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1927 BEACH AVE - NEW HOME ARCH DWGS ij 0 It I Its tat ISE ° 12 14 -- . EAST.SHMAE EXIST.LAP ROOFINS — ----- TINS a wo o — - - -- -- mit to Ell o 04 EXIST.COQUINA U1 STUCZO VENEER --- ---- ------ -------------------------------------- --------- ---- ------ ---------- / \ -=-- ------ ---- i ------- --------------------------------------------------- ---------- ----- ------ ----------- - /-- __ _ -____ ------ ------ ----- i I � - ST. 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I -gm ®9:9 ® o ®9 5 Ail �02 Z. ® fP"-1 Lo p CO Lo S02 I U M r � co � � tio W� P, IR --, u Lj NOTA: ALL EXTERIOR --------J ---- -- -- F4 WALLS OF EX15T.GARAGE _- _--- EXISTING COVERED WALK MY TO BE THICKENED FROM i� 2x4 STUD TO 2x6Lo -- —__ i cv _EXIST.WINDOW5 REPLACE - --- ----- i i, A -- EXIST. i A EXIST. _ ®: 0 REMAA � REMAIN 0 c� EXIST.GAR.DOOR REPLACE W/NEW r. / f v . 4-11-01, "1'-0" X b'-O" O.H.G.D. I i l 1 3 / I �.., s`Du I z � X �; -' w STORAGE I ii v EXIST. I ±q'-O'/ '-O°GEIL. — ILLARDKvA THIO GAS ,! \ , L� �J//��tJ ROOM —MOVE EXIST. � WINDOWS �� -q'-4" GEIL. ill'-O"GEIL. -- �O EXIST. \ i i EXIST.WOOD DECKING, EXIST.COLUMNS REPLACE W/NEW EXIST GAR DOOR I \ JOISTS,RIM J015T TO BE EXIST.STAIRS, TO BE REMOVED — >RAILIN6 TO REMAIN } REMOVED $ REPLACED _._' �-0 X b-0' O.H.G.D. V IN COORDINATION WITH �`— DN EXI5TINO POOL r ' 1 l -- j I A CONSTRUCTION OF NEW DECK. �\ EXIST. I TO REMAIN,PO®L X�� I REMOVE DOORS l t \ \\ EXIST.WOOD DECKING, I ORS --- DECK TO BE ��VEI ® _ REPLACE w/ i" (ENGLOBE WCL) - \ EXIST. _ FISTS,RIM J015T TO ISE % ----. \ NEW FOYER. -- -- - __� REMOVED $ REPLACED P ; /® �' ITH CONSTRUCTION OE IN COORDINATION WNEW DESK. EX 6T. REDr.i v 6 DOOM / f3AR REMOVE EXISTING EXIST. \ UP NET BAR,APPLIANCE �I EXIST. �,� � II Ali � I ;REMAIN%%'� �-0 GEIL. 8 RELOCATE PLUM51NC, STEPS — �J a I EXIST REMAIN I EX15T.P05T \ \i L----- + ----- j �I � �\ REMAIN � A LU EXIST.GAR.DOOR ` �' EXIST. - - A� REPLACE W/NEW %' \ x �, REMAIN TO �E REMOVED > ®— � REMOVE EXIST. e i --Ir �I I � SCREENED � ' I �,oO„ X 6_0„ O.H.60. � - ' I _ ROOM I�-96REEN WINDOW5 EXIST. ' II' ; � � XE�,GISE __ ____ " � �� _� �� „ � � , - ---------- rr _ ��'-- '� GEIL. 0 IbAS SII � --� ~�� II ONE GAR EXIST. INS W5 1\� \ ROOM. -T EXI5T#. REMOVE tCLOSE E GI 6ARA6E WALL X1,= EXIST. EATH t'-4"GEIL. ( i�O GEIL. _ - - I � RENO. �; �� '%� ,� EXIST. I 11 � ' ' SHOWER NREMOVECL05E ---1L_�k WALL -- STAIRS REMAIN VE 5 AIN � EXIST. I —— UP REMAIN — - -- - - -- -- ' --\\ \ ~ --- ---�LL_ j _____ _____ ______ _ MAIN -- ----- -- ------ ------ - -EXIST. ,—__\\\ EXIST.WINDOW REMOVE RENOVATE EXIST. REMOVE EXI5T.SCREEN WINDOWS \ SHOWER,REPLACE --_ PLUMBING,TILE ETC„ f� —j II ® I EXIST.POOL EQUIP. UA TO BE REMOVED LL ® Lu j �- X -- LU 0 < RENOVATION NOTES: ® < D (U CONTRACTOR SHALL DETAIN AL APPLICABLE PERMITS,hND FORMS CONTRACTOR SHAD a P (12) FIELD VERIFY EXISTING DINIEN�ION5,ROOF PITCHES, �-- REQUIRED TO EXECUTE TH15 PR JEGT. CONDITION5 BFFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. m >_ > E3 U I L E L I T I CO)" N > Lu (2) GONTRAGTOR SHALL IN5URE THAT ALL DEMOLITION,GON5TRUCTION, $ (I5) CONTRACTOR SHALT- VERIFY 5ETBAGK5 AND LOCATION OF BUILDING PRIOR RENOVATION GOMPLIE5 WITHAL APPLICABLE CODES AND REOULATION5 TO GONSTRUGTION IN EFFECT AT THE TIME OF PE MITTIN6. (W CONTRACTOR SHALL FIELD VERIFY EXI5TING STRUCTURAL,MECHANICAL, & Lu LH (3) ALL DEMOLITION AND RELATED ACTIVITIES ARE NOT TO 5E G01\15IDERED ELECTRICAL 5YSTEP/15 FOR ADEOiJAGY AND SAFETY. SYSTEMS SHALL BE F I F L P L A N A5 ART OF THIS WORK, AND SHALL BE PERMITTED AS A SEPARATE ACTION. UPGRADED A5 REOdJIRED. SCALE: 1/4`=l'-O` (15) ANY ELECTRICAL, FLUMBIN6,OR HVAC LINES TO BE ABANDONED SHALL (:d) CONTRACTOR SHALL ENSURE THAT ALL CBE TRIMMED AND CAPPED. ONSTRUCTION COMPLIES WITH NFPA LIFE SAFETY CODES AN 1010 FLORIDA BUILDING GORE REQUIREMENT5. (16) (N/A) (17) ANY AREAS WHERE NEW ROOF iti1EET5 EX15 T INC ROOF .AND/OR STRUCTJRE SHALL BE ADEQUATELY FLASHED AND 5EALED- (6) (N/A) (18) STUCCO CONTROL !DINTS TO BE PROVIDED PER PORTLAND GEMENT NOTE: LOGATION OF ALL EXIST N6 Y `ALL 5 FIXTURES ETG.j � A550GIATION REGOMMENDATION5. 15 APPROX I NATE ONLY°. ALL DIMENSIONS TO EXISTING (IH) ALL HOOD IN CONTACT WITH MASONRY GONGRETE OR EARTH SHALL BE (1) DURING DEMOLITION AND NEW G N5TRUGTION,ANY UNAFFECTED AREAS FRE55URE TREATED APPROPRIATELY FOR THE CONDITION. MUST � FIELD SHALL BE ADEOUATEL'( PROTE UTED FROM WEATHER,STRUCTURAL DAMAOE VERIFIED. OR DAMAGE FROM NEW GON5T UCTION. (20) ALL INTERIOR AND EXTERIOR FLOOR TILES SHELL HAVE A NON-SLIP FINISH. FLOORING TO `BEET A5TM G1023 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. 