR PLAN FOR SWING/HINGING REVISIONS DIMENSIONS ARE SASH SIZES @a HEAD & SILL HEIGHTS no. date description G01 EXTERIOR GARAGE I G'-0" 8'-0" 2" 13 PAINT PAINT CUSTOM IMPACT RESISTANT A5SED I 3/14/03 ADDENDA#I G02 PORCH OFFICE 3'-O" 7'-0" 2 1/4" 4 PAINT STAIN V GARDEN DOOR G03 PORCH OFFICE 3'-0" 7'-0" 2 1/4111 4 PAINT STAIN V GARDEN DOOR „ � E F G04 BALCONY BEDROOM 8'-O" 7-O" 2 I/4 G PAINT PAINT LIFT SLIDING G05 GARAGE STAIRWELL 3'-O" 7'-0" 1 3/4" 101 PAINT I HOUR FIRE RATED � 07 3 G 0 6 STAIRWELL MECH 2'-0" 7'-0" 1 3/4" 101 PAINT G0'7 KITCHEN OFFICE 2'-8" 7'-0" 1 3/4" 10 PAINTLLJ H] EE EE (�08 KITCHEN VESTIBULE 2'-8" 7'-0" 1 3/4" 10 PAINT 0 o G09 VESTIBULE BEDROOM 2'-8" 7'-0" 1 3/4" 10 PAINT 0 ® © ( ® Scale: AS NOTED Project No.: O 105 G10 x Drawn by: DBC BEDROOM CLOSET 2'-8" 7'-0" 1 3/4" 10 PAINT G11 VESTIBULE CLOSET (2) P-4" 7'-0" 1 3/4" 14 PAINT BIFOLD I Checked by: RG5 G12 VESTIBULE BATH 2'-8" 7'-0" 1 3/4" 10 PAINT f FR�, Sheet Title CL G 13 BATH SHOWER 2'-0" G'-0" 1/211 12 �/ FRAME LESS, TEMPERED GLA55 SHOWER DOOR LE$ ' ` DOOR/WINDOW EE G _9 D ® G 5 1 SCHEDULE & r SHOWS _ p DOOR ! N I DETAILS O9 10 II 12 13 14 Sheet Number DOOR TYPES '_ �' AIIiiIiIiiIiiiIIIIiiIi 0 1/4 1 0 SEE FLOOR PLAN FOR SWING/HINGING 5 ,* LL; of U 42 ac "blvd_ Ittol � CONSTRUCTION SET RICHARD SKINNER I FLASHING ■ & ASSOCIATES ■ _ / \ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 04" t � � LO3 ic. #. AR 0013338 / m — — 2 10 m Ln m 6° ARCH I T E C T 3'-103/4" \ Consultants 711 N BRACKET #I * Structural Enginers Group McVeigh & Mangum _ Engineering, Inc. HaddadL9 --L4 JW Engineering, Inc. a o _ ,acksonville Testing Company & a N m Seal N fh i y N �I — — W • f ' � C l � = � 5/,5" 4 BRACKET DETAIL #4 1 1/2. 1 1/2. 1 112. 1 1/2• 2 I/2.. 2 /g 115/'5 2 1/2�� CAP FLASHINGk�7,7177� A5■1 3/4"=1 '-0" FURROUT CROWN 3/8° 7 BRACKET DETAIL #1 4,- \� \ E \ A5.1 3 1 ' 0" RECE55 TO RECEIVE A5� \ 14 5HINGNAILS LE5 AND HIDE FACE /A 5■1 SIM. m m I ri0 E.. m PETWAY 5.1 _ TYPICAL BEACH HOUSE 14 CAP FLASHING /8 /8 /4 /8 /8 = 1601 Beach Avenue 1 1 1 � 2 1 1 1 �� I �� A5.1 3/4" '�" 3j8 /8 _ Atlantic Beach, Florida ri I DETAIL 1 4 ' 32233 A51 SIM. _ DOOR SILL \ - 1I/2�� 31/2„ 11/2„ \ — ��, �, NEW LEAD COATED _ vE vE COPPER PAN =� 3/8, 3/5 3/8�� 3/8, \ m RESIDENCE _ COAT L 2ND LEAD COATED 3 DETAIL FLOOR SLAB COPPER PAN `� =N TO 4' BACK W/ VULKEM WOOD OR N Ln i — A5.1 3/4".1 '-0" ISSUE TILE no. date description SEALANT ` \ 1 9/27/02 DEP APPROVAL TILE OR, p 5TON 2 2/10/03 PRICING _ a VULKEM 350 CONCRETE � 35 I _1_p DETAIL _ 4 SETTING BED i I O VULKEM 350 - in L i 1CRE i c A5■ �+r_ �_ 1t f- 351 6 DETAIL DETAIL _ = _ �� A5.1 1 1/2" 1 ' 0" REVISIONS m no. date description 13 BALCONY DOOR 7m _N _ _ _ A5.1 3"-1 ' 0" 3 - 3 /4 \ 2 I/2 8.1 1 1/2 7 I/4 LnLn — O co a = 2 BRACKET DETAIL #2 „ A5.1 „ -0. 3/4 105/8 3/4 1 !/2 3 l Ln 41 1p 3/ I Scale 1/411= 1 011 0 /2 Project No.: 0105 Drawn by: RSB Checked by: RGS = N N Sheet Title m - EXTERIOR 23/ " _ DETAILS V) N Sheet Number 2 U - ai I I/2 c A� 5 0 1 I/2„ 23/4„ 1 '-5" 12 DETAIL Ir 8of DETAIL 9 DETAIL 0 5 BRACKET #5 ('1') m 0 A5.1 A5.1 BRACKET DETAIL #1 42 3„_1 ,_0„ 3„_1 ,_0„ A5.1 3„=1 ,_0„ A5.1 _ ,_ �, A5.1 ,� „ 1 1/29V �j�V� 11/2 1 -0 CONSTRUCTION SET RICHARD SKINNER 3/4" VERTICAL & ASSOCIATES 0 WOOD FURRING 3/4"VERTICAL SHINGLES I 2 2 4 5 St.Johns Ave. WOOD FURRING Jacksonville,e, FI. 32204 SHINGLES � . INSULATION INSULATION 9 0 4 - 3 8 7 -6 7 1 0 3/4" HORIZONTAL 3/4" HORIZONTAL WOOD FURRING Lic. #. AR 0013338 � WOOD FURRING WOOD HEADER WOOD FRAMING GYPSUM BOARD SHINGLE OR TRIM BOARD I LAYER OF 30LB FELT INSULATION COPPER HEAD FLASHING PEEL*STICK CONCRETE LINTEL GYPSUM BOARD— OVER VERTICAL COPPER HEAD FLASHING PEEL 4 STICK OVER FLASHING FLASHING CONCRETE LINTEL _ PEEL*STICK FURRING OVER VERTICAL COPPER HEAD FLASHING \ FVaSHING PEEL# STICK PEEL*STICK ^ R C u I T G C FURRING OVER VERTICAL LEAD COATED COPPER FLASHING PEEL STICK OVER A ( 1 OVER WOOD BUCK FLASHING I/2" PLYWOOD SHEATHING MASONRY PEEL* STICK PEEL*STICK P.T. WOOD BUCK \ Consultants P.T. WOOD BUCK OVER SHEATHING OVER WOOD BUCK � SET IN SEALANT BED SET IN SEALANT BED WOOD CASING Structural EnRlnerS Group c elg angum PEEL�STICK �� R' '„�— OVER WOOD BUCK EXTERIOR CASING EXTERIOR CASING JdC SOnV1�I ngineerin & AS REQUIRED Testing EXTERIOR CASING JAMB CASING Company JAMB CASING g CoP y I I DOOR ASSEMBLYSET IN SEALANT BED Seal I WINDOW ASSEMBLY WINDOW ASSEMBLY I SET IN SEALANT BED SET IN SEALANT BED PEEL STICK WRAPPED OPENING r ``,i 4 HLAD EAD PEEL STICK ATTACHED TO TYVEK OVER j h EAD SHEATHING AND TO THE WINDOW JAMB (WINDOW REMOVED FOR CLARITY) KEEPS WATER INSIDE THE DRAINAGE CAVITY FROM ENTERING THE WINDOW OPENING. OF O�Q�N 3” WINDOW ASSEMBLY WITH FLEXIBLE MEMBRANES, WRAP ALL THRESHOLD OPENINGS TO BRIDGE THE GAP BETWEEN COPPER THROUGH SILL FLASpj� FRAMING AND METAL FLASHING.HING SET IN SEALANT BED � END DAM NAILED TO FRAMING PEEL STICK PITCH TO OUTSIDE I I / OVER WOOD BUCK COPPER FLASHING PAN SILL APRON (SEE DETAIL) I I SET IN SEALANT W/ALL THROUGH PAN \ \ SILL MOULD I I ANCHORING PENETRATIONS / VARIES (SEE DETAIL OF SILL* FLOOR THICKNESS) DOOR ASSEMBLY SEALANT WOOD SILL I I TO BE EMBEDDED IN "VULKEM" I / METAL FLASHINGS ARE FORMED TO FIT CONTOUR. ( I FINISHED FLOOR J/ WELD OR SOLDER ALL LAP JOINTS. P.T. WOOD BUCK PEEL STICK OVER COPPER THROUGH SILL / �\ (PITCH PAN TO EXTERIOR) SET IN SEALANT BED BUCK SHEATHING FLASHING PAN I , PETWAY 16 OZ. COPPER THROUGH I i WALL SILL FLASHING SEALANT TREAD (SEE SPEC.) BEACH HOUSE PVC SILL PVC SILL `1 PVC APRON P.T. BLOCKING AS REQ. BEND OVER 1601 Beach Avenule -- PVC APRON TRIM BOARD _ Atlantic Beach, Florida \ • FLASHING TO HORIZ. SURFACE 3 2 2 3 3 FURRING I G OZ. LEAD COATED STRUCTURE I G OZ. COPPER THROUGH GYPSUM BOARD COPPER THROUGH WALL WALL SILL FLASHING SILL FLASHING (TYP.) 2„ INSULATION (SEE SPECS.) \ 3/4 HORIZONTAL � WOOD FURRING • NEW PEEL STICK OVER RESIDENCE SHINGLES PLYWOOD SHEATHING SILL SHINGLE DRIP EDGE 3/4" VERTICAL WOOD FURRING NOTE: 1/2" PLYWO C SHEATHING ISSUE LEAD COATED COPPER FLASHING SHALL BE 160Z. PEEL*5TIC OVER 5HEATHING n0. date description ALL FLEXIBEL FLASHING (PEEL & STICK) TO BE OR, Y S i LL 1 9/27/02 DEP APPROVAL S 1 LL INSTALLED/APPLIED IN ACCORDANCE WITH 2 MANUFACTURERS SPECIFICATIONS 2-/10/03 PRICING WINDOW FLASHING DETAIL 1 1A11F �� ..r. .-� A ■■ �A� /"--� 3 3/14/03 ADDENDA#I 3" _ �'-�" .• _ DOOR FLASHING DETAIL 3 -5■ 3 ' .° _ 3" _ ,1.°1, WINDOW FLASHING DETAIL 4 -5 -5 INTERIOR FINISH INTERIOR FINISH ■ INSULATION FURRING INSULATION WOOD FRAMING MASONRY MASONRY REVISIONS WOOD SILL FURRING �D no. date description JAMB CA51NG JAMB CA51NG I 3/14/03 ADDENDA#1 � JE� 11I Al (TYPICOOD BU K PEEL STICK OVE R P.T. WOOD Irj --- z (TYPICAL)— BUC BENT TAB JJ i l w END DAME C --- ;11 CID O O � + G" ROUGH OPENING G" Gil ROUGH OPENING G" 0- PEEL S) (TYPICAL) Scale: 311= 1 -0" N I PEEL*(TYPIC5j IC OPPER FLA5 IN PAN Project No.: 0 105 FINISH FLOOR Drawn by: DBC .:4 PEEL�STICK WINDOW ASSEMBLY DOOR ASSEMBLY FLASHING BEHIND LOWER Checked by: RGS MCD OVER VERTICAL P.T. WOOD BUCK FLANGE OF PAN TO FLASHING PEEL STICK SET IN SEALANT B D HORIZ. SURFACE BELOW Sheet� PVC CASING OVER VERTICAL WOOD FURRING eet Title 1141. PEEL STICK PVC SILL PVC CASING FLASHING SHINGLES FLASHING (U OVER WOOD BUCK 3/4" HORIZONTAL MASONRY WOOD FURRING PEEL*STICK PEEL#- STICK PEEL STICK SHINGLES OVER WOOD BUCK OVER VERTICAL OVER WOOD BUCK 3/4" VERTICAL PLYWOOD SHEATHING FLASHING * MASONRY FLEXIBLE F DETAILS JAMB m LASHING FLEXIBLE & METAL FLASHING WOOD FURRING JAM !../ JA M B SILL @a WINDOW OPENINGS @a DOOR OPENINGS Li DETAIL DETAIL 6 N.T.S. - ETAIL 7 5■ N.T.S.S. _ N.T.S. DETAIL 8 DETAIL 9 16 OZ. LEAD COATED 5. COPPER � 5e2 j -5■ N.T.S. N.T.S. -5■ -5■ FLASHING PAN @a DOOR & WIND A Q,/,/ of 42 140% ath '%,%)c CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -671 0 Lic. #. AR 0013338 m ARCH I T E C T Consultants Structural Enginers Group McVeigh & Mangum Engineering, Inc. Haddad Engineering, Inc. Jacksonville Engineering & Testing Company Seal /. t i ----------------- ------ - -- ----------- y_ 7. O ----------- 0 i O PETWAY �- BEACH HOUSE 71 0 - 0 601 Beach Avenue e ue 19 Atlantic Beach, Florida L L 32233 o a 0 NEW RESIDENCE � I - Q p ® ® ! ISSUE no. date description 1 9/27/02 DEP APPROVAL 2 2/10/03 PRICING 3 3/14/03 ADDENDA#I TEEi I ILL=- Ij ® � 00 3 O REVISIONS no. date description ' Q 1 3/14/03 ADDENDA#I Ln 0 0 L)_ w� 0� W0 aZ a. M Ln M Scale: 1/411= I '-0" M .1st . FLOOR REFLECTED CEILING PLAN Project No.: 0105 1 /4 it= 1 Iwo11 Drawn by: DBC Checked by: RG5 Sheet Title .V FIRST FLOOR O REFLECTED CEILING c N Sheet Number A� 6 * 1 -a .c c� E c of Cie �� 0� 1Vc� 42 CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -6710 Lic. #. AR 0013338 ARCH I T E C T Consultants Structural Enginers Group McVeigh & Mangum Engineering, Inc. Haddad Engineering, Inc. Jac sonvil a Engineering & Testing Company Seal o ® o I �p p ■ o ® i I 9� I I � s L _ � I .I O ® PETWAY BEACH HOUSE 1601 Beach Avenue i --- 0 Atlantic Beach, Florida 32233 CM ® NEW RESIDENCE o i i I ISSUE ® I no. date description I 9/27/02 DEP APPROVAL i 2 2710/03 PRICING 3 3/14/03 ADDENDA#I 0 �— REVISIONS 0 - o no. date description a z 1 3/14/03 ADDENDA#I 2nd , FLOOR REFLECTED CEILING PLAN -� 1/4 =1 ' 0" 3 N tp Q in O r O Scale: i/4,,= Project No.: 0105 Drawn by: XXX Checked by: RG5 CL ►.n Sheet Title In o , 2ND FLOOR N REFLECTED :CEILING Sheet Number A� 6 * 2 W IVOk of U 0 0 42 CONSTRUCTION SET 7777 OF INTERIOR FINISHES SCHEDULE 3/4 SPACE FLOORS BASE AINSCT WALLS CEILING CORNICE CASING REMARK 2 2 4 5 St.Johns Ave. NUM W W g Q a a o In J47 TE: SEE INTERIOR Jacksonville, Ft. 32204 Ce g g m aa. m a- a- o o o ELEVATIONS FOR 9 0 4 - 3 8 7 -6 7 1 0 n ►• m r n. a. FURTHER Lic. #. AR 0013338 > g I o r Y Q p a U g a. a ee x W m m a v 0 m m a. W z a W INFORMATION I W W Z Z Y I J_ W ._J O X J C� J C� O X ~ y ~ W U U U 1- Z J I-- = 0- t- W t- O p- d W�'- >a 5' W G U = O d U -' ~ 0 U Q V in O< W = _ Li, W O Q F- N U CL Q m U Q m W N Q m d U .� 0 ,,�H F N N ,..N a Q W W W Q W }W.. --L F- W J = Q 0 Q a Q N_Vl Z CO 00 00 Z N_ i- F- Q Q W O a aW d a = W O \ WOW Q X X Q O W \ W X X x � = cW.� ca.> > v~i ate. 3 i= i= cW.� � i= U U 3 n v �� a .- •- 1 2 3 4 5 6 7 8 9 10 it 12 13 14 15116 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34135136 37138139140 41;42 43 441401.4 100 ENTRY PORCH 8 i 35 A R C H I T E C T L' 101 LIVING PORCH _ 7 21 d 8 21 35 102 OCEAN PORCH Consultants 103 DECK 8 21 Structural Enginers Group 104 GARAGE 6 22 31 McVeigh & Mangum 105 FOYER 2 11 28 Engineering, Inc. 824 106 HALL z li 28 Haddad Engineering, Inc. -� zs )ac sonville Engineering & it m �4 :� 107 HALL 2 Testing Company z _ zs 108 STAIR 25 ASE TYPE-B 3 BASE TYPE-C. los COAT CLOSET zlit— i2 Seal 1 BASTYPE-A 2 B 11 o DEN 2 11 26 33 E A-7 SCALE: 6"=l'-O" 12 27 35 A-7 SCALE: 6"=1'-0" 111 BATH 1 1 A-7 SCALE: 6"=1'-0" FOUND IN LAUNDRY 27 CL05ET ROOMS 112 KITCHEN 1 28 34 I /2" PLYWOOD 113 LIVING ROOM 12 PLYWOOD DINING 2 I it / 114 D 15 ` 3/4 WOOD 115 MECHANICAL 1 3/4 WOOD 116 LAUNDRY 1 15 25 9 i 35 200 BEDROOM 3 BALCONY 7 35 201 MASTER BALCONY 7 2 11 17 9 202 STAIR HALL 17 203 VESTIBULE 2 11 11 17 X 3 1/211 X I 204 MASTER VESTIBULE 2 35 3 1/211 2 1141, CROWN 205 BEDROOM 3 VESTIBULE 2 11 25 2 1141, CROWN 35 206 BEDROOM 3 z _ 11 25 12 25 9 207 BEDROOM 3 CLOSET z - 24 30 5/4" X5" 208 BATH 3 3 I i 13 1/2 WOOD 35 BEDROOM 2 z �_ 11 25 209 25 9 210 BEDROOM 2 CLOSET z iz 12 25 9 211 BEDROOM 2 CLOSET 2 212 BATH 2 3 13 1 24 30 PETWAY _ 5/4" X5/4" CAP 3/4" PANELING 213 BATH 2 SHOWER 3 23 32B EACH HOUSE 1121, PLYWOOD 214 MASTER DRESSING 2 11 27 35 2 11 27 3g' 1601 Beach Avenue 3/4" PANELING STUD WALL 215 MASTER VESTIBULE 2 11 27 35 Atlantic Beach, Florida 216 MASTER BEDROOM 2" PLYWOOD 4 ! 11 z5 9 32233 1/ 217 MASTER CLOSET "(HERS) 3 11� 17 35 / _ STUD WALL 218 MAKE—UP AREA 7 24 219 MASTER TOI T 3 11 2435 220 MASTER BATH 3 11 ,18 i _. 3 23 32 � NEW 4 COCORNICE TYPE A CORNICE TYPE B 221 MASTER SHOWER 25 s 222 MASTER CLOSET (HIS) 4 25 9 RESIDENCE A-7 SCALE: 6"=1'-0'• A-7 SCALE: 6"=1'-0'f 4 FOUND IN ALL I O'-0" ROOMS FOUND IN ALL 9'-0" ROOMS 223 SITTING 25 9 224 ATTIC MECHANICAL 5 — -- 8 910 11 12 13 14 15 16 17 18 19 20121122 23 24 25 26 2712 29130 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 ISSUE 1 2 3 4 5 6 7 no. date description 7 1/4 1 9/27/02 DEP APPROVAL 2 2/10/03 PRICING FRASER MILLWORK#8702 PAINTED PANELING 3 3/14/03 ADDENDA#I 1 /411 11\ ill s CORNICE TYPE C GROOVE A-7 SCALE: 6"=I'-O",,,. .," o��K nc, C A M keinnn 'C fOUNU IN ALL U-V t�Vvrvi✓ liLrLt�I\ vvvvv cREVISIONS , CONDITIONS Q no. date description O I B/�4103 ADDENDA#I o I " SHIP LAP JOINT I/8" REVEAL STEP DOWN 7 WOOD PANEL CASING A-7 SCALE: 6"=I'-O" 5/8" SQUARE ( c I MITERED STOCK � ! CORNERS Scale: AS NOTED M ! I GYPSUM Project No.: 0105 BOARD Drawn by: DBC I it X 4" 5/4" 5Q. Checked by: RG I - CA51NG BACKBAND I I � = Sheet Title 3l4"ff PANELING 5/8" 5QUARE INDOW/DOO �4 FINISH STOCK OPENING SCHEDULE WALL i INDOW/DOO = N 3/41 X CONSTRUCTION OPENING PANEL DETAILS PER PLANS, 0 2X STUD �C5ECTION5 1 , I m COFFMAN #C-6210 Sheet Number A74oO C I X 4" 5/4„ 3/4 " - C N TAPER BACKBAND PANELING CASING of N 42 cc - LL/APRON DET. 10 TYPICAL PANEL MOLD DET. s CASING TYPE-B AND SI CONSTRUCTION SET E ASING TYPE-A AND SILL / APRON A-7 N.T.S. Nokbeulv\ '%�v d o, 8 C A-7 N.T.S. A-7 SCALE: 3"=I'-O" N.T.S. m 0 RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -6710 ---- Lic. #. AR 0013338 i ZD , ARCHITECT 1 e Oo - o Consultants PA 4ELIN G Structural EnJners Group BAY wlNDow j McVeigh & Mangum � � ® Engineering, Inc. Haddad Engineering, Inc. i L2Jacksonville g En ineerin & - Testing.Company 7777= �— FLAT Q PANEL 31/2„ � A-7 Seal L 0 LJ L m N o© 0 32"x84" PR. OF POCKET 32 x84 DOOR TO , DOORS INTO FOYER FOYER � y r2_N� DEN/OFFICE/BEDROOM 1 r3'� DEN r4_'� BATH 1 ?1 DEN/OFFICE/BEDROOM 1 7•� WEST 7'1 NORTH 7.1 NORTH SOUTH f7_ _ .._.....-_.... - TILE CEILING 00 0o —. II i PETWAY 1x8WOOD ' O SHOWER j DANE ING COFF'MAN #C-62 10 BEACH HOUSE O (MAHOGANY) MIRROR BY m 0 p OWNER TRANSLUCENT O 501-11 WHITE GLASS f– p o 0 0 0 o __ _ _ �- 1601 Beach Avenue , � 0 - o �� Atlantic Beach, Florida _._ 32233 SOLID m NEW RESIDENCE 54"x 84" CASED OPENING DINING ROOM 54"x 90" TEMPERED 3/8" FRAM LE55 GLA55 TO HALL 107 GLA55 EXTERIOR DOOR SHOWER 7 BATH 1 8 FOYER ISSUE 5 BATH 1 61 BATH 1 7•� WET 7.1 NORTH no. date description EAS 7.1 T SOUTH S 1 9/27/02 DEP APPROVAL 2 2/10/03 PRICING 3 13/14/03 ADDENDA#I REVISIONS no. date description I I 13/14/03 ADD NDA 1 I � i I i X 8 WOOD ANE ING Z) Q I Scale: 112"= I1-011 0 Project No.: 0 105 o � i Drawn by: CMB - Checked by: RG5 Sheet Title FIRST FLOOR „ 36"x84" FIRE RATED 54"x 84" CA5ED OPENING DINING ROOM ILL- INTERIOR o DINING ROOM 84" DOOR DOOR5 INTO DEN GLA55 FRONT DOOR ELEVATIONS 32"x84" PR. OF POCKET 40 x 90 I O LT. TEMPERED 32 32"xBATH 1 DOOR TO GARAGE TO HALL 107 Sheet Number 10 FOYER/HALL Jlf HALL 106 9 FOYER 7•� WEST 7'1 NORTH 7.1 SOUTH A� a 7 . 1 of 42 u CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ Johns Ave. \ LF Jacksonville,FI. 32204 _ 904 - 387 -671 0 \ L——— Lic. #. AR 0013338 II NOMINAL IXI \ -- m CORNER TRIM ONE ROD � I \ LL-41-LL-L 11 O OHANGING 5PACE NICHE O 50LID SURFACE ifs o -COUNTER A R C H I T E C T ® ; ® 0 0 Consultants 0 Structural Enginers Group l 1 1 ! McVeigh &nMangum, um Engineering, ! I I ( I Imo_ Haddad Engineering, Inc. LlJacksonville Engineering & 3G"x84" ELEVATOR GO"x 9G" CASED OPENING 32"x84" DOOR TO 54"x 84" CASED OPENING 32"x 80" DOOR TO Testing Company DOOR TO DINING ROOM LAUNDRY ROOM TO HALL I OG COAT CLOSET Seal 1 FOYER/HALL 106/HALL 107 2 HALL 107 3 HALL 107 _ 1 LAUNDRY k 7.1 EAST 7.1NORTH 7.1 SOUTH NO CROWN MOULD --- --- -- i 0 0o PETWAY BEACH HOUSE C? / b _� © _ BAR INK FIXED �— FIXED 0 0 0 0 0 0 0 0 . 1601 Beach Avenue ® 0 Atlantic Beach, Florida o o oo i � � I 32233 i ICE WINE MAKER COOLER LLLL _� ILL— NEW � LLfl - Lu I RESIDENCE 32"x84" DOOR TO 32"x 9G" POCKET DOOR 32"x 9G" POCKET DOOR TEMPERED GLA55 SLIDING DOORS TO PORCH MECHANICAL TO DINING ROOM TO DINING ROOM WEST 1 LAUNDRY 1 LAUNDRY 5 KITCHEN 6 KITCHEN _ �- - - - - - - - - -� ISSUE 7.1 NORTH 7'1 EAST 7.1 EAST 7.1 NORTH no. date description 1 9/27/02 DEP APPROVAL i 2 2/10/03 PRICING SOUTH r NORTH 3 13/14/03 ADDENDA#I EAST 4"BOARDS W/VERY 5MALL V-GROOVE, PAINTED _ REVISIONS OD D0 ! no. date description ! 1 3/14/03 ADDENDA#1 o 00 of o o0 0 00 o I i -_L --1IL L --1 / 5TAINLE55 5TEEL o HOOD M C , r9 '� KITCHEN ISLAND 10 KITCHEN ISLAND o 7.1 NORTH 7.1 EAST C� I I FAqr 48 FRIG I Q DOUBLE Z13 TT JQQINT 3 CM. RA ITE R OVENS �' N TU INL Oq7 ! LID U CE Ln P NELINII G /� UN ER 3G" ELECTRIC COOKTOP ! Scale: 11211= f '-O" 0 Project N . oect o . 10 J O 5 ®Q Z CD m o o -- I o a o ea o o ae Drawn by: CMB I FI D R I FIXED Checked by: RG5 015H L U LAZY WASHER P. A SUSAN _ P E P " E Sheet Title d DRAWER i T R FIRST FLOOR I L-LU IMAI M INTERIOR rn O r ELEVATIONS N g _ (11 KITCHEN ISLAND 12 KITCHEN ISLAND Sheet Number � KITCHEN 7.1 WEST 7'1 SOUTH 71 WEST SOUTH A• 7 1 b of W 1 CY1$�V 42 CONSTRUCTION SET r) 10" EQUAL EQUAL EQUAL EQUAL _ 4X10 ROUGH SAWN SOLID RICHARD SKINNER WOOD BEAMS ■ & ASSOCIATES ■ 4X 10 WOOD BEAM 4X 12 WOOD BEAM 2 2 4 5 St.Johns Ave. N Jacksonville, FI. 32204 904 - 387 -671 0 Lic. #. AR 0013338 I ! � I J I X5 WO)ID PANEL-- A R C H NEARCH ITECT Consultants . Structural Enginers Group � I McVeigh & Mangum Engineering, Inc. Haddad Engineering, ! lEn in ring, Inc. ac lganngUI-T-IN EAT Testing DRAWERS �� o N a � Seal CASED OPENING TO LIVING ROOM 1 DINING/LIVING 2 DINING 7'1NORTH 7.1 EAST QJ Z) 4X 10 ROUGH SAWN SOLID Q WOOD BEAMS z "v 4X 12 WOOD BEAM 4X 12 WOOD BEAM 4X 10 WOOD BEAM I F F-7 ILI ! 001 no O O O I X8 OD PANE 1 8 PANELING O PETWAY _ = PAIN ED OOD MAN EL BEACH HOUSE UJ o N ! Atlantic Beach, Florida 32233 0 M11 STONE OR TILE b U i i 7 I BUIL -IN EAT NEW N �x3o r RESIDENCE ' PIk'E BOX DRAWER : Lt_--__-_---- 3G"X 9G"TEMPERED GLASS FLUSH STONE OR TILE 3G"X 9G"TEMPERED GLASS 32"X 9G" POCKET 32"X 9G" POCKET GO"X 9G" CASED OPENING 3 1/2" 21-10 7/8" 2'-10 7/8" 2'-10 7/8" 2'-10 7/8" Ln r- DOOR TO PORCH HEARTH DOOR TO PORCH DOOR KITCHEN DOOR KITCHEN INTO HALL 106 G" 1/2' 3'-G" 112" G.. 3 I/2" 3 I/2° 3 I/2.. ISSUE r3""� LIVING/DINING 4 DINING no. date description 7.1 SOUTH 7.1 1 9/27/02 DEP APPROVAL WEST 2 2/10/03 PRICING 3 13/14/03 ADDENDA#1 —4X 1�2 ROUGHSAWN SOLID .0..r) =%=Ak ..SHINGLES UV/7 _ EXPOSURE REVISIONS _ no. date description it __ _... 1 3/14/03 ADDENDA# I OQ INA TON Scale: 11211= 1 '-O" 0 Project No.: 0 105 Drawn by CMB Checked b 42° 3�.1+IREE4 y: R65 a ; I FIRST eF FLOOR I f OOR INTERIOR TEMPERED GLASS SLIDING DOORS TO FIXED TEMPERED GLASS WINDOW TEMPERED GLASS SLIDING DOORS TO COVERED PORCH COVERED PORCH N DOOR INTO LIVING ROOM NATURAL CUT COQUINA DOOR INTO LIVING ROOM ELEVATIONS STONE Sheet Number r&'N� LIVING ROOMr6-""� PORCH 101 7•� EAST 7.1 NORTH *. A� 7 . 1 c of 0 42 d D CONSTRUCTION SET / i E i * 2/11/03 3:42 PM 0105-j.1 7 ']loW (� DAVID CASE, 11ji E � ----- -4 70 r s 71` Tf z rn I� r O I� � y Y I e I r I 2/11/03 3:42 PM 0105 E t DAVID CASE, * , pp E t IV 00 - Ox E: 3 6; R i z i i F E i €I 9 I { i E� n I 3 s s RICHARD SKINNER SOFFIT ■ & ASSOCIATES`■ /\ 2 2 4 5 St.Johns Ave. I Jacksonville, FI. 32204 904 - 387 -671 0 Lic. #. AR 0013338 0 MIRROR MEDICINE CABINET ARCH I T E C T q 4 ICI T E EA - L B Consultants ISE LE GE I Structural Enginers Group McVeigh & Mangu �® jI I I I Engineering, Inc. ' wlj Haddad Engineering, Inc. LLLi I LJ _L Jacksonville Engineering & Testing Company 30"x 84"TEMPERED GLA55 30"x 84"TEMPERED GLASS DOOR TO BALCONY 200 DOOR TO BALCONY 200 Seal BEDROOM #3 2 BEDROOM #3 3 BATH #3 4 BATH #3 5 BATH #2 7.2 7.2 7.2 7.2 7.2 WEST SOUTH NORTH SOUTH NORTH J 1, j L� r-- ----------------------- SLOPED --------------------- SLOPED CEILING p ' I i } — 51ZECASINGTO -------------------- T� _ CLEAR SHOWER WALL I __ PETWAY BEACH HOUSE 3G"x 84" DOOR - TO ELEVATOR 2"x 84" DOOR MIRROR _ _.