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2127 Beach Ave DO NOT M NOTIFY ARCHITEC PRIOR TO CONSl9 INDEX OF DRAWIN( A Renovation for TITLE SHEET • A0.0 INDEX OI SITE The Oelham Residence A1.0 SURVEY A1.1 SITE PLA A,.Alantic eac ori a A1.2 POOL AN: DEMOLITION D1.1 FIRST FL D1.2 SECOND D1.3 FRONT A. EXTERIOE D1.4 SIDE DEA ELEVATIO ARCHITECTURAL A2.1 FIRST FL it I I All I A2.2 SECOND A2.3 ROOF PI,� ® A3.1 FRONT A] ELEVATIO A3.2 SIDE EXT A4.1 BUILDING A5.1 WALL SE( A6.1 WINDOW A6.2 WINDOW ] A6.3 DOOR SC: ® SCHEDUL: ��Od I Wyw ----------- STRUCTURAL RL S-1 GENERAL AND MAS 111111111THUTH S-2 FND. & ] _T_T S-3 ROOF FR, S-4 FND. & l AND DET. ELECTRICAL E1.1 FIRST FL E1.2 SECOND STRUCTURAL CON' BAKER KLEIN EN( STRUCTURAL ENG. 133 WALNUT STR] JACKSONVILLE, FL 904.398.9837 904 APPROVAL CODE REVIEW INFORMATION PROJECT DESCRIPTION: DUVAL COUNTY WIND SPEED ZONES uRER INTERIOR DESIGN THE EXISTING TWO STORY OCEAN FRONT RESIDENCE IS LOCATED AT 2127 WINDOWS & DOORS FLORIDA BUILDING CODE 2004— BUILDING BEACH AVE., ATLANTIC BEACH, FLORIDA. NDOWS & DOORS FLORIDA BUILDING CODE 2004— RESIDENTIAL CATLIN DESIGN, I FLORIDA BUILDING CO E 2004- Ex1STING BUILDING THE EXTERIOR RENOVATIONS CONSISTS OF REROOFING AND RESTUCCOING 916 DANTE PLACI IWINDOWS & DOORS THE ENTIRE RESIDENCE, THE REPLACENMENT OF ALL WINDOWS. JACKSONVILLE, FL • FLORIDA BUILDING COLE 2004— PLUMBING PROPOSED ADDITIONS CONSISTING OF A NEW COVERED FRONT PORCH 904.396.5522 904 FLORIDA BUILDING CODE 2004— MECHANICAL AND STAIRS, REAR COVERED PORCH AND MODIFICATIONS TO THE EXISTING SWIMMING POOL & POOL DECK to 1 FETILE MADERA FLORIDA BUILDING CODE 2004— FUEL GAS �p FLORIDA FIRE PREVENTION CODE 2004— EDITION THE INTERIOR RENOVATIONS CONSIST OF A NEW KITCHEN AND EXPANDED VILLE FAMILY ROOM ADDITION LOCATED ON THE MAIN LEVEL. THE SECOND c a FLORIDA CLI CODE FOR BUILDING CONSTRUCTION FLOOR MODIFICATIONS INCLUDE A NEW MASTER BATHROOM ADDITION, d E METAL PRODUCTS (FL BLDG.. COODEDE 22004 BUILDING CHAPTER 11) REMODEL THE EXISTING MASTER BEDROOM AND MASTER CLOSETS, GUEST STRONG—TIE COMPANY FLORIDA ENERGY EFFICIENCY IENCY CODE FOR BUILDING CONSTRUCTION BEDROOMS AND BATHROOMS AND LAUNDRY ROOM. (FL, BLDG. CODE 2004,1-CHAPTER 13) (MECHANICAL CODE) 1 11 115 12 0 STRONG—TIE COMPANY '� FLORIDA ELECTRIC CO E 2005— EDITION (NFPA 70-2002) ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL BUILDING CODES. IT1 h p h �l Mph STRONG—TIE COMPANY WIND ZONE NFORMATION 1_10 NOTE: THIS STRUCTURE BEEN DESIGNED IN ACCORDANCE WITH, R 15, AND MEETS THE REQUIRE NTS OF SECTION 1606 OF THE 2004 105 1 EDITION OF THE FLORIDA UILDING CODE. SQUARE FOOTAGE INFORMATION mph —A THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION • CONDITIONED SPACE L-1 EXISTING: 2667.30 S.F. ADD 318 S.F. = 2985.30 S.F. OF UM. (LARGE MISSILE IMPACT GLAZING REQUIRED) • CONDITIONED SPACE L-2 EXISTING: 2492.70 S.F. ADD 206 S.F. = 2698.70 S.F. I 29 032 • BUILDING STATUS: ENCLOSED • TOTAL CONDITIONED SPACE 5160.00 S.F. ADD 524 S.F. = 5684.00 S.F. 032 • BASIC WIND SPEED (M. H. — 3—SECOND GUST) 120 • UNCONDITIONED SPACE COVERED L-1 228 S.F. 032 • WIND IMPORTANCE FACTOR 1.00 L-2 118 S.F. 032 • BUILDING CATEGORY II • TOTAL UNCONDITIONED SPACE 346 S.F. � LES • WIND EXPOSURE CATEGORY C STRUCTURE HEIGHT AND # OF STORIES ULE • INTERNAL PRESSURE COEFFICIENT (H.E.C.) 1.45 • MAXIMUM HEIGHT OF THE STRUCTURE IN FT. 36' • NUMBER OF STORIES 2 COL. Column EA. Each F.O.M. Face Of Masonry HORIZ. Horizontal MAX. Maximum PLYWD. Plywood SCHD. Schedule U/C Under Counter YD. Yard CTR. Center ELECT. Electric F.O.S. Face Of Stud HT. Height MIN. Minimum PNTD. Painted SECT. Section U/G Under Ground YR. Year C.W. Cold Water EL.ELEV. Elevation F.D. Floor Drain H.W. Hot Water MT. Mount PR. Pair SERV. Service EQ. Equal FT. Foot H.P. Horse Power MTL. Metal PT. Pressure Treated SQ. Square V Valley D Dryer EQUIP. Equipment FTG. Footing P.V.C. Poly-Vinyl Chloride SQ.FT. Square Feet VERT. Vertical AHU Air Handling Unit tion Line DBL. Double E.W. Each Way FV Field Verify I.D. Interior Design N.I.C. Not In Contract PRELIM Preliminary STL. Steel HVAC Heating Ventilating Air Det. Detail EXIST.(E) Existing IN. Inch No. Number STRUCT. Structural W Width Conditioning DIA. Diameter EXT. Exterior GA. Gauge INSUL. Insulation (l) New R Radius W/ With VAC VacuumRM D FOR CODE COMPLIAi DIM. Dimension GAL. Galvanized O.C. On Center REQ. Required T Toliet W Washer MY OF ATLANTIC BEACH DP Design Pressure F.D. Floor Drain GD. Grade JT. Joint O/H Over Hang R.D. Roof Drain T&G Tongue&Groove W.C. Water Closet(Toilet) Unit DR. Door F.F.S. Finish Floor Slat GRD. Ground O/ Over RECEPT. Receptacle THRU Though WD. Wood SEE PERMITS FOR ADDITIONAL D.S. Down Spout FIN. Finish GYP.BD. LAV. Lavatory 0/0 Out to Out REINF. Reinforced T.O.S. Top Of Slab WDW. Window QUIREMENTS AND CONDITIONS. DWG. Drawing FIN.FLR. Finished Floor or G.W.B. Gypsum Wall Board REQ'D. Required T.O.W. Top Of Wall W/H Water Heater REVIE D BY: DATE: D/W Dish Washer FL.FLR. Floor M Meter PKT. Pocket RM. Room TYP. Typical W.P. Water Proof FND. Foundation HDWD. Hardwood MSRY. Masonry PL Plate R.O. Rough Opening W.W.F. Welded Wire Fabric DO NO PRIO MAS' TO 5HON E30UNDARY SURVEY OF PARCEL "A" PARCEL "B" EASEMENT FOR I , EGRESS AND UTILITIES A PART OF GOVERNMENT LOT I, FRACTIONAL 5ECTNON q, TOWNSHIP 2 SOUTH, A PART OF GOVERNMENT LOT I, FRACTIONAL SECTION q, TOWNSHIP 2 SOUTH, A PART OF NT LOT I, FRACTIONAL SECTION q, TOWNSHIP 2 SOUTH, RANGE 2q EAST, DWAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY RANGE 2q EAST, DWAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY RANGE 201 EAST, AL COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED A5 FOLLOWS, COMMENCE FOR A POINT OF REFERENGE AT THE DE50RIBM A5 FOLLOWS;COMMENCE FOR A POINT OF REFERENCE AT THE DE-56RIBED AS FOL-OW5; COMMENCE FOR A POINT OF REFERENCE AT THE NORHTWEST CORNER OF LOT 80A, NORTH ATLANTIC: BEACH UNIT 2, R-G-B-5 NORTHWEST CORNER OF LOT 80A, NORTH ATLANTIC BEACH UNIT 2, R-C-B-S NORT4-4E5T CORNS OF LOT 80A, NORTH ATLANTIC BEACH UNIT 2, R-C-B-S CORPORATION, ACCORDING TO PLAT RECORDED IN PLAT BOOK 15 PAGE q3 OF CORPORATION, ACCORDING TO PLAT RECORDED IN PLAT BOOK 15 PAGE 013 OF CORPORATION, ACC 9RDIN6 TO PLAT RECORDED IN PLAT BOOK 15 PAGE 013 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY, SAID CORNER BEING THE THE CURRENT PUBLIC RECORD' OF SAID COUNTY, SAID CORNER BEING THE THE CURRENT PUBLIC RECORDS OF SAID COUNTY, SAID CORNER BEING THE INTERSECTION OF THE NORTH LINE OF SAID LOT 80A AND THE EAST RIGHT OF INTER5EGTION OF THE NORTH LINE OF SAID LOT 80A AND THE EAST OF RIGHT INTERSECTION OF NORTH LINE OF SAID LOT 80A AND THE EAST OF RIGHT WAY LINE OF SEMINOLE BEACH ROAD, (COUNTY ROAD NO. 608);THENCE NORTH OF WAY LINE OF SEMINOLE BEACH ROAD, (COUNTY ROAD NO. 608);THENCE OF WAY LINE OF INOLE BEACH ROAD, (COUNTY ROAD NO. (008);THENCE 0°140" WEST ALONG SAID EAST RIGW HT OF AY LINE 1'15.0 FEET; THENCE NORTH 0°14'50" WALONG SAID ALOSAID EAST RIGW15 HT OF AY LINE 1- .0 FEET; NORTH 0°14'50" WE '5ALONG SAID EAST RIGHT OF WAY LINE 175.0 FEET; NORTH 8q"45'10" EAST 326.0 FEET TO THE POINT OF BEGINNING; THENCE NORTH THENCE NORTH 8q°45'10" EAST 226.0 FEET TO THE POINT OF BEGINNING; THENCE NORTH 801° '10" EAST 303.0 FEET TO THE POINT OF BEGINNING; 0°14'50" WEST 3q.0 FEET;THENCE SOUTH 801°45'10" WEST 27.0 FEET; THENCE THENCE NORTH 0°14'50" WE5T "15.0 FEET; THENCE NORTH 8q°45'10" EAST 73.0 THENCE NORTH 0"14 " WE5T 3q.0 FEET; THENCE NORTH 8q°45'10" EAST 23.0 NORTH 001450" WE5T 36.0 FEET;THENCE NORM 80164540" EAST 400 FEET, FEET;THENCE SOUTH 0°1450" EAST 36.0 FEET;THENCE NORTH 801"45'10" EAST FEET; THENCE SOUTH 0°1450" EAST 3q.0 FEET;THENCE SOUTH 8q045'10" WEST MORE OR LESS, TO THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN; 27.0 FEET; THENCE SOUTH 0°1450" EAST 3q.0 FEET; THENCE SOUTH 801045'10" 23.0 FEET TO THE POINT OF BEGINNING. THENCE MEANDER SAID MEAN HIGH WATER LINE IN A SOUTHERLY DIRECTION 75 WE5T 100.0 FEET TO THE POINT OF BEGINNING. FEET, MORE OR LESS, TO A POINT WHICH LIES NORTH 8q°45'10" EAST FROM THE POINT OF BEGINNING;THENCE SOUTH 801045IO" WEST' 373 FEET, MORE OR LE-55 TO THE POINT OF BEGINNING. W W OCEAN VILLAGE ONE, CONDOMINIUM I COASTAL CONSTRUCTION OFFICIAL RECORDS VOLUME 3710 PAGE 631 SETBACK LINE A'o 0 0 a w w 200.00' N.89045'10"E. 73.00' N.89045'10"E. 145.45' PROPERTY LINE N.89045'10"E. ±400' LLJ z EXISTINGEms-' I EXISTIN I \ 1 STORY GARAGE wl I POOL a p., I w 0' o I EXISTING \ v EXISTING BOARDWALK x ,n 2 STORY RESIDENCE v I z z w I I I I o I I 0.00' PROPERTY LINE N.89045'10"E. 100.00'1 1w N.89045'10"E. ±373' ' OF BEGINNING POINT OF BEGINNING POINT OF BEGINNING I�EASEMENT PARCEL "A" I I o ;E 5 I TE I SURVEY No I. INFORMATION ON THIS 51TE PLA I I \ / FRANK JONE5 # A550C SUR 1l E Y S (T E FLANLAND SURVEYORS AND LB 6465 EACH UNIT 3, R-C-B-S CORPORATION �.0 SCALE: 1° = 20'-0° -10' 0' 10' 20' 40' 8111 OLD KING5 ROAD E 93 BUILDING I, SUITE A JACKSONVILLE, FLORID TELEPHONE: (0104) 448- SURVEY DATE: NOV. 2, WORK ORDER NO: 011011 2. JAYCOX, REINEL 4 ASSOCIATES INFORMATION IN THI5 DRAWING. DISCREPANCIES TO THE ARCHITE i DO NOTIFY PRIOR I I OCEAN VILLAGE ONE, CONDOMINIUM UNITS WI W COASTAL CONSTRUCTION a a SETBACK LINE A A aIa GATE VX., N.89°45'10"E. 73.00' N.8945 10 _ E. 145.45 PROPER N.89045 LINE ®/®® A/C PAD f40 (E) 6' HT. FENCE I �� ® ® ® TEP 20-0 N (E 6' HT. FENCE I \ 5ETBAGK PROPOSED FJRST DN. ' ON EXISTING \ W W I a I & SECOND FLOOR C POOL DECK I \ 0 ADDITION EXISTING :I 4 I a \ w 1 STORY GARAGE . ZI W ° I x o� � \ ow'• �w I as IN Ca \ 0 POOL co FLo)!7 v � � I PROPOSED SPA � \ EXISTING DN. WOOD POOL CONC. PAD _ I ' ` , DECK EXISTING ® DN. ® 1 \ Cov. 2 STORY RESIDENCE 6' HT. FENCE EXISTING PORCH LANDSCAPE ( I PROPOSED COVERED FRONT DOOR STOOP I o ® DN. I AND STAIRS9 I \ I I I � CONC. DRIVEWAY I I ' \ I I I STING DCONC P0ECK \ I I I I I 1 \ EXISTING PUTTING GREEN ( `. EXI EXI1.17ING I PROPOSED E 6' HT. FENCE (E) GATE MASONRY WALL CONC. p CAPE (FIAG ' MGH) — (E I POLE (E) 6' HT. FENCE I � ' LINE N.89045'10"E. 100.00' I I44._6.. I I � � � I I W I K*'i�& ITE FLAN I SCALE: 1" = 10'-0" -5' O' 5' 10' 20' SITE il SURVEY NOT�5 JAXGIS PROPERTY INFORMATION 1. INFORMATION ON THIS SITE PLAN HLER FRANK JONES 4 ASSOCIATE RE# NAME ADDRESS ACRES BOOK-PAG19409 MAP LEGAL DISCRIPTIONS FLOOD LAND ZONING JEDC EVAC CPAC AICUZ LOT COVERAGE MIN. YARD REQUIREMENTS MAX'! HEIGHT LAND SURVEYORS AND LA ND LB 6465 PANEL ZONE USE ZONE ZONE OF TRUCTURES 5111 OLD KING5 ROAD SOUTH 1169515 0000 PELHAM VIRGIL G 2127 BEACH AVE 10.85 AC 093031405 09-25-29E 642 IAOVE N/A I N/A NOT IN CAT 1 N/A N/A FRONT SIDE REAR BUILDING I, SUITE A0' JACKSONVILLE, FLORIDA 3 ATLANTIC BEACH, FL. PT GOVT LOT 1 ENTERPRISE PLANNING ALLOWED: 30% 25' 1 10' ALLO D: TELEPHONE: (404) 448-5424 32233 RECD ZONE DIST. SURVEY DATE: NOV. 2, 2001 0/R 9303-1405 BEING PARCEL A PROVIDED: 30% PROM ED: WORK ORDER NO: 01141 2. JAYCOX, REINEL 4 A55OGIATE5 ARE INFORMATION IN THIS DRAWING. THE DISCREPANCIES TO THE ARCHITECT DO NOT NOTIFY ARCHITE PRIOR TO CON PROP05ED 5PA s HEATER LOCATION I COVERED ARBOR ABOVE oil I I I I I I ,0..X T0• O oi L-- _ - I ��OVE BACK 1 1 bxb P05T5 ti3 I I PROP05ED POOL STEPS i EXISTING GUARD RAIL Y I 1 I I I 1 N I I j I I i EL. 25.:33' �I EL. 24.g1' I I I ii I I i � Ca I (�`V O "r- I I' � I� � i X i EL. 24.81' ,0„X 7,0, .� I I POOL � I lug 4 b I I II GENERAL POOL NOTE: PROPOSED 5PA ADDITION AND O� POOL RENOVATION 5HALL BE i EXISTING f I ENGINEERED AND PERMITTED I y400p 1 I BY OTHER5. i DECK 1 I I I I I I I I ' 1 i (E) POOL DRAIN ' I i I i L,-----------------------------------------------J t 1 1 1 EXISTING CON,. DECK K"�, FOOL AND SPA PLAN �-250ALE: 1/4"=1'-0" SGOPE OF f THE EXTENT OF DEMOL NOT LIMITED TO THE F A. REMOVE ALL EXI TRIM, HATERTABI B. REMOVE ALL WI REMOVE FIREPLACE FLUE AND STRUCTURE ? ® o G. REMOVE EXI5TIN DRIP EDGE FLA GREEN HOUSE I 4 BAY WINDOW U II =_ _ = 1I ` / I 2 D. REMOVE EAST RE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — _� � E. SELEGTIVEDEM 00 � 10 Eo PLUME JGEIGFINI5HE5 t T GUTTING-IN-WALL CLOSET O - II I- - - - - - - I-- - I- �I C = - - - -11 L�( 1�JI - - - - ® - - - - - '- '- ® ® I WORK. IF IIIA BATH I I 18 Ila I I I I t8 11 I ❑ I I 18 III I L — — — — — t- t- — — J h I F. REFER TO THE A _— _ DEMOLITION INF I10 I i I I I I I i I I i I DEMOLITION YqOR II I i 108 I I I I I I I III / I I II 1 1 I ��- - - - � - - �- -I I- - - - - - - � I- - - - - - - -III- �- - - - - � � 6AIRA�GE 1 F �Lt I l l I II I I I oCONC. SLAB I I I I+I= I I L I 6ENERAL Dfl 'FOR D ► � 105A uP � LH II I I � I I I I III � I I IE*H. FAN SYSTEM 10 a I. GENERAL CON I I I I I I I s I I r I TO DETERMINE DEFICIENCY OR I- - -F L - - - - - - � �FMIt1�ROOM� - - - - - - � — � - - - � DURINGSELEGTI ON. S'�?