0 WN BY; KI�O��D� (5) CONTRACTOR SHALL PROVIDE TEMPORARY BRAGING AND SHORING AT ALL DEMOLISHED WALL5. CONTRACTOR SHALL FIELD VERIFY IF WALLS TO BE (2 1) (N/A) DEMOLISHED ARE LOAD 5EARIN5 PRIOR TO ANY DEMOLITION ACTIVITIES. �y ALL I I /� A( /� (� CHECKED BY: (H) CONTRACTOR SHALL BE RE5P0 51BLE FOR THE COLLECTION AND (22) (N/A) NOTE: ALL EX I STING Vii NDO `!S, DOORS, PLUMBING — -- DISPOSAL OF ALL TRASH,DEMOLISHED MATERIAL,TRIMMINGS, REFUSES, � BTG. FROM THE SITE, FIXTURES THATREMAIN AI LL BE REPLAGED AI TH NSW, 5/0I/I4 ' ®ATE: A 0 CONTRACTOR SHALL SAVE AN RETAIN ON SITE ANY MATERIAL, EQUIPMENT Of: ITEMS DESIRE® BY THE O NER. MEETS 2010 FLORIDA BUILDING GODS REQUIREMENTS. (II) NEW CONSTRUCTION TRIM, FINISHES,BRICK,ETC. SHALL MATCH EXISTING. ANY POSSIBLE DIFFERENGE5 5 ALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE GON5TRU6VON. JOS NUMBER: ��®® �I WALT= LEGEND ®mneme WALL TO BE REMOVE® DW6 NO:-`�® A5 OF N®\/ATION N 5: � o (I) TOR MALL OBTAIN ALL APPLICABLE PERMIT5 AND FORWo (I2) CONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS,ROOF PITCHES,8 REQUIRED TO EXECUTE THIS PROXZT. CONDITION5 BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. (2) CONTRACTOR SHALL INSURE THAT ALL DEMOLITION,CONSTRUCTION, (I3) CONTRACTOR SHALL VERIFY SETBACKS AND LOCATION OF EUIL.DINS PRIOR RENOVATION COMPLIES WITH ALL APPLICABLE CODES AND REGULATIONS TO CONSTRUCTION. IN EFFWTAT THE 11ME OF PERMITTINe. (14) CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL,MECHANICAL,d 0) ALL DEMOLITION AND RELATED ACTIVITIES ARE NOT TO BE CONSIDERED ELECTRICAL SYSTEMS FOR ADEQUACY AND SAFETY. SYSTEMS SHALL BE AS PART OF THIS WORK,AND SHALL BE PERMITTED AS A SEPARATE ACTION. UPGRADED AS REQUIRED. (15) ANY ELECTRICAL,RIMINS,OR HVAC,LINES TO IE ABANDONED SHALL (4) CONTRACTOR SHALL B45URE THAT ALL CONSTRUCTION COMPLiE5 WITH EE TRIMKV AND CA NFPA LIFE SAFETY CMES AND 2010 FLORIDA EULDINS G0m REQUIREMENTS. (16) (WN C5) NA) (11) ANY AREAS HHERE NEN ROOF MEETS EXISTING ROOF AND/OR STRZTUIRE SHALL BE ADEQUATELY AND SEALED. ' (6) (N/A) (IS) STUCCO CONTROL JOINTS TO BE PROVIDED PER PORTLAND CEMENT � ASSOCIATION RECOMMENDATIONS. (Iq) ALL W000 IN CONTACT WITH MASONRY CONCRETE OR EARTH SHALL BE (T) DURING DEMOLITION AND NEK CONSTRUCTION,ANY UNAFFECTED AREAS PRESSURE TREATED APPROPRIATELY FOR THE CONDITION. � SHALL BE ADEQUATELY PROTECTED FROM WEAi STRUCTURAL DAMASEw w o OR DAMAGE FROM NEN!CONSTRUCTION. (20) ALL INTERIOR AND EXTERIOR FLOOR TILES SHALL HAVE A NON-SLIP FINISH. FLOORING TO MEET ASTM 0102b STATIC COEFFICIENT OF FRICTION MIN.OF Orb. Z_ cq p , (8) CONTWTOR SHALL PROVIDE TEWORARY BRACING AND SHORING AT ALL � DEMOLI WALLS. CONTRACTOR SHALL FIELD VERIFY IF WALLS TO BE (2I) (WIN ^ DEMOLISHEDARE LOAD BEARIW PRIOR TO ANY DEMOLITION ACTIVITIES. w q (q) CONTRACTOR SHALL BE RESPONSIBLE FOR THE COLLECTION AND (22) (WA) w� P-1 P15POSAL OF ALL TRASH,VEMOLISHEV MATERIAL,TRIMMINGS,Ri.Fi ETC.FROM THE SITE. I� (10) CO TOR SHALL SAVE AND RETAIN ON SITE ANY MATERIAL,EQUIPMENT �' OR ITEMS DESIRED BY THE OHNER (II) NEW CONSTRUCTION TRIM,FINISHES,BRICK,ETC.SHALL MATCH EXISTINS. ANY POSSIBLE DI ES SHALL BE BROI TO THE ATTENTION OF THE OWNS BEFORE CONSTRUCTION. a®1 REMOVE i1 EXIST. MRPEN TEXIST. IT WINDOW o BE REMOVED CQ - _ . , - - _ �XST, W EXIST.WEST.WNDON EXIST. REMOVE ReWINREMOVE ------------------------ n777 1 _ ,; ____ TT I�I .� y o o _ d _ _ _ /� I —' (I�" `��I I IFI \� - - - tkO� EXIST. _ ENST. MTH I� �i i I _ I EXISTINS F_,_i REMOVE EXISTING d 111 r EXIST. k� KAi VANITYS FI I Ih Af APPLI I I III X 11 LINE OF SOFFIT EXIST. INS — -- ---- ---- TO REMAIN EXIST I `� J / EXIST. III (L0 0 pay EAST.BALCONY u - -- L°'INI �I �v I -- _ F"I J �ys�p9 III RAILING MI-01 IL WGAILGEIL. EXIST.CJ- _._--_ u� ICI N ;! EAST.NEXIST.CLOT, J tq' `CZIL.STDOORS,REMOVE EaEXIST.NWS h REMOREMOVEVE I1 ! III III I IIII iIi - - -I I - -- - ----------1 EXIST. EXIST. I STRUCTURAL I i i li ' EXIST��/ �y��I I I .NINDONI I I L--—--— ' FIII �REMOVE it I III, � III IIII 11, III v� �, , I S"I'1�JGTiJf�t`�` I! I- POST IN -- - --,' I _ III DN EXIST.STAIRS _ _ RAILINS TO i&MAIN - VAULTED GEIL. 11 , _ , i �j EXIST.WINDOW EX NIgry� 11 �I ' �'�I -� _'� //�axe Or-EXIST. REMOVE l i! l® EXIST.WINDOWS I 11 r II �EXISTING ,,; � ^ YBNXXW --------- ---- — - �T.-- - ----------------- F rel ! Wl.S V _ ---- - --- EMIT.DOORS 11 -�T- �I _ _ EXIST. I REMOVElu IN I' �r ' �T- T / NOTE: EXISTINS VAULTS II - �4�l�iI4��0/� --- ---- 1I f'�S,PIEAYI�. I I I I , II I I �;A I I �vA I f I I I I CEILING TO BE IN. I �� III II I � i � T. __ __ 7 I II IF = EXIST. `---------------------------------------------------------� _r -__ _-� S TURAL v EXIST.WINI W;' POST MIN - _ 1 —— �s II I ILL I �� ' III III MIST. NY Odd UP EXIST. TO IIII N� III / TE 42a 16H WALL I II i I EXIST. i i I I I 4 RAILINS R 40VE / I I II � III /� ' III I I I+p�l■99 ai EXIST. EXIST. PAST.x'11 ' III , ,I I III I ��/ X15T - III EXIST. I 11 II EXIST.� ;II II � �,� X15T• ; III REMOe R45H.-- - II-------------------------------- • ; 'III III � i I I MJ 1ST. --- �-- -- � _ _ — I I i � , ( I I -- - �, III I��en (/�.q�j n�\In'' }�I ®m ®. 