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BP-03-1390_Plans FLOOR ROOF WIND LOAD CRITERIA TRUSS LOADING CONDITIONS TRUSS LOADING CONDITIONS DIST. FROM OCEANLINE 1.0 Mi. TOP CHORD LIVE: 44_ TOP CHORD LIVE: C _ „ _ „ EXPOSURE CATEGORY TOP CHORD 1 P CHORD 1 „ „„ D EAD: 0 TO C O D DEAD• � BLDG. CATEGORY I I 17 10 _ 2 2x LEDGER BY BUILDER m REFER TO ARCH. OR ENG. OF REC. ( � 'BOTTOM CHORD LIVE: 0 BOTTOM CHORD LIVE: 0 WIND SPEED 146 M.P. � � _ BOTTOM CHORD DEAD: 110 BOTTOM HEIGHT BOTTOM CHORD DEAD: 10 AS SHOW STRESS INCREASE: E0 STRESS INCREASE: DEAD LOAD 10 P.S.F I J2 J2 _I X Fl ASCE- 7 -9 8 71 I hP _ BLDG. TYPE ENCLOSE �7 �1 MEAN HGT. 22=0 G - 1.33 I AG1 WIND DURATION G PLIES `, C F� I = NOTES A2 _ 1 # I I - HIP GIRDE 1. FOR HANGER CONNECTIONS, REFER TO HANGER _ F1 " w� Y DETAIL SHEETS ATTACHED, IF APPLICABLE. cc, 0c: ' I r w ZJ SIDE JACK J Q Q PLIES A zJ¢^ F1 =3w Y -� 2. FOR BRACING ON WEBS AND COMPRESSION REFER # a = U U z TO ENGINEERING SHEETS. mo J2 J �o� w F1 �' 3. FOR HANGERS SHOWN ON ROOF LAYOUT, REFER ` 3> Fl F- z ° ° TO HANGER DETAIL SHEETS ATTACHED IN 63 m N � o o�` � ENGINEERING PACKAGE. w� o� P � F1 B boo TING b 4. ERE FIELD BRACING IS NOT THE RESPONSIBILITY B3 o F1 �_� �� OF THE TRUSS FABRICATOR. PERSONS C - rw= Y, G TRUSSES ARE CAUTIONED TO SEEK PROFES- x cc Q U TYPICAL HIP CONNECTION DETA U Q „ �c� F1 SlONAL ADVICE REGARDING ERECTION BRACING 83 - Q��d � REFER TO ENGINEERING PACKAGE FOR WHICH IS ALWAYS REQUIRED TO PREVENT = m E Q TOPPLING AND DOMINOING DURING 0 = o� F1 I I DETAILED ATTACHMENT & N.O.A. I t - • - v w i AND PERMANENT BRACING WHICH MAY BE REQUIRED 83 "° F1 N m IN SPECIFIC APPLICATIONS. N = y TRUSSES SHALL BE ERECTED AND FASTENED �m IN A STRAIGHT AND PLUMB POSITION. 83 m� F1 Ih-I— TRUSSES SHALL BE HANDLED WITH REASON - X 14 �ti ABLE CARE DURING ERECTION TO PREVENT F l DAMAGE. 83 cc F1 5. CONTRACTOR OR OWNER MUST SCAB I = sloe I I ANY TRUSSES AS REQUIRED AND I FG2 F4 _ SPECIFIED ON ENGINEERING SHEETS. 83 6. CONTRACTOR OR OWNER IS ADVISED TO F4 - SEEK PROFESSIONAL ADVICE BEFORE = APPROVING THIS LAYOUT. 82 F4 - 7. DO NOT CUT OR ALTER TRUSSES. CCk t F4 c BG 1 w '�-'� v� DECO WILL NOT HONOR BACK CHARGES ,_ UNLESS AUTHORIZED BY THIS OFFICE. ,{ is F4 8. TRUSSES MAY NOT BE SYMETRICAL. J = - ALWAYS REFER TO ENG. SHEETS 4 �' J4 F4 WHEN ERECTING TRUSSES! F4 = V J2 J2 = ` I c0 c0 c0 c0 d N N �� V12 17 10 _ TRUSS CUT BACK 1" FROM WALL. HANGER BY BLDR. ATTACHED DIRECTLY T40iAK�_67, 6 (REFER TO ARCH. OR ENG OF k()' Date Signature " , ?E FURN THIS APPROVED DRAWING TO l RU, P! A NT, FABRICATION WILL t4OT START U 4&R REEN RECEIVED = i I ' � -- 31 1 2" GAP. I J w = 10 -8 ELEV. ,. 0 u CUS•I' [ ! ? �'n, +17 c� C �.�NTr7nC;T,0_ , 't, . ;Ch F f G AND E,�FCi_6Ci�. 8-1/8" SQ. CUT r x. / 1 DATE CI ['�CaLy;GE s" 19 -8 ELEV. „ CANT. „ 9 - 4 ELEV, s I 2 2x LEDGER BY BUILDER {.,} (REFER TO ARCH. OR ENG. OF REC.)Y' k. 44- 1 ► 'tt P Iq SE CTION. .B SECTION .................... C w�. / l N.T.S. .,. - N.T.S. l T P., y t I � SECTION.. .A -A 1 REV. 02/15/07 OMPANY 1 N.T.S. r� S . 52 St: Princeton, FL 33032 Phone (305) 257 -1910 TRUSS PLACEMENT PLAN ALL SPACING 24" 0. C . APPROVED AS NO rJOB ADDITION FOR:BRENDA WYSONG SCALE: 3/16 = 1' — 0" UNLESS OTHERWISE NOTED. 1. I ' RRICANE STRAP WALLS, AND FOUNDATIONS 4. ITE FRA MING MUST BE APPROVED BY OTHERS. 345 N.E. 100 ST., MIAMI SHORES, FL MUST BE CAPABLE OF WITHSTANDING FOR DRY WALL CONSTRUCTION REFER TO ARCHITECT or TRUSSES MUST NOT BEAR UPLIFT AS SHOWN ON ENG. DRAWINGS & F.B.C. 5. ER DESIGN AND CONNECTIONS MUST BE APPROVED (BRENDA OR GEORGE WYSONG) BY OTHERS. 2. - DITIONAL STRAPS OR OTHER CONNECTIONS ARE WITHOUT STRIPPING ' CONTRACTOR ENGINEER FOR COMPLETE ON ANY INTERIOR WALL EQ'D IN ADDITION TO STANDARD CONNECTION 6. T � R ECTIONPERVI E SI SUON IS REQUIRED. CC # 06071301 NAME: MARIO ESPINEIRA' TO PROVIDE 2X4 CONTINUOUS TIE DOWN PROVISIONS OR PARTITION UNLESS O WITHSTAND UPLIFT AS SHOWN ON 7. ISTING TRUSSES MUST BE CAPABLE OF WITHSTANDING Q # 36921 PLAN No. DRAWN BY DATE LATERAL BRACING AS PER FOR TIE BEAM, WALL and DESIGNED FOR ENGINEERING DRAWING AND F.B.C. ADDITIONAL LOAD DUE TO MAHMOUD ZOLFAGHARI, P.E. THE NEW TRUSSES. 13901 S.W. 108 AVE. ENGINEERING SHEETS. FOUNDATION CONDITIONS. 3. ANY REPAIRS AT THE FIELD MUST BE APPROVED BY gLOADING ON GIRDR TRUSSES MUST BE CHECKED AND MIAMI, FLORIDA 5814 JG. 02/12/07 N VERIFIED BY ARCHITECT OR ENGINEER OF RECORD. (305A REGISTERED ENGINEER. 253 - 2428 m ' MAR 0 5 2007 13 Y. _- I CITY P RI IT #. D�-1 miami Shores Villa e APPROVED BY DATE ZONING DEPT BLDG DEPT � 6 G SuWwr10Wv,PUANC wn TH ALL EDERAL S AND REGULATiC)> >.S _ DOOR H ULN 1. BATWROOM FLOOR5 AND BASE TO BE OF IMPERVIOUS � , M,r'vl'ERIAL X55 FLORIDA 111_Di'Ns's C�C�DI* 1. FP OVID1= �. Cx�a. MTL. SCUDS , 16 O.G, KftCHENd REFRIGERATOR St' , ACE (� 3� HAND WGT, ND RAILING t+lp, DOOR �= Ff�AME � I�EMAI�KS cABiINlET3 ll.�ALL SEE ©ET. 4 ON aWT D - 3 . _ . ,. . �. rT �- 'N M T MAT. TYPE CLASS MAT. DET. 2, IN AN OUTSIDE WINDOW OR DOOR t°7f'E1«'4BI_E FROM Td41E ��1 uhf DOUBLE 51N< I� MICRC�IVA`i°E „ S�+,t. a NH L. r 3aaoirT , i. >:ra r l IN �?D1 =, 1'1� MOD C� JP ATION 13WL�1,.1. NC�T R GtI,II�; � 1°� 1 G D15(�U11�wW R (?� A/C COND -fNNNG UNIT' PAP 0 2 1 :3/4 L./GL. r - R ENCW va Err �i a >a LUM r�c7o� �co�� THE U5E OF A KEY T�?U( -, SPECIAL 6�:NGkU�Ia EDGE OR MTt. t $ caLr , :�urQ LS�i . L PROVIDE SAFE T : GLA6 CLASS 11 AS PER Per, 2 4007 AND 2 411,3.1,3.2 � R�tNGn� [ j { AWU 0 2 1 2 2' -,'.,' 1 3/4" MT'L. 5o4i> + ot1D. �Ft�Ri. 5t�1 CLEAR OPENING SHALL 1! 3E NOT LE-56 THAN 1. �` pA, t., MAtcEIL�: SA SA!7D5M Al S f 7Y•kROOMS _ 20 IN WIDT44, AND 24' IN WEIGWT, 5 "1 Sa, FT. IN AREA A N 3 2 ° r 3 1 3�8 IJJD. LUIN LJD. G'4I-'r d -,- �-, tW + )Tfic�31 OF W OP NINCy aWALL N� 'r Mt,IR �'1 AN 2. SWOUJ R A` 0 0:�1fiWiUP3 C O} 11tiARTT�t h�T P'iUS'T WAVE 1FLOO AND U4LI_ (� LiNE OF d: A115INETS ABo E IVY 42° P.46Hi COUNTER E RA, �1 FaI 1 _ ®, MA >.E 3AZ�ME AT 13�A NR®OM3 AND ll1A -5 G�3N5Ti JJ+•T :U' OF SMt Ti !, GC�Ici�Uf31JN a15'TANT AND �' y 4 2' -�" �'r�+' 1 :3/S' IUD. �IUiN� wo. +�MLy �._ 4 Aj5OVE THE FINISHED FLOOR AND NO PART OF T1w4E 'I ONAE35GF NT WATER- I"�'E51;3TC�NT MGnT�Rl.4l_S TC? A Q,EI{�WT CAF NOT' (� 3c" a11�I -1 GC�UNt1 =Fa' 1 P � ' ; i �kia L, 1JD. 1�lcit L .BA;J L Am that r7rr3 OPERATING MEC.1�.ANl'5M �WA!_�_ 6E PLACED HIGHER THAN Lr�55 tWAN ?O INCWEa A�3OYE TWE COI'�1�AF�IME ".IT FLOOR �t THE (� DRt� CEILING: �T 9"-V WIC�I -i d� 5 2 1 . - 4a rE's 1 :3�8 II1D. G :E T �7t1 -Y 54 ABOVE FINI�aWED FLOOR DRAIN C� PANTRY L 'ABINET 6 2' - �'�� IUD. C�L.G�tdi�5 � A.LUi"1• ,�aa 1='ER FBG, 1204.3 � ° W W1 5 , �rl -1�L ✓E5 C� 4�a: C�T. RAILING _ _ f;,- v ._ -- - .._,.�......�,,.,�._-�.,.�.o,. : 3. NUMBEIR5 OF ADDRESS HALL.. BE PLACED v161 L.E AND 2'• °O' ;a'r 3' WD. cat°C "NIAI, _.� SL UM � ECaIL 1,E F> '•CAM 1 °W: 4i fS2E `t F �UNTINCz TI {E E PROPERTY 'I" 1P WASHER AND DRYER SPACE (� 2'2' X 36' ,ATTIC, ACCESS- PANEL _ t- �a�_t? _._.. �._ ®� o rs - R VENT DRYER TO EXTERIOR COMPLY GUIWT F ��3fd9� r �s,- i� ALUM RtLi, 1.ouvE, n AND �v1 ALL BE :3 INCW;ES MIN. IN HEIGWT. UJAW. . 1 (I ARC WED TR4N$QM O f ENIN�a IL ...._._,�. .T. _.�. .�-�. ._., �.rr...--,- :_-.-,-,•.---.,:..:.._- �.,...-..- �-.. �,.-_. �:. m._,_,. �. �, :.�...�,.._.-- „.....-- �- ,.._._- TO 4V-67 ` I� t. X & P.T. 1.1.10. ;�.1D. �AR,��r,;�E DOOR 5. RI„:FEIR TO FOUNDATION P LAN I'SHEET A -1) FOR CONCRETE ,JAME1 (SEE DETAIII-) + 2 x 4 RA551T'E.D WOOD FRAME FILLED BLOCK CELL LGC:ATICN, SIZE AND REINFORCING. INDIOATil 8 "x8",10" MA50NRY UNIT DRI11.IA.ILL FINISHED L INEN E iMl 1 :.1:_1 GLGTrET W1 5 S:WELVE5 ro. ALL GLASS USED INSdDE OF P1IUELL.ING SWAL, EM TEM1=1=-RED. INDICATES 3_!a /8' METAL 5TUD5 I''ARTITION 24' O.C. CK) 31/2' X 31/2' STL. COLUMN .�^- '•._.- °�°"°- ?I3,�iTW 1/2' t�R'r'U:tALL FINI °nW EACW SIDE. CI SNE'E'fi D' - FOR DETAI(e5J I. EVERY CLOSET DOOR LATCH WWA:LL BE SUGW THAT CHILDREN L LAUNDRY SINK C.AN 011=N TWI4 !DOOR FROM IN511��= THE CLOSET. 11vIDICaA'�EC� 3�5/S' METAL STUDS PAR''ItiC?N 24° 0,C. 8. EVERY" BA1°WROOM DOOR LQ(X ,514ALL BE DE6IGNEt7 TO � WITH 1/2" DRYIIIALL E.AC4 SIDE AND R -11 INSULATION I'eI ELE t:;TRlr,; WATER CHEATER P_RMI'T TWA OPENINCa OF THE 1- 0(, - ,Kr--D DOOR FtROM THE i EtUIEEN STUDS, OUTSIDE IN AN E:i�'IE}�CaENC:'i'I@NwI) ELECTRICAL. 1"lE7'�:R IYLr=+'TRk.:AI. P.4NE'L _ If� A/C CONDENSING UNIT PAD 4 "} AWU +oI Y._, - L l F )LIDIN6 NO "F a. , DINING � I- PROVIDE DADE (_.OIINTY APFVO ✓Et), HLIRRIVNE faHWTTEl ?rG ALL i ;'- " I am EXT5'IQR' QOOR5 AND NINDOtIN5. %BMI`f DAVE QOUNTY AP6%�Rt',?1WtL. P1U111ER f-"RIQR iN5TALL17(GN. ifs I' ar. 2 -A.LL. 51'05 AQAIN5T GON�RETE BLOCK NARLL �51IAL_L 13E 5EGURED 1IU 4 -I15d NAIL5 A5 &'ER �EGTION 2q0 01 (L) 5.E:B.C. FAMILY ROOM EX1,5 fiINCs DOOR TO REMOVED � - ON(::. 5LA5 70 IMATCW \ r J ,. EXiSt ING I- PIMEN510145 TAKE PREC�EL)E:NGE � 5H1KLL VERIFY AL L. DI ANINC5 DIWN510%. 5HOl,UL THERE N 13F ANY ING0515TEINCY NOTIFY THE ARCHITECT OR ENOISEE ti�� - . - � e . I1 11 L 2 -C;ONT IAGTOR SHALL BE RE5PONSIDL:.E FOR ADEQUATE -u- BRAGIN6 OF ALL TL .aTRUC:TUR,A,L MEIMBEIaS, WALLS AND N ON ct 5TRUGTURAL ITEMS DURING GON5TR JGTION. r:xIS'rI'NC� WINDOW TO REMOVED NCi1'C..;�IEtd �aT`dt� " -r fit F _4 3� I I O 4',-4' I ' -4 _- ° - 1 I I - AV F. X 1WING 5E T I C:aTANf w AND DR,A1NFIEL,D TC:> + : 5Aij i A RrEA { R`✓ 1 1 IiT N ' C NE uy �C If I I I i L -J _ L V5 ! " II I = r - - � �t r ' - NUJ�(A.QNh3C;»1{�'N 1�4A�. 1 Fl =�:�� F - p, ~__ '^^ tl -' EXI:STIN WINDcDW AND LL.ALL � � � ; It'.+ �'� 7'�" 1 PIPE 5� C3 14<sT 1 TO REMOVED, I I ��I �I ° d-,- `PRr.7VVE O EN1 I - iC 15TI.NG RE51pI�NCE F `` ./� - �ii�uoga.�k �' i�m��i X:I61 "ING 11UASWER 1 1 I ITS IT h` 6 D RYE R TO 1�ELC�C. I F- � � ; I* I/2 ATE L ""�., GARAGE - I I AP'DITI N 4 Ir _. 