__ , O DRE55ING _ . , 1601 Beach Avenue T COFFMAN ' SHAMPOO,, I #�G210 � � �I Atlantic Beach, Florida MEDICINE o CAB NET32233 _ f. NICHE. = O 50AP NICHE �I I ® � _ oo RESIDENCE SHOWER SEAT SHOWER .._ SEAT _. �. N 32"x 84" DOOR TO I MAST. CL05ET ISSUE 3/8"TEMPS GLASS 32"x 84" DOOR TO SHOWER DOOR 32"x 84" DOOR TO n0. date description J SITTING ROOM _____ _ –––– –_ BEDROOM#2 –� I 9/27/02 DEP APPROVAL BATH #2 ---- - - - ----�- -L_ ---- - - - -- I STAIR HALL LOOKING 2 2/10/03 PRICING 6 BATH #2 7 BATH #2r8- SHOWER 10 INTO MAST. VEST. 3 3/14/03 ADDENDA#1 7.2 SOUTH 7.2 WEST "'2WEST I II I iI--------------------------- ---- ' I I I I BEAM AND DORMER REVISIONS BEYOND no. date description I I I 3/14/03 ADDENDA#I WINDOW IN CLOSET I 9 STAIR HALL/MASTER VESTIBULE BEYOND 7.2 NORTH F � 3 n IL I I-- c �- — - - Scale: 112"= I '-011 Project No.: 0105 i Drawn by: CMB Checked by: RG5 a Sheet Title _-- ® 2ND FLOOR M INTERIOR ELEVATIONS cv I I i Sheet Number LA i i CASED OPENING ATO VEST. 203 32"x 84" DOOR TO VEST. 205 A� 7 . 2a "' STAIR HALL 12 VESTIBULE 203/STAIR HALL of 0 7.2 SOUTH 7.2 WEST 4 > �Lt dt �Cr �VCI 2 D CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -6710 Lic. #. AR 0013338 TT7T T-1 L 777 1,17 — 11 J L�A- T 00 °O °° (7 EE ARCH I T E C T / Consultants 00 PAN LING PIE H [I] H111 I Structural Enginers Group TRANS CENT WHIT LASS McVeigh & Mangum in Engineering, Inc. i I Haddad Engineering, Inc. e e FIXED 11 MARBLE I Jac Testing CopayEngineering & 00 °o ® 1 i Seal o o ° ; I ° °77=7 1 o r 00 WINDOW WINDOWS 32"X 84" DOOR TO 32"X 84" DOOR TO 36"x 90"CASED OPENING MASTER BATH CLOSET 217 TO MASTER BEDROOM y"7 3 MASTER BEDROOM /� 2 MASTER�BEDROOM 1 DRESSING/ MAST. VEST. 7.2 NORTH �EAST 7.2 NORTH EQ. EQ. EQ. 1 1/2" I 112" 1 1/2" CD i� IF— ONE ROD, TWO SHELVES 0 0 —7— PETWA ;�—!, o BEACH HOUSE MI R 1601 Beach Avenue Atlantic Beach, Florida CY {W N ® 0 32233 - — 3 CM. MARBLE v kD I NEW m ® "D N RESIDENCE 32"X84" DOOR TO 32"X84" DOOR TO MAKE-UP VANITY MAST. VESTIBULE DOOR TO OPEN PORCH 36"x 90"CASED OPENING MAST. BEDROOM TO MASTER VESTIBULE ISSUE 7 MASTER CLOSET 217 no. date description �5MASTER TOILET 6 TOILET/ MAKE-UP/ CLOSET 7.2 1 9/27/02 DEP APPROVAL 4 MASTER BEDROOM 7.2 TH 7.2 EAST SOUTH 2 2/10/03 PRICING 7.2 SOUTH NOR 3 3/14/03 ADDENDA#I EQ. EQ. I 112' EQ. EQ. EQ. 1 112" 1. 2.. 5'-4" P-2" EQ. EQ. O V REVISIONS FT no. date description 1 3/14/03 ADDENDA#I N = I _I i TILTED MIRROR TILTED MIRROR / AMPOO AICD... , O __ _ ...0 _ SOAP NICHE U- O MIRROR ~ TWO RODS cn O __ b O I I O Z J OR 3 CM. MARBLE I io O -3p 0 _ 5HELF AND COUNTER oc I _ SC N u.t o W o I ` ale: 1/211= 1 '-0.. o I l _ rojec o.. � I f o I � o P t N 0 105 o O 0 I O0 O iv Drawn by: CMB z N _ ' N Checked by: RGS 0 Sheet Title FRAMLE55 GLA55 SHOWER 32"X 84" DOOR TO 2ND FLOOR cm 32"X 84" POCKET DOOR CASED OPENING TO DRESSSING n. MASTER BATHLn TO MASTER CLO. INTERIOR M 4MN ASTERBATH 11 MASTERBATH ELEVATIONS rn 9 MASTER BATH067!2 CLOSET/ MAKE-UP/ TOILET 7.2 ORTH SOUTH N WEST sheet Number WEST A� 792b of 1ud 42 T RUCTION SE U D Z_6" Za RICHARD SKINNER ■ & ASSOCIATES ■ (V _ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 TWO SHELVES CABINET AND 9 0 4 - 3 8 7 -6 7 1 0 WASHER DRYER Lic. #. AR 0013338 C\1 —-- -- O BEYOND TWO RODS 2'-4" --I o 0 o I ° DRAWERS ° o ADJBU5TAB E/ z o/ SHELVES O I , ONE ROD U w Se (n � � ® ARCHITECT 5TACKED O � p I DRYER WA5HER w w �' Consultants U o Structural Enginers Group McVeigh & Mangum —__ _._-- o ----- Engineering, Inc. m Haddad Engineering, Inc. 32"X,54" POCKET DOOR 32"X 54" DOOR TO Jacksonvi a Engineering & TO MASTER BATH MASTER VEST. Testing Company 1 MASTER CLOSETri'� MASTER CLOSET 3 MASTER CLOSET 7.2 WEST 7.2 NORTH 7.2 4 MASTER CLOSET Seal EAST �-2SOUTH F-----� I I I . ,._ ----it-----� r---- --ter-- -- I I I I II I I II I I I li I I II I I I I II I I II I I I I II I I II I I I i ll I I II I L-----J L-_ --Jt_-_ --J L-----JL--_--- i ° —7T I 0 0 I TIE . . . o o �D HOOKS n) PETWAY 30"X 84" DOOR TO 32"X 84" DOOR TO BEACH HOUSE BATH VEST. 203 32"X 84" DOOR TO CLOSET 6 BEDROOM 2 7 B DRESSER IN EDROOM 2 �-2 7 2 NORTH MASTER CLOSET WEST 1601 Beach Avenue;,7.2 Atlantic Beach, Florida NORTH & SOUTH EAST & WEST 732233 f NEW RESIDENCE I ISSUE I no. date description 1 9/27/02 DEP APPROVAL —� 2 2/10/03 PRICING CL 3 3/14/03 ADDENDA#I iI 1 I II L� I _. 32"X 84"DOOR TO CLOSET REVISIONS no. date description 8 BEDROOM 2 9 BEDROOM 2 1 3/14/03 ADDENDA#1 7.2 EAST 7.2 SOUTH SLOPED AT \ DIFFERENT ANGLE SLOPED CEILING ao � Ln3 U N � h � Q \� i O � 32"X 80" Scale: 11211= 1 '-0" ATTIC MEC DOOR TO Project No.: 0105 / �� Drawn by: CMB Checked b FFAN LL #C-G2 0 y: RGS 00 a I Sheet Title 2ND FLOOR M � N I INTERIOR ELEVATIONS I I Sheet Number I I _ I I * L------------- A� 7 . 2c u.i o 0 SITTING ROOM of 11 SITTING ROOM 12 SITTING ROOM 0 7.2 NORTH q.2 7'2 NORTH 7.2 EAST �'l�o xv A CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, Fl. 32204 904 - 387 -671 0 Lic. #. AR 0013338 ARCH I T E C T Consultants Structural Enginers Group F McVeigh & Mangum Engineering, Inc. i Haddad Engineering, Inc. Jacksonville Engineering & Testing Company C C c C Seal F Q ® c B ---` - C C - ' C C N ATTIC 3 3 ' CUTTL 33 F 3 3 E C C C C C 3 I Y N C 3 TO UPPER LIGHT A G S C TO SWITCH A QF TO MAIN HOUSE PETWAY BEACH HOUSE TO WALL SCONCE 1601 Beach Avenue FIRST FLOOR GARAGE REF. CLG. PLAN / LIGHTING PLAN SECOND FLOOR GARAGE REF. CLG. PLTANA��. ZATN Atlantic Beach, Florida 32233 } NEW RESIDENCE HP-5 45'-23/,5" 29'-0" 5'-23/,5" 29'-.0" 1 1'-0" ISSUE no. date description 20'-8 8' GFI m ❑ 1 9/27/02 DEP APPROVAL VACU JM — GFI N 2 2,110103 PRICING 3 3/14/03 ADDENDA#I GFI 03 KOI 1 POND BALCONY STUDY FOUNTAIN /4 SLOPE 2" I 04 Cry C G 12 P C �` J REVISIONS p 01 / lLJ G01 — SMART GARAGE BEDG 4„ o R OM no. date description CM G01 G 157 1 3/14/03 ADDENDA#I 0 10 13-23�q 14'-2 1�2 0 Ito— N L GFI N SMART � 4' WC3 I 5L O 1" G 16 D 07 m - T.P. GFI � VEST BAT 12 G 44 1 1• Os 1 CH EN G 13 P G 17 _ 9'-0 V2 DOWN GFI GFI 4E] 05 GFI LINENS O VARIES IDF PNL-G G I LFII U.C. GFI TE /� Scale: I/4"= I '-O" -� G 19 LINENS 0° WKE /�+� • G21 Project No.: O 105 UP °� 13 T Drawn by: DBC WH#2 06 Ln G18 Checked by: RG5 � G11 Sheet Title U Ln GARAGE A/C AREA = G35 5.F. PLANS FIRST FLOOR GARAGE PLAN / POWER PLAN SECOND FLOOR GARAGE PLAN / POWER PLAN 30 fn z W � O a Sheet Number r- a z AG � i of IWA 42 1'� CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, Fl. 32204 904 - 387 -671 0 Lic. #. AR 0013338 A g G- ARCH I T E C T Consultants Structural Enginers Group McVeigh & Mangum _ Engineering, Inc. 13 - --[5 Haddad Engineering, Inc. 3Jac sonvil a Engineering & 3 g 1 4 4 Testing Company 3 10 Seal ❑ +32'-5 I/2" TOP O +32'-5 112" TOP OF PLATE +32'-5 I/2" TOP OF PLATE ! 32'-5 I/2" TOP OF PLATE _ 4 � 13 + X ; r N 28 �I❑❑❑❑❑� 13 n 10 5 �J❑EI�J❑�❑E N N I I C\1 , 1111❑❑❑O❑❑❑❑❑❑❑000 _ _ . _ ;.�,r I2 _ � y 7 ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ _ _. ' Ln _'_❑❑❑❑❑1111❑❑❑❑❑1111❑❑ , _ [- 5 _ .. - 12 EIDE]❑❑❑❑❑❑❑0❑❑❑❑❑ -- +2G'-G" PROPOSED ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ , _ _, 22 22 _ +25-4 FIN.2nd FLOOR +25'- " FI .2n F 4 FIN.2nd FLOOR +25-4 FIN.2nd FLOOR _ N. E5 + 10200 ARI " TO +2G'-G") +25 4 FI GRADE (V 6 5 IO 10 II 12 m m s s 0 0 d 15 a 27 1 1 �t 15 27 141-011 29 N 8'-011 27 " CMU RETAINING WALL 8" CMU RETAINING WALL 8" CMU RETAINING WALL �+ 14'-3 1/4 _ APRO + 14'-3 1/4" FIN. FLOOR @ APRO PETWAY BEACH HOUSE 1601 Beach Avenue NORTH ELEVATION WEST Atlantic Beach, Florida ELEVATION 32233 G g NEW G- y G_ RESIDENCE 5 12 ISSUE 9 3 no. date description 3 I 9!27/02 DEP APPROVAL 1 4 2 2110103 PRICING 4 20 3 3/14/03 ADDENDA#I _ ,: 21 1 -0313- 0 WIN- _w 3 3 m +33'-3 I/4" TOP OF BEAM 3 +32'-5 1/2" TOP OF PLATE IF � +32'-5 1/2" TOP OF PLATE +32'-5 112" TOP OF PLAT 13 ❑EIo❑i.J� _ 28 G I 5 i\I _ REVISIONS �2 O GO 7 cw ❑E❑E��I❑ 7 _ ! 1 _ o. date description _ 1111❑❑J❑❑❑❑❑ — _ n � 1111❑❑❑❑ _ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ 28 r 5 _ Q, O 1 3/14/03 ADDENDA#I O O O ❑❑❑❑❑0❑❑0011❑❑❑❑ 5 h 22 ❑❑❑❑❑❑❑0❑❑❑❑❑❑❑ F-77 F 41 El _][:]DE] _ +2G'-G" PROPOSED GRADE !2 N +25 4 FIN.2nd FLOOR „ „ _ +25 4 FIN.2nd FLOOR +25-4 FIN.2nd FLOOR 25'-4" _— I nd 3 1 - 0 7 N , Q d 27 12 Ln O TOP OF 12" CMU EAST ELEVATION 15 0 EXTERIOR ELEVATION NOTES: Scale: 1/4"– 1 1-011 iv I . ARCHITECTURAL FIBERGLAS SHINGLES 15. PAINTED BRICK ROWLOCK Project No.: 0105 - 2. STANDING SEAM LEAD COATED COPPER ROOFING IG. PAINTED BRICK VENEER BASE 3. 1"x3" PVC DRIP BLK W/L,C. COPPER FL5HG. 17. PAINTED BRICK CHIMNEY Drawn by: DBC [ 29 4. 3"x8" WOOD FA5CIA/RAFTER 18. RECESSED BRICK DETAIL 141-011 5. P.T. CEDAR SHINGLES 19. 5TEPPED BRICK RAIN CAP Checked by: RGS G. PVC CROWN MOULDING 20. MAHOGANY LOUVERED PANELS Sheet Title 7. PVC TRIM BOARD 2 1 . MAHOGANY SUPPORT BEAM C14 - /4" FIN. FLOOR @APRON 8. 3"x8" WOOD RAFTER TAILS 22. PVC RAILING SYSTEM 9. DIAMOND SHAPED FANCY BUTT PT CEDAR 5HINGLE5 23. PREPAINTED ALUM. OGEE 5HAPED GUTTER W/LEADER GARAGE M 10. 5/4"xG" PVC CASING W/CROWN HEAD TRIM 24. COPPER 1/2 RD. GUTTER W/LEADER SOUTH E1 1. 5/4"x6" PVC CASING 25. PT. WOOD DECK SKIRT BOARD 12. PVC ELEVATIONS `~ 13. 1-112" PVC 5ILL W1 BRACKET(SEE D'ETAIL)APRON Z�. 5/8" MINS OOTH STUCCO PAINTED ON 8" CMU 14. 2"x2" PT WOOD TRELLAGE 28. 2"X 2" PT WOOD LATTICE SCREEN 29. LINE OF 12" CMU BELOW GRADE Sheet Number AG �2 w Q of 0 �t U► 42 ° h ud O CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -671 0 Lic. #. AR 0013338 ARCH ITE T Consultants Structural Enginers Group McVeigh & Mangum Engineering, Inc. Haddad Engineering, Inc. Jac sonville Engineering & Testing Company Seal PETWAY BEACH HOUSE 1601 Beach Avenue Atlantic Beach, Florida 32233 NEW B G RESIDENCE G. 131 G 2'-G 13/1 IN G G I ._8.. s - ISSUE no. date description - - 1 9/27/02 DEP APPROVAL GJ- 2 2/10/03 PRICING 3 3/14/03 ADDENDA# f _ r + 33'-3 1/4" TOP OF BEAM + 33'-3 1/4" TOP OF WOOD BEAM + 33'-3 1/4 =17`7 9/2- — + 33'-3 1/4" TOP OF PLATE REVISIONS ( TOP OF PLATE REVISIONS ❑�0��❑ no. date description o �❑❑o❑0❑❑ � j _ — — 0� ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ C.p I 3/14/03 ADDENDA#I NY + 2G'-G" FIN.GRADE + 25-4 FIN.2nd FLOOR + 25-4 - + 25-4 FIN.2nd FLOOR " _ + 25'-4" FIN.2nd FLOOR �\ 7 FIN.2nd FLOOR� — Uf �\ N + 22'-5" TOP OF FOOTING GRADE VARIES GRADE VARIES 'I VARIES""=III=ITU1 !l I,—I-I 1, JIB f - - VARIES Scale: 11411= I'-0" m o m Project No.: 0105 o - Drawn by: DBC + 14'-1 O" FIN. FLOOR @ TOP OF CURB Checked by: RG5 on + 141-411 FIN. FLOOR (0 DOOR 3 Sheet Title M U ,¢ + 14'-3 1/4" FIN. FLOOR APRON 5LOPE + 14'-3 1/4" FIN. FLOOR APRON GARAGE E' T- 0 + 12'-1 O" TOP OF FOOTING __ + 13'-G" TOP OF FOOTING AQ SECTIONS M v �r M Sheet Number 0 N x V) AG � 3 BUILDING SECTION A BUILDING SECTION �� QC►� �� of 1/4" = 1'-0" 1/4" = 1'-0" 42 o CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -6710 Lic. #. AR 0013338 ARCH I T E C T DESIGN WIND LOADS BASED ON ASCE 7-98 WIND SPEED 130 MPH, CATEGORY Consultants 104'-4" II, IMPORTANCE FACTOR 1.0, EXPOSURE C Structural Enginers Group McVeigh & Mangum • 17'-G° En In 34'-e" g' eering, Inc. 23'-G" Haddad Engineering, Inc. )acksonvil a Engineering & 9.4 9'-4" 91.41. 4 8 9 451-91, 4 12 8 Testing Company 13'-G° 10'-4" 10'-2" 411 II r _ TOP OF CURB Seal,,, (� _.J— I —L,_._. _. ._.J— —I— —L._._._._._. _ _ _ _ _ ' .+. _._._._._ .-�. ._.J—'—I '—I I f L._._ ...... ._..J—'— —•--L �l 11 ,,.1.,. '• lel _ 4 1 O TIP DIA. WOOD DECK PILES I. 1 GB4 _ _ - - - I _._ _ -,_.-•-•-•-•� -I _ _ (2) 2X10'S (TYP) TO-10'-0"BELOWFIN.FL. (fYP.) 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I 41' 410.1 411 IN ( 1 411 12'-311 13'-4° -I 4111 " 10-0 I O'-0" 6"' T-1 O" 1 T-10" 7-10 1, 411 4'-4" 13'-511 p� 17'-811 N ------------------ 8_3 I G'-8° 20'-G° Mw 23'-+G" 104'-4" c� Scale: 1/411= 1 '-O" Project No.: 0105 Drawn by: RSB Checked by: RG5 PILE NOTES Sheet Title PLAN NOTES FOUNDATION & 1 . PILES SHALL HAVE A MINIMUM DIAMETER OF 14". SEE TYP. DETAIL K/5-2. I I . REFERENCE ELEVATION FINISH FIRST FLOOR 0'-0" ACTUAL ELEVATION 28.0 St FL. FRAMING c N.G.V.D. PLAN 2. CUT OFF*TIP ELEVATIONS ARE ACTUAL ELEVATIONS c`c CUT OFF ------------------- +24.5 FT, N.G.V.D. LION 2. TOP OF CONCRETE SLAB ELEVATION VARIES, SEE PLAN. TOP OF SLAB I5 TIP ELEVATION ------------ -25.0 FT. N.G.V.D. LION Sheet Number NOTED THUS (- 2 1/4) IN RELATION TO THE REFERENCE ELEVATION. 3. SEE SPECIFICATIONS FOR DETAILED INSTALLATION INSTRUCTIONS. 3. FIRST FLOOR SHALL BE G"THICK REINFORCED CONCRETE SLAB SEE PLAN v SCHEDULE FOR REINFORCEMENT. • m 4. BOTTOM OF GRADE BEAM ELEVATION IS +24.56 FT. LION S � 4. FOR CONNECTOR NAILING SEE SCHEDULE ON SHEET 5-1 .2 of 42 hot CONSTRUCTION SET �, RICHARD SKINNER ■ & ASSOCIATES ■ PREFABRICATED TRUSSES STRAP TIE AND HURRICANE TIE FLOOR HEADER BEAM CONNECTOR 2 2 4 5 St.Johns Ave. DESIGN LOADS NAILING SCHEDULE NAILING SCHEDULE: (LBS) Jacksonville, Fl. 32204 9 0 4 - 3 8 7 -6 7 1 0 . ROOF TRUSSES DESIGNATION NUMBER*SIZE OF NAILS UPLIFT ALLOWABLE REMARKS DESIGNATION FASTENERS ALLOWABLE LOAD REMARKS LSTA 12 10_10d 905 H DR OR BM RAFTER Lic. #. AR 0013338 TOP CHORD LTS 12 12-10d 775 HHU541 O 30 - I Gd 10 - 16d 5190 H 2.5 5 -Bd TO TRUSS*PLATE 415 A34 4 - 8d4 - 8d 280 DEAD LOAD I O PSF LIVE LOAD I G PSF NOTES: I . CONNECTORS SHALL BE INSTALLED IN STRICT CONFORMANCE LU528 G - I Od 4 - 10d 1320 DN, 930 UP WIND LOAD 58 PSF UP WITH THE MANUFACTURER'S RECOMMENDATIONS. 47 PSF DOWN 2. CONNECTORS FOR TRUSSES NOT NOTED ON PLAN - PROVIDE CONNECTOR WITH ALLOWABLE UPLIFT GREATER THAN MAX. WIND UPLIFT NOTED ON TRU55 MANUFACTURER'S SHOP DRAWINGS. BOTTOM CHORD ARCH ITECT DEAD LOAD 10 P5F Consultants Structural Enginers Group FLOOR TRUSSES McVeigh & Mangum NOTES: Engineering, Inc. DEAD LOAD 15 PSF 1 . CONNECTORS SHALL BE INSTALLED IN STRICT CONFORMANCE Haddad Engineering, Inc. LIVE LOAD 40 PSF WITH THE MANUFACTURE'S RECOMMENDATIONS. Jacksonville Engineering & Testing Company NOTE: WIND LOADS ARE PERPENDICULAR Seal TO ROOF SURFACE t, f y l++I V / 4 1'-858' 52--13/8" 5UBFLOORI NG 5UBFLOORI NG STAGGER 4'-0"X 8'-O" X 3/4" T*G APA STAGGER 4'-0" X 8'-0" X 3/4" T*G APA RATED PANELS 4'-0" AT END JOINTS. RATED PANELS 4'-0" AT END JOINTS. FACE GRAIN SHALL BE PERPENDICULAR TO FACE GRAIN SHALL BE PERPENDICULAR TO 9_I CEILING RAFTERS. NAIL WITH 8d NAILS AT 1 _I 2'-3" CEILING RAFTERS. NAIL WITH 8d NAILS AT 4 1 TOP OF 52.3 G" O.C. AT SUPPORTED EDGES AND 1 2" O.C. 52,3 TOP OF G" O.C. AT SUPPORTED EDGES AND 12" O.C. S2. - TIE BEAM AT INTERMEDIATE FRAMING MEMBERS. I 0 STEP TIE TIE BEAM \ AT INTERMEDIATE FRAMING MEMBERS. STEP E �t STEP TIE BEAM - BEAM 2131 j L --- 2810 XW I I PETWAY w N W m BEACH HOUSE Q] N I 1 I i 1601 Beach Avenue N -- - - -- I N LU - -- 73/ I 1 4 I I 18" DE P TRUS ES 2'-0" -t 8" EP TR 55ES I /8 7 / 4" E R 5 E5 1 2 4 14- 4" DEP US E5 4-24" EEP T 55E5 1 13'-75 I Atlantic Beach, Florida 2 @ - O. . I r I G" -9'- @C.C. 174" @ 2'-()" O.C. G-O" 1 3223 3I LU ti N L N I I NEW N I CONIC. SLAB .2 d 1 251 co RESIDENCE CQ caN I OP OF BUSS 0 52 (2) I -7 1 2 D 0 I I HD 13 9 I/4" ( TOP OFT US J I SLOPE (2) X8 LVL X DR LO ( X 1 2 N ISSUE 0 j N p HDR HI H _ i N I I no. date description 3 �DN (2) 2X 12 ) � I 12'-1"— I- I —- EP APP VAL 4.2 o P F I 9/27/02 D RO J �TO O TIE BEAM 2X4 OVER p I 2 3/10/03 PRICING m O Ute? J FRAM NG 1 I N[>J m j N I- 4 x w L N N N lu (S2. Nw 12.3 I > XXX = 1 1 I I I 7- 2131 x -------_J P_ ------ 1- 1 T-T A-71 c i SLOPE ,�p�c�P [2) 1 -'Il" X 1 1 114" LVL m �� I O E O 4: 12 TIE BEAM N H R(3) 2 ► 2 CHIMNEY STEP TIE TOP OF b � N H U54I N BEAM TIE BEAM REVISIONS �r m N I_I-1 _ w w Q p w °L N N m TOP OF N F_ n = 4- 20" DEEP T U5SE5 0 J no. date description TIE BEAM w Q D w ROOF SHEATHING @ 2-O OC. �w� LU w - - • STAGGER 4'-0"X 8'-0" X 5/8 CDX APA p ---------_ ,\ X W O UO RATED PLYWD SHEATHING PANELS 4'-0" 2136 H R(2) X8 N U 6.1 SLOPE_ AT END JOINTS. FACE GRAIN SHALL BE = I PERPENDICULAR TO RAFTERS. NAIL WITH I 1 O'-3" aC � U_ v o T,(, 3: 12 U N 8d NAILS @ G" O.C. AT SUPPORTED O w g I x w nC d) O Q � S -' aU EDGES AND 12" O.C. AT INTERMEDIATE -cA TOP OF Ly CD Q N �' a m - FS FRAMING MEMBER5. Q J � LU I BEAM i 4- 20" DEEP T U5SE5 p O w Q x � QQI- w /r N� @ '-O" OC. I� TO OF TR S5 _ _ QLn a-N �D C� w = zn' � I - 3 UzQ ( OW I m � � z O - -p z_ 0.. 1- I I I °L � w N N m CONT. ri C9 Z I CONC. SLAB I wU' p w vi x z o H Q lu p j(n 252 1 n ►O'-9 I/2" � J F- 3 2 i3� T_ < � , IrD t\ OP OF Russ w w Q 4 3/ 4.3 C ZwQODU � IN SLOPED I m N w N c� r0 O = 11 Ll ILF- O0 W �N I J = x (n CZ m N I Q 0 � g N w I 8- 20" EEP T U55E5 MTSM!G (TYP) Scale: 1/411= I '-0" I � @ 2,-O„ �� N ROO HIP JA:K TRU SES 7- O" DE P TRUS ES = v 0 z 4 I x w 2'-0" C.12' . RUSSE - 2 - MTSM Project No.: O 105 N W � � D (f� QC� N NQ N LL O D D tZu Q (n Z 4.3 I N J Drawn by: RSB CF) 0 0 LU w nd Z — I O (2) 2X8 LE GER Checked by: RGS o t) � QJu -z0 � --- 2134 --- N N Sheet Title L N H2.5 (TYP) 2ND FL. & LOW 2ND L. & N MASONRY PIERS 5TEP TIE SOP OF LO\/f►/ ROOF U BEAM 1 TIE BEAM 2 1 ROOF FRAMING PLAN FRAMING a 52.2 TYp. 4.3 SIM S-1 .2 1 /4" = 1 ' 0" PLAN Sheet Number x NOTES: 4'-4° GI-2 7/8 7'-21/8' 1 T-8° 8'-s" 10-811 20'-4" 131-2" 1 . TOP OF PLATE ELEVATION IN RELATION TO THE 11 REFERENCE ELEVATION VARIES, SEE PLAN. 2. 51MP50N H2.5A * L30 EACH FLOOR TRU55 BEARING of E @ EXTERIORWALLS42 U obw CONSTRUCTION SET 0 RICHARD SKINNER ■ & ASSOCIATES ■ PREFABRICATED TRUSSES STRAP TIE AND HURRICANE TIE FLOOR HEADER BEAM CONNECTOR 2 2 4 s St.Johns Ave. DESIGN LOADS NAILING SCHEDULE NAILING SCHEDULE: (LBS) Jacksonville, FI. 32204 9 0 4 - 3 8 7 -6 7 1 0 - ROOF TRUSSES DE5IGNAT1oN NUMBER E SIZE OF NAILS UPLIFT ALLOWABLE REMARKS DESIGNATION FASTENERS ALLOWABLE LOAD REMARKS LSTA 12 10-10d 905 HDR OR BM RAFTER Lic. #. AR 0013338 A34 4-8d 4-8d 280 TOP CHORD L30 2-1 Od 2-1 Od 240 LT5 12 12-I Od 775 L50 3-1 Od 3-1 Od 420 DEAD LOAD 10 PSF MT5M I G 7-I Od x 4 114N 2 1/4"TITEN 1000 LU528 G-I Od 4-1 Od 1320(-1 1 1 5) LIVE LOAD I G PSF MT5M24 7-1 Od x 4 114N 2 114"TITEN 1000 WIND LOAD 58 PSF UP U4-10 14-1 Gd G-I Od 2300(-896) 47 PSF DOWN H 04 40-8d TO TRUSS E STUD 3G0 HHU54 I 0 30-1 Gd 10-I Gd 5900(-2855) H 2.5 5-8d TO TRUSS#PLATE 415 BOTTOM CHORD ARCHITECT G5 20 14-1 Od 1005 DEAD LOAD 10 PSF 5P4,5PG45P8 G-IOdX1 1/2" 735 Consultants Structural Enginers Group FLOOR TRUSSES McVeigh & Mangum NOTES: Engineering, Inc. DEAD LOAD 15 PSF 1 . CONNECTORS SHALL BE INSTALLED IN STRICT CONFORMANCE Haddad Engineering, Inc. LIVE LOAD 40 PSF WITH THE MANUFACTURE'S RECOMMENDATIONS. Jacksonville Engineering & Testing Company NOTE: WIND LOADS ARE PERPENDICULAR NOTES: Seal TO ROOF SURFACE 1. CONNECTORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. CONNECTORS FOR TRUSSES NOT NOTED ON PLAN - PROVIDE CONNECTOR WITH ALLOWABLE UPLIFT GREATER THAN MAX. WIND It I UPLIFT NOTED ON TRUSS MANUFACTURER'S SHOP DRAWINGS. 93'-1 O" 4 I'-G7/,5" 5 2'-3 1/,5" ROOF SHEATHING 24'-6" 17'-07/8" STAGGER 4'-0" X 8'-0" X 5/8" CDX APA RATED PLYWD SHEATHING PANELS 4'-0" AT END JOINTS. FACE GRAIN SHALL BE 1 1 PERPENDICULAR TO RAFTERS. NAIL WITH 2 3 I O-8 2 1'-10 1/2 WITH 8ci NAILS AT 6 O.C. @ SUPPORTED 52.3 I _0 1 -I I /4 S2.3 TOP OF PLATE 52.3 TOP OF PI ATE EDGES AND 1 2" O.C. AT INTERMEDIATE S2.3 22'-7 1/2" 5IMP50N MTSM 16 H2.5 SIMP50N MTSM t 6 MT5M 16 STEP FRAMING MEMBERS. RAFTER TAI L5 @ EACH TR S 51MP50N MTSM 16 STEP TOP OF ) TWIST STRAP (TYP) (TYP) TW15T STRAP EA. 51DE TWI5T STRAP BEARING TWI5T STRAP (TYP) FARING PLATE HDR \ oil I -J m i U1 -' ' 5'- 2'-0" OF T 55E5 2'-0" C. lu o <; J „ X _ PETWAY m — ti Nz w cn T) 2XIC @ 2'- O.C. X ii � z x o BEACH HOUSE I N& aU mUn N - ;; `.