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IF I L GN` fill E A E L T ON' E S. E L W_ I l BYa W®I Ia 1/4I1®I a Aa oF I MEN e a e 77 NOSING -5/4"PLYWOOD SUBFL00R , TREAD5 4 RISERS axb LEDGER �\ (ax MIN) BEAM \\- STRINGER t7 a0" i7.20" ax4 PT. ' i (VARIES) 20 R15ER5 0 ±1.20"EA. IQ TREADS 6 10.0'EA. FIRST FLOOR TO LANDING GARAGE STAIR I L SCALE: N.T,5. t4&'—O" EX15T. DEPTH 5'®01 t2I'®O" EXI5T. DEPTH ®� 1 all \ -NEW WOOD a 1 - ---�m4 -- - / NOTE: ALL EXTERIOR j ( //� STAIRS NEW GONOEN50R5 -- - -- \ WALLS OF EXIST.GARAGE _ _�— EX15TING ��VE E� K WAY TO BE THICKENED FROM _ --�' r 4 STUD To 26 � _ \ -_--- NEW ADE axx / - --- - - -- -- - E TO REM n _ —�L- -- --- ---- ---- -- —� �`� � _ &"FRAMED COLUMN TO STRUCTURAL ITO MI .0F 4 EXSTG / -/- — - -- -- - / EXIST.GRAD .�\ ,fE COLUMN SIZE $ TYPE V= \ (6 ANI�OE) BAR ON ( �� (TYP.0 &PLOW \T.B.D.BY ENGR. EXIST.WINDOWS REPLACE --- -_- - - \ +' EXIST. _. _.. --.. ., _ER ----HEADER-- ----- - - ----- - // -- - - 7 -- - A REMAIN --- O ---- M I - �/ � - - _ ------- ---------— _ . . --.. __ ._ _.. ...._... .......... - WASH/ E ' . raw COUNTERS . . \� ( , 4% �I - \ -NEW WOOD ORYCOLUMN NOTE: IF VERTICAL HEI to i i I I y {{ OF STAIRS EXEEDS la' O''' / _ STEPS A5 REGI D. STACK AHU \ _ ! EXIST. E - -- -- - -- I / TO REMOVE EXIST.GAR.DOOR �I0'�4 I ®�_ as 1 - = I II FROM FIRST LEVEL T�SE�GOND � � -� � I UP o i � a ------ �� I�I I REPLACE W/NEW -- — LEVEN THEN A LANDING 15 REQV. - a - Lu i - = A ' a� NEW � �+ — - 4-11 - - - X� SINK MUD/MECs ,; NEW ......... .._..._ / ab10 NEN"1 T!' O ® - 3b"H RAILING d - W '-®°GEIL. ,\ DOOR ANS NEW TAN ny j G AGEGAME -- _ - _ (5) 34�b0 5H. _ WATER HEATER RAISE EXIST.GEIL.TO 10'-I 1/b"GEIL. '- - - J = W WINDOWS F - v.> 3070 NEW EARN DOOR ' ! - �87s� t ® ._._. ...... NEK 4 TRACK ----- - L} I ( � � �� ' - A MOVE EXIST. HOOD GEIL. �� - � -- _ _ EXIST. 4- DOOR X10��- -- ' W®OD 11 DEGPECK DOOR � WALL I I I - . GEIL +�i 0 GEIL -- -- - --- - -- ' NEW ..... .._ _ EXIST,STAIRS, , r AHU HEADER HEADER \ ° ON -- -\ -'- RAILING TO REMAIN a i �. =.' J EXIST.GAR.DOOR / I --- REPLACE W/NEW � I ' LINE OF _-- iq1-0" X 8'-0" O.H.G.D. i I - I1 EXISTING 2®®� h CANTILEVERED - ! EXIST.DOORS REMOVE EXISTING ' EXIST.W00D DECK ! 0 BALCONY/and FLR. -i, 1 �� ° �� - - _ —\ _' # 51DECE W/S / (ENCLO�JriALL) REMOVE/REPLAGE ------ AWVE I I•,yI � T® REMAIN ��L \ \ � � � \ --�---- II �- WET EAR,APPLIANG� REMOVE DOORS REPLACE w1 ! �- - NEW DEGK T� E �AVERE® ' `� \ � ' - ---- --- ---I t \\ \ m H5. PE Y NEW ` _� / ------- - -- _ .. .. = I ts, GRILL -- ouI x III1 �v _ � _ �� 1yP NEW WET �A ® j \ v \ 1 L - < EX15T. _ --- R�NOVE D®®R I aIJMMEiZ , ( - �y iDYER ! m i - (A5 SPEG� V- �, �/ 1-O GEII BUNK BED 'ENCLOSE WALL) KITCHEN - �� / UP I EX15T. SINK REF L l \ y/ - m i \ _ ST. -� ! REMAIN;; - \ I0-I I/b E L. j EXIST. - \ \ —_—_ OWC o 111 i— -- PLUS 5TE DOWN STEPS m 1 �� i a I NEW COLUMN \ \ lul � J i - EX15T. V � _ - REMAIN '1 // .Q' �\ I (a)aN 1 II 2, Y: NEW r; EXIST. -4 - W SINK _ - " \ — - A SPEC. N >` � �' NEW ® �I DOOR��% REMAIN m _- �- , I � EXIST.GAR.DOOR I ! � ! � I I��,.\ fq 0 GEIL. - D00 _ � -REPLACE W/NEW LL - '� EXI5T. 5PA _\, °\ a87® N NEW i��, b O x� O S.G.D. HEADER/ PL " \� X 8 0 O.H.G.O. NEH ;; ®�M 4 E - ° ` ,x _\- T® E SEM®VE® \ :::::.:;::::.::::::,:::. .: ,UVOK G ! \.J' ®, , , <'[ v �\ NEW 3bH.RAILING I EIL NEW TANKLE55 p� ! U I VER RM./ONE WATER HEATER l \ -- - — BEDROOM 3 +� \DOOR; LINER <' EXIST.KIND QWS ` ur - i'-C 'GEIL. 1 REMOVE/EN LOSE ` !z� 0T® '�� - ► XI�T. TWIN / RAISEX15T.GEIL.TO 10'01 I/�"CEIL. WALL \.I FRENCH D OR 5 . ;; \. - ! ��- - - ( W DOOM M VE �' BEACH EXIST. BUNK BED (AS SPEC} N 1$ j j! �� ,,.. �� EXIST.DOORS L -_L _ ER 6 ENCLOSE .ti, I : d} _ co ��T SIL. l (A5 SPEC) - STI D COVE/E I ! / \ EXI57�. 1 5 AI 0 M IN A IN NEW - NEA OOR `\� WASH/ Y NE T DRY -- -------- , - �. \ EXIST. W A - -- - _ -- - \ \ _ REMAIN HEADER � I STACK --- - -- -- - -- -J - j ----- --- - ------- ---------- - - - HEADER ---_-- 0 FXV. 2020 FXD. 202 --_ ___ �-- 050 5H. L.------- ------- - x050 5H. a ,- � _ �- , -- ---- ----------- - HO.®7 0 AT-.F. H0.0 11-01 A.F.F. ----- -- _ \� � ___ HD. ® 7 0 A.F.F. HD.®7 O A.F.F. RENOVATE EXIST NEW WINDOW NEW WINDOW -- SHOWER,REPLACE PLUMBING,TILE ETC., REMOVE 5CREEN WINDOWS / \\ L C� r--- %%,ix = EX15T.WINDOW REMOVE REPLACE w/TRANS. WINDOWS T i \ �� OIAll -7' 10 — - - L — _ EXIST.POOL EQUIP. � 11 - - NEW COND. 11 AREA TA13ULATION EXI5TING: Ist FLOOR HEATED -- 1120 and FLOOR HEATED 114a 5rd FLOOR HEATED Ilgq RENOVATION NOTES: TOTAL HEATED 351 (1) GONTRAGTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND FORM5 (12) GONTRACTOR SHALL FIELD VERIFY EXISTING DIMENSIONS,ROOF PITGHE5, 41 ENTRYREQUIRED TO EXECUTE TH15 PROJECT. GONDITION5 BEFORE THE START OF ANY DEMOLITION OR CON5TRUGTION, Hoon 5 h (13) GONTRACTOR SHALL VERIFY 5ETBAGK5 AND L-OGATON OF BUILDING PRI R FROTH DECK a5b 2) DONT RAGTOR SMALL INSURE `I-WAY ALL DEMOLITION,G0N5TRUGT�N' TO CONSTRUCTION. FRONT BALCONY b256 o RENOVATION COMPLIES WITH ALL APPLICABLE CODES AND REGULATIONS REAR BALCONY -- &4 REAR UPPER BALCONIES - �4 IN EFFECT AT THE TIME OF PERMITTING. (14) GONTRr,GTOR SHALL FIELD VERIFY EXISTING STRUCTURAL,MEGHANIGAL, � (3) ALL DEMOLITION AND RELATED AGTI✓ITIES ARE NOT TO BE CONSIDERED ELECTRICAL SYSTEMS FOR 55 ADEQUACY AND SAFETY. 