�IR HALL (� — — Iq I I I lob I _ — (� I 2. PROTECT EX15TI losLi2t i i ► I III / I I I ADJACENTRToPE 1 I III / I I I DIRECTED BY OIA _ _ _ ARCHITECT 4O Yq - - - - - _14- — -I I- — I 3. PROTECT WALL5, 4I DL L I 05W ff 7 1 / I I I I I s 3 I I I MAINTAIN INTERI SUPPORT TO PRE I — — — — — �I / I - - - II , Iii I I I I \ I I I COLLAPSE OF BU Ib 2 - - DEMOL15H OR RE Is L - - - - - - -a - - - - - - I- - - - - - - -� I- - - - I� I 4. REQUIRED BY NE 1 III / I I 10 a s. PROMPTLY PATG v 1� I III / I ADJACENT CONS PROMPTLY I I 2 I 4 IIII I I I 1+1 I I b. MATERIALSDISPC TO A I I IIIII - - - - - - � I- - - - - - - � r - - - - - - -1I r � - - - -1 r- - - - — � TRANSPORT DEM ANDTHEM IN ACCORD ( 5. DINING ROOM I I I IIP - I I I I I 7. SEE ARCHITECTUF REMOVE GONG. DRIVEWAY AND I I 1 1rn 1 I III I �I / -TI L 51ZE5 OF PROP WALKWAY AS REQUIRED. ( I ( I I I I II 1 II ® 101 a 1 8. SALVAGED MATE I I I IIII 3 I I \/ I I I I d PROTECTED F I u — — — DETERIORATED tv j- HALL TYPE5 8 I - - - - /i I ---------- - - - - �4 �, )T��s, I ----------- IIIII ;moi= IIII I 4 / : ?l� 11' 7Z == - = IIIII I I I 11 11 Il 11 // /l 11 11 // 0 11 11 /l � 11 11 11 I IOTA � I ❑--r Ir 11 I 11 Il 11 ------------------� 7 EXTERIOR ITEM 11 �l 11 11 II 11 I11 11 11 FRONT (SAL�R,r LIVING ROOM bPOPZH \ 106 IIIII I I STUGGO AND LA � II II II II II it II II II 112 �� 101 i IIIII I II II II II II II II II II IIII 4 0 STUCCO QUION5 I 3 ❑ WD FRAMED EXT II II II II II II MI II II Ib \ I IIIII I 11 II II 11 II 11 11 SII 11 11 J ❑4 WINDOW UNIT 8 I I 11 II 11 II 11 11 11 11 \\ � I 11 11 \\ 11 \\ I \\ % \\ I ❑5 DOOR FRAME d (IIII I F&I GONG FOUNDATI \\ A A 71bxb 4STONE TREADS IAI I I ❑8WROUGHT-IRONHALF-ROUND wD10 P05T AND All '4 IIII IF, ROLLING 5HUTTE IIIII - - - - - - - - - - - 12 PEDIMENT INCL Ur 2 13 BALCONY INCLUL _j OFFICE I I IGE 150LAO4RIUM IIII( I INTERIOR ITEMS I �1101IIII 4 t WD. FRAMED PA II IIIII POWDER I 1 I II ROOM s GUT-IN DOOR O 103 IIII 4 Ib DOOR FRAME # O ( 1 I-7 MA50NRY FIREP J 18 ❑ CABINETRY 8 MI 2 - - - - - - _ _ _ _ = _ — Iq KITCHEN APPLIA — I 4 4 4 4 4 ® HARDWOOD FL 21 TILE FLOORING I 22 CARPET 4 PAD - 23 STONE FINISH 24 CLOSET 5HELVIN 25 TOILET d PLUMBI 2 50ALE. 1/4, -IO6 LAVATORY d PL K*7�f= IRST FLOOR DEMOLITION PLAN � NORTH2'f BATHTUB � PL DI.I UM 28 5HOWER 4 PLUME 2a SHOWER BENCH I ® ELECTRICAL APF SGOPE OF DEMO THE EXTENT OF DEMOLITION AS NOT LIMITED TO THE FOLLOWING: A. REMOVE ALL EXTERIOR 5 TRIM, WATERTABLE MOULDI B. REMOVE ALL WINDOWS REMOVE FIREPLACE FLUE AND STRUCTURE ? G. REMOVE E FLASHICLAY TIL i i i i i 2 4 4 D. REMOVE EAST REAR COVE_4_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _4- _ _ _ _ _ _ _ _ _ _ - _ _ _ z _ _ _4_ - - - - 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - F _ _ _____ _ � E. SELECTIVE DEMOLITION OF _ - - 8 d FRAMES, PLUMBINGFIXTUR _ GEILING FIN15HE5, KITCHEN 4 I � - - - - + - - - - - - - - - GUTTING-IN-WALLS AND CEI woRK. VOID I I �}- - - - - - I 24 I I I I I- - - F TO THE ARCHITECTUR DDEMo ITION INFORMATION 14 In 255) I 14 I I 11 1 1 1 I I DEMOLITION WORK. LAUNDRY 11U BATH 02 I I CLOSET I I I I BEDROOM #2 IIII I�� 8 1 1 211 210R:$ 55TA-1 1 21 21 I I Irl 22 � 1 1 11 III GENERAL DEMOL_ ON. I I r- I I / I --� I I I I `_ 1 I (III 1--�❑4 I 1. GENERAL CONTRACTOR 5H III STORIA4E TO DETERMINE WHETHER RE I I I I L JI i I 18 I Ib 11 J DEFICIENCY OR UNPLANNED 213 i i ( rF 71 1 26 1 DURING 5ELECTIVE DEMOLIT UP I ( 18 L 2. PROTECT EXISTING 51TE IMPI F 1 I ` /I / IIII I I \ REMAIN. REMOVE, PRUNE II EI ADJACENT TO PERIMETER DIRECTED BY OWNER. REVI I6 i� Ib 4 � - - I DAL�N,i, I I I ARCHITECT d OWNER PRIOR � - - - - - - - - - - - -� J I L _I - I III 1 4 I J.I 14 - - - - - _ - - - 1 - - - - - - - - - I 214 1-H.—g 3. PROTECT WALLS, FLOORS, ��18 / _ ARE EXP I / __ � � 111 EXPOSED DUR NG SELF 1 I6 1 13 I II MAINTAIN INTERIOR AND E / ❑ I MASTER CLOSET IIIII ( SUPPORT TO PRESERVE 5T 24 23 I II COLLAPSE OF BUILDING TO 1 2 _ _1 14 22 I 1 J II L I) 4. DEMOLISH OR REMOVE EXI5 1I I LINEN L _ - - - - - _ _ - REQUIRED BY NEW CONS s - 1 112oeA /� - _ - - - - - J� I I \r/ I I II_ - _ - J 1 3 I s' PROMPTLY PATCH AND ADJACENT CONSTRUCTION P - - - - - - - - - - z _I e II v - _ _ _ Ib - - - - - - - - - I I 1 1n4 FI-61 T -1 4 I b. PROMPTLY DISPOSE OF DE t- 26 I L J 4 11) ( I- / 126 � ( - -_ - MATERIALS TO ACCUMULATE IIII r 1 111( I TRANSPORT DEMOLISHED M THEM IN AGGORDANGE WITH / 18 ( I \ 1 1 I I I-{�—❑8 AND LAWS. BEDROOM #3 V II 26� I I 21 I 1 II I I II 1. SEE ARCHITECTURAL DRAWI 212 I I MASTER BATH 11 I I I III 1 I rr -n SIZE5 OF PROPOSED NEW Ib �° 8 ❑ 1 1\ 8. 5ALVA6ED MATERIALS NOTI d PROTECTED FOR REUSE I Jr DETERIORATED MATERIALS Ib - - - - - - L5j 1 - 2 A I I � 1-----------rtl--�/ mac1 I 15 1 --- -� I'll ff- �---❑ HALL TYPES ILS � _u I L /I I -1 - - - - WALL5 TO IbfiTI I 11111 1 �obA 11 I I IIIII--F—� EXI5TING IA DN. STAIRHALL GLS 2s ) I I I IIIILE 1 � 201A i I I J F _ _ I i I i EXTERIOR ITEMS TO BE 12 I 14 I I I I I I I I IIIII I 8 ❑ STUGGO AND LATH 4 III I I I 1111 4 2❑ STUCCO QUOIN5 I I IIIII J 11 ❑3 WD FRAMED EXTERIOR HAL 1 1 14 I i MASTERR DROOM I 4❑ WINDOW UNIT 4 INTERIOR G 75DOOR FRAME 4INTERIOR - - - - - - - - -� 1 UTILI Hill I b GONG. FOUNDATION 2018 1 CL05E I I IIII I­-� ❑ STONE TREAD5 AND RISE Hill 1 I 11 ❑5 WROUGHT-IRON RAILING HALF-ROUND WD. FRAMED I ---------------------- I q❑ 8 \ VESTIBULE I I r -- I 10 1 P05T AND STUCCO SUR ROLLING 5HUTTER5 4 TRAG I -r Ib - z 12 PEDIMENT INCLUDING FRAMI 17 II I 26 O 1_J 13 BALCONY INCLUDING FRAMI BEDROOM 4 I ( le 1 \ BEDROOM 05 -1 e I I ® III Ir ❑ INTERIOR ITEMS TO BE BATH #54 2O� I I 1111) 1 14 WD. FRAMED PARTITION KA 0 4 III 1 2s 11 -5 GUT-IN DOOR OPENING II III Ib Is I I `\❑ I I 111 I b DOOR FRAME � A I 1 4 ❑ G 5 NG I - - - -- FI-7]I ❑ Is 1111 IMASONRY FIREPLACE INCL 14 I-� I 1 F27 � I 1 J IJ I I I I L - _ - _ -i I 18 GABINETRY 4 MILLWORK 2 - - - _ - - - - - - - - - - - - - - - - - - --- 2 Mfl19 KITCHEN APPLIANCES ® HARDWOOD FLOORING 21 TILE FLOORING INCLUDING II 22 CARPET d PAD 23 STONE FINISH AND PLYWOO 24 CLOSET SHELVING 2s TOILET 4 PLUMBING FLOOR i )E M O iT O N FLAN 6 LAVATORY 4 PLUMBIG N O T H 27 BATHTUB � PLUMBING �.2 50ALE: I/4"=1'-O" SHOWER d PLUMBING 2Q SHOWER BENCH INCLUDING ® LAUNDRY APPLIANCE d E i CLAY POT TO REMAIN REMOVE FIREPLACE FLUE AND STRUCTURE COPPER ROOF TO REMAIN 1:2 12 12 14 I F-11—1-11 swooto Mom Fitt CL&. t — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — — 2 Ffr-- F IF 1 1 F I 11ILJII I L ill 4 I� �] J I 1 11 I � TI TI I TO IF T J� REMAIN 11. IN SEC.C*V MOOR FIN. 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GL. ��VVR 213 214 UP � 50UND - I ATTENUATIO 28"x 6'8" 2'8"x 6'8" #5 r---- BATTS I CIL 221 I > � _ 2068 eLL_. _ II1;11 ,III T C4Q I i 208A m x 36" HT. x i BUILT-INN I ( HANDRAILING N O 1 O o 1 v _1 218 V I I r co 7'-O' I 4 ED 11 90 2Iq 2 'I VESTIBULE I o O2066 2q-0 12-01 ' - MASTERFWe I as CLOSET — REFRIG BE0 #5 � ... � 36" LOW L � i HIS N SHAMPOO _ ELECTRONIC 222 NICHE 210 POWER CHARGI 0 I i STATION HAND51-10YER L28- 6'8" 2 s a O Z I i _Q HANDSHOWER CONTROLS In In------- l 1 i , 1 30'x 8"0a. II 0 Il'-II%4 Y-53/4" F — — — — — — — -- — — ON. STAIR HALL GL05ET CAST STONE WDW 11 201 201A _, MOTORIZE \ J 5URROUND - `JJ ----- ----- - BLINDS ILT-IN BOOK G � 4 ADooR A EXISTING CENTERLINE — — — �44J AT FRONT DOOR SEE ROOF PLAN I 4" 5'_g" I'- ry NON-LOAD 5HT. A2.3 FOR P, EEVRO om WROUGHT I RO INFO. � 205 BALCONY i ALIGN WALLS ALIG WALLS W/ 36" /LC HT. W/ FIST G I'-6' HANDRAILS — — — > OEWRZATI�—/ UTILITY 1' 't FABRIC 2p 2018 PANEL O � I r BUILT-IN STOR. 'G. 4'0"x 6'f3M C.O. L— — 2'8"x68"' 6 DOOR 4044.-- ON. NEW SOFFIT 1 BD.� GA . LAUNDRY � VESTIBULE W � � 202 201G �� 1 - 7 - - 7 r- BUILT - IN CLO5 O -- I DRYER (WA R TILE A _ UTILI �L---- ��--� --� ICHE w ------ , C4 BEDROOM 05 NON-LOAD BEARING WROUGHT IRON BALCONY W/ 36" HT. HANDRAILS, `O 204 EPDXY FINISHED, TYP. z (N) :r e+ T 203 ATH #4 �6 ao (rU N P _ "4 1 II 1 ■�-I� �3 4 5-10 2'6°x 6'8" 20 26"x 68" 201 q2'-0" PALL TYPE5 SECOND FLOOR PLAN EXI5TIN X2.2 SGALE: 1/4"=I'-O" NOTH NEW 00 2x2 P.T. WD. BLOGK'G GONG ROOF GONG ROOF TILE TILE OVER RIDGE GAP I? SELF—ADHESIVE MATCH EXISTING EAVE, SOFFIT, GROWN MEMBRANE 4 CORNICE TRIM, TYP. — PAINT MORTAR BED 5GOPE 5.5. SCREW (E,) MTL. ROOF DORMER '4 5TANDIN66 SEAM COPPER ROOF SYSTEM TO REMAIN LINE OF WALL BELOW, TYR THE EXTENT 5.5. 50REW LINE OF WALL BELOW CONSTRUCT FOLLOWING. EXISTING MORTAR BED — I. REMOVE PRE—ENGINEEREDI Q Q D.S. 2. 5ELECTI ROOF TRUSS 10:12 I FLASHIN SYSTEM ,54:12 3 :1 ��Q INSTE CM RED I RIDGE (E) 5/8" EXT. 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ROOF FA5TENE �r D DORMER TO REMAIN VIEW' ��Q II 10:12 6. GOORDIROV= i�ETA I LK`4GONG . T I � Ail IA TA( �. I r _ _ o y AND INS 33 A2SCALE. 1 1/2 -1 O I i I LOGATI (E) MTL. ROOF I �- ( 4 SYSTEM DORMER TO REMAIN RED METAL CLEAT I UNDERL A. CONT. METAL FLA5HIN6v I x:12 — — — 5HEE DoRt SINGLE-PLY MEMBRANE ROOF I 'r\e X40 NST (E) MTL. CHIMNEY FLASH G SYSTEM AND CLAY POT TO REMAIN RE CONT. METAL FLASH'G METAL ROOF PANEL OVER B. PRO WATERPROOF MEMBRANE I I OVER 3/4" EXT. PLYWD. SHEATH' MATCH EXISTING EAVE, SOFFIT, GROWN CONT. METAL FLASHING AGG CORNICE AS RIM, TYP. - WD PAINT. P.T. M. O — HEADWALL TRAN51TION FLASHING TILE RO BY MTL. PANEL MFR. Z CLOSURE MATCH EXISTING EAVE, LINE OF WALL BELOW, TYP. ROOF I. MAADDE T SOFFIT, GROWN I i METAL ROOF PANEL SJ CORNICE TRIM, TYP. — WATERPROOF MEMBRANE PAIN 2. SPEGIFI BE DE 3/4" EXT. PLYWD. (t� THE FINI WIDE A ROOF SHEATH'S OO PLAN N O R T H 3 A2.3 SCALE: I/8"=I'-O" ASO �br=A\/E OETA I Lr-F�EAVE i7�TA I L CENTER - 11 1 " u— i u 4. TILE RO A2.3 SCALE: 1 1/2 = A2.3 SCALE: 1 1/2'*'-0"I -O MANUF WITH AL 5. GUT HIP ANGLE CAST STONE BALCONY BULLN051N6 i GONT. COPPER PAN FLASHING O/ SELF ADHERED WATERPROOFING I META MEMS. I. METAL 51NGLE-PLY MEMS. FLASHING LAP DOULBL UNDER PAN FLASHING 1/2" COX PLYWD. 5HT'G. FIREST 2. ROOF P 3/4" GDX PLYWD. SHT'G. 1/2" P.T. NAILER 0/ 5/4" P.T. GOVT. COPPER DRIP EDGE F„tARRA 51NGLE-PLY ROOF SYSTEM WOOD NAILER FLASHING 20YEA 3. ROOF P COPPER APPROv GUTTER ci 4. CONTRA CONT. SOLID PT WOOD CANT COMPO STRIP 1x4 T46 � it HRITTEN V-GROOVE CEDAR DECK, 5TAINE 2x8 NO. JOI5V 41in ST 2-2x12 CEDAR BEAM 1 5145LE 2x4 CEDAR FASCIA I. SINGLE BOARD TO JM JOHNS 103/' 2. MEMBRA 3. MEMBW ACCORJ THAT WI FLY ROOF 1;�ETA I L q METAL R00 = r=A\lr= =�r=TA I L 4. THE ROC SPECIAL "=1'-O" 2.3 SCALE: 1 1/2"=1'-0" CONTRA MANUFA LA EPDM EL 4 TICK F 5HI1"16 0/ CAST STONE VENEER �1 WOOD GAT 5TRI FU -Y-ADH RED (EDPM) SINGLE PL ROOF SYSTEM m 2x P. . WD. HAILERS 2x RAFTERS (SEE 5TRUCT. DWG'S) 5T7 7ME (SEE 5TRUGT. DWG'S) NOTE: SEE FRONT PORCH SECTIONS AND CAST STONE DETAILS FOR ADDITIONAL INFO. EAVE OETA I L 11 S I NILE SLY ROOT- i:)r=TA I L A4J CLAY POT TO REMAIN RE-ROOF W/ CONCRETE TILES i IRF STUCCO SYSTEM - 12 f0 f"AIN � III 12 1 II I 12 17 - D 0 ` I PAINT EAVE SOFFIT GROWN J I j I d CORNICE TRI M, TYP r 5EGONu FLOOR FIN. GLS. 12 12 SINGLE HUNG ALUMINUM 10 10 GLAD WINDOW SYSTEM 12 4� t T J � _ , I l .-I D 2 WROUGHT IRON RAILING RE-ROOF W/ CONCRETE MtL' # D 0 TO ,dtN D 7 D 9 D 9 D 7 I TILES _ I I � II X11 I � IIISI _ 1 ' I � I 1_ - SEGONDFLOORFIN. ry 1 I y _ - - - - - - - - - - - - LM tK iv­6 5/40 FIRST FLOOR FIN. GLS. - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — - - - - - - -- - - - - - - - - AS. 01 I0-02 D 0 ENTABLATURE CAST NE 1 " DIA. GOL STUCCO SYSTEM O/ L�USTOM I EXISTING WOOD FRAMED ROI4T D WALLS \ I — — — — — — — — — — — — I \ I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — —I- - I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — D 7 D 9 D 9 D 7 CAST STONE SILL eK FIRST FLOOR FIN. — O'-0' FINISH GRADE D 0 D 0 STUCCO SYSTEM O/ BEYOND ( CMU BLOCK - - - - - - - - - - - - - - - - I —F4NISH-61RA9E- - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — - - - - - - - - I - - - - - - - FIN15Ff GRADE 5 SYSTEM O/ — — — — — - - - - - - -- - - - - - - - - -I— - - - - - - - - - - I - - - - - - - - - - -I GMUBL�GK - - - - - - - - - -�— I- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - -L - - - - - - - -J- - - - - - - - - - - J r-R0NT EL.EVAT I ON - AEST A5.1 SCALE: CLAY POT TO REMAIN A4J Ir4J RE-ROOF W/ RETE TILES SINGLE-PLY . ROOF I PRE-FIN. EDC IF A5HING PRE FI E L ' I i L 1_ i PVC-GROWN, P INT. 1 STUCCO SYSTEM I 12 1-7 To AIN STANDING SEA COPPER 12 ROOF -71I II _I Ir Ili . r D 51 � I ..__ SECOND FLOOR FIN. G1.5. SINGLE HUNG I I I PERMA CAST COLUMN BY FIXED GLAD FIXED UM GLAD HBdG ALUMINUM GLAD WINDOW SYSTEM WD UNIT I WD UNIT I WROUGHT IRON RAILING I I I I DP41 37 I D 3 I DP ( CONT. FLASHING CONTROL JOINT I I SINGLE-PLY MEMS. ROOF SY5TEM eK SEGO-1V FLOOR FIN. — COVERED WD. ARBOR W 111-6 FIRST FLOOR FIN. GLS. - — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - I I IPI PI IPI TOP OF POST STUC.GO SYSTEM ALIGN W/ TRAN50M O/ EXISTING WOOD WINDOWS. FRAMED WALLS I WOOD P05T I I IIII SWI I I u l l SWI REIT FIXED M. GLAD IIII H - - - - - - WDW. ITS DOWNSPOUT (53 - — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — 6xbG RP05T I - - DP40 it DP 0 I I IIII CAST STONE iii u BULLN05E FIRST FLOOR FIN. - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - �,-0■ - - - - - - - - - _ — --- — FINISH GRADE CONT. CA5T STONE DOOR FIN15H GRADE 3 d WINDOW SILL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — # — — — — — — — —I— 1 III L — — — — — — — — — — — — -L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� Ef_ STUCCO SY5TEM O/ GNN BLOCK 2 BACK ELEVATION - EAST A3.1 SCALE: 1/4"=1'-O" - I DO NOTIF PRIG —CLAY POT TO REMAIN SINGLE-PLY MEMB. ROOF 12 GONG. TILE SYSTEM ROOF SYSTEM 7� I 1-7 CONT. FLASH G DRIP EDGE BY _ MEMS. ROOF'MFR. i- r — COPPER MTL. ROOF TO REMAIN LI l � i l VIII � � IIL PVC GROWN PAINT ' < < 12 5TANDIN6 SEAM .._i - COPPER ROOF SYSTEM i I I I I I I I I '� I I I . _.