2 44.0 ! 1 $F 4 55CC?ND F1... =411.2 ..aF.? FIN15N `L � :L -. TO MATC I E X15TINIG T AC T -.�" 0 1 � E i RIB � C� cT - I , 1 -'�°- 1 EX15TINCx UJATER- 1 J `'1_j ..,._Nt:(J 5EPTICTANK i 10 (SL 5, .AND � � 1 J it 'RAiI^dFi LD F'a"I $F. 4 --� � .mow. 9_ • pe give® v , .+n+®P ,r 9+ w ®1®VUr. s �,...m,. f. ,vlwcrP pr ®wR�+ I ,I 1 ! .. ... IE I '__ 1E ,m. , ` 5 T -r '.'51 ■u p�� W eotta T Pvrv�P Ye v.,e .M 4.•r v Nero_ r xme ®� M^ - ®� �r •n �9u ® "_ A e.mv^T .W n•a�rM ms �qw� ■ _ gh.. V� , O� yy R W N A J I N jft o r s Lo P4N DRAKN 13)" J.H.C. D/vrr:: 05/1130/05 LIEWA Lo I \ N •1_ �...� �.. PP:�41IN& NO,. " I THE EAST GNE HALT (1/2) C31- LOT 18 AND Al_ Or LOT 15, B 39, A N - 1 ,.s .A1~IE�NDED PLAT- OF MIAMI $HOR 5 SECTION No. 1 AC CORD1N(a ICJ THE FLAT THEREOF A5 IN PL-A7 BOOK 10, AT FIAGIIE 10, OF 7HE SHEET OF PU BLIC IRECORDa OF MIAMI -DARE COU NTT, F PLOOR PLAN L _ DOOR SCHROUL21, 1. BATHROOM FLOORS AND 15A5E TO BE Or IMPERVIOUS 3 „ , MATERIAL. A5 F LORIDA BUILDING CODE 1- PROVIDE 20 GA. MtL. 5tt;�DS w 16 O.G. g KITCHEN ® REFRIGERATOR SPACE ® -.ro rl+'.zT. HAND RAILING N0. DOOR FRAME REMARKS CABINETS WALL SEE D 4 ON 5 D -3 w H T MAT. TYPE GLASS MAT. DET 2. IN AN OUT5ID WINDOW OR DOOR OPERABLE FROM THE D OUBL E SINK > MICR OWAVE 1 2 -2' -6" �' -8" 1 3/4' LJGL. FRENCH CAT. n ALUM. MTL. T4,RESWOLD, WEATPER STRIP, INSIDE, THE MODE OF OPERATION SHALL NOT REQ �' UIRE B M N O TES: Q DISHWASHER O A/C COND UNIT PAD *2 SAFETY GLA58 DOOR SCOPE THE USE OF A CLEAR OPENING SHA KEY TOOL, SPECIAL KNOWLEDGE OR Z n n n I_. T�RE SHOD AUTO CLOSE EFFORT, 5UG I., , D RANGE A * 2 2' - (o - 1 3I4 1`1TL. soLID CORE WD. MT 1 -I J -L BE NOT LE55 THAN L PROV(D SAFETY CaLA55 GLASS 11 A5 PER r°BC. 24 @8 AND 241L3.13.2 � U NU �2 0 E O " RAISED PANEL, . MA LE SADDLE AT 5ATHROOMS 20 IN WIDTH, AND 24" IN HEIGHT, 5 3 2' - @ 6' -S" 1 3/$' WD. 1 5Q. FT. IN AREA � ( ;SWING WD TH M OF THE OPENING SHALL NOT BE MORE THAN 2. E BOTTOM SHOWER AND BATHTUB COMPARTMENT MUST HAVE FLOOR AND WALL V LINE OF CABINET5 ABOVE 42" HIGH COUNTER mi l' n u ® RAISED PANEL, MARBLE SA�tDL$ At BA'r;4ROGMS o AND WALL5 CONSTRUCTED OF SMOOTH, CORROSION RE51STANT AND 4 2'-B to -8 1 3/8 L D . SWING WD. ONLY 44 ABOVE THE FINISHED FLOOR AND NO PART OF THE NONA55OR5ENT WATER- RE515TANT MATERIALS TO A H E IGHT OF NOT U 36' HIGH COUNTER V DR OP CEILING AT S' -@" HIGH - - RAISED PANEL, MARBLE SADDLE AT BATJ41ROOMS OPERATING MECHANISM SHALL BE PLACED HIGHER T14AN LESS 5 2' -6" &' 1 3/8' WD. POCKE WD. ONLY 54' AB DRAI OVE FIN15PED FLOOR. RAT N A T1 A5 PER R A=BC. 12 @43 INCHES ABOVE THE COMPARTMENT FLOOR At THE ® PANTRY CABINET 6 2' -6" 6' -8" WD. COLONIAL ALUM. D W/ 5 5HELvES ® 42' HGt. RAILINiG BI - FOLD 3. NUMBERS OF ADDRESS SHALL BE PLACED VISIBLE AND � " � H AN '' Y S AG 22 X 6 ATTIC ACCE PANE WAS R D DRYER 1 E 3L ' I H E E � 2' -@° (01—an WD. 5ppO�D ALUM. LE GIB LE FROM THE S TREET F RONTING tHE PROPERTY O e �_ " �J-L LOUVERED AND SHALL BE 3 INCHES MIN IN HEIGHT . , � i SENT DRYER TO E:KtER(OR � COMPLY W'IHt FBC 23 @9.6 8 2 - to 6 8 WD. I3I - FOLD ALUM. WAL I� OI ARCHED TRANSOM OPENINGS ® 2 X 6 P.T. WD. C-;ARAGE_ DOOR 5. REFER TO FOUNDATION PLAN (SHEET A -1) FOR CONCRETE JAMB (SEE DETAIL) 2 x 4 RABBITED WOOD FRAME FILLED BLOCK CELL LOCATION, 51,2E AND REINFORCING. INDICATES 8'x8'x16' MASONRY UNITS Q DRYWALL FINISHED LINEN ! CLOSET W/ 5 SHELVES 6. ALL GLASS USED IN51DE OF DWELLING SHALL BE TEMPERED. INDICATES 3 -5/8' METAL STUDS PARTITION 24" OC ® 31/2" X 31/2" STL. COLUMN WITH 1/2' DRYWALL FINISH EACH &DE. (SEE 5HEET D -2 FOR DETAILS) � 1. EVERY CLOSET DOOR LATCH SHALL BE 5UCH THAT CHILDREN V LAUNDRY 51NK CAN OPEN THE DOOR FROM INSIDE THE CLOSET. INDICATES 3 -5/6" METAL STUDS PARTITION 24' O.C. 8. EVERY BATHROOM DOOR LOCK wHALL BE DESIGNED TO WITH 1/2' DRYWALL EAGH SIDE AND R -11 INSULATION ELECTRIC WATER HEATER PERMIT TH OPENING OF THE LOCKED DOOR FROM THE BETWEEN 5TUD5. OUTSIDE IN ;4N EMERGENCY � ELECTRICAL METER ELECTRICAL PANEL W E A 8' -il' 8' —lln PQ A/C CONDENSING UNIT PAD 0 1 A H U *1 1 � JL Q� 15 CONY Q 1 _ -LLLJIJ 6l —� --- ------------------------------- - - - - @' -a' IBEPROOM ( I r D -1 I I cri I II I I I I 5T�( Y � STAIR I !I • . II � I 1 ------------------------------- - - - - -I FG- FC F — ---- --- --------------------------- - - - 1V I-� t � — � 3' — 3� — @ 4 n I 1 I Ia 11 o- I l I I ;Er. a113/04 ! I I I I 5 JIL L --- - - - - -- -I L — — — -- — — — — — — — — — — — — — — — — — -I 1 11 i t " --------------------------- - - - - -- i ! I I TITLE i I I SECOND FLOOR FLN4 \ / ! FIT NAME 345NE I0O5T DRANN BY J.H.G. l — REVI5ED BY A.A. l PLOT 5GALE I:1 DATE 03/30/03 DRAWING NO. SALE; 1/4 1,_0" ----------------- j-------------- - - - -- SHEET OF 1 m n. a z r r 12 3 TO MATCH EXIST, If TOP OF _ TIE BEAM ELEV. +ia' -4' -�® x 6' -8'I WIND PRESSURE SCHEDULE FRENCH DOOR ASCE 7 -98 PROJECT NAME _ 346NEim ®st i if m : , OPENING LOCATION ROUGH OPENING +P.S.F. — P.S.F. I , i � iLLjLi = i ¢ i I ' 1 I s I ti i - 1 I NORHT f �� x 00 503 T ❑ LJ�I �Lt L I �J t 4 DP OF S ECO N D J U J �I�JJ I 3 1'• i 1 �: : 1 " A L-u- 1 FL. CONC. SLAB 2❑�I NORHt 1 �� x �® �m3 54.9 I 1 1 I I ( I 1 ❑3 NCRNt ( x $O" 56.ID r, 1,1 e " T 4 WE ST 6 x (a3 61.°l I ❑ 563 1 p I I ® ' 5 U1EST 38 x 2F� 1 I 6 ®.9 j I ❑ � i L'° i WEST 28" X 50' ra ®.°► 66.8 ' o di I j 7 T I O WES I t , ❑� 28 x 5® 6 ®."i 65.8 .......$ _.,............_.... _,.............., __...,......,.,.,. ❑8 EAST 38' x 51' 59:3 64.5 ILE I g $ : I : I I � $ e I B 8 \✓ I NOTE TOP OF — — — — — — — — — CONC. SLAB 1, THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS ELEV. +0 -0' INCLUIDING GLASS BLOCK, SLIDING GLASS DOORS, AND F DOORS PROTECTED BY HURRICANE PROTECTIVE SHUTTER 5' -0 x Cam' -a' 5' -m' x 6' -8" 5Y &TEMS, BEARING A METRO DAD PRODUCT ACCEPTANCE. � NQ NOR T H 1 FRENCH DOOR FRENCH DOOR SEE ATTACKED MFR. AS PART OF TH15 SET. 1 ❑ 1 SCALE: 114" = 1,_0„ F21 e� CONT. WHITE ALUM. HANDRAIL IL PICKETS a 4' OC. Q _ - `� �r 4Q,\V 12 3 T rh .. O MAtG1 -{ EXIST. 1=`� PRECAST BALCONY SLAB TOP OF REFER TO STRUCTURAL DWGS. TIE BEAM IN PRIEECA5T SLAB ELEv. +18 -4' ° - RECER�O STRUCTURAL DWGS. �P x 8/►3Jp4 NOTE : .,... 1. ALL RAILINGS TO COMPLY WITH FBC SECT. 1015 O 2. RAILING MANUFACTURER SHAT L SUBMIT SHOP DRAWINS t0 ....... ARCHITECT AND 1 OR STRUCTURAL ENGINEER FOR APPROVAL m ......... •.. PRIOR TO FABRICATION. u :.�•: 3. ALL RAILINGS WILL WITHSTAND 15 MPH WIND, 4. ALL RAILINGS TO REJECT 4' DIA. OBJECT i 1 t i I I 6 13 i I I I I I NTS FI-L SOUTH I I i I a a tt TITLE SCALE: 114" = V _ 0 ,r EMVATION AM WC A E I LE NAME 345NE 1005T DRAWN BY J.H.G. REVISED BY A PLOT 5GALE 1:1 DATE 03/3 DRAWING NO. A- 5HEET OF 1 z �IIINI .t I 3 TD MATC4� EX1ST.' e�'� - TOP OF TIE E3EAhi ........ ma , = I s ,1 sl 3 1= I i j T TO MATCH EX15TING � .. I 1. I 24 51.4 TOI�-' OF SECaND i I I -__ '--= - - - - - - - . r i I : L � _ + �v �_- �..".;� .._,a�� �,:,�,anm�,�,n - � �� ,� „n��=,m..w.....,���,.ne,n; �„_....� ._ � _ ,� .� ®� ❑�n_°a� �� "� � ��u ;���:, _ �n�;G�� ®�� �1 � •� -€� ,�(�°� Q� TOlz:l OF ■ li SCALE. 1/4" _ l' -0 fl�1 ir® IS) A=te 3 TO MATCH 1aX15T. TOP OF ��- :❑ �� _ WIND P S CHEDULE TIE SEAM ASCE 7 -98 ;f 1 ;I4�t�dl�3T B I�'RC�J�GT NAME ....,.......I _ _` _H OPENING LOCA ROUG OPE NING +P.S.F. - P.S.F. # _ NoRwT (00” x 90 ,5103 6-4.4 El q , L LI 1 II P 1/2 366 S# i 1f2 514 _ _ ❑ �� NCR! -IT (o X 5Pa P» 34. - �• N !••IT �i �R ; �1= &E-r— CU I� 51. ..0 r I P '1 ' =1 FL. 'ONC. SLAB — _... = I UI_ST 35" x 2 °3 619a.o� a J - IWEa'T 20" x B4O' °l 65.E3 I�Eat 28" x Epo' W5.E3 - _ - $❑ EAST 36" x r71" 59,E 64�i ® pry STUCCO FN5141 e OI 1 1C7 M 1 C1 EXISTING 1. TH15 51 SHALL PAVE ALL EXTERIOR GLAZED OPENING5 INCLUDING 6FL.A55 BLOC, 5LIDING GLA50 DOOR5, AND F=RENIC—P 0 = 4. ..:.......... ....,,,........e,.,...,,..,..., ��- DOORS f OTEC:TED BY HURRICANE I=FROTECTIYE: SPUTTER F4 S�YSTE.i"15, L5EARINC'i A METRO DAL PR01�UCT ACCERT'ANCE: TOP — - SEE ATTACHED MFR. AS PART OF THIS SET. TITLE CONIC. 5LA5 o .- Enmmnaw,�m G P> SCA 1/4 w 1'_O" Fi T NAME 34 NE DRAM ELY J.H.C. RE "VI ED BY A.A. 1?rATE 05/150 03 0 , N1NC- NO. A - 4 SHEET OF . 4 10 2 4' m ,J 11 1_IFETILE" CEMENT TILE ROOF ON 1 -•`30O MINERAL SURFACE HOT 1`10FPED TO 1 -30*' FELT 12' TEMP. 5AR5 TINTAa~, GIED TO I9/32° PLYWOOD SHEATHING THE 1 -30* FELT IS ANCHORED TO THE PLYWOOD SHEATHING WITH SENCO GALVANIZED, (v ;1 5 NOSING DIAMOND POINT, 1 -1/4' X ,120° DIAMETER WOOD ® TYPICAL I /S" WIDTH GROWN X 1 -3/4" LENC'zTH. WOOD GcONC:. SLAB � USP METAL S TRAP SHEAT'HiNG ANCHORAGE SHALL BE HAND NAILED r---- Ea" o.c. w/ 3O° LAP ELEv. + its' -P> ®� i r + ANCHOR 5GI -IDUL I =. � 013132 C:,DX PLYWlD. v�iTC -s. W1 ���� C:�OI°�iMC7N I�.AIL.� z (1) *3 NOSING � . D O 9. 9• O u e Q to' O.C. -a PANE EDGE, g O.C. 0 INTERMEDIATE Q TYPICAL .` ®: - . . _ p.D ®' .�` �,, SUPPORTS, AND 4" O.C. DiAPHR,AGM 15OUND). m TILE INSTALLATION .SHALL 5E 10ol NAiL -ON SYSTEM. ° ® 2Co GAUGE 2X2 GALV. MTL, DRIP NAILED C O.G. 0 4 0 12° o.. TEMP. 5ARa SLAB BAND SEE SECOND FLOOR SLA:3 7 � 12 1X2 fi .T. NAILER ON 2X,5 1 —� A a PLAIN FASCIA ON 2X4 SU15FA5GIA a ROOF' PLYWOOD SHEATING SMALL � � 4 NAILED 4" ®.G. � GAfLE ENDS LAPPED MiN. 4 PERiMETE1 ® A, * " o.c RATNG (MiN.): AND SHALL '�... 4 WRAPPED AROUND 0 A MIN. ESE ANCHORED TO FASCIA W/ yy � OF 5 CORNERS 561 NAiLS v 4 O.C. (TYP. ALL AROUND P�Rir- iETER�. r a " ' � � >^�MONOLITHIC FOOTING �-4 SALE" 30'4' _tl 9' -& -- — �— (REFER TO FOOTING 3C:HEDULE PRE - F'A5 ENG. WD. ROOF FOR SIZE AND REIN=.) TRUSSES 24 11 O.G. a- F vAi°'G�1Z ; ARR11 =R AS PER 1'`IANUF. �7PEG5. r ' f i r' S'" TOP s 1 _ Or- TIE BEAM EL. + 15' -4, I ?