5Y5TEM5 SHALL 51' DET D GARAGE 7 AS PART OF THI5 WORK,AND 5HALL BE PERMITTED AS A SEPARATE AGTION. UPGRADED AS REQUIRED. UNDER ROOF TOTAL (15) ANY R EGTRIGAL,PLUMBING,OR HVAC LINES TO BE ABANDONED 5HALL L A N EX15TING STRUCTURE 4952 BE TRIMMED AND GAPPED. (4) GONTRAGTOR SHALL ENSURE THAT ALL GON5TRUGTION COMPLIES WITH NEN.. NFPA LIFE SAFETY GODE5 AND 2010 FLORIDA BUIL DING CODE REOUIREMENTS. (16) (N/A) 56ALE: j$."®l'-O" GARAGE APARTMENT 754 NEW APARTMENT BALCONY 173 (5) (N/A) (1-7) ANY AREAS WHERE NEW ROOF MEETS EXISTING ROOF AND/OR STRUCTURE NEW 3rd FLR.REAR BALCONY 56 SHALL BE ADEQUATELY FLASHED AND SEALED. 260 NEW 3rd FLR.FRONT BALCONY 56 NEW 3rd GUEST BALCONY 20 51PJGG0 CONTROL JOINTS TO BE PROVIDED PER PORTLAND GEMENT ASSOCIATION RECOMMENDATIONS. LOCATION NEW�'�� 123 (Iq) ALL WOOD IN CONTACT WITH MASONRY GONGRETE OR EARTH SHALL BE NOTE: � �� EXISTING � �� FIXTURES, �� (1) DURING DEMOLITION AND NEW GON5TRUGTION,ANY UNAFFECTED AREAS FRE55URE TREATED APPROPRIATELY FOR THE GONDITON. 15 APPROXI NATE ®NL I . ALL DIMENSIONS TO EXISTING 5HALL BE ADEOUATELY PROTECTED FROM WEATHER,5TRUGTURAL DAMAGE OR DAMAGE FROM NEW GONSTRU'GTION. (20) AIFLOORN&- TO MEET R A0 KA STMRG102b FLOOR ATI TILES LF GIENT OF FRICTION MI . OF 0.6. US VERIFIED. GONTRAC TOR 5HALL PROVIDE TEMPORARY BRACING .AND 5H®RING A T ALL T BE ( �� WALL LEGEND (8) (21) (N/rJ DEMOLISHED WALLS. CONTRACTOR SHALL FIELD VERIFY IF WALLS TO BE f DEMOL15HED ARE LOAD BEARINO PRIOR To ANY DEMOLITION A-,TIVITI_5. NEW WALL (4) GONTRAGTOR 5HALL BE RESPONSIBLE FOR THE DOLL EGTION AND (22) (N/A) DI5P05AL OF ALL TRASH,DEMOLISHED MATERIAL,TRIMMINGS, REFUSES, 4 ETC.FROM THE SITE. NOTE ALL EX 1ST I NG Vel I ND®W5, DOORS, PLUM I NG (IO) CONTRACTOR 5HALL SAVE AND RETAIN ON SITE ANY MATERIAL,EOUIPMENT ^� ll I I �/�) OR ITEMS DESIRED BY THE OWNER. FIXTURES URES THAT REMAIN WILL BE REPLACED AI TH NE �� & CO aa�� K BTG. SHALL MATCH EXISTING. �v (11) NEW GON5TRUGTION TRIM,FIN15HE5,BRIG I /� ANY P05515LE DIFFERENGE5 SHALL BE BROUGHT TO THE ATTENTION OF MEETS 2010 FLORIDABUILDING CODE EGU I REMENT5. ®�� Dalt THE OWNER BEFORE GON5TRUCTION. NOWT I ON N 5: (1) CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMn AND FORMS (12) CONTRACTOR SHALL FIELD VERIFY EXISTII46 DI IONS,ROOF PITCHES,4 REQUIRED TO EXECUTE THIS PROJECT. CONDITIONS BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. (2) CONTRACTOR SHALL IWAIRE THAT ALL DEMOLITION,CONSTRUCTION,4 (13) CONTRACTOR SHALL VERIFY SETBACKS AV LOCATION OF BUILDIN&PRIOR RENOVATION COMPLIES WITH ALL APPLICABLE CODES AND RMULATIONS TO CONSTRUCTION. IN EFFECT AT THE TIME OF PERMITTING. (14) CONTRACTOR SHALL FIELD VERIFY EXISTINC,STRUCTURAL,MECHANICAL,d (3) ALL DEMOLITION AND RELATED ACTIVITIES ARE NOT TO BE CONSIDERED ELECTRICAL SYSTEMS FOR ADEQUACY AND SAFETY. SYSTEMS SHALL BE AS PART OF THIS NOW,AND SHALL BE PERMITTED AS A SEPARATE ACTION. UP6RADED A6 REQUIRED. (I5) ANY ELECTRICAL, INC,OR HVAC,LINES TO BE ABANDONED SHALL BE TRIMMED AND CAPPED. (4) CONTRACTOR SHALL ENSURE THAT ALL TION COMPLIES HITH NFPA LIFE SAFETY COVES Alm 2010 FLORIDA BUILVIN&CODE REWI (16) (N/A) (5) (N/AI (IT) ANY AREAS MERE NEW ROOF MIS EXISTING ROOF AND/OR STRUCTURE SHALL BE ADEQUATELY FLASHED AND SEALED. (6) (WA) (18) STUCCO CONTROL JOINTS TO BE PROVIDED PER PORTLAND CEMENT I) ASSOCIATION RECOMMENDATIONS. 1)ALL INTERIOR ARE 0 EXCEPT (11) ALL IN CONTACT KT14 MASONRY CONWRETE OR EARTH SHALL BE 3)ALL KNIS ACTUAL 2X S I/2" (T) DURING DEMOLITION AND NEW CONSTRUCTION,ANY TED TREATED ATELY FOR THE CONDITION. 00 2 ALL LL T1410 II O ETC... SHALL�ADEQUATELY PROTECTED FROM WEATHER,STRUCTURAL D 4 SIZE APIO mJANTI,E OF ALL S OR DAMA E FROM NEW CONSTRUCTION. (20) ALL INTERIOR A� OR FLOOR TILES SHALL HAVE A NON--SLIP FINISH. FL INC TO MEET ASTM 6I028 STATIC COEFFICIENT OF FRICTION MIN.OF 0.6. TO FI I B'( (8) TOR SHALL PROVIDE TEMPORARY 13RAGING AND SHORING AT ALL. 5) ALL PLAITS Alm CEILING MEI T LI WALLS. CONTRACTOR SHALL FIELD VERIFY IF WALLS TO BE (21) (WA) DEMOLI ARE LOAD INS PRIOR TO ANY DEMOLITION ACTIVITIES. (TOP�)HOUSE SLAMLOCK. 