-. I_ I I I � I I )NN I I I I I Lf T -1 . 11 , I ! Ii RE-ROOF W/ CONCRETE TILES I MATCH EXISTING SAVE, i 12 WN I SOFFIT, GROWN 51N6LE HUNG ALUMINUM 12 PVG PANELS W/PVG TRIM I d CORNICE TRIM, TYP. - CLAD WINDOW SY5TEM IO __ _ 10 FIXED SWI AND MOULDINGS TO I I PAINT F NGH MATCH WINDOW UNITS I D 51 r _ -'T - - T ' 1 II f I 11 I D STUCCO 5Y5TEM l L 1 I I - - STUCCO CONTROL JOINT, TYP. AI I I PATCH d REPAIR AS REQUIRED W/ • ' . I EXT. GD. PLYWD. SFiTH'G I D 8 I / \ STUCCO SYSTEM #I D 6 I DP39 / - - - - - - - - - - - - - - - - - --- - - - - - - i - - - - - - - - - - - - - - - - - - - - - - -D90R- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HOSE \ BIBS I \ I Sl'UGGO SYSTEM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GRADE DOWN DRAFT EXHAUST FAN OPENING 1- - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -J- - - - -� - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ADDITION EXISTn� I ELEVATION - NORTH �- - - - - - -� - - - - - - A3.2 - - -, A3.2 SCALE: 1/4' I'—O" — — — CLAY POT TO REMAIN GONG. TILE ROOF SYSTEM 12 12 COPPER MTL. ROOF TO REMAIN -71 r STUCCO SYSTEM I -T- � I _ 12 10 COPPER MTL. STUCCO 5Y5TE°M r -T T _ I I J 1 PAINT EAVE, i 1 r T i SOFFIT, GROWN d CORNICE TRIM, TYP. I I Z GONG. TILE ROOF SYSTEM -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - Ia 'Iljr;- i I � 1 12 STUCCO SYSTEM . ; 10 DONT. FLASHING CONT. FLASHING 10 f SINGLE HUNG ALUMINUM GLAD WINDOW SYSTEM MT I y jrrpRRf'`MNF L _ I L.- 1 �1 . .. II RAI , r � � � � 5TUGG0 SYSTEM I II CONT. sTUGGo CONTROL JT. D 0 D 0 DP 0 STUCCO SYSTEM CAST STONE COLUMNS D LO D 2 D 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - (F) GA0AGE\DOOR (E) GAkAGE\DOOR CAST STONE BULLNOSE LK . I I WROUGHT I - - - - - - - - - - - - - - - - - - - - - IRON STUCCO SYSTEM 0/ - - - - - - - - - - - - - - - - - - - - � RAILING I CMU BLOCK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - I- - - - - - - — — — — — — — — — — — — — — — — — — r - - - - - - - - - - - - - - - L - - -1- - - - - - - - - - - - - - - - - - - - - -� - - - - -� - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2 511:;`E EL.E\/AT 1 ON - SOUTH /�3.2 50ALE: 1/4"=1'-0" 2 12 1/4 ATTIC OPEN-CELL SPRAY-ON EX15T6 V400D INSULATION R-50 ROOF TRUSSES - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- _:- - - - - - - - - - - --- - T_ — — — — — — — — — — — — — — — — — MASTER BATHROOM OUTDOOR COVERED DECK SOUND ATTENUATION EIATT5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPRAY-ON i ,1 f EX15T'C7 FLOOR INSULATION R-IQ TRUSSE5 FAMILY ROOM REAR A—RZ—OP, I KITCHEN FAMILY ROOM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - -- — occo - ADDITION �3UILI7ING SSG ION rE5UIL. INC Br=C10N � \�,,�4.1 50ALE: 1/4"=l'—o"�4.1 SCALE: 1/4"=V-0" GONG. ROOF TILES 12 12 (5EE ROOF PLAN) OPEN-CELL ,SPRAY-ON IN5UL. R-50 TYP. I 12 EXIST'6 WOOD ACTT G ROOF TRUSSES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - LAL 16 H/ (F) SQUARE-UPCEILINCE, EX15TIN6 TRAY CLO. YV 2x FRAMINC7AND EXISTING 6HB. PAINT TYP. STAR HAL EXISTING MASTER BEDROOM II I II II 6. EXISTING EXISTING FOYER LIVIN& ROOM II - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - 1_ 4 — — — — — — — — — -- - - - - - - - - - - - - - - - - - - - - - - i I L.0 rA***N5UlL=I lN6 5r=6710N ,44.1 SCALE: 1/411=11—oll V-13/4 1 I low I -------- ---- - -- ----- `� I EXI5TING ROOF FRAMING 12 i '1 STANDING SEAM OF -7�- ---- SYSTEM O/ SELF- RED A W - J \` ATERPROOF . REMOVE (E) EAVE, 3/4" EXT. PLYWD. ATH'G SOFFIT, GROWN, AND _ J TRIM AS REQ. ER I��T�I � --_�' _ _ 2x OLG JOIST =1 I-on -_ z - (SEE 5TRUGT. DWG) — � — (E) r ---� TOP PLATE TOP PLATE - - - - - - - - - - - - - - - - - I I - - - 5TANDING SEAM MTL. ROOF SYSTEM (SEE ROOF 4 Iy4' PLAN FOR INFORMATION) REMOVE �.I 5HEATH'G7AS REG. 5/8" 61615, PAINT ` — I I I 2 12 (Fa 2xb STUD WALL MASTER BATHROOM � I I I I I i �; - - - - - - - - - - - - - - - I (ICU 5.5" SOUND ATTENUATION I BATT INSULATION I i 12" DIA. PERMACAST \ - - - - - - - - - TP - - - i I i COLUMNS in1/2" (916115, PAINT 2 6 2 2 6 i ALUM. GLAD FIXED WINDOW 15 TP - - - - - - - - - - - -- - - - - UNI — — — — — — — — — — — — — — — - I I NOTE: PVG TRIM, I MOULDINGS, AND SOFFITS i I 2 SHALL MATCH EXISTING PROFILES INCLUDING >< SHOVER 6LA55 ENCL. SIZES, DIMENSIONS, AND SYSTEM (SEE INTERIOR y I 10 10 4 MATERIAL SHALL ALIGN DESIGN SPEC) i W/ EXISTING EAVE I I OVERHANG I 2.2 I I I i /i6J I I I 4 j, All4 WRAP ALL PLYWD W/ 5ELF ADHERED WP MEMBRANE I I I I l LINE OF BALCONY BEYOND i l COLUMN BEYOND I I I 3/4" PLYWOOD SUB FLR. CONT. GA5T STONE SILL/ 111I SEE WINDOW DET 2x4 FURRING ® 16" O.G. I i K BULLNOSE I I I FOR ADDITIONAL INFO. I I I I E TA I L - -- - -- _ __ - -- - _ _ __ I SYSTEM LY MEMS. ROOF I/211=1'-Ou ; I �-�-- ---- ---� ---- -- =i __ __ __ _ --_ - ______ ---�.- _� - �� 12 EXISTING TE I - –––– – y4 TRUSSES �. / EXISTING Ib" DEEP FLOOR 2x1 FLR. JOISTS Ib" r-- ! I I BLK'G. AS REQUIRED TRUSSES r I 11 I Ll J (SEE 5*41 DYS16 S) I I n ' TOP PLATE I I - _� - - - - — — — — - - — — I I I II II I � III I III I 1 ♦ I 4x4 P05T BEYOND II i I Ixb ' - GROOVED CEDAR VE6K Lm&-GEDAK I2xb_CEVAR- 7 BEAM NOTCH AS REQ. BEAM l Ill 2 NON-5TRUCT. 4x6 CEDAR I I RAFTERS ROOF l Ilii STRUCTURAL BEAM (SEE BEAM I I ii 5TRUC. DWG) I I II III! II – I I I II IIII II 1 5PRAY-ON INSULATION I I 11 II III REMOVE (E) STUD WALL AND WINDOW REMOVE (E) MASONRY WALL, INGLUDIN6 I I STR JCTURAL TUBE (SEE IIII UNITS. (SEE DEMOL15ION PLANS FOR BEAM, COLUMNS AND BALCONY TERRACE I 36" HT. METAL IIIIi it 5 T. DWG5) I I HANDRAILING IIII ADDITIONAL INFORMATION) I I II Il!I I I I I I I II I lIi I I I I I II Illi I I I , it II{I I II I I II I I I I I i it iiia I II I FAMILY ROOM l I i i I _ALU114. GLAD FRENCH DOOR UNI W/ TRANSOM ABV. I 3/4" PVC TRIM BD, PAINT. I ii I I I I I i ;I�i" i - - - 1 i — — — — — — — — — — II I I - - - - - -CONT. SEALANT O/ - - - - - - - - s - - - - - - — BACKER ROD i I II l I I I I I WATERPROOF MEMB i 11 FLA5H'6 PAN O/ 1/2" I PLYWOOD IIII i I I i I CAST STONE BULLNOSE III I — — — — — — — — — — — — i I O/ GROUT BED III I I I I I I I I l i Ill' I '.1 I I Ill I I I � II Ill' I I I 2 2 51NGLE PLY ROOF MEMS, i II i i i CA51NG d SILL (SEE ROOF PLAN FOR I l III` FINISH FLOOR (SEE INTERIOR DESIGN SPEC) i i i (SEE YDW INFO) DETAIL) ll III' I I I 44" v GLUD-DN. 3/4" PLYWOOD SUBFLOOR O/ VAPOR BARRIER 44Ill I I' EXISTIN I G GONG. SLAB SND WALL VAPOR BARRIER i TO REMAIN 2 II iIIi I — (E) GONG. SLAB I 111 REMOVE (E) SLATE FLR. FIN15H (NOT SHOWN) i CONT. CAST STONE SILL a ° 4 --- – ---------- ° -------–� - –°---- a d" a a ° m --- ---= ----a- – ---------- ––––––– . uI °t�–°–– I — — — — — — — — — — — — — EXISTING FND. SYSTEM I lov 01 EXISTING CONG SLAB TO REMAIN ElEXI TING GONG. SLAB I 1'� T IKO'2 J ALL SECT 1 Oil 1/2"=1'-O" �.I SCALE: 3/4"=i'-O" �.I SCALE: 3 12 12 STANDING SEAM MTL. 12 ROOF SYSTEM (SEE ROOF= 4 PLAN FOR INFORMATION) 12 EXISTING ROOF FRAMI OPEN-GPLL SPRAY-ON ATTIC \\ STANDING SPAM METAL ROOF SYSTEM O/ W INSULATION \\\ `•\\\ SELF-ADHERED ATERPROOF MEMS. REMOVE (E) SAVE, 3/4" EXT PLYND. SHEATH'G — — — — — — — — — — — — — — 1, - - - _ SOFFIT, GROWN, A \ \\\ - - TRIM AS REQ. SPRAY-ON TI' \ ' - -- �- _ 2x CL6 J015T ATTIC IN5UL - - -(SEE STRUCT. DWG,) t \� 2 6 --- 2x CL6 J5T. (SEE STRUGT. DN6'S) 12 b 4 TP — — .— _ (E) TOP PLA I (EJ TOP PLATE I I 5/8 GNB GLC. NOTE: PVC, TRIM, ALIGN TOP OF COLUMN W/ (E) FASCIA BOARD ;tc MOULDINGS, AND SOFFITS ' 2 SHALL MATCH EXISTING 1/2" PVC BEADBOARD I PVC GROWN MOULDING 4 1 14 PROFILES INGLUDINGCEILING , PAINT I 5IZE5, DIMENSIONS, AND MATERIAL SHALL ALIGN N/ EXISTING EAVE Ix8 PVG ' ' OVERHANG MASTER BATHROOM I I— I I 1/2" GDX PLYND SHT'6. 34. A NRAP ALL PLYND N/ SELF ADHERED NP I I STUCCO SYSTEM O/ GEMENT I I 12" DIA. TAPPERED PPRMACAST COLUMN, WITH MEMBRANE BOARD i ROUND "TUSCAN" BASE AND CAPITALS, PAINT FIN. I I I I I I I 4x4 PT POST EXISTING (U PLYWOOD SHEATHING TO REMAIN I I I I I 12" DIA PERMAGAST COLUMN EXI5TINI5 (E) 2x6 STUD I I I I I I I I I I I I I I I I I I I I I I ' I I I I ' 36" MIN. HIGH ' 36" HIGH INDRAILIN6 SYSTEM HANDRAILIN6 I I I I I I I I I I I I I I I STONE PECK 01TH14-SET M T I I I I I" DEEP FLOOR R I I I TRUi LI T JOR AR I i CAST STO4E BALCONY BULLN05E ,0 ST SH TEM O (E) i I 5L �Et I r I-----1/8 AllI `6 2x STUD LL I I I - -_- __ - -_ = = CONT. CONDUIT r I 2x12 R. JOISTS ®; 10" O.G. I I � II II II Il II II I I j u u u u I I 4" — — — — — — — — — — — — — — — — — — — AX. ONINE =ALA O/ BACKER Ixb T46 WD. CEILING - - - --- I (SEE INT. DESIGN SPEC) I I WATERPROOF MEMB. i ,� _.NZ3N STRtTGT-T�,x-S GEORR _..- -_ -_- .....___. ._-.- -. �---. ------ - ------�j I NAT PROO ___5i DEGIS FIN. / I I BEAM NOTCH A5 REQ. I I L- FOR ADDITIONAL INFO) BANE AP UP THIN T 6 T i - D 5 GO F11.1 ` �--� i i I� / 4x8 CEDAR RAFTERS STRUCTURAL BEAM (SEE I GAST STONE BALCONY i' iii 51 DWG) WI I ATERPROOF SE I BULLNOSE II EQ. TO 5GHLU R-DITRA O/ THIN-5i OUT I NG I I m. ROOFING SYSTEM, LA UP I AND BEHIND FLA l I I 12 j PLYND. ELUDED B i i —� �/4 REMOVE EXT WALL INGLUDING WINDOW AND DOOR UNITS NAILED TO FLOOR JOISTSi ii iii (SEE DEMOLISTION DW-7S. FOR ADDITIONAL INFORMATION) I � II III 'I I ' FAMILY ROOM GOVERED BAGK ARE I I II i I II II:. I II i I 1 I I - - - - - -- - I II - - - - - - - - — _ — _ — — — — — — — — — — — — — — — — — — — — — — — _ ::LR. J5T. L 5/8" GYP. BD. GLG. O/ Ix4 FURRING w II II r I I 11 ( I II II I I COVERED ARBOR ROOF I (SEE STURGT. (SEE ROOF DN6'5) i.) II 1i ' I I I II II I I I Ii I I I jI II' I I -IT 8x12 CEDAR ALUM. GLAD WINDOW UNIT, TO ACCEPT (SEE NDW. DN6S) JURAL BEAM II II I I )F EXIST'6 EXT. (SEE DEMO DW65) I ALUM. GLAD FIXED WINDOW UNITS 2x6 57UD ® 16" OG PV i (SEE WDW DET. FOR ADDITIONAL INFO) 55" BATT INSUL. R-13 STONE 00 THIN-SET --(E) Cow. SLAB I GONG. SLAB RAISED FLUSH W/ EXIST'G. SLAB ' GONT. GAST STONE SILL 5LOPED M E TA I i... K`3-�-15ALC0NNr �E T A I L i t i ELEVATION I TOWARDS rA5 - - - - - - - - - - - - -- -- - - - - - .2 50ALE: 1 1/2' I'-O" - - - - - - - - - - a a o c d r d a s a Q.Q d a a a n a. a a' iia 7777_. 46 FND. SYSTEM EXISTING COW-, SLAB TO REMAIN EXISTING GONG. SLAB SPA AND POOL PLUMBING BY OTHER5 r_E3%%ii"lilllI,P0i' ALL SECT I ON p I 3 GA5T 5 NE WDW CAST STONE VENEER -a3 5URF7 II%4 NOTE: METALIZED WROUGHT IRON RAILING YV/ EPDXY PAINT FINISH OPTION: ALUM. RAILING YV/ EPDXY FIN. r I I WROUGHT IRON RAILING I CANT STRIP BEYOND 51NG E PLY MEMB. ROOF 1 I SYS M (SEE ROOF PLANLLLUU momm I I -------- ------ ----t-- ------- -- a' II I II n II -------------- -- I u I II I O It I ii ii I ii N Q I II II N II I II - - - - - - - - - - - - - — - - - — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - — -� - - - - ', z II u - - - - - - - - - - - - - - 1 II II QF- I I I I II I I u u I II u II u I ' II u I II II II II u 11 I u II I II a III u u 1 11 a II II it II I II I IIIc 2.2 I 11 u II u II II II II II II II II , II I II TOM MAH OIGANY WOOD D 12"DIA. CAST STONE GOLUMN YV/ n II TAPERED SHAFT, TU56AN CAPITAL II u II j Il l u Ii 1 iI AND ROUND TUSCAN BASE II u r < <N v II 11 I \ I ii I ii n II a II n \ I III CAST 5T0 DOOR 5TL. P05T (SEE 5TRUCT. \ II 11 SURROUND N nIu II II u u I I Iglu II II II WROUGHT IRON n ( II HANDRAILI 11 II , II II II u II WROUGHT IRON HANDRAILING II u / II u II II / II II u u I/ z III u II a II CAST STONE PLINTH 4" MX< OFV41NC- w ii ii BTl^W. iWnbALBAw5I ii I ii STONE FIN15H O/ SLOPED j u I u II II MORTAR BED u u II u = ii ii ' ii ii GONG. SLAB (SEE 5TRUCT. 1— 1— II II m ( I � II I II DYV(7'SJ N z nIu m II a 1/8:12 SLOPE — — — — — — — — — — — — — — — — — — — II I II CAST STONE RISER/ TRIM TO MATCH PORCH FACE a _ I CAST STONE B0LLN05E CARIES /\//\//�//\//\//\//\//\// / / 'TYP. a \\/i /\\/\ \\/\\/\\/\\/ CAST STONE RISER/ TRIM \/\\/\\/,�/\\/\\/\\/\\/\\/\ \\/\\ / / // TO MATCH PORCH FACE \\ c \\//\\//\\//\\//\\//\\//\\//\\// \ / \ \j\\\\\\\\\\\\\y \\\\\\\\\ \ a / / / /� \ /\\/i\\/i /i�/\\ \/i� \\/i\\/i\\/i\\/i\\/i\\/i\\/i \ , \ \ \ \ \ \ \ \ \ \ \ /I'>y \/i� \\I\\\\ MASONRYINISH STEM SYSTEM WALL °/ / / \\\\\\\\\\\\\\\\\\\\ \�\\\ \\\��\\\\\\\\\\\\ \\\\\\\\\ I \\\\\\\\\\\\\\\\\\\\\ ' ' /ii /i//i//i//i//i/ \\\\\\\\\\\\\\\\\\\\\ \ \\\ \\\ \\\\\\\\\\\\ \\\\\\\\\\\ - - - - - - - - \\\\\\\\\\\\\\\\\\\\\�\\ - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � \�i = - - - - - - - - - - - - ��7-\/��/�\��\�/\f/\// \//\//\//\//\//\//\// - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FIN. GD. — �/ '/ �'/ � - - - - - - i\\i\\i\\ i\\i\\i\\i\\i\\i\\i\\i\\i, FINISHED GRADE \`�\\ \� — — — — — — — FINISH GRADE BEYOND \/ \/ \/ FOUNDATION STEM WALL i \\ STAEMNWAYLL°RANGD CONC. RETE AND FOOTING BEYOND I i---- J-----1-----, - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - FOOTING. (SEE 5TRUGT. H SECTION-ELEVATION 4 SECT ,45.3 50AL.E: A5.3 50A1..E: 5/4"=I'—O" ti 4 4 - - - - - - - - - - - - - EXI5T'6. EAVE TRIM, BEYOND A Ix PVG TRIM BD., PAINT 4 4 MATCH EX15T'6. EAVE TRIM 4 2 .o 4 i 5TL. GH NNEL/FRAME WEEP HOLES ® 24" Or, i (SEE 5 T. DW6'S) c z- GA5T 5TONE ARCHED v i. i Q DOOR SURROUND o) N < O CONT. SEALANT O/ 8 BACKER ROD T_W m ® 3.1 CORN I GF. I7F.TA I L A5.4 SCALE: 3/4' I'-O" G T ST E WIND W SILL NEW INDOW UNIT PPER N FLA IN6 2 \_i5ELF-ADHERED WP FLA5H'6. TAPE O/ W. F I N P HOL 5 ® 24' OG b I I I I I I WROUGHT IRON HANDRAILING _ ' � i i 5E -ADHERED TERPROOF WE HOLE 24" i ME B. O/ PLYM). 