° raYwALL PiN151� 41 CON ON 1 x 3 P.T, WOOD ��, ��, D G n � e € FURRING 5TRIF5 ON , 6 , AL : 3t r 1 �,( 2 SMOOTH -IN. 5° eaNe. i3L.K. WALL R -3P.r FI�E�;GLA55 �'_�° ° I WOOD FASCIA W/ INSULATION O-H. :2X8 5U6 FA5CIA. 1 X 4 P.T. CONT. WOOD al- OGKING w/ ?' X 17° _ LONG �IILTI DRIVEN WOOD NAILED 1R I X2 G;ONT. P.T. / . a �12t5 wwEN FA5 "rENINCx ;!� TO GONG. E3LOCK WALL � e SMOOTH FINISH GYPSUM � Y <� —• " � PLASTER ON 1/2 " G.UJ.5. I `� ir' ON GALV, MT HI -HATS STUCCO SOFFIT z W/ a "X24 VENT I 1� 0,C;. (TYP). v' NTS 4' °0 GONT. 2' DA. WOOD HANDRAIL A (TY O.C. i T'YF'. ALL EVES . S L' �'�>� MANUF. 51�G5. � T'5 (SEE SCHEDULE) / d u 1X4 PT. FIESTOP "` ' i w T.5M. PERIMETER / 3/4° V-0' HGT. A.F F. MAX i ?° DRYWALL FiN16H 0 (p ON METAL OR WOOD - 5tL4D P/s,Rtltl2N X 4 FONT. WOOD 9 G 16" CIC (LADDER TYPE) GAGE JOINT 'a� EILOGKING W/ 7'x 2° LONG LAG aOLT5 r ry p' # 5" CC)NG. BLOCK UAL! -. 0M1N. 3 GONNECTIOINS) , 2 LAYERS MIN. LIGHT t✓ONGRETE 112 GYP. 1"�:Y4JJALL ON TEXTURED S TUCCO OVER I X 2 TrZ.T. WD. FURRING � S" CONC. 5LOCK (TYI:: STRIPS 0 24 O.C. (PR1 40V1DE HANDR DETAI h R-4.2 iN6UL.) € IX4 P.T. WD NAILER _ v WOOD BASEBOARD RC?OF 1 °Rl)5a E l cf1 i TOP NEGATIVE REiNF. " ! ( 11 ! �I -- I u i . SEE PLANS. FN�2ND.FLOOR C.� ®� R -30 FIBERGLA55 kLA-4 - E 40" 4ERIED TO €!a PLYWOOD �/ E + 1P�' 5�4EATH1N6% IL I ANC�IORAG :5 STEM PROV E i TWO 510F5 _ _ j J SLAB RE1NI°. R -3O FiBERGLA55 IN5ULATiON, SEE P LANS LANS 1 � � Tf5 (SEE SCHEDULE) 6 i/2° CONCRETE SLAB SEE PLANS FOR REiNF. i < 1/2" DRYWALL. y R � a z �- 2 x 4 5ETWEEN TR.166E5 2 "X4 WOOD BACKING IX4 P.T. FIRE6TOP COVER UJ/ i - LAYER 1/2" / AT TOP OF WALL 1 o T. M. PERII IETERtis S? iOCaTH FINISH GY�'SUl°1 CA51NET PLASTER ON 1/2" 64.U). B, S' °0" HCT. A F. MAX /�- ON GALv. MTL H I -HATS 1 LAYER OF 1/2" DRYWALL ADPERED TO PLYWOOD SWEATHING. I h. NOTE: WALL CABINET 22' X36' ATTIC ACCESS PANEL F UJ!! 1/2 G''rP. DRYWALL ON COM COM •�'fi 2?.>�9..� € 1 X 2 P.T. UJD. FURRING $ ® ' STRIPS 6 24° O.C. (PROVIDE r R-4.2 -4.2 iN�.��C.) IS IN 3000 PSI CONCRETE m U.S. - -- FILLED GEL L E�:OvI DE CLEAN OUT " INTERIOR PARTITION WITH i AT 50TTOM TO ENSURE PROPER t FILL. ADD WEEP HOLES AT 1/3� + 3/5" METAL STUDS 1�� ° O AND 2/3 OF SPAN. 2 LAYERS MIN. LIGHT y A - 1 TEXTURED STUCCO OVER + _- -., -- GE IL lhdG LINE rt t ®a[ TOP OF PLATE a . .: 5" CONa 5LOC:1G (TYP). 1X4 FTe WD NAILEr� 1 TGIF' C14ANNEL � _ lu W /*10 DRY WALL SCREW - - WOOD 5A5:EBOARD -� 5 CONE. BL OCK WALL. W/ A d 2 "X4" IUOOI� "1G(Nf �? EACH TRUSS Off: 24 O.C. � n c•a W/ CxUAGE LADDER TYPE EAC A'1 TCr' Or BA G,�tF31fitIET 1 HORIZONTAL REiNF. EVERY 1 � ' OTHER COURSE. € 1 € � 5 ASE CA.5iNET 1 `® TOP OF GO NG„ . SLAB ' 2"X4 WOOD 5ACi NI6 - - � AT OTTC:N OF A51 4" CONCRET SLA5 WITH �"' 3I� 000 / C AE INE T AND AT WALL & 11 X ro ° 10 /1(r.�7 W.W.M. ON -� ' 1 1 VAP BARRIER OVER H- I�41oIC� P.LUi®°i1o,`�(NCx F1XT,JR� :..,.,....:.'., GRADE ;� i TERMITE TREATED WELL - 1/2' DRY" COMPACTED Fi1._L TITLE I CT I ON V IEW GAP ©R z DETAILS AILS A. 3 5/i3 MtL. BARRIER �\ aTfl�At STUDS a STARTER 5AR 24•' O.O. PRavlD1:: 5A!C;<I C-; FOR WALL CAA 1NET5 F.5.C. 1 WELL COMIPAC'i`ED � 9 fl ' FI LL f BOTTOM L. .� 3 5.8 1�O O E . " ° > (25 CAJ �+ECURED TO (2.) A r "1INli"!UM 2 X 4 1- dO1�iZcDraT�L WOOD MEME3E1 SECFui�ELY 'FILE NAME 345NE10O5 A SLAB W/5/5" DA. STUD FASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL BE p p �J NAiLS 1(° O.O. MAX. INaTALLED FOR THE ATTACH -IMENT OF EACH WALL HUNG - ��j �N ICY J.H.G F'LLlr`15ING FIXTURE AND I,UALIr GANNET. ` ' REVISED BY A.A. F IN, FLOOR WF -24, SEE SCHEDULE PLOT 5GALE 1.1 �-" PROVIDE 20 GA. MTL. STUDS o 1b" O.G. a <TC,HEN D ATE CA5NETS I.UALL / DRAINING NCB. � ��_ . E m A SHEET OF C A SCALE: 1 1/2' ° V-0,' I 2 - 4 . 5, 2 REINFORCEME -- REMARKS °��'1 SIZE TCt' R'E INFOIRGM NT' i� r��f � T 'PE SIZE _ - - - L��. T � ®T' . Ir�t. fl y _ ° � . • T i"tF -B S° X S° CONT. MO.NOLITI -I(C 1- CONT. T� -1 8" 8° + 10' -0 2 # 5 cs° DEEP MIN E DGE SLAB 1 ' CONTINUOUS 2 -05 CONT. BOT TOM -- - -- -- -�- All Aork shall font I with the South Florida Pvildir, Code, the American Concrete institute -1 12 � o WF (© 1� � 1 0'-0' # p 'y g IMF -2d 12" )< 24" CONTINUOUS 3- CONT, BOTTOM 1 -'w TRANSVERSE '51 4S" O.C. T8 -2 8 3Es + 2 �' 5 2 # S 2 5 3 S 12 O.C. - - -___ -- AG�I 518 -�1i and all other applicable cedes and regulations. 15-1 a" 20" + 10' -•0° 2 - 1 2 # 7 # 3 n rp° O.C. F - 48" X 48" X 12' PAD 5 - S E AGH WAY BOTTOM ° • � - ' All manufacturers of reinforGin and structural steel reca ( restressed) concrete and e - 2 c3 IV, + 10 - II 2 # _1 2 -1 3 al 8 O.C, la shall submit h d Engineer for approval beFbefore, z 1= -2 33g, X 3g, X 12° PAD - EACH WAY BOTTOM - - � - SB -I "1° 1C ° + 2 r 2 # >� SLAB B prefabricated woad trusses sumi shop to the fabrication. Pimer'isions and lengths of fabricated units shown on shop drawings are the -__ -- _ 55 1 t° 24' + 10 -•O° 4 >•, - 4 # 15 SLAB BAND _ 1 sole re of the General Contractor and are to be verified bcsed on actual field CO �" - -- - • - .®-- conditions. In the case of reinforcing bars, strict adherence to the bar plocing 6ograms > -�°- -- - - -- shown on the structural droAin s must be folloAed unless otherwise shown b the En ,!near g g TYPE SIZE AND REINFORCEMENT REMAR '� � on such plans. Senerol Contractor or Architect )Must make any revisions of c•orrections, if F I a� VERT. IN CON FIL LED BLOCK CELL - - - - �� �� � �: °�°_ any, on shop drawings before submitting plans to the engineer for final approval. - - • TC S" X 12' TIE r "OL. UJ/ 4 VERT, A 0 3 TIES 0 a O.C. SEE D ETAIL - - _ NOTES- 1, PROVIDE 4 $3 TIES � 12' O.G. A'I CORNERS EACH END, REMAINDER BALANCE AT �45° O.G. TC -I S" X 16 TIE COL. W/ .4% V ERT. AND # TIES a 8" O.C. SEE D ETAIL ,2. CONCRETE BEAM DE P°TP OVER DOOR/UJINDOW OPENINGS MAY VARY AS PER Mr-R. All concrete sh all develop the, of owing minimum 25 G ®mpressive strengths unless -. DIFFERENT DOORAUI'ND04U 14W. (F5?ENCH OR SLIDING r~)OOR5 4 WINDOWS) UP TO 3" DEEPER atherNaise sharfwn on the structural plans: TC -2 8" )<18" TIE COL. W ( VERT, AND # 3 TIES ^ 8' O. C. �+EE I`i ET4tL Pr ........ ,, '� 000 psi E. PROVIDE ADDITIONAL 2i'J'S ON EACH SIDE OF ARCH OPET`IINC�S. Ail other ............... ...... :3000 psi GON 1 T Name: WA L OHNO: Slump of concrete shall not exceed 5 inches. A rninirrium of 5 concrete spec lImens shall be - ® -- .� - - --®-- -- - ®-- �--�-- obtained from each 50 cubic Lards or portion thereof and shall be tested according to 1. ALL POURED IN PLACE CONCRETE 3,oeo PSI AT 28 DAYS MiN., CQNCRI =TE 5EAM 5ELOW A.S.T.M. Use regular Aeight concrete for all structural members (145 p.c.f.). CC /l1 Signed and sealed copies Aith results of such tests shall be forwarded to the Engineer a 2. ALL CONCRETE WORK IN ACCORDANCE TO CHAPTER iS FBC: 21 for revieA. Al l admixtures shall be approved by the Engineer. �a 3. ADMIXTURES ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF Reinforcing stool shall be clean, deformed bars of new billet steel conforminq Aith A.S.T.M. ENO - INFER. A• -615, grade 60. inlelded Aire fabric shall rornply v0th A.S.T.M. A -1a5. S,OR. STATFE ENT - - - g „ All reinforcing shell have the following minimum concrete coverages: (U.N.O.) IL AS PER VISUAL INSPECTION CONDITIONS AT TH15 SITE ARE / ..... WITH A MINIMUM BEARING CAPACITY OF 2•,000 Pisa ✓ Unformed surfaces SAND AND ROCK in contact Aith the graur ^.d: ... 3 in. Formed surfaces exposed to earth or weother:, ®� 1. THE LICENSED ARCt- tITECT OR REGISTERED PROFESSIONAL ENGINEER OF #6 bars and larger ............................... ...........•..........•........ 2 in. _ RECORD St -TALL SUBMIT TO TPE INSPECTOR AT TIDE °TIME OF FOUNDATION .a #5 bars sand smaller ............................... ............................... 1 -I/2 in. jL INSPECTION A 51GNED LETTER ATTESTING TPAT THE SITE WAS OBSERVED ,.. �.. Formed surfaces NOT exposed to earth or weather: AND THE FOUNDTiON CONDITIONS ARE SIMILAR TO THOSE UPON WHICH 'THE m Beas, girders, and columns: ............. ............................... I -I/ in. 1 1 DE51aN i5 BASED. IY Slabs, Aclls and - ,joists: SUPPORTING SLABS ON GRADE SHAL_ BE GOMP/S,CTED LL UNDER TI - 1E 12 lb" Ifs° ; "; :' #11 bars and smol ler ............................ .....•.......................... 5/4 in. 2. FI ! SUPERVISION OF A SPECIAL INSPECTOR TO A MiNIMLtM OF �5qo OF M.aXiMUM � �- � ................... ............................... - -� � #14 and �f8 bars .............. I -V2 in. DENSITY FOR ALL LAYERS, AS VERIFIED BY FIELD DENSITY TEST. AS PER F15C. 13152 1. -, .. Structural steel shall be noiN Conformin Aith A.S.T.M. A-56. !Melding electrodes shall CONC. COLUMN � , i � be ta E 70�G�C. jl� COT IO � - NOTES _ -- - - -� _ - • " c:vNOr =T SLA�� m 1. ALL MANDATORY INSPECTIONS AS RE- QUIRED BY THE F.B.C. . ® _ • ® - • Structural steel eolumrls shall comply Aith A.5.T°M. A -500 or A.5.T.M. A -501. All steel columns shall be filled Aith 5000 psi peorock concrete. � 2. INSPECTIONS PERFORMED BY THE SPECIAL INSPPECTOR HIRED BY THE - � QIJNER ARE IN ADDITION To THE MAA.IDATORY INSPECTIONS 4.15 M4R5 1q_a+�� 134r.-es 6 - ¢'S BAF 5 3. °TH1 BUILDING WI REQUiRE A SPECIAL IN5PECTOR FOR THE N5PECT10N (TYPI'=AL' 4 T7PICAL (Tl'PIGALI GRADE - 5tr °u stool bolts shall ccartf o m A.ith A.5.T.M. A -525. �^� _ � OFF TpE REINFORCED UNIT MASONRY CONSTRUCTION A5 PER F. B. c. 0 3 TIES 0 � TiES 'o I � All structural lumber shall be of o clearly labeled and approved species with a (minimum AID I i s° atw. a' oa•c. s° o ° VAPOR BARRIER strength of %,= O = 1200 psi. (No. 2 5. PINE, DOU6LA EiR- LAR1-. HEM -FIR, H, HEM -R, OR 5PR,UCE PINS FIR) t RMITE STATEMENT TC TC - 1 Footin s shall bear on undisturbed soil. e foundation plan For soil notes. t FBC, SECTION 1616,17 TERMITE PROTECTION: R PRIOR TO THE BUILDING FINAL iiNSPECTION A CERTIFICATE OF COMPLIANCE 1 1 � I � �7 // r CONTINUOUS t o1Ne. FOOTING- All slabs an grade shall be coast over a 0.006 lin. vapor membrane on clean Aell - 7"M NT Y TH iCENSED PERT - pJ1 Y ' SCI-4E SHALL BE ISSUED TO THE BUILDING DEPAR E 1� E !