6) FY THE KIT VANITY LAYOUTS NTH DETAILS 13Y (�) CONTRACTORFROM THE SITE DEMOLISHED FOR THE COLLECTION AND (22) (N/A) DISPOSAL OF RILL,TRASH,DEMOLI MATERIAL,T'RIMMI ,4 THE 7)ALL A 450 5E 6)ALL INTERIOR AAS I FL 8 ST PINI 00) CONTRACTOR SHALL SAVE AND RETAIN ON SITE ANY MATERIAL,EQUIPMENT MAVE A NON-SLIP FINISH TO OR ITEMS DESIRED BY THE ASTM CI STATIC ICIENT OF FRICTION MIN.OF Oh. 9)ALL IN CONTACT WITM NRY,COI+{GC OR (11) NEW CONSTRUCTION TRIM,FINISHES,ISRIGK,ETC.SHALL MATCH EXISTII�. APPROPRIATELY THE CONDITION ANY POSSIBLE DI ES SHALL BE T TO TSE ATTENTION Or SHALL 13E pRrSqjpe TREATED THE O SORE CONSTRUCTION. IO) T TO BE TEMPERED II) ill Y ,"+ AND I � - - — ----- -- - -- 12) C ®20 MINUM a��n I�a�ea as '®�ea 101-611 41�411 NEW FACADE t5a—o° 01-011 TO MIN. 4g-0° EXIST. (CANNOT ON 1636 SH. EXIST. PEW F.F. INI EXIST.WINDOW Ptd HID.��®0 A. SH. STAIRS NEW WINDOW —--- _ I� f OHC, OHC _ i !SASE G I Clow Na MK WE CAM X17 1 Q I I 1 I I"I 2870 all 42® SINK I I c 1 0 1 1 �` IIOPPP6. W ® u J f` a as :t22'-[" K/HOOD ABOVE �° NEK FUTUREt i I I I I NEN KITC44EN W/G DRY ---- CLOSET FUTLRE HD.®8'A.F ---- -- 'PEW II I ELEVATOR ® (7a 2080 FD. :::> I I I OPN'6. I I -0CEIL, Ll o m- 3ei'm0° L. NEW WI +1 13ES� IN ATTIC I NEW �a o a o a a I I REF. 4�X4I-O HD.®8�0 '�° t NEK ova REF. 41-1 11 ..........:' oS I a�ee �i�n - smZTURAI- ... POTaT I I I OHC, ............... .... I ,-6„ �ao�aa 4ee0e1 _I I I 56H 1�1001Q Ll I I r W/MwI A131(. o W-050'RANSE ®CEIL. RAILINB TO IN RAIL _ ON I I ' OFBALCONY EXIST. TABLE = HD. mb'AI P.F. I I '2WO SH. W-0°CEIL. -� a 3080 FD. 6 IT CLIS. sz �� - I I I . Q 4 I I I I 8°x8 w/S In IF I I I I TBA.BY IW 4 TYPE } _ ®UILDIP� ACK t's0°GEIL. iT ST. I i i I (TYt�.®71�LGS) r acv VERIFY IF SPACE POST I CANT aPl ------- I I PEW 42°HIOF1 W II I I 410 .......... o II I I - � P� I I I I I a�n ET 4 =vRo I it W� oM W/G I I II I I I I � CEIL. � 1I 1 sCAM .................. ::;.;;;;;;: :.:: l�� 4 •RAID `�� I I tQ'�°GEIL I I 1 (� (�2660 SH. W/G HP.08'AFF. -- ------- --- -- I I Ij I I ooyya !1 1 d — 6 � `T � 11 � Ill-big am®° I I ..................... 1 I � NEW AHU _ I I i I I ' � 1 Q 51�YC _ I II U T D I I ..............iq'Lo"CEIL. .....: II WINE I! .I WIPE CE J24 HI EXIST. I I °LI I I 1 >i � II KMV ABOVE MIR --- �ci�r. -- - - (IST. NEW 2660 SH. �i�• 7®,4.11fl I�a�u I'-6°' X21'-O°' 8a�o'er° IL A N Cm"')h 0 0 "04 50ALE: 1/411=11-011 Z 10 A A X E N T Aw 10, Is E C*l N f= LO u" R PLAN NOTE: LOCATION OF ALL X15TING NALL5, FIXTUI 5, ETC-.; WALL LEGEND 15 APPR®X I NATE ONLY. ALL D I MEN51®N5 TO EX 15T I N NEW WALL MUST E FIELD VERIFIED. LA 4 G�® ®�orb r�° 8 AV NOVATION NO 5; � o (1) CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND FORMS (I2) CONTRACTOR SNAI=L FIELD VERIFY EXI5TINC DIMENSIONS,ROOF PITCHES,# Jill IRED TO THIS PROJECT. CONDITIONS BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. 8 (2) CONTRACTOR SMALL INSURE THAT ALL DEMOLITION,CONSTRUCTION,4 (IS) CON1RAOTOR SHALL VERIFY SETBACKS AND LOCATION OF BUILDING PRIOR � RENOVATION COMPLIES WITH ALL APPLICABLE AND RE67ULATION5 TO CONSTRZTION IN EFFECT AT THE TIME OF P1vRMITrIN6. �� (I4) CONTRACTOR SHALL FIELD VERIFY EXISTING STRUCTURAL,MECHANICAL,t 8 0) ALL DEMOLITION AND HD TACTIVITIES ARE NOT TO BE CONST ELECTRICAL SYSTEMS FOR ACY AND SAFETY. SY57EMS SHALL BE � 3� AS PART OF THIS Iii AHS SHALL HE PERMITTED AS A SEPARATE ACTION. UPORADED AS REQUIRED. (15) ANY TRIMMED��CAPPED. NG,OR MVAC LINES TO BE ABSMALL (4) TOR SHALL THAT ALL COMTRUCTION IES WIBE TH NSA LIFE SALTY 601 AND 2010 FLORIDA ENUILDIM CODE REQUIREMENTS. (16) (N/A) 0) (WA) (17) ANY AREAS HIM NEW ROOF MEETS EXISTINQ ROOF AHS/OR STRUCTURE SHALL BE ADEQUATELY FLASHED AND SEALED. (6) NA) (16) 5=60 CO ASSOCIATI®°ROLA NMDATIONS.TS TO I PER PORTLAND � (19) ALL Kom IN CONTACT WITM MASONRY CONCRETE OR EARTH SHALL BE (7) DURING DEMOLITION AND NEW CONSTRUCTION,ANY UNAFFECTED AREAS TREATED APPROPRIATELY FOR THE CONDITION. SHAFT,BE ADEQUATELY FROTrZTEV FROM WEATHER,STRUCTURAL PAMI co � OR DAMAGE NEN CONSTRUCTION. (20) ALL INTERIOR AND EXTERIOR FLOOR TILES SHALL HAVE A NON-SLIP FINISH. �I mo H FL INC TO MEET ASTM 61028 STATIC COEFFICIENT OF FRICTION MIN.OF Ob. cu 1 0 (6) CONTRACTOR SHALL TIDE TEMP BRACING AND SHORING AT ALL � � DEMOLISHED WALLS. CONTRACTOR SHALL FIEF VERIFY IF WALLS TO BE (21) (N/A) cf) DEMOLISHED ARE LOAD BEARING PRIOR TO ANY DEMOLITION A(TWITIES. w (4) CONTRACTOR SHALL BE RESPONSIBLE FOR THE COLLECTION AND (22) NA) M DISPOSAL OF ALL ,DEMOLISHEDMATERIAL,TRIMMINGS, ,# +b. ETC.FROM THE SITE. (10) CONTRACTOR SHALL SAVE AND RETAIN ON SITE ANY MATERIAL,EQUIPMENT' OR ITEMS DMIRED BY THE OWNER. (11) NEI CONSTRUCTION TRIM,FINK,BRICK,ETC.SHALL MATCH EXISTING. ANY P0551BLE DIFFERENCES SHALL BE TO THE ATTENTION ION OF THE OWNED BEFORE CONSTRUCTION. z 11 �g® �11 61! 1Lo ' �-Ggl1 !0®11 111 �1®P11 "4 1 WINDOK SILL o,oi A.F.F. EXIST.WINDOW EXIST.H EXIST. NEW WINDOW p11 !- - --I f��------ '----- ------- ---� R' 717. nom\ - '�="�`C;`R--------- ------------- _.. + :: I NEW FAM I ::::.:: Ri i I I ,, -�\ ` - \ I I,I FI m ® �`—o® fa..d—®�v�4-d.- i l! 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I I I N� I ��*-- --, I I 1--- -------- i I I _ I ,I II I I NII ..::....:. ..\...