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i y 1 y 51 411 N 'Q 0 3 0 3 O 4 z m a in TOP OF MANSARD ROOF Bottom OF m Z MANSARD ROOF 9 0. �oz o E o�o ID BACK OF EXISTING BUI GAURD RAIL - 42" HANDRAIL w 33" AT STAIRS EXISTING LANDING AND STAIRS RISERS TO ME M 'I" IN HEIGHT WITH 10" TREADS 1 011_31 4 31' lYb" RELOCATE REAR WALL AT NEW LOCATION 33' 3�411 REAR WALL 16'6" ABOVE EXISTING CONCRETE SLAB IN BUILDMG. REAR WALL SETS ON TOP OF A 8" BLOCK. THIS WALL WILL BE REMOVED TO ALLOW FOR EGRESS ACCESS FROM BACK OF THE BUILDING., CUT AWAY SLAB FROM NEW WALL LOCATION BACK TO REAR WALL AND REMOVE TOP COARSE OF THE WALL TO ALLOW FOR WOOD DECK TO BE BUILT OVER THIS AREA. SEE BUILDING CUT SECTION DETAIL 5-1 1 411-41 411-31 411 EXISTING TRUSS GIRDER EXISTING TRUSS GIRDER ----------- --------- •--•-• :z_---.......--::.-_-_.:...... - •... _ •_ .....• _ - --•-.----•------ --•-----•----- - r - _ --------------- EXISTING CANTILEVERED TRUSS END BEYOND BEAM TO BE REMOVED. SEE BUILDING SECTION DETAIL S-1 33, 9lo" 23t Or4" EXISTING TRUSSES TO BE CANTILEVERED FROM NEW WALL LOCATION SEE BUILDING CUT SECTION DETAIL 5-I 31' 054" rifiii�-riiiiuiiiiiiiii riiiiiiiiiiiiiii. iuiiiiiiiiiiiii iii.,•�iiiiiiiiiii � - - _— , iiiiiiiiiiii i O �iiiiiriiiiiii riiiii�iiii : O ; riiiiriiiiiiiiii iiiiioiiii� i :.- _- - = = ,-iiiiiiiiiiiiii ii�iiiiiiiii s— z iiiiiiii r1 � � ® MIN 1100 .41 o ,. Oz � 1 (L (TYP) SANITARY LINES INSTALLED AT lu iu THESE AREAS FOR FUTURE RESTROOMS M ff SLAB ELEVATION CHANGE I o 4Nt LL LL d NEW S" STEEL STUD FRAME WALL, THIS WALL or TO BE 2 HOUR FIRE RATED WALL FROM SLAB TO BOTTOM OF ROOF DECK. WALL TO HAVE R-IS FIBERGLASS INSULATION WITH (2) LAYER 1 5/&" FIRE RATED GYPSUM BOARD EACH SIDE ` SEE U.L. DESIGN DETAIL ON SHEET B 3 EXISTING TRUSS GIRDER EXISTING TRUSS GIRDER ----------------------------------------------------•---------------- ....- - - - - - ... - -- ' - ..... - - - - EXISTING CANTILEVERED TRUSS END BEYOND BEAM TO BE REMOVED. SEE BUILDING SECTION DETAIL 5-1 lJ 1 1 1 t ®1 1 I 1 1 I CUT OPENING IN EXISTING WALL. NON LOAD BEARING WALL WORK AREA ---- — ------ -- -.. _ ---. ....:5__"Z_.... --_... .._ .. _ _ ......_ _ ._........ _ .:...:. EXISTING 2X8 WOOD FRAME WALL. THIS WALL TO BE CONVERTED TO A INTERIOR 2 HOUR FIRE RATED WALL FROM SLAB TO BOTTOM OF ROOF DECK. WALL TO HAVE R-1-3 FIBERGLASS INSULATION WITH (2) LAYERS 5/8" FIRE RATED GYPSUM BOARD SET NEW SUPPORT COLUMN AT THESE LOCATIONS TO CLEAR EXISTING FOOTING o EACH SIDE. SEE U.L DESIGN DETAIL ON SHEET B 3 CUT OPENING IN EXISTING PAD OF EXISTING BUILDING COLUMNS, WALL, NON LOAD BEARING WALL UNIT "8 UNIT " f UNIT "6 ol UNIT "5 UNIT "4 UN1T •3 , , UNIT "2 32' 07ha" 33' 115/4" 34 5V:2° 31' 85/4" 32' 0%4" 24' 111 23' I1%u OPEN OPEN OPEN - OPEN OPEN ----------------------•.------------------------------------------------ ------------------------ ---------------------- -- ---------------------------------------------- -------------------------- ------------------------------------------ •.