- l� `� Q 0 c� If I SE#! DULE ctd i ic fill. All compacted s pacte®ii tt a minimum (f E+% d ensity at shall aain y � CONTROL COMPANY °t'HA CONTAINS THE F OLLOWIN G STATEMENT: �`'\ V v ?A �. � optimum moisture as determined bu the Standard Proctor test. � ° THE BUILDING HAS RECEIVED A cOMPLETE TREATMENT FOR THE PREVENTION 1�1.°I".�. _ _ j OF 5UIBTERRANEAN TERMITES TREATMENT IS IN ACCORDANC WITH RULEu A ND LAWS ESTABLISPED BY THE FLORIDA DEPARTMENT 01- AGRICULTURE AND X11 CLEAR ISOL. TED CONC. FOOTING Bottom of all concrete Ile be ams shall Inc dropped over all door and Aindov+t openings Aith A INTO CONTiNUOUS CONC. a milrilrum 5 bearing at each end. Freavio 2 #5 additional bottom bars continuous and CONSUMER SERVIC ° ' �� y / FOOTING (TYPICAL) SE a#E3 E ties at 1•2" ao.c. throughout opening .� V "ckfiDULE 7 CI-IE ULE WALL L11604 � \ -® NOTE: For Deep beams ( d off ) -Sty 11 ) , provide: additional # 4 longitudinal ;skin reinfore e -rnant -- -- -- WIDTH 11`dD1GATE5 a°x8 ° x1C�" MAS0Ni2Y UNIT WALL REFER TO PLAN FOR 512:E AND &PACING OF VERTICAL REINFORCING. Gr ach face @ I„'2" increments as needed. - ISOLA H�PPQ I NO ONTAIL CONC, BLOCK WALL (BEYOND) ` 41 V N 1" THK. CONIC. SLAB ; - � CONC. SLAB TOP CAF CaNC:. SLAB ' (SEE PLANS FOR REiNF.) < Q 1' is) - I it ��d' M. ... r - - M - #4 i1 15 TOP TEMP. b' 4 ° 211 P l� �m® 1 • 1 -. 1 < J TOP OF TOP OF u' i CONIC. SLAB CdONG. SLAB '� ELE � .4 TC 1"C AR FC T c P I L Fc- -- W -5Crr TB -2 1`P -2 - - - - - I TG -2 Ur--24 1 �q N I cv I _ #d 1 TO P I 6 BEAM �- C F -2 � I i � EE �E :�;i- iEt�UL� ADD. 3 05 TOP x 10 LONG X 1i'- 0'- 1_.ONC� ash a 18" TOP i ar I u I ' 1 > TOP OF F_1 �=(" GOAdrw. 5!_AS ><✓' -° LONG m� z CONC. SLAB I I _ m� ELEV. ®1_01 I TOP OF TC I I 4" CONCRETE TYI�IGAL DROP .4T NOT T4 SGAiLE o r GC:)NC. SLA1 _ I ,�.LAe (TY> 5" EXTERIOR DOOR I TC -i1 I ELEV. III-a I , C ®11 D ®� *r7 � 1 1 50T 1 ,� , I m�� . � �� � (T't'P.WPERE SHOWN) 4" GONG, SLAB WITH & "X 6° 10/! .WJ�i. ON VAPOR 1:5 IU 4'"5 BARS _ e BARRIER OVER CLEAN WELL � 1 � � ' F � #� � - 1"i -III = `I1�t+ I =�i� TIE BEAM � - 1T i " y ® I I v - COMPACTED FILL (TERMITE r. •® ®_ .._ .r _... -_ s .._., i d..�..._ � �. �, i-- P1�f7VIDE= i s CONTINUOUS � TREATED) I 515-2 2.4 4;111:�E x � SLAB �---•' � _ r I ° `" � ..- t, w - - -� I BAND W/ •4 ' CONT. 'TOP I I ' r i _ ~? I� o . f- I I - d ®� q q a Q.- 9 i 9 D.. ppg s P 9 ' ON 0 4 10' 1F-50T �. � -_' I F . � � �� ®m ® v a . ' � a 15 /Ire p� /� ,p f �y�, q Q q q q a �.•.v 4P - t•�EA 1�'°!0 $ I t s IC'/'".02 -a 0 T . �±ka•R^FIm 4�ga a .mW : o�umiuim, 1- 5 - - 1 I II_�•u I 771N 1 N I !1S ; v 4111�uuii��� I l �1_C it I � I Y -- >• _ _ aK � � �� - � 0 i � I TIES ADDITIC)1NA� 7, "5 12° oc. TITLE I I ( - +n r ` A 7 G � ® � � a I� COi�CRET3W SL AB ��011J, ?� A PIST DD. 3 TOP x 10 LONG : F _ t I !� P�NI I 6' cs� X tn CONC. i5LK. WALL L 1� 1 m F_2 7C , l _ -�, e - - - - G-- Gri'ENIN�x -- d ��E TNL F -- - --`- - - - - ire_ - _� - - - - - - -) � � -ITir �rr-r{ i iii a� �i� , . `- � �m� I - - _._, - - E l L� NANiIE 4aN� 1 05T TG -1 A I I 55 16' WIL - ')E x "1" SLAB � IJRt'�Y^IN �'�' I.�-1 „G. i I BAND I,U/ 2 05 CONT. TOP d PROVIDE 1s CONTINUOUS �j° 115 iN BLOCK RI'aZ/l5ED BY A. e. WFAI�ra UNDER StAll� BOTTOM i �, � „�,°-° FILLED CE LL .1 PLOT 5C,d4LE l d j I D ACE a3/150/05 •ALE. 3/4' • l'-0 5 =1 OP- AIo�IIN� NO. A TRE BEAM DROP 0 OPEN ;A - ` I , - 6 C L E : 1 / 4 " _ 1'. c� $GALE: 3/4' V-0' 5HEET OF SCALE: 1/4" m 1 A -0 1, 1 (2) 12c:1 NAIL5 EACH I'1EM'frER' ►i ( - - - -�- MARKS 2 "x4" CONT.. LATERAL W Oc0D BRACING NAILED TO 50TTOM CHORD AT PANEL t!w � po B146Y. `� iNT OR MAXIMUM iol -0" SPACING _ — AND AS REQUIRED BY TRUSS ENGINEER 12" + IV- 2- 2- ✓ V a2, a 4 3' C7.C. �_ THiS LATERAL BRACiNG SHALI.. BE RESTAINED f2TB V RTF5 -I S" 18" + IS' -4" 2- 2- � #3 o 48" O , SEi= NOT - 1 8 2 - AT EACH E ND AND AT 20' - INTERVALS AS PER �° 2 "x4" n 50UTHERJ Y ELLOW PINE CROSS BRACING I11'EMBWRS GC)Nt. ?. X 4 WOOD BOTT. FASTENED TO 'TRUSSES W/2-166 z NOTES: 1, CONCRETE E�EAM DEPTH OVER DOOR /WINDOW OPENINGS MAY VARY AS i -'ER 1 1FR. BRACIr.a ELAND CAF G. NAIL5 EACH 1 PLACE AT EAEACH Q DIFFERENT DOOR/LUINDOW HGT, CFREiNICH OR 51.IDINCs DOORS 4 WINDOW5) UP TO 3 v�PACING DEEPER _ _ A AND AT 2 > , LOO *, CATED AT RIDG ELIN E IDCx1N 2. * DENOTES V X S° INTERMEDIATE PRECAST CONCRETE LINTEL ABOVE WINDOW /DOOR �® AND AT 15' - @° OC, INTERVAL. ID OF OPENING) - - -- � � OPENING F: S CPOViDE MIN, S !-INTEL BEARING ON EAC H AY SIDE _,_�_�.. �__ � + � C�'.EFER T{,7 TRU55 h;0TE5 AND TRUSS LOUT FOR LOCATION) DENO S ADD 2- 'o BENT o CORNERS (30 MIN. EA. WAY) AND 4- #3'•s a iV GC e t A CORNE A � 5 ND AND 46" cc ELSE WHERE. � � T : - — - - - _ .�� PR ENGINEE::RED WOOD TR'.USS � 2 ®r ..�_ - f��;CTW� �I� ���dl�� 24 "nom °xd." cc�Nt. LATERAL WOOD ai�.AeiNC� � ,� '9 NAILr=D TO 1E�oTTOM CHORD MAXiMUM i. T RUSS i"tANUFA SMALL SUBMIT DF?AWINGS FOR ®- -- - -- - -- -- __d__- (aV ERLAP SPLICES) FLAN VIEW ( ' ,ON T. 2 X 4 WOOD LAT. ARC_E,I1TECT5 RE RI VIEW PRIOR TO FABRICATION REQUf1�ED VF_NTiI ATi N GUEST HQU$E: RIDGE I4EiGHT +21' - °7" BRACING TRUSS r"fANUF MA AND AS REQUIRED X31' RU5AC7'i.JREI-? 2. HATCHED AREAS DENOTE VOLUME CEILING 414 S.F. - 2.16 S.F. EAVE HEIGHT +20' -0` I CREFER TO TRUSS NOTES AND TRUSS 150 LAYOUT FOR LOCATION) 3. Ca.T, DENOTES GIRDER TRU55 BY MANUFACTURER S IT VENTILATION PROVIDED: MEAN HEIGHT = +18' -0" e _ EE HEIGHTS 14 X iC ' _ .44 SF. X20 = E .S S . 4. TRUSS MANUFACTURER 5HALL VE RIFY ALL KNNOTES: mc� 1 as 4• _,..�.� ....�,.....�.�,.�.,.�._.,.� a. RE=FER TO TRUSS MANUFACTURER ENGINI�ERIN;G DRAWINGS 1. ELEVATIONS ARE REFEi`RRED N' T.5. FOR ALL ROOF TRU55E5 REQUIRED TEMPORARY AND TO FINISH FLOOR AS 0 -0 ��•�.�. PERMANENT E RACING, GABLE END BRACING, DETAIL5, .. AND REQUIRED GRAVITY BRACING, ALSO REFER TO WiND ' BRACiNG PLAN PREPARED BY STRUCTURAL ENGINEER AS PART OF THIS SET OF DRAWING 1i2" CDX F°'LYWOOD, FELT, MTL.. LATH AND F . ALL E:RACiNG TO BE 2 X 4 HEM -FIR OR EQUAL 1 3TUCCO FiN15H AT COVERED ENTRY NAILED TO EACH INTERSECTING TRUSS Mr_ -M'SER WiTH CEiLING /SOFFIT -- 2 -16 NAiLS MINIMUM G 2:40.611 i. PROVIDE*'. METAL Hi -H.AT5 .AT 16' O.C. ATTACHED TO THE _ �- �-� U * - 0.75 K UNDERSIDE OF BOTTOM CHORD S. PROVIDE 2 O'S X 2' -fo" X 2' -ba CORNER E3ARS AT 47 1 1 AN EXTERIOR FACE OF CONCRETE 5EA.r"1 " �L`.� n �� - 9. A TR',USSES t0 BE CONNECTED UNLESS OTHERWISE= NOTED: G = +1.0 K — _ _ — �_ _ — — — — — _ — — — — — — — — — _ — — — _ U = -1.��K_ - RTES R ° 113 1 RTB — — — — — — — — — - i 1 �� 1=_)/32' CDX PLYWD :wI- ItCx•. W/ ; MA � p,� — 5d COMMON NAILS 40 (o , \ 0 ROOF TRUSSES. - - -� -- — aC. a PANEL EDGE, (o' O.C. 0 INT " CONNECT TO CONCRETE BEAMS W/ "DTC" 5EAT AND ERMEl lA1 "E= 5Ufi'PORTS 5 T' AND V 4" O.G. AT GAB USS ANCHOR BY USP WITH LE . b � -- - . •-ate .�- AND STRAP R ! 6 -10d x 1 1/2" NAIL5 TO SEAT AND 9 -10d NAILS TO STRAP. END TfRU551�5 AND 4" 0C. � .I.e�,T, C1 M) 1b" x 4" SCREEN VENT 11 0 ra IAPI- 1R.AC.xM SOUND 106 � �,,� � � I ( U 4 ALLOW U PL o G ABLE END CTYP) � I 0 F' RP'END. TO WALL = 1200 — — — PARALLEL TO WALL 30 E �' LLEL CONCRETE EMB r 5' MiN, - V � � i ( PREFAB WOOD TRUSSES a 24" OC.. ROOF TRUSSES: _ (� ��- tOr. of s a T I E v 2 CONNECT TO CONCRETE BEAMS W/ (1) "DTC" SEAT AND TRUSS ANCHOR W/(C-) iod NAILS T'O SEAT AND (S) 10d NAILS TO TRUSS AND (1) TA20 STERAFZ BY LISP WITH C ) -10d x 1 1/2" MAILS TO SEAT AND 5 -106 N.AiLS TO TRUSS. 1 = � ALLOW UPLIFT = 24C,�0 c� I Gc = +1,1 i< �, EXITING FLAT ic"e00F� fn EMENT TILE 11, U= INDI PROOF O -g04 MiNERAL A ! p1 — U = -1.01 K ✓ I ! W + - SURFA r� • TO 1 -30# FELT I . . . . . G r_iEMD TO 5/3 CDX PLYWOOD SHEATHING THE 1 -'�S� FELT 15 ANCaHORED TO THE PLYWOOD SHEATHING WITH $EMCO I- ' m la. C= INDICATES GRAVITY RAVITGRAVITY LOAD " " -- I t;sALV. DIAMOND POINT, i -1/4 LG. X .120 t- C.ATE3 NET UPLIFT D1A. WD. � >Har,�THINe,� 1- �rdCN01�;AG:E SHALL All 12. LUMBER USED FOR JOISTS, RAFTEF25, COLUMNS, 5EAI.15, 5E HAND NAILED IN ACC O DANCdE WITH 2 "x4 CONY. LATERAL WOOD BfRACING STUDS, AND /0R OTHER STRUCTURAL MEMBERS SHALL F31r FL ORIDA BUILDING CODE —_. . . ---- . -.— NAILED TO BOTTOM 1 c� -IORC At PANEL .. OF A 5TRE55 IRATE OF 1250 P51 UNLE55 OTHERWISE — POINT 0R MAXIMUM 19V -0" SPACING AND 's, 1�OTED, NO. 2 SOUTHERN PINE OR BETTER, ®s ti�7 ,/ � �t A5 REQUIRED BY TRUSS ENGINEER SEE= I �i � ^ ERECTION OF TRUSSES DE [� k�` �G't" CI -M)` -� � TAIL S -2 1 ON SHT € ,3. 5PECiAL INSF'EC:TGrR REQUIRED FOR ERE .� �, f . _ OVER 3 5' -0" OR (0' -0" HEIGHT / . . 7 ��_ ..� 14. SPE=CIAL INSPECTOR REQUI FOR PREFAB CONCRETE � /� ! I W SECOND FLOOR SYSTEM - r I I I I !I oop SUIT jMp L'� $ :_ COON CR ITER IA: � U 1.36.E K — — — — — -- L! X11 j �e ILL = 25 PSF V - 146 MPH LL - 30 PSF I .. 1O0 { _ CATEGORY 2' _ —. �------ .--------------------- - - - - -- -- E -� OOP UPS, -IPT. 1 8 1 1s 0 NETT UPLIFT = CaROSS UPL IFT 10 P SF ImO�+Ri R LOADS !I z l DL = 20 P5F C IN ADDITION TO WT. OF BONG. •SLAB) COMPONENTS CLADDING 40 PSF ! p I I I I z NET UPLIFT - r3 PSF -ZONE 1 G SX ✓ ! NET UPLIFT -&0.5 P5F -Z'ONE 2 4 3 I I ii ; I I 1 !I EXISTiNC"x ROOF -- ! ! II � E'-�ROViDE VENT .ATTIC V 20" X 20' VENT IN SPE:ATI -IiNG UNDER SE�C,�ND.AR'� T�U55�5 I I I , II •� L:a I I ! G G i r v Oo L' J ---- - - - - -- -- -------- - - - - -- EX15TiNG .; �� �—� L_ - -- -- --- � -- — — — — — — — — — — — — — — ----- — — — — .._ _.. ' i 1 � I ! � A PRE-- 1- ,A5 UJOC >l:? ! I° Tr-?1_155E5 .a 24" O.C. � --�' �..