�.:::::::.: - —+11 DN ®_ r I I .. ii a \111 I 16HH Ned I I _ RAIU a _ _ _ o 11 I I NIG I II I I I I I 201 HID. _ II ... .._ 11 II n p III 1 II , ! 4 111 11 1 m I � I I I I 11 i` : EXISTi>`HG YAULTHD BALCONY OILING TO�.--- IN. -- ._ � nil ' 1 1 I III ,," • 1 I /�p�(/q.r�}� I I ." I I I I il ' OWBRED e LAWAW ABV H+�d y��/ LI ----- �, - - BALCONY - — `.�_. a �'" i BALOONY --------------UP1 a: --- - -- i PLUS S I 1 i I - — ------- I-. iii li I iii I 1 NEX 1/ ' EXIST. u � iii I I EX IST. 1 [I I II I I L I I I II II i-- �I I I i 1 fXE�T; iii m III I I X� Ta �, I I ' T li i i I 1 til NEW i II II �,T®, YANI III I I L— I I � �°6EIL I I n I I III NEW NEK T 2670 I �� I I I III ----- s II I I F— ! _ ,' ....... \ ................ ................... M _.. NEK . is �. ----------- —7 CLQ_ — -- EXIST. EXIST. EXIST. FRAMED C*JJM awl w/STW71,1RAL COLUMN SIZE 4 TYm It dO 11 T.B.D.BY ENW 5'-o° Ti (Tyr.•7 PEGS) I N u N F o a z � Ali LU WALLLEGEND T H I L L A N, Ill Ill %,) < < ""` NEW WALL NOTE: LOCATION O ALL X 15T I NG WALL5, F I XTU 5, TO•; : ; ``� LU 1 AROX I NATE ONLY. ,ALL D I MN51 ONS TO X I ST I NG MUST ILDVERIFIED. � LU NOTE: ALL EXISTING N I NDOIA5, DOOR5, PLUMBING F I XTU 5 THAT MAIN HILL REPLACEDI TIS NEE, M T5 2010 FLORIDA U I L I NG GODS OU I M NT5. I� a a E51�'e I Bye ® , 6/01/14 e 1/411=11 /41em1e �. a "� as o ° a q ®a o 8 mq ppp ® 0 v® . qqo �� glom v aA �8 sj�5 e ®q ° o v a v 1 8 Z4.I roe' 0 �a 0 ® 1� M � M aw w ...w 121 146'_®" EXIST. DEPTH 10 OL T0 4o --- --- ---- ±.21'-O" EXIST. DEPTH o '14 ftw Li jr - - -- - - - d _Oil \ —_ EXISTING COVERED WAL WAY ,, _� - -- --- - --- - - / ---- NEW CONDEN5OR5 -- -- / - n --- ----- - - j � - -� - - - ---- - - - -- - - z �� -EDGE OF EXI5TIN5 A _ A v FOUNDATION ( CQ '`\ ----- i --- - ct NEW 2XIO RIM T. NEW(2) 2XIO BEAM \ \ \ -- _NEW HOOD = STE A5 '�.A yy�, Y I 1 P5 REO.D. STACK v. _NEW WOOD y�- — I NEW v m d EX T. N v� 5TAIR5 �' ( U tev - - AHU �_� T RE RLU `y` SINK NEW ELEVATOR vv �v �(b ' `OIL I PIT GUT INTO EXIST.CMU STEMWALL v\�. a 0 5 ---- - -- - -- X - 'e % EXIST.SLAB TO REMAIN,REPLACE ONEW 2X10 RIM J T. L_-J\ EXIST.PT,2x� PLATE �® N \VV _ _- j v _a. HATER HEATER _NEW � NOTE: ALL EXTERIOR _ v \` �� j A \ v , WALL5 OF EXIST. 6ARA6E v ---- -- ��/ \ y` v = �� x (2)2 O BE M \ v v \ v\ = -r v I 1 v j cv v \ TO BE THICKENED FROM �: � / v�v �✓ - ® A .v - ----A t, 2x4 STUD TO 2xbVv - f: /� 4_ 0 �� V A\ _ -® \ �_ vA, i i ® �k8 y\�\ vv\ Vy A\vyvVv z r /41-411 vyv \ - - . EXIST.GMU 5TEMWALL ��` � \\\ \ A REPLAC r \ - \ / EXIST.PT. PLATE -- \ \ - - EXI NE �2)2 0 BEM u� V�v V � TO REMO - Ay - I- �_ -�__I-�_ `� \A` — o ti;y EXISTING POOL �- 1 NEVI ENT " - w\\ y �� ® Lu � Off' o �.. EXI51INQ FOUNDATION TO REMAIN j Yom. DECK �� x \ \\ �..; - ;,;, NEw �� vvv v� o � 5TEMWALL GON5TRUGTION x \ vv y GRILL — — y`v ® - wl GONG. 5LAB vvv� .v . x 0 w EXI5TING FOUNDATION V� III —- � - - _� — —- \ \ a w N \ �o� i n, --I----- X � - (�y I v v r (2)2 0�E M 5TEMWALL GON5TRUGTION ,' 'iii� rl� o ® \ �'�� `� ju VA � - \ V��, nig i O - �' wl GONG. 5LA� v y e `° A \� ,��\ �``, - Lu m z, / +, y� NEW \ v NEW 2)2X fZ. v '� SINK \v EX T. UMN fir' 12 DEEP THIO v - v T REM V v V -+ f NEW - - -- FTG.PO COLO �� - - F S � i � _ (SEE E D )�P. cv 1 ED6�E OF EXI5TING � V � � / t I� FOUNDATION \\X\_ �� Vv \ i �✓ 1 EXIST.CMU STEMWALL \ vA v AW SINK v _ TO REMAIN,REPLACE EXIST.PT.2x6 PLATE \ ®� v – � I SPEC EXISTING HOT TUB TO BE REMOVED NEW TANKLE55 v\ - -- � N, \ v ��, � NEWT(2) I XI ,M WATER HEATER J NEW 2XIO RIM J5T. EXIST.CMU 51EMWALL \v SIINK \ \ \ \ TO REMAIN,REPLACE-- I I I I I I I I \ \ / #5 DOWEL5�RILLEDXIST. / EXIST.PT.2x�PLATE 1 - _ _ � ;v EPDXY INTO'EXI5TIN61 I: \ & M.U.BILK ` Av �\ \ EX .WOOD D"GKIN5 \ \\\ \y SLAB 4�"O.C. �� F�JNDAION WALL S vA�, `�� Y = v ; Ay-V TATO M IIN NEW �_ y� l \� ON 10"x20"GOVT. vy +`R JOI TS,RIM JOIN TO _ A�� ISIt HOAD ANG.�'T6.w/ qN WITHEXI5�.� v �� wA i I � v VE® 4 REPLACED � � '� � / O � v v v y � I I I � I A N COORDINATI - - ---- --- � v. _ A ROD��ONT. y CONSTRUCTION NEW DECK. - -_'y V I I I I v #54) \ �\ NEH 2)IO RIM J5T. I -�� - 3" CANT.ED � _EDOE OF EXISTING L- ---- L EXIST. O \`/ OF SLAB 1� 1 SLAB �� - �- FOUNDATION /� ® u FADE OF STEMWALL \ EXIST.WOOD DECKIN6, CON REMOVED I J015T TO BE I NEW GOND. ----� I _ B'-�'" - - ®p - --- REPLACED IN COORDINATION WITH -� CONSTRUCTION OF NEW PECK, IL ±211 C) TYPICAL SLAB < OL 4" GONG. SLAB w/FIEERME514 LU Lj-,� OR 611XV, 10-10 KHM of b ® Y flt�l®I�l I`4�� — ED MIL. VAPOR BARRIER o o v < HELL COMPACTED TERMITE � ® F-- Q TREATED FILL (1) CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND FORMS (12) CONTRACTOR SHALL FIELD VERIFY EXI5TIN6 DIMEN51ON5,ROOF PITCHE5, E - - ® � REQUIRED TO EXECUTE TH15 PROJECT. CONDITIONS BEFORE THE START OF ANY DEMOLITION OR CONSTRUCTION. (2) CONTRACTOR SHALL INSURE THAT ALL DEMOLITION,CON5TRUCTION,4 (13) CONTRACTOR SHALL VERIFY SETBACKS AND LOCATION OF BUILDING PRIOR FOUNDATION NOTE5 < - RENOVATION COMPLIE5 WITH ALL APPLICABLE CODES AND REGULATI N5 TO CONSTRUCTION. IN EFFECT AT THE TIME OF PERMITTING. 