� ) -i SIM. S2.3 x > o ;; `f ZH o 1601 Beach Avenue Atlantic Beach Florida J N cn N ii J Q 2X4 ' ' BRACT G O N X4 'X' CIN 52.2 z 4' IGH L 2X4 UNNE 5EE 1115-2. U1 aj _ TOP BOTT CH DS --- ------ -====- - - "==_-- ---- - - �p _ _ 32233 ______ ______ ______ ______ ______ ______ ______ _____ ----- --- - - - -- O w N O N i; \` N 0 z0 - - RIDGE C\1 LU �� N CONT. OZU' — cN O ii `��j HV w � — 2X4 U) w z N N N � d 2X O 11 `:° z O It o-N (5 oC i IL 11 1 Q O — '2. N O _, A O — BLOC NG n� o. . II Um Q � �; _ NEW .. J - -' _ ;' 5LOP r---- - V ^ -- ----- --- ------ - -- ------ ------ ------ -- -- ------ ------ ------ ----- ------ RESIDE NCE U 9: 12 Lu HU54 I ii i i i i i i RIDGE J N O tu 1 3! 'X 1 6" L L'5 O n N "� i i i ' ' ' I �Qi N 5 �� I IDGE B AM OJ — n2�_ i i i i I i i I�' O — U' cls 07 ii.. i 2X4 �EILIN 1015 `N 1' �N aj '2• 5+2.3 _ _ 2 RUN RS HDR HDR =____� , ISSUE 2X O @ O" O. (TYP) L30 r. _ �-- no. date description SKEWA LE Ln _ ;' /7 ------- 22'-7 1/211 1 9127/02 DEP APPROVAL ANGLE 2 ! -4D.C. �� ' L TOP OF PLATE @ 2 22•_ q� 2 2 2/10/03 PRICING 3 TOP F PLAT J- 2• 3 3114/03 ADDENDA#I LU O � U' O Nm � 2X O@2O" O.0 z z N�� 8 u� W Q J Q "A) 1 31 'X9 1/ 1 LVL'S Nin �2• SIM 11t- - _ 20'-0 1/2" 101-811 Q < (2) T A S RAPLU ; O TOP OF PLATE TOP OF PLATE 2 4 'X' B NG TIE EACH ND a N "��Q X4T' < z dU'_w_ RI GE Q �, �; REVISIONS PORCH RQ OF ---------------- BELOW ______ ______ no. date description BELOW CONT. w ~_ STP 1 3/14/03 ADDENDA#I 1 2X4 oz O N c!) SLOPE ' SLOPE U BLOCK G N w -J 9: 12 19 122 O BE RING _ ii i I I— N o ' TOP OF PLATE •2• ROOF1JRSSEJ @ 2'- " O.C. J Lt- ,y CONT. 2X4 N C NT. 2X RUNN R5 N i �� I BLOCKING 20'-O I/2" 4 _ T P B OM HORD I� -=== ===--- ------- -------- ------ T=- -- --- -=== _ _ TOP OF PLATE p _ - - - _ - RIDGE PORCH ROO ' BELOW — e.� RIDGE �� X4 X LL w 'OVER FRAMING ------ -- a ------ ------ -- --- RACIN SEE 1= O S ----- _ - _ I� -i ------ ------ �) � � EE 12-52.2 o C NT. i BLOC NG CO 111% , „ W TTO2X4K4 NEER, 1 ii 1 Scale: I!4 I -0 B OI'vl HORD � to •�.N ii i ii „_ „ n i ? Q -2. ¢ ;; o �� '�' Project No.: 0105 M i. i ° _ _� JPS ;�� Drawn b o GABLE END Y MAM M TRUSS li i +f i�+ o o Checked by: RGS JIF Sheet Title ROOFN 13'-O.. FRAMING PLAN 0 5IMP50N MTSM I G GABLE END TRU55 Q TWIST STRAP (TYP) 1 522 1 ROOF FRAMING PLAN Sheet Number S2.3 �C 24'-1 O 1/8' g'_3" 16'-8" 20'-6" 11 /4" _ 1 ,_O�� t Ir NOTES: S 1 • 3 I o'-67/8' 49-9 I/8' 1 . TOP OF PLATE ELEVATION IN RELATION TO THE of •E REFERENCE ELEVATION VARIES, SEE PLAN. 42 o '�of ak � `� CONSTRUCTION SET "LENTON" TERMINATOR ■■ REBAR ANCHOR RICHARD SKINNER TOP END BAR GRD/ 5M. SEE SLAB PILE CAP (1) #5 CONT. ■ & ASSOCIATES ■ PILE TOP END BAR SCHEDULE `I SLAB SEE PLAN 1 #5 CONT. PAVERS, SEE #5 DWLS @ 48 O.C. \ 2 2 4 5 ill Johns Ave. 4-#4 HOOK BARS PILE REINF SEE SCHEDULE ARCH. DWGS SCHEDULE �� ' @ TOP LAP 2'-9" - 111L CUT OFF SEE K/S-2. I O'-O" O'-O" ELEVATION - N O'-O" Jacksonville, FI. 32204 904 - 387 -671 0 SEE PILE PLAN U TOP OF SLOPE VARIES N - -� FINISH FLOOR Lic. #. AR 0013338 a ° ° • °' d°:• aQ' Ln - LAB 5EE PLAN a — e ° (1) #5 CONT. I#8 VERT. FULL 14" AUGER CAST c9 "RCED p 1 _LENGTH W/ 2PILE < = - N -tVAPOR RETARDER — FILL ALL " b d °� _ _ � _ ! — � ° I�I = - _ =CENTRALIZED I @ ° °' #5 DWLS —�3" CLR. . . — C CELL BELOW8" CMU@ 48" O.C. - - — — UEND +t 1 MID POINT VAPOR BARRIER - GRADE REINFO — -2'-2 I/4" — I_ FOR ITEMS 1I— FILLED CELLS @ j — 4 - #G x VARIES PILE CAP 4'-O" O.C. �` •, -I �� • ° I I—� NOT NOTED, i ; °' • 4 d SEE A/52. 1 GRADE BM, WITH #3 TIES @ 14 GRD BM. SEE PLAN �p SEE PLAN ' 3 eR = A R C H I T E C T O.C. °. GRD. BEAM SCHEDULE U SCHEDULE AUGER CAST PILE FOR ITEMS - - 5EE 1/5-3 NOT NOTED, '�. •, •: ;°.' d ;• Cn Consultants SEE B/52. I Structural Enginers Group TIP ELEVATION I McVeigh & Mangum SEE PLAN 1 3" I'-3° Engineering, Inc. Ir Haddad Engineering, Inc. K TYP. PILE DETAIL I PILE CAP BEYOND 13EYOPILE CND g• g Jac sonville En Ineerin & Testing Company S-2.1 TYP. SLA B 511 loll I Oil 511 Seal PILE CAP —311 -3„ F TYP. PORCH WALL S-2.1 S-2.1 PIE G TEP DOWN PORCHrk'�)TYP.DZ SAW CUT AS 50°NAS SLAB GRADE BEAM & PILE - SLAB TOP BAR CUT CAN BE MADE WITHOUT _ S-2■1 �S-2.1) B SEE SCHEDULE DAMAGING EDGES OF CUT VARIES O� (24 HRS. MAX.) 1 1/4" x 114" SEE PLAN - CUT EVERY OTHER WIRE FILL W/ SEALANT a . ° VARIES - 3G„ d°..:° „. ... #4-7@ 15" O.C. °. d•° ° — �� \� (1) #5 CONT. �� 8 MU GRD M. # C WALL (I) #5 CONT. SLAB REINF. / CMU WALL REINF. COMPACTED WWF SEE PLAN PILE CAP TOP END BAR - FILL ' SCHEDULE - #4� `}� SEE SCHEDULE ll \ #5 DWLS @ 48" O.C. 11sill O 6 @ 18" O.C. � SAW I - _ (1) #5 CONT. JOINT $�( J SLOPE F �— O' #4 3 @ 18" O.C. LAP 2'6 W/WALL REIN f. .L�j .--- Q - , T S-2.1 NOTE: DO NOT USE SEALANT FOR -O'-G" p N GARAGE SAW JOINTS a—a-= .. q I O I O °_ <` a' = •° : �d #5 DWI-5 @ 48" O.C. Ir Ir --T-1 _ 6 MIL VAPOR ° — II RETARDER Q 8„ ° _ � SECTION U _ PETWAY $-2.1 ('G-' ° - - BEACH HOUSE SECTION -=1 � � � � � � �° S-2.1 FOR ITEMS — 1601 Beach Avenue d NOT NOTED, _� -� GL GRADE BM PILE # CAP 5EE A/52. I '- U SEE PLAN Atlantic Beach, Florida • m SCHEDULE 3 2 2 3 3 `tir PILE CAP �p BEYOND CONT. GRADE BEAM, RE-BAR SEE PLAN SEE PLAN ELEVATOR PIT SLAB REINP. NEW TERMINATOR VERIFY W/ SEE, SCHEDULE RESIDENCE #5 CONT. EA. 51DE 5" 1011 I O" �° • MANUFACTURER 01 (3) #5 HOOK 3" CLR= -0'-2 1/411 5„ -3 EACH END _ E ECTION `. • • O - (2) #5 HOOK EACH END b� ISSUE o OF no. date description `V PILE I 9/27/02 DEP APPROVAL d _ III 2 2/10/03 PRICING BM. REINF. B TYP. EDGE GRADE BEAM & PILE 3 3/14/03 ADDENDA#I AUGAR CAST PILE, SEE SCHEDULE 1 -O — SEE PLAN DETAIL K/5-2. I II VAPOR RETARDER I. 2�-G" X 2'-G" #5 @ 12" O.C. d GRADE BM. GARAGE 4 EA. WAY �e .. �.° SEE PLAN 4f SCHEDULE TYPICAL PILE CAP DETAIL NI SECTION 8" CMU WALL #5 DWLS @48" O.C. REVISIONS �+ GARAGE DOOR LAP 2'-G W/WALL REINF 5-2.1 S 2 1 no. date description (1) #5 CONT. - 1 3/14/03 ADDENDA#I LU CONC. CURB c0 IV ` 0,-0, TOP OF CONC. CURB =� __ ___ ___ > #4 CONT. Wl #4 HOOK TOP END BAR, SEE r V11 O'-O" -0-21/4" KEYWAY FOR ST m BARS @ 12" O.C. SCHEDULE �--SLOPE VARIES OP @ G 2-8 21-011 I O TYP. SLAB d. , . . CURB TO PREVENT WATER REINFORCEMENT ° ° � 1 SEPEAGE d ° 3 13/ G,, d ° • N — � Q _ d � �D •' U #5 912" O.C. N - I -- — w d Ln a - PAVERS _ O,_O„ C\1 G MIL VAPOR —' o SIDEWALK ° - O d `• - N — m. RETARDER I I_ °a 12' • ° U -2'-2 1/4° -2'-2 114" I I I FOR ITEMS d' „ d• d b. d a 2 <o • o ! ° • NOT NOTED, °�. ,•• o a d A ° — p ° 5EE 5/52. 1 Scale: 3/4"- 1 '-0" Project No.: 0105 #5 DWLS ° _ @ 2'-0" O.C. N 4 n GRADE BEAM ° o GRADE BM., d (1) #5 CONT. M SEE PLAN Wl#5 DWLS @ °e•, . . d ' - • °• •° Drawn by: RSB SCHEDULE 4'-O" O.C. • m PILE CAP BEYOND a Checked by: RGS •: �. GRADE BM f�EE PLAN Sheet Title N SCHED FOUNDATION 3" CLR. loll � 'SECTION THROUGH DOOR' " SECTION THROUGH Q #4 @ 1 2" O.C. �: a.. MASONRY PIERS' 1 -8 SECTIONS EA. WAY °.. � • & DETAIL ° S P SECTION OF PILE OF PILE1z il' � '� $ 2.1 PILE CAP PILE CAP Sheet Number N SECTION H SECTION THROUGH GARA E DOOR C ECTION S-2.1 _ S 2.1 S-2.1 • of CIO 81 Not ecuo% /\�wcl42 CONSTRUCTION SET ■ RICHARD SKINNER CONT 8X8 BOND BEAM PT. LEDGER, SEE PLAN ■ & ASSOCIATE ■ W/ I - #4 CONT. PIER CONT 2X6 LEDGER 5/8"0 X 9" 5TAINLE55 A.B. @ (2) #5 CONT. (2) 2X 1 O PT GREATER OF 0.33E I OR 0.33L2 2'-8" O.C., STAGGER BOLTS WD. DECK EDGE BEAM 2" CLIA TOP END BAR (MIN) 2 2 4 5 St.Johns Ave. W/ 5/8" Q� X9" + HK. ON OPPOSITE SIDES 0'-O \ Jacksonville, FI. 32204 REINFORCI=D FILLED 12 @ 4'-O" O.C. - WD. DECK SEE SCHEDULE L 0 4 - 3 8 7 -6 3 1 0 FASCIA, SEE = TEMP REINF U TOP BAR - 4 CELLS, SEE PLAN 5 �t VARIES ARCH. DWG. 2nd LAYER F R THICKNESS Lic. #. AR 0013338 SEE PLAN 5TD #5 DWL5 LAP 2'-G" PREFAB ROOFHooK TRU55E5 @ 2'-O" Gil LBTOM DAR N U LAP G" (MIN) PT. WD. JOIST, 51MPSON A34 \ SEE PLAN 0.25 (L I) (MIN) STAINLESS STEEL BEAM CLEAR SPAN (L 1) BEAM CLEAR SPAN (L2) FOR CONNECTORS FACEMOUNT j_— — — iv WIDTH WIDTH CONT 2X8 LEDGER HANGER SEE PLAN —�1 II --I 1 1 j NOTE: PROVIDE #4 X G'-O" @ 18" O.C. IN TOPS OF SLABS OVER ALL BEAMS WHERE MAIN SLAB REINFORCEMENT RUN5 W/ 5/8" 0 X9" + HK' STAINLESS AINL SS FACE I— PARALLEL TO BEAM. PROVIDE#4 X 4'-0" PLU5 HOOK IN TOP5 OF 5LAB5 ON THE OTHER 51DE OF BEAM. A R C H I T E C T MOUN@ 2'-0" O.C. STAGGER HANGER(TYP) bl% Ce W/ 3/4" O BOLTS ° ° • _ STAINLESS WOOD PIER 6 TYPICAL SLAB BAR PLACING DIAGRAM consultants PREFAB ° . m TWIST STRAP, Structural Enginers Group FLOOR o - SEE PLAN Q S'�3 SCALE: NTS McVeigh & Mangum TRUSSES a �+ D ETAIL Engineering, Inc. @ 2'-0" O.C. �S-2.2) NTS Haddad Engineering, Inc. -- JOIST HANGERS SEE PLAN 2- 2X8'5 W/ JacksonvilleTesting Company & 3/4" 0 X9"+HK CONC TIE BEAM SEE 1/5-2.2 @ 2'-O" O.C. FOR ITEMS STRUT SLAB SCHEDULE NOT NOTED, MARKTHIC BO M P - TOP END TEMP REMARKS Seal SEE ! 3/5-2.2 NESS BARS BARS BARS REINF (2) #5 TOP SEE PLAN 5 I G" #4 @ 12" O.C. #4 @ 12" O.C. #4 @ 1 2" O.C. #4 @ 18" O.C. THICKNESS VARIES @ BOTTOM - 52 #4 @ 1 2" O.C. #5 @ 12" O.C. #4 @ 18" O.C. DETAIL 53 #5 @ 12" O.C. #5 @ 12" O.C. #5 @ 12" O.C. #4 18" O.C. TOP END BARS @ ELEV. PIT "— O ECTION WD. DECK @ -G'O.C. 5 4 G" #4 @ 1 2" O.C. #4 @ 12" O.C. #5 @ 12" O.C. #4 18" O.C. EXTERIOR WALL S-2.2 3/4 — 1 -o = 55 - CIO G" #4 @ 12" O.C. #4 @ 12" O.C. #4 @ 12" O.C. #4 @ 1 8" O.C. S 2 2 3/4"= I '-O" 5 G G+" #4 @ 1 2" O.C. #5 @ 1 2" O.C. #4 @ 12" O.C. #4 18" O.C. 57 G+" #4 @ 12" O.C. #4 @ 12" O.C. #4 18" O.C. THICKNESS VARIES, 3" CLP, 58 G+" #4 @ 12" O.C. #4 @ 12" O.C. #4 @ 1211 O.C. #4 18" O.C. t SUB-FLOOR 251 G+" #5 @ 12" O.C. #5 @ 12" O.C. #4 1 8" O.C. TOP END BARS EA. END t. /--7,5/8"0 PT. LEDGER, SEE PLAN 252 G+" #4 @ 12" O.C. #4 @ 120 O.C. #4 18" O.C. TOP END BAR5 EA. END 51MP50N H2.5 NOTE: TOP END BAR5 ARE TO BE PLACED AT DISCONTINUOUS END5 OR AT 5TEP5 IN TOP OF SLAB. TOP END @ EACH TRUSS WD. DECK X9" PLUS HOOK TYP STRUT BM. BARS ARE TO BE PLACES AT OPPOSITE END. � O'-O" � STAINLESS A.B. @ 4'-O" O.C. � DBL 13/4" X � - 9 DETAIL I I 1/4" LVL'S d' (2) #5 CONT. S-2.2 3/4"= 1 '-O" GREATER OF 0.33L I OR 0.33L2 0.33E 1 ,� PILE rl (1) #5 DWL @ 4'-O" O.C. DIA. PT. WD. JOIST, FILL ALL CELLS BELOW GRADE TOP BAR ONE LAYER SEE PLAN TOP BAR TOP END BAR FLR. TRUSSES @ 2'-0" O.C. - -- _� I 5TAINLE55 FACE MOUNT —�j ADDED TOP BAR HANGER (TYP) ADD 2- #3 TIES ADDED TOP BAR N 2 SECTION OVER PILE $-2.2 3/411= 1 '-0" -2'- 1 O 1/4" • 2" CL. p T V 8d NAILS GRD BM. SEE PLAN 1 E 1 WA 1 • SCHEDULE 1. @ 4 O.C. REINFORCED ' FILLED BEACH HOUSE FLR. SHEATHING CELLS EE PLAN ° /BOTTOM BAR BOTTOM BAR m LAPSEE PLANOVER PILE 1601 Beach Avenue VARIES 8 CMU ADDED BOTTOM BAR Atlantic Beach, Florida „ ADDED BOTTOM BAR 32233 nd FLR VARIES SEE PLAN TOP OF PILE � CAP BEYOND-"k , - I 0.25 CLR BOND BEAM SPAN (TYP) MIN. TIE SPACING 3 5P REMAINING 3 5P ' CONT 8X I G TIE ('1 1 WD PORCH # 3 E @ 4 1/2" @ 9" O.C. @ 4 1/2" NEW BEAM W/ 2- # 5 ECTIt�N • FLOOR M 3/4°= I '-O" FACE OF PILE L1 PILE L2 PILE L3 RESIDENCE TRUSSES d TOP* E50TTO S-2.2 Lz SEE PLAN #3 TIES @ 2'-0" O.C. GRD. BM. PT. LEDGER CLEAR SPAN DIA. CLEAR SPAN DIA. CLEAR PA PILE CAP SEE PLAN CONT. 2X 10 - -d' 4" LEDGER W/, N (I) #5 CONT. WOOD DECK 7 TYPICAL BAR PLACEMENT DIAGRAM 5/8 m X 01'A.5. @ 4.'-O" O.C. $- – - SEE GRADE BEAM SCHEDULE ISSUE `t S-3 SCALE: NTS no. date description 3 D ETAI L `� 1 9/27/02 DEP APPROVAL 314"= I '-o° o GRADE BEAM SCHEDULE 2 2/10/03 PRICING $ 2.2 (_ '- 3 3/14/03 ADDENDA#I (V I TOP END ADD BOTTOM ADD BOT (I) #5 DWL @ 4'-O" MARK WIDTH DEPTH BAR TOP BAR TOP BAR BAR BAR STIRRUPS SIZE SPACING FOR CONNECTORS ° FILL ALL CELLS '—� I I ( ( � PT JOIST, SEE PLAN 1/2' BELOW GRADE SEE PLAN GB I 20 18 3- #5 2- #G 2- #G 1 - #G #3- I O @ 4 I/2" EA. END BALANCE @ 9" \ 8" CMU W/ REINFORCED ° ° '�"�I 5TAINLE55 FACE MOUNT GB2 20 18 3- #G 2- #G #3 @ 4 I/2" THRU OUT GII 1 Gn /-FI 1 c, c.FF PI AN -'_� I �I HAI\I(-FR (TYP) �. n ui- scn n 1 1011 THPI 1 ni IT 5/8 fd X O 9 PLUS G54 20 1 8 3- #5 2- #G 2- #G #3- G @ 4 1/2" EA. END BALANCE @ 9" nd FLR 121-5 1i AH HOOK STAINLESS STEEL GB5 20 18 3- #G 2- #G 2- #G #3- 9 @ 4 1/2" EA. END BALANCE @ 9" REVISIONS " • BOND BEAM GRD. BM, SEE PLAN GBG 20 18 3- #5 2- #G 2- #G #3- G @ 4 112" EA. END BALANCE @ 9" no. date description SCHEDULE G137 24 12 3- #5 2- #G 2- #G #3- G @ 4 112" EA. END BALANCE @ 9" 1 3/14/03 ADDENDA#I •. •. CONT 8X 16 TIE BEAM GB8 20 15 I - #5 3- #G 2- #G #3- G @ G" EA. END BALANCE @ 1 2" 2- 2X8 W/ �— - W/ 2- # 5 TOPS 3/4" Cp X 10" + t11 K. BOTTOM � #3 TIES @ GB9 20 18 1 - #5 3- #G 2- #G #3- 10 @ 4 112" EA. END BALANCE @ 9" @ 2.'-0" O.C. ° 2'-0" O.C. GB 10 20 16 3- #G 2- #G #3- 10 @ 4 112" EA. END BALANCE @ 9" (712�STE�P�DO�W�N@�W�D DECK G511 20 18 3- #5 2- #G 2- #G 1 - #G #3- 10 @ 4 1/2" EA. END BALANCE @ 9" I� S-2.2 3/4"= 1 '-0" GB 1 2 20 18 3- #G 2- #G #3- G @ 4 1/2" EA. END BALANCE @ 9" 3 4 DETAIL .a GB 13 20 18 3- #5 3- #G 2- #G #3- G @ 4 1/2" EA. END BALANCE @ 9" S-2.2 3/4"= 1 '-011 N GB 14 20 18 3- #5 2- #G 2- #G #3- G @ 4 112-1 EA. END BALANCE @ 9" K' 2ND FLOOR BEAM SCHEDULE GB 1 5 20 18 3- #5 2- #G 2- #G 1 - #G #3- 10 @ 4 1/2" EA. END BALANCE @ 9" 0 TOP END ADD BOTTOM ADD BOT STIRRUPS SIZE SPACING GB I G 20 18 3- #5 2- #G 2- #G 1 - #G #3- 1 O @ 4 1/2" EA. END BALANCE @ Scale: AS NOTED SUB-FLOOR \ lo'- I I " MARK WIDTH DEPTH BAR TOP BAR TOP BAR BAR BAR � SIMPSON H2.5 � G517 20 18 3- #5 2- #G 2- #G 1 - #G #3- 10 @ 4 1/2" EA. END BALANCE @ 9" Project No.: O 105 ¢ @EACH TRu55 - 25 I 7 5/8" I G 2- #5 2- #5 2- #5 #3 - 4 @ G" EA. END BALANCE @ 12"; NOTE # I o GB 18 20 18 3- #5 2- #G 2- #G #3- G @ 4 1/2" EA. END BALANCE @ 9" Drawn by: R55 (2) LSTA 1 2 SIMPSON 252 7 5/8" I G 2- #5 2- #5 2- #5 #3 - G@ G" EA. END BALANCE @ 1 2" nn STRAP TIE @ 1/3 POINTS �I 253 7 5/8" I G 2- #5 2- #5 #3 - G@ G" EA. END BALANCE @ 12" GB 19 20 15 3- #G 2- #G #3 @ 4 I/2" THRU OUT Checked by: RGS TO TIE UPPER LOWER G520 20 15 3- #G 2- #G 2- #G #3- 9 @ 4 1/2" EA. END BALANCE @ 9" r I II TOGETHER 2134 7 5/8" IG 2- #5 2- #5 2- #5 #3 - 4 @ G" EA. END BALANCE @ 1 2"; NOTE #I Sheet Title HDRS O 2135 7 5/8" 14 2- #5 2- #5 2- #5 #3 @ 5" EA. END BALANCE @ 10" GB2 I 20 15 3- #5 2- #G 2- #G #3- G @ 4 I/2" EA. END BALANCE @ 9" - I 2- #5 2- #G 2- #G #3 @ G" THRU OUT; NOTE # I G1322 20 15 3- #5 2- #G 2- #G #3- 6 @ 4 !/2" EA. END BALANCE @ 9" ROOF -- — 25G 7 5/8" G G523 20 15 3- #G 2- #G 2- #G #3- 9 @ 4 1/2" EA. END BALANCE @ 9" & 2ND FLOOR U m 2137 7 5/8" 12 1/2 2- #5 2- #5 #3 @ 5" THRU OUT; NOTE #2 " 2- #5 2- #5 2- #5 #3 - 4 @ 4 I/2" EA. END BALANCE @ 12" G524 20 15 3- #5 2- #G 2- #G #3- G @ 4 1/2" EA. END BALANCE @ 9" SECTION/SDETAILS t FLR. TRU55E5 @ 2 0 O.C. 2138 7 5/8 1 2 �s #3 - 4 @ G" EA. END BALANCE @ 12" GB25 20 15 3- #5 2- #G 2- #G #3- G @ 4 1/2" EA. END BALANCE @ 2159 7 5/8" I G 2- #5 2- #5 2- #5 Sheet Number c DBL. 2X 1 2 HDR (TYP) 2- #G #3 - G @ 10" EA. END BALANCE @ 20"; NOTE #3 TSI 12 12 2- #5 NO STIRRUPS c 251 O 7 5/8" 24 2- #5 2- #G FACE OF STUD2- #5I - #G #3 - 9 @ G" EA. END BALANCE @ 12"; NOTE #2 TS2 12 12 2- #G NO STIRRUPS -a GARAGE SIDE 213I I 7 5/8" I G 2- #5 T53 18 1 2 3- #5 NO 5TIRRUP5 S �2 * 2 T54 12 12 2- #5 NO 5TIRRUP5 of � 5 SECTION T55 18 I G 3- #5 3- #5 #3 @ 7" EA. END BALANCE @ 14" E "= I '-O" NOTE 1 . EXTEND BEAM 2'-0" OVERWALL �� ca $-2.2 3/4 TSG 15 1 2 3- #5 NO STIRRUPS 2. EXTEND TOP BARS 2'-O" INTO TIE BEAM EACH END 3. EXTEND BEA 2'-8" OVER WALL EACH END - PROVIDE TOP BARS EACH END40 1 CONSTRUCTION SET 0 2 ROWS I Od NAILS 2 ROWS IOd NAILS RICHARD SKINNER ROOF SHEATHING 12 51MP50N TWIST STRAP SEE @ 4" O.C. STAGGERED @ 4" O.C. STAGGERED 2 ROWS I Od NAILS 0 & ASSOCIATES 0 @ 4 O.C. STAGGERED E9 511 CONT. 2X4 LEDGER NAIL 314"X4" T#G DECKING CONT. 2X4 LEDGER NAIL TONGUE GROOVE DECK 2 3/4"X4" TSG DECKING ROOF SHEATHING SEE 4-5-2.2 2 2 4 5 St.Johns Ave. TO ROOF FRAMING W/ TO TRUSS WI 1 2d NAILS Jacksonville, FI. 32204 E9 =� 12d NAILS @ 1 2" O.C. @ 1 2" O.C. VARIES 904 - 387 -671 0 Lic. #. AR 0013338 11 `p2 2'-7 1/2" ry)\� NAIL RAFTER TAILS TO TOP OF PLATE TRU55E5 W/ 4-12a - CONT. FASCIA CONT. FASCIA ROOF TRUSSES SEE NAILS MIN. 0� • ROOF FRAMING PLAN DBL 2XG PLATE DBL 2X8 PLATE ROOF ROOF FRAMING, SEE TRUSSES @ 2X4 WALL STUDS @ 2'-0" a� PLAN x/80 OXCI 2 HK A.B @ � SEELPLANEVARIE5 O.C. * SECTIONS 2'-O" O.C. VARIES SEE PLAN TOP OF PLATE VA—t SIMP ON HURRICANE TONGUE GROOVE DECKING 2 SECTION CONT. BOND BM W/ (2) NOTE: ARCH ITECT #5 TOP * BOTTOM TIES SEE PLAN 314„= I ,-O° S-2.3 REINFORCED 8" CMU SAWCUT TOP * STEP AT STUD WALL PROVIDE CONT. wx8 PT PLATE W/ RAFTER TAILS SEE ARCH. DWGS. GABLE END WALL BOTTOM OF BM TO C522 COIL STRAP @ EVERY WALL SHEATHING Consultants 5/8 OX 12" +H K ANCHOR BOLTS @ 4'-0" FOLLOW SLOPE OF ROOF OTHER STUD OR 20 GA. Structural Enginers Group ANCHOR BOLTS (P 4'-� O.C. KEY BM I " INTO TOP OF STUD PLATE TIE McVeigh & Mangum REINFORCED 8" CMU ( WALL WALL SHEATHING CONT. PLATE NAIL TO Engineering, Inc. WALL 3 SECTION 2X8 WALL STUDS @ ! G" TRUSS TOP CHORD W/ Haddad Engineering, Inc. 2X8 PLATE W/ 5/8" 0X9" 12d NAILS @ 121- O.C. S 2 3 3/4"= I '-O" O.C. Jacksonville Engineering & +HK @ 4'-O" O.C. Testing Company 1 SECTION ROOF SHEATHING S-2.3 3/4"= 1 '-O" ° CONT. CONC. BM. SEE Seal ,I) PLAN SCHEDULE (/Y iI'3/8X I I X 1'-2 3/8" IE 114X 2 5/8X 1'-2" 4 SECTION ROOF TRUSSES Ln - 3/4"= 1 '-O„ HI TRUSS LO TRUSS @ 2'-O" O.C. it� RIDGE DOUBLE PLATE GABLE MATCH LINE TRUSS SECTION 5 OF GABLE RIDGE C522 COIL STRAP WRAP 5-2.3 NO SCALE TRUSS - UNDER CEILING JOIST AND CONT.BOND BEAM NAIL TO RAFTER W/ (G) I Oci NAILS EA. SIDE. REINFORCED 3° \L (2) 13/4"X 16" LVL'S - 20'-3 11211 SEE PLAN CMU WALL RIDGE - ----- (4) 5/8"0 ADHE51VE ---'^� ANCHO 5" EMBEDMENT, 13/4"X9 114" FOR ITM5 NOT NOTED SEE 1/5-2.3 8" GAGE LVU5 RAFTER — 2X 10 CEILING JOIST W/ END WALL FL3/8X3XO'-3 3/4" SPACERS AS REQ'D 12 SHEATHINGIL �9 2x 5TUD5 fI 7 DETAIL AT I G" O.C. FIRST 3 HHU54 I O NOTCH TRUSSES S-2.3 3/4"= 1 '-O" (2) 1 3/4"x I G" RIDGE BM FOR H4 B.C. RUNNER FROM WALL BEARING DOUBLE 2x8 PLATE W1 PETWAY TO WALL STUD 5/8"OX 15" +H K A.B. OILo'-8" BEACH HOUSE @4'-O" O.C. SEE PLAN 8 DETAIL _ S-2.3 3/4"= 1 '-0" (2) #4 CONT. - 1601 Beach Avenue SECTION 7/5-2.3 - CONT. 2XG I-EDGER,W/ - (2) ROWS OF 1/4"0 TAP a 9'-9" Atlantic Beach, FOR,BRACING Florida CONS @ 1 '-O" O.G. 2ND FLOOR 32233 M5TAM 24 W/ 0- 1 Oci NOTE: STAGGERED @ 5TUD5 * 5- 1/4X212' 1/4 TITEN SCREWS ° CONNECT HORIZ RUNNERS 2x4 FRAMING @ 2'-0" O.C. @ 2TRUSSES '-0 O.C.o C TO CMU @ 'X' OVER BOTTOM CHORD TO GABLE 2x4 SUPPORTS @ 4'-0" WALL 5TUD5 W/ 2- 1 Gd NAIL5 O.C. OVER ROOF �� NEW BRACING � 4-O O.C. v- 8" CMU WALL FLOOR RESIDENCE RESIDENCE TRUSSES, SIMPSON A34 SEE PLAN • (2) 2X8 W/ 3/4"PS X 10" +HK A.B. @ CONT. CONCRETE TIE SIMPSON Y2'-O" O.C. °. :°. CONT. BEAM SEE 52.5 BM. W/ (2) #5 TOP 4 6 SECTION PLAN � SCHEDULE REINFORCED CMU BOTT. W/ #3 TIES @ ISSUE ROOF TRUSSES @ WALL ° 2'-0" O.C. S-2.3 NO SCALE 2'-O" no. date description O.C. 1 9/27/02 DEP APPROVAL CONT. 2x4 PLAT 9 SECTION CONT. SHEATHING 2 2/10iO3 PRICING NAIL TO TRUSSES UNDER FRAMING 5-2.3 3/4"= 1 '-O" 3 3/14/03 ADDENDA#I FOR ITM5 NOT NOTED 5E 1/5-2.3 ('1 1 SECTION W/ 2 - I Gd NAILS 1 5-2.3 - . . _.. / '= I ' @ 2 a 12 E9 12 OVERFRAMING DETAIL I 2 X 4 STUD WALL REVISIONS. WOOD TRU55 AT 2'-0" O.C. (U.N.O.) S-2.3 3/4" = 1 9.0'V 2ND FLOOR 51MP50N LSTA 12 no. date description M STRAP TIE EA. STUD I 3/14/03 ADDENDA#I N DOUBLE 2X8 PLATE W/ SEE PLAN FOR LOCATION OF VERTICAL BRACING — ch 5/8"OX 15" +H K A.B. FLR. TRU55E5 Ln @4'-O" O.C. PLYWOOD DECKING @ 2'-O" O.C. CON . 