� _ ,, / ; I IF �i , i' ! I TITLE I FRAMM ' 1 I VC -T A IL S PR ©VIDE STRAP RAFTER TIES (RT15i:) BY U5P _ 11" n ,, M 4e. E � I _ P L A N 1 UJ/ 3-106 N,A I LS A A i 7° A SCALE. 1/4" = 1' -G'� ° I � — � I I � FILE NAME 345NE1005T ONE . 5 DE P A PEGG"1' 5,�c K "�R1,I55E5 ! j v.�tN 15Y J.H.O. I ( REVISED 5Y A.A. j I PLOT 5GALE I:I ! I ! DATE 0 05 NO. �° �, a �� L-------- •—----- - - - - -- � >� l .�.,,. SHEET OF SCALrz: 3/4 = 1' -o- BE ACGEa51E31'.E'OR PLUMBING NOTSe) SERVICE OR kE AJf`R, fOP G.�"BI�IETS, I. AL WORK SHALL CONFORM WITH FLORIDA BUILDING CODE 2001 EDITION FEDERAL OiRDINANCES GOVERNiNG THE INST,:LLAVON OF THE P SYSTEM. IF WO R< AS LAID OUT I OR SPECIFIED 1S CONTRARY TO OR CONFLICTS WITP LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT iN WRITING TO THE ARCi41TECT /EN6;INEER BEFOiRE SUBMITTING A 510, T14E ARCHITECT /E NGINEER WILL THEN ISSUE INSTRUCTIONS AS WOW To PROCEED, C,�,E3rNET Q 1N S ARE TO BE CONSiDepeo DIAGRAMMATIC, NOT 2. THE DRAW MMATiC G > ° NEGE55ARILY SHOWiNG IN DETAIL OR TO SCALE ALL OF THE MiNOR ITEMS. UNLESS SPECIFIC DIMENSiONIS ARE SHOWN, THE STRUCTURAL, ARCH ITECTURAL AND SiTE GOND'ITION5 SHALL t GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOL LOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERITY SPACES iN WpiCH WORK WILL BE INSTALLED AND MAINTAIN MAXiMUf T HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS, WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, AiRC:HITECT/ ENGINEER SHALL BE NoT(FIED 5> = F4!j?RE PRoc.1 =EDING WIT-P INSTALI- A T+418; CONTRACTORR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK. n 3. EXAMINE ALL DRAWINGS CAREFULLY PRiOR TO SUBMITTING A 8117, CONTRACTOR WILL BE REOUIREIn To F INSTALL AND /OR CONNECT WITH APPROPRIATE S ERVICES ALL PLUMBING ITEMS SHAWN ON ANY OF THE ARCI�t1TECTURAL, AIR CONDITIONING, 4 TOE 1REVEL. ;ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLiCTS , o c B ET W EE N +�� INTERFERENCE OR OM1551ONS OCCUR BETWEEN DRAWINGS, �D LOCAT OAP, � VEN NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPL TIME _ TO PERMIT RE:Vi51ON5 BEFORE THE SIDS ARE SUBMITTED, N.7.5 4, INSTALL MATERiALS AND EQUIPMENT iN A NEAT AND FIRST CLASS WC WMANLiKE MANNER. THE OWNER RESERVES TI•-IE iRIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, w n P^` N qq FM IN I• -tlPIS OPINION, DO NOT PRESENT A NEAT AND UJOr�;'Kl`� L 1'K "" I" APPEARANCE. REMOVAL AND REPLACEMENT 15 TO BE DONE IrIMEDIATELt' WHEN DIRECTED BY THE OWNER IN WRITING, AT f 1 THE SOLE EXPENSE OF CONTRACTOR, 5, START OF WORK BY CONTRACTOR SHALL BE CONSiDERE1D AS ACCEPTANCE 5Y 141M or ALL CLAIMS OR: CQUESTiON'S AS TO — SUITABILITY OF THE WORK OF OTHER, TIRADES OR OTHER _ — NT CTORa TO' RECEIVE Hla WORK, THIS GONT}R,,�CTG�R - '° � � - - � — — — — — CONTRACTORS SHALL REMOVE AND REPLACE, AT HIS EXPENSE, 8 I P LUMBING OF R EMOVE D T� CAU E T R E !I H M A I W KW HC A E OR INTEIRFERENCE WITH OTHER TRADES. i Es. THiS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, FERMI T5 , A.65OCIATION DUES, ROYALTIES AND TAXES OF A LSO , = H ` HA ,_ NATURE THI �. _ S HALL T S lllQi"'dG �- WHATEVER 1vATURE SHALL APPLY O PAID ALL THE iNSPECTION FEES AS MAY REQUIRED BY LAW OR I O fy RDINANCE AND SHALL KEEP TPE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, RULES OR ORDINANCES. I- PROVIDE MEANS 'FURNISH AND INSTALL . I 3. DO A COMPLETE ,JOB, EVERYTHING CON NE C TED, READY FOR USE. vTUCDOR WENT 1 3,.SHOP DRAWINGS. CONTRACTOR SHALL FURNI5H THE ENGINEER WITH I FIR SHOP DR Al1JiNGS OI= r=aUiPMENT PRIOR To PUS?CHASE FOR APPROVAL. DOWN TO I ST 10. AT COMPLETION OF JOB THE PLUM ONTRAGTOR SHALL GIVE i Fl„ . RUN TO WALL THE OWNER AN AS -BUILT SET OF REPRODUCiBLE SE1�iA6 SHOWING — 3 "�1fS" +� � TPE EXACT LOCATION OF ALL INSTALLATIONS. (4 Fu) 11. PLUMB CONTRACTOR SHALL PRESSURE TESL ALL iiPiNG AS REQUIRED -D 5Y CODE. TEST' WITNESSED AND APPROVED ®°° - -v ®� i I RE BY PROVER AUTHORITIES. 3° 1 /t3' I 3 D OWN 30" TO 60" 1 AX. I \. I '�,,► WORKMANSHIP AND PLUMBING CONTRACTOR SHALL WARRANT ALL - ti ( "€8 ;FU) ; (S Fu) E L .�T OF ;=1NA UUURK `^°' �� �rnl..._;,.. _ , �'-; ae°� � � I _ (2. t'U) 12. THE X P `e, i — i _ 3' FROM SEC' � MATERIALS FOR ONE YEAR FROM THE DATE L SECOND FLOOR Y .'R. ANY BREAKDOWN OCCURRING IN FIRST YEAR , �. 2 ,,, 1/4 .. -"�� � �a11 I _ — 3 �IIS 3 "' U o® ACCEPTANCE B OWN ( FU . I I — G I SHALL 8E 1REPAIIRED AT NO EXPENSE TO TH:E OWNER, WATER I�E S I ZE (2 FU) C C7 ,�_ � �� t'IS FU) (S FU) — : PROVIDE BATHROOM FIXTURES AS SPECIF IED - -- - — _- 1 / ' CW - NI�1 � ' �� °� n > > I (1 U) 17 FU) 0 13 _- 1 2 3 �1 v VTR 1 — f _ T N1HR H H. �°-- —R UN OUG E' — 14, PROVIDE VALVE FOR EACH FiXTUiRL. 112° C'W -. °mm ' °'a 1 I - ti 1 ; I5. WHEREVER NOT SIMILAR METALS ARE TO BE JOINED, A DI-ELECT 3/4" OW 1/2' HW i DOWN4 TO FIFRST 1 TIN HA E3 PROVIDED TO CONNECT TYPES C"r1= PIE'E5. , ? mm �m I I w . i !i' } `= L._ FL. RUN TO WALL FI G S � E ___ n ---- - _ -m,- ._. - _ � 1 ° GW 112 ° Hi,1 e. - _ �. ----® � I � I � � sp 16. PLUMBING CONTRACTOR 644.-ALL PROVIDE AIR CONDITVONiNG CONDESATE FROM Flfi -'?ST { DRAIN AND TRAP, SEE AI R CONDITIONING PLANS 1 =OR LOC:ATiON OF 3/4" 1�IW I =LOOK 1N TO - _ �-` — — I — -- — _ �_ -- — — — _ UNITS AND DRAINS. 1 1/4,° CW WALL 11. MATERIALS °i I CW P TO D � f- _. { F � µ r r � (2 FU) ® A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL 8E g cDIU - 31 H'W N AND TYPE °M" C OPP ER AE30YE: _- _ I j I { CE!LI1 UN 1 " WALL E L COP PER BELOW GROUND E r/ ------------------ Ii I II 1 I 1 I TC3 -,` { . L TYP J G 1/2 1aW I j I I w. ,, I III F = == If _ COLD WATER PIPES INSIDE OF SLAB SHALL. ESE TYPE: "K" .SOFT COPPER I INS iN811J1= POLYETHYLENE CONDUIT. NO JOINTS F= ERMITTED INSIDE ��- 13 FU) 1 I r COLD WAiTR (7 FU) SLAF3. i I I I 4' 1/S 5L.IF PIPE JC71rliNG PcOI T C. SANITARY WASTE AND PENT 4" 0 AND SMAI_LEFR SHALL BE PV.C�., I I I I CONNECT TO I � L___J L_ TANK (10 FU) SCI— IEDULE 40 S, STORM LiNE9 INSIDE BUILDING SHALL BE P.V,C�. SCHEDULE 40 j I I rl ✓ti�� �� lr� � I E.. IN CO ASTAL AREAS AI_L SANITARY AND STORM PIPING OUTSIDE OF ( I I I = BUILDING 841AL1 BE SC HEDULE 40, PVC, R CONDENSATE DRAiN PIPE SHALL BE SCHEDULE 40, PVC PIPE AND I I FITTINGS. G. WATER HEATER RELIEF AND DRAIN .LINE S HALL BE TYPE 'L' COF ` . FIR RATED PENETAsAT1ON NOTE NOTF-8: z° VTR _ WHEN P.Y.C. IS US PROVIDE 'PRO -6ET AND PATCH UP OrENING WITH I I I I c c FiRE RATED SEAL L5R SMiLiLAR TO '3M" 0128 OR APPROVED EQUAL 1.. ANTI - SCALD vA1 - VES FOR TUB/SHOWER REQU15'EID �o v 2. MINIMUM SIZE OF ALL PLUMBING DRAIN LINE I I I BELOW FLOOR 2 INCH I I I I ta av H FIXTURE CC�I N[r—_CTI0N SCkED LE .3. ALL 5ANITARY LINE SHALL RUN AS FOL:LOUJEa: IX °I°� - WASTE C� I*dJIPJ. 3 � ESCP . 1PT I a 4 2' 4 LEI68 DRAIN 0 114° DROP SYMBOL P ¢ S®i -- - - " DRAIN 1/£3 t7ROl , L V _ WC WATER CL OSET 3 112 — _ 4" DRAIN O 113' iDROP 5T BATH TUB 1 1/2° 1/2 1/2' W/ ANTI -SCALD VALVES I i I I I 1I _ _ _ ; , nP�F rv'aaintre�e� ®minis s" �ttH�.e x.�em � f I _ _ — — ...— _.J L — — —.. — — _._.._ ..— — — — — — — — — � � dl N W P WHIRLPOOL 11/2 1/2 n 1/2" — _ _ � o 0 _ L-- �-------------- �--- _ - - - -- - - -- J . BID B IDET 11/2 1/2' 112" - e n I I LAY LAVATORY 1114 2 2 ° I KS KITCHEN SINK 1 912° 112 1I2' ou; DISHWASH I' hose — 1/2" �� � �qy - eg y � g �7� s � ' �y Y' �iPV G !9 'ems FU N WM WASHER MACHINE 2' 1/2' 1/2" _ TES PIPE AIR 51'5 1N"!6ORK DANE HB POSE BIBB — V2" — UNDER.6k ROD, �H�9, Li1 °IC7T HAVE - JOINTS UNDER SLAB. FD F L OO R DRAIN 3" 1/2' — A F=ILE NAME 34!5NN1O0r_5T SH SHOWER 2" 1/2° 1/2 W/ ANTI -SCALD VALVES DR ANN y JAL YP�f — C�N � 9 .�.T�.61. RF REFRIGERATOR — 1 /2 — R1 ^V i QED 13Y A.A. WC: W.C. FL USHOME - IE.IR 3° — — PLOT 5GALE 1:1 - - - DATE-- 03 /5, 0/ 03 UR URINAL PFZAV41NO NO. Co CLEAN -CUT — — I_T LAUNDRY TRAY 2 112' 1/2° @ F '' PLAN F rhim PL U MB IN Iw o' PLAN _ - -- SCALE: 1/4' - 1'4' — Y m SeDOALE: 1/4" = 1' -0°' 5i-+EET OF Y — DENOTE 2 e UNDER GROUNtD i ELECTRICAL LEGEND: ps PUSH - SUTTON THRREE -YAAY SNITCH qp TELEVISION ANTENNA REGE°PTAGLE T TELEPHONE .1AGK POLED DUPLEX REGi.�PTp�GL E SMOKE 1DET'EGTOR NI 1 3 1 9 5INCaLE 5 :EGEi'T.AGLE SD BATTERY BACKUP T) L CT IC- L CA ._.� - - -.s - - - _ ®� ::��:- ..� _:•�®_.W - - - -- --_-- t S1*'EGlr'kL RGEPTAGLE [:) 1�150ONNEGT SY,IITGH > SINGLE FAMILY RESIDENC=ES OPTIONAL NEC 220 -3 0 ELEGTIRIG PANEL. 1 SINGLE PHASE, 3 WiRE 110/220 V 1>,O AMP SERVICE GEIL1Ncy Mf UNTED Ft;KTU1 =,� - _ - - -- -rte -� ----- - - - - -- �_��® INALL MOUNTED FIXTURE Mj ELEGTRIG PIE °fE1R CIRCUIT DESCRI'PTiON � I-CAD POLE TRIP WIRE GOIUDIJGTOR -- - _ , iNG FIXTURE wp 1NEAT�4tR PROOF 1 to b 2098 SP. Is .003 IC LiGI• -IT 6.2 1 15 AMPS 2 EMT 7ig wAt��; �- IE.r�rE� .� 1;r� 2 2 � v 310 � E7Gi�AUST FAN �� �uP�.Ex REC•EPT,a�!_E C��'2OUNT? �� 17 FAULTED INTERRUPTER EXIST. W1 OMEN_ 12:00 2 SC 3 #Ea � U [_12 i w /10 RAN REFfi�'iC ERATOR sO, i 1 20 2#12 s 1.00R.E3ELL XIST. LOC. 1+ �� # to �,� HOSE 5 I B 11/13 C. >OTI E8 DR YER: 5.00 2 ?70 3 10 - � 15 CLOTHES WASHER - 150 1 20 2 #12 '�,s fi LOOPL1C�HT y GEILIN FAN/LIGHT GE I L NEW ADDITION 0, 26 SM. :APF _ 3.0 1 :0 2M12 TW- IW'�1EX: ®� � °'r"' (FUTURE BY OWNER) 2'1 e's F 10F SATW — - - >vi"00 1 Z0 YV/ PULL L 2 ! - �/ L HAIN 20 vsr-,o ® AL CED FIXTURE - ®-.�0.65 0,� 1 ; 0 ° 212 � ® �. ..L CHAIN r 2°,3 MICV, 0 1® 1 14000 _ r 1 - 1 2 0 ° 2m2 A A � 30 DISHWASHER _ 1.20 1 2 " 2012 31 to 33 8:8 S�. ®.3 t�J. L iG,HT` 2 5 �. ^._1/ 1 ,�9d 2'14 - ---BEDROOM (.A6' F -- 5U5 -TOTAL 3c3• I ST 10 KW S 100% 1 0. 0 0 MA R 0 40im 11.5 ICE � 52 S T OT.�L 21:8 W 3I - H' AT 41 1 100 2 60 AMPS 2% (HEATER O" �I" UJI i T /i9 CJM{°. 0500) 2 4.0 2 #8 FAN &25 KIJ! - - - - - - - - - - 1M A.H.U. HEAT *2 10.0 2 60 AMP"a 2% (HEATER KW- -10.0) _ _ ` - - - -- - _ -- - - _ - _ _ e _ 21/'23 CAMP. n - (5.00) 2 40 2 #8 FAN ,�25 KW e b . 