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROJECT SAFETY (14) CONTRACTOR 514ALL FIELD VERIFY EXISTIN6 STRUCTURAL,MECHANICAL, 4 UNDER THE REQUIREMENTS OF 0.5.H.A. (3) ALL DEMOLITION AND RELATED ACTIVITIES ARE NOT TO BE CONSIDERED ELECTRICAL SYSTEMS FOR ADEQUACY AND SAFETY. SYSTEMS SHALL BE 2)ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2010 AS PART OF THIS WORK,AND SHALL 15E PERMITTED AS A SEPARATE ACTION. UP6RADED AS REQUIRED. FLORIDA BUILDING CODE,RESIDENTIAL,AND COUNTY (15) ANY ELECTRICAL,PLUMBIN6,OR HVAC LINES TO BE ABANDONED SHALL BUILDING DEPARTMENT. BE TRIMMED AND CAPPED. 3)STRIP TOPSOIL,TREES,STUMPS,ROOT5,ETG.FROM ALL AREAS II (4) CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION COMPLIE5 WITH WHERE CONSTRUCTION WILL OCCUR UNLESS NOTED �[ NFPA LIFE SAFETY CODES AND 2010 FLORIDA BUILDING CODE REQU REMENTS. (Ib) (N/A) OTHERWISE. 4)WHILE KNOWN UTILITIES ARE 5HOWN,THE CONTRACTOR (5) (WA) SHALL EXERCISE CAUTION WITH EARTHWORK AS UNMARKED (1-1) ANY AREAS WHERE NEW ROOF MEETS EXISTING ROOF AND/OR STRUCTURE UTILITIES M16HT BE ENCOUNTERED. SHALL BE ADEQUATELY FLASHED AND SEALED. 5)ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKED (b) (N/A) (0) STUCCO CONTROL JOINTS TO 15E PROVIDED PER PORTLAND CEMENT PRIOR TO ANY WORK. A550CIATION RECOMMENDATIONS. b)FILL SHALL BE FIRMLY COMPACTED,CLEAR 5AND U N A A N MATERIAL: FREE OF ROOTS,ORGANIC MATTER OR OTHER (M) ALL WOOD IN CONTACT WITH MA50NRY CONCRETE OR EARTH SHALL 13E DEBRIS. SCALEIli°� 1pO° ' (1) DURING DEMOLITION AND NEW CONSTRUCTION,ANY UNAFFECTED AREA5 PRESSURE TREATED.APPROPRIATELY FOR THE CONDITION. T : o) FILL SHALL BE PLACED IN 12" L005E LIFTS,COMPACTED TO DRAWN BY;SHALL BE ADEQUATELY PROTECTED FROM WEATHER,STRUCTURAL DA AGE q5%MODIFIED PROCTOR DENSITY AT OPTIMUM M015TURE K66I5VI0N OR DAMA6E FROM NEW CONSTRUCTION. (20) ALL INTERIOR AND EXTERIOR FLOOR TILES SHALL HAVE A NON-SLIP FINISH. CONTENT A5 DETERMINED BY A5TM 0-1551-METHOD 'A' FLOORING TO MST ASTM CI028 STATIC COEFFICIENT OF FRICTION MIN.OF 0.6. (b) CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING AT ALL 6) 501L BORING TEST SHOULD BE PERFORMED BY A FLORIDA ® NEVI CONCRETE FOOTING 5TRUGTURAL C.HEOKED BY, DEMOLISHED WALL5. CONTRACTOR SHALL FIELD VERIFY IF WALLS TO BE (21) (N/A) REC715TERED 501L EN61NEER WITHIN BUILDIN6 FOOTPRINTS, 60LUMN/P05T TO BE 51ZE® t 5FEG. BY EN6R. DEMOLISHED ARE LOAD BEARING PRIOR TO ANY DEMOLITION ACTIVITIES, SAME EN61NEER SHOULD CONFIRM EXCAVATION AND 'ENGINEERED'BACKFILL REQUIRED P51 CONCRETE AND DAl E: (q) CONTRACTOR SHALL BE RESPON51BLE FOR THE COLLECTION AND (22) (N/A) VERIFY FOOTING DE516N,5AME ENGINEER SHOULD APPROVE DISPOSAL OF ALL TRASH,DEMOLI ED MATERIAL,TRIMMIN66,REFUSES,d BACKFILL FOR MATERIAL MAKE-UP. ETC.FROM THE SITE. q)SOIL ENGINEER SHOULD CONDUCT 51X COMPACTION TE5T5 TO �LE: Ili11 1-011 (10) CONTRACTOR SHALL SAVE AND RETAIN ON 51TE ANY MATERIAL,EQUIP NT VERIFY ABOVE REQUIREMENTS. OR ITEMS DESIRED BY THE OWNER. 10) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRUSS MANUFACTURER. 'JOB NUMBER: (II) NEW CONSTRUCTION TRIM,FINISHES,BRICK,ETC.SHALL MATCH EXISTIN6. 11)PROVIDE 501L TREATMENT AND VAPOR BARRIERS AT ALL SLABS ��'�®® ANY POSSIBLE DIFFERENCES SHALL 13E T TO THE ATTENTION (INTERIORJ. VISED:��► FZE THE OWNER BEFORE CONSTRUCTION. DW6 NO: OF g Excerpt of the 2010 Florida Building Code,Residential R806 INTERIOR BEARM WILL OR RAISM ME KAUS ROOF ATTIC/VENTILATION AREA CALCULATIONS FIRST FLOOR BEAMW KALL R806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied FALSE KkL ) directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain. TO VMFY Ventilation openings shall have a least dimension of 1/16 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Ventilation openings having a least dimension WA&S/ ,OR&IFM TRMES I3Y larger than 1/4 inch(6.4 mm)shall be provided with corrosion-resistant wire Goth screening,hardware cloth,or similar material with openings having a least dimensioi of 1/16 inch(1.6 mm)minimum and 1/4 inch(6.4 mm)maximum.Openings in roof STM framing members shall conform to the requirements of Section R802.7. COWAMM LINTELS, Exception:Attic spaces,designed by a professional engineer or architect licensed to eliminate the attic venting. practice in the state,designed g P ned to g ® R806.2 Minimum area. The total net free ventilating area shall not be less than 1/150 of the area of K=FMTS IL5 the space ventilated except that reduction of the total area to 1/300 is permitted OVERHANOprovided that at least 50 percent and not more than 80 percent of the required -- ventilating JOISTS OR ROOF BY 12 �e� � area is provided by ventilators located in the upper portion of the space to be venula