2 X RIM 7 o - c� CONT 2 X 4 PLATE --------------- SIMP H2.5 @ EA, TRUS5 OVER _ g_g INTERIOR WALL 2ND FLOOR = 2ND FLOOR FLR. TRUSSES MI #4 E.F. @ N ° MID DEPTHSELECT # OF o VERTICAL BRACINGCL i o @ 2'-O" O.C. APPLIED TO CONT. 2 X G TRIM FLR. TRU55E5 TRU55 5PACE5 @ 2'-0" O.C. o VERTICAL OR c TO PROVIDE A INCLINED TRUSS Scale: AS NOTED 0 BRACING ANGLE H2.5 Project No.: 0105 — WEB MEMBERS. OF 300 TO 450 — FINIS 2- 1 Gd NAILS SIMPSON LSTA 12 EACH TRUSS. STRAP TIE EA. 51DE HEADER, y: RSB Drawn b CONCRETE BEAM DER, SEE PLAN y. RGS Checked b EXTEND 2'8" PAST OPENING EA. END 2 X G STUD WALL Sheet Title (2- 5TUD5 MIN.EA, END) ROOF & FLOOR tn ri O SECTION 2x4 SPLICE AT CONTINUOUS 2x4 RUNNERS SECTIONS/DETAILS S-2.3 3/4"= 1 '-O° JOINTS IN RUNNERS SEE PLAN FOR LOCATION 1 Q' SECTION G- I Od EACH 51DE 2- 1 Gd NAILS EACH TRU55. S-2.3 3/411= 1 '-O" Sheet Number OF JOINT. �2 * 3t rl 3 SECTION E S-2.3 NO SCALE of m 4 ` CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, Fl. 32204 904 - 387 -671 0 Lic. #. AR 0013338 ROOF SHEATHING STAGGER 4'-0" X 81-0" X 3/4" CDX APA RATED PLYWD SHEATHING PANELS 4'-0" AT END JOINTS. FACE GRAIN SHALL BE PERPPREFABRICATED TRUSSES STRAP TIE AND HURRICANE TIE FLOOR HEADER BEAM CONNECTOR WITH bDIC ILAR To " O.C. s. NAIL WITH 2 1 3 DESIGN LOADS NAILING SCHEDULE NAILING SCHEDULE: (LBS) WITH 8d NAILS AT G" O.C. @SUPPORTED + 18'-5 I/4'� EDGES AND 12" O.C. AT INTERMEDIATE TOP OF BEAM ALLOWABLE DESIGNATION FASTENERS ALLOWABLE LOAD REMARKS FRAMING MEMBERS. _ ROOF TRUSSES DESIGNATION NUMBER#SIZE OF NAILS UPLIFT REMARKS HDR OR BM RAFTER A R C H I T E C T TOP CHORD A34 4-8d4-5d 280 Consultants Structural En$iners Group - DEAD 12 12-10d 775 DEAD LOAD I O PSF NOTES: RICT CONFORMANCE Engineering, Inc. MCVeIg & Mangum LIVE LOAD I G P5F I . CONNECTORS SHALL BE INSTALLED IN ST YI/1TH THE MANUFACTURE'S RECOMMENDATIONS. ? .. � WIND LOAD 58 P5F UP I Haddad Engineering, Inc. 47 PSF DOWN oJac sonville Engineering & NOTES: x Testing Company 1. CONNECTORS SHALL BE INSTALLED IN STRICT CONFORMANCE m BOTTOM CHORD WITH THE MANUFACTURERS RECOMMENDATIONS. � Z Seal 2. CONNECTORS FOR TRUSSES NOT NOTED ON PLAN - PROVIDE ~ CONNECTOR WITH ALLOWABLE UPLIFT GREATER THAN MAX. WIND RIDGE U DEAD LOAD 10 P5F UPLIFT NOTED ON TRUSS MANUFACTURER'S SHOP DRAWING5. CD , 41' Oz FLOOR TRUSSES G- RIDGE _ f N 4"X 10" RIDGE Z , DEAD LOAD 1 5 PSF 0 LIVE LOAD O P5F O �� 4 RIDGE � �j � ''r • ,, ' CV NOTES: LU 0 - �A341 SEE ELEV. I . WIND LOADS ARE PERPENDICULAR TO ROOF SURFACE. (TYP) Fill II 2. FLOOR TRUSSES SHALL INCLUDE AXIAL LOAD AT TOP CHORD OF 550lb5 DUE TO RETAINING WALL FORCES. T GROOF DECKING • It r3� IS, G. T*G ROOF DECKING INSTALL DECKING IN RANDOM LENGTHS WITH BUT JOINTS STAGGERED AND LOCATED OVER SUPPORTS. SLANT SIM. NAIL EACH DECK COURSE TO THE - TONGUE OF THE ADJOINING COURSE (9 30" O.C. STAGGER 15" WITH ALTERNATE COUR5E5. NAIL TO SUPPORTS WITH TWO I Od NAILS FOR I" DECKING t 2d NAILS FOR 2" DECKING.Ll I PETWAY LTS 12 STRAP TIE + 18'-5 I/4"� BEACH HOUSE 1 2 A34 FRAMING TOP OF BEAM (fYP) ANGLE ' G- G- ,ROOF FRAMING PLAN 1601 Beach Avenue Atlantic Beach, Florida NOTE: 32233 Y) TOP OF TIE BEAM ABOVE REFERENCE ELEVAION YARIE5, 5EE PLAN. i { 1 NEW RESIDENCE 6 +4'-8" _ #5 INFILLED r*-TOP OF 12" CMU CELLS @ 4'-0'1 G- 4�F I -4 29'-0" O.C. (IYP.) +7'-71 ._._._._. -._._. 45'-038" _._._,_._.—.— _._._._._._._._._._..._._. = STEP 1 2" STEP 1 2"� I 16"X I G" PIER 5'-038' 29 0 I I -0014-8 ISSUE WALL no. date description 8'-0" CMU CMU m 14-0 i - - - m i I ■ I ■ ■ ■ - _ I I 9/27/02 DEP APPROVAL j ■ I ■ ■ I c� I ■ j I <D I I 2 2/10/03 PRICING �'� ■ �/� •-.-.-._._.- I cv I 41 ! N I ! i ! ! 3 3/14/03 ADDENDA#I F.-•---• I I i I i 20'-8 /8 I j 21 011 31-0 1 I L4" I - - -- - I ! I G" EEP F OOR TRU 5E5 2' 0" O.0 I I i L. _.J I W/ GG W CONCRETE 4 X W B.4 -6" i -� � � I 411 ; N I WWF I 112" CLR I `— JAMB 8"X2'-0" W/ (1)# Vj _+O'-O" ! ! w W I FROM T OF ON 1 G VERT. IN EA. CELL ! i I N w U j VAPOR BARRIER j I +7-1 1 I (D i ! i i --+ I REVISIONS I , _ i /`+L, SLOPE 2" o i I 4!' i i �J m ¢ i ! I i I ! 1'-G" - no. date description i I S.J. I o I p 1 - 1 3/14/03 ADDENDA#I ITO OF TR SS I i i L- _._.J 1 j ! 5" CONCRETE SLAB O j 1 t- j j 1 3'-2 411 14'-2 1/,?" j SG- ! I --•- - - j j I W/ GXG W 1 .4 X W 1 .4 WWF 9 _ 7 ! I 1 112" CLR FROM TOP ON (a- \ w ! ■ to I ! I VAPOR BARRIER 6) I N I I N 1 4 SLOPE I" I COPE I,, I cx0 � J I IG"XIG" PIER W/ C I U r i/ I (1)#G PER CELL I I I j 300X3'4X I '-0" W/ 1 N ! �i' I _ ■ ■ LU ■ ■ L. _._.J j (4) #4 E.W. I ��:�i ■ ■ LU 12 I I 1n 0 - - - c17 I I I I 1 Fu G 11 i _J �! _ - ■ ! I 13 sIM. ■ 5.J. I— i�— I I 811 CMU GIRI3€ Ii 11 N ■ ■ ■ I I :I ! ABOVE 1 ■ I j 1 Scale: f 14 - I -O ' 1 J._ _ I _ _ I TRU55 I O _._._._ _._• _._._.-•-•-•-•-•-•-•-�•-•-•-•-•-•-•-•-�- I I ! Project No.: 0105 o VARIES 12" CMU TO J i UNDERSIDE 1 j ► Drawn by: (fig Q Q ! ■ I._._._ _. _ _.r. I ! OF PORCH 8 HDR ■ ! I I i SLAB (2) 2X8_1I I 2'-O" Checked by: RG5 c G- I L._._._. ._. _._._,_._._,_._ _.� i (TYP) HDR j I_._._._•_._._._._._._._._. _._• 1 I Sheet Title 0 1 I ■ i ■ ■ ■ ■ ■ ■ ■ . . N ■ ■ _ ......_._•_................._.J GARAGE - - - - - -I STEP 1211 CMU 141-01' c �._._,1._._. _._. �, _ PLANS 14 _._. _._._ -. SECOND FLOOR FRAMING PLAN T.O.F. G- _+3'- "�� FIRST FLOOR & FOUNDATION PLA z Sheet Number c TOP OF TOP OF 12 NOTE: 12" CMU NOTE: CMU 1) REFERENCE ELEVATION TOP OF FLOOR SLAB @ 1) FINISH FLOOR ABOVE REFERENCE ELEVATION15 101-0. s G. CURB 15 0'-0" ACTUAL ELEVATION 15 14'-1 O" ACTUAL ELEVATION IS 25'-4". 2) TOP OF FOOTING -1'-4" U.O.N. SGz° 3) FOR CMU WALL REINF. 5EE SECTIONS � of 42 1vol m CONSTRUCTION SET RICHARD SKINNER (4) TEN HEX HEAD 0 & ASSOCIATES N SCREWS 3/1 G"OX3" W/ 1 112" EMBEDMENT 2 2 4 5 St.Johns Ave. oL U #4 BARS @ 1 2" O.C. W/ (G) #4 Jacksonville FI. 32204 U P.T. 2"X I O"X I'-O" ' N LONGITUDINAL 6 9 0 4 - 3 8 7 -6 7 1 0 I O'-G" Lic. #. AR 0013338 i L5TA 12 STRAP TIE #4 CONT. 01 ;i _ ° _ ° ° <D �p 3x8 RAFTER TAI LS (3) #5 CONT. TOP ° 5/8" 0 X9" PLUS z BOTT. W/#3 TIES @ ° w HOOK A.B. @ 4'-O" SHEATHING 12" O.C. THRU OUT #3 @ 1 2" O.G. 1 1/2" CLR TO TIE tu Q (I) #4 CONT. 4O G N CONCRETE FASTEN RAFTER TAILS TO THRU OUT -�jS—EE PLAN TIE BM 2X 10 W/2X 3" X-X-X-6x-X-X. -X-X XC T GALVANIZED WOOD 3/4"X4" T*G A R C H I T E C T (2) #5 CONT. BOTT. ° SEE _ ° SCREWS DECKING a HIGH ROOF PLAN X-X=X-X--97x---JX-L—X � o = LOW ROOF TRUSS Consultants 5'-O" 8„ 8, - a ___________________ I � TRUSS W g771� ° 0 -I I VAPOR RETARDER 16 SECTION g p ------------------- _ Structural En finers Group COMPACTED solL McVeigh & Mangum (2) #5 CONT. W/#3 SPACES SG-2 Engineering, Inc. rl5 SECTION 3" CLR. I'-G• @ 24" O.C. Haddad Engineering, Inc. SG-2 • 8" CMU WALL ;� Jacksonville Engineering & CONT. 2X8 W/ 5/8" O BEYOND LOCATE REINFORCED Testing Company 11 DETAIL X9" +HK @ 2'-O" O.C. #4 x 3'-0 DWL @ _ FILLED CELLS @ BRACKET Seal BRICK CAP -2) 101-01 2'-O" O.C. _ _ STAINLESS STEEL ANGLE W/ SG . ............. STAINLESS SCREWS (2) 3/40}x 6 EMBED. m SLOPE - \ ADHESIVE ANCHORS TOP (I) #4 CONT. BOTTOM (STAINLESS) f IJ _ w I 3° (2) 112"0 HOT DIP —III— w W.W.F. SEE w _- GALVINIZED LAG BOLTS ° -- w PLAN w I - , . SEE PLAN /- -X-X X<X- - -X7-FX Y I COMPACTED FILL r" NOTE: CAST FLOOR ° - ' a -- SLAB BEFORE ° — - BACKFILLING WALL ° COMPACTED FILL> VAPOR RETARDER #5 @ 48" O.C. o f g„ COMPACTED SOIL #G DWLS @ 8" O.C. LAP G'-O" 8" CMU W/#5 @ 4'-0" O.C. LU IN FILLED CELLS (TYP.) Q 8" CMU #4 @ 48" O.C. ZY l CENTERED, FILL ALL 10 SECTION CELLS WATER PROOFING SG 2 #G @ 32" O.C. #5 DWLS @ 24" O.C. - #5 DWL5 LAP 2'-G" EXP. JT. MTL. @ TOP � SECTION 2'-O" r I DRAIN SG-2 X X-X-X-XzrX- ° O'-O" #G DWLS @ 24" O.C. LXX X-X X- LAP 2'-9" 1-1171 Il -dO - ° 4 ... ° #5 @ 1 G" O.C. TOP `r { DRAIN 50TT W/8- #5 = PETWAY ° (3) #4 CONT.�T#4 � � SEE PLAN FOR SLAB =. 8 NOTE: FOR ITEMS NOT LONGITUDINGAL BARS, p ° ° @ 18" O.C. w � REINFORCEMENT CONT. - O NOTED SEE I/ 5G-2 5AWCUT SLAB AS SOON AS -� EVERY OTHER WIRE @ COMPACTED 501L (4) TOP (4) BOTTOM BEACH HOUSE • CUT CAN BE MADE WITHOUT m u- ° ° DAMAGING EDGES OF CUT (24 JOINT —". 7 1 HOURS MAX.) PROVIDE z g ° 4 ° 1 4" 3" CLR 3'-4" TOOLED JOINT @ ENDS OF w g - ° ° ° o G 32'-5� 1/2° 1601 Beach Avenue SAWED JOINT AGAINST WALLS, - .,In ° °. ° Q — Atlantic Beach Florida COLUMNS ETC. AS REQUIRED �w - ° ° ° TO COMPLETE SLAB JOINT. ct) ° 3" CLR. 322 3 3 rl SECTION i SEE PLAN X=X-X -Xa-�X- aX=X.X Xa x-o TOP OF SLAB _ 5 G SG-2 - VAPOR RETARDER NEW COMPACTED SOIL 7 SECTION ` RESIDENCE BRICK CAP TYPICAL SAWED JOINT SG-2 (1) #4 CONT. INDICATED '5J' ON PLANS ( 3'� SECTION SG-2 ISSUE 9 DETAIL 8 CMU WALL, SEE PLAN FOR REINF. no. date description a #4 @ 48" O.C. SG-2 1 9/27/02 DEP APPROVAL O CENTERED, FILL ALL 2 2!10/03 PRICING CELLS w 8' #4 DWLS @ 24" O.C. — CEDAR SHINGLES CENTERED, LAP 2'-O" 8" CMU WALL, SEE CONT. 8X i G TIE BEAM W/ (2) #5 TOP + NOTE: FOR ITEMS NOT 3 3/14/03 ADDENDA#I Q NOTED SEE I/ SG-2 > PLAN FOR REINF. BOTTOM * #3 TIES @ I -4 O.C. /- DRAIN 8d NAILS @ 4" O.C. -� I' '� 18'-5 1/4"x, ., / #5 BARS @ 48" O.C. FILL ALL CELLS - 3 i -_ - -- • . CEDAR SHINGLES p O CONT. 8XIGTIE j RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, Fl. 32204 904 - 387 -6710 Lic. #. AR 0013338 ARCHITECT Consultants G"o 5/A FROM ABOVE; 8x8 R/A UP; SEE SEE M-1.2 FOR CONT. M-1.2 FOR CONT. "ULTRA-AIRE" MODEL UH-100V AIR Seaa CTYP. OF 2) PURIFYING DEHUMIDIFIER AS MANUFACTURED BY THERMA-STOR PRODUCTS IAV15ION OF SOFT H � . . • H.5. DEC INTERNATIONAL, INC. MADISON. WI• nOBFT H20 HP-4P- 3 tt=2 HP� C. 10x6 10x6 10x10 l,I A�i �• `r . e 140 �/ 14Q �2gp •• � 5 � 6..� � l 1,{� �, O.B.D. _ l ' RIGID. O.B.D.RIGdD A 10x6 A 010x6 v toy 135 4 RAA 4. 11 FLO z JOISTS C ;I k O.B.D. CTYP. 2) 3 16x16 R/A BETWEEN = mF1 m N Y 1 15 FLOOR JOISTS GARAGE 6 G R/A ET 116 EUFLOOR ""o THRU FLOOR 6••p 104 FLOOR COVERED , B 24x24 F1_1 4 COVE RED _ 13 I° v 8x4 0-105-11 A 10x6 PORCH 1 50 135 102 N ELEVATOR _ 108 �' A , m L T o LIVING PETWAY O AHU-1 NG ROOM BEACH HOUSE D 5OfTENE HALL 5".o 6 113 UNDER ND G O I c 1601 Beach Avenue i `� 10 AA 1OxG A 10x6 ` Atlantic Beach Florida1 m 135 , a 32233 L? --- - — A 8x4 ---- - -- A WINE ---- p �� V --- _ ---- � ICE I COOLER FO R 4..� ""o RIGI O R JOISTS ��JJJ (�I N E W 105 I A 365 RESIDENCE -- -- SUN DECK ---� -- C 4"e _ 103 I__ REPRIG 8x4 ISSUE 30 no. date description OR' H IT o �18_x-6 1 Q� �—/ :3L� A Ov� AVE H �p I 9127/02 DEP APPROVAL 1 12 PORCH _ DEN/ 1 0 0 101 OFFICE/ I T °P . ••, nGiu � �:: ti�HAusr tiucT To ( � BED ROOM 1 KITCHEN HOOD; COORDINATE 1 10 LOCATION WITH ARCH. 50FT H20 aA aAaF H.B. BEL WT OVENS SaFr20 GRILL REVISIONS H.B. o� ---------------------- _____- ------ _=___=====s _' no. date description 50fT H2O H.B. 5EE ARCH. FOR EXACT LOCATION5 OF ALL 5/A AND R/A GR LLE5 1 MEGhANIGAL PLAN — F1P,5T FLOOR M-1.1 SCALE, 1/4" = 1'-0" Scale: 114"= 1 '-0" Project No.:02 174 Drawn by: PGV Checked by: PGV Sheet Title MECHANICAL PLAN FIRST FLOOR Sheet Number of 4 1�� ` CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -6710 Lic. #. AR 0013338 Ir(I— ARCH I T E C T Consultants f "r DOWN TO GARAGE; 12"x12" ACCE55 PANEL IN 5EE M-1.1 FOR CONT. CEILING; TYPICAL FOR ALL (TYP. OF 2) 8x8 R/A FROM BELOW ABOVE CEILING EXHAU5T FANS TOILET G-0 loxf GO 40 A 80 AD i . , A DOWN x10 . 221 1 i' 10x8 Cbelow floor) 16x8 B 20 12x6 MA ER 5'o 14xG 0-1-,5 ;, CL SET _ 8x4 $ A 240 _ 1 A 10x6 A 10x6 AHU-4 CIN KNEE WALL) ` 222 F 8"�r B A 15 . 0-160 i RIGID DIISG BALCONY AHU_4 T SITTING ROOM 8 RIGID 218 ., MASTER 223 201 ATTIC/MECH. 86 8x8 MASTER BEDROOM A If A 224 B 11 12x12 �--L--i BATH I + 8„ xr 40o60 220 19 &1L4xG 240 216 A � � I i A 12x12 I +, I B 175 ELEVATOR L _J 16x12 1 2 /A SIZE 6",e 21(A)- t 120 "p I 4..o I IL 1242 R/A A 25 ii T AHU-2 PETWAY STAIR B 220 8"rr I ; 5.0 A 8x4 , BEACH HOUSE r u HALL MASTER ASTER 202 each Avenue VEST. ..e 16x!6 VESTIBULE ' OPEN At aBnticBBeach Florida DRE IN .600 _ 204 ^ 21 �a B 215 PORCH 32233 „ AHU 3 A - ; A4 -]NJ U R/A ABOVE AItU-3 7„ _ q I 25 T --- _,12EH[�11fIER.- --------- -- QO 0 10x10 12X ------ B NEW 3 • A C L. 4", � ' 2075 II =' A 15 RESIDENCE F 6 4"1° "ULTRA-HIRE" MODEL -150A AIR 01, x A 18x6 PURIFYING DEHUMIDIFIER MANUFACTURED &Y8XG� "�, RIG1 340A 18x6 f 280 BY THERMA-5TOR PRODU 5 DIV15ION OF 280 O"r UTHBEDROOM Z DEG INTERNATIONAL. INC. MA ON. WL ISSUE 209 , no. date description 4"N A 8X4 ¢ RIGID - - I 9/27!02 DEP APPROVAL A 20 IL 205 5" 1 S TH A 40 SFE ARCH. FOR EXACT BALCONY - # 1 LOGATION5 OF ALL 5/A 1 7� _ _1 212 I •►IM on i• wwo r I 4W1I41J 1C/A taKILLL5 ' D y — � GID A i 1 1 1 A REVISIONS ------ no. date description Ir------- ❑ ❑ ------—JU 1 MEGHANIGAL PLAN - SECOND FLOOR M-1.2 5CALE= 1/4" = 1'-0" Scale: 1/4"= ) '-0" Project No.:02 174 Drawn by: PGV Checked by: PGV Sheet Title cc MECHANICAL PLAN 3 SECOND FLOOR N Sheet Number M � l 4, 2 +N O O . O of \t'Z1 teoth sWel CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -6710 Lic. #. AR 0013338 ARCH I T E C T Consultants • + 117T r--------- 1 14x6 8..� I � A A 14x I _ 215 2 /x\ �X\ I on A 14x6 KOC 00 J ♦ c POND /4 BALCONY s O ,S C/ (-'CE FOUNTAIN PARKING 4, W col b A - � G1 z 1 Ur B O M AHU 5 T 1 B 12x I G01 22xPTOR x8 415 1 i Q R/A FEE i 22x8 5/A AND 22x8 1-- THI5 T. 18x8 1--------- R/A UP; SEE THI5 O x SHEET FOR CONT. 0 ► 540 1 12x12 �. B 200 1 PETWAY SEE aRGtt. FOR EXACT 6'•a x EST. � � BEACH HOUSE LOCATIONS OF ALL S/A ex N AND R/A GRILLES B 1 N G 13 DOWN 1601 Beach Avenue 10x4 LINENS I Atlantic Beach, Florida RA - VARIE5 PNL-G TE A 3 2 2 3 3 10x4 ' 21 L- 100 A 0B 12x12 2 WM 2 - UP G 1 8x8 RIGID T L E 80 - G11 i NEW RESIDENCE 30x6 R/A DOWN INTO PLENUM BOX FOR AHU-5 ISSUE Z9.UttP-5ZZu. COORDMATE� EXACT LOCATION WITH, ARCH. no. date description 1 9/27/02 DEP APPROVAL MEI-tANIGAL PLAN — GUEST 11 OU 5E — 1=1R 5T FLOOR2 ME _ _ M_1 1k SCALE= 1/4•• = 1•-0* GI-tANIGAL PLAN GUEST t10USE SEGONIJ FLOOR ' j• M—1.3 SCALE= 1/4" = 1'-0" REVISIONS no. date description Scale: 1/411= I '-0" Project No.:02 174 Drawn by: PGV Checked by: PGV Sheet Title MECHANICAL PLAN GUEST HOUSE Sheet Number M . l f u oti vd .4 U ch X31 CONSTRUCTION SET RICHARD SKINNER ■ & ASSOCIATES ■ 2 2 4 5 St.Johns Ave. Jacksonville, FI. 32204 904 - 387 -671 0 SPLIT SYSTEM HEAT PUMP SCHEDULE AIR DISTRIBUTION DEVICE SCHEDULE Lic. #. AR 0013338 SYSTEM No. AMU/HP-1 AMU/HP-2 AMU/HP-3 AMU/HP-4 AMU/MP-5 MANUFACTURER TRANE GO. TRANE GO. TRANE CO. TRANE CO. TRANE CO. O LINEAR BAR SUPPLY GRILLE - TITUS GT-480. TYPE 4 BORDER GRILLE FACE 51ZE GRILLE NECK 51ZE AREA SERVED FIRST FLOOR MASTER 5 TE BEDROOM 2+3 ATTIC/GARAGE GUEST HO1 15E MIN. SYSTEM 5.E.E.R. 13.10 13.0 13.0 13.0 13.0 O FILTERED RETURN GRILLE - TITUS MODEL 350FLF1 8 x 4 4"0 PON. SYSTEM H.S.P.F./C.O.P. 8.85/3.80 7.65/3.34 7.65/3.34 7.2/3.54 8.15/3.58 8 x 4 5"o INDOOR UNIT No. AHU-1 AHU-2 AHU-3 AHU-4 AHU-5 GO SOFFIT INTAKE/EXHAUST GRILLE - TITUS MODEL 350FL 10 x 4 G-0 SUPPLY AIRFLOW Ccfm) 1400 1000 1000 600 800 OUT5IDE AIRFLOW (cfm) 75 110 110 0 0 10 x 6 6",0< EXT STATIC Cin w g) 0.4" 0.4'* 0.4" 0.4" 0.4" 12 x 6 7"0 A R C H I T E C T EVAP. FAN HP 1 1/2 1/2 1/2 1/2 SUPPLY DUCT AUX. ELEC. HEAT AT 230 V. CkW) 9.6 5.8 5.8 4.8 4.8 14 x 6 8"a L"T VOLT5/PHA5E/Hz 230/1/60 230/1/60 230/1/60 230/1/60 230/1/60Consultants ENT. AIR TEMP. , Db/Wb CDEG. F) 80/67 80/67 80/67 80/67 80/67 18 x 6 9"0 -F- RADIUSED ELBOW NET TOTAL COOLING CBTU/H) 44.300 29.500 29,500 18.400 23.900 WITHOUT VANES NET 5EN51BLE COOLING CBTU/H) 32.200 20,400 20.400 13.100 16,900 REV. CYCLE HEATING CBTU/M) 42.000 28.600 28.600 16.700 22.000 OO 1 DUCT SMOKE DETECTOR MODEL No. TWE065C TWE031E TWE031E TWE031E TWE031E 1 I �-------..� (WHERE SUPPLY AIRFLOW EXCEEDS 2000 CFM) OUTDOOR UNIT No. HP-1 HP-2 HP-3 HP-4 HP-5 AMBIENT TEMP. CDEG. F) 95 95 95 95 95 COMPRE55OR R.L.A. Cench) 16.0 12.0 12.0 8.0 9.0 DEHUMIDIFIED COND. FAN F.L.A. Ceach) 1.9 0.9 0.9 0.5 0.5 AIR DUCT i i -�-- FLEXIBLE DUCT Seal UNIT VOLTS/PHASE/Hz 230/1/60 230/1/60 230/1/60 230/1/60 230/1/60 COPTIONAL) n _ CONNECTOR ! ; MODEL No. TWP042C TWP030C TWP030C TWPO18C TWP024C DO NOT BLOCK ACCE55 NOTE, --�FLJ 1 TO CIRCUIT BREAKER SEAL ALL AR HANDLER I v 1 d hNOT� . NOT OR CONTROL PANEL CABINET PENETRATIONS I Q 1 II FAN II DUCT SMOKE DECTECTORS < SHALL BE WIRED TO SHUT 1. FURNISH AND INSTALL SUCTION ACCUMULATORS ON ALL HEAT PUMP UNITS WITH REFRIGERANT PIPING RUNS OF 80 FEET OR MORE; AIR TIGHT. I 1 U SECTIO If SEE SPECIFICATIONS FOR DETAILS. OPPOSED-BLADE I I I Z I L___ DOWN UNIT UPON DETECTION VOLUME DAMPER FILTER 1 D I OF SMOKE AND SMALL BE 2. EACH EVAPORATOR COIL SMALL BE COATED WITH A CORRO51ON-INHIBITIVE COATING EQUAL TO AD5�_. ACCESS 1 w 1 ,fir, CONNECTED TO THE BUILDING %, `✓0 `'. • ' 3. CONTRACTOR SMALL INCLUDE A 10-YEAR PARTS AND LABOR WARRANTY FOR EACH SPLIT 5Y5TEM HEAT PUMP. ------- - - - r ,,,� ------ I °L 1 ° /001L� FIRE ALARM SYSTEM. RETURN DUCT IQ�I _ I SUPPLY DUCT I 1 % E �tO FILTER AGGESS 2.. I * �I �,� I 1 1 HVAC PLAN NOTES= --------�.. I.J I - FAN --------- TERMINATE R/A DUCT 1 1 jai �EC?ION LSEGTION� FLOAT SWITCH WIRED TO SMUT INTO BASE PLENUM 1 I �' INTERNALLY LINED SHEET 1. 3/4" CONDENSATE DRAIN FROM EACH AIR HANDLING UNIT SMALL BE TERMINATED WITH GOOSENECK I �I DOWN UNIT UPON ACTIVATION METAL BASE PLENUM ABOVE GRADE AND BE ROUTED N THE SAME CHASE AS THE REFRIGERANT PIPING; ALL CONDENSATE BY WATER N AUXILIARY PAN DRAIN PIPING SHALL BE H51JLATED WITH 3/4" RUBBER PIPE INSULATION EQUAL TO ARMAFLEX. ---- CONDENSATE DRAIN LINE 2. CONTRACTOR SHALL FURNISH AND INSTALL 4" DIAMETER METAL DRYER PENT FOR CLOTHES DRYER. CONDENSATE DRAIN LINE DEHUMIDIFIED � W/ 6" DEEP P-TRAP FULL W/ 4" DEEP P-TRAP FULL 1" THICK NEOPRENE PAD AIR DUCT ---_ SIZE OF UNIT CONNECTION 3. EXHAUST FANS LABELED EF-1 SMALL BE A PRODUCT OF FANTECH AND SMALL BE CAPABLE OF SIZE OF UNIT CONNECTION CTYPICAL OF 4) COPTIONAL) TO FLOOR DRAIN OR DRYWELL 1/ .P. FAN SHA BE FANTECH TURBO IN-LINE T H NAT D F AT 8 5 EACH LL XMA 5 INC THE DESIG E C M f U CENTRIFUGAL FAN SELECTED FOR MINIMUM N015E AND CONTROLLED BY A SEPARATE WALL SWITCH :.:.:.:....:.:.:.� .:...:..:...:.:.:.:---------...:.:::::.:.::: ::,. ..... .. .......... :.: .:::..: :::........................_........,.. ......,......_...,.,............_..........._................_......,. ADJACENT TO LIGHT SWITCH; PROVIDE BAGKDRAFt DAMPER ON END OF EXHAUST DUCT FOR EACH FAN. 2x4 WOOD BLOCKING AS REQ' AUXILIARY DRAIN PAN UNDER OPPOSED-BLADE TO FORM P-TRAP N COND. LINE FULL WIDTH + LENGTH OF UNIT VOLUME DAMPER 4. EACH EVAPORATOR COIL SMALL BE COATED WITH A CORROSION-INHIBITIVE COATING EQUAL TO A051L. 5. EACH BRANCH OUTSIDE AIR DUCT SMALL BE SCHEDULE 40 PVC AND SHALL BE EQUIPPED WITH A BALANCING DAMPER. Ko",1 HORIZONTAL AIR HANDLING UNIT DETAIL 2 VERTICAL AIR HANDLING UNIT DETAIL M-2.1 NOT TO SCALE ��2_ NOT TO SCALE PETWAY FINISHED GRADE BEACH HOUSE .41 - 1601 Beach Avenue 1 Atlantic Beach, Florida =I 1= I=) I I=III=I I 3 2 2 3 3 (= II= FINISHED GRADE _ SECURE DUCT WRAP TO FLEX R-6 FLEX DUCT A �_- DUCT WITH GLASS FABRIC _ � -) I=III=I I I=I -) I (_) I I-) I I=� AND MASTIC OR DMT SEALER ----3G, x 4" THICK _ _ _ - SECURE FLEX TO BOOT W/ PANDUIT STRAP CONCRETE COVER -III=1 I =III III=III=III-1 " _ _ _ _ _ CAULK/SEAL SUPPLY BOOT NEW -I I :,::.:::,:Y::::::: ' . °^° �- - - - - TO GYPSUM SHEATHING WITH 11 II 11= I M-I I I_I I -I CONDENSATE DRAIN 3-LAYER5 OF 15 LB. I I= _ _ _ (- APPROPRIATE CAULK OR RESIDENCE PIPING ROOFING FELT - - - - DUCT SEALER- ----36"0 x 4" THICK STRAP OR ANGLE CONCRETE COVER - - 55 GALLON PLASTIC SECURE DUCT WRAP TO GYPSUM --- GARBAGE CAN MN. - • • ROD SHEATHING WITH GLA55 FABRIC PRE-INSULATED • • • • • • 24" DIA. x 30" DEEP I 3-LAYER5 OF 15 LB. I AND MASTIC OR DUCT 5EALER SUPPLY BOOT FILL CONTAINER HALF-FILL CONDENSATE DRAIN I RECTANGULAR ISSUE WITH 1" RIVER ROCK . . . . . . P PIPING ROOFING FELT I� � � � 1 DUCT SfGURE ........ . . . . . . � I ( WIRE no. ate ascription ••••• PROVIDE 1/2" HOLES N LOWER 55 GALLON PLASTIC .......... HALF OF SIDES AND BOTTOM" • • • • • • GARBAGE CAN MN. I 1 9/27/02 DEP APPROVAL AT 4" ON CENTER FILL CONTAINER HALF-FULL " ' ' ` ` 24" IIA. x 30" DEEP I CURVED-BLADE CEILING NOTE= WITH 1" RIVER ROCK • . . . • . I SUPPLY GRILLE VENT CONDENSATE DRAIN LINE WITH GOOSENECK I• • . . ADJACENT TO HOUSE. •••••••• .•_. ' ' ' ' ' ' PROVIDE 1/2" HOLES N LOWER • • HALF OF 51DES AND BOTTOM AT 4" ON CENTER j 10" DIA. MAX. _ _ . .�._. _ .r..�. ....�... ......� .. VENT nANnFNC,ATF nQA_IN I INF %MTH r.nncFNFrK 1 / \ _ _ _ _ - _ GONUtNSA I E UKY'IIVtLL I ) I AIL ADJACENT TCHOUSE_ SUrrLT LOO I INS I ALLA 1 ION S I AIL �N6TTO5GALE FOR GADS M-2.1 NOT TO SCALE REVISIONS MANUAL VOLUME DAMPER no. date description CTYPICAL OF 2) GGONDEN5ATE DRYWELL DETAIL STRAP M-3 NOT TO SCALE 6's FRESH AIR 24" DIA. MAX. ULTRA-ARE A.P.D. 9'Q PURIFIED/ MODEL UA-150H DEHUMIDIFIED AIR 8'e RETURN AIR HANGER STRAPS } FANTECH INLINE -1I TOP V 60" MAX. UNLESS f00T OF EXHAUST FAN WITH AUXILIARY DRAIN PAN UNDER BACKDRAFT DAMPER. STRAP 15 PLACED UNDER A BOTTOM FULL WIDTH + LENGTH OF UNIT REINFORCEMENT FLOAT SWITCH WIRED TO SHUT f,/44" 1 '-O" = �tKWST N CEILING SECURE FLEX TO FITTING Pro Scale:act 1,/ "= 174 DOWN UNIT UPON ACTIVATION „� EXH. DUCT WITH PANDUIT STRAP 1 SIDE VIEWBY WATER IN AUXILIARY PAN inr=33M REINFORCEMENT MAY BE USED FOR ATTACHMENT Drawn by: PGV IF IT QUALIFIES FOR BOTH DUTIES. �/ -1-- 110 CEM Checked by: PGV 12x12 ACCESS DO NOT EXCEED A.S.H.R.A.E. ALLOWABLE LOAD LIMITS. _ _ ULTRA-ARE A.P.D. 330 CFM -J4-- 1 MIN' - Sheet Title -1-- 220 CFM MODEL UA-150H SCREWS HANGERS MUST NOT DEFORM DUCT SHAPE. R-6 FLEX DUCT 8x4 EXHAUST GRILLE PANEL N CEILING SCREWS MAY BE ® ® DETAILS A N D N SAVE SOFFIT WITH OMITTED IF -' -' - SEAL TAKE-OFF FITTING PRE-FAB. BOOT HANGER LOOPS WITH DUCT SEALER TO SCHEDULES 1" THICK NEOPRENE PAD L AUXILIARY DRAIN PAN UNDER IN51DE SURFACE OF MAN (TYPICAL OF 4) FULL WIDTH + LENGTH OF UNIT SUPPLY DUCT 3 .� Sheet Number 4 AIR PURIFYING DEHUMIDIFIER DETAIL 6 EXHAUST FAN INSTALLATION DETAIL DUGTWORK SUPPORT DETAIL q SUPPLY DUCT INSTALLATION DETAIL 'o M-2.1 NOT TO SCALE M-2.1 NOT TO SCALE M-2.1 NOT TO SCALE M-2.1 NOT TO SCALE Ln • of t • N �O y{J CONSTRUCTION SET 7RICHARD SKINNER -m-R"-CHEDULE ELECTRIC POWER LEGEND LIGHTING FIXTURE SCHEDULE SSOCIATES ■ WATER HEAT FLOOR DUPLEX RECEPTACLE *A SURFACE MOUNTED LIGHT 2 2 4 5 St.Johns Ave. RM. NO. LOCATION MARK MANUFACTURER DESCRIPTION SERVICE T0: . Jacksonville, Fl. DUPLEX RECEPTACLE Y� 7 1 0 PENDANT LIGHT 9 0 4 - 3 8 7 -6 7 1 0 Lic. AR 0013338 115 MECH. RM. WATER HEATER #1 PRESTO 80 GALLON ELECTRIC MASTER BATHROOM, LAUNDRY, STACK WASHER #. SWITCHED DUPLEX RECEPTACLE Q C RECESSED DOWN LIGHT ATTIC WATER HEATER #2 PRESTO 40 GALLON ELECTRIC KITCHEN, POWDER RM., BATH #2, BATH #3 + ABOVE COUNTER DUPLEX RECEPTACLE G D RECESSED WALL WASHER ATTIC WATER HEATER #3 PRESTO 40 GALLON ELECTRIC IN SERIES W/ WH #2 + QUADRUPLEX RECEPTACLE E INTERIOR SCONCE G01 GUEST GARAGE WATER HEATER #4 PRESTO 40 GALLON ELECTRIC GUEST BATH, KITCHENETTE SINGLE POLE SWITCH 9F EXTERIOR SCONCE 3 WAY SWITCH OG SHOWER LIGHT 3 4 WAY SWITCH © CHANDELIER A R C H I T E C T 4 ® HARD WIRE CONNECTION (TO MATCH EQUIPMENT) Consultants 0 JUNCTION BOX FLUORESCENT CEILING LIGHT J Structural Enginers Group C DISPOSAL McVeigh & Mangum 42 42"ABOVE FLOOR © CABLE TV KOFLUORESCENT CEILING LIGHT Engineering, Inc. 220 220 VOLTS Haddad Engineering, Inc. GFI GROUND FAULT INTERRUPTER V TELEPHONE �� UNDER COUNTER LIGHTING Jacksonville Engineering & WP WATER PROOF ® TELEPHONE FLOOR OUTLET Testing Company OFM CLOSET LIGHT (INCANDECENT) D DIMMER © CENTRAL VACUUM OUTLET Seal �N CLOSET LIGHT(FLUORESCENT) METER WITH SHUTOFF ©D SMOKE DETECTOR " DISCONNECT SWITCH ® HEAT DETECTOR { EXTERIOR FLOOD LIGHT Q GARAGE DOOR SWITCH (PUSHBUTTON) ©D MOTION DETECTOR-FLUSH MTD. P SECURITY SYSTEM TOUCH PAD ® THERMOSTAT Q CEILING FAN ' SPEAKER DB DOOR BELL ®p MDF-STRUCTURED WIRING PANEL ELECTRIC PANEL F—m-pl SECURITY MASTER PANEL I[JR CEILING FAN W/LIGHT 0S EXHAUST FAN ® FAN/LIGHT T © V CEILING HEATER U HALOGEN COVE LIGHT I I KWHM WP aF F H P-4 HP-3 HP-2 H P- I— GFI GFI GFI TELE. BOXC V S T PETWAY C- CABLE TV BOX _ r D D BEACH HOUSE Pr-11 Fli ----- aGFI - Beach Avenue J ® EHUM E Atlantic Beach, Florida A L 'MP' GFI cFl _ 32233 GFI z�7— A L 'P1' WP A I / I E �J I P NEL 'P2' NEW F RESIDENCE GFI L E • c C C G C D F- z . C 4 EU :@CW I ISSUE ? GFI - E a UN no. date description J ^ LL=Ll 1 9/27/02 DEP APPROVAL 2 2/10/03 PRICING D _ G ` 3 3 C Poe- D 15D VACI?tlM O HA D LIE n (IIIGFI �yGFI ttllG� 1 _ ALSCONCES UD 11 D 4d,\ C 1l � ;/Z/71 IL T.P. - L ��4 _ L r---- future use DB G 4 FI GF G WP WP REVISIONS G G C D C C no. date description D G G - - TO LANDSCAPE LTS. C S T C -- C C S • G G L 3 SMART C _ C C - E 0 - C Q W G G O G 0 Scale: I/4"= I'-01" 0 G FI E G I C C C W GGFI WP Project No.: 0105 G C C FI GFI � GFI GFI GFI Drawn by: DBC Checked by: RG5 WP L Sheet Title N FIRST FLOOR WR/LIG HTI NG M O N N 1 Sheet Number E � l 1 • of u 4 CONSTRUCTION SET 0 RICHARD SKINNER ■ & ASSOCIATES ■ ELECTRIC POWER LEGEND LIGHTING FIXTURE SCHEDULE 2 2 4 5 St:Johns Ave. Jacksonville, FI. 32204 FLOOR DUPLEX RECEPTACLE *A SURFACE MOUNTED LIGHT 9 0 4 - 3 8 7 -6 7 1 0 0 DUPLEX RECEPTACLE Y PENDANT LIGHT Lic. #. AR 0013338 0 SWITCHED DUPLEX RECEPTACLE Q C RECESSED DOWN LIGHT ABOVE COUNTER DUPLEX RECEPTACLE Q D RECESSED WALL WASHER QUADRUPLEX RECEPTACLE E INTERIOR SCONCE SINGLE POLE SWITCH �FEXTERIOR SCONCE 17 -",X) 3 3 WAY SWITCH OG SHOWER LIGHT A R C H I T E C T $4 4 WAY SWITCH © CHANDELIER ® HARD WIRE CONNECTION (TO MATCH EQUIPMENT) Consultants (D JUNCTION BOX FLUORESCENT CEILING LIGHT Structural Enginers Group J McVeigh & Mangum Q DISPOSAL Engineering, Inc. 42 42" ABOVE FLOOR © CABLE TV K70 FLUORESCENT CEILING LIGHT Haddad Engineering, Inc. 220 220 VOLTS Jacksonville Engineering & GFI GROUND FAULT INTERRUPTER V TELEPHONE )m:w< UNDER COUNTER LIGHTING Testing Company WP WATER PROOF ® TELEPHONE FLOOR OUTLET O+M CLOSET LIGHT (INCANDECENT) Seal D DIMMER CENTRAL VACUUM OUTLET [:IN N CLOSET LIGHT(FLUORESCENT) METER WITH SHUTOFF ©D SMOKE DETECTOR [�] DISCONNECT SWITCH ® HEAT DETECTOR EXTERIOR FLOOD LIGHT Y -1P� • GARAGE DOOR SWITCH (PUSHBUTTON) ©D MOTION DETECTOR-FLUSH MTD. O ® THERMOSTAT �,p, SECURITY SYSTEM TOUCH PAD ® SPEAKER Q CEILING FAN DB DOOR BELL STRUCTURED WIRING PANEL ELECTRIC PANEL SECURITY MASTER PANEL (�Sp J.JR CEILING FAN W/LIGHT ■S EXHAUST FAN ® FAN/LIGHT T ®U CEILING HEATER HALOGEN COVE LIGHT V r PETWAY BEACH HOUSE `-� F- S R -,�— G 1601 Beach Avenue 4 c S G c c G Atlantic Beach, Florida T.P. 32233 o LJ 4 E Y A A c c c c C Q G NEW • SMART 3 4 3 E RESIDENCE 0 D SCOTT A A A PANEL' C C TO LT IRS q� ATTIC '�" ° . C C G ISSUE p� SMART description c no. date descrlptn C 1 9/27/02 DEP APPROVAL E E 4 2 2/10/03 PRICING 3T314' E 4 C J k no V A n7 LL— C (J 0c , ,� 3. � �� "C C C C C Q SMART C TO SW. BELOW E REVISIONS OO Ono. date description El C 4 4 N V C N -- _...- — GF` ° S RT S T C G G C C _ C C a4 N Q LA Scale: 1/4"= P-0" o Q 0 Project No.: 0105 Drawn by: DBC FI c C Checked by: RG5 s Sheet Title g GL C SMART C d N _ 2ND FLOOR M 0 o PWR/LIG HTI NG N Sheet Number E � 1 ,a2 of 1)ec�o � Ch w 42 CONSTRUCTION SET RICHARD SKINNER ■ GENERAL N OTES . N & ASSOCIATES 0 1. INSTALLATION SHALL COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL INSTALLATION IN EFFECT; WITH THE REGULATIONS OF THE 2245 St. Johns Ave. NATIONAL ELECTRIC CODE, NATIONAL FIRE PROTECTION ASSOCIATION, ALL LOCAL GOVERNING CODES AND ORDINANCES WITH THE Jacksonville, Fl. 32204 REGULATIONS OF THE SERVING UTILITY COMPANY. PROVIDE REQUIRED PERMITS. 904-387-6710 2. SEE SPECIFICATIONS DIV 16. MAIN HOUSE GUEST HOUSE Lie. #. AR 0013338 3. DATA/TELEPHONE WIRING: A, a.FURNISH COMPLETE DATA/TELEPHONE CABLING SYSTEM. INSTALLATION SHALL COMPLY WITH EIA/TIA, NEC AND UL STANDARDS. 2" CONDUIT TO ATTIC SPACE FOR SATELLITE CABLE b. PROVIDE (2) 2 HOUR TRAINING SESSIONS TO INSTRUCT OWNER IN THE USE OF SYSTEM. c. DATA/TELEPHONE CABLES SHALL BE CATEGORY 5e, 4-PAIR 24 AWG 350 MHz CABLE, YELLOW JACKET. LEGEND: V d. PROVIDE (40) GRAY, PATCH CORDS (TELEPHONE). TV OUTLET LEVITON 40850-BW WITH COVER PLATE. e- PROVIDE (10) 3' GREEN, CATEGORY 5e PATCH CORDS (DATA). COORDINATE WITH ARCHITECT FOR COLOR, AnC1-11r'r1E C (1) 'F' CONNECTORS, (1) CATAGORY 5e, - (1) RG-6 COAXIAL CABLES, TEST ALL DATA/TELEPHONE CABLES USING EQUIPMENT MEET TIA TSB-67. PROVIDE REPORT FOR EACH CABLE. RJ-45 JACK. (1) FOUR PAIR CATEGORY 5e CABLE DATA/VOICE OUTLET con"ants 9. PROVIDE LABELS TO IDENTIFY OUTLETS, PATCH PANELS AND BOTH ENDS OF CABLES. LEVITON 40850-BW WITH COVER PLATE. (2) FOUR PAIR CATEGORY 5e CABLE COORDINATE WITH ARCHITECT FOR COLOR. 4. CABLE TV: (2) CATEGORY 5e, RJ-45 JACK. 0. PROVIDE TV CABLES, OUTLETS, PATCH PANELS, SPLITER, TAPS, SURGE PROTECTORS AND AMPLIFIERS FOR (1) FOUR PAIR CATEGORY 5e CABLE COMPLETE CABLE TV SYSTEM RECEPTION AND DISTRIBUTION. W TELEPHONE: W1 1. 10, b. COAXIAL CABLE SHALL BE RG-6 TYPE. V LEVITON 40253-W WALL TELEPHONE UPPER LEVEL C. SIGNAL STRENGTH AND CLARITY OF PICTURE AND AUDIO SHALL BE TESTED AND DOCUMENTED FOR EVERY TV OUTLET. 5. ALL STANDARD RECEPTACLES SHALL BE GROUNDED BY MEANS OF A GROUND WIRE. (1) RG-6 COAXIAL CABLES, SOW 6. THE APPROXIMATE OUTLET LOCATIONS ARE SHOWN, THE EXACT LOCATIONS SHALL BE DETERMINED AT THE PROJECT SITE. 1"C.,RG-11 CABLE (1) FOUR PAIR CATEGORY 5e CABLE CABLE TV SURGE SUPPRESSION (1) RG-6 COAXIAL CABLES, (2) FOUR PAIR CATEGORY 5e CABLE 7. ELECTRICAL GROUNDING AND BONDING SHALL BE IN ACCORDANCE WITH ARTICLE 250 OF THE NEC. GROUNDING SYSTEM SHALL IN NEMA-1 BOX (1) FOUR PAIR CATEGORY 5e CABLE ALSO BE EXTENDED TO THE METALLIC COLD-WATER ENTRANCE PIPE. <>-3/4" CONDUIT 8. EACH FEEDER RACEWAY ON THE LOAD SIDE OF THE SERVICE ENTRANCE SHALL CONTAIN GROUNDING CONDUCTOR SIZED AS $ELLSOUTH TEL. BOX S MDF 4 PAIR CABLES -c>-(2) FOUR PAIR CATEGORY 5e CABLE IDF INDICATED AND WHERE NOT SHOWN SHALL BE SIZED IN ACCORDANCE WITH TABLE 250-95 ON THE NEC. GROUNDING CONDUCTORS (1) FOUR PAIR CATEGORY 5e CABLE - -a--SUPERIOR MODEL SHALL BE COPPER. PROVIDE RECEPTACLES AND EQUIPMENT. #MSDET406DA4V4 9. SMOKE DETECTORS: Provide smoke detectors in all areas as required by code. 1 1/2" CONDUIT W; L Verify oil locations with Architect. Activation of one detector shall energize sounder of remaining detectors. CAP AT 5 FEET �SECURITY PANEL BEYOND BUILDING -q LOWER LEVEL E \-TELEPHONE/DATA/VIDEO -(2) RG-6 COAXIAL CABLES, 1-#6 BARE COPPER GROUND TO 1" CONDUIT E- 9 NEAREST APPROVED BUILDING GROUND. 1-1/2" CONDUIT CAP AT 5 FEET--/ 1"C. CAT 5e CABLES PROVIDE 10'-0" SLACK AT BOARD. c>-(2) FOUR PAIR CATEGORY 5e CABLES BEYOND BUILDING AS DIRECTED BY CABLE TV COMPANY ' 1 CONDUIT LOAD CALCULATION ( MDP ) TELEPHONE DATA VIDEO RISER DIAGRAM LIGHTING AT 3 WATTS (5140-MAIN HOUSE + 721-GUEST HOUSE = 5861) =17,583 WATTS NOT TO SCALE OVEN DOUBLE = 8000 WATTS MICROWAVE - 1000 WATTS WATER HEATERS-1 0 9000W = 9000 WATTS WATER HEATERS-3 0 6000W =18000 WATTS WARMING DRAWER = 500 WATTS 'F=-_'ETWAY ELEVATOR = 3000 WATTS BEACH HOUSE WINE COOLER 500 WATTS ICE MAKER GUEST HOUSE 1000 WATTS MAIN HOUSE 1601 Beach Avenues Atlantic Beach , FL. GARBAGE DISPOSAL = 800 WATTS PANEL 'P.3' 32233 DISHWASHER = 1500 WATTS WASHER = 1500 WATTS DRYER = 5000 WATTS O NEW -14.38" 5RESIDENCE WHIRLPOOL = 700 WATTS FLUSH BOX 1200A M.L.0 APP CIRCUITS (7) AT 1500 WATTS EACH -10500 WATTS 42"H x 14.38"W x 3.6"D LEVITON SMC 420 SUBTOTAL - 78,583 WATTS WITH HINGED DOOR SECOND FLOOR FIRST 10 KW AT 100% = 10.0 KW 3 #3/0 CABLES, EWE 1 #6 GROUND REMAINDER AT 40% IN 2" CONDUIT. > no. date description V.4 KW Tt 0 0 0 0 0 vv -24 PORT PATCH PANEL 6.25" WITH TELEPHONE MODULE 3 # HEAT PUMPS = 16.3 KW .3/0 CABLES,--< LEVITON 47603-24P 1 #6 GROUND AHU'S AND HEAT STRIPS = 30.8 KW o a o o v v v47603-05 IN 2" CONDUIT. 47603-110 EXTERIOR LIGHTING = 4.0 KW 0 -24 PORT PATCH PANEL PANEL "MP' 11 TOTAL EST DEMAND LOAD = 88.5 KW 6.25" 0 0 0 0 0 0 WITH TELEPHONE MODULE 0 0 0 0 v vPANEL 'Pl' PANEL 'P2' PANEL 'G' TOTAL EST AMPS AT 240V =368.8 AMPS 0 0 0 0 0 0 0 0 0 v v v 47603-05 KWHM 200A 47603-110 200A 100A ER BLOCK LEVITON #47605-DP 0 �__- I I 200A .) (5) (5) (5) REVISIONS 6.6" Q 0 0 i 2.8" 1 1 400A S I no. date description LOAD CALCULATION ( PANEL G ) -4- S-3" CONDUIT EACH WITH > 2P 1200A M.L.0 1200A M.L. 1 OOA M.C.B _t 3 ffOO KCM COPPER CABLES 120/24OV, SINGLE PHASE 5 PORT HUB . . . . . . 3.1" SURFACE MOUNTEDCIRCUIT , 42 CICU3 �26 CABLES, 120 240V INSPECTION PLATE 1 GUEST HOUSE- 47605-ETX -4- GROUND IN 1 1/2- CONDUIT. LIGHTING AT 3 WATTS (721) = 2,163 WATTS 1 x 8 COXIAL CABLE MODULE - 3 x 8 VIDEO SERVICE MODULE FIRST FLOOR WATER HEATER-1 0 6000W = 6000 WATTS LEVITON #47690-38B c>-2/0 RANGE = 1000 WATTS NOTES: TO POWER SOURCE AS -o TO BUILDING FOUNDATION REINFORCING BAR 1. PROVIDE 36 PATCH CABLES DIRECTED BY POWER COMPANY NO LESS THAN 20 FEET LONG, 1/2 INCH Scales AS NOTED APP CIRCUITS (7) ATr 1500 WATTS EACH =10500 WATTS 1-3"C. WITH 3 #400 KCM MINIMUM DIAMETER. F F No.- _MDF BOX COPPER CABLES Dmwn by. JB. 3/4* x 10' COPPER CLAD GROUND ROD SUBTOTAL = 12,163 WATTS NOT TO SCALE Chw*ed by- N.H. FIRST 10 KW AT 100% = 10.0 KW Shoot Title REMAINDER AT 40% = 0.9 KW POWER RISER DIAGRAM HEAT PUMPS = 2.8 KW NOT TO SCALE ELECTRO- CAL r% '1�2 AHU'S AND HEAT STRIPS = 4.8 KW POWER RISER NOTES: DETAILS TOTAL EST DEMAND LOAD = 18.5 KW (1) 120/240 VOLTS, SINGLE PHASE, 42 CIRCUITS, FLUSH MOUNTED. TOTAL EST AMPS AT 240V - 77.1 AMPS 2 POLE, 400 AMP, CIRCUIT BREAKER WITH SHUNT TRIP. Shoot NuMber (2) 120/240 VOLTS, SINGLE PHASE, 40 CIRCUITS, FLUSH MOUNTED. (3) SURGE PROTECTOR-APT# TE/IXT/160 KA-FLUSH MOUNTED (a) SURGE PROTECTOR-APT# TE/IXT/120 KA-FLUSH MOUNTED (5) ALL CIRCUIT BREAKERS FEEDING BEDROOM POWER AND LIGHTING if CIRCUITS SHALL BE ARC-FAULT INTERRUPTOR TYPE CIRCUIT BREAKERS. i 111 16" 51 20 EUTHENICS 000 P.SOI.�W/R(2) 0 30 BAR CONETE HEADER T. „ � 10 1" GHAMF to outsl 1� OFFSET, EA. SIDE RELOCATE LIGUSTRl.1MS STUD 10 4" - 6" DEEP COMPACTED 2' WIDE ER P DE EDGE ASPHALT STRIP, CONTINUOUS PAYERS TO MATCH TO PROPERT,r' LINE LANA ARCHITECTURE SAWCUT EXISTING EDGE OF PAVEMEN7T — kellmoreecomcast-net 2 -oil �� 1601 BEACH AVE. DRIVEWAY � DOUBLE SWING PICKET COMMUNITY5ADESCNNINC EXCAVATE LOOSE ASPHALT FENCE GATE I \ 18' 304 246 6219 904 241 8382 fax EXISTING ASPHALT PAVEMENT `Q GRASSED FLORIDA RECD. NO. 1160 .•• •'' \�\/\/� " C CxEOR3IA Fill NO. 6�n8 SUITABLE PLANTING FILL SOIL (o CONCRETE AN A B D AROUND D 4 `41 \ PERIMETER OF CONCRETE PAYERS R. .�' �� —. � WPP � •••`�`,_ IJ, v s -- - -� —iai i—� —� i P•: COMPACTED NO. 909 STONE BASE I :•• • — �— � �— � — �--- � --� ��,"----9.� �8� •�•� �"��—III I � • w � � •�` l _ X I 42" HT. BLACK PICKET ALUMINUM FENCE POSTS 4O.G. EXISTING LIMEROCK BASE r14 SEAL XISTING; COMPACTED SUBGRADE CP ` � X 1l DEEP coNCRETE "��,��: Ci��:� ° C,�YEXISTING MOUND � \ �� NTS HEADER CURB �W/ 2 3 BAR \ ��— FUTURE 32 RECYCLED BRICK WALK CONTINUOUS - 173 LF 8 \ I 2, w SET FACE OF CURB 2' BACK I 20" Y 42" HT. BLACK PICKET ALUMINUM -� I U OF EXISTING EDGE OF PAVEMENT FENCE, POSTS 4' O.C. / w - SAWCUT EDGE OF EXISTING BFPO PAVEMENT FOR GLEAN EDGE FILL SPACE W/ MIN. OF 4" OR FULL Z SAWCUT ASPHALT CLEANLY, EXCAVATE 6 X 9 SOLDIER PAYER BORDER DEPTH ASPHALT O � ,� � (� ASPHALT AND L IMEROCiC RUN CURBING AROUND BACKSIDE I Lu TOWN' CONCRETE FIELD PAVERS OF DRAINAGE INLET =3 I EXISTING ASPHALT --S„ 2" cOMPACTED 0I STONE I V I I I I•I I I I•I•I I I I•I•I 1.1.1.1.1.1.1 I I•I I I I•I�I�I�I I I I " �•N� I •lO„ 5 1AY 5111 QV -1•" QY . • �— z EXISTING E.O.P. W � QY 10 Qv QV 12QV 2 04' GATE II . _ •.}� � T"•.: ;�r. ":i by::,•.n�:•Yti v.t."'.•.i:" •... I a�'^ � •4. ..0 .0' � a � 4� 4 .O ,4 �0..• 0 •r� •.`••. �' .:♦n 1 ■ • . • �� ,•�° • 4 • u.4.�,�� j I��f� I�•��-�-=1•�•j-�_j•_I . __I.I-1 �. ------.1. 1---1<:( 1 1 � Ur♦O .y D n • o .. e - 6 .i1,. I_I I I I I 1 I I I I 1 11 I I I I I I I I 1 I Imo- • WPP V SMALL FH � I�I—I ax I2” CONCRETE F3AND FLUSH �� MOUNDS I cofl, ca -1 1 1- 1 I - " 30 HT. BERM SCULPTED 111111 I,i II I_— WITH PAVEMENT, 3000 P.S.I., * 4o AT ARCHITECTS DIRECTION f-- BAR, /z GN,4MFER TOP EDGES D.I. �•' REC%I'CLED BRICK WALK EXISTING COMPACTED SUBIGRADE 611 X 1611 PEEP CONCRETE Lu SET FACE OF CURB 2' BACK #3 2 ° A OF EXISTING EDGE OF PAVEMENT HEADER CURB W/ B R m � CONTINUOUS 1�-L AYE.� E A � � � SCALE : 111 I'_0" ss vl,,4Nwr Lomrs p" X 9" SOLDIER BAND, FIELD COLOR 8"x 12" CONCRETE RETAINING BAND 3000 P.S.I., W/ (2) 0 40 BAR CONT. RECYCLED BRICK PAVERS SHEET TITLE CHAMI=ER TOP OUTSIDE EDGE RUNNING POND PATTERN 'OLD TOWN' CONCRETE PAVERS IN FIELD SUITABLE PLANTING SOIL 2" COMPACTED VoS STONE 1'/2" SAND BASE I 1 fv t LOTS SITE ..t. PLAN tr. p•f SUITABLE PLANTING ••�' G SOI L •�•�� .. .. .. ��. . . •, . . . �� •lJl �—I•I I—I � �• �� I—I I�I� � � � �I I•�I—•I•I I---I � III—I I 1 X 4 PT RESTRAINING EDGE -III—III—If I I—III—I•I•I—III—I•I I-'----I I• I----I• I I—I�I I—I�I ' "��" �• ._._. I —1 I� 1=1 —I —I I_— 11=• 7111 I,E:lMi I- I-III-1 I I- I =�_-� _ STAKE 3' O.C., EA. SIDE -I i I i I- 1- 11-1 ISI I TI ISI I - I I-I --1 I III -I -III -; - I L1 -111-111— I� I ,;,I I NEII 1 I I I I- —I D D - I= I I= I I^ EXISTING COMPACTED SUBGRADE i=I I =I JANUARY 22, 2006 EXISTING COMPACTED SUBGRADE REYISIDNS I I SOCT I ON 6 RSC"'CLAD 5R I CSC 1UALm<LUAY SCALE � S�CtIo� � M�nI,�� n�� C�� SCALE : I" = 11_01' `� 1 SCALE : I" V-01, = " = 10' NORTH SHEET L1 of I o"x 1F," CONCRETE HEADER CURB SI 10' 20' EUTHEN I G5 3000 P.S.I., W/ (2) * 30 BAR CONT. 16" OFFSET, EA. SIDE RELOCYATE LIGLISTRUI"1r.� STUDIO 4" •- 6" DEEP COMPACTED 2' WIDE 1" CHAMFER TOP OUTSIDE EDGE ASPHALT STRIP, CONTINUOUS PYAVERS TO MATCH TO i~'ROPEfi'zT�' LINE I LANE) ARCHITECTURE PLANNING 1 -011 " 101 BEACH AVE, DRIVEWAY DOUBLE SWING PICKET URBAN DESIGN SAWCUT EXISTING EDGE OF PAVEMENT 2 - �� FENCE GATE I EXCAVATE LOOSE ASPHALT i2 fax ' 90� 2�(0 X219 \ �\ \� �� B 18' kel more�com904 241 �a st net EXISTING ASPHALT PAVEMENT - �� / GRASSED FLORIDAREG.RECs. No 665 SUITABLE PLANTING 1✓ILL SOIL 6" CONGRETE E3AND AROUND `41 PERIMETER OF CONCRETE PAVERS o�Q a d•.. �-o a, 0....0• o•�. .o a o' / //// `a; ��j\/ �( � ..I fl .O•: - O •..O• .. v ❑ 4' a+ , .. \/ WPPLZ COMPACTED NO. 909 STONE SASE I ` E �'•.f Lu :4 I X I _l 42" NT. BLACK PICKET ALUMINUM FENCE I ?.of POSTS O.C. - �•�; EXISTING LIMEROCK BASE XISTING COMPACTED SUBGRADE r14 SEAL I —4 II II / �� \ � X 16 DEEP CONCRETE / \ SECTION � MEDIAN H0I4C)rmp CURS EXISTING MOUND HEADER CURB W/ 2 030 BAR \ — FUTURE 3211 REC'r c:LED BRICK WALK NTS CONTINUOUS _ 113 LF Sll QV� I �' • II I U SET FACE OF CURB 2' BACK I 20 V 42" HT. BLACK PICKET ,ALUMINUM -� OF EXISTING EDGE OF PAVEMENT I FENCE, POSTS 4' O.G. It SAWGUT EDGE OF EXISTING BFP / - PAVEMENT FoR CLEAN EDGE 0 FILL SPACE W/ MIN. OF 4" OR FULL 0 SAWCUT ASPHALT CLEANLY, EXCAVATE 6 X 9 SOLDIER PAVER BORDER DEPTH A5PHYALT O I / RUN CURB INC AROUND BACKSIDE i ASPHALT AND LIMEROCK 'OLD TOWN' CONCRETE FIELD PAVERS OF DRAINAGE INLET EXISTING ASPHALT II 2" COMPACTED 008 STONE I / A S 10" BAY / 8" QV QV } EXISTING E.C.P. o� I I I oI: I o I I I I I I I I I I I I I I I I '"'`•4}r�. JI •••. r:4�:'.� r. ;•�A..Y+Y- •�.• .v,Y.Y.�h%•n`•••�Yti✓�+,:1 .T.-�. .ter .tom. I . • LL • " QV / 1D'� QY 12QV 12QV 12 �QV 12 Lj f; 4' G�T �r I I I I I SII QV WPF o.:o :••�.• �•;�� i..��I:.l.�~l•�•1-1��f 1�1•I 1-�•I 1=1�•(�1 � ° ... 