34 to 40 SPACE 54 54 I c. A f 4 TOTAL LOAD (KLU) 41.23 XI � TING Tr KW/240 f = Ai'" F`$). 114 EOP100 6 I - N JN VI1 INS ® i (N m 1rX1STIN C7 = 2.5 n — - in OVE'RHEA1:> SERVICE 200 AMPS MAIN SIJJ DISC. PO'JJEE2 COMPANY - " ° �� °� I ' P er" �' Ric' EXi5TIN7 . t �,� 3 # 410 THWN AL. �° 34 I / rS /�Cd�rl / Y ar t 1 - #G CU SRO iN t 2 PVC COND. 52 W` I ®_ 26 1 I I i M Y R h" 6 200 AMP. ELECT. SD 200 PANEL MLO SJN, 31 , I -34 = 4 2a 14'I 1 MA N ,• E ER 1 20.0 ls�,ti'�>2�sD AiC 1• � ii : �".� -..�r ®e__� � - - � - GOMGINATICN 30 �� ►� Io I I I �I " -I G+{�I i i l ®, 1 4 I KITCHEN ,� � III }- ° ! S I 2aI ail - - .Xi�TIN� G 1 ATI --` 1 ' f� a .. I �ANTiZ'f l^XI��II�IC� . /T .. I IN.IN�Lt 26 - —� 4 N V2" I# 4TW CU 1� �/� - COND. TO CLUP. t, I ... .................._ .. 1 _ C 1 �� Sr II_ _ _ 21/23 ') 74 �_ 2 Lu COMP, 0 2 1 I��'� �,® I —•� — _ — _._ ._,_ ,._ — — — _ — _ — — .• 1 I 7/9 171 -, 114/i�lr l II N II 3mXITl1�ly i� r U. 1 r t 4 N t-iYV G I 2 C�R,OU 'D GOND. TO G.W.i�.. GROUND I � , I 1 � , .k_ � ! �c. ! L 2 IOC_ ®" Lore X I ( I � � ��--� ..� �- �- ROD () �``° 5/V PIA. BAR EXISTItNCy I I I I I� � _ _ � �-- i - - ,.,._.- .- .e,.,,.. � f I II I �I A A , \ / kip, v "W 1 I STI � I N.T.S. I I ; I, ;' , X fSTINCa i y EX15TINd? ELECTRIC gt I 11/19 EX15Tlyd(5 PANEL i ^� ; 31 Lj Sf - r�.� � ���� N��r�: I I I I _ CSAIeAGE � _ � _ � � ELF -- i I I I °[ A 13 1. OUTSIDE RECEPTACLES, RECEPTACLES AT BATH, GARAGE AND 11, APPIJANGES 15REAKERS AND LJIRiN� AS IPER C 1FiC:AT10N5. E)(I;aTi'�G°% KIT6W�:N AREA ALL KITCHEN RECE=PTACLES ON CNOUNTEERTOPS SHALL BE Ca.F.1. MAI�(UFACTURE�'S SPE I I I I ( RELOO. ALL APFL IANGE.S 12. SEC -110 I 2. SMOKE DETECTOR 1- IARDWIRED TO KITCHEN OR 5ATIaIrROOM AND GIRG.) Pfiv'lOR TO NSTAI..LATiON Or- ROue;H ELECTRICAL 1,1J(RINC� NON._SwITCWABLE NO 6t.F.I. LiC.;HTING CIRCUIT INTERCONNECTED CHECK NAMEPI -AT DATA OF A/C E01,IfF1r TENT, 1,40T WATER AND WITH BATTERY BACK -UP.AL SO SHALL BE ;EATERS AND OTI EQUIPMENT TO OBTAIN CeOR1RECT WPRIE r OPE RATION = OF .ANY SMOKE DETECTOR � ARRANGE~ SO THAT SIZES AND CVERCURE.ENT PERc,�T�CT10N..A�:ECUATE SE12V10E SHALL C=AUSE THE ALARM IN ALL SMOKE DETECTORS CAPACITY- MUST BI'_ 1-�'ROVIDED'. SUBJECT TO ELE C=TRICAL LI llid � WITHIN THE DWELLING UNIT TO SOUND SIMULTANEOUSLY i INSPECTION. fy 13. BOND INTERIOR METAL COLD L1A`rE;R PIPE WITH A 0 9p 3. ELECTRICAL METER AND PANEL LOC:.ATiON MAY VARY AS PER COPPER CONDUCTOR TO TI NEAREST (GROUND Bl18. SERVICE ENTRANCE= LOCATiON. y! � 14. FBC RE rJUIRES CEILING OUTLETS THAT MAY F5r - _ USED F i i I SUPPORT TO COORDINATE SERVICE WITH F.PL. FANS MUST 14AVE BOXES ,LISTED FOR FAIN I N' 4. ELECTRICAL CO o - -- -- ® � E MA IMU1^1 NU1 IE3ER ®F OUTLETS PE CIRCUIT , COMPLY wIT1 -{ 15. 1 Giti DIN IPvSPE+wTION REOUiRED BEFORE 9 � - - - - - - - � � - _ - - - - - - - � r ---- FB.0 >. VL/ 1�ICRETE I` /LJ - - '- - - - - - .�- _. - - - - - _ -� _ - - _ _ �_ _ _ - _ ( 9 � -I THAN CONDUCTO ,S MUST COMPLY T T (RECEPTACLES AND LIGHTING) E31FLOW 16. WITHE NOTE (a) O THE H 3 _ I S (RgC. L �° : . Fes. ELECTR OUTLETS M iTl' TABS ;S IN aEC'1 ION 31-0 OF � 1 WITH NOT Sf�) TO THE A PAC TABLE 18 5A5E FLOOD ELEVATION SHALL 5E INSTALLED AT THE THE NEC. HIGHEST PERMITTED ELEV ATION AND SHALL• 15E INSTALLED ON (SEPARATE) INDEPENDE=NT CIRCUITS FROM TH06E: IN TITLE THE HAE51TABLE AREAS. \ EL E O TRWAL PL" 'I. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE INSTALLED 5ELOW ;:SASE FLOOD ELEVATION. 23. A/C COMPRE SMALL BE INSTAL -LED ABOVE BASE FLOOD ELEVATION A FILE NAP IE 345NE1005T 9, MAIN CIRCUIT BREAKER PANELS SHALL B LOCATIED DR? AKIN a J .H.G. ABOVE BASE FLOOD ELEVATION. ! �� � I �� � � ® I r P,e® Y" � @ � i "19! f n, P L A N RJEE 15EP BY A.A. PLOT 50ALE 1: 1 1). IT IS SUGGE6TED T1-IAT YOU CONFIER WITH FLORIDA POWER SCALE; 1/4" = V-0' 6CAL Es 1/4 ® V-0' DATE 0: /- C1/®5 AND LIGHT TO LOCATE THE ELE CTRICAL METER TO COMPLY WITH FEDERAL EMEIRGENCY MANGEMENT AGENCY (REQUIREMENTS 0 N0. SHEET OF 1 AIR 1. ALI.. E=XHAUST DUCT SI -IA.LL B coi<$TRUCT OF SHEET METAL, TERMINATE OUTSIDE Tway BUI( -DING, AND S EQUif =D WITH A 5AI�Kn1RA=r DAMPER,- (NO t -"iN ALLOWED) 2.- DUCTS FROM TOILET 5ZO01 SHALL D15GHARGE TO THE OUTSIDE OF THE BUILDING, - -- - - - -- - _ - SHALL B E TERMINATED NOT LE55 T14AN S INCHES ABOVE THE FiNIV -I ROOF 5URFACE E H 1ZE HAVING A i " N1�D W(TH �., CORROSION RE510 TANT MATERIAL I-. C E3 E SCREENED RE E �- AND �" N r'o0 r � O THAN VIDI= GOOSE- NIECK OR FAIN ..A�' , H - (i='RO ,v I iNC . NOT LA,teGE�. THAN /2 TERMINATION5). " :Y R XHAUST' DUCT 8I -TALL NOT 5E 5C;REENE0. I ( .- CLOTHES D, E E 4 CLOTHES DRyER6 EXHAUST DUCT (OR VENTS) 5WALL COMPLY WiTH MANUFACTURES iNSTALLATiONS I1a13TRUCTIONS, BE CONSTRUCTED OF A MINii 1UM 2(o C.*AUC--IE METAL WIPE, HAVING SMOOTH INTERIOR 5U =ACE WITH JOINTS RUNNING [114 THE DI RECTION OF THE I DROP CF IL1WGs LINE AID: FLOW. i f S' 1- 1E1614T TO FLOOR ) DU CTS JOINTS SHALL NOT 5E ASSEMBLED WITH SHEET METAL SCREWS O - `HER FASTENERS WHICH WOULD E=XTEND INTO THE DUCT. y = GENr=RAI -._ 225 CI -M I I PROVIDE (FURNISH AND INSTALL) ALL NECE55ARY MATEI:IALS AND L,t>130R FORA ( - ; LGIDIFF. COM1°'LETELY OPERATIONAL AiR CONDITIONING, HEATING AND VENTILATING SY57`EM ,r�5 225 CFM - SHOW ON THE DRAWINGS AND HEREiN 5PECIFiE'D INSTALL iN ACCORDANCE WiTH THE SOUTH FLORIDA BUII -DING CODE, ASHRAE, SMACNA, NFPA, AND LOCAL ORDINANCES, �-- 3 e t \ I � ' 1 \ I PRO`v`IDE THE FOLLOWING COMPLE SYSTEMS: -Z- -- A.- SUPPLY DUCTS .aY 5tEM- � �{ I 1 � r 0S _, I - EXHAU`aT Sv'STEi 1 rC�1R BATHROOMS o" i ,� r — y nl C.- AIR CONDITIONING UNITS WITH REFRIGERANT PiPING AND CONTROLS. 30d.T � R/A AIR HANDLING U S° WID PAY ALL FEES, INSP=ECTIONS AND CONNECTION C=HARGES REQUIRED F_1 � C, S "X4' -iW k ! E �F C'LC�i1 IFF. {p 'LG/D IFF, ; 'LG / D IFF. 100 CFM " n n HI � �HI.I'�2 4 i __ 1�'T S IZES X4 -1W - i NS AND EQUIF�ME 5 E r. ° 40) CFM `75 CFM 1 IM' N5 O F-- I �tiWC.� VERIFIED AT JC]e 61TE ALL -SPACE CC5 ND I TI N5 D k° �. PRIOR TO DUCT FAIBRiCATiON OFD INS TALL ATION. COORDINATE R� :QUID <EMENTS TO �G� Ca. /DIFF� ,.' � � � ''. � i 12 `X14' DUCK WOR 1 ! 1 0 Ci =1 AVOID INTERFF- RENC;E WITH OTHER'. TRADES. � � �, � � 04� � UP TO SECOND FLOOR 'R r + �T (CJ MATERIALS ,AND WOf�KMAi'�SHIi = ' FOB: A I � �3/�." IJVC vCWEDULE' 0t � OT2K FREE OF DEFECTS S °° GUARANTEE ALL W �.4 - I _ d0 COND. T]R,�,iN Y AR rROT'I DATE OF ACCEP=TANCE. it _ PERIOD OF ONE E � .. � i I I TO FIRST 1 =L. ! .._.........._........ g� �, �- - - 51 D 1 V cOND OPA IN LINE W/ p..•..__.....,... - �.•... � � _ _ �� — � _� - =� ELE�OW (o " AE�45\4 GR. i I j I 4 i i _ t I , N Y _ O DR WE I DUCT S12ES SHOW ARE CLEAR INSIDE DIMEN510N6. _ - -- C�ENE AL LL I j CU °a2 I 01 a i `, a . J _ - - � 'I�OVIDiv DOU> 1LE THICKNESS TU NING VA1tiiE5 AT ALL 6GUARE EL 3OWvi, WHERE THE EXISTING i EX19TIr* 111CT 10KP ,�''' _ =' THICKNESS INSTEAD, I 12 "X14" DUCK GIIGI i I- T�-�N UI Ah2 INSTALL �ING�L.E I ! .�.._...r L � � _ � I _ ELBG US ARE R,_G C I FROM FIRST F 1 IT `' o �q 4 41 44 DUCT SHALL BE CU1d5TF UGTED OF 1 -i/2" THICK FIBROUS G;rLA3'� DUCT � +".aARD TYPE PE � 1 �� i"i?K - 5P)0 W1Y1 -1 R- VALUE. —� �° �+ I p �--`® ``'\� ` �titttts ++" "t+t,ttt,,,,tt ti,trt,r;r +;r +;tt;;i;��J _ " ° - 1'11NUM FOL I I 0U r it " L� %`' /r �i T HALL BE 1 - 1/2 THICK WITH R -9, VALUE AND ALU ��,„ \t {, ) � FLEXIBLE DUG: 5 a i Y""r� � L � �t j � � �.� � HIND AGH SUPPLY OUTLET AND AT EACH pRANC:H � s *-, 1 �t XTRAGTOR6 ,.3E E �..� � ' `-�` h-ROV.DE VOLU• E E t�dr rte' � ^3�j RIGEiRANT F�IPiNG SE,AMLE5 COPPER `iYPE 'L° AND -IARn C?R SOFT DRAWN ON +o r ," r E REF Dl-=r-i< � � 8 "Xd " -iW "X�i ° -1W SCALE. i/r 1 - TILIE ROOF ACR COOP =ER TU5 iNG W1°rH uIRO HT GoPi :ER SOLDER JOINT �ITTINC 6, SOLC�Ef� SHALL r � - r L !I 1 �. LCD i = ' / i'PL(ED WIT1- kUiTALE FLUX. FvEF. LINE.��Y -••' F d GM y ''r' �'��EXISTINCs� 5E :35 5 A 2.o MSG 1 -1/2" W vUGWT -� /S" W/ °1 /8 °Xtl2" i ��. P G Tt N F'Ii�i1�IG WITH 3/4" CL051D CELL POLr 1rTH' -V. ST1AP' �€`a" O.C. k `' Ai1"IAFL,EX INSUL. ; i ( ' F .GERANT ,aUC O ;��_ i a ATE ALL F,E R I �, _ _ 5UL PRE-MOLDED PIPE IN5ULATION, WITH AN APPROVED PIPE AND 5MC)KE JACKET_ P EVERY ELBOW W/ PI-T1 L �.- 3''g" �..- •. , I ti .•....•� I T AT6 OF WHITE LATEX PAINT. �I ALL EXP'dSED INSULATION WITH TWO CO €KEL?HEAt� OR 11�#" SCREW � f ATTACHED TO TRUSSES °" �'�r;,itt,t'��``� �� I I NDiTiONING UNITEd WITH MATCHINC-s LOW vaLTAGE +°SEAT -COOL TRIER- -�-'�� PROV DE R Go M05TATS WITH ON -C�?FF AUTO :aUB�BASE SWITCH, FURNISHED 5Y THE EQUIPi'1ENT I�X15 WG TY °P. ;IELLMOUT1a_ rc MANUFACTURER. R -C FLEXIBLE DUCTS COLLARS iN ALL ALL A,1R CONDITIONING C OMPRESSORS &W ALL BE WARRANTED ,�Of� A MINIMUM OF FIVE ON 1' tHI . �" WIDE 5 / / BRANCHES TAKE 01`4- 1��P'igVED E?�iST11JCa ' 00 YEARS AFTER DATE OF ACCEPTA NCE of THE 1=•ROJE•CT. FIBE'r'.CsL 55 SADI .LES , s � / s A.N.U. CPACET Ui+lit? Al A1TiC ATTIC SPACE I FLI X DUCTS PROV D >wROVIDE SUPPLY AND DIFFUOaER ,AS i'NIDIG ATED ON THE DRAWINGS. � 4 ' •,�' E F °iNISI -IE5 AND TYPES Oi MOUNT IN COORDINATION WITH THE CEILING T'fi PES AS 5 10W ON ARCHITECTURAL D'RAWIN�5. A PTALLATION 1" TH R -ro FLEXIBLE DUCTS _ — � - � — _ � — ((( � � � = iii E ! " _ OiN K. rz r' -- - MENt IN FIC•3ERGLA5+5 SADDLES INSTALL A E; UIP 5 ACCORDANCE- TO THE hIANU1=ACTU vERIS MANUAL AND WOOD TPjU55E5 { � � Lu MM NDATIONS PAYING SPECIAL ATTENTION TO REOUIRED C✓_E ARANC�'S FOR iN1STALLATION, OPERATION AND SERVICE. R '' ' ' -^ t f I } 1 1 r r 1 1 r } 4 1 EXISTING } _. . PLAN rF -1 W CEILING EX; LOAN 36$" 50 CFM �+ i /8" W/ 3° THERMOFIN �J��L r � _ 1' e P. FAN 1 51 TO ROOF JACK (o" ABOVE R OOF LEVEL f , 1 / 4 I ® r 1 �i + N UN . UNIT` No I WIT N o 2 — - REFRIGERANT LiNES UP -- TOTAL CAPACITY 3VU/WR 4E+ gloo 22400 TO PARTITION 4 TH1�U L7RG ?i=' G EiLINCz v J3 �k�'® 16 400 SINS C SUr�PLY AIR DUCT F3`i'l�,HIR -� -- R - MiN. 1TN(aULATIC N a4Cr:T &WITCH -- - lab B.S. t,AR C. TO D15C NE _ w I � �� ANCHOR C.U. � R • NOTE 5 �- - CONpENSING UNIT (SEE rFLOW) a lu E e p =iN WCs. 03 - (d3 12" MIN. _ I = °`4 PERFC7RATE�? CAP ® t EIV/61 w/61 L1000 L INE-' T O C. U. _ " "HE AIR :N`T, r. �IL D5/ SUICTI101114 LINE TO C. U. °?5/35 35/15 aI Q FOUR i•4 GAUGE Z +CJ FL A -®-. - -. / TIE t?OW'N STRAPS I 1rC�L1Ai°�E 1 �� -2 1 �m 5Y MIAMI TECH, iNC, �'���� ""i c�alv, olr�er exhaust er=�p �~ EM RWEEM PART C; U D I UNIT I MANUF ACT'U9 R - x � SAN Er _ T �O� TOl~'i OF i 1 , IL !DEL Nom RCMA46AII RC5A24C:Il ' x v - - �- Rta4A 21Ji1NU R!