5HT'6. GO PT D GA 5TRI ST . CHANNEL/F ME P-C2' *2 4. SIN E PLY MB. OF S TEM (5E 5TRUCT. D '5) 4■ (5E ROOF AN) PER-FIN. ALUM DRIP EDGE FLA5HIN6 4 I 6 2x PT WD. BLK' . I 1/8":12" 5 O. PP 2 4 2-2>4 PT WD. B K'6. HT. ARIES I ----------- T5 4x4 BEAM TS 4x4 BEAM 1 (5EE 5TRUGT. DW6'5) (5EE 5TRUGT. D i 2 ------------ - ----- -- ------------- - --------- --- --------- -- �I- +I I II II I I � 2x ROOF FRAMIN 11 I I I CONT. 5TL. ANGLE (5EE STRUCT. D GA5T STONE GOP I I I ii 6" ii li GAST STONE GROWN I / II II II II I I I O MOULDING I I I I i i EXIS IN6 STUD WALL N II II II II I I I ' H I- II II II II I I / -� �■ � ■ II II II I I I II Q II _� I I I • V CAST STONE FRIEZE II d -I x& T 4 6 CEDAR CL6. ►I� I _.. 6 ■ Q I � 11 II � 4 W4 --2x OGKIN6 5 REQUIRED II II q v74 GA5T STONE ARCHITRAVE - I I SELF-ADHERED WATERPROOF MEMIV. I I / WRAP O/ 1/2 GDX PLYWD. 5HT 6. 5TL. GHANNEL/F AME l CAST STONE GROWN i I i (SE 5TRUGT. D 'S.) i-- - II II II II � 2 I - zl[d I I'�,■ I I I I GAST STONE TU5GAN CAPITAL /Z I i I T5 4x4 5T I I (SEES GT. DW6'5J I I I II II I in GAST ST NE COLUMN GAST STONE COLUMN i I CAST 5T NE ARGHED I TUBE STEEL POST DOOR 5U ROUND CEDAR ARCHED BRICK 11 MOULDING - u - (SEE 5TRUGT. DW6'S.) I I I I ONT. SEALANT O/ B CKEi RbD I I I I I I I I IIS' I 2'-141Z. r2.2 i�ART I AL NALL 17ETA I LK2.1 i�ART I AL MALL I7ETA I L X5.4 SCALE: 1 1/2"=1'-O" X5.4 50A~,LE: 1 1/2"=1'-O" Ln CAST STONE COLUMN TYP. STUCCO FIN. WALL 5Y5 E1LIi ' � - 6' TYP. SEALANT JOINT 13/4 I-4 O/ BACKER ROD I 8' 8' ze EDGE OF BULLNOSE % FACE OF 5TU660, BELOW �o k GAST STONE COLUMN FACE OF MA50NRY FND I c� '}; b. WALL BELOW 2x H IZ. OGKIN6 N A5 Q IRE 4 R -------------------- ---- - GA5T STONE COL. BA5E - -------------- -------- --- --------------- b, I i - GA5T STONE GAST STONE i i i PIER GAP 0/4 1 PIER GAP001 I I I I I I I I I I I I I I I I I I I TS 4x4 POST I (5EE 5TRUGT. DW6'S I I I TS 4x4 POST GAST STONE I I PIER GAP ------ (5EE 5TRUGT. DW6'SJ m - at J TS 4x4 P05T L------ L--- -- -----J I I � (5EE 5TRUGT. DW6'5) S L G ANNEL/FRAME I I ( EE GT. DW6'5) I I I STONE FIN15H O/ SLOPED I I EDGE OFtLLN05EGAST STONE COL. MORTAR BED GONG. SLABFACE OF GGO, BELOW I I I I sr• I I i--FACE OF Fl�1D WALL BELOW GAST STONE ARCHED II II DOOR SURROUND I I I I I I CONT. SEALANT O/ BACKER Rc D STEEL BASE PLATE W/ I ANCHOR BOLTS (5EE 5TRUGT. DW6'S) Q i I CEDAR ARCHED BRICK I FRONT DOOR MOULDIN6 I I 1.1 1�L i�G I� PLAN rLA RONT BASE I7ETA I L 1.2 COLUMN PLAN X5.4 SGA�LE: 3/8"=I ".4 SCALE: 1 1/2"=1'-O" A5.4 SCALE: 1 1/211=11-011 N 1 NOON TYPES ALUM. 11�l I7 O S G BRIGKMOULD 12'-III(6' BY WDW MFR. O 0 ROOM WINDOW HEADER WINDOW FRAME MARK TYPE NAME N0. STYLE HT AFF WIDTH HEIGH F I R S T F L O O R 5EE NOTE 4 SEE NOTE 4 SEE NOTE 101 B OFFICE 102 51,11 3228 8'-6" 3'-2" 5'-5" 102 A PDWR RM 103 541 2020 7'-6" 2'-2" 4'-1" 103 L SUN RM 104 (3) DTI 3011/SHI 3034 q'-O" q'-5" W-0 1/2" 104 NOT USED ------ -------------------- ------- ------- ------- SHI 2020 105 NOT U5ED ------ --------------------- ------- ------- ------- 106 K SUN RM 104 ( DTI 3011/SHI 3034 q'-O" 61-31/21, 61-01/21, 107 NOT USED ------ ------------------- ------- ------- ------- 5014034 CAI 1421 5414034 FIXED 05MT. 108 1 LVIN6 RM 105 50E WDW TYPES. q'-O" 12'-11 1/16" 7'-10" c)q O O O O O O 10 NOT USED ------ ------------------ ------- ------- ------- 110 NOT USED III U FAMILY RM 105 4 PSI 1221/PSI 1205,(2)PSI 0905,TDI 0810 L, 8'-11 1/2" 23'-2" W-O 3/4" 10810 R 112 NOT USED ------ -------------------- ------- ------- ------- 113 R FAMILY RM 105 (2 SHI 3028 8'-6" V-13/4" 5'-41/4" 114 6 KITCHEN 108 Go 00512 L,CAI Ogl2,GAI 0512 R 7'-6" 1'-4" 31-11 1/21, IQ 3' 35�(y' 31gXy' 115 NOT USED ------ --------------------- ------- ------- ------- 116 A BATH 110 1 2020 7'-6" 2'-2" 4'-I" Ill G GARAGE III 12832 GARAGE FLR 2'-10" 6'-I" AI 421 TDI 4011 118 G GARAGE III 1 28321_8"ABV' FIXED 5 Ilq A STAIR HALL 109 5412020 6ARA6E"FLR 2'-2" 4'-1' T m \ / 120 1 DINING RM 10-1 13636 8'-6" 3'45" \ / CAI 1421 4 FIXED GSMT. 121 1 DINING RM 107 13636 8'-6" GAI 0512 L CAI 0912 1712R �" 122 1 OFFICE 102 13636 123 1 OFFICE 102 13636 30 I"D 5EG0ND FLOOR ALUM. "JILLION 201 M VEST. 2046 0114 0606 F 6'-10" 2'-0" 2'-0" COVE? 202 E BEDRM #5 204 (2) 5HI 3028 l'-8" 6-31/2" 5'-5" 5HI 4034 5111 4034 203 NOT USED ------ +--------------------- - ----- ------- ------- OO 0 O 0 204 F M5TR BEDRM 205 E HDW. TYPES T-8" 12'-1I I/I6" 6-4" 205 NOT U5ED ------ *--------------------- ------- ------- ------- 206 NOT USED ------ --------------------- ------- ------- ------- 201 5 M5TR BATH 206 PSI1024/PSI 1024 8'-O" 6-11 1/2" 7'-4" b'-13/4 208 NOT USED ------ --------------------- ------- ------- ------- 2'-113/g' 209 5 MSTR BATH 206 1 1024/P51 1024 8-O" 6-11 1/2" 7'-4" 210 NOT U5ED ------ --------------------- ------- ------- ------- 211 T MSTR BATH 206 8-O" 7'-l" 8'-I I/4" 212 NOT USED ------ -------------------- ------- ------- ------- 213 E BEDRM #2 210 ( 5HI 3028 7'-8" b'-3 1/2" 5'-5" 214 NOT USED ------ --------------------- ------- ------- ------- ALUM. 215 A BATH#2 211 5HI2020 7'-8" 2'-2" 4'-1" BRIGKMOULD _ BY WDW MFR. 216 H ATTIC STOR.213 ( 5111 2630 ATTIC 5''7 1/2" 5'-q" 5HI 3028 5HI 3028 211 NOT L15ED ------ --------------------- ------- ------- ------- 218 N ATTIC ATTIC STOR.213 GSH 2830 ABV' 2'-10" 5'-q" ATTIC FLR O O O O O 0 219 N ATTIC ABV.STOR.213 G 511 2630 ATTIC,FLR 2'-10" 5'-q" 220 N ATTIC.STOR.213 GSH ATTIC 2830 8_0"AW' 2'-10" ATTIC FLR 221 N ATTIC,STOR.213 G 511 2830b_O. 2-10" ATTIC,FLR 222 A BATH#3 204 0120:20 7'-6" 2'-2" 4'-1" 23'-2' 223 D E3EDRM #3 208 5141 3232 7'-8" 3'-2" 6'-1" 3'-5�" 4'-2Y8 3" 3'-�'4 FIELD VERIFY 3'•C 3' 4'_1• '�1' 46 601 01 224 D EDRM #3 208 13232 3'-2" 6'_I" 4 4- 4-?y 4-1�4 225 0 STAIR HALL 201 GSH 2824 7'-8" 2'-10" 4'-q" 11 21 26 b MULLION COVER 311 WIDE 226 D LAUNDRY 202 13232 7'-8" 3'-2" 6'-1" 227 D TOILET 203A I SHI3232 7'-8" 3'-2" 6'4" ATTIC DORMER 12 �1 301 P ATTIC GSH 2620 �16Z I� m 302 P ATTIC G 5H 2620 2'-8" �2 PVC FIXE P 8 -� m 303 Q ATTIC R 1407 4'-q" 2'-5 1/2" FIXED FIXED / AND TRIM, \\ .� G E N E R A L N I N D O N N GLASS ,— GLASS FRENCH ;p eQ / 13 q DOOR �NG11 FIXE LASS FRENG 1w I. INFORMATION ON THIS WINDOW HEDULE WERE TAKEN FROM A GONSTRUGTION ISSUE SET OF DRAWINGS BY WILLIAM JAYGOX 1 �� ,�z DOOR DOOR 2002 SAN MARGO BOULEVARDSUITE 200 F; III PF_1__1 A6.Z A6 Z 4 \ q 14 / JACKSONVILLE,FLORIDA 5220*1 Ab2Z /16"2 / MU (g MULLION COVER 04)3q&-4420 3I WIDE ALUM• GONSTRUGTION IDATE : MAY 4, Igg2 JOB NO. : gIIO _T_ 2. THE GENERAL CONTRACTOR SH FIELD VERIFY ALL ROUGH OPENNIN6 SIZES WITH THE WINDOW MFR. PVC TRIM BELOW ALUM. INSTRUCTIONS AND DIMENSIONS. PVC, TRIM, PVC, TRIM, DOOR THRESHOLD \ Iq PAINT PAINT 24 � 29 S IO O ALUM. SILL EXTENSION 3. ALUM. GLAD FIXED OR SINGLE WINDOW UNITS(DOLOR TO BE SELECTED BY ARCHITECT). A6.Z /16.Z O A6.2 A6.2 d1b.� Ab.Z 4. "LAZI . WINDOWS ALL HE IMPACT(IF) RATED.W TINTED a-'`ZING,CLASSIC SIMULATED DIVIDED LITE GRI I" x PVG SKIRT BOARD, IPATTERNS SHOWN / 6ENE-RAL. NOTE: THE CONTRACTOR SHALL PAINT. FIELD VERIFY ALL DIMEN51ONS AND CAST STONE SILL 5. NEW WINDOW5 TO SE INSTALLED. MEA5UREMENT5. b. EXISTING WINDOW TO BE REPLACED.WINDOW FRAME WXH ARE EXISTING ROUGH OPENINGS. REPLACEMENT WINDOW TO FIT WITHIN EXI5TIN6 IN65. 7. MODIFY SILL (t 04") AS REWIREDFOR WINDOW REPLACEMENT. LASH I I VO STEP I STEP 2 STEP 3 WRAP INSIDE GORNER5 WITH WRAP JAMBS WITH 5T06UARD MESH MINIMUM q" WIDE 5T06UARD ME5H LAPPING MINIMUM 25' OVER EXTENSION FROM SILL,THEN WRAP HEAD 0 GOAT ALL MESH SURFACES WITH STO 6OLD FILL AND 0 ALLOW TO DRY JAFZAP SILL WITH SILL WEDGE g" WIDE ST06UARD 11- 5H RETURNING THE JAMB A to INIMUM OF 4" FLASHING NOT Es WINDOW AND I XrERIOR DOOR FLASHIN6 SHALL BE INSTALLATION IN ACZORDENEC WITH THE EXTERIOR STUCCO MANUFACTURES SPECIFICATIONS AND INSTRUCT ONS. 213 DIA BULLNOSE EDGE N P ----------------------------- ILDING, i WROUGHT IRON i Ix P.T. WD. FURRING RAILING 5TUCG0 SYSTEM EXISTING WALL SYSTEM � PERMAGAST 3/4" PLYWD. SHEATH'G 5/8" GWB CEILING PVC MOULDING COLUMN BY 1-154C7---- - --- ------- - - -- ----- ------ - - -- -- - ---------- (3) 2x10 HEADER I/2 6WB WD. TRIMUPVC TRIM, PAINT 4X4 WD. P05T Ix 3" WD. TRIM, PAINT. SHIM I/2" GWB SELF-ADHERED WATERPROOF MEMS. i [, 2xb NO. BLOCK'6 PAINT O/ 4 — SYSTEM 0/ 1/2" GDX PLYWD SHT'6. PNG i SHIM N i w WP TAPE O/ NDN FIN ut f Tt I i Ix WD. TRIM, PAINT. WALUM. C DW. SYSTEM � i NT STUCCO SYSTEM SEALANT 0/ BACKER i PAINT ROD EXISTING WALL WROUGHT IRON ALUM. GLAD WDW. SYSTEM RAILIN6 SYSTEM r2l'** N1 NIDON HEAD DETA I L 16 COLUMN DETAIL D TAIL G N I ND N HEAD DATA I L I Inl A6.2 SCALE. 1 1/2 =I O �.250ALE: 1 1/2 -I -O X4�.2SCALE: 1 1/2"=I'-O" A6.2 SCALE: 112"=1'-O" �.2 III PVC TRIM �4 i i I i i TEM 0/ PVG SILL BELOW ALUM. GLAD WDW. 5Y5TEM 3/4" PLYWD. SHEATH'G ALUM. GLAD WDW. SYSTEM PVC TRIM ALUM, CLAD PERMACA5T Ix WD. TRIM, PAINT. 2/ COLUMN BY HBdG SHIM WDW. SYSTEM EXISTING WALL SHIM PERMACAST COLUMN, TYP. —_—_—-— — _ _ _ 3" WD ALUM. MULLION COVER SYSTEM 2xb P.T. WD. - -------- Ix 3" WD. TRIM, PAINT. BLOCK'G 4X4 WD. P05T P.T. WD. BLOGK'G 1x4 WD. TRIM, PAINT. --- -- -- ch- 3" WD.ALUM. MULLION SHIM SEALANT 0/ BACKER „ SAINT COVER i ROD 2"x5 xI/2 5TL. REINF. NEW CA51NG 2"x5"xl/2" STL. REINF. 4 ALUM. GLAD WDA. SYSTEM (SEE INT. ALUM. GLAD WOW. 'd'• DE516N SPEC) SYSTEM ALUM. GLAD DOOR 5Y5TEM i BACKER ROD d SEALANT ALUM. GLAD WDW. SYSTEM 2/3 DIA. 'AINT 22 Oil I Z . MULLION DETAIL I NDON HEAD DETAIL 12 N I NDON JAMS DETAIL 7HOS' I Z MULLION DETAIL 2 !tel tT 6.2 SCALE: 1 1/2"=1'-O" �.250ALE: 1 1/2"=l'-011 �.250ALE: 1 1/2' I'-O" 6.2SCALE: I 1/2 "=1'-O" �.25C 4►'4 . Ix3 M. TRIM, L I 111 11 PAINT ALUM. GLAD WDW. M. SILL PERMACA5T COLUMN, SYSTEM VCH DOOR TYP. SELF-ADHERED WP ALUM. GLAD WOW. TAPE O/ WINDOW Ix4 P.T. WD. SYSTEM i FIN, TTP. BLOGK'6 ALUM, CLAD DOOR SYSTEM Ix NO. TRIM SEALANT 0/ B-R (3) 2xb Ix PVC TRIM 0/ Ix PT BILK G. ALUM. GLAD WDW. SYSTEM 3/4" FURRING PVC SILL, PAINT Ix WD. TRIM PAINT. SHIM SEALANT FIN. FLOOR - (SEE I/2" GWB i RIBBON OF INT. DESIGN SPEC) 1/2" 6AB PERMACA5T CONT. MTL. FLASFf'6 SELO-ADHERED WP 2xb STUD WALL COLUMN BY HBdG F.T Ix PVC TRIM O/ Ix 2xb STUD WALL MEMS. WRAP --------- —_ _ PT WD. FURRING Ix 3" WD. TRIM, PAINT._ P.T. WD. BLOGK'G CAST STONE DECK 0/ F1 PVC TRIM, PAINT 4x4 WD. POST 3" WD. ALUM. MULLION COVER EE�� THIN-SET MORTAR 1/2" EXT. PLYWD. , SELF-ADHEREDSTL. REINF. SHEATHING i WATERPROOF MEMS IP MEMB. i 0/ 1/2" GDX EXISTING WOOD (3) 2xb PLYWOOD, TYP. Ix WD. BLOGK'G AS REQ. FRAMED WALL DONT. SINGLE PLY SYSTEM WLAD FRENCH DOOR ATERPROOF MEMB. 0/ WATERPROOF MEMS. BACKER ROD d SLOPED GROUT BED SYSTEM CAST CONC. BULLNOSE SINGLE PLY F SYS i ALUM. GLAD WDW. SEALANT WATERPROOF SYSTEM 3/4 PLYWD. SHEATH G MORTAR SET BED 1 i SYSTEM >/ 25 DOCR SILL DETAIL rib !tel I NDON SILL DETAIL 13 N I NDON JAME3 DETAIL 8 HoR I Z. MULLION DETAIL 3 lnl I 6.2 SCALE: 1 1/2 -V-0 6.2 SCALE: I 1/2"=V-011 X4�.2SCALE: I I/2"=I'-O" 6.2 SCALE: I I/ "=I'-O" �.2 501 GLASS SHWR �4 DOOR SOLID 5UFACE PERMACA5T COLUMN, WD. SILL ADWTYP.. SILL P• ALUM. GLAD YONSYSTEM ALUM. GLAD WDW. Ix3 WD. TRIM, PAINT. GER TILE 1/2" 0/ �r SYSTEM BACKER BD. Ix WD. TRIM SEALANT 0/ BACKER ROD SLOPED PVC SILL, Ix WD. BLOGK'G AS REQ. 17Ix WD. TRIM, PAINT. 4 3/4" FURRING SLOPED PVG SILL " PAINT Ix WD. TRIM, PAINT. (2) I/2 MP GWB 2"x5"xl/2" 5TL. REINF. I GWB 2xb STUD WALL ALUM. GLAD WDW. SYSTEM 2xb STUD WALL PVG TRIM PVC TRIM, PAINT FIN. FL '.s,s,;,a,-;��.., MULLION CLIP AS REQ'D CONT. SEALANT 0/ ALUM. GLAD FRENCHt--ALUM. GLAD WDW. SYSTEM BACKER ROD DOOR SYSTEM ALUM. GLAD WDW. SYSTEM 3" WD, ALUM, MULLION COVER Y4 NOTE: SEE BUILDING SECTIONS FOR ADDITIONAL INFORMATION 24 N I NDON SILL DETAIL Ia I NDOl�I SILL DETAIL ►4 \/ERT. MULLION Drci"*WERT.TAIL MULLION DETAIL 4 D �.2SCALE: 1 1/2 -I O A6.2 SCALE: I I/2 -I -O X46.2 SCALE: 1 1/2 =I'-O" A6.2 SCALE: 1 1/.2"=I'-O" A6.2 SG i ALUM. GLAD WDW. i SYSTEM i VV;OU6HT IRON RAILING ALUM. GLAD WDW. SYSTEM i (3) 2xb Ix PVC TRIM 0/ Ix PT BLK'G. WINDOW CASING BASE ALUM. SILL EXTENSION 1x4 P.T. WD. BLOGK'G BOARD ° Ix PVC TRIM, PAINT ' PERMACA5T • Ix4 PT WD. FURRING FIN. FLR. (SEE INT. i ' 1/2" 6W0 i COLUMN BY HBd 6 DESIGN SPEC) FIN. FLR. CONT. SEALANT 0/ - i - -------- BACKER ROD BULLNOSE EDGE (SEE INT. DESIGN SPEGJ CAST CONC. SILL 6 2xb STUD WALL 1 � BAGKEROD d Q ° SEALANT POURED ° IN DECK STUCCO SYSTEM < CbNC. SLAB TO.:.'