PER TIARM SPECS at least 3 feet(914 mm)above the eave or cornice vents with the balance of the required 4 L JOISTventilation ventilation provided by eave or comice vents.As an alternative,the net free I� cross-ventilation 12 a area may be reduced to 1/300 when a Class I or II vapor retarder is installed on the t4 1PITCA warm-in-winter side of the ceiling. MATCH 4 EXIST, o Ventilation Required �he Main HVAC(Third floor) 1304 Square footage Main front upper balmy 56 Square footage Main rear upper balcony 560 Square footage V-011 Garage Apartment HVAC 754 Square footage 24 KALL 2xb WALL 2xbWALL 2674 Total attic sq.ft. 2674 4 300 = 8.91 8.91 X.5(50%) = 4.46 Square footage net free area req'd IL IL DETAI Roof Vent Specifications - (per manufacturer) DETA . RIDGE VENT(NFA)Net free are 18"per linear feet. Tr:'E "All �FE 11 611 TYPE 1101 1 Venting Required N.T.S. N.T.S. N.T.S. 4.46 sq.ft.x 144 sq.in.®642.24"(convert to linear inches) MAIN Hc7 USE ® (5ARA6E APARTMENT ® eARA&E APARTMMT 642.24"/18"(NFA)®35.68' total min.of 35.68'length of ridge vent required EXI5T. FLOOR 5Y5TEM THIGKNE55 UNKNONN ±&'-O" PLT. H6T. (3rd PLR.) SIO'-O" PLT. HOT. (2nd FLR) (FROM 2nd to 3rd) ±IO'-O" PLT. HOT. (Ist PLR.) (PROM Ist to 2nd) ±2&'-O" o/HOUSE 5LAB/BLK (DETAIL "All) EXIST. EXIST. NEK HEADER EXIST. NEPi BEAM NEVI HEADER _ _ _ _ - ------- ---- r----- F — II II I II it _ I II II I ! ii Ii I I (V I Ili IST. EX ' I � I x r----1 --� I I I , I rF L II ! � I � I I I ! � I RID6E I I NENRIS ........._..... �.286® lU RI VENTAPFROSFO a'LIN I X I®'-61/16" PLATE o/ (2nd PLR) 1'-5 3/4" FLOOR 5Y5YTEM o/ ;9 I + �: 15ED PLT. H6T.=I0'-I I/bIff " ! I +1'-4" PLT. 1-6T. (Ist PLR) EXI5TIN6 ------- I I t22'-4 5116" OOZE 5L, /BLK -- L__ --� ( r I I ! I I I cv ! I I Fi=====____ iL I Il II I ! � I � II F-I II 1 ! II II --------- — I --------- --- � �----- -- EXIST. EXIST. EXIST. NEN BEAM NEIN HEADER CHIMNEY EXIST. FLOOR 5YSTEM TH I GKNE55 UNKNOWN q'-I 10' PLATE o/ (2nd FLR.) �&'-O" PLT. H6T. (3rd FLR.) 1'68 3/4" FLOOR 5Y5YTEM o/ +IO'®O" PLT. H6T. (2nd iIO'gO" PLT. H6T. (1st FLR.) ¢IO'-1 1/5" PLT. H6T. (Ist PLR.) i2b'-O" o/HOUSE SLAB/BLK J2O'-II" o/HOUSE 5LAB/BLK (DETAIL "All) (DETAIL "B") L AN11 (U ROOF tet.W 2'-O" 0 raJ RooF PITS SHALL BE W2 LINLESS NOT®OTRMSE ON PLANS. (3) ROOF FiiAMNS TO BE PIM-ENSINIMM7 WX0 TRMW SET®24"®.G., (4) ROOF FRAMW LIKIM TO BE#2 OR ALL PLATE Imo.ARE TAIaN BETTS. FROM THE 5WM FLOOR%649- % ROOF IWIGATES DI TION OF OR FROM THE TOP OF TIE MAIN SLOPE. H®UBE M M1) (6) > INDICATES INTERIOR GEILINS YAULT. (7) WICATESFALSEKALL (8) %err:<:. ® INDICATES 2nd FLOM HALLS. NOTE: ALL YEW STAUC,FIFES, E TS,EX,TO EE LOCATED ON REM OF MW AIS NOT VISIELE FROM STFaT. 100 I ...._. • .. .... ..._. .... ._ie ... .r..�.. .r.w. ,._ a •.. p tai' 12 TYP. J4 ------ - ------------ ------------------- ------------ CQ PLATE HOT. PLATS#iS1'. co —� "I li iiiNEK I III �,I I I III III I III III III III r----------- I III III I I III III I I I IIL JII I I IIL _ _J II I II I \ I y I I / \ I z TOP OF 3rd FLP, 5 i \\ TOP OF 3rd R. VENEER ------------ ----------- —- — ——————————— —————————— — I 11 LJI I 4 r 1 0 MNOVE I III I,I I OARM IL III III e I III III I I I u ��/y�/� III Ns*WE I,I u ® h ;L i I I IIS i L-- ----J I I �I III I I 41 L1 iiI I I I I--------------� 'I TOP OF 20 MR �° II TOP OF 2nd FLP. I I I I I', — — -- ---- ------;-- — — -- — - ------ - ------ -- � Ifs CQ v 44ISO Ii ii r - - - - - - -- - - --yi _ @� II 1414 - - III II L rzm v II SnJCW VENEER CQ A / - - - - TOP Of lot FLP. \`. ---------------------------------- - ---------------------- ------ ----- TOP OF lot MR. I m lop I UAO*4 'N' L E A 1 0 N, M1 AM V l ` 12 12 _ TYP. :b4 Ti t Vj a PLATE W. PLATE IiOT I III I 4 (` I lit RAILINS IBJLU TOP OF3rdFLR --- ---- -- —a—__--- — ----- ra �----- ----- TOP OF 3rdFLR. R I I I I I I !® I I LU I Lu q NEN 4 I ® � I 0 / TOP OF 2nd PLR. zm TOP OF v I I I I I I I �- Tr oil v NEK tit t h1 ® WA4 - ® lira EXIST. KW/BV/DH \ II I - NMI DOOR �`. Ij I &/®1/14 TOP OF let FLP. — TOP OF Ist MR. s/ e 1/4"m 101" U T E L E 1 5` T E E I a®®aa !® ill CWO NOS Al or 9 a all 1 0A a,CQ X, V_c� �, d I 12 12 �O 0. ® I rte. . *4 r PLATE Hof. ----.._-� P4 0 PLATE HST. P I F1 a TOP OF 2rd Fly TOP of 2d FIS T1 m — RATE MT. 1 ATE HOT. Bla----------- -------- --- -- --- F-I i II ii ii i I ® EXIST.COMM 41 STiJGW Vem II 54 j a t4 440 ! I I II I I I � a0i � TOPOF SLAB --------- ----------------------- ------------------- ------------ -------------O%k T V A -Tom i UA'pk N "A w94, Cq i N U-1. T E L E A T I zm Cj-1 oju-p i I I I I r- 1 1 l ATE HOT. ATE HST. IL � I t TOP OF 2rd Fly Ill I All I - ------ A. T�OF ltd FLK TOP OF ltd MR. PLATE HOT. _ RATE HST. w w LA w 14 IA IL. U QRATE HST. X -- EXIST._PLATE Hit'. LU HOOD t e --EM Em 0 ® t Its PEI 44 tuQ - a ® 0®� SUMM R KITCHEN Ij TOP orLU - TOP®F DRAM Wra I�rS DATM 6/01/14 .M NUPMER, G� s �® �, DNS NOs