�1CtJPdFD ~- : � 2" coND. r�)RAIN AHU. MODE -� NO. -____ @� UNDERGROUND. RAISE A.H.t�. 18" FOR RAL�45JAZ iAML 24J�R;EGC>riMENED ANCHORS: CA MODEL NO. � � (SEE A/C: FL.PLAIN 'PURPOSE - A) 3/i " x 1 - 11A" f ,o._. "` ror�F the FOR TERMIINATiCN) 11.sa 113 D ®� — =3/62 — - TITLE �� LUII / SI eIN U �_� AR P�II B) 1 -ll'� ;'IW�'`; " WITH WASHERS "' a�IOiL 14 �- 1 X 1€3" RA PENING �� _. ®� _ '=•�, �I 1 I i I ! 1/2 i ! ��m.®._. — - - -- � ,., ............ ,.,,.. ,. _. ....�... .....- ' c� i�r. � E h�i�f� � .�• h!� i ��"I° .. �.,u ,, DUCT 61`1 D TECT OR x ua t �� ��� a P I 1 �� A a �`"� �� AU "' =4" CLEARANCE AROUND A.H.U, A5 PER 1°'.BG. FIVZE iDAMP�,R(S) X - � NOTEI -PROV - ---- �- - -- - -�- —�._ - _ — — - — N REVISED 1 I QED l313"( �.�. (MEGH.) G 03.1.3 ENERGY fo10.1ABC3.0.3 SM °i DAMPEWS) x NOTE -A /C CC, jpRE55OR SHALL BE iNST?aLLED AE�OV!° BASE FLOOD ELE=VATION PLOT SCALE 1:1 SAFE- T- Sw1T U.S. "' �� in - Pirt°OVI1 E °Ci�" MODEL BBB CONDENSATE SHU OFF SWItGH ON DRAIN LINE AT 1�iRE RATED ENL�SURE x AND" MIN. ADJOINING G�AnI" AS PEi� CHP. 3 SEC. F,M.C. Q313 U ti - , SECOND FLOOR QUiPENt ONLY - OUtDG�OR A/G EQUdiw''MENT" S HALL ESE ,�: "rTAs".:f -IED 7O THE h'IOLwTINCa SUF =PORT � OVERFLOWS FI E RA TE ROOF CE IL IWs ASSEM�3LY " — �c - AC. D✓JC7R+:GE55 MINIMUM 3& OPENING -" - °®- --° STIPUCTURE WITH TWO S.S CA5LES (PROVIDED WIT14 TUFkNBUKLES TO ALLOW � � � �� �" � •` � I dC� ND F6RE SrC��'SiNG X FOR FUTURE MAINtENA,NCEJ CRC�55ED OVER THE UNIT AND i= A�.TENE[ TO CONC. " s o'l - ---- °- -° WITH CAF) ir "� EXPANSION ANCHOR, IN ACt:ORDANC °.E TO 1=B.C. f " °O WiDHSTAND Af �- MINIMUM WIND VEI_OCI'i IY of 15�2� M :F'.H.) - , SM CONT ROL `: 1. Ki C�:iLIN�'x FAN . ' to DENOTED PROGRAMMABLE THERM06TAt 1 .AMABLE T'IHVa10$T'A'T - ,x m., # 8 1 f . • t 0 E� E Z � s S s y y 9 F tea. d, vr+� AP P MO f EY yq.�_- Ta=YSw - ..+�+.. w• +- :u..- anw+v.m. {� o 13d � 1- ZONING occ, GeV oco ew.w nnv v �1 :t.. tlt , :rte � 6 1dti J GCE b 'MAW got 6y n 1 =w J � e e 2 ��. 3 4 5 b L GrENORA1. NOTES: KITCHON NOM E$: PLOOR PLAN LNGIEEND: DOOR SCHNOUL15: I. BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS MATERIAL AS FLORIDA BUILDING CODE I. PROVIDE 20 GA. MtL. SCUDS m 16' O.G. � KITCHEN ® REFRIGERATOR SPACE ® 36" HGt. NAND RAILING NO. DOOR FRAME REMARKS CABINETS WALL SEE PET. 4 ON SHT D -3 W H T MAT. TYPE GLASS MAT. !D ' ]E 2. IN AN OUTSIDE WINDOW OR DOOR OPERAE FROM THE o� �+ ® DOUBLE SINK Q MICROWAVE 1 2 -2' -6" 6' -8" 1 3/4' A /GL. FRENCH ggpArY ALUM. DOOR THRESHOLD Pp LD WEATHER STRIP INSIDE, THE MODE 01= OPI= RATION SHALL NOT REQUIRE BA THROOM N ®� r7: © DISHWASHER TO A/C CONDENSING UNIT A 1 2 MTL. THRESHOLD AUTO CLOSE, THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR 2 2 6 - 1 3/4 MTL. 50LID CORE WD. EFFORT. SUCH CLEAR OPENING SHALL BE NOT LE65 THAN I. PROVIDE SAFETY GLASS CLASS II AS PER F5C. 2405 AND 2411.3.1.3.2 © RAN AHU 0 2 S 3 2' -0' 6' -8 1 3/8' WD. UJMG W D p PANI =L, MA BE RBLE SADDLE AT BATHROOMS 20" IN WIDTH, AND 24" IN HEIGHT, 5.1 SQ. Ft. IN AREA _Q THE BOTTOM OF THE OPENING SHALL NOT MORE THAN 2. SHOWER AND BATHTUB COMPARTMENT MUST HAVE FLOOR AND WALL LINE OF CABINETS ABOVE Q v 42' HIGH COUNTER RA15Ep PANEL, MARBLE SADDLE AT BATHROOMS AND WAS CONST OF SMOOTH CORROSION RESISTANT AND 0 � 4 2 - 6 - 1 3/8 WD. gWINCz WD. ONLY 44 ABDVE THE FINISHED FLOOR AND NO PART OF THE LL D � � 0 NONABSORBENT WATER - RESISTANT MATERIALS t0 A HEIGHT OF NOT F 36' NIGH COUNTER _ 5 2 - 0' 6' - 8' WD. COLONIAL Wp MARBLE SADDLE AT BATHROOMS OPERATING MECHANISM SHALL BE PLACED HIGHER THAN LESS THAN 10 INCHES ABOVE THE COMPARTMENT FLOOR AT THE © DROP CEILING AT V - 0° HIGH 51 -FOLD ONi-T 54' ABOVE FINISHED FLOOR. BINET I 6 3' -0" 6' -8' WD. COLONIAL ALUM. DRAIN AS PER FBC. 1204.3 O PAN R ELV © 42' HGT. RAILING BI -G=OLD 3. NUMBERS OF ADDRESS SHALL BE PLACED VISIBLE AND 1 6' -0" 6' -8" WD. COLONIA L ALUM. LEGIBLE FROM THE STREET FRONTING THE PROPERTY O WASHER AND DRYER SPACE O 22'X 36' ATTIC ACCESS PANEL �� � " FULL LOUVERED AND SHALL BE 3 INC MIN. IN HEIGHT. VENT PRYER t0 EXTERIOR COMPLY WIHT FBC 23+x9.6 8 - W BI -F ALUM. '''' II pp�� 2 6 6 8 D FA/��� L.C.��N6/: O I ARCHED TRANSOM OPENING + - 6" TO +6' -8' 2 X 6 P.T. WD. GARAGE DOOR 5. REFER TO FOUNDATION PLAN (SHEET A -1) FO CONCRETE JAMB (SEE DETAIL) 2 x 4 RA5151TED WOOD FRAME . FILLED BLOCK CELL LOCATION, 51ZE AND REINFORCING. INDICATES 8'x8'xl6' MASONRY UNITS JQ DRYWALL FINISHED LINEN CLOSET W/ 5 SHELVES i - f' - 9' 6. ALL GLASS USED INSIDE OF DWELLING SHALL BE TEMPERED. 8' -"f' WITH IN ' DRYWALL FIN SH EAG glp� CSEE SHEET D -2 FOR DETAILS) 24" O.C. KO 31/2" X 31/2" 5%. COLUMN I. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN DOUBLE OVEN JRW CAN OPEN THE DOOR FROM INSIDE THE CLOSET. INDICATES 3 -5/8° METAL STUDS PARTITION 24' O.C. O _ 8. EVERY BATHROOM DOOR LOCK SHALL 51- DESIGNED t0 WITH 1/2' DRYWALL EACH SIDE AND R -11 INSULATION © ELECTRIC WATER HEALER PERMIT THE OPENING OF THE LOCKED DOOR FROM THE BETWEEN STUDS. O ELECTRICAL METER OUTSIDE IN AN E MERGENCY � 1 OO ELECTRICAL PANEL --nn �) ® A/C CONDENSING UNIT PAD 0 1 u, © AHU *1 3' -6" L L tt 5' -1' I I ■■ nn 1 vAFETY CAL. 1 OD CAT. f 1 O 1 ° ° +� I I CONTRACTOR NOT E S: BUILDING NOTED. � � r► I '� .� D I I- DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR SHALL. VERIFY ]-PROVIDE DARE COUNTY APPROVED HURRICANE 5HUTTER5 TO ALL EXTERIOR DOOR5 AND WINDON5. 5U13MIT DADE COUNTY APPROVAL D -- _ ALL DRAWINGS DIMENSIONS. SHOULD THERE BE ANY INCONSTENCY NOTIFY NUMBER PRIOR IN5TALLATION. - -- -- - - - -- - - - -. -- -_- - - THE ARCHITECT OR ENGINEER. (' MAL I i 2 -ALL STUB5 AGAINST CONCRETE BLOGK HALL SHALL BE \ � 2- CONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATE E3RAGiNG OF ALL �- SEGURED 4- 6 IAI 5 A5 PER 5EGTI0 2105 0 .F WI Idl L P N IL 1 (1 KITCHEN � STRUGIVRAL MEMBERS, WALLS AND NON STRUCTURAL ITEMS DURING B G III CONSTRUCTION. - -� 0 I I4---EXI5TING WINDOW TO REMOVED 3- 00NTRAGT05R VERIFY FIELD CONDITION BEFORE STARTED G0145TRUGTION iii IO 4- CONTRACTOR5 SHALL BE RESPONSIBLE FOR SUMMIT SHOP DRAWINGS vl n APPROVAL REQUIREMENT NO. cn . GLASS r 1 , " X82 _ ® ({1 N S FETY GL. FAMILY ROOM BEDROOM EX15TING DOOR TO REMOVED I OCCUPANCY TYPE ........... ............................... R -3 ANEW CONC. SLAB TO MATCH CONSTRUCTION TYPE .............. .. ............. VI UNPROTECTED `r I EXISTING FLORIDA BUILDING CODE .......................... 2001 SAFETY GL. - -- .. M t DINING ° o ° - /2 B — ill __­—EXISTING WINDOW TO REMOVED GLASS _ III 20' X 82" S FE tY GL. f e_�_A CAT 11 01-4l...— 2' - 4' 4' - 5' 2' - 4' ' _ 6 0 — I � L_�� -- -- - -- - �I BATH EXISTING SEPTICTANK AND DRAINFIELp TO I g 0 g@ I R I ®I �- - -- I VED N -> I BAR AREA REMO — l� 75.0' N I 0 6tAIR I— �� o�a _ �--- - -- ----- - - ---- - - +� -- - - -- - -- - - - - -- - - - J - — - �/ - - -- - - - -- - - - -- - $ - -J EXISTING OVERH - - -- -- � - -- --- - - - - -- - - -- - - - - - - -- -------------------- - - - - -- � SERVICE. _ FT - -7 2 E - -- -� I 10' -0" L 17' 4" EXISTING CONNECTION Il II II 11 I I 0 © = � � - J ►0' -q" I - - z _ �' PIPE L t II - _ 11 I F_ -�_ -_ - -------- - - - - -- - - -- Q) � ..__ � - I NEW 4' DIA. CONNECTION c!1 FT __1 HALL EXISTING WINDOW AND WALL 1 PIPE (3' HGT ) t0 REMOVED, jjI 0l ` PROVIDE OPENING EXISTING RESIDENCE IL = A II BEDROOM SFJ 345, s a EXISTING WASHER 4 �� Ito O DRYER TO RELOC. - m e r « 0 UTILITY ��- ] ( •„� i r 1 ' ccti GARAGE i I ADDITION (FIRST FL. 421.2 SF 4 SECOND FL. 566.1 SF) I _ ,_ " FINISH FL. EL. TO MATCH I °� 3 -0 2 4 EXISTING KITCHEN , EQUIPMENT t0 _ EXIST, 6� ! ! I B �. A r RELOC. = I I� F EXISTING TERRACE TO 5 �� ° O fy O R E REMOVED (I(2.0 SF.) I N LIVING ' I� j ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ \� I �° t l BATH I I ® to EXISTING WATER I IJ NEW SEPTICTANK V N SERVICE I I 1 — 1050 GLS. AND i 1 I I I DRAINFIELD 512 SF. 572 5F, i o '� I -�- l - - - -- - -- - - -- _j Li L Q FOYER _ a NE 100 � TITLE M - - ° - - - — SITE AND FLOOR PLAN L 1 BRARY 0 F* A NJ C A FILE NAME 345Nr=I005T DRAk iNl BY J.H.G. 6' II SC: I'= 20' RE\45ED BY A.A. d•� _ PLOT SCALE I:I D_ SCALE: 1/4" = V-0 _ t DATE 06/30/05 I s I N DRAWING NO. THE EAST ONE HALT (1/2) OF LOT 18 ANp AL OF LOT le, BLOCK 39, AN -1 AMENDED PLAT OF MIAMI SNORES SECTION No. I° ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, AT PAGE 10, OF THE SHEET OF PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. 