.OF GONG. SLAB EX15T' Tx120 DIA. 25 NOT USED r2o_*' NOT USED ri_ A I NDON JAMB DETAIL 10 N I NDO SILL DETAIL r5 D �.2SCALE: 1 1/2"=P-011 �.2SCALE: 1 1/2' I'-O" 6.2 SCALE: 1 1/2"=I'-O" �.2SCALE: 11/ ' I'-O" �.250 N P F I IN I SH SCHEPULE POOR SCH ROOM FIN. WALLS CEILING 0 DOOR SIZE D NO., ROOM NAME FLR. NORTH EAST SOUTH I WEST MAT'L JHEIGHT NOTES MARK PRODUCT TYPE WIDTH HEIGHT RA FIRST FLOOR FIRST FLOOR 101 GALLERY --- ----- ----- ----- ----- ----- ----- 101 CASED OPENING --- 4'-0" l'-0" 102 OFFICE --- ----- ----- ----- ----- ----- ----- (3) yVOA REPLACEMENT 102 FRENCH DOOR OUT5WING 3'-O" 7'-0" DP 103 POWDER ROOM --- ----- ----- ----- ----- ----- ----- (1) ADW REPLACEMENT 103 NOT USED --- ----- ----- 104 SUN ROOM --- ----- ----- ----- ----- ----- ----- (5) ADW REPLACEMENT 104 FRENCH DOOR OUT5AING 3'-0" -7'-0" DP 105 LIVING ROOM --- ----- ----- ----- ----- ----- ----- (3) WDA REPLACEMENT 105 PANEL DOOR A 2'-8" -7'-0" 106 FAMILY ROOM 5EGOND FLOOR 101 DINING ROOM 201 PANEL DOOR A 2'-6" 108 KITCHEN 202 SHWR DOOR --- 2'-6" IOq STAIR HALL --- ----- ----- ----- ----- ----- ----- (U WDW REPLACEMENT 203 PANEL DOOR A 2'-b" 110 GLO5ET --- ----- ----- ----- ----- ----- ----- 204 PANEL DOOR A 2'-6" b._8.. III BATH --- ----- ----- ----- ----- (1) WOW REPLACEMENT 205 PANEL DOOR A 2-6" 6-8 112 GARAGE --- ----- ----- ----- ----- ----- ----- 206 PANEL DOOR A 113 GL05ET --- ----- ----- ----- ----- ----- ----- 20-7 CASED OPENING --- 4'-0" 114 GOV. FRONT PORCH ----- ----- ----- E 208 NOT USED SECTIONS 115 GOV. BACK PORCH ----- ----- ----- - SEE 2Oq CASED OPENING --- 3' SECTIONS -O" 5 E G O N D FLOOR 210 PANEL DOOR A 2'-8" 201 STAIR HALL --- ----- ----- ----- ----- (1) WOW REPLACEMENT 211 NOT USED 201A GL05ET --- ----- ----- ----- ----- ----- ----- 212 PANEL DOOR A 201B UTILITY --- ----- ----- ----- ----- ----- ----- 213 PANEL DOOR A 2'-b" 6 8 2010 VESTIBULE 214. PANEL DOOR A 2'-8" 202 LAUNDRY 215 PANEL DOOR A 203 BATH #4 216 DOUBLE DOOR B 203A TOILET 211 POCKET DOOR A 2-6" b'-8" 204 BEDROOM #5 (2) WDW REPLACEMENT 218 POCKET DOOR B PR. 1'-6" 204A CLOSET 21q PANEL DOOR A 2'45" 204B VE5ETIBULE 220 PANEL DOOR A 2'-6" 205 MASTER BEDROOM (3) ADW REPLACEMENT 221 CASED OPENING --- 3'-0" 206 MASTER BATH222 POCKET DOOR A 3'-O" 6'-8" 206A H15 W.G. 223 SHWR DOOR --- 3'-O" 6'-8" 2065 HERS W.G. 224 SHWR DOOR --- 3'-0" b'-8" 2060, VESTIBULE225 FRENGH G 3'-0" 6'-8" DP 201 MA5TER CLOSET 208 BEDROOM #3 (2) 1600 REPLACEMENT D O O R 5 G H E D U L 2O8A CLOSET GENERAL NOTES: 20ci BATH #3 (1) WOW REPLACEMENT A. ALL SWING SIDE WALL RETURN SHALL BE b" U.N.O. 210 BEDROOM #2 (2) WDA REPLACEMENT B. ALL EXTERIOR DOORS SHALL BE ALUMINUM GLAD, UNLESS 210A CLOSET GENERAL d WINDOW CONTRACTORS ARE RESPONSIBLE FOR GO TYPES OF ALT. WINDOW MANUFACTURER - DOOR $ WINDOW DIM 211 BATH #2 (1) WDW REPLACEMENT ONLY. 212 STORAGE --- ----- ----- ----- ----- ----- G. REFER TO PLANS FOR DOOR OPERATION. 213 ATTIC STORAGE --- ----- ----- ----- ----- ----- ----- (5) ADW REPLACEMENT D REFER TO INTERIOR DESIGN 5PEGIFIGATION BOOK FOR DO 214 OUTDOOR COV. DECK SEE DOOR ENCLOSURE. i SECTIONS DOOR ABBREV ROOM F I N 1 5 H A B B R E V I AT 1 0N5 DR(S). - DOOR(5) PR. - PAIR BB BEAD BOARD GV COVE MOULDING STYLE MBL MARBLE TILE 5TND STAINED EXP - EXPOSED PT - PAINT BM BED MOLDING PRT PORGELAIN TILE 5YN SYNTHETIC FLOORING ND HOOD FGH. - FRENCH (DOOR) 5L6L - SLIDING GLASS GA CASE MOULDING STYLE SV SHEET VINYL GPT CARPET PTD PAINTED 6WB - 6YP5UM WALL BD. SL - 51DE LIGHT GM GROWN MOULDING STYLE WG WALL GOVERIN6 GDR CEDAR PANELING GNB 6YP5UM WALLBAORD HT. - HE16HT STR - STRUCTURE GT GERAMIG TILE WP WOOD WALL PANELING GONG SEALED CONCRETE T6 TOUN6UE d GROOVE "V" GROOVE P - PANEL 5PEG(5). - 5PEGIFIGATION(5) GR CHAIR RAIL MOULDING WP5T WATERPROOF STAIN PW PANELED NAIN5GOT BM BEAM PLY - PLYWOOD STN. - STAIN HDND HARDWOOD FLOORING SUB SUB FLOOR BBN BEAD BOARD WAIN5GOT EXP EXPOSED F I N 1 5H 5GHEDULE NOTE5 GENERAL NOTES: DOOR TYPE 1. REFER TO INTERIOR DESIGN 5PEGIFIGATIONS BOOK FOR FIN15H MATERIALS, PATTERNS, STYLES, SIZES, AND MANUFACTURERS. 0 0 0 PANEL PANEL SPECIFICATIONS: GENERAL NOTES DO NOT NOTIFY ARCH] 1. CODES USED: 2004 FLORIDA BUILDING CODE, ACI, NDS, APA AND ASCE-7-02. ALL LATEST EDITIONS USMIOR TO CO] 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVINC DESIGN. THE OWNER SHALL PROVIDE TO WO D' JURISDICTION OVER THE WORK. EPARATIONS NOTED IN SAID REPORT SHALL BE WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC, EXCEPT AS NOTED IN THESE PLANS. WHERE WOOD 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. LANS. THE FILL BELOW THE FOUNDATION JOIST OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WITHOUT JOIST ARE CLOSER THAN 18" OR OTHER DELETRIOUS MATERIAL. SOIL MUST WOOD JOIST GIRDERS CLOSER THAN 12" TO THE EXPOSED GROUND OR UNEXCAVATED AREAS LOCATED 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHA DEPTH OF 2'-0" BELOW THE BOTTOM OF WITHI THE PERIMETER OF THE BUILDING FOUNDATION, THE FLOOR ASSEMBLEY (INCLUDING POST, JOIST CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. AND UBFLOOSHALL PRESSURE TREATED. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR 5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DIMENSION MASO RY SHALLLL BE PRESSURE TREATED. CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD. NOTED IN THESE PLANS. VER ICAL FRAMING: 6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. IT IS RECOMMENDED THAT THE OWNE USE x6 STUDS FOR ALL EXTERIOR WALLS AND 2x6 STUDS FOR ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE IN THESE THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLI PLANS. MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. SPACE STUDS 0 16" O.C. MINIMUM AT ALL EXTERIOR WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEARWALLS. IN THESE PLANS. SPACE STUDS 0 24" O.C. MINIMUM AT ALL INTERIOR NON—BEARING WALLS. USE SPF #2 (OR BETTER) FOR ALL WALLS U.N.O. IN THESE PLANS. USE SYP #2 TOP PLATES AND PT SYP #2 SILL PLATES. DOUBLE TOP PLATE SPLICES SHALL BE LAPPED A MIN. OF 4'-0" AND NAILED WITH A MINIMUM OF (2) 12d NAILS AT 8" ON CENTER. OTHER FASTENING DESIGN CRITERIA: ,000 PSI AT 28 CONN17CTIONS AS SPECIFICED IN FBC SHALL BE USED. ITH FBC. DESIGN CODE: 2004 FLORIDA BUILDING CODE (RBC) w/ 2005 & 2006 SUPPLEMENTS EFT THE BATCH PLANT WITHOUT AUTHORIZATION **CONVENTIONAL STRAPPING: OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE AND TWO—FAMILY DWELLINGS) INDICATES AN AMOUNT OF WATER THAT IS WHERE "CONVENTIONAL STRAPPING IS SHOWN ON THESE PLANS, USE: CONSTRUCTION: TYPE V, UNPROTECTED TESTING LAB REPRESENTATIVE. SIMP ON SP2 W/ (6) 1 O NAILS EACH END FOR WALL STUD TO TOP PLATE CONNECTIONS 0 32 O.C. SIMPSON SP1 W/ (6) 10D NAILS TO STUD AND (4) 10D NAILS TO SILL PLATE 0 16" O.C. AND BASIC WIND SPEED: 120 MPH ANCH R BOLTS AT 32" O.C. USE SIMPSON SP2 AT SILL PLATE ABOVE SECOND FLOOR BEAM. ATTACH WIND IMPORTANCE FACTOR: 1.0 (CATEGORY 11 BUILDING) SILL LATE TO FLOOR BEAM WITH (2) .131X3" NAILS 0 12" O.C. USE SIMPSON CS20 STRAPPING W/ WIND EXPOSURE: C SHALL BE POURED OVER A (7) 1ODx1.5 NAILS EACH END FOR SECOND—STORY WALL STUD CONNECTIONS 0 32 O.C. POISON PRIOR TO POURING. INTERNAL PRESSURE COEFFICIENT: t 0.18 ENCLOSED BUILDING (LARGE MISSILE IMPACT GLAZING REQUIRED) SHALL BE LAPPED 8". FLOOR JOISTS BRIDGING AND BLOCKING: MAXIMUM DESIGN WIND PRESSURES (PSF): PROVI E 2x— BLOCKING AT BOTH ENDS OF ALL FLOOR JOIST. (BLOCKING SIZE TO MATCH JOIST DEPTH.) OPENING SIZE (SF) EDGE ZONES (5'-0" FROM OUTSIDE CORNERS) INTERIOR ZONE PROVI E BRIDGING FOR FLOOR JOIST WITH A DEPTH GREATER THAN 9.25" AND WHERE THE SPAN IS GREATER THAN 8'-0". BRIDGING SHALL BE INSTALLED AT 8'-0" O.C. MAX. JOISTS SHALL BE LATERALL 0-20 +36 and (—)48 +36 and (—)39 T SHEET SUPPORTED AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS OF NOTED IN THESE PLANS. JOISTS ARE NAILED TO A HEADER, LEDGER, OR RIM BOARD OR TO AN ADJOINING STUD. BLOCKING SHALL 21-50 +34 and (—)45 +25 and (—)27 NOT EE LESS THAN A NOMINAL OF 2—INCHES IN THICKNESS. 51-100 +32 and (—)40 +23 and (—)25 FLOOR JOISTS NOTCHING AND BORING: >100 +30 and (—)37 +30 and (—)33 GROUND NOTC ES/HOLES IN FLOOR JOIST SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF THE JOIST SPAN. NOTCHES DESIGN LIVE LOADS: DIAMETERS OR 24", WHICHEVER IS GREATER. IN TH OUTER THIRDS OF THE SPAN SHALL NOT EXCEED 1" DEEP x 2" WIDE, HOLES SHALL NOT EXCEED 1-3/4" IN ROOF: 20 PSF ICAL BENDING DIAGRAMS AND PLACING DIA. AND SHALL NOT BE PLACED WITHIN 2" OF ANY NOTCHES OR TOP AND BOTTOM OF THE JOIST. ATTICS WITH STORAGE: 30 PSF CURELY IN POSITION WITH STANDARD SILLS ON CONCRETE: ATTICS WITHOUT STORAGE: 10 PSF HERE PERMITTED, SHALL BE AS FOLLOWS: FLOORS/STAIRS: 60 PSF WOOD SILLS ON CONCRETE, MASONRY OR STEEL SHALL BE #2 SYP PRESSURE TREATED. DESIGN DEAD LOADS: SUB LOORS: PARTITION: 10 PSF WHERE SUBFLOORING IS INDICATED IN THESE PLANS, USE -'4" T&G PLYWOOD GLUED WITH A CONSTRUCTION ADHESIVE AND FASTENED PER FBC. WINGS SHALL BE ASTM A36 MATERIAL. METAL CONNECTORS: ALL METAL CONNECTORS SHALL BE SIMPSON STRONG—TIE CONNECTORS UNLESS OTHERWISE APPROVED BY THE ENGINEER OF RECORD TIONS, EVEN WHEN SHOWN (E.O.R) METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. ACQ TREATED) SHALL BE GALVA IZED OR STAINLESS STEEL. ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR TREATED WOOD (I.E. BORATE) SHALL BE Z—MAX COATED. NAILS: ALL NAILS EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR STAINLESS STEEL. ALL NAILS EXPOSED TO L OR STRUCTURAL DRAWINGS, BUT FIRE—TREATED LUMBER SHALL BE STAINLESS STEEL. 12" o.c. BOTH SIDES. CTRODES. HEADERS/JACK STUDS: REFER TO THESE PLANS FOR HEADER AND JACK STUD REQUIREMENTS. ROO SHEATHING AND DIAPHRAM ATTACHMENT: USE /4" APA RATED SHEATHING FASTENED W/ 0.131x2" RING SHANK NAILS 0 4" O.C. EDGES, 6" O.C. INTERMEDIATE. RE THAN 6" FROM THE END OF THE PLATE. LATES. EXTERIOR WALL & INTERIOR SHEARWALL SHEATHING: N EACH SIDE BELOW EACH OPENING, ANCHOR DE 36. WASHERS: SHALL BE IN ACCORDANCE PROVIDE APA RATED SHEATHING WHERE STUCCO, BRICK OR STONE VENEER, OR HARDIPLANK LAP SIDING ARE INDICATED ON PLANS. A 563 GRADE A HEX. , PROVE APA RATED SHEATHING AT INTERIOR SHEARWALLS. FASTE %s" THICK SHEATHING W/ 8D COMMON NAILS SPACED 6" O.C. AT PANEL EDGES AND 6" O.C. AT INTERMEDIATE SUPPORTS, APPLIED HORIZONTALLY. L CARTRIDGE INSTALLATION ONLY): REDU E NAIL SPACING TO 3" O.C. AROUND ALL OPENINGS. USE 3" EDGE NAILING IN THE LOWER TOP PLATE ON ALL EXTERIOR WALLS. SW-3 INDICATES 3" O.C. NAILING IS ALSO REQUIRED AT THE BOTTOM AND SIDE EDGES OF THE SHEATHING. SW-2 INDICATES 2" O.C. NAILING IS REQUIRED AT ALL PANEL EDGES. POS AND BEAM FRAMING: ANCE WITH ASTM C 90 AND SHALL HAVE A MINIMUM NET ATTACH HEADERS TO POSTS W/ (2) SIMPSON CS20 FLAT STRAPS W/ (7) 1ODx1.5" NAILS TO HEADER AND (7) 1ODx1.5" NAILS TO POST. ORTAR (ASTM C 270) NOTC HEADERS UNDER TOP PLATES AND BEAR—ON—JACK STUDS OR USE SIMPSON HUC410 HANGER W/ (8) 16D TO WALL (8) 16D TO H TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE HEADE . ANCHOR POSTS TO FOUNDATION W/ SIMPSON ABU POST BASE W/ (1) %" THREADED ROD SET 7" INTO FOOTING AND (12) 16D NAILS TO POSTR USE (1) SIMPSON HTT16 W/ (1) %" THREADED ROD SET 7" INTO FOOTING (18) 16D NAILS TO POST. ORDANCE R00 AND CEILING FRAMING: ROOF (ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC. R INITIAL SET ALL CgNVENTIONAL FRAMING SHALL BE SYP #2. PROVIDE SOLID BLOCKING AT ROOF SHEATHING JOINTS IN THE FIRST TWO RAFTERS FROM THE GABLE ENDS. LAMII ATED WOOD FRAMING: E A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT FABRICATION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH APA AND THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION: ENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN MINIMI, M ALLOWABLE STRESSES SHALL BE AS FOLLOWS AND SHALL BE A DRY USE CONDITION: EXTRE E FIBER IN BENDING: 2,600 PSI TENSI N PARALLEL TO GRAIN: 1,555 PSI COMP ESSION PARALLEL TO GRAIN: 2,510 PSI PRIOR TO ERECTION OF ADDITIONAL MASONRY. COMP ESSION PERP. TO GRAIN: 750 PSI HORIZ NAL SHEAR: 285 PSI PERATION AND IS LIMITED TO 5 FEET (1524 MM). MODULUS OF ELASTICITY 1,900,000 PSI OUT IN ITS FORM BY FREEING THE MASS OF AIR POCKETS WITH OF A TAMPING ROD. D TO PRODUCE A DENSER MASS. D. R PLANS AND ELEVATIONS. FILLED UNLESS BOND IS SHIFTED DUE TO SITE CONDITIONS. CENTER STARTING FIRST BLOCK ABOVE FOUNDATION. SEE PLAN FOR CING TO EXTERIOR AND REINFORCING SHALL BE EMBEDDED IN MORTAR. REINF. TIALLY FREE OF DROPPINGS, DEBRIS, LOOSE AGGREGATE AND ANY EXISTING 2x6 WALL STUD y (TYP.) 2x6 SOLID BLOCKING BETWEEN RE NOT REQUIRED). SEE PLAN FOR STUDS, TOE—NAIL EACH END TO RE THERE ARE NO VOIDS IN GROUT. REINF. 4 I STUD w/ (4) 16d NAILS DOWEL IN CELL (ACI 530-1.12.3.3) BOND (50%) MASONRY [ EXTEND HORIZ. JOINT ROUT SLUMP AND WEATHER CONDITIONS. UNITS AT INTERSECTION REINF. OR PROVIDE ` MTL. LATHE ® 16" O.C. 1.15.2. ..............._.. . .. .. ,: ,< I + R L ---- ------------------ EXTERIOR INTERIO --- ---- ------ F MASONRY. ER OF THE CELL. CAST—STONE T AND 1/2 INCH (13 MM) FOR COARSE GROUT. I' ?�.'< C4 FRAME ELS. GROUT FILLED WALL(SHEATHING R CELL WITH HDG PLATE j"x2"x8" 0 24"o.c. EW INTERSECTING (` .-- .. REINF. w/ (3) #12 TEK SCREWS TO C6 Y FOR FINE GROUT AND 1/2 INCH (13 MM)FOR COARSE GROUT. WALL TIE & (4) 10d NAILS TO BLOCKING R THE BOTTOM OF THE BOND BEAMS, DEPENDING ON THE LOCATION. FROM ESCAPING FROM'THE BOTTOM OF THE BOND BEAMS INTO CELLS '_ INTERIOR/EXTERIOR C . M . U . CORNER JOINTS FRAME LATERAL SUPPORT EXTERIOR 8c INTERIOR A4 @MAIN ENTRY A5 SCALE: 3 4"=1 '-0" SCALE: 3/4"=V-0"'-0" BEAM CAP PLATE J"x5"x0'-5" wl (4) J"O x 4" WOOD SCREWS PT 6x6 POST w/ EPC66 POST CAP (TYP.—2) PT 6x6 POST w ECCQ76SDS2.5 2x12 CLIP ANGLE J"x2"x2" x 0'-4" POST CAP (TYP.-2) v...... ............. .... .... ............. u. ... ............. ...... . ... . .... .......... ...... ............. ............. ....................... ... .. ... ...... .. ..... (2) 202 —J"x5" VERT. & HORIZ. PLATE .... ............ ......... .. . ......... ............ ....... .. ............. NOTE: ALL PLATE IS HDG. kZ- 2 ........... ... . .......... ........... ....... .. ....... ............ ........ TOUCH—UP ANGLE & PLATE SURFACE AFTER WELDING. ........................ BASE PLATE J"x5"x0'-5" ..t IC... .. .. ....... . ............ ...... ......... W/ (4) J"O TAPCONSv q__A W/ 2 MIN. EMBEDMENT . .. ..... . ........... ............. ......... ... ............ . .... . .......... . ...... ... ............. ......13 (2) 202 E SLAB is .. . . ........... ... ........ . ....... ....... ........ ....... .......... .... ...... ....... BRACING DT' L . .......... ............ ............. ........ .. ........... ........ ..... . ............. ............ ............. Dl _j SCALE: 3/8"=1 0-0" > 00 ................ V) C14 .................. .............. ... ................... ........... .... ... ............. ...... ............. .............. ............. ............. ............. ............. ............. ............ LOW. ... 04 (2) 202 .. ....................... ......... .......... .............. .......... .. .............. ... I a ........ ............. ............ .......... ............ .......... ............. ............ ............. ............. .......... .. .................. ............. ........... E3 .... ... ............. ........... ............. ............. ...... ............. ............. ............. ............. ............. ... =IC ...... ----— ...................... ........... I a (2) 2x`12 .. ........ . ............. ........ .... THESE STRUCTURAL PLANS WERE PREPARED WITH CAD FILES OF THE ARCHITECTURAL FLOORPLANS PROVIDED By THE ARCHITECT. ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE ................ .......... DIMENSIONAL ACCURACY OF THESE PLANS AND RECOMMENDS THAT OWNER/CONTRACTOR REVIEWS THESE STRUCTURAL PLANS FOR APPROVAL OF DIMENSIONING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMS. AND NOTIFY E.O.R. IF ASSUMPTIONS OR INFORMATION IS INCORRECT N THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL PLANS PROVIDED &417dFLOORFRMING PLAN TO BAKER KLEIN ENGINEERING, P.L. OR IF CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN. SCALE: 114" = l '-O" ( A3 � S-4 t B5 S-4 Z D2 .7 1rB 1 ) A4 ° ---- -- -- 1 4 r f 4- CONCRETE SLAB—ON—GRADE, REINF. w/ WWR 6x6—W1.4xW1.4 ON 10 MIL VAPOR BARRIER 0I0t- E TOPPING/` ON COMPACTED & W . w_ x A5 j TREATED SUBGRADE STEEL CHANNEL FRAME, �L9 I I ( B4 SEE ELEVATION Cl/S-3 F=j '0 j TS 4x4xi ". 4 X rA2 7 LJ F_ L rB5"� N N FO UNDA TION A A N @ MAIN ENTRY SLAB/F LINDA TION PLAN @a FAMIL YROOMAA SCALE: 114" = 1 '-O" SCALE: 114" = 1 -0 71X r C45.4 HDG STEEL FRAME, SEE DETAIL D2/S-4 4" CONCRETE SLAB " WIDE x 1" DEEP SAWCUT AS REQUIRED REINF. w/ WWR 6x6—W1.4xW1.4 .. _ —x x EXISTING CONCRETE SLAB #3 x 12" DOWEL 0 24"o.c. _ EPDXY MIN. 4" INTO EXISTING SLAB : - - I : EXHAUST DUCT L L / II I I r - - - - - - - - - - - - - - - - LF L i _._.� _ .. _.._.. I I I I III IIII I II I �y SLAB DETAIL - - } LLI fll_L _...... I � _ JI. ....... . .._ ......... .... _. .. . ....._ @ KITCHEN EXHAUST DUCT D2 n I I uI LF - - - - �I _ SCALE: 3/4"=1 '-0" ............ ...... ... .. ..... . .. .,. I..I . ....... . . _ I.I. \ .. . .. ...._.. ..... _...... .......... ........ ....... �.. ... . . .. L........ (....... . .. . ........... ..... .... ...:....... ....... ....... ..... I L, I ri ..... IL- - - - - - -_ -_ _--P (1-_-_- _-_-_-_-_- _- -I EXITING 16" FLOOR TRUSS ® 16"o.c. IF —i I..t. ......... . ..�1....... . ........ .........I I ........./ ......... ...... . ..... .. .... . . ............I I... . L....... I IE0 f CONT. 2x4 WALL 2x SHIM, "PER I I I I I ii AS REQUIRED ......._. js-1 L..L. ......... I I.. . ... ..... ....I I ........ .. ....... I I L_..._ / .... ... .L - ........... .. I \ I C -� � .. .... .. ....... . ... ... ... ..... .......... ............ ... .......... .. ......... f - y II II \ \ II I II ....... \ . ....... ............. ............. ... . .. ,'. J-0 LAG BOLT ® 48"o.c. I I I I I _ .... ... ........ ......... — — — .... ... ... r.. _ I I I i — —SHRINK GROUT `; DECORATIVE CEDAR CEILING I \ \ \ I I I 11 SLAB & FRAME BEAMS (4x6 & 8x12) U...... \. ....... I L........... ........... I ......_ ........ ........... .. ....... I........... .... �...:I II II fil - ZAME TO SLAB I I I_...... .. I ... ......LL .. �........... II I - � C - EPDXY ANGORS � \ .;._ EMBEDMENT I _ — \ \ \ II II _ENATION DECORATIVE BEAM SUPPORT (-D2 I I...... . ............ .. ....... ........... . ........... ............ ............ ....... ... ......._ I.......... i.i.... . .. .......... .......... . ......... Y C � @KITCHEN 8c FAMILY ROOM C2 - 11 S-4 .._ — — — — — .. .-i. SCALE: 3 8"=1 '—O" SCALE: 3 4"=1 '—0" I I \ \ I I I � I I- TS 4x4x 1..... ... .. .... I.I.......... ........... I _ .. .. ............ ... V rD1 S-4 ` ' ..STEEL..0 _ .. _ _. \ .. 212F_ T4oN—C1_/S3-- I \ TS 4x4x ... ....... .......... .... ........... ........... ............. ........ —fir - - - - - - - - - - - - - i I ` _... ._.._ ..__._.. \ ...._ ...._._. 1 I / \ II .._.. /. _. f1._...... _._... — � — _.. . r F Li II II 11 I II / L� � L �I r u u Li N ROOFFRAMING PLAN SCALE 114" = 1 '-0" H3 HURRICANE T PT 2x12 NAILER w/ (4) 8d NAIL �,P " 2-6 " APA RATED PLYWOOD ATTACH TO EACH TRUSS TOP CHORD & BEAM OR PLATE x?? CONT. w/ (3) 16d NAILS OR 2x8 TAPERED RAFTER 0 24"o.c. w/ (3) #8x3" SCREWS w/ 1 j"0 WASHERS 2-6 LIMIT TAPER TO 1j" MAX. TOE—NAIL TO NAILER w/ (4) 16d NAILS 2k PT2x6 CONT. 2x CEILING JOIST2x RAFTERZ z 2x RAFTER w/ (2) PAF TO ANGLE , (2) 2x4 TOP PLATE EXISTING ROOF TRUSS TOP CHORD 2x8 CEILING JOIST 0 24 o.c. 2x STUD WALL TS TOE—NAIL TO NAILER 2x6 STUDS ® 24"o.c. w/ (4) 16d NAILS N I N TOE—NAIL RAFTER TO NAILER w/ (2) 2x6 SILL PLATE w/ (6) 16d NAILS (3) EACH SIDE w/ (2) 2x6 TOP PLATE (2) 2x HEADER PROVIDE SP2 AT TOP PLATE ® EACH STU ARCHITECTURAL I. I _...... 1 CAST—STONE L4x4xj CONT. PT 44 POST 2x FURRING 2x10 CEILING : JOIST ® 24"o.c. <.f PT2x8 CONT. w/ (2) PAF TO VERT. CHANNEL `~ FOR INFORMATION 1 Z2x4 JACK STUD NOT SHOWN, C6x8.2 FRAME ( SEE DETAIL D2 w/ C6x8.2 VERTICALS 0 24"o.c. WINDOW WALL SYSTEM, - . H6 HURRICANE TIE COORDINATE BOLT HOLES FOR (2) 2x4 KING STUDS SEE ARCH. DWGS. CAST—STONE w/ MANUFACTURER 2x4 STUD w/ (8) 8d NAILS TO JOIST & STUD ROOF FRAMING DETAIL WALL HEADER DETAIL ROOF FRAMING DETAIL DETAIL � D2 D3 D @ MAIN ENTRY - „ @ MASTER BATH „_ , @ MASTER BATH SCALE: 3 4"=1 '-0" SCALE: 3/4'0=10 0 LE: 3 4 -1 -O PLUMBING NOTE: MAX. 44"0 HOLES MAY BE CUT IN FLITCH BEAM PT SYP #2 4x4 POST AT j SPAN LOCATIONS TO ALLOW PIPING TO PASS 2x STUD WALL EXISTING BEARING WALL, " " APA RATED PLYWOOD 2x4 STUDS (� 16"o.c. TO REMAIN . .. THRU BEAM. MIN. HOLE SPACING SHALL BE 1 x4 SILL PLATE ACE4 POST CAP " APA RATED PLYWOOD w/ (2 FIT 22x4 CAP PLATE THA413 HANGER � � / ( ) w/ (14) 16d NAILS w/ (4) 1 O NAILS TO TRUSS TO POST & BEAM & (14) 10d NAILS TO BEAM �" APA RATED PLYWOOD, _._.._ _. ...... ... . .... OVER APA RATED PLYWOOD "0 LAG BOLT x 8" - ». .__.--- ..,...- :_ .. . OVER 1 x CEDAR DECKING NOTCH RAFTER, SEE ARCH. f (3j" MIN. DEPTH) - - 2x FLOOR JOIST 2x FLOOR JOIST 4x CEDAR RAFTER 4x RAFTER EXISTING 16" FLOOR TRUSS f \-LUS210HANGER LUS210 HANGER m EXISTING 16" FLOOR TRUSS 4x10 w/ (4) 10d NAILS TO JOIST w& (8) 10d NAILS TO BEAM EXISTING BEARING WALL, THA413 HANGER & (8) 10d NAILS TO BEAM 4x10 LEDGER TO BE REMOVED w/ (4) 10d NAILS TO TRUSS ATTACH TO LVL BEAM SHEATHING & (14) 10d NAILS TO BEAM w/ "012'o c.LAG BOSTAGGERED T&B CONSTRUCTION SEQUENCE NOTE: MULTIPLY LVL BEAM FLITCH BEAM SHEATHI FOR INFORMATION INSTALL BEAM AND TRUSS HANGERS CONSTRUCTION SEQUENCE NOTE: MULTIPLY LVL BEAM w/ STEEL PLATES NOT SHOWN, PRIOR TO REMOVING THE EXISTING INSTALL FLITCH BEAM AND TRUSS w/ J" A325 BOLTS ® 12"o.c. SEE DETAIL C4 BEARING WALL. HANGERS PRIOR TO REMOVING THE STAGGERED TOP & BOTTOM MULTIPLY LVL BEAM EXISTING BEARING WALL. FLOOR FRAMING DETAIL FLOOR FRAMING DETAIL R00 � G DETAIL FLOOR FRAMING DETAIL_ C3 C4 COLUMN Cl @ KITCHEN WALL OPENING C2 @ FAMILY ROOM EXPANSION ABOVE FAMILY ROOM WINDOW- WALL @ CO N G ROOF C Oi SCALE: 3/4"=l -0 SCALE: 3/4"=1 -0 SCALE: 3/4 =1 -0 CALE: 3 4 -1 0 J" APA RATED PLYWOOD SHEATHING CEDAR 6x6 POST SYP #2 6x6 POST w/ 8d NAILS 0 6"o.c. WINDOW WALL SYSTEM, #4 x 5" EPDXY DOWEL SEE ARCH. DWGS. 0 36"o.c. AT PERMETER OF POUR s 2x STUD WALL 2x6 STUDS @ 16"o.c. CONCRETE SLAB �:`..`"`` w/ PT 2x6 SILL PLATE ABU66 BASE ABU66 BASE REINF. w/ w/ (2) 2x6 TOP PLATE w/ (12) 16d NAILS TO POST w/ (12) 16d NAILS TO POST WWR 6x6 - W1.4xW1.4 w/ (1) J"0� EPDXY ANCHOR w/ (1) "0 EPDXY ANCHOR w/ MIN. 6 EMBEDMENT w/ MIN. 6" EMBEDMENT - x x x x x x X x" x-�=—x x x—x—x sc ........ 7 .......... .... . ..: . ....:. n, .... ..... , - , O 'DOWEL SEE B1 EXISTING CONCRETE SLAB � ``• '•', ' !UN �;EXISTING STRUCTURE2' 0"GE EXISTING STRUCTURE EXISTING STRUCTURE P OWEL S E B1M® EXISTING CONCRETE POOL WALL...:...., r' S. ® NORTD ATION DETAIL FOUNDATION DETAIL FOUDETAIL FOUNDATION DETAIL B3 B4AB B1 @ FAMILY ROOM ADDITION WINDOW B2 ERED PORCH COLUMN „ @ KITCHEN WALL OPENING @ FA SOPPING SL „ SCALE: 3 4 =1 —0 SCALE: 3 4 =1 —0 SCALE. 3/4"=1 0 SCALE: 3/4 '-0" TS4 COLUMN FOR TREAD DIMS., SEE ARCH. DWGS. w/ BASE PLATE J"x12'k1'-0" w/ (4) J"x16" A36 ANCHOR BOLTS FINISHED FL 14" NON-SHRINK GROUT FOR SLAB THICKNESS SYSTEM, III & REINF., SEE PLAN vi RCH. DWGS. 3 0 _...........__..._. _._... ... _ STAIR SLAB, x x x x x (1) #4 NOSING BAR FOR REINF. SEE DETAIL A ,.. a (TYP.) - w cn e- x� _ 8" MASONRY WALL FOR REINF. SEE DETAIL A5 EXISTING STRUCTURE #4 ® 12"o.c. EW o CONCRETE WALL ALTERNATE: w PROVIDE 6" THICK CONCRETE WALL, Ln REINF. w/ #4 ® 12"o.c. EW o • .A � v V REINF. FOOTING #5 x s' w/ (3) #5 BOTTOM EW (2) #5 BOTTOM ONRY WALL o ���"" " :INF. SEE DETAIL A5 w/ #4 0 12 o.c. TRANS. i�.i . .. 10" STAIR DETAIL WALL FOOTING DETAIL WALL FOOTING DETAIL WAL ,qI A2 A3 @ENT Y COLUMN A4 @ EN @ENTRY @ ENT Y STAIR SCALE: 3/4"=11-011 SCALE: 3 4 =1 -0 SCALE: 3/4'1=1 '-0" SCALE: 3/4"=11-010 ELEG MASTER Q RErESa TYPE d - SURFACE : 1 - N SURFACE 1_0 WALL M CHAIN 4 j , Ili 1 L 1 = SCONCE F-2 F-I RADIANT HEATING SYSTEM IN FLOOR I I I I — _ I. jr f I 9 4l I I I "- REF. L. _ a SPEC I C � DYVR - AL 42__-:- - m : _ CLOSET I10s DISPOSAL ; - SPECIAL IIIA ; 0 STEP LI __ - I I , I LIGHTING L TO OUTSIDE I l_ I -1 I 1 P r a�� v I i I 1 I III ( -P -rI i 10�I � e v € T 2, FAMILY ROOM \ A COHERED BACK O POWER _ . I i777 } - i PORCH ELECTRIC I Y _ IIII I � -I I _f _, L l i STAIR HALL i o1 ,"' — - I � 220V OU 'I 1 I I { k l I I 0 II i �' I DUPLEX IOq 4 � 31 2•�r4 1• •_3 -I INDICA LLI - - -I I :II ;'I �B DUPLEX KSP L _ OO R — — 5 SMART DUPLEX OVEN _ PAN I 3 - I A5 INDIG r I I I � I i ._ 42• I / FI T - 4 nq 1� ■II� DUPLEX i r 12" AFF ILI ' I F-2'" 2 IiIltlitlltll :IIEItIIIEIII � ( IIItIIIIII IIIA � REGE j RADIANT HEATING SYSTEM EQUIP. _ _ml THERMOSTAT OWOFF 5WITGH R-1 m INDICATE Q FLOOR I I I SWITGHE i r Q FLOOR 1— I f IIIIIIIII ff- I � - DINING ROOM _ 115V PO { l 107 R 2 -I O OUT5IDE �- . .. �1 I � LIGHTING I ❑-� DISCONNI a - 1I _ 17 — 1--� � REGE TYPE d _' I 1,. I �I II ROMEX t -[ ;- 61��, L � _ GL-I (IN T.V. UNIT) I III. GONGE I i, °li RADIANT HEATING SYSTEM IN FLOOR L - I it It --- THIN GO SINGLE P n It CLOSET I $3 THREE- IOTA .. ., --_ DIMMER I _ D UNLESS ts I ,_a I GALLERY L I V I N6ROOM Gin s 0 II $A AUTOMATIVA -- - - --__ -- '---: AGTIVA TI _p / 5WITGH - �_ _ � - � II - $f, SINGLE P COVERED FRONT , ..-_e__.m.. . .,..., , _ I I N ,. ,P4RG I .. r � f r �_ I i i PILOT LI { I .l GARAGE ----I'j1� JI � I - s -r CIL T O PUSH BUT I I I I j II 102A Ilj A G ABOVE . I I 4 , It 1A.F.s. ABOVE F Ir I y 11 i i yy III I' � G/W GENTERE i ul VESTIBULE —�1 GW_, GENTERE r; t 101$ I I C t I � II I ' + . - I I - I r I GFI GROUND - _ HG HORIZON I � C BACK I O.I.D. OUTLET It t III I WP WEATHE TELEPHO ' OFFICE I SUN ROOM 102 (E) 104 A.F.F. OR PON�R 0 TELEPHO I' R,DOM DA DATA mil Ij INDICA II I ® SPECIAL ,III• , ti �5 SPEAKEIQ TOILET F 50OPE OF DEMOLITION: DOOR c I. THE CONTRACTOR ALL COMPLY WITH ALL Q JUNCTION APPLICABLE FEDERAL, STATE AND LOCAL BUILDING ❑ MOTOR 2. THE CONTRACTOR ALL FIELD VERIFY ALL EXI5TIN6. ❑ MOTION I I QST FLOOR ELEGTib I GAL PLAN ELECTRICAL SYSTEMS AND CONDITIONS, PRIOR TO THE COMMENCEMENT OF K. ® GABLE E.I SCALE: I/4"=I'-O" T OR As I 3. THE ELECTRICAL ING5 ARE DIAGRAMMATIC. THE NORTH J... PROPOSED NEW ELECTRICAL WORK 15 REPRESENTED GABLE ' I `t O�T l 1 ON THE DRAWINGS Y. IN FLOOR POOL P 4. THE EXiSTII� ELEG IGAL POWER AND LIGHTING SYSTEMS TO REMAINARE NOT SHOWN ON THE 0 EMERGE DRAWING5. THE EXI TING ELECTRICAL COMPONENTS TP BE REMOVED ARE N T 5HOWN ON THE DRAWINGS, OS SMOKE UNLESS SHOWN ELSE ARE ON THE PLANS. OT 5. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THERMOS THE NEW COMPONENTS WITH THE EXISTING ELECTRICAL CIV FL SYSTEMS. DO NOTIFY PRIOR ELEGT ® MA5TER 5 0 REGE55ED TYPE d KI SURFACE M SURFACE M WALL MOUN CHAIN d 115 SCONCE FI 1- - - -� UN R-4T42" - �. a > SPECIALTY R-2 a - ` '� ® STEP LIGH i 0 F CF- - i + i FI GF-2 L D POWER PA / -V7 L' F— 4 ELECTRIC -- ': 220V OUTL T -� R-b' INDICA Y. DUPLEX D-P i R-3 INDICATED, HEATING THERMOSTAT �� II @B �1I5TEM EQUIP. OWOFF SWITCH DUPLEX RE D-PIII �5 SMARf3AjrKSPLA - DUPLEX RE / - -- -6 - �i - H A5 INDICA \ DUPLEX RE 12" AFF OR T • _, 42' REGEsSED I R-8 , I I T INDICATED t. � FLOOR DU R-8 EQ. EQ. III SWITCHED _...: III � 3'-0" I'� R-8 � � L w � � i � ', � FLOOR DU w 115V PO 1; � �� I Ey D15GONNE + GF-2 R-2 R-3 ` TRANSFER -5 RECESSED ACII `F i ? i -- TYPE # LE i` �' II —- If a� ROMEX G GONGEALE ' RADIANT HEATING R-3 2-S I i - � --- THIN COPPI st + 4 ` SYSTEM IN FLOOR A _ r SINGLE PO I -- a I ' $3 THREE-wA I I II DIMMER 5 DN. UNLESS NO r - $� GEILING F SPEED SWI L $A AUTOMATIC ACTIVATE OS _ 'R-I _ _ - SWITCH - � I , ( � $p PILOT PO PILOT LIG GARAGE Ji III ° { O PUSH BUTT A.G. ABOVE G � I R-2 A.F.5. ABOVE FI 42• -_ _. G/YV CENTERED erl _ m 0--�\ GYVG CENTERED - 7r GFI GROUND F R-8 R3 '�— R-3 Q HG HORIZONT BACK SPL DRYER WASHER O.I.D. OUTLET IN \ WP WEATHER iI= � GF-2 A TELEPHO 42 220 42 D-5 �iD-P O O A.F.F. OR SII � , LEPHON DA DATA OU R - I II _ INDICATE - - SPECIAL -3 R-3 R-3 4 o BA5EBOA _ . Q5 SPEAKS 5GOPE OF DEMO (TION: ❑ TOILET F I. THE CONTRACTOR SHALL COMPLY WITH ALL ❑ DOOR CHI APPLICABLE FEDERAL, STATE AND LOCAL BUILDING GODE5 0 JUNCTION 2. THE CONTRACTOR 5H L FIELD VERIFY ALL EXISTING ❑ MOTOR 1 5 6 0 117 FLOOR E L E G TR I G A L PLANT COMMERICAL SYS AND CONDITIONS, PRIOR TO THE COMMENCEMENT OF ❑ MOTION �.2SCALE: 1/4"=V-0" 3. THE ELECTRICAL ING5 ARE DIAGRAMMATIG. THE GABLE TE NORTH �'�D tEW ELEG IGAL WORK 15 REPRESENTED OR AS INI ON THE DRAWINGS ONLY. 4. THE EXI5TING ELEGTR GAL POWER AND LIGHTING GABLE TE 5YSTEM5 TO REMAIN RE NOT 5HOWN ON THE IN FLOOR DRAWING5. THE EXIs INC ELECTRICAL GOMPONENT5 TP ❑ POOL PO BE REMOVED ARE T SHOWN ON THE DRAWINGS, UNLE55 SHOWN ELSE RE ON THE PLANS. OE 5. THE ELECTRICAL CON TOR SHALL COORDINATE 05 SMOKE DI THE NEW COMPONENT WITH THE EXISTING ELECTRICAL SYSTEMS. THERMOS FLO E SPRINKLE . . . . .�� r :. 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Wp' h 1H V L i T , r r i - C J - u - I r � , , k z , r v , , I y r. _ r � . -�' '},:' •. , - - �' � Qatar_ .. .. ,, x cat , r4 f r °' - �� • Drawn r . ob,FF c ; Sheet c.4... •, > , " or. een , z d° 7 , v _ - L 5 t 1 s. r.:. .. . .. a r•o- - -x» '"�^`, �r _ ,r } , „ .� .. .y.n i,. .J F': ,�:5 .>i .• " :: ' .•X � k.� ri Y • �" w k.)Y R. 1' P �'d' ' . I a:. .. 11 . . ,*11 ,_ s ,' e . . . '_ - . L� ' 1 it `� x. _ . r.•#ArN-1R.f -,-4..•Rtl!1.1y.w u-0 tl i' �O . , . �� 51 RI~vlstoNs BY . /4"N P r-I+� fas . �, r �� , -Y4 J,:91 W-r A 1-F�4 -S-�!'/A,L_n Z . - - . I I . NOTES , 1_10 _All_:�, 15E&--- " ' . . . , .11 Y d• �F �' 1. . I�/� [- ' DESIGN CRITERIA ( ALL DESIGN PER �TANvARZD &IJIL,p1� � I x - . . I . . I � .-- . . . . i . s �'�'I .r. •aX- 1 4. • . 10. , �,' I��I Et�ITld-1 477 ---. I � ►rrl ;, _IIIp ` I lig ` ' I, LIVE LOADS ut� ����_� - N - 'U,_� A ... ; I . A. ROOF AND CANOPIES - -_ _ _ .I .. . B. FLOORS (LIVE LOAD PLUS PARTITIONS ) �o P, S.F \/�� ��l Eft I,�t , �° "�r' G 1 X-r,n C+ I="�C9 R. __, - - _ ". _. .... _.. _ _, _- � CD N -� r '' 2, WIND LOAD BASIC 110 MPH _ _31 P•S.F C\ I - 4. M1N► . - -- ..• _ - -• _ �`f� GC � i Q� �T _9 IN ACCORDANCE WITH SOUTHERN BUIL DING CODE- ~ ~ �� D E T A L D .ETA �- �j 3. ALLOWABLE UNIT STRESSE . DETAIL G � �rj �� G�V A. CONCRETE : DESIGN PER A.0 .i1 318 (LATEST EDITION ) CONSTRUCTION PER ACI 301 M ` (LATEST EDITION) . SLAB ON GRADE . _, - _ d.' - _.. _ _ - - fc' ... 3000 PSI ALL OTHER CONCRETE _ - _ ---- -.__ _ _ c 3000 PS1 �ti A _ _. _. �. _. _ .__ - -- - Q B. REINFORCEMENT A•S:TIM A --• q15 GRADE 60 & A-• 305 O 1' C• WELDED WIRE Pi1E11, SH A,S:T.MI A -165 D. TIMBER (DESlC1 PER . CURRENT (EDITION NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER ti W "Ai, AND ITS FASTENh�JGS ): ,tiLL Tllr-fe�rMt �Hr4�L. A �I MA Moly ►-� j to k"'ILN IRIEL7 (U,N,O) �a A-r 1 ,� , sU> F G p • I•.STt;.It" 1 . -6,`�.. 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'..,,7 1,.. . :.: ''. �7' . ,. ,w .. ..: ...,,::.. .9r w. .. - i' AF 0 T' GS . .. i x T 0 IN -.. _. � � � __.3 . -.1 - Y.' d "1 .�, - 111 1 1 . , L :. .,.. �. "-. rr. ±..' . 'QG .' a.. .n k : -. t SLABS . _. 3/4 ill� 11, W Z ;. ,.� I t� '.A' ..,t.r,: .. v, � ,F. W t. "', L1i.1 - 1 f. ux u1: :. w G•. . @ E AM S C1. . � �.. �r / OL (GVE MAICY REI 1 r p �,. r. x NG.... -. i . .,:�� . �� UMNS R NFORCI 2 w � ' x f ... NCL �_. G' W r - ri' - - p..: v► B S N G _ I1. v1 . E^: _. _. CENTERED i::� • , r 11 I '.ii�4 t;.: t. - � ,i �° 4 t 'SE LAN `t� L �. P �5f~ �!~AN 1. 5 �; �+ i �_ �; Z. ALL REINFGP,C MEN r r , - , , E T SHALL BE HELD SECURELY IN POSITION W!TH STANDARD A CE "'o •, C SSORIES DURING I; , ' u �TR11S �I , :' ,T� 5. 7= 2 "�' RV AC G CONCRETE . G T' U S PL IN 4F �0 ,? . 4 _ - .. i - , '. ' 1 1 yy .. . 3• SPLICES tN REINFORCEMENT' .WH :P r . .1z - 1 ' kRE ERMITTED, SHALL BE A� , FOLLOWS :.; 9 . 11 k T. e A. W ELDE'Q WIRE' P:!ESH �... - - :.._ .... 6" .; 1. I 1: . . , . .,:.b. - .-.• _ _ , , , . ." � �\/____ .--.. --,A ".- . , 1. 8:1. :: TEMPERATURE REINFORCEMENT;'., i-' _ r . ,p _D1. ,,. r C • OCKS - 4Q B R �•W • ..;^ -- D1A ', •fir' �..;,� �; ;,.� 4 • � I +'r ] . FT11T t. *: D. ALL OTHER ' -: -•- -,-� �.. �o BAR DIA :�q Y, ^'"' , , - - y 1 a r n:,: . 4► SEE : ME�CHAN.1"CALL ELECTRICAL , x, * . 11 t 5 AND PLUMBING DRAWIP.GS FOR OPENINGS,SLEEVES LTC. NOT CROWN ON t u, �; _, _ Q i� a7a :r" w �. �.fE � DRAwINis . .r ::�� .­,"'., ­. I ,� / x&. w [:�: w _.1 N , �� {I - __ - I . /___�_ ...-� ' '.. 71.fl, 5► CQNTR.�►G.TQR SHS . ALL PROVIDE AD A d U TEMP ARY AND N BRACING . _ ERECTEq, UTM 1 1 CARE SHALL BE TAKEN NOT TO OVERLOAD ROOFING MATERIALS IN ANY ONE AREA . BRACING 5E� FL. AN sae PLAN _ z ► ,a $ Qa ,, ,, • CCDM N TRUBS SUPS �. - RE E pATLONS` BY a ,: r SUPPLIER SMALL BE STRICTLY ADHERED TO. cv 0 . 6• SI�"E PI;EI'�.RA71q`I AS PER DETAILED REPORT BYE • It-llr�irtEo ' . TESTING CO. ..Ifc.tca..� t�.t t� FLORIDA a. Q ' �"ua -�! p o i - I ,r. ; - 1. . 7, F FOOTING. ELE.4� ;TlONS SHOWN' OCCUR IN A DISTURBED UNSTABLE OR UNSUITABLE SOIL THE ENGINEERS 4 1 1 � . V. 1..1 ISHALL 8E .NaT111rD. J W 11, T 4I I e, SPLIC I �. a ;� �S N TOP Rt. EIN�ORk,MENT $HALL BE MADE AT MID SPAN , �,,,, . : - . 4( . . . , , . . I I. , . . �! . I�.� 3► ,- 5 3�- 8 1=' t3' F -�k. 9 . SPLICES IN °OTTOM REINFORCEMENT SHALL BE MACE OVER SUPPORTS . I. Lu W W� I2. Is 12. 1. 10. PR VIDE l P tA ANSION JOINT MATERIAL WHERE SLAB-CN�-GRADE IS POURED `AROUND COLUMN �d� _W � ' � a 0 REMOULDED EXP,► al - d . FG T-- 3 � �' fAA - AND /OR AGAINST WALL°:., U.N•O ) . 9 o a (k� /� ,- U 4 � tai e r n ' t.ca h p I ' Y ;. W --- " � i STEPS IN id1ALL FG�OTMlOS SHALL NOT EXCEED A SLOPE OF ONE ( I ) VERTICAL TO TWO (2) HORIZONTAL - °L. P I-A.N - �C. :PL Ar N �: -- - . . 4 ' XPQS A C0 CT WITH GROUND SHALL BE PRESSURE TREATED ( N O ) . Lu ICL �. �, - Com• 7" US -� 12 ALL E BD TIMS�R l N NTA U W �y G 7 w p R S: T- 3L �. �" C3 G-11RPE� TRU SS GT- I ,, Y f•, I • , .M w_ \1 1, I I 13. MASONRY BLOCK WAS LS . . . < \ . , _ _ _._- T�Jy, Tl ;ttt =. 'GC2i ; A. HOLLOW GONCI~}ETE MASONRY BLC (S (C.M .U) SHALL HAVE ULTIMATE COMPRESSIVE STRENGTH (f m) NOT .. • ,:: " , .. k . .. . ,. _ _ - CONCRETE AS Y UNI ) Tr-c�?I - LESS THAN f50 P.S-1. (A'STM C-q0 STANpARD CON E M ONR T• Q T� , : „� sa 9• ALL CM, U S 04181 RZ. JOINT REINF.� 16 1 `�G ( EVERY OTHER COURSE). ' . _, ,A, MA LLS. SHALL 'BE f?ROViDED WITF� HO11 . - ry Rata 1 2 •; .. , % .. . JOINT REINF, �SH-ALL %ESE THIGH �T�NSILE S�"EEL (A S`TM A8.2-72 ) '' IIC �+ . ALL WIRE' T.O EE 9 GAGE ' SI DE 800 &9 GA. CROSS ROD HOT DIPPED C�ALI�AN 1 D Scare A= 1 SU� r ff pp ���� _ ESTE r1 .' TR J CONFIGURATIONS U (�AT�OI�iS T �.a . M�� 11 ZE AFTER FABRICATION t' "t ,._.� .--� MAUACTURER SHALI~ BE DUFF Tc 15 . L p �, �S�S ar�t,Y �� ••C WAL " OR EQUAL . raven EA THESE ARE SUGGESTED CONFIGURATIONS ONLY AND MAY BE ' ALTERED FOR DESIGN. REQUIREI`iIENTS AT THE TRUSS NI,ANUFACTURERS. OPTION. TRUSS1. - w '"� �""� `.'. .. C_',N IGU RATIONS & DETAILS HOWEVER S' BALL BE SUBMITTED TO THE STRUCTURAL ENGINEER. FOR APPROVAL.' PRIOR TO FABRICATION. ALL TRUSS SURESH PATE. AND ASSOCIATESINC• Job CONNECT!ONS, HANGERS , PLATES , SHOES, ETC- SHALL BE DESIGNED AND SPECIFIED :�O1. N DRAWINGS AND SHALL, BE SUBMITTED' FOR APPROVALTRUSS C41�lSULTING ENGlNE�RS L OAJS S c r shut IC7N DRAWING ,, INDICATING DC-SIGN , TRESSES, AND MEMBER 5IZES, SHALL BE DULY SEALED BY A REGISTERED PROFESSIONAL ENGIN EER ;. . . . r• �� '_��: IN THE STATE OF FLORIDA 8t SUBMITTED FOR ,APPROVAL . DIYENS IONS SHOWN SHOULD BE VERIFIED BY TRUSS MANUFACTURER r. . � i 2907 SPRING GLEN ROAD-JACKSONV"-LE • FLORIDA 32207 :j IL/ t•�' PH: 904-399-3634' Ot Shut, � ' . _____- . . _"1_1011 I'' I. 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Z � Z Y m H O 2 O 10 cn 00 U M z M V W �Vy a a U)' N LL N O O zV/ v) LL a � z J 10 Ix Z cc (� W C� s 1 (18.50) 19 20 21 22 23 24 24 .+.+ CL UZ ' t 25 I"" co Z Z o O Z i 0111Lu02 z� a t- 7 POOL DECK � xt z a Q J M EXISTING ARAG E -- • GARAGE w n. o 0 a. , 1 ` 22 ,. 17.19 � � I � � - -t- BENCHMARK SET I POOL �o X CUT 0.3' SOUTH OF GARAGE CORNER REST EXCE D I VE AY - + --- _-� V POOL DECK I ` cn Z3 W r t7 2TY Ll NIE Lu Q ,7 0 .�... .... 1 19 20 21 22 23 24 25 _ _ 25 24 23 22 � I W Z Q LL Lu Q IM cf) cm Q Dcc cz I SITE PLAN LAN JAN 2 81992 Building and Zoning H C R T H SCALE 1" = 10'-0" htl���C CITY OF ATLANTIC BEACH FLORIDA BUILDING PLANS LEGAL ADDRESS /cQ7 6e,4CH _AL)E ,#- RE# i LOC. ID # PERmIT #_�g 73 CONTRACTOR �� � ��. MAP TO SHOW SPECIFIC PURPOSE SURVEY OF A PORTION OF GOVERNMENT LOT 1, FRACTIONAL SECTION 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA. CERTIFIED TO: STEVEN Y. LEE, M.D. Ar .. J� S 887 6'00" E D.N.R. MONUMENT �Q R-41 I 85.00' OCEAN VILLAGE ONE, CONDOMINIUM I OFFICIAL RECORDS VOLUME 3710 PAGE 631 N 89'45 10 E 373'± (18.5) ( ) (21 , 22,4) (23. 0) (24, 0 24. 7 ( ) 4 4 7 I 226.0' � 118.45' I.p. PARCEL "B" PARCEL "A" o, b, 0 o� a� b� p-, �� ,�� 2, 2� I I 0' ti• •�• �• a a' a' h• h a a' ,3 COASTAL CONSTRUCTION 1 STORY BLOCK En L1 L~ L. L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 CONTROL LINE GARAGE C I �� ,�b 1� • ,Lo 22 2l 10 2P 10 2a q� Za 2a Za• 10. 1,l W ` L LLIP' I W x I • o U 0 LO CONC o� o,� b� g� ti� �� �� �� p, b, �, �, a, h, ,L, O b b o 3 a a a a a 2 I L� Lti Lti L2 L2 L2 L' L' L2 L2 L2 L2 L2 L2 LI L2 Lo BENCHMARKbo � SET X CUT 0.3' SOUTH -2 C 2 0 OF GARAGE CORNER W `� g� b� az) b1 o ELEVATION = (17.19) c ,�� ,��' 1� Zti' 23' Za 2a' Za pL L L L L L L L L L L l L L L L ., 23' EASEMENT FOR INGRESS � �� �2 oa �0 �o as hti h� ha ha h2 a� as a� ti ) EGRESS AND UTILITIES Lti L,' L,' L2 L2 LZ LZ LI L2 L2 L2 L2 L2 L'L L2 L2 226.0' 55.07' (1713 0 X 17.26 X 19. 0 (20.2) (21 .8) (23.4) (25. 0) (25.6) (25.6) (25.5) (25. 1) (24.8) (24.8) (24.5) (24. 1) (21 6) 129.39' N 89'45'10" E I.P. 373'± O 4- �' 0 N f- r C� w 0to IS a 0 b CD CD I Z o maw zo a -e- "o? I W Z W Zsw o OL)10 ` w o LOT 80A LN88*16'00* W ui NORTH ATLANTIC BEACH UNIT 3, R-C-B-S CORPORATION PLAT BOOK 15 PAGE 93 17.00' D.N.R. MONUMENT R-42 20th STREET NOTES: 1. THIS IS NOT A BOUNDARY SURVEY. LEGEND: 2. ELEVATIONS ARE SHOWN THUS: (24.4) AND REFER TO U.S.C. do G. DATUM. I.P. IRON PIPE 3. REFERENCE BENCHMARK IS FLORIDA DEPARTMENT OF NATURAL RESOURCES COASTAL FD. FOUND CONSTRUCTION LINE MONUMENT 72 81 A16. ELEVATION 10.879 U.S.0 k G. CONC CONCRETE 4. ELEVATIONS TAKEN IN AREAS WHERE EARTHWORK WAS IN PROGRESS REPRESENT THE I CERTIFY THAT THIS SURVEY WAS MADE UNDER MY SUPERVISION AND MEETS THE -X-X- FENCE AVERAGE NATURAL GROUND. MINIMUM TECHNICAL STANDARDS SET FOURTH BY THE FLORIDA BOARD OF PROFESSIONAL U.S.C. do G. U. S. COAST AND GEODETIC SURVEY 5. NO IMPROVEMENTS WERE LOCATED BY THIS SURVEY. LAND SURVEYORS IN CHAPTER 21HH-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO FRANK JONES & ASSOCIATES SECTION 472.027. FLORIDA STATUTES. D.N.R. DEPARTMENT OF NATURAL RESOURCES 6. THE PURPOSE OF THIS SURVEY IS TO PROVIDE VERTICAL DATA TO DETERMINE THE AVERAGE LAND SURVEYORS AND LAND PLANNERS GROUND ELEVATION OF THE SITE. 8859 SAN JOSE BOULEVARD JAN 2v ljjl- FRANK W. JONES, R. JACKSONVILLE. FLORIDA 32217 FLORIDA REGISTERED LAND SURVEYOR NO. 2772 DATE: JANUARY 10, 1992 SCALE: 1" = 20' wilding and Zoning PRINTS OF THIS SURVEY ARE NOT VALID UNLESS EMBOSSED WITH THE SURVEYORS SEAL W.O. NO: 92002 DWG. NO: 363-D F.B. X5-74 cj�A-ow.7 NO.1858L.24%36 MAP TO SHOW BOUNDARY SURVEY OF PARCEL 'A' PARCEL 'B' EASEMENT FOR INGRESS, EGRESS AND UTILITIES A PART OF GOVERNMENT LOT 1 , FRACTIONAL SECTION 9, TOWNSHIP 2 A PART OF GOVERNMENT LOT 1 , FRACTIONAL SECTION 9, TOWNSHIP 2 A PART OF GOVERNMENT LOT 1 , FRACTIONAL SECTI❑N 9, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA AND BEING MORE SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA AND BEING MORE SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWSI COMMENCE FOR A POINT OF PARTICULARLY DESCRIBED AS FOLLOWSI COMMENCE FOR A POINT OF PARTICULARLY DESCRIBED AS FOLL❑WSI COMMENCE FOR A POINT OF REFERENCE AT THE NORTHWEST CORNER OF LOT BOA, NORTH ATLANTIC REFERENCE AT THE NORTHWEST CORNER OF LOT 80A, NORTH ATLANTIC REFERENCE AT THE NORTHWEST CORNER OF LOT 80A, NORTH ATLANTIC BEACH UNIT 2, R-C-B-S CORPORATION, ACCORDING TO PLAT RECORDED BEACH UNIT 2, R-C-B-S CORPORATION, ACCORDING TO PLAT RECORDED BEACH UNIT 2, R-C-B-S CORPORATION, ACCORDING TO PLAT RECORDED IN PLAT BOOK 15 PAGE 93 OF THE CURRENT PUBLIC RECORDS OF SAID IN PLAT BOOK 15 PAGE 93 OF THE CURRENT PUBLIC RECORDS OF SAID IN PLAT BOOK 15 PAGE 93 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY, SAID CORNER BEING THE INTERSECTION OF THE NORTH LINE COUNTY, SAID CORNER BEING THE INTERSECTION OF THE NORTH LINE COUNTY, SAID CORNER BEING THE INTERSECTION OF THE NORTH LINE OF SAID LOT 80A AND THE EAST RIGHT OF WAY LINE OF SEMINOLE OF SAID LOT 80A AND THE EAST RIGHT OF WAY LINE OF SEMINOLE OF SAID LOT 80A AND THE EAST RIGHT OF WAY LINE OF SEMIN❑LE BEACH ROAD, (COUNTY ROAD NO, 608) ) THENCE NORTH 0. 