41= I;l I I, 1 I I I 1 III I I 1=1 11-11 ►— HLu `J °;C. .. - ,'da - •.8. . SKI I I I I SMALL MOUNDS -0— 777777 Lu —I I I� �I I I I I vl I 1 III IiIIII II I I I s"x 12" CONCRETE BAND FLUSH S�RMSCULPTED PAVEMENT, 3000P40 AT ARCEGTSD DIRECTION u BAR, 1/2 " CHAMFER TOP EDGES D.I. 4' RECYCLED BRICK WALK EXISTING COMPACTED 81.15GRADE 611 X 1(o" DEEP CONCRETE SET FACE OF CURB 2' BACK # � OF EXISTING EDGE OF PAVEMENT HEADER' CURB W/ 2 3° BY4R co � CONTINUOUS 5E AGS AVE. Ct o� o,�ouu��r PAvres CoNCRotrm 5,4Nn KOD_� PLAN oa VACANT LOTS '��J7 6" X 9" SOLDIER BAND, FIELD DOLOR 31ix 000' CONCRETE P-6.1, W1 (2) 40 BAR CONT. RECYCLED BRICK PAVERS AINING 5AND SHEET TITLE 'i2" CNA1Vi1=ER TOP OUTSIDE EDGE RUNNING 1w30ND PATTERN 'OLD TOWN' CONCRETE PAVERS IN FIELD SUITABLE PLANTING SOIL "I '"�8 STONE SII 11/2" SAND BASE I ll� 16th ST. 2 COMPACTED E LOTS SITE FLAN •� ••�:•� �:.•• ,• ..< "•. SUITABLE PLANTING 50I1 .. .. ,. ... .. ,. 4•Y.• 'q' ••~.•• i III--III—I� I�I—•--•I �-�: =�:��}•: .•�� .:�: •�•� •� . . '•ti: •I I�I—I I•�I•�--1 I I—III--III---III — — 1 X 4 PT RESTRAINING EDCxr �•I I�I---I I•�I----1�I I I•I I—III-1`I I•-1.11---I I•I I I I—I•I I—I I ';� "�1" t� �� I i� I i I I I I =I I I I I —1 I —1 - _ STAKE 3' O.G., EA. SIDE — I 111— I �I I �LI i I I� -—I 11 I I— D D —I I --III=III— EXISTING COMPACTED SU GRADE EXISTING COMPACTED Su3GRADE JANUARY22, 2006 REVISIONS Ct i o� ��o�� c�� s RrmC%rr LS 0 BRI CSI u AL<UJAY �o� SCALE SCALE I" = 1'-0" � SCALE 1" = I'-,a" 111 = 10� NORTH SHEET L I of RSP 111 EX15T5 25.5 E c __T----- ..ww__--_- -----.__ _ __- _ _-_____ I I ' I - - CRATE ► EUTHENIC6 IRR G. METER _ _ _ _ _ _ _ _ _ _ _ _ ww _ w - - _ _ - - _ - - _ - - STUDIO EX15T5 No .Boom K' A5 I u E 11/411 E /4 II E 11 E 1„ BB ,11 13B BB BB BB B� 34 G E 3,4 II E E 3/4 N E G E E E E 1 A r 3 j�n 0 0 A5 E 4 E LAND ARCHITECTURE COMMUNITY PLANNING B i E 45 II nc nc nc C UNIT I URBAN DESIGN UNIT UNIT UNIT 8 1 LATERAL CONTROLLER w u 1 904 241�a38221 ax 21161-v. LOCATION kellmorsocomca5t0et I, I MAINLINE 3, " SLv. I FLORIDA LEG. No. 1160 ELEVATOR GEOR31A REG. No. 66a W A 11/411 1,411 3,4 I I • ,atm Atm 0 I 3,4 11 A8 C 71117 BB C 1" l n Alm AIO E 3 3/4" 11/2 11 3/4 0 2 11 SLv. 266 L• C 1'/4 1 3, II SEAL. E 11/2 „ E E E E E 3/4 I I E E 1 11 E I 4 3,4 11 D ___r nomrm BBQ BBB ___r BBBmrrr ...m mm= amm" "monk 0M." ___� �� llll m A A Q 1 I 1,/ I I ~y I I 3j4 I I g I" E E G E E B� 113 13/4 1, 2 1 1 1 G 3,4 11 C I I A IAh I I �r n I I u G �u G I �4 3/4 11 3/4,1 E E E E E E C 3j4 C C C 111 C G 411 2 11 C 11/4,11 G I G F BB 1 p EG loftr ..... BBBBBBBBBB_ BBBBBBBBBBr .� >� Brw.. ...� ___r BBBBBBBBBB_ .,._. BBBBBBBBBBB� _�,. BBBBBBBBBBB� �. BBBBBBBBBBBA BBBBBBBBBBBA o__r mroM ___r w..r_ BBBBBBBBBB_ woo BBBBBBBBBB_ A A 32.5 E E 1F th STREET BEACH ACGESS W E � 4 5 I(oth STREET f3EACH AcCE58 11 WOOD WALKWAY 2 211 - 40.5 • 40.0 rLEGEND JU �C BEAD KEY fit Q 2' MAX. DURABLE WEATHER RESISTANT LD. D ON SPECIFICATION 1-U QL PLASTIC VA)_VE BOX IVITH 0 RAIN51RD 1806 6" RISER ::3 PyM"T. EXTENSICN6 IF NECESSARY. 0 wATr=R eouRCr= 112" Irrigation Meter • RAIN151RD 1612 HIGH Pop � Z � IRRIGATION PLAN WOE FIN16H GRADE 11 (D RAINBIR ) SHRUB RISER I v 5ALL VALVE 2 ;:3raaa a/Valve 15ox SCALE: 1" - 10' 4 � INSTALL VALVE 5OX OTI r-al A. ABOVE FINISH GRADE IN �,�G} � OW i� YIGE I�at�.g 00-1 �Q '-1.5 AQ R.4INBIRD - 15Gt : TUI AND 211 IN SHfta .AREA5. ...,. .� MAINLINE 2" SCH 40) PVC BQ RAINBIRD - 15T d 3M-DBY WII� coNNEGtoi�s I 0 RAINBIRD - 15H � 1114AND EXPANBIGN COILS, SLEEVING Schedule 40 PVC o 10 WRAPS AROUND I/2" PIPE. p CONTROLLER Rainbird EJP, 6 Station Clock 00 RAINBIRD - 15TO ELECTRIC SOLENOID � r r CONTROL VALVE. Q RABINBIRD - 4'55T VALVE Ra inbird PCNA Series w/ PRS_p E LATERA. PIPING Pressure Regulator Q RAINBIRD - 15F IRRIGATION NOTE5 I TO SPRNICLER6. LATERAL LINE GL 200 PVC, 1/2" unless noted GQ R4INSIRD - 4'EST I 411 PEA GRAVEL BASE � I rr i C a t i on Contractor shall be responsible for • • • ' W/ FILTER LINING. 9 YALE NUMB R H o RAIN5IRD - 15TT f- 211 vA51z 0 RAINIBIRD - I GPM IBU5 3LER '•.' � ° • a VALVE w1R1r FRaM LVE � BB all applicable Fees and permits- . . . . CONTROLLER. ZONE GFM -AV 0 RAINBIRD VAN SERIES NOZZLE ,411 Pipe and LUire under paving shall be placed in MAINLINE R,A(Nl:31R17 "OGLE OTHER THAN 15' R � p p Glmo Schedule 40 P.V.G. Sleeves for the full pavementWATERINGr SiC�IEI��TLE coverage length and shall l be at least 24" below grade. a "'MIR FC-A= - Pc-6" POP-UP 4.0 NOZZLE g g TYPICAL 60LEN00 VALVE PROGRAM ZONE GYM MMJM DAYS/WUX HUNTER FC-d= - PC-6" POP-UP 2.0 NOZZLE Mainlines shall be buried to provide a minimum cover of 18", "Tg A 1 25.5 15 3 while all Lateral lines shall hve a minimum of 12 ". ,4 2 32.5 15 3 _ _ 11 a HUNTER F+GJ Pc 6 POP-UP s0 "oME ,4 3 20.5 15 3 The Contractor should take care to reroute piping A 4 40.5 15 3 to avoid plant or tree roots. Mand dig as necessary. 12" A 5 40.0 30 3 All Sprinklers shall be site adjusted to prevent water SHEET TITLE overthrow onto building surfaces and walkways. 411 Piping downstream of Solenoid Valve to be CL 200 P.Y.C. T. 12" A l l Control Wiring to be 14/1 U.F. direct burial. "O7�' S8r'�L �'"`�� 4; AT FMIBEIED c�RaDE 8MMANUAL 1=oR WALL_ MOUNTING, IRRIGATION . � . ". COMMERCIAL CONTROLLER Install a "MiniCl ik" rain and freeze sensor device. 4 APPROVED OAdCfiILL NT' INSTRICTION6, ALL WIRING TO BE PLAN INSTALLED AS PER LOCAL CODES. g Tr�I L CJ L SPRWLER Verify location with Owners Representative. HI-POP SPRAY OF%WLER a POTENI"P GRAM Install 5a ckf low Preventer in an inconspicuous 4 .. _ APPROVED 13AC44F►LL DO NOT U8E SIPE INLET 4a location such as shrubbery. 011 PVC OR BARBED AIRY sPRN ItLM All piping 1/2 " CL 200 PVC unless noted ALE ELL DATE ISS9ffD_ JUNES 7 2005 /21, FLEX PIPE STREET ELL JUNCTION BOX REVISIONS /411 FLEX PIPE TERAL PIPE o CONDUIT FOR CONTROL AND ATEI?.4L PIPE COMMON UP,DIRECT BURIAL WIRES TO REMOTE CONTROL —LATERAL TEE VALVES.EXTEND CONDUIT [L A RAL TEE TO IRRIGATION MAINLINE SCALE CONDUIT FOR 120 VOLT WIRE 1=R1oM FOW�R souRcE. 1 r, W 10' NORTH !. _ TYPICAL H1 -1="0P 5PR,4Y 5PRINKLER Nrs TYFICAL WALL MOUNT CONTi�OLLE- '_ SHEET TYPICAL. POP UP ROTARY' SPRINKLER NTS � NOT TO ecAl>; L � � 1 QTY. KEY COMMON NAME 50TANIC,AL NAME SIZE HE IGHT SPREAD REMARKS I QV LIVE OAK QUERCUS VIRGINIANA 411-41/2" CAL. 141 - 1(0' -11- 8' FULL, STRAIGHT, MATCHING 2 WR WASHINGTONIA PALM WASHINGTONIA ROBUSTA 16" CAL 20' - 22' OA -1' - S' FULL, STRAIGHT, REMOVE 50OT5 6TUE) 10 4 CID CANARY ISLAND DATE PALM PHOENIX CANARENSIS 20" CAL 16' CT 10' - 12' FULL, STRAIGHT SPECIMANS LAND ARCHITECTURE 3 PC SAND PINE PINUS CLAUSA 30 GAL 1o' - 8' 5' - 6` FULL COMMUNITY PLANNING URBAN DESIGN I TL TREEFOR"i LIGUSTRUM LIGUSTRUM JAPONICA 30 GAL S' - 10' 7' - 8' TREEFORM, 4' CLR TRN1C e04 24(o 621S CENTRAL LEADER 904 241 8382 fax 24 SP CABBAGE PALM SABAL PALMETTO 1411 CAL 16' CT "1' - 8' FULL, STRAIGHT, BOOTLESS FULL CANOPY WITH STRAIGHT TRUNK kBllmoreecomcaet.net 2 CH EUROPEAN FAN PALM CHAMEROPS HUMILIS 15 GAL 2411 -3611 31 - 4' FULL, SPECIMAN ACCENT FLORIDA REG. NO. 1160 GEOF;raIA FMG. NO. 668 4 GS CRINIUM L-ILY CRINUM SPECIES 10 COAL 21 - 3' 31 - 4' FULL, 8 LEAF MIN. FOR TRE1_53"+ CALIBER 45 PM PODOCARPUS PODOCARPUS MACROPHYLLA 15 GAL 41 - 51 3' - 4' FULL, STRAIGHT, BUSHY STAKE TREE W/ 12 GA. WIRE,AND HOSE 1200 AROUND TREE WITH 2" X 2" WOOD TREE STAKES F(OR P.T. WOOD 2 X 4 STAKES TREES 3" OR LESS, 2-3/TREE IIF FLAGGsINC: 21 IC JAPANESE HOLLY ILEX CRENATA 5 GAL 24" 30" - 36" FULL, NO STEP UPS NECESSARY FOR STABILITY 4" EARTH SAUCER FOR WATERING 35 PT GREEN PITTOSPORUM PITTOSPORUM TOBIRA 3 GAL 24" 2411 FULL, NO STEP UPS 6" SOIL MIX - 1/3 COMP05T, APPLY ro" PINE STRAW MULCH LAYER 2/3 TOPSOIL INSTALL TREE AT LEVEL GRADE 1 BV RED BOUGANVILLA BOUGANVILLA SPECIES 10 GAL 5' 2411 FULL, ESPALIATED 85 RI INDIAN HAWTHORN RAPHIOLEPIS INDICA 3 GAL Is" 2411 FULL, NO STEP UPS �� '�'\' �� ,� •3<y �`� COMPACTED EXISTING SOIL a ~�� BACKFILL FREE FROM DEBRIS 14-1 AK RED RUFFLE AZALEA RHODODENDRON O5TU6EUM 3 GAL 24" 2411 FULL, NO STEP UPS `'�i iii`i i i`% ...� TAMP AND WATER IN TO REMOVE AIRPOCKETS 250 JC BLUE SHORE JUNIPER JUNIPERUS CONFERTA 'BLUE PACIFIC' 3 GAL 1011 18" 4-LEADER MIN. 92 TD FAKAHATGHEE GRASS TRIPSACUM DACTYLOIDES 3 GAL 2411 1$" FULL LEAFD 515.9CONTRACTOR TO 1=3E AWARE OF POSSIBLE UTILITIES IN AREA WHEN DIGGING `J 40 AS ASPARAGIUS FERN ASPARAGUS SPRENGERI 1 COAL 12" 12" 6 SHOOT MIN. 548 EG EVERGREEN GIANT LIRIOPE MUSCARI 'E. GIANT' 1 COAL 12" 1211 6 BIB MIN. N.T.S. 545 to DIUA};4-- ASIATIC JASMINE TRACHELOSPERMUM A51ATICUM I GAL. 4" 14" FULL, 3-RUNNER MIN. 40 Fp CREEPING FIG FICUS PUMILA I GAL. 411 1211 4-RUNNER MIN. u 285 AA AGAPANTHUS AGAPATHANUS AFRICANIS I GAL 1011 10t1 8 LEAF MIN. / 54 mc; MUHL.Y GRASS MUHLENBERGI,A CAPILL,ARIS { GAL 16" 12" FULLNO STEP UPS, � � �96 Lm MONROE L.IRIOPE LIRIOPE I MUSCARI MONROE1 1 COAL 1011 1211 FULL, 6-BIB MIN. LL� LL 110 SR MARSH HAY SPARTINA PATENS 1 GAL 121' 1211 FULL �--- AE C S O AS ELATIOR 1 GAL lro" 12'1 AST f R PL ASPIDISTRA T N ANT FIVE LEAF MIN. 0L fli ca RA 2 DJR DON JUAN ROSE ROSA FLcRIBUDA 'HYBRID t - DJR' 3 GAL 2411 1211 3 CANE MIN. 15 AF ANNUAL COLOR SEASONAL MASS PLANTING 6" POT - - MIX ORGANICS INTO SED � ca — � Z 1,875 SF SOD ST. AUGU5TINE GRA55 STENOTAPHRUM SEGUNDATUM 1' X 2' - - FRESH, ' CLASSIC' w �-- O a FULL VEGETATIVE HEAD, -f' - 8' SET PALM 50 THAT IBUD 15 90 DEGREES PERPENDICULAR TO GROUND SHEET TITLE 2" X 211 WOOD TREE STAKES 2-3/TREE IF NEGE55ART FOR STABILITY FROND BAsEs VE 1/2 FRONDS, GLEAN-UP REMOVE ALL CONSTRUCTION o FRON DEBRIS FROM PLANT BED TRUNK FULL PROVIDE P05ITIVE DRAINAGE w UNIFORMLY CLEANED-UP BOOT SCARS 2 4 GAMES, 5 T CLEAR R SPACE ON STRAIGHT TRUNK 4" EARTH SAUCER FOR WATERING NON-HURRICANE GUT PALMS ONLY - PLANTING INCA APPROVED APPLY 6" PINE STRAW MULCH LAYER 4" PINESTRAW 1"IULCH 2" X 4" BRACING WIRED TO BURLAP WRAPPED TRUNK, STAKE SUFFICIENTLY �'��!—� STRAPS o z TO GROUND FOR NIGH WINDS 6" SOIL MIX X1/3 GOMPOS�I', 2/3 TOPSOILS BED TO r r :• ' EDGE •, 4" HIGH SAUCER W/ 6" PINESTRAW PLANT AT LEVEL GFADE MULCH LAYER _ 611 SOIL i11X (1/3 GOMF`05T, u I olyllllgtill{11111111111111IIIIIIIII 1111111 11 IIIItiIIoII+Iy�11116 ..........1� 14p 11111�1�1 jigiI 2/3 TOPSOIL) D D COMPACTED EX15TING SOUL ISACKFILL RoTo-TfLLED INTO SOIL 111411�ti1� 11��1111111 � - JUNE `1, 2005 1 BACKFILL MIX AS SPECIFIED. TAMP AND REVISIONS � � CO1`1PACTED EXISTING SOIL BACKFILL WATER INTO PLACE EXISTING TOPSOIL FREE SET ROOTBALL ON UNDISTURBED SOIL. OF LIMEROCK AND DEBR15 MIN. 30" ROOTBALL DIAMETER. MULMT f TRUN< TREE PL.AN,mr Na SHRUB �t�r.yI-•.J�r. CROUNDCOYER �-ANT ING DOTA i NTS T�' = I C �L � � .M T�� PLANTING SCALE ,I I ,_ 10' N.T.S. NORTH sHEEt :. L5 O� EUTHENICS STUDIO LAND ARCHITECTURE COMMUNITY PLANNING UR5AN DESIGN 904 246 6219 904 241 8382 fax - -�"� � �llmore�comcastxtet FLORIDA REG. No. 1160 GEORGIA REG. No. 668 i SEAL • 3-SP - exst. i Q • L------------ ---------------- --- -- BRICK f ATN PINE5TRAW MULCH PATH -15-EC-� --PG • • 3 SP 80-AA 80 AA 30-EG -75-AE GATE 1-PC 3-G5 1-CS + + t + + + « r r + + + + / , / , / , / / , / + t Lu '%%++ + + i ++++a + + + + + G ATE « 'F + * 'r i + + i ++++ + +tt+++ l:Fff''11 l! 6o-AE + ++++' / �!', / /�, �/ 155-TA I -I-P`1 i-WR uN,r ur�rr uNr uNir , 140-TA I-GID 24-PA - WR w o /, Lu DiNING 501D SAND TO �ENcE 1�G1❑ , LIVING ROOM � / , I i-QV i-TL euevaran / /, > 45-R1 � 15`15 Sr SOD� 14-PA � �• ��\� ,�j U �.�15--10 ' ' ' LL ' - Ju 15 SE-AC 1-1-Rl 2-DJR 6-IG 2-DJR t 21-PM 90-TA + t + 32-LM t O KITCHEN BREAKFAST I 1-BV 32-LM -1-SP 55-ECS I-TL � tt Room + + 32-LM 150-ECI -TL +++++ ++ 1-PM 40-TAALU 120-TA ++ + + 24- ' C I-C F + + SOD - (L+ + ul -5NN ip - - E + t fi + I—TL -12-ECx I-QV - exst. ++�++•� +ttt+tt I—CS REMOVE VINE AND / + + + • • • r r r ■ r f lu �• /• SCRUB VEGETATION, 80-AA } SOD 3-TL 45-AA 16-PM -SP 40�AS I-GiD 101 O. 124-EGSOD 8-SP 14-PT _I-PC � 16th STREET BEACH ACCESS 42-EGI --CS 21-PT WOOD WALKWAY 18-FP TEAK f 3ENGH UPT 6 X 6 - RA15ED AREA 16th STREET BEACH ACCESS AUGMENT BED AS NECESSARY WOOD WALKWAY 167- H s7. 7. SHEET TITLE , TRrzr MITIGATION TA5Lr= PLANTING PLAN TREE REPLACEMENT 5CHEDULE PALMS REMovED 1011, QTY. COMMON NAME BOTANICAL NAME. SIZE, SPEC. PALMS RELOCATED 511 PALMS REQUIRED 24 CA515AGE PALM 5APAL PALMETTO 16' CT, 1411 CAL. MIN. PALM5 PROVIDED 425,1 v D NOTE. JUNE 1, 2005 2 WASHiNGTONiA PALM W,A5HINGTONiA Ro%6TA 16' C.T.. 1211 CAL. MIN. � 4 CANARY ISLAND DATE PALM PHOENIX CANARENSiS 'CANARI' ISLAND' RELOCATED FROM STAGE LOT ALL TREE5 ,AND PALMS REMOVED FROM SiTE 1--lARDUJooDS REMOVED 5(,11 REv18ION$ 1 LIVE OAK QUERCUS VIRC3INI,1ANA 411 CAL MiN., 14'--1ro' HT. SEE SURVEY (L--1) 1=OR EXISTING TREE LOCATIONS 2511 HARDWOODS REQUIRED`1 TREEFoRM LiC:;USTRUM LIGUSTRUM JAPONICA 30 GAL., 4.5' CT HARDWOODS PROVIDED13" SCALE 44 PoDoc,4RPUS HEDGE PoDOGARPUS 1~1A►,CROPH�'LLA 15 SAL, BULL TO �3A5E 3 SAND PiNE 10iNU5 CLAUSA 30 GAL, FULL To BASE 111 = TREEFORM SHRU55 PROVIDF-D 4411 NORTH SHEET L40t= - HR1CK ROWLOCK, PAINTED MORTAR TO TOP OF WALL BITUMINOUS WATERPROOFING ON INSIDE OF WALL PLANTING 8011- MIX +54, BAR ib" O.C. IN HALF-EIGHT CMU AT RADIUS'S 5" CMU WALL, FILL ALL BRICK ROWLOCK CAP b" X 9" SOLDIER SAND CELLS WITH CONCRETE 2-COAT STUCCO FINISH OLD TOWNE CONCRETE PAVERS a . ' �j` �r��j��f�j��j�� PAINT TO MATCH PAINT TO MATCH \ \�\� ��\•�\•\\ TW ELEv. 2" COMPACTED * b8 STONE BASE o RECYCLED BRICK PAYERSTHNIG °. �, RUNNING: BOND PATTERN 8 RETAINING: WALL .: STUDIO FILL CELLS WITH CONCRETE SUITABLE PLANTING: BOIL ';• i — — STUCCO WALL, PAINT WITH :. :`'• `' 1�-2" SAND BASE �I I'1=I I—I 11= I I—III—I I ISI I 1=1 ELASTOMERIC, COLOR - LAND ARCHITECTURE ' 50 BAR lb" O.C. COMMUNITY PLANNING IhIC: -t�1L—III •,>•.,... .�:•�.';, ,:.:.:;:<,• .,. 59% COMP TEO L �— TF EI-EV. • ;�..; w p " -:a _,�.,,,: j., �� :=••Z':';i �,.a•:.,v .�r'K.='tib';: '�"e T�...;tet:'.. k. :.v,f AC FILL cb 4 - u. . . ;��i�'�;•:. o''%y,::i..I';.r , ..::.�•"'t• "•.•+•• ��::�� .`� ;;�. BITUMINOUS WATERPROOF LAYER .µ ..-., p °• u . . p s,. n �' ��. , , .;,.::•,.:�, �.�_,.,;:. ,. 9@4 24ro >a�{9 I I t—III—III—III--1 l I--III—III—III—III—III—I I I X 4 PT RESTRAINING EDGE 90�I 2111 8382 fax '-q�. ry up a '' •� v n _ o.• 4• _ _ •• ..p .o -___.I I i_I I I-I I Ihl I I_ , CONTINUOUS �— a �• - . ^- -• ' �, "' �a-40 d , I- I- _ ! 1 I�I I 1=! I l=1 I I_I I I�I 11- ��AI 3 O C., EA. SIDE keel Imore�ce�mca eget .. 11•---III— e •u n "Q- '••. •, a•• .—.I I _ _ _ I I I=1 I I—III-1 I I=I I I=1 I I=1 I I=1 I I=� =1 11=1 11=1 I I—III—IIIIII`-II I—I I hI 11� III=1 I —I I I �I I I� — ;III-1 11=1 11=1 I 1=1 I hI I I-1 I ISI 11=I i 1=1 I ISI I I;� I I-1 I ISI 11=1 I!-111=111 T�f Tl I I ISI 11-1 —� _ ' -III 11=1 11=1 I I FLORIDA REG. No. n6o A . -0 a n 11 I i�l 11= h I .III III I I L..;. 112111—III--I I 3b w x 12 v cc�NTlNuous III—IIIIII—III—I cEoR�IA REQ. NO. bb8 3b" W X 12" d CONTINUOUS ' I—' ' ' -III- r►-r- 054, AR (bIO.C. EA. WAY 1—I I I— VIII�II1=1I CONC. EDDYING: a •4a, BAR 12" O.C., EA. WAY = — — — _ — - COMPActED 8U13GRAD>= EXISTING COMPACTED BUBGRADEI- Lu : .1--llI=ll1=ll1=ll1=Ill=111 1 -I I=III—I I I�----I III—III—III—III—I I I- 99% COMPACTED SUEGRADE L 1�,�,T I Q1�1 TY 'I CSS, '� t'4 IN I N �U,�LL ��`I aN RECYOLMC BRICK WAL�GWAY ON SUITABLE SOIL SCALEI Irl" • f'^0N 3 SCALE 1" = 1'-0" LUALL 3 BCALEI 1/2" . 1'-0" I SEAL ''5' DAR, 16" O.C. IN SAWCUT ASPHALT CLEANLY, EXCAVATE b X 9 SOLDIER PAVER BORDER 2-COAT STUCCO FINISH 8" CMU WALL, FILL ALL PAINT TO MATCH BRICK ROWLOCK CAP CELLS WITH CONCRETE HALF-EIGHT CMU AT RADIUS'S ASPHALT AND LIi"IERDCK 'OLD TOWN' CONCRETE FIELD PAVERS PAINT To MATCH TW ELEv. EXISTING: ASPHALT a„ 2" COMPACTED %a STONE I I I I I I I E I I I I I I I I 111 11 11 ! 1 1 1 1 1 1 1 `tr .,.. �f. LZ :; A A17 _1-• a x 12 CONCRETE BAND FLusl-,1 , TF ELEV. CSS WITH PAVEMENT, 3000 Imb-1., -P 40 14rd' BAR, 1/2" CHAMFER TOP EDGES :{ .,• • q. EXISTING: COMPACTED fiUBGRApE 4 =III=111=111=111=111=111=111=111=111=111= IIy,�P,• TF ELF-v. a 4 I1IIIIII�l1I�I1I�I�1111��1111II111�11�IIIIIIIII1111I�II. a. u. 12�' • ^ — . . •' A. :�h d• 4. 4' U I 1 —1 I I— 11 11--i 111 1 I LL- 111 I=1 I I=1 I I-1 11=I I ISI 11=1 I i=1 11=1 11=1 11=I I I=' � marioN ROADWAY / PAVERS / CONC STra 5AN1G I I I:,TIMI I I-- III—III—III=I I TI I, ,III—III-1I ' 2' STEPPED FOOTING � u ' `-„ I- 1 ' "j11�" � �'�'- 3b" W X 12" D CONTINUOUS SCALE : I" I'-0" CONC. FOOTING: COMPACTED SU15GRADE 054 BAR lb" O.C, EA. WAY lu CO b" X 9" SOLDIER BAND, FIELD COLOR 8"x 12" CONt'RETE RF-TAINING F3AND �'I "v�•i•I Q'\ I A �+ r I moi` A f ' I I A I T Z 3000 pB.l, Ill/ (2) • 40 BAR CANT. RL I\i CPs�+RAGM LMi Y ML R "�A I Iii INC WMeiLL V$" CHAMFER TOP OUTSIDE EDGE 1C,e,LE, 1/2" • V' F � 'OLD TOWN' CONCRETE PAVERS IN FIELD �" 2" COMPACTED �'b8 STONE ca PVC GATE PANEL - PVC LAMINATE OVER � 3/4" PT PLYWOOD CORE sr,' a. ��. .• -� �: ^��:•�:�: :j "• 8UITA13LIw PLANTiNGI BOIL " P RUN VERTICALLY `•.�,. .. ,•�, ,v-•a• •;._ :��. a' •c•'�: a�•.: a,..� X71•. _;�;:� �._- t' .f •�rj..�4�t. .� ..•••,•�. 7ty !.' t, :.;�N;. : v� PVC TRIM PANELS -I 11-1 I f-1 I I—III-1 11—III—1 I I—I I•I---III--=•I�I I--I•I'�• �4"`�� --1 11=1 11=1 11=1 11=1 11=1 I I- 11=111=1 11=I I I +, 6TA1NLE85 STEEL HANDLE, —I 11- 1 I I III-1 I I-1 11=1 11=1 I =111=1 11=1 :,,.., ,,; b PEEK HOLE HINGES AND LATCH =1 I ISI I I, ,III- 1 I 1=1 :(1 2 X 8 PT CAP i1 --.IIP1I1=1I = —III-I 11= EXISTING COMPACTED SU0GR4DE � '-111`111- I I �r .I �./ mvr I CN ' MEDIAN H eAmew =R5 �11 SHEET TITLE I'"0'I ON'OLD #�8 ISTONE BASE TFIELD PAVERS - I 040 NOSING BAR its (5) 4I/2" RISERS, 18" TREAD 21.15' I _ ,4RD5C�P 3000 PSI CONC. STEPS 2% SLOPE 2bb' + DETAILS ROCK SALT FINISH. 4 n i + il� �" �� " �,'� �9" R s5.�' • +. :STONE TERRACE 2�� - - „ 255 +. N n __ _�I I = I I I II I�� I I 1�I ill I!; 4 �.. 3000 PSI C.C7NC. DRIVEWAY ? '. .," n ' .� ROCK SALT FINISH. + u — � LI I,;I I �n LLaU L�-LJ-LJ Lt LLl b xb 10/10 WI,uM f 11 .. •4: �. o A _fir y• I I��I �LlJ WLI.I ��.rrL'.J.J� •• '' ,9• •• a .•��f� --III l I Il-f-rl I I—III- I n ,> TI=III=III III--III=1 I '� =I�— h" TO 9" NT. PVG WAVE ICICKPLATI= I b' HT. CEDAR SHAKE WALL D ISSUEDATE Ci n' a UNE 2P�fa5 ". - =-- -=� - ,�, ;� M4� BAR lb" O.G. EA. WAY I ON PT I X 4 LATTICE ON 2 X 4 J _w_ •,> . FRAME, SST NAILS ..4`" n i .k :u' _ Li �p T gip\• n.' ,1 I, _ :�, -TTY—,O7-'�7-� a I- -7�}�7. , i , _ 1} _ ,,: III I III — __ d '~ �I—I I I�I I IW CDM b X b X 8' ANCHOR POST, EA. SIDE I REVI510N5 1 I-I I I I I l- I I I=1 I I- - - COMPACTED sUBGRADE - �. 30" DEPTH MIN. 16" -1 I ! I I I I A 11, III �x Ac 22�'ST STEEL DOWEL co'MP TED BUI3Gf�AT]1= cr * I f I I J ELEVATION � PVC / WOOD GATS SCALE C�NC� "iT� �I��W�Ir� ��I� � BCALI;r I/2" ■ P-m„ r,or ro g � SECTION '� R001'CLOn BRICK WAL�C� A*ro 3 NT6 NORTH SHEET L Q ERICK ROWLOCK, PAINTED MORTAR TO TO>P OF WALL 22'-4" PLANTING SOIL MIX STUDIO LAND ARC;W ITECTURE __�• �� CoMMUN1T1' PLANNING-x I r6UR1:3,4N DESIGN a cMuBLOCK WALL AND Cah1Q FoOTMG PLANTER Pl1NG44oLtT FOR PALM BITUMINOUS WATERPROOF LAY1=R U! I I I 904 246 6219 ` CONTINUOUI3 ::-s CCINCREM I I I sTEPB oouN 22'-4" 904 24.1 8382 Fax i 013'--4" 025'-a' I I I 3 kr911mor��ccmcastnet 6" X 9" SOLDIER BAND a6• 1J-1 I e" CMU SLoc1[WALL I I I OLD TOWNE CONCRETE PAVERS �, AND 'C'FD°TNr" 2 4" L _ _ FLORIDA REG. NO. 1160 . 8" CMU R1T'AINING WALL � ��_-�. �_� � — [sE01�lA REGs. No. 66B WALL FILL CELLSy WITH CONCRETE 2'.1" �'� SAND�FFOOOTMi 2" COMPACTED M 66 STONE BASE STUCCO WAbLL, PAINT WITH P _------ i I d'-4" ) I ?' ca ELASTOMERIC, COLOR -� C' T --------50 BAR I6" O.C. �_ f-_______ - - �- 991 COMPACTED FILL .III •I. e I Id' 9'-1• 9aD' d'-d• bA' !!'-D" 6�' d' + I{'-z• II'-d• 36" W X 12" D CONTINUOUS - CoNG. FOOTING 4• AL16N CM WALL W/WOOVWALL 4 b 1040 BAR 12" O.C., EA. WAY I - ._. ._._.. __ ._.. � _. .� I_ y�,_m. �,_�. � _�I I ISI I ISI I ISI I I.�I I��11�(.�IAil6N cr>l,WAS.,,. uu Woovuuu..