----------------------- ---------------------------------------- •------------------------------------------------------------------------------------------------- t.2" i ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -- -- ----------------------------- COVERED SIDE WALK LINE 32' 076 33' 115/4" 34' Ste" 31, 03/4" 30' 0i4" 20' 1" EXTERIOR DOOR AND WINDOW SCHEDULE A GLASS STORE FRONT UNIT 6'0"X6'8" GLASS DOOR IN CENTER WITH FIXED GLASS. GLASS STORE FRONT UNIT FIXED GLASS ® OPENING 19' 11 1/2" WIDE X 9' O" TALL (V,I.F,) OPENING 18' O 5/8" WIDE X 9' O" TALL (V,LF.) WIND PRESSURE: + 30,00 - 36.10 WIND PRESSURE: + 30,00 - 36.10 GLASS STORE FRONT UNIT FIXED GLASS 3'0"X6'8" FLUSH STEEL DOOR WITH KD STEEL © OPENING 20' 1" WIDE X 9' O" TALL (V.I.F,) ® FRAME, OUTSWING ADA THRESHOLD, HEAVY DUTY DOOR CLOSURE. ADA LEVER KEY WIND PRESSURE. + 30,00 - 36,10 LOCK WIND PRESSURE: + 33,10 - 44,00 34 ALUMINUM f FRAME SINGLE HUNG WINDOWS O WITH TINTED INSULATED GLASS WIND PRESSURE: + 34.02 - 44,64 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION INTERIOR DOOR SCHEDULE 3'0"Xro'8" 6 PANEL HARD50ARD DOOR Ol WITH FJ PAINT GRADE FRAME, COLONIAL CASING, ADA KEY LEVER LOCK 3'O"Xlro'8" 6 PANEL HARD50ARD DOOR ® WITH FJ PAINT GRADE FRAME, COLONIAL CASING, ADA PASSAGE LEVER LOCK 3'O"Xro'8" 6 PANEL HARDEOARD DOOR O WITH FJ PAINT GRADE FRAME, COLONIAL CASING. ADA PRIVACY LEVER LOCK ® 410"Xh'8" CASED OPENING 21 OII 21 ©II 21 QII 21 O11 23-T1 0411 FLOOD'. PLAN 1/8" = 1'011 EAST ELEVATION 1/8" 211011 -- IS, ilk" WORK AREA 2' O 11 21011 1O11 C UNIT "i. 24' 0% ® 1 s .r I 1 A301 In" ALL THREAD ROD THAT EXTENDS FROM SLAB BELOW TO TOP PLATE ABOVE WITH 2" SQUARE WASHER AT TOP AT EACH SIDE OF OPENINGS AND SPACED MAXIMUM 12" OC AT ALL WOOD WALLS EXISTING WOOD DECK WITH STAIRS DOWN TO GRADE EXISTING DOOR EXISTING MASONRY BUILDING EXISTING DOOR 4' 411 411 EXISTING BUILDING AT SOUTH END NOT SHOWN T ARKAY ENGINEERING INC. S lURAL\ENGINEERS tv RICHA L K,IDDE7' r�,E, FLORIDA LICENSE NUMBER 3-M& I HERBY CERTIFY TPAT THESE PLANS AND SPECIFICATIONS WERE PREPARED Ear ME. OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAP' , E� I, i, SECt1oN *os OF THE FLORIDA BUILDING CODE 2010 AND ASCE -wo FOR 1ST MPH WIND ZONE RISK CATECsORY 11' m fU u� In u t3 m ua o °—goo 0 Z -j (U L' i AS Hto In >m m UIU utfi g °m U < '40~ W tn e A 00 < a N Q �m IU 91 I— 2 Ill W �! m g DW III r W NLL jr mo r r 'r lc W m tlJ s m 1 � Q3 m m��Q3 zIN�-- M 0 fa U FL� L --I z Q) z vi w U- W —1 0 zQ) l'3 — j u OJu Q O L n o (Z 'T 61 � 0 aL W'DI� W 0 w Q z cA a Q 1 `C4 z O OIlll Q Q _Q O u— U z ct) z :r to Lu LL IL r IL U El � tit O u.t � U � O� O LL UNIT *1 1358 UNIT On. 1354 UNIT 03 1363 TOTAL 40-S UNIT 04 1608 UNIT 4`5 11SO UNIT Oro 1945 UNIT Oil 1924 UNIT 08 1806 TOTAL 13350 FRONT CANOPY 1185 REAR COVERED WALK 110& TOTAL AREA 15641 ARKAY 0