14'50' WEST BEACH ROAD, (COUNTY ROAD NO. 608) 1 THENCE NORTH 0' 14 '50' WEST BEACH ROAD, (COUNTY ROAD NO. 608)) THENCE NORTH 0. 14 '50' WEST ALONG SAID EAST RIGHT OF WAY LINE 175. 0 FEET) THENCE NORTH ALONG SAID EAST RIGHT OF WAY LINE 175. 0 FEET) THENCE NORTH ALONG SAID EAST RIGHT OF WAY LINE 175. 0 FEETj THENCE NORTH 89'45 ' 10' EAST 326. 0 FEET TO THE POINT OF BEGINNINGI THENCE 89'45 '10' EAST 226. 0 FEET TO THE POINT OF BEGINNING] THENCE 89.45' 10' EAST 303. 0 FEET TO THE POINT OF BEGINNINGI THENCE NORTH 0'14 '50' WEST 39. 0 FEET1 THENCE SOUTH 89'45 ' 10' WEST NORTH 0' 14 '50' WEST 75. 0 FEET] THENCE NORTH 89'45 '10' EAST NORTH 0' 14 '50' WEST 39 . 0 FEETI THENCE NORTH 89.45 '10' EAST 27. 0 FEET) THENCE NORTH 0' 14 '50' WEST 36. 0 FEET] THENCE NORTH 73. 0 FEETj THENCE SOUTH 0' 14 '50' EAST 36. 0 FEETI THENCE 23. 0 FEETj THENCE SOUTH 0'14 '50' EAST 39. 0 FEET) THENCE SOUTH 89'45 ' 10' EAST 400 FEET, MORE OR LESS, TO THE MEAN HIGH WATER NORTH 89'45' 10' EAST 27. 0 FEETj THENCE SOUTH 0'14 '50' EAST 89'45' 10' WEST 23 . 0 FEET TO THE POINT OF BEGINNING. LINE OF THE ATLANTIC OCEANS THENCE MEANDER SAID MEAN HIGH 39. 0 FEET] THENCE SOUTH 89'45 ' 10' WEST 100, 0 FEET TO THE WATER LINE IN A SOUTHERLY DIRECTION 75 FEET, MORE OR LESS, TO POINT OF BEGINNING. A POINT WHICH LIES NORTH 89'45 ' 10' EAST FROM THE POINT OF BEGINNING) THENCE SOUTH 89'45 '10' WEST 373 FEET, MORE OR LESS TO THE POINT OF BEGINNING. CERTIFIED TO, STEVEN Y . LEE AND TONYA M. LEE BARON BARTLETT TITLE INSURANCE COMPANY OF MINNESOTA Ar SUN BANK OF NORTH FLORIDA N.A. J� S 8816'00" E D.N.R. MONUMENT R-41 85.00' OCEAN VILLAGE ONE, CONDOMINIUM OFFICIAL RECORDS VOLUME 3710 PAGE 631 I N 89'45'10" E 73.0' N 89'45'10" E 8 I N 89'45'10" E a4• o.s sET 1/z• I.P. FD. 1/z" I.P. I 400'f -x x x x x x -X-X- x x x x x x z x x x x x-�0.6' PLS 2772 o.Ts' I FD. 1/2' I.P.j ; iv in 145 45 0 14.95' FD. X CUT L26.G 0.5' d o W 1y 3 - A/C 0.3' `<:- - , 0 b 0 6.9 1.5 ON BULKHEAD x x 8.0' 32.0 n C 66.4' ci ci 1.3 I I I I 1.2'0 GAS METER - I O a S.12-"'n 8.1• SET 1/2- I.P. p 17.4• 1 STORY BLOCK WITNESS iv p 4`. I GARAGE RED CAP 2772 "4 gD 5.4' _ /9g O C N •9� 13 2• 1` o cv S ' p I I ri Z } c Ix C4 k" N 29.0' y I az -1-0. N _ CONC. m t3' 5• L: sa IW _ w19.8 PARC 5' 1EL A CONCS 8941.9' 6.2' o 11.2' 1.5' o I O 0'23. WU W CONC. 2 STORY MASONRY iv 0. ci 3i of 3 yI tp QT S 1 i it NO. 2127 N bo 0 Z I rj c PARCEL "B" *b z d,. des'/` N 6 N Z I o I E+ p O I� C 17.3' 4.8' o ~ p Q> 1 D.7 I w z F o p M 3.3' b 1 H COASTAL CONSTRUCTIONCL E-4 � � � � -f CONTROL UNE I SET 1/2• I.P. °d 1 FENCE CORNER 21.1' as 11ATNESS 34.2' 37.2' OR I ON LINE 0.7 CONC. W OR RED CAP 2772 b b 226.0' 2' 2' X 2' MASONRY CONC. GW a 0.1' 6 FD. i/2' I.P. SS.07 PIERS 11.8' 0.5' MASONRY WALL 0'1• 129.39' FD. X CUT -- 25.62' ON BULKHEAD i N 89'45'10" E -^�x x x x x x�`1 CONC. P.P.16 SET PK NAIL NCOR � FD. 1/2" I.P. 3 POINT OF BEGINNING N 89x45'10" E 100.0' PLSC0772FOOTING UNE ,.4• x 1.4' BRICK PIERS N 69'45'10" E o.s' PLS 2772 373'1 " 0.7 BRICK WALL I p PARCEL e" POINT OF BEGINNING N 4'48, ,MOOD FENCE ON TOP wood DECK W r POINT OF BEGINNING EASEMENT PARCEL "A' d o Q 7 r dp I�Yo W 0 z ago s 0>"O O O OFFICIAL RECORDS VOLUME 5119 PAGE 285 U Q m m Z Ln OFFICIAL RECORDS VOLUME 5555 PAGE 2173 O o I r, 0 mow Z o pap'., 4 o d ZOZ j W Z o LEGEND: pY�m v O. o I.P. IRON PIPE FD. FOUND W CONC CONCRETE -X-X- FENCE POINT OF REFERENCE D.N.R. DEPARTMENT OF NATURAL RESOURCES A/C AIR CONDITIONER GW GUY WIRE PP. POWER POLE o LOT 80A LN88'16'00" W Ui NORTH ATLANTIC BEACH UNIT 3, R-C-B-S CORPORATION _fl PLAT BOOK 15 PAGE 93 17.00' D.N.R. MONUMENT R-42 FD. 1/2' I.P. PLS 1674 20th STREET RECHECKED MAY 21, 1993 - AS BUILT (93078). RECHECKED APRIL 29. 1992 - FOUNDTIGN ONLY (92064). NOTES: REVISED MARCH 12. 1992 - DESCRIPTION 1. BEARINGS SHOWN HEREON ARE BASED ON COASTAL CONSTRUCTION SETBACK UNE AS ESTABLISHED BY DEPARTMENT OF NATURAL RESOURCES MONUMENT R-41 AND R-42, AS SHOWN ON PLAT RECORDED IN PLAT BOOK B PAGES 24, 24A, 248, 24C, 24D AND 24E. I CERTIFY THAT THIS SURVEY WAS MADE UNDER MY SUPERVISION AND MEETS THE 2. EROSION CONTROL LINE RECORDED IN PLAT BOOK 35 PAGES 59, 59A AND 59B WAS LOCATED BY I CERTIFY THAT FLOOD ATPROPERTY SHOWN HEREON UES WITHIN ZONE IO X. AO PAS SHOWN ON COMPUTING ITS LOCATION IN RELATION TO THE COASTAL CONTROL SETBACK UNE. MINIMUM URVEYORSTECHNICANSTCHAPTER 21HHANDARDS SET F6, FLORIDA ADMINISOURTH BY THE TRATIVE CODE, PURSUANDA BOARD OF PROFEOTNAL SURVEYORSTO FRANK A D LAND PLANNERS SES 3. COASTAL CONSTRUCTION SETBACK LINE WAS ESTABLISHED BY HOLDING TO MONUMENTS R-41 AND SECTION 472.027, FLORIDA STATUTES. D FLOOD INSURANCE RATE MAP DATED APRIL 17, 1989 FOR COMMUNITY NO: 120075, AND R-42, AS SHOWN ON PLAT RECORDED IN PLAT BOOK B PAGES 24, 24A, 24B, 24C. 24D AND 24E. 8859 SAN JOSE BOULEVARD PANEL 1 DUVAL COUNTY, FLORIDA. 4. THE HIGH WATER LINE SHOWN HEREON IS APPROXIMATE ONLY AND DOES NOT REPRESENT A JURISDICTION % JACKSONVILLE, 32217 LINE AND WAS NOT LOCATED IN ACCORDANCE WITH DEPARTMENT OF NATURAL RESOURCES PROCEDURES ��v� JACKSONVILLE, 448 FLORIDAL 5DA MAY 2 71993 SPECIFIED IN CHAPTER 16-3 FLORIDA STATUTES. 5. NO UNDERGROUND UTILITES, FOUNDATIONS OR IMPROVEMENTS LOCATED. FRANK W. JONES. JR. DATE: JANUARY 16, 1992 SCALE: 1" - 20' FLORIDA REGISTERED LAND SURVEYOR NO. 2772 W.O. NO: 92005 DWG. NO: 364-D Building and Zoning PRINTS OF THIS SURVEY ARE NOT VALID UNLESS EMBOSSED WITH THE SURVEYORS SEAL F.B. X5-3,58.73,78 X55-26 X66-1 'IrTELEDRNENA710NAL NO.105OL-24X36 - s KIP-PPC - TEMP001 .TIF - 03/ 14 /2002 11 :39 :34 AM KIP-PPC - TEMP001 .TIF - 12/06/2001 10 :09 :50 AM � ��,..rr.�..-.MnW.NY•.._r...•f I.rn... t. h.w.1.�M�—A_1 N N til U- (p itv LLU U > u U � a0 � U ° Q hl oz a°. FINISHED GRADE LY ELEVATION = 22.00' FW- e z — w00JU � Q JU Q POOL DECK VARIES =-WTO 2m'-s* - lid tQ z olo EZ NEW PROFILE o 'S 12' VERTICAL EACH FACE W/ ELEVATION = 22.00' STANDARD 90° NOOK 9 END. z_ 14 0 12' HORIZONTAL- EACH FACE d , W/CORNER BARS TO MATCH 24' o N BACKFILL d COMPACT 24' w/CLEAN EXCAVATED FELL. i= a P. COWER BAR \ d p NEW CONCRETE RETAINING WALLcl ly ELEVATION = 11.50' I >� uj APPROXIMATE NEW PROFILE u v ! — -- STABILIZE W/SOD OR SEA OATS —� LLI } --� ILI 4. APPROXIMATE EXISTING PROFILE o \ APPROXIMATE NEW PROFILE 3'-2' tot ELEVATION = 16.00' STABILIZE W/ SOD OR SEA OATS16 V , ! d - ROUGHEN SURFACE V u EXI6TIW% 24' CONCRETE 5ULK14EAD 8 - �4 BARS=4TNI.lCUS1 4 12' TOP ml STANDARD 18V NOOK EA.END _ _ \ W/ CORNER BARS TO MATCH ELEVATION = 16.00' ELEVATION = 1361' e o o o • o • PROFILE w/ RETAINING WALL. LEvEI. d COMPACTED u g SCALE: 3/4'=1'-0' _ BASE TYPICAL. 12` BOTTOM b RE01"AINING W iu SCALE. } }12 -} W PROVIDE MIN€M!M 3 COVER OVER ALL. REINFFORCthr � Q o Q :u u w � . a � I JOB NO. u� DRAWN: MAR Q i i_ DATE: SCALE, AS NOTED 1 DRAWINGS NO, r .:t.'._._. •.e r•+,.r.-•.a..�,a...«.,-...�....._.._.�,.-_.....-..•-.�.�..s._.»�--..s s.•+-nwo-._....rwa:a......�,,....cc-.�.R-saw+.�rs.w...--r�....-..r..e•�..rs-r..-..a.-.vgsxn-.-�r_ao-�.-.c K:w.rn«._..«,-.-_.K+-.,....�..r....s...r.a.n..�.+..w..�+.awa.-t.•r..... ... :...y.�..«.s•-•-+s�.w......+srsv -w.-rv..-+wrs+.,..r.+....aa.+s.iww..�s.�•... ...+ .ww._.+..-+-.._r..sr+.*r•r.+-.r�.+asn...�...�.-..w:.......+.ss.+� xa.�.n...� +++rs..ns���-....�.---.�.........mr-..w+w--.-+ww.w....w«-.^v.....w+�-...+.....ir•-.+.......,._...,..,-r,:�s. -..,�... ...s......r.o...v.--......«...ra...�fs«.....s..sr'...�.r.f��..M.....++.n .. _rte - I I � N � 0 N W cr pLn4' 2-2 X 10 STRINGER H C� 4 X 4 P05T 6'-O MAX Z3 LL m PON cn = m .4 N ELEVATION = 22.0' 2 X 6 DECK uQi 2'-00 low SLOPE J 0 X > -:i Q o 2 X 6 DECK O Z W w f-- u w 5 /8' X12' 1 Q z 0 HEX HEAD BOLTS • Q �- Q W/ NUTS d WASHERS o z Z NOTCH STRINGERS IN - 1-"5 CONT. 2-2 X 10 BETWEEN STRINGERS W 0 FIELD TO REST ON N 4 - "4 DOWELS QUA S w/ (3) 3/4'� EXPANSION ANCHORS Z P N�� U EQUALLY SPACED w/ 4 3/4 EMBED p BEAMS D WEL EQUALLY PACED cn �„ Q 10' 2- 5/8' HEX HEAD BOLTS W >- N z 10' 1'-6' w/ NUTS t WASHERS l7 WNN Q U1 p p DBTI DECK 32' e w CL z m m BOARD TIE - i EACH END TYPICAL Ytuq �X 5/8' X12' 2 X 12 BENTS N Q � -� HEX HEAD BOLTS 2 - 2 X 10 STRINGER NEW CONCRETE RETAINING WALL Q W/ NUTS 4 WASHERS SEE SHEET 5-3 FOR REINFORCING 0 2-1/2' / � m WALL MAXIMUM RAMP SLOPE NOT BOLTS E DE'I�`TO EXCEED 20%. PER TYPICAL z AIL CITY OF ATLANTIC BEACH a ORDINANCE NO. 25-26-29. STRINGER SPLICES a <r 0 c z TYPICAL RAMP IDETAIL Z u N �- c 2-5/8' tu 41-11 BOLTS BOLTS � TYPICAL TYPICAL 0 _uj ~ BENTS 4 X 4 POST 2' X 6' W/ 4' X 4' —1 x 4-12D ANNULAR NAILSOST PROVIDE RAILING UNTIL BOTTOM OF uU P OF WALKOVER STRUCTURE IS WITHIN _ LU TYPICAL Q WOOD 25' OF THE TOP OF THE DUNE. > > POST H 0 O 0 2' X 6' - NAILED CONNECTION DECKINCx z �; REFER TO 'WALL END DETAIL' As�a'O '��a'p �a'� U o - � � U 2 EA. 5/6' X 12' tu ---� HEX. BOLTS WITH ca NUTS 4 WASHERS w o N O ol REFER TO 'RAMP DETAIL' REFER TO 'RAMP DETAIL' w N l'-6' MINIMUM MAXIMUM RAMP SLOPE NOT TO EXCEED 20%. PER Q 2'-1' MAXIMUM 2 BENTS2 ° ° OITY RDIANECH CE NOT125-B26A2a ° - -- -- - _ ° Q cl LLI u N `" W TYPICAL BEACH PROFILE Q 6 z � =3 I I z W IL Ck TO C 6' TYPICAL J p p z (4X4 P.T. POSTS) zd � u `" PROVIDE 2x6 X-BRACING 15T d 2ND POSTS FROM WALL FASTEN w/ 5/8'0 HEX HEAD BOLT uj w/ NUT # WASHER e W tu IDUNE WAL<0VER ELEVATION NOT TO SCALE j z z ul JOB NO. 3 5UGGESTEID TYPICALDRAWN: MAR p THESE CON8TR11CTION ARE N COhft"%CE WN STANDARDS ESTAMSED N SECTIArS 168 UM,FLORDA ZMNISTRAMS CODE M MAN WW+01;a REST M SYSTB'I 12-5-01 NAS BEI:T1 N TN SECTION 6 OF TIE ASCE 1-93 MNMM DEWN LOADS FOR 8111LDNGS AND OTMR 67RJCIIJREB'FOR A IMM WND SPED OF IV MILES PER NOIR DATE: TYPICAL 6ECTION 66FLICE LAYOUT ``\ r •IEL err � ,1�'j THE E>aCEPT DOORS,WNDOWS AND ROOF 6NNGLEB TWIR 118E L9 pJCOWOftgTED NTO hE DE6M,4Np SPEGpCA,TIONg WITH SCALE: AS NOTED � SEECTWN 6 �j LOADS FOR SU LDNG9 ANS OTHER S1T�i1CTLl�ES',TO WM45TAW DE WND LOADS ASSOVAM WN A MNMM BASIC WaD SPEED OF� • I I 1' 167 3 6 ; -= DRAWINGNO. I �t_r � 1�'••° ► .``�— —————————————————————— J NADEEM , ':, , v� �,•;; DATE — 2 f/i/ KIP-PPC - TEMP003 .TIF - 03/ 14 /2002 11 : 39 : 34 AM KIP-PPC - TEMP003 .TIF - 12/ 06/2001 10 :09 :66 AM iN A 1L ( N J lit FOOL. 4 FOOL. DECK PROTECTION NOTES. -� �, �• u> o I. CONTRACTOR TO DRAIN POOL $EFORE EXC:AVA I ION. -� 3 1tf cv �- ? ,COA TAL CONSTRUCTION 2. GROUND 5TA5ILIZATION IN NORTNEA6T CORNER: COI~( ROL LINA K A. CNEMIGALLY GPOUT SOIL TO A DEPTHOF 10 FEET I3ELOLU ° p 5—XISTING raRADE. -1 X r x o� X U, B. SAWC;UT, REMOVE $ REPLACE POOL DECK A5 REQUIRED LLJ cl a v �' p IL DURING CON5TRUCTION. I � � 01 o o Q� ri Lu r4 n N 89045110""' E $-m' 400 j to 4.i t (23.5) �, 22.1 T.S. >_ a (23.00) oo" 1 REMOVE ' EXIST. WOOD s ; Q ur (� to 42) STEPS [\� lu (23. 42) (23 1? NEW CONCRETE_. RETAINING WALL� / n n�. SEE DETAILS SWEET 5-3<4 yv} j ,1 �1 -c 44 \L 1 '•J% 13" SAC3AL PADA WOOD DUNE WALKOVER I II) ' C3� ® PROVIDE RAMPS AS REQ'D It )3 3?) N `J FOR TOPOGRAPHY. ; , o _ 1 .` rl o SEE DEtAILS SHEET 6-2 z � a ,� I 2 STORY M SONRY a- a ►�-a NO. 2127 ._ I � � v SEE L U FUTI3RE NEW 4' CCNCRETE ! —+- ? (?.-1.-46) D DEN l SIDEWALK � : ! U 1(2313_1 22.7) ' ``22.9` (23 � '7� ��� 1 EX15T.24` CONC.BULK4EAD ! BENCH MARK �. ( NAIL IN 10 PALM ` ,2.7. ) 1 f ELEV. 25.29 1 ,� A ! l a sA e ALIS t (24.4 9 4 --- N T.S. ---._—_.— _r f — -- Nb ul 22'-0' . x tuLs 7 O � g PARTIAL. ENLARGED 51TEE PLAN !L� NOT TO SCALE 0P OFFICIAL RECORDS VOLUME 5555 PAGE 2173 Ico i r z zi u � . o � . a jaFt[ERL NOTES ANP QESIGN CRITERIA I� �1 STANDARD 13JILDING CODE (1551 EDITION),ACI, a> ATIC,MDS, AWPA, (LATEST EDITION). 2. LIVE LOADS: I 7- PECK DEC ___..___ 40 PSF OrL 3. WIND LOADS: (110 MPH ZONE) i !Y. 5A5IC VELOCITY PRESWRE r..-_._.......25 PSF D 4. MATERIALS: p Q CONCRETE (NORMAL WEIGHT - 2& DAYS): ttt RETAINING WALL 4 FOOTING—_ ...._........----3000 PSI REINFORCINC-s: ASTM A615,GR. 60 lit ALLCWA5LE SOIL BEARINS PRESSURE A55UMSr -._2000 P5F LL.�'I3ER: � us x WOOD CONSTRUCN0N IN ACCORDANCE WITR CRAPER 11 j APPROVED Q OF THE STANDARD BUILDING CODE. CITY OF ATLANTIC BEACH SOUTHERN - YELLOW - PINE,MC 15,NO. 2 i u1LD1r1G OFFICE 7 ALL MEMBERS MUST 5E PRESSURE TREATED I MAR 2 2 2002 us iE CONNECTORS: i J05 No. 11573 u ALL MECHANICAL CONNECTORS SHOWN ARE BY 'SIMPSoN' AkV IT 15 F-ECOMMENDED THAT THEY BE I DRAM: MAR AT LEAST 'Z' COATED OR STAINLESS STEEL To REDUCE MAINTENANCE EXPENSES. ALL OTHERS MUST BE HOT DIPPED GALVANISED. DATE: 12-5-01 r• . 0. -SCALE. AS NOTED } DRAWING NO. t i •