>.. _ a __----�. Se% COMPACTEP SUBGRADE ON BUITABLE SOIL e•av \. _.,__ _a" cru 5LOCK UJALL lI I \ AND C" FOOTIAfCv 13AC PILL W/SAND I I I I _ _ _ _ _ ..» ��••+ GARAGE LMv L WALL __ �] N eirG I EX15TMG WOOD STAIRLILVLL AND ACCESS RAMP 2 SCALES 1R" • 1'-0" 6" CMU BLOCK WALL AND c*1104 FOOTm 1 � 7. c� Lu u� f GMU WALL h A%T"*CUT PLAN o 2 D � � u lu tu S" CM BLOCK WALL • • AND CONK. FOOTING i �-�- • TW T1= I28.1' 22.6' 243'1 1 TW �- 26.1' TW444 I Dab, - - 25.1' I 26.15' 26.6' � T$ I I 2rf.10 21.151 (4) 5412„ RI3f=RS, 18" TREAD CONCRETE STEPS a" CMU OCK WALL 4" I _1 I ROCK SALT FINISH [� > AND C. FOOTING ___ TF t_J 11311 2 ,I I 8.1' 1 22.11 ' Tw --.____.. TW u 131 /�_ -15-0 I I 28// all CMU BLOCK WALL, W/048 13AR, 16" O.c. I 115 , TP= TF •r- FILL CELLS W/ CONCRETE, 2-COAT STUCCO 140' 1410' TF my T- 19.x' 22.1' I l // oN )^XPOSI=D P=ACE, E 1TUMINUOS COAT ON \, ---1--F� ----- -}� 1 - I ---� I -------J I-�- INSIDE OF WALL. BRICK ROWLOCK CAP ZT A� -� -- TW TW TW TW 3 1 F �1.0' 20.0' 2210' 245' 28.1' SHEET TITLE Eck. Ery r=a 5" ROCK SALT FINISH CONCRETE PA�11✓L BAG[FILL W,' SAND I WITH 9 X 6 OLD TOUN BORDER TT�� T� TF CMU WALL 12.0 14o' 140' E=1%jo2335' 263'- ~ GRADING r _ TWA c�---------- - TtL �` � Tr- 1431 143'1 1163' 163' - _. . . - - - - ,� \� 263' � 1 I • 'I-SAN Tp: BTW I I TW 2m'` 1143' 1 1 \ 2935 TW T I 3' L 163' 14�' 1 i a" CMU BLOCK WALL 12B' FOOTING I��_�-_�_�.�.� - _ 1 � AND CONK. NG D ATE D Tw 143 -�� • � JUNE 1, 2005 REVISIONS 1XISTING WOOD STAIRWELL AND ACCESS RAMP 8" CM BLOCK WALL, W/+4' BAR, 19,11 O.C. FILL CELLS W/ CONCRETE, 2-COAT STUCCO ON EXPOSED FACE, 131T1.1MINUO5 COAT ON S T 7. INSIDE OF WALL SCALE CCMU WALL ELEVATION PLAN NORTH SHEET L 2 0� 6c o o s M TUMBLED LD TOWN PAVER PAV4 ER COLOR MIX: J ON 211 68 STONE C ASI—E 60gd 13RO11,N / TAN PVC GATE � 0 40% RED / CARCOAL CJ1 RANDOM o PATTERN AND MIX I o 5" ROCK SALT FINISH CONCRETE PANEL N i C' TRASH CAN PAD WITH 9 X 6 OLD TOWN BORDER " I v 6 CM TUMBLED OLD TOWN PAYERS n J I NEW WOOD SLAT FENCE 36 WIDE RECYCLED BRICK PATH PVC GATE ALONG PROP. LINE • i ON 2" 68 STONE BASE ON 2" SAND BASE 3 ' EUTHEN I C5 TW TW STUD 10 22.6' 2�b' i I 8" CMU STUCCO WALL I ' 1 W/ FOOTING, BRICK CAP L�' LAND ARCHITECTURE AC Ac Ac Ac I COMMUNITY PLANNINt� UNIT UNIT UNIT UN17 i - - - C - w o URBAN DESIGN LIJ - - - 3 - ILJ I "304 246 6219 013'_4" - LAUNDRY I 904 241 $382 fax - ez�'-�" - DINING k�llmore�comeast.net j2ft 1027'-8" FLORIDA I I FLORIDA REG. N0. 1160 LIVING ROOM I GEOR31A REG. NO. 665 24.9' Z TW TW If d 7 7 _ 180' i-i-ITT i y'yy'/' rwYIR.' TW `1 113012L�� 21/6' 028'-2• EXISTING SAND FENCE . ' 220'TW 2000 O DEN/ KITCHEN BREAKFAST OFFICE/ .ROOM 36"' WIDE RECYCLED3RICfC PATH EQ. EQ. EQ. BEDROOM 1 BATH 1 ON .2" SAND SASE, B% SLOPE-T-= V 3 I I H SEAL D all CONI. ,SAND 3 I NEW WOOD SLAT GATE I ON 4 X 4 POSTS, 3' WT. 6" ROCK SALT FINISH CONCRETE PANEL I WITH 9 X 6 OLD TOWN 13ORDER — — _ _ �. .� _ _ .� �. _ — _ _ _ _ . _ _ LU � ' J FVC GATE V I 8UB II WALL Oz - -�_ FILL CELLS W/ CNCRETE 36" WIDE RECYCLED C3RICK PATHNEW WOOD SLAT r-ENCE EXISTING WOOD STAIRWELL AND ACCESS RAMP ON Z" SAND BABE ALC7NG PROP. LINE a" CM BLOCK WALL �, 1 FILL CELLS W/ CONCRETE 1 t� U FAV INCS FLAN / Q 1 SCALE: P I0` (L/ CAI fi O + o • POOL j-- Cli N 1 Cn ------------------------- LU _ + M • I SPA _ _ ----------------- —– ' 1 91.47' TO CCCL LU TW' TW 28.1' ' 027'--2' 27'--3' 0 AG Ac - AC UNIT UNIT UNIT UNIT V D 027--l- AT STREETA ' rj•"r w a W 025'–B'013'-4" 027'-1' LAUNDRY DINING I � LIVING ROOM m z I ElEyATOR l!188 TW1 027'-4' 024'-11' 2$_I' � 28.-2„$ ci 027'-1 N .Q I TW ------•�_. I .w •- iB33 I TW t'j 2),4' 028'-2" ¢ U 1833' TUJ V---1 I 024'–t3' � I a FZZ� SHEET TITLE I N TW TWTW TW I 20.0' 220' 245' 28.1' ? 4, O KITCHEN BREAKFAST J1 413 E 1 Ln rn V i a N N N I OFFICE/ SATH 1 ROOM Cann Coll o (,`' w j BEDRggM 1 1 I 27'-2"0 I I 1 ..A Y INC 2B I GRADING TW TW1 TW II FLAN 1433' 1633' 293$ I TW TW 1433' 1633' 29391 City of Atlantic Beach D D TWPlanning and zoning Department 1633' 1 PRELIMINARY PLAN APPROVAL JUNE 1, 2005 TW � Approval of Site Plans, Conceptual or Preliminary REVISIONS Plans does not constitute approval for the Issuance of permits. Final construction and engineering plans must demonstrate compliance with all applicable local, State and Federal permitting � ra 7' H � r � � � r requirements, � SCALE Y Date: lit _ 101 GRADING FLAN *'- � � ate NORTH SCALE: P 10' SHEET L C 1 9 MR . & MRS . THOMASP F-j TWAY RESIDENCE 1601 BEACH AVENUE _ ATLANTIC BEACH , FLORIDA Ad311 LANDSCAPE IMPROVEMENT+ acl GENERAL CONTRACTOR MORALES CONSTRUCTION PLANS PREPARED BY EUTHENICS STUDIO y LANDSCAPE ARCHITECTURE , URBAN DESIGN 904-246-6219 904-241 - 8382 fax kellmore@comcast.net ai l� of � MAP SHOWING SURVEY OF LOT 1 AND THE SOUTH Y2 OF LOT A TOGETHEF: WITH THE NORTHERLY 10 FEET OF 16th STREET r LYING EAST OF THE SOUTHERLY EXTENSION OF THE EASTERLY LINE OF LOT A, NORTH ATLANTIC BEACH, UNIT 1, AS RECORDED IN PLAT BOOK 13 PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COU\ITY, FLORIDA. OCT P 7 `?I (If N i Q U N ZaiLu 1 Q 3 LOT 3 1 ad.: 1 o Q LOT „B„ _ 0 o 1 Uo � z l Q } n 1 co o ► 11 O (36.06') I �� I LOT 2 11 ov 1 o IOZ awl 1 N NORTH 1/2 OF LOT o r � NSI Z r; Irn I ' N . `o Z of Z I o W 1 "p v OPALAI ^T TO CCCL 1<"PAL -n 0 91.47 Un `nc<`ter'•- Z r m Z LOT 1 �2 F < s � O � 0� \��• or Ln q ^^ Cf? m J r CP LA \ m0 z D 0011 OR L31n �, - ► SOUTH 1/2 OF LOT A v, _ - O o 01 N _ D v / 25.1(2)*178AY(3) =rn U► 11P L 10PALAl 8•PA 11•Paur - - —� - OF 16TH STREET •5612» E I -0 O 0 10• 107PALM ' _ S 0 5 I IRON NORTHERLY 10 F TO CCCL FOUND 1/2. ' v Q O 9 PALM 90.09 PIPE (NO CAP) W 204.58 4.68 I >C O 83.21'05» w S 83'21 05 ..� S I �� FOUND 1/2" IRON 95-95 PIPE (NO CAP) N 04'15'36" W I Si X-TF EN TH C 6th) STRE T 10.01 ' LOT 12 NOTES: 1. THIS IS A SPECIAL PURPOSE SURVEY TO LOCATE TREES. 2. NO BUILDING RESTRICTION LINES PER PLAT. 3. BOUNDARY SHOWN AS PER BOATWRIGHT LAND SURVEYORS, INC.'S DRAWING FILE NUMBER 2001-901 DATED OCTOBER 16, 2001. 4. NO OTHER IMPROVEMENTS WERE LOCATED BY THIS SURVEY. THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AND FLOOD ZONE "AO" (DEPTH 2') AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE '1961 SWA1R0A*FWRhQHT, .,'`P.S,M, ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 'E1OA1'(dp `�vtRY02-:and 'MAPPER NO. LS 3295 SURVEYOR AND MAPPER." FLAQt�gC. 1UR'jWIt�G'& MAP_PING BUSINESS No. LB 3672 �•' CHECKED BY.LA FlLE:2004-1470 111 DRAWN BY: JCJ BOATWRIGHT LAND SURVEYORS, inc., 1500 ROBER'rS DRIVE, JACKSONVILLE BEACH, FLORIDA, 241 =8550 _' DATE:OCTOBER 15, 2004 SHEET-1-017-1— XREF=2003-1297 SdH 11bM OS ta0Md—INIW t20L :T]GOW 'ONI 'ONUHOI� =N33JO :'.jnNdW — 1HOI� GOOIJ Q *ale D S11dM OS 'NJ31Nd� dIHS :�]GOW 1SFWJ303d -3H1 :'dnNdW — 1H011 a31NnoW �-ivm AO soa0032! 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X303 01 6L b � � � ' �------- --------------------------- ----=----L- ---------------- 31380N00 1 ------------------- ----------t_3----------------- 1 I _ r------------ ..... . -- ., dd S :\ 1 1 1 y 30NV8iN3 80013 'IS i L--------------------------i 80N00• 1 , s 100d M ; 0 31380N00 �o 3EKN00 509L * ON �ON301S8 o o ---------- ---- -- /k �J N 0 S b W 0 0- 0 i v— i i MAP SHOWING SURVEY OF LOT 2 AND .THE SOUTH )j OF LOT A TOGETHER WITH THE NORTHERLY 10 FEET OF 16th STREET LYING EAST OF THE SOUTHERLY EXTENSION OF THE EASTERLY LINE OF. LOT A, NORTH ATLANTIC BEACH, UNIT 1, AS RECORDED IN PLAT BOOB 15 PAGE 10 OF THE CURRENT PUBLIC RECORDS OF j DUVAL COUNTY, FLORIDA, I { 4 f, j D loc `• > i 3 LOT 3 yam, LOT g„ \ `j 4 svwy lot I lot naWt ... _... . ..._ _ _ 0./ 133.73' _ M x 2.3 t z x4124 P0074 1 (3&06 ` . + 1 �c ' t • � + a ,s' LO r- ,x 6s I 1 -+ " Y \ T t ' (TRY M SO"ll' , , , , ' � �m % J� .,. - .:. � �7�' '1t. •,.. � r 2~�� 15'Q'S �t �IV�+�\''s,•, ,' �`I' , •r � � } All 1 1 t (` NO• �,. \ , '.,+� , .....�,.... .-,-- x}t5"� } t 1,1 1 1 ` I ! I 1 1 '� .�' .1 RESIDEN 'a t ' a 4 •• . t _. x 9. 3wm$ + l + +�i i ,. �, n + f 1 • wowX 7 �f + I II `... �� • + � �,l '• • \` 9' . . .,. a•-._-�- - -t 'I_ + 11 1,t �, 1 I 1 1 t <.� y 6 • ' r + . .' r+Clr ' F N t �L. '.• ` . al < �� (r'�,,,..,..w�,""'` ' •�a I PIPE Q CA \\ N Poa , , 1 1 \ G • •q� 1.aa '.+ �a 1 + Irl,• . + � ' „r• ' t 1 .{,�7M�t, , . 1 �RO �. . J � -�l, :oj.��7a� ` I I ► 1 ( I \ \ \ {.K e. , �.�r a + ;+ , +. i +. ,.p+� LiRON „ 1, .x 2-.9 1 1 1 0.2'1 1 \ \ ,+�► AINt + � ' �' ' + 6a► i b !)� • 27.9 \\ d ,�4I4,«,:+?i'.l.is��l •,+- r�_a A„ry,:-.�'^�;Nc.�,_. ,1, ' .Oiaa+ E'(t�: 1=I. • 21 • 44r. ' ' ; � + !Z1 A.� A„ 5LOT 03 , r�O � j1/2OF wood r�.twt- 28.1 1 m to 65. L0 \ \1,�1 i CI{n;I 1.II�I'IWI 1►,''�>",I1,i�I IIi�tt-��i'�'+ +I�1+I II,iIII 1 ,�Ir, 1IIII+�I \,\\\��II II 1 I� I� '1 } t 1 ! + ! } \ F 1 1 1 1 1 + { +t, , 1 1 i 1 I 1 2 . I 1 1 1 \ O � 1 I ' Q 1\ } 1 { \ + + + ll+ I I 1 � � x2.4 3• 1 7 RESIDENCE ; 1 i + , ` 1 2 1 I I I 1 I It E , I 1 � -' , � I �� <',,,�• 1 � � \ \ ` 1 `, � t � + 1 � i k i 1 -t x 2.8 \ N c0 + ♦ 1 $4 \ \ f 1 �� t t 1 2823 2 $rtORY RAME 601 1 \ I .! a , ` t �,�,A�E ` i- `AAS . 9B t r c( 1 1 + ` �� I i { T ! . \� \\ \\ i \\ \v 1 i i '�i�I {I � 6.9 x6.1 �� r x2.a Ct ''�', ` \I N I i / \ \ \ \ x 15.d x 4,i ` � �'tE 01 36 d ! f V I � } N' k 9.2 \ \ pJ 1 28. N CN 1 -� I x91 1/2 OF LOT A ! I r .► __� t 11.71' ' - 1 2x 1g.4�c4 0\ 1 4, ! 1 r l X97 2 " IIORIl�I,I'LME QRQp .. r - "'" - , • er wnoc _._-------a,l�a )(-Cu" S 05 56 12 E x ` N. N $.23 ' woOD wes a 4.68' �' �,, 251 7 '. ' S . 2" ittoN - x _ ?> - APPROVED TLA x 27.5 x27.81 BY OFFICE � � AND COAS �_ II'LORID 7 c2�Z 10 X-Cl��l 1`� Yx �a. wooD wAI X54 pl+[X# x9.s G7J td All & pl�aC ENVIRON • t<� N 5 83:19,04 1N HOZ ' t r ,. r..,,,. r APPROVED CONSTRUCTION �" w 0.93 CORNERS "" ACTIVITIES MCJST COMPLY ' t'IRON) SEI NAIL 89 N Q4"15'36" W l NOTES PERMIT.CONSTRUCTION AN : 130.62' (c.c.c.L. t°-BSG... .._ THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. (98• IRON DISC1403 2, l J,�') N NO BUILDING � LINES PER PLAT. AN [TF,D TO THOSE BOTH SN a� 1> � BASED ON A LINE FROM DEPARTMENT" OF NATURAL AND LISTED IN THE TTO C RESOURCES MONUMENT No. 72-g1--A1,7 TO MONUMENT No. n-81-A19 IS ISSUED PURSUANT TO CH. MAY BE RE BEING SOUTH 22`12944' Ewr AS PERTHE COASTAL CTION CONTROL UCO -16 NE FOR DUVAL UNTY. FLORIDA AS RE DED IN MAP ,BOOK �' / 7 "Co. PAGES 6th ic BENCHMARK TUBED IS DEPAi7TM NATURAL MONUMENT R ED D T No. A-18 LOCATED AT 15th STREET AND !FAST COAT OM ELEVATION - (9.76) NSG V.D.(14"). UNDERGROUND UTILMES NOT LOCATED BY THIS SURVEY. THE EROSION •CONTROL. UNE AS RECORDED IN PLAT:BOOK� 35, PAGES r r 59 598. WAS CALCULATED FR�iW THE STATE PLANE TES FOR THE COASTAL .CO!N5XRUCtION 'COWROL UNE. (MHw) B MEAN HIGH WATER ,A1tE ASED ON EXPENDED DATUM FOR TIDE STATION 872=-0291, JACKSONVILLE BEACH. MHW m 30 N.G,Y,D. (1929), WITH A TIDE RANGE OF~5.1' SEASONAL. HIGH WATER LINE CALCULATED ACCORDING TO CHAPTER 188- THIS 33.002(45). FLORIDA ADMINISTRATIVE CODIF1- MINI MHW + (15 X TIDE RANGE) - 3.0 5X 5.1) • 10.65 CHA COORDINATES AS PER THE COASTAL CONSTRUCTION CONTROL LINE. ADM THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" AND "AO" (DEPTH 2') AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY PANEL NUMBER DON 120075 0001 D, FOR THE CITY OF ATLANTIC BEACH, FLO REVISED APRIL 17, 1989. TOPO ADDED - SEPT. 25. 2002 FLO . SwC -LGH B A TSR HT L.A Irl D SURVEYORS � n C . 1711 SOUTH 5th STREET JACKSONVILLE BEACH ELORIDA DATE: OCTOBE I BY.. 94'-4 1 /411 4 1 '-9.. 45-G 3/4" 7-4 112" GARAGE ROOF k M -- CLOSET MASTER 4' HIGH WALL CLOSE MASTER ! BALCONY 1 BATH ' MASTER } ' BEDROOM TIC/MECH. STAGED ` WA5t1/DR.Y UP ELEVATOR I LT. 8 '77, DN STAIR 1 / B HALL MASTER h--- - ----l� ---- - VEST. . DRESSING OPEN � UP _ PORCH _ . VEST, CL. CL. ---'� I BEDROOM 2 BEDROOM 3 BATH # 3 PORCH R OF BELOW ICOM( I TH r � 777 r i I APPROVED PLAN AS rERIM BY OFFICE OF BEACH AND COASTAL SYSTE FLORIDA DEPT.OF ENVIRONMENTAL PROT 7i-�iE 7'-O 1/2" APPROVED CONSTRUCTION AND ANYO ACTIVITIES MUST COMPLY WITH ALL PERM IT.CONSTRUCTION AND ACTIVIT LIMITED TO THOSE BOTH SHOWN ON T AND LISTED IN THE PROJECT DESCRIP IS ISSUED PURSUANT TO CIL 1"t F-S.,AD MAY BE REQUIRED. A' ..� / Rtrw DATE 94'-4 1 /411 { { ' vF f s f — 2 1 '-10 1/2" T ° OPEN I I { ' PORCH —9 . N 2nd y7 117 OPEN 17-A—J I GARAGE PORCH 1 Will Yw " r f 1 S i � f � 4 i f f i i I i f ; p + r 4G SECTION ► A 3.1 APPROVED PLA BY OFFICE " AND CORS FLORID ENVIRONMENT i ! R APPROVED CONSTRUCTION TIVITIES MUST COMPLY P... VIIT.CONSTRUCTION AN LTMI TO THOSE BOTH SH AND LIS D IN THE PROJECT IS ISSUE SUANT TO CH. MAYBE 12 e „ i 4'. s 12 » ; — e — ! 20T0- i/2 TOP _OF PLATE II 6 i fR.rp i o - MATER BEDROOM 12 mm D RO tD M 2 (� EOYE STA I R O k BE � y BEDROOM 3 P ATTIC _ HALL I EYON1) Lni �, y y Q R 7 R � u t {r 4 f i i ---- 101— '7FLOORw t I �.j 1 1 , a GN.�_n i+ 11 d � . g _ r r Yi Y i i f i. s 3 Ji' 1 s a, X1--.1 LINIr OF 5TAIR LAN IN — V - - LIVING ROOM � s: KITCHEN O -- • PARKI NG � p � DENIOFEICF O I � 4" CURB p 01-0" FIN_,_FLOOR ? " 2 SLOPE " O'-2 I/4 CONC. SLAB ,� 1 r . 1 -2'-2 1/4" TOP OF GRADE BEAM T— 11 1 f 1 i + SECTION B BUILDING SECTIt�N C BUILDING SECTION D A-3.1 1/4 11=1'-0" A-3.1 1 J4".:1'-0" A-3.1 a W • (~� Wi Z Z W o O M V J (I) ev cn t!) 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N N O p[ U i i x �- U I- , . - ------------ =1L._,_. 1 - - ---------------- ItoL J � N ISI I Ica I a- 0 I et N b �r - - - - - - - - - I V � I Isr - - - - - - - - - _ _ _. �-t `-L. b199 b-- / N , --- xb n9-I f I 119-11 I Ilb n0 I-IS nb-16 xb XbI7S1 IlO IZb $Mp't'l-s-SOLO Wd ZS:Z I. ZOILZI L l salePossd'S aauu'NS paE431S 'auwomn8 AoS N XX'-X" N.G.V. GRD/ M. _ — FIN15H PLOO PILE$CAP ti _ 411 VARIES M N , i • • N i ... __ _-__-.._ r ; ! ; 5EE PLAN i 41 _ i = u f} 1 ,4 t '} _•__", _' ......... :, rid 1 COMPACTED PILL a t -00 , i , , t ' 51 i O'. 5, q 11 Ix CL -�8 j Of J PILE STEP �C�WN Pt}RGH 7YP• SLAB GRADE BEAM & PLLE D � GRD/ 3M. PILE CAP NOil 01 it _ Q -0-6 • : ! j i d a _! O _ ._._._ _._ _ z VAPOR j ;, — ;— i N i t RETARDER r-o - o f , -_ S' IO " IO'. 5 E+CTIN CL Of PILE - B TTP' EE GRADE BEAM & PILE SLOPE VARIE5 A 5EE PIAN { VARIES i _� _ &° CMU WITH APPROVED PLAN REINFORCED By OFFICE COASTA PILLED CELLS @ ANFLORIDA —•— O T I 4'-0" O C ENVIRONMEN APPROVED CONSTRUCTION A ACTIVITIES MUST COMPL Y W PERMIT.CONSTRUCTION AND _•,. LI 114ITED TO THOSE BOTH SII LISTED IN THE PROJECT - Li • IS ISSUED PURSUANT TO CIL 1 MAX BE REQUIRED• c DTE = D ' XXXXX XXX)CX I 8 I GRD BM. 5EE PLAN Ir Ir I 5CHEDULF i ECTION _ PILE � CAP BEYOND . � TYP. PARCH WALL VEY OF IMPERVIOUS SURFACE AREA CAL HE NORTHERLY 10 FEET OF 16th STREET STERLY LINE OF LOT A, NORTH ATLANTIC EXISTING SITE PROPOSED SITE 10 OF THE CURRENT PUBLIC RECORDS OF )RIDA. HOUSE 2680 S.F. HOUSE GARAGE 740 S.F. GARAGE WALKS/DRIVES 3655 S.F. WALKS/DRIVES TOTAL IMPERVIOUS AREA 7075 S.F. TOTAL IMPERVIOUS PERCENT IMPERVIOUS AREA 44% PERCENT IMPERVIO TOTAL LOT AREA (WITHIN PROPERTY LINES) 16945 ATLANTIC BEACH BUILDING DEPARTMENT IMPERVIOUS SURFACE AREA RE NOTE: +/- 150 CUBIC YARDS OF FILL SHALL BE SPREAD E SEAWARD OF PROPOSED STRUCTURE. FILL AREA TO BE PLANTED WITH SEA OATS. TEMPORARY CONSTRUCTION FENCE SHALL CONTAIN FILL A 133.73' (C.C.C.L. to BLDG. CORNER) �,j ADJACTENT VEGETATION. .rte T I r �< U— 2—STORY MASONRY "fit fi RESIDENCE No. 1605 . qo CONCRETE N+ POOL CONCRETE f't 6 [--ADJACENTEXTENTS OF %CONCRETE CONSTRUCTION rn % 1st. FLOOR t ' ENTRANCE SPA EXTENTS OF + ADJACENT CONCRETE ; TERRACES F1 I CONCRETE WALL. CONCRETE c - UTILITY YARD 0 PROPERTY LINE TO EXISTING *\ %I LOW TERRACE I._._. -' PROP05ED BUILDING WALL (GRAVEL) -----1 ' 2'i WCXX) DECK `, ,027'-11' 1 + I + FT 171o ® ® -------------- I a AP + �. -------- O .. %0 CITY.$LITE 1 1 �RAGE tFuwoav E e 10 1 I 1 onrlNG LIVING COVERED i z z �2 CONCRETE DRIVE PROPOSED t I o 27-1" I I I (CAST STOVE PAVERS �2T-1 RESIDENCE I vi xo 1 I L z t t 2T-10 n, j ON CONCRETE) 1 + I Sn 0 -I ,RETAINING ; j P + HALL i�28'-2" i NIC4 �• j WALL 1 } 1 fly N IO EXISTING; 2T-9 GARAGE I 0 --i': >� ` rn 1 FOYER , I �Z - ,. 1 t ■A P 27'-8 + Tiff1 DECK• •- 5\ COYER ; :I i` - SITTING FtC<W 4011�-' 1 EXISTING GRADE I DEN j SHOWN IN LIGHT I r -- KrtcHEN I I LINE, TYPICAL 1 1 1 z 11 t B _ STQOP WOOD WALK I;j = _ BRICK PAVERS ON�'9JA�Iq 509: PERVIOUS �1 N PROPOSED BUILDING HOUSE FOUND X—CUT Tit 132.66' (C.C.C.L. to PROPOSED BLDG. CORNER AT FIRST FLOOR) (FROM INTERSECTION OF SOUTH PROPERTY LINE AND C.C.C.L.) 132.66' (C.C.C.L. to PROPOSED BALCONY AT SECOND FLOOR) I 143.16' (C.C.C.L. to PROPOSED TERRACE) r 4 r 131.08' (C.C.C.L. to BLDG. CORNER, EXISTING HOUSE TO SOUTH) FRAME RESIDENCE No. 1595 — COASTAL CONSTRUCTION CONTROL LINE AS RECORDED IN MAP BOOK "C". PAGES 72 THROUGH 72H OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. DECK I SITE PLAN- SCALE: 1/16"=V-0 PROPERTY LINE TO DEP BUILDING LIMIT N O e OPE PORCH m o EXISTING GRno 11 111111 no " Ll a FINISH Un, GRA (27'-1"NGVD GSE a OPEN DRIVE COUR t C 27'_6" N.G.V.D.$ D� FINISH GRADE FINISH FLOOR 1 � ELEVATION EXISTING GRADE XISTING GRADE, TYPICAL Q \ Center of ddmg Pad 10" TIP DIA. WOOD PILE/PIER TO -10' BELOW FIN. FL. —- - - - - - - - - - - - - - - - - - - - - - - - - - - -—- -10'-0' N_G.V.D.,, PILE TIP ELEVATION SITE SECTION SCALE: 1/16"=V-0 4 � O O 0o i o 2 — STORYMASONRY o ✓ 2 C) RESIDENCE No. 1605 CONCRETE o CONCRETE N � POOL CONCRE E 1 st. FLOOR i 25'-4" 70'-31�q" TRANCE 104'-4" SPA CONCRETE E T <'�1 - 4i ' TO CC CONCRETE WALL CONCRETE I A J TEIR 3 _. PROPERTY LINE TO — _, CMU STEM WALL flipHP-3 P-2 HP-I i 1 HO O O i LINE OF 0+27' LINE OF 1" LINE OF "PyL EXISTING EXISTING °' _ EXISTING , HOUSE TO BE +2s'—s" HOUSE HOUSE DEMOLISHED ` ® TO BE 1 ` DEMOLISH D 6 -g lb+28'-2" NGVD = +0'-0" FIN.1st FLOOR N W GARAGE yo � o RETAINING CONCRETE i WALL DRIVE o i EXISTING W 2 STORY RESIDENCE GARAGE i PR VIDE & INSTALL SILT f FE CE & HAY BALES 27�2' DU 'ING DEMOLITION AND 028'-2" +2s'—o`' CO STRUCTI N PRE-VENT--EROSION & N N N N SE I NT CONTROL P CY1 ' N C� O i 20" PALM >27' o r L PROTE T EXI TING ' HIGH WOOD FE CE W/'CO STR. ARRIER i EXISTING WOOD WALK N_ . 0 LINE OF EXISTING PROPERTY LINE TO CMU STEM ',HALL 2) HOUSE N N ROTECT EXISTING C HIGH WOOD FENCE WITH CONSTRUCTION BARRIER EXISTING WOOD WALK i i i i ■ i i i es j f G i COASTAL CONSTRUCTION CONTROL LINE t h STREET AS RECORDED IN MAP BOOK "C", PAGES i 72 THROUGH 72H OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. i 2 STORY FRAME RESIDENCE No. 1595 i i i i{ i i i s SITE PLAN i 1 : SCALE: 1/8"-_1'-0 i i 1 i i NOTE: DRAINAGE TO BE SHEET FLOW INTO EXISTING AND IMPROVED LANDSCAPE AREAS. i i i i i i i i i i JRVEY OE TH THE NORTHERLY 10 FEET OF 16th STREET EASTERLY LINE OF LOT A. NORTH ATLANTIC AGE 10 OF THE CURRENT PUBLIC RECORDS OF FLORIDA. NOTE: DIMEN FACE OF FRA 93-10 OF CMU UNLE OTHERWI5E. ® DENOTE 17-6" 34-8" 13'-O" 8'-5 1/4" 2-9 112" 3'-f O 1/2" T-1 112" 7-6 7/8" 10-3 112" 13'-0" 3'-9 5/8" I'-G" 10-2" A D j 3.3 3.1 ( I B1 � 4.2 D X107 ( I C B B EDGE BOND " h P-4- N P-3 P-2 HP- != -T_, r -r- -----,--- ----- _ BIN _ - - -- -- `r WINDOW ON BUILT-IN - U m cp , BUILT-IN SEAT N D D 10 - 1'-013/4"TO CMU 1 1'-9 1/4" it-3 I/ 19'-3 114" 8''CMU = I I I I I _ 1 I ' ' DEHUM I I 1/4"TO STUD Lo J L—__—___ J�/ D L_—• �� ------------ -- - =I - ----- - - - -- -- - -- ---- -- -- --- I I GARAGE "-----F.D. = - i` _ ---- - -------- -- i i - ----- - - ----- - -------- - --- LAUNDRY 5 MEC► 104 4" Z 1 16 T� 116 4 A7.I b 6 N 1 17 1 15 m I 5 112"' I - 2T-3 1/4" iac-101! 9'-4318" - LL 4'-9 I/4° --- - -- ---- - ---� '- - --- - ------ - ----- ------ WOOD DE'IK I WOOD THRESHOLD 3 I/2" "2" DINING ' ' ' o LIVING ROOM 2 4 A7.Ic 2 I I — — --- — -- =1— I ---- — — — ----- \ A7.Ic s SLOPE 2 " 114 - -- -1 -- - 113 A 119 A7.Ib HALL = N P�ORPH , o - N _ _ _ __- - __ ---_ - _ 107 m �' N 115 N — --- -•1 I- - --- -- - -------- - ---- - - - ---- i 1102 i p 5 1112" 4' O 1/2" 2'-2 112" ELE A OR _ 118 = 10 — -- - --- -------- I --- - - — 111D I _ _ CE --u; OUE OFSTUDTO I m Zv Zv - I I 6'-2 I/2 I/2'OUTDE OF STUD 3 f 14 o HALL ' N ' r I 7 -7 F m m m I N ( I LOS -� 3/4"OUT IDE OF CM N I 106 ( I I I TO OUT5I E OF CMU I _ _ �U \ i - -- --- - --- ----- - - -- --- -- - -- -- ---- _— --- - - -- ----- ------- la I 1 I/4°STUD 0 4 7'-O 314" I'-4 / 12'-8 112" I'-3 N d) ' 32 i UP Lo C3 I I I - i OKEkN 46 A7.Ib — w ' 10 9 @ i 1" -8' 3" SOLID WOOD THRESHOLD N ! - - — -- - - - ------ -- -- --- - —I� -- -- - - — --- — — ......_ ._.. .-.... } L 3' 2 18" 3'.5 18" 8 N ch II U PANTRY N 11 3 }_� A WINE 1 14 S ELVES I - ICOdIER , FOYER A7.la ch I, z — S I N >-- ` - 8" CMU i I OKE 3 TV CABINET ICEM KER -4 j 5' I i /4' 1 5 1 1'-4 3/4" 2' 9 3/8"1 '-8 I I 4'-G I/•4' 8'-I I" I'-I l I/ - /8" , - - 14 7 /4 = 2'-G' - 4„ „ _ co 2' 6" 1 _ DECK 2 6" DEf: 3'-10" m 4'-O" 1 10 i 11 1 E CABIN B 103 ro o, z WOOD DECD <o 0 2 F c~n z I 3.1 102 v J i B' 3 I/2" i 8„C U 1 ,ru , A3 2 f 0 I"I O 1/ 16 3 1/4 12 1 I 5 9 5/8 o 15'-4 /4' o 7 5/ " - 3`b _ 100 = 7 I/4 STD >o I IW a) NQ' ,- - ►z , SITTING ROO DEN - ---� -- = 110 = o 80 �� I I _I 7 101 �� I A7.Ib8 — w E N s 112 4C • © m° KITCHEN 9 2 A7.Ia 7 A7.1a 5 ' C9 1 1-2 - L M = I K - OVEN ` C P TO to -- LO 1 - S - oE OW O _ u, Id I I E B _ - - -_ C GRIL ---EDGE OND 111111 ® 101 � 10 04 , H.B. , SHOWER Ir U 6" BRI K 6„ HEAD lO w O` . STOP (HOT COLD) � SOFT WATER -93/4 A I D I SEE 51TE 1 PLAN FOR , 3.3 ( 3.1 ( ALKWA�OOOP I �- v Of FIRST FLOOR PLAN 1'-4" 4'-1 1 112" 101, 3'-6" 1 O'-8" 3'-6" 4'-1 112" 4'-1 1/2" 8'-4" 8'-4" 1-11 3/ ' 3'-2" 3'-2 1/2" 3'-2 1/2" 3'-2" 5'-7 1/4" SCALE: 1/4" = 1 I_p.. 12'-5" 17'-8" 8'-3" 16'-8" 20'-4" " ---------- WATER HEATERS SCHEDULE RM. NO. LOCATION MARK MANUFACTURER DESCRIPTION SERVICE TO: 115 MECH. RM. 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DIAMOND SHAPED FANCY BUTT + 20'-O 112"TOP OF PLATE 10. 5/4"xG" PVC CASING W/CROWN ----- ---(---_-- -- --- - 4 I ! . 5/4"xG" PVC CA5(NG I�J - �;6I I-p.��_,�!�.o..�I_,-_�1 f;' ,-'7.-I�4 1--;.�__i..t,.-6;,.��-;I'9.�' ":-':.,.:i.�,I_1 q��.:.�,i:9,- -1...!�+�;6:-__-!l:IA1IN'.._',1�!-.-..i_-6-�1�1-.�l.l:'-i'I-''.I�--:;��-i''-61--_1_I.�I.-I,.:�.j_I1�,�-"_._ 12 I CSILLW/ 5/ C 4 -"_ , , . 13. PT WOOD 5RACKET(5EE DETAIL) 7 'I-e-;:I-�:-. ;��--.I.-I��'_4.':�'+I�1.��I.1:.-:6:'I l!�.:1:i..iI.,�.1 .,cI_.;J'_1:�!��-I I�',"_'-,..;�-.-� I I� i 'l�1,1;.�1Ii I,'�-�-Ir�'.�-�6-�" �,1I1I 1,I:'.,1��t:'.6.I.1i�- I----l.'Iq!;.61,:I�, -.�;-II-, 1:I_.I1�!,;.-1I*.I:'.�I;-l _-,l—*rIIL��I L6 I.:.�--I-�1"II.III.6. ;i-_6�:N.m..�:i�";:,I1.'; ._',T�-.1 6 _II�._.II�..�1�:_,.iI-,,—.1I II,-.,I,I..;-.9-:;�,,-,- I.�.I-.��-�6.-I�,[_.II11I-----"�-;II.H�-'_III-_.---:�)7�1----I-'�.�:,"I.I-_.-'.1-,.i'I16:;,L'�."-__.6:J'IIt��1;'�.I-6_.�_:�_._.-��i�.;?-4.t ".I�1.�"'-I-'..1-I1 .I. Ir::,tz I_,.";I6i�-..p--1..�_I�..,-._:11 -"..-_-I-.;I-..,1.,- 2„x2„ P7 E0 ! WOOD TRELLAGE _.. - -- <. ; F4 M 5 I G. PAINTED BRICK VEENE R BASE 5 L 17. PAINTED BRICK CHIMNEY I 7- 18. RECESSED BRICK DETAIL j !9. PAINTED CONC. CHIMNEY CAP D_ ... ; ► : 20. MAHOGANY LOUVERED PANELS 22 __.._. 2 1 . MAHOGANY SUPPORT BEAM ! ---- - 12-9" FIN_2nd FLOOR------ 22. PVC RAILING SYSTEM - G 23. PREPAINTED ALUM. OGEE SNAP 24. COPPER 1/2 RD. GUTTERW/LEA + I O'-I I" FIN. 2nd FLOOR - 25. PT. WOOD DECK SKIRT BOARD 23 2G. !0" ROUND WOOD DECK PIER/PI _- 20 7 __.-. _ _-_-l_ _. _. __ G r._ 6 . . 5 _ 2! 25 ,. FIXED FIXED ,i- ;_. FIXED F .. .'1 2G 1 1O 1 15 -. ._. , -. ,. _ _ -- 25 , I6 26 0O'-O" FINISHED FLOOR _-_- - -- -__---- -- ----- +O'-O" FIN_FLOOR -I'-O 3/4" PROPO5ED GRADE --. ----WOOD DECK -P-0'-0 3/4" PROPOSED GRADE ._. _....... " PROPOSED GRADE _-::..:�.:: -2'-O" PROPOSED GRADE EAST ELEVATION 1/4"=V-0" 1 -. B A D 4. 3.1 3. 3.1 12 vim. 9 2 3 4 12 F ED FI FIX D . , ; , . - - .. .l 1 G�" S P ___ _..- _ ; . _ .. _ - - - - __ 11 = , oi 5.1 :. . _. :. . - I i : : __._ : ; . . ., , . , . _ . . -. ; , :_ �._ .. ____ ,-_ - - -. _,_.. __ ___ ---.1.. -... , - - - - __. . : . . ; Y .-.- _ __ ; . ------ ------------------------------------------ ----- - - - - ii ... .... -. - ---- __-._.,.- .._-.-�. �.,___ _ _ __ _ _ , - _ _ _ _ _ _ _ __ : ,- . _,. . 1 . i - _ - - - _.._ 4- .. -. - - : - - - . ; ! j .: , - J _ ..- .- _. , 4 : . BRACKET ?E"#4 . : ; _ - ; 5,# _,._ . . _. _._ .. _ __..: _:_-. _ __.;_. . ,. - C B : , 13 .1--''� _.. _ ._... Y II , , - . _. _ _ ;t F F _ _ + i - , . y , i i : _ ...' .,. . ; , : .. : : i . : : , : . , : . : s , r i __; . 10 _. . , . -- __ (2 ---:- _. , . :. __c_. t i - - , . : . i i I : : : 1 : . e : ._ .. '_ .... _. _._ _:._ :. ... -. ---:.. :_ : _... _ _.. _.__..___. :. .._. .. ___:_ _.._....- . . _.:. _. -- _ _.- - - ._ ...,-___.- ._...�,-. -_.._. ..._.-.,... _.i_.. _ - - - ... --...-- ......r-..- .-...-...-.-.o.. . _.---- -- -- --- :. : : - ..__ ..-__ ._...__ .. _._.. __. _.... _._. __.. .._.._..._ ._.. .-....._ _......__.... ._._...__.--._ i NORTH ELEVATION 1/4.._1.A., )0000�rLLECTRIC POWER LEGEND LIGHTING FIXTURE SCHEDULE 0 FLOOR DUPLEX RECEPTACLE *A SURFACE MOUNTED LIGHT 0 DUPLEX RECEPTACLE OB PENDANT LIGHT 0 SWITCHED DUPLEX RECEPTACLE 0 C RECESSED DOWN LIGHT ABOVE COUNTER DUPLEX RECEPTACLE Q D RECESSED WALL WASHER QUADRUPLEX RECEPTACLE QE INTERIOR SCONCE SINGLE POLE SWITCH . QF EXTERIOR SCONCE 3 3 WAY SWITCH OG SHOWER LIGHT $4 4 WAY SWITCH � CHANDELIER �y ® HARD WIRE CONNECTION (TO MATCH EQUIPMENT) OC CABLE TV EFLUORESCENT CEILING LIGHT J O JUNCTION BOX 3 - V TELEPHONE F FLUORESCENT CEILING LIGHT QV CENTRAL VACUUM OUTLET O { UNDER COUNTER LIGHTING D DISPOSAL IL INTERCOM ofm CLOSET LIGHT (INCANDECENT) 42 42"ABOVE FLOOR EIN CLOSET LIGHT(FLUORESCENT) F 220 220 VOLTS J GFI GROUND FAULT INTERRUPTER EXTERIOR FLOOD LIGHT WP WATER PROOF F S�D SMOKE DETECTOR ® HEAT DETECTOR 11Q CEILING FAN D DIMMER METER WITH SHUTOFF [� ATTIC DISCONNECT SWITCH R CEILING FAN W/LIGHT I� SCUTTLE (� GARAGE DOOR SWITCH (PUSHBUTTON) ® EXHAUST FAN SECURITY SYSTEM TOUCH PAD S © SPEAKER ® FAN/LIGHT T 8 THERMOSTAT F0'-1U CEILING HEATER F ® TELEPHONE FLOOR OUTLET HALOGEN COVE LIGHT J sassas�s�s ELECTRIC PANEL V p RECESSED WALL MTD.STEP LIGHT RECESSED WALL MTD. POOL LIGHT DB DOOR BELL GARAGE REF. CLG. PLAN / LIGHTING PLA a G- 5'-011 251-41' N N � D Lo U GFI GFI O 03 BALCON 3/ N U — 'n t= a 17:B � � B 01 n. SLOPE 2" G- - GFI GARAGE o � N N G01 1 - N = o+ a 0 2 dam 3/4" N 0 _ U GFI GFI PN L-G F 12'-011 6. 8.. 25'-4" A G- ROOF PLAN GARAGE PLAN / POWER PLAN Z A G- B 12 9 Adlw Aw 1 1 1/4"TOP OF BEAM +9'—1 I 1/4" TOP OF BEAM _ +9'—! 112"TOP OF PLAT +9'-1 11211 TOP OF PLATE : z.: : N - 07 - B +0'-0" F IN.FLOOR OLNORTH ELEVATION WEST ELEVATION .. . A G- B G- 1 12 9 3 12 13 +9'—I I 1/4" TOP OF BEAM 3 +9'-1 I I/4"TOP OF BE +9'-1 112"TOP OF PLATE +9'-1 1/2"TOP OF PLAT 3 13 13 i. cq (3021 -m Ll N A 1 , , 22 , : : : +0'-0" FIN.FLOOR _ . .__.__- _ +0'-0" FIN.FLOOR r i EAST ELEVATION EXTERIOR ELEVATION NOTES: 1 . ARCHITECTURAL FIBERGLA5 SHINGLES 16. PAINTED BRICK VENEER BASE 2. STANDING SEAM LEAD COATED COPPER ROOFING 17. PAINTED BRICK CHIMNEY 3. 1"x3" PVC DRIP BLK W/L.C. COPPER FLSHG. 18. RECESSED BRICK DETAIL 4. 3"x8"WOOD FASCIA/RAFTER 19. STEPPED BRICK RAIN CAP SOUTH E 5. P.T. CEDAR SHINGLES 20. MAHOGANY LOUVERED PANELS G. PVC CROWN MOULDING 2 I . MAHOGANY SUPPORT BEAM 7. PVC TRIM BOARD 22. PVC RAILING SYSTEM 8. 3"x8"WOOD RAFTER TAILS 23. PREPAINTED ALUM. OGEE SHAPED GUTTER W/ 9. DIAMOND SMAPED FANCY BUTT PT CEDAR SHINGLES 24. COPPER 112 RD. GUTTER W/LEADER 10. 5/4"xG" PVC CASING W/CROWN HEAD TRIM 25. PT. WOOD DECK SKIRT BOARD 1 1 . 5/4"xG" PVC CASING 2G. 10" ROUND WOOD DECK PIER/PILE 12. 1-112" PVC 51LL W/ 5/4"x3"PVC APRON 27. 5/8" MIN. SMOOTH STUCCO PAINTED ON 8"C 13. PT WOOD BRACKET(SEE DETAIL) 28. 2"X 2"PT WOOD LATTICE SCREEN 14. 2"x2" PT WOOD TREL LAGS 29. LINE OF 12" CMU BELOW GRADE 15. PAINTED BRICK ROWLOCK 30. LIGHT A 2'-47/8" 2'-7" qv 12 r 9 +91-11 !14" TOP OF BEAM +9'-1 1 114" TOP OF BEAM +91-1 112"TOP OF PLATE - . +9'-i 112" TOP OF PLAT N � O � 07 6 +O'-O" F1N.FLOOR I 2" SLOPE 1- - - 11=1L=W=W=1�= == - _ _ -III-1 I_I =I I-I 1=1 I=1 I_I I 1=1 I=1 I� -I �11= =1 I 1=1 I F =1 11= 1= I_a -= —— —- - —=- — --—--- =— IF-Ami . _I I=1 I I _I I -I I I�I ILI I LI -I 11= �I I- I L =I f _ I-I= I= LI-I I=III=1 i� I�I 1111 I LI 1 I I� i I III III I j I III I I I I I rLrl �I I I_I I I_I I I_I I I_i I i I I_1-lll-I I I 11=1 I I_jLl_Ii_I I LI I r I I_I I L-_ 1LI-IJl-1L 1 _ llC=1111-L-_�- -11==11=� lll-ll-lll�� III 1L LI-L-1L =1=-JL- all-= =1-Ll-I I 1=�1=ll_I 1=III-I 11=1 I�I I�I I11i=11111=11i=IIi=111_1 I uIIi=III=I I=�=1 I�I11=-11=L=111=�1=III=1r_III W=III=1 11=LI=I 11=I=1 III=J 1=11�=�1=111=111=1 11=111_111= 111= =111 111=1 _LII=1�=�=I I I I_)i I-III_y 1=ll I_III_ill_)I(J�_III=1 I�I 11=I 11=1 I�I 1=1 1=I 1=I 11=I 11=1 11=1 I I-1 11=1 11=111=i I=t 1=I C I_I_ - - = = W=11f11 =L1=J=1=1 11=I- =111= -111=11f=11=1=Ln11=L=111=11=L ll=L1=111=1 I1=1 LLI i- I I-1 11=111-I 11=L=111=11�� -I 11=1 11-11 11=11-J1��I�1 1111 I I-I L-ll=1 _�=I-I I�I 111 I ISI 11=1 I1J�lll I I IJ� I II 1 I Iil I I I�I FI I F-)1If 1=1 I=1 11=1 11=1 11=1 I1=I-I I�I I_I=111=�- -I_I �I - =1 11=1 1 1=111=1 11=1 11=1 FIM, f�`I ISI 11=111=1 11=1 11=111=1 I�i I I I 1=1 I =1 I f-_�I I=1 I(11 11=111=1 11=JAI J11=111=1 I I _I I I�I I ILI I�I I ILI =1 -J1-I I�_I J ��I I-I I r�-)f I-I I�1L[�I I L1 I �Iln I I_I 1 ILI SLI 1-1 11=11--ll1-Ill_I_II�i�-111-I 1=1L-11=1 I f 11=1 I J1=1 1=1 I I 1=1 I L-I_IJ=1 11=III=LL-J 1=ll1=Ll 1=1 11=1 I�=1 �1 11=11=11 1 ) I I 11 )�=1 II 1LC -Ill=W=J11=ll=Ill-L=1 1=I f li= I I I_J I i III i I Ill 111 11 11r�=1 11=J 11_� �I 1 111 II I 11_I I I 11 I I- I 111 ISL-1-I I I_I 11(=L-I I II I=111=1==1 I I �I 11- -��=W_=11=111=11 I I-I I1=111=111= 1=I I- III-i I -I 11=TC�Jj l=I I-I 1�1 I I-I I- -L=III-IJ=I I f-11 I-1 I I=1f=1 I1=1 11-111=I I1=I II I I-1 11=1 11=J 11=11!=I 11=1 I I_�1=1J 1=I I X111=111=1 I�I l l Ill �I i 111��111-MLI I �Ll-�I11111 II I I�II II I 11J1_11,IW=�F11II I II III 111�I I I I I H1H 11 =t I I=I�I 11=L=11(-_Jl�l I ISI 11=1LI=L�1 11=111=LI 1=1 I I _ 1 L ll _I I I I 11 I_ _ _ L-_ _ l�ll III I I - III 111 f_I I I i I IJ I ILLI I L I I=111_111 I I 1 I Ii f1l I i11� i11L11=1ll=W1i I Ilil�-ll-L1=11LI 11111 f� f= 1 I IIILl�=1 1 1 I I I l i I�I-I 11 iI II l if 11j1=(111 I Ill!i Itli Mill=lLl I rl 1 I=1=LI11-_I iW=111=III=11=III=I i I=III: i l 11 IL1=J1=I111SIII -iI1=111=1L=1IHI1�=�1J1 =11111=11�I=1I1111II�LI�I IILIIII��II-1111111-111-1-111=1I_1=ll1=LlI=1IilIIIL i1111111111I I'IiII �� 11 j� 1J11111II I - I III- =III- - IIIIIIIi1l�llll IIC-III11-�1-LI=MLI f1111`III�I� S11IIfL Lit1�� I1lilrl�IWI�I�IlllilTl11111 iI�W11 III�Lit1=11 I ltl� li I . III-111_1 11=1 I I-1(1=111 1=1 11=1 11=111-I 1=1 11=1 I1=f 11=1 I=-I 11=1 I L-I 11=1 I I-III-I I I�I I=1 I ISI 11=IIi-I _I II I L-L1=LI 1=1 I-I I C-I 1-II1=1 I=-I 11=1 I=--W=1 11=I 1�1 =1 I I-IOW'=I 11_111=L=1 I=I I x11=1 =1 1=L1=11r I_I I I-Iii-I I C-I I L-I I=I I-LLI�I 11=1 I L=1J=111=111 I=-I I FI �I�I I�I-WI =I=J 11=I-111=1�1 11=1 11=1 I W-III-III-I 1�)I l=1 I I-1 I I-1 1=1 I�I 11=i=1 I -I=1_CI n ��II�I _11=W=111=W=W-1L1=1�111= I=Ti=n I-J 111T�ITI-171-1 i i-n 1=I I r- -1ll-n-I I-1�1=-11=1-n I- _- _ No I-II 1111=111=111=111-I 1=1 11=1 I I-1 I-I I1 I H71=I I t-I I t=1 I=-I I�W-III-t I(=1 -71=11�W=1 I I-W=L1=W=I I W=W=L1=1 11=11=111=W=1 I�I I I-1 I�I f1=1 I I-I 11=1 11=W-I1�1 I.�I 11=1 I1=1 I=III-I I IJ 11=1 I I-I I�I I l-1 11-1 I F_-i��_' I-I I=111=11==1I 1=1 I1=1�=W-11�i I I-I I-1 I I-1 I=I I1=1I I-III-IIi-i I I-111=1 I I-JAW-1J I-1 I I-111-1 I1-��- - -i I I-1 I I-I 11=1�W=W=ll1=1 I rl I-LI 1=1 I I-1 I I-I 11=111=1 I1=1 I�i 11-1 I I-1 I1-1 11-1 11-1 I L-Iii-��'- ~I I I IITI I II II j iWl 1 j 1111-1111 li- -_ � - - BUILDING SECTION B BUILDING SECTION A 1/4" = V-0" Gm 1/4" = 1'-0" G - - SEE PLAN FOR SLAB QUOK TRACK DVVL5 @ 2'-0" O.C. DWLS LAP 2'-G" (1 ) #5 CONT. #4 REINFORCEMENT CONT. PAVEMENT GARAGE FLOOR 11 1REINFORCED FILLED w O EVERY OTHER WIRE @ - SLAB, SEE PLAN CELLS, SEE PLAN f #4 2r'-G" Q #4x9`-O" @ I'-O" O.C. - JOINT SLOPE @ 2'-0" O.G. > Z SEE rill —(�- g PLAN ° --X-x- -X-X- (}) #5 CONT. _ p Ll l X X ° �0 n1 U Q ° to — — - - Lu ° E PLAN VAPOR RETARDER III— ° SE I Q Q ( TOP OF SLAB TOP OF FTG VAPOR RETARDER t ° a 0 a COMPACTED SOIL N I ° a COMPACTED FILL = 2" CLR. 2" CLR. a UFZETARDER (2) #5 CONT. TOP #4 @ ! '-3° OR — (TYP.) O.C._ BOTTOM W/ #3 TARDER 5" CLR. TIES (� 2'-0" O.C. - COMPACTE IL 2'-O" FILL 10 SqT NS (" 2 SECTION #5 @ 4'-0" O.C. EA. FACE FELL ALL CELLS 5'-0" 4'-0" SG-1 I� li O.C.DOWELS @ O.C. 5 DETAIL OLAP 2'-G" O.C. #6 DWLS. @ 2'-O" LAP 3'-O" SGA DWLS LAP 2'-G" w REINFORCED FILLED (3) #4 CONT. TOP BOTT. CELLS, 5EE PLAN 2'-G" oL t j " I W/ #4 @ P-4" O.C. @ 2'-0" O.C. > p' T PLAN FOR NUMBER (1 ) #5 CONT. - REQUIRED STEPS , ° x=x Y =x VARIES SEE PLAN 314"X4" TSG Q DECKING - O 4 ' CLR VAPOR RETARDER - ° LOW R --- fYP.) _ a COMPACTED FILL _ ___________________ - ------- ' � ` T O 3" CLR. _I I 43"�CLR. O -- CTYPJ - COMPACT fl�]� FILL (1) #5 CONT.WALL W/#5 @ 4'-0" IOIOLOC121 '-4 O.C. EA. FACE FILL ALL CELLS FILL BELOW FIN FLR. a 3'-0" L4x4x 1/4x0'-2 112" (2) #5 DOWELS @ 4'-O" O.C. �� STAINLESS ANGLE W/ (4) ADH LAP 2'-01 O.C. #G DWLS. @ 2'-0" O.C. LAP #9- 15x 1 1/2" STAINLESS BO J. 31_011 � SCREWS SECTION STEP BARS TO I (3) #5 CONT. TOP BOTT. SG-1 MATCH NUMBER __ �a �� w1 #4� @ 1'-O" O.C. 3° (2) GAL SIZE OF SMALLER °L ( TYP I _—I I III FOOTING. (MIN.) ° ° N �-VARIES F LARGER ° —V SEE PLAN NG a o FLOOR HEADER BEAM CONNECTOR ,I 1=III= (1) #5 3" CLR. o NAILING SCHEDULE: (LB5) 8" COMPACT 1 CONT. DESIGNATION FASTENERS ALL LOAD REMARKS IN F HDR OR BM RAFTER L FOOTING STEP FILL I p A34 4 - 8d 4 - 86 365 ): THUS " $ " ON PLAN 2'-p„ NOTES: 2' G" 7 SECTION I . CONNECTORS SHALL BE INSTALLED IN STRICT CONFORMANCE SG-1 WITH THE MANUFACTURE'S RECOMMENDATIONS. SECTION 2'-0" SG-1 -8-8' 4 #5 INFILLED G-j CELLS @ 4'-0" -3 O.C. ♦ 5'-0" 25'-4" ROOF SHEATHING --•--- -- -- - ------ _._._._......._. _ _._. G- -2 STAGGER 4'-O"X 8'-0" X 3/4" CDX TOP OF BEAM RATED PLYWD SHEATHING PANELS AT END JOINTS. FACE GRAIN SHALL _ PERPENDICULAR TO RAFTERS. NAIL N WITH 8d NAILS AT G" O.C. @ SUPPORTED EDGES AND 12" O.C. AT INTERMEDIATE FRAMING MEMBERS. T*G ROOF DECKING INSTALL DECKING IN RANDOM _ i i I LENGTHS WITH BUT JOINTS STAGGERED AND LOCATED OVER SUPPORTS. SLANT CO I T. 2x6 LEDGER, r NAIL EACH DECK COURSE TO THE fAE TEN TO CMU REINFORCED CMU i 1 I m 4" CONCRETE SLAB W/ GXG 3/4"I I TONGUE OF THE ADJOINING COURSE 1/4' TAPC s @ '-0" -- @ 30" O.C. STAGGER 15" WITH O• GABLE END WALL I I I h W 2. ! xW 2. 1 WWF CTR'D ALTERNATE COURSES. NAIL TO SUPPORTS W/#5 @ 4'-0" O.C. I I I ON VAPOR RETARDER I I I VERT. WITH TWO I Od NAILS FOR I" DECKING 12d NAILS FOR 2" DECKING. CONT 2x4 NES 4 STEP TO BO' O T#G ROOF DECKING C CHORDS J (�`-j I I SLOPE 2" I Iii 7 I 'z)— ------- ------- ---- ------ ------ - ---- ------- ---- - -:+rte- ------ I Q j -- - .,� GARAGE 5.J. o B ' B N J \\1 N G 1-j ------ RUCK CAP CON 2xG A 4 P.) -- 7 Gj f) #5 CONT. BLOC INC _ j CELLS (9 (2} #3x2'-G" I I p I (a-j TOP @ i I i �-PAVEMENT -- SIM. BALCONY CORNERS _ 3x8 FLY RAFTER RIDGE I i �- I I JAMBS �P'} I I I _ 2x4 ':X' IN I I I —I I SEE 1 S- 3x8 FLY RAFTER I O'-O" _ L i I ! TOP OF SLAB L 5 @ 48" O.C. . `~' ---- -- ----• - - ------ I ;ENTERED,FILL ALL ------ - - ------ ------- T 3 ;ELLS ---- -- ..--' � � � �.J . _ 3 3t=h G DWLS @ 24 O.C. 3 ,ENTERED, LAP 2'-G" -2. L- L O (I 1 ATTIC Russ @ 2, C ZO -2. /�- dJ - U w DRAIN T*G ROOF DECKIN I _._. _._. L------ - DRAIN _._. - -- J I `. T._.T._. _. r ._. _.T._.T NOTE: FOR 5UB-FLOORIN IC 5PACE5 REFER TO SHE -1 .2 I — i1pulluffff WIN REINFORCED CMU GABLE END WALL W/ __ FOR MATERIAL� INTION ST DETAILS #5@4'-0" O.C. I i I I - I - - - - - - - - I -- I ... I -, (3) #4 CONT. TOP BOTT. VERT. _._. ---------------------------- W/#4 t::j @ t 6° O.C. - G'-8" STRAP TIE AND HURRICANE TIE I 25'-4" NOTE: STEP FOOTING A5 MT5M I G STRAP TIF NAILING SCHEDULE INDI REQ'D TO FOLLOW GRADE * A34 FRAMING ALLOWABLE 4 STEP 5EE G/5G-I FOR STEP j A DESIGNATION NUMBER*512E OF NAILS REMARKS ANGLE (TYP.) UPLIFT I O'-O" D ETAI L5. S2.3 G- MT5M I G 7-1 Od*4-1/4"x2 114 TITEN 840# G-j NOTES: ROOF FRAMING; PLAN I . CONNECTORS SHALL BE INSTALLED IN STCONFORMANCE FOUN DATION & FIRST FLOOR PLAN WITH THE MANUFACTURER'S RECOMMENDATIONION S. 2, CONNECTORS FOR TRU55E5 NOT NOTED ON PLAN - PROVIDE CONNECTOR WITH ALLOWABLE UPLIFT GREATER THAN MAX. WIND NOTE: UPLIFT NOTED ON TKU55 MANUFACTURER'S SHOP DRAWINGS. I . TOP OF FOOTING ELEVATIONS IS KEFEREDNCED TO TOP OF SLAB @ WEST WALL = 0'-0" EXTEND DUCT TO WALLGAP G"o 5/A FROM ABOVE; 8x8 R/A UP; SEE SEE M-1.2 FOR CONT. M-1.2 FOR CONT. "ULTRA-AIRE" MODEL UH-100V AIR CTYP. OF 2) PURIFYING DEMUMIDIFIER AS MANUFACTURED A - — , 0 BY THERMA-STOR PRODUCTS DIVISION OF DEC INTERNATIONAL. INC. MADISON. WI. HP-4 MP-3 HP-2 t#P-1- A l0x�6 �10x1�0 5••,� 6"o 280 O.B.D. 10x6 �10x�6 ' RIGID 0- �/ 135 z O.B.D. CTYP. 2) 16x16 JOISTS C P. 23 R/A BETWEEN do m FLOOR JOISTS 6 16 R/A ETWEEN "# HRU FLOOR J0I5T5 6"a FLOOR CASTS 1� all, FLOOR (D�24X24 "e 1325 —m 10x6 /�1Oxx 8x4 a G5 �.J 135 50 H a a o 0 =° o O T o o AMU-1 Z 5..� O � "Go W 3 x6 10x6 W m DIG5A135 _Ii7 _ o 00 At o - 30 10-0 RICO U FLOOR JOISTS S_° 4"e 365 9"o Rig FLOOR JOISTS A 12x6 7"r 4" Q CA 8x4 30 D L 0A132-5 GO cc 7"o � I �1 A 12x6 150 110 00 EXHAUST DUCT TO KI OOD; COORDINATE LOGATIO CM. 0 t L I F-L I ir EXTEND DUCT EXTEND DUCT TO WALLGAP TO WALLGAP 5EE ARCM. 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' ft , -- ... -- -7 �. -- �k,,`r'-�,,�,,-,�-�,Ij&41!��'I - - I "�, I,. , - I I I -- �� A UA I -- - -. , , II L i I ;., , *TH' IWE NOT40WRLY tO IST OF *b S , w W EA if ftY Lie OF LAf A,, Ian AT� WA � L P J0 ; F INCINCT PWBLIC RE00RDS 1`�r, flooKiA. vow1 .—A 1 " * I I I ,- I '� ERO' c I I I lbi 03 o r �, EnSIOX 01 s 0) N O 1 I I ai i O � --- --— WOOD DECK �� I + , �- el- �q ONf�T WALL I I I I FRS J pC w v + I TILE PORE �EC�- DENf+ } Too, woos o p0 I "� 2 ST, 1'.�5 i I I p 4.� "" hlo• I ` STS 2 RES OIC i ip, 1 •wok `� w co�cR ,".�' rs°�c� � " ' �'" "" �� ..w I I ; 0 U I� U ops1 v �� W , Cry U 3 V a I t 7- 17. gg „ .f ,t. p . '4 � WOODor �, ..... �L 7 E 490.3V 5'0,3 3 'E S 0 ^ • ( - AVENUE 1 W �3'S7"E SEA VV ud J li Isow E CONSTRUCTION �ONTRO _ C STuj AI;- CflP OiN� "C"+ AGES � I I � - ,� ,� � R ,. � NOTES � J ORMO IN MAP 1 I THIS Is A sl +cw. PURPOSE SURVEY TO SHOW RELATIONSHIP BETWEEN A REC72H RREN'� I �! O , " t- :_ EXISTING RESIDENCES AND THE COASTAL CONSTRUCTION CONTROL LINE. 7 ROUGH RECD pUV►1AL COUN I ,3 0 E NO BUILDING RESTWTION LAS PER PLAT. I f BEARINGS BASED ON A LINE FROM DEPARTMENT OF NATURAL P 5 C� f - I 1 ' � � IA 0 r RESOURCES MONUMENT No. 72-61-A17 TO MONUMENT No. 72-61-A19 � � 0BEIM SOUTH 2712'44" EAST, AS PER THE COASTAL CONSTRUCTION LINE OR (XNAL COUNTY, FLORA AS RECORDED IN MAP BOOK "'C , PAGES 72 - 72H AND APPROVED ON JULY 21, 1993. o' SEE BOATWRIGHT LAND itAlF#70RS, INC. DRAWING No. D2001-901, DATED I ~ _ ` ~O 5,6 � � � OCTOBER 16, 2001 FOR ALL OTHER INFORMATION CONCERNING THE i 9 SURVEY FOR RESIME No. 1601 BEACH AVENUE. UNDERGROUND trT1LITIEs NOT LOCATED BY THIS SURVEY. THE EROSION 00NTR0 L LINE A5 R'R�t�ARDEO IN PLAT BOOK 35, PAS 59 - 598, WAS CALCULATVD FROM THE STATE PLANE COORDINATES j N FOR THE COASTAL CONSTRUCTION CONTROL LINE. COORDINATES AS PER THE COASTAL CONS'TRUMON CONTROL LINE. 111>r BtACH ( F �' SIT- VENUE I', ti s 1 RLY N or-WAY PA APPROACH ROADWAY . t�fl7`21'10"w 50.00' ' • 0. lot THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE ' "X' AND ",40" (DEPTH 2') AS WELL AS CAN BE DETEfWfNED FR THIS THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NLMIBER 120075 0001 D, FOR THE CITY OF ATLANTIC BEACH, THOM ' REVISED APRIL 1� 1989. I4t1iA+f GAW A, i CHAM ( , �-fl »wAY P A WNIS AW off s car. - u?, 2002 F'LOitIaA u L,I M "cl _