6 L T T 2 T r Q 1 I 3 I ' I 5 � 6 I 2 3 4 DOOR SGHrmcul rm: NO. DOOR FRAME REMARKS W H T MAT. TYPE GLASS MAT. DET. I 2 -2' -6" 6' -5' 1 3/4' AL. /GL. FRENCH CAT. II ALUM MTL. THRESHOLD, WEATHER STRIP, SAFETY GLASS DOOR SCOPE + 2 2' -8' 6' -6' 1 3/4' MTL. SOLID CORE WD. MTL. THRESHOLD, AUTO CLOSE, a 3 2' - 6 ' -5' 1 3/5' WD. R S D PANI =L, W MARBLE SADDLE AT BATHROOMS �+ 4 2' -S' 6' -8' 1 3/S' wD. SWING ON z PANEL, WD. MARBL SADDLE At BATHROOMS O 5 2' - 6' - WD. B° I-oLDL WD. MARBLE SADDLE AT BATHROOMS E 6 3' -0' 6' -6' WD. COLONIAL ALUM. n BI -FOLD 6' -0' 6' -8' wD. COLONIAL ALUM. BI -FOLD S 2' -6' I 6' -8' f I WD. 1 BI -FO I ALUM.1 FULL LOUVERED * 2 x 4 RABBITED WOOD FRAME GrE NWRAL NOME;: 1. BATHROOM FLOORS AND BASE TO BE OF IMPERVIOUS In MATERIAL AS FLORIDA BUILDING CODE 3' -11' V -11' L 3' -11' 2. IN AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE -i INSIDE, THE MODE OF OPERATION SHALL NOT REQUIRE 1/2 33 SH 1/2 SH W THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. SUCH CLEAR OPENING SHALL BE NOT LESS THAN 20' IN WIDTH, AND 24' IN HEIGHT, 5.1 5Q. FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN = SAFETY GL. ' 44' ABOVE THE FINISHED FLOOR AND NO PART OF THE �;� CAT. 11 @ OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE FINISHED FLOOR O `� 3. NUMBERS OF ADDRESS SHALL BE PLACED VISIBLE AND ' ■n LEGIBLE FROM THE STREET FRONTING THE PROPERTY AND SHALL BE 3 INCHES MIN. IN HEIGHT. BE ROOM 5. REFER TO FOUNDATION PLAN (SHEET A -1) FOR CONCRETE XO D FILLED BLOCK CELL LOCATION, SIZE AND REINFORCING. D 6. ALL GLASS USED INSIDE OF DWELLING SHALL BE TEMPERED. 1 EVERY CETDO SHALL THE CLOSET. \1.11 - -- --- ----- - - - - -- - - -- - ------- - - - - -- -� �- ip CAN OPEN N THE DOOR R FROM INSIDE THE CLOEET. _ ®i� S. EVERT BATHROOM DOOR LOCK SHALL BE DESIGNED TO L IT THE E OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN AN EMERGENCY m i ��ss �II T V� N �; `\ 4' - g' 0' -4" 3 , - 0' -4' 3' -7' 0' -4' 1. PROVIDE 20 GA. MTL. STUDS , m 16' O.C. , m KITCHEN N II r CABINET5 WALL SEE DET. 4 ON SHT D -3 c 0 °■ BATHROOM NoTmal. I. PROVIDE SAFETY GLASS CLASS II AS F C. 2405 AN 2411.3.1.3.2 p -) ( IN .-C L. 0 0 ( 0 O PER B D � L W. 2. SHOWER AND BATHTUB COMPARTMENT MUST HAVE FLOOR AND WALL AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NONABSORBENT WATER- RESISTANT MATERIALS TO A HEIGHT OF NOT LE-55 THAN 10 INCHES ABOVE THE COMPARTMENT FLOOR AT THE - DRAIN AS PER FBC. 12043 W A L. L. L Imo = _ SAF GL. STAIR C T. 11 i G LL INDICATES 5'x8'xl6' MASONRY UNITS o R BATH O INDICATES 3 -5/S' METAL STUDS PARTITION 24' O.C. I J WITH 1/2' DRYWALL FINISH EACH SIDE. o .< INDICATES 3 -5/S e METAL STUDS PARTITION 24 WITH 1/2' DRYWALL EACH SIDE AND R -11 INSULATION BETWEEN STUDS. 0 - - -- - - - - - - -------------I- I I 22 W iA 22 W - - - - - - - - - - - - - - - - - - z �� ® ®R P�AN ��CFN ®: I v�AFC I – — — — — — — i 2 -g 12 2 -9 AO REFRIGERATOR SPACE © DOUBLE SINK I I K II © DISHWASHER D RANGE O LINE OF CABINETS ABOVE O 3(2' HIGH COUNTER 'd'-5 , G PANTRY CABINET W/ 5 SHELVES O WASHER AND DRYER SPACE B vENT DRYER TO EXTERIOR -- i I - - - - - -- - -- - - -- -- -- - - -- - - - -- - - � - B fin! OI ARCHED TRANSOM OPENING +1' - 4' TO +S' -0" I I I Q 1- 0 OJ DRYWALL FINISHED LINEN II d) CLOSET W/ 5 $HELVES �- 0 3S I?E SHEET D FOR DETAILS) \ Cn I Q © LAUNDRY SINK © ELECTRIC WATER HEATER 6 ELECTRICAL METER ELECTRICAL PANEL I I \ \ _ © A/C CONDENSING UNIT PAD *I a ® AHU 01 -- - -- - - - - - -� ------------------- - - - - -- I I I �' $ � ® 36'HGt. HAND RAILING � - - -- -------- - - -_ -- � ( c O MICROWAVE I- - - -_ - ---------------------------- - - - - -- ------------- - - - - -- -------- - - - - -- -\ ` � � I O A/C, CONDENSING UNIT PAD 02 \ \ � � I TITLE Q AHU *2 \ \ SECOND FLOOR PLM O� O 42" HIGH COUNTER © DROP CEILING AT V -0' HIGH © 42' HGT. RAILING � I A Q 22" x 36" ATTIC ACCESS PANEL FILE NAME 345NE1005T ul __ COMPLY WIHT FBC 2309.6 DRAWN BY J.H.G. I I I RI= x/151 =D BY A.A. c ZO 2 X 6 P.T. WD. GARAGE DOOR PLOT SCALE I:I 6 JAMB (SEE DETAIL) D- DATE 06/30/05 UICOND L L 0 '° °� I DRAW( NG NO. - SCALE; 1/4 = l'-O" _ _ _ rn — SHEET OF 2 12 L () -- 1 I —F 2 z 13 iE E 12 3 TO MATCH EXIST. TOP OF T15 BEAM ELEV. +19' -S' Lfl O : � ul 1/2 34 5H 1/2 34 5H TOP OF SECOND 1 FL. GONG. SLAB . n ELEV. +10 -8 I iEl LE LL D 33 5H �( NOT : TOP OF 0 1 GONG. 5LA5 I. THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS 1 ELEV. +O' -D' INCLUDING GLASS BLOCK, SLIDING GLASS DOORS, AND FRENCH DOORS PROTECTED BY HURRICANE PROTECTIVE SHUTTER SYSTEMS, BEARING A METRO PAPE PRODUCT ACCEPTANCE. ■■AA NORTH iLl ,, " T N SEE ATTACHED MFR AS PART OF THIS SI=T. � ' '-- SCALE: 1/4" 1' -0" �-- (y tL G G CONT. WHITE _ ALUM. HANDRAIL PICKETS a 4' OC, b 12 t A 3 t0 MATCH EXIST. a = u TOP OF 511 TIE 5EAM P1�ECA5t BALCONY SLAB 51-5v. +19' -S' REFER TO STRUCTURAL DWG5. ECESS IN PRECAST SLAB REFER TO STRUCTURAL DWG5. NOTE 1. ALL RAILINGS TO COMPLY WITH FBC SECT. 1015 2. RAILING MANUFACTURER SHALL 6U15Mit SHOP DRAWINS TO s�A ,— ARCHITECT AND / OR STRUCTURAL ENGINEER FOR APPROVAL W 2 5H 23 SH PRIOR TO FABRICATION_ 9 3. ALL RAILINGS WILL WITHSTAND 15 MPH WIND. SAFETY GLASS (� 4. ALL RAILINGS to REJECT 4 PIA oBJEcT • CAT. ii - - _ -- - - - fRA ILMING ONTAllm BALIC _ � r _ NTS L- LI- _- L1J_�L�� - LL� J_L1LL 1 1 I _L1_��_1. I I I i i 1 1 1 I I � o r 1Q 1� ■■ f�.� i I U c ra m Q S OU TH \' TITLE ATION Y ELEVA�°TI�N SCALE: 1/4" = 1' -0" 0 OA A FILE NAME 345NE 1005T DRAWN BY J.H.G. ' c REVISED BY A.A. PLOT 5GALE 1 :1 Q DATE 06130103 N DRAWING NO. A -3 SHEET OF c 3 Q� 2 3 I 5 6 I I - - I 2 3 4 5 6 z O 12 3 O MATCH EXIST. 11 H TOP Or- -1 J] I L I J 1 LI 1 L I TIE BEAM ELEv. +19' -8' 6'Xro DECORATIVE WOOD COL. U- - ° X - F RENC 4 D Q �!� STUCCO FINISH TO MATCH EXISTING m TOP OF SECOND 1 FL. CONC. SLAB 1 - — — — ELEV. +10' -0' LL LL EDi D D V I o ilt X6'-8 O �n TOP Or- CONC. SLAB �-- ELEV. +0' BAST BLIVATION r r - !.■ iii SCALE: 1/4 !1 _ 1 ! -0 11 Z !.1_ � �-- G G �7 N 4 12 3 to MATCH EX15T. TOP OF TIE BEAM ELEV. +19' -8" T 1 7 � r 112 34 SH 1/2 34 SH r i IIII IIII _ LJ L.� l '� o 1- TOP OF SECOND -- -- -- _ FL. GONG. 5L,45 - - - - - - - - - - -- - - -- - - N V. +10' -8' E CA �--- IL t N 6 V O g STUCCO FINISH F. GLASS x rz ' -8 � t0 MATCH EXISTING 20'X 82' fR;i elE F. GLASS 1, THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS P _ i SAFETY GLASS 20' X 82' INCLUDING GLASS BLOCK, SLIDING GLASS DOORS, AND FRENCH CAT. it SAFETY GLASS DOORS PROTECTED BY HURRICANE PROTECTIVE SHUTTER U i- O� CAT. It 5Y5TEM5, BEARING A METRO DADE PRODUCT ACCEPTANCE. � TOP OF _ - SEE ATTACHED MFR AS PART OF THIS SET. Q CONC. 5LAB - - - - -- _ - - _ _ TITLE ELEv. +0' -0' ELEVA rn o SCALE: 1/4" = 1' -0" \ q q FILE NAME 345NE IOO5T rn DRAWN BY J.H.G. . RE1/I5ED BY A.A. _a PLOT SCALE 1.1 a- DATE 061 N - � DRAWING NO. N A -4 SHEET OF 4 12 L Q� I 2 3 4 5 T 6 I 2 3 4 5 6 ROOF TILE ON 1 -90* MINERAL SURFACE HOT MOPPED TO 1 -30* FELT TINTAGGED TO 19/32" PLYWOOD SHEATHING ?' DRYWALL FINISH THE 1 - 30* FELT IS ANCHORED TO THE ON 1 X 3 P.T. WOOD PLYWOOD SHEATHING WITH SENCO GA FURRING STRIPS ON DIAMOND POINT, 1 - 1/4' X .120' DIAMETER WOOD V GONG. BLK. WALL 1/S' WIDTH CROWN X 1 -3/4' LENGTH. WOOD USP METAL STRAP ' SHEATHING ANCHORAGE SHALL BE NAILED ' I X 4 P.T. CONT. WOOD (19/32" CDX PLYWD. SHTG. W/ ad! COMMON NAILS SEE ANCHOR SCHEDULE. BLOCKING W/ 7' X IY a & I O.G. a PANEL EDGE 6" O.G. a INTERMEDIATE � LON HILTI DRIv1 =N SUPPORTS, AND 4' O.G. a DIAPHRAGM BOUND) ' SHOTS WHEN FASTENING TILE INSTALLATION SHALL BE ATHESIvE SYSTEM. z0 TO CONC. BLOCK WALL 26 GAUGE 2X2 GALV. E 16' C.C. z MTL. DRIP NAILED 6" O.C. E 12 t0 IX2 P.T. NAILER ON 2X8 WD. CONT. 2' pIA. } � 19/32° NOMINAL THICKNESS 5 TOM TGH EXIST. FASCIA ON 2X4 SUBFASCIA $ -- ROOF PLYWOOD SHEATING SHALL AILED 4 O.G. a GABLE ENDS PR MANU D5PI = G5. e � BE EXPOSURE 1 � W/ A SPAN LAPPED MIN. 4' a PERIMETER RATING OF 3211ro (MIN.): AND SHALL OF 5Aa CORNERS a A MIN. BE ANCHORED TO FASCIA W/ V DRYWALL FINISH ad NAILS a 4' O.G. (TYP. ALL ON METAL OR WOOD AROUND PERIMETER). STUD PARTITION 2 X 4 CONT. WOOD PRE -FAB ENG. WD. ROOF BLOCKIN W/ V X 2' TRUSSES 24 O.C. In LONG LAG BOLTS AS PER MANUR SPECS. (MIN. 3 CONNI= CTIONS) TOP OF TIE BEAM EL. +19' -8' A IX2 CONT. P.T. WOOD NAILER. R -30 FIBERGLASS 5 HANDRA TA IL N.T.6 INSULATION - 11 .0' Q ,4 -� I O.N. 2X10 SMOOTH FIN. 2 SMOOTH FINISH GYPSUM PLASM WOOD FASCIA W/ 1 ON U2' G.W.B. ON GALV. MTL - 2X8 SUB - FASCIA. Q HI - HATS 9 IV O.C. (TYP). STUCCO SOFFIT NOTE: GEILIN6 Al 5/8" GYPSUM BOARD W/ 8 "X24' VENT VENTS a 4'-0" O.C. TYPE "X" UL -501 ON METAL HI -HAT5 ® TYP. ALL EVES. D I6" OG. (I Hr. FIRE RATED) ONLY AT PLAN A 005 R MIND D -- THIRD FLOOR I 1X4 P.T. FIRESTOP a T.BM. PERIMETER 4a TB (SEE SCHEDULE) V -0' HGT. A.F.F. MAX 9 GAGE JOINT a iG' C/G (LADDER TYPE) \ 1/2" GYP. DRYWALL ON 8" CONC. BLOCK WALL. ® I 1 X 2 P.T. WD. FURRING (� A STRIPS o 24' D.G. (PROVIDE R -4.1 INSUL.) x Vl I 2 LAYERS MIN. LIGHT IX4 P.T. WD NAILER TEXTURED STUCCO OVER Q 1 WOOD BASEBOARD 8" GONG. BLOCK (TYP). 1 -LAYER 3/4'T* THICK PLYWOOD SHEATHING SONDI =D TO WD. FLOOR TRUSSES W/ ADHESIVE CONFORMING t0 - 8" GONG. BLOCK WALL. W/ A Q r SPECIFICATIONS OF AFG -01 BY THE AMER PLYWOOD W/ 9 GUAGE LADDER TYPE ASSOC. AS PER F.B.C. 2001 FASTENING OF NAILING FOR FLOOR HORIZONTAL REINF. EVERY SHEATHING SHALL BE W/ 10d. COMMON NAILS a 6' O.C. AT PANEL EDGES AND V O.C. AT INTERMEDIATE SUPPORTS 7 = OTHER COURSE. (� U 8" X 12" GONG. TIE BEAM �7R W/ 4" 5'3 CONT. 4 2-S'5 BENT AT CORNERS 30' 1 4 IS' DEEP WOOD TRUSSES EACH WAY -TYP. M _....,._.___. __..._....._..___.._. ___...._ TOP OF TRUSSES .. TOP OF WD. TRUSS AT 2ND. FLOOR ®� A ROOF TRUSS ELEV. +12' -3' pr - EL. + 10' -8' BY OTHERS r USP MODEL RT -16 WITH -- G R - 30 FIBERGLASS INSULATION ( - 10d NAILS TO 2X4 BRACE - 2X6 MIN P.T. CON WITH 1/2' DIA. ADHERIED TO %' PLYWOOD AND 4 - 10d NAILS TO LEDGER. ANCHOR BOLTS o 24 C.C. SHEATHING. NOA 0 01 - 0912.05 (LEDGER TYPE 'A') J \ PROVIDE ANCHORAGE SYSTEM — 1 TWO SIDES �..._ ...._..._ .................. 2X4 P.T. CONT. WITH I/4" DIA. R -30 FIBERGLASS INSULATION. DOUBLE 2X4 GROSS X 3 ' LONG TAPCONS a 12" C.C. BRACING a 10' -0" G.G. I ,� W/ 2 -16d EA. CONNECTION SMOOTH FINISH GYPSUM ' 4 PLASTER ON 1/2" G.W.B. Z ON GALV. MTL HI -HATS 1X4 P.T. FI ESTO — " R P a I �o O.C. ( TYP). a - 1/2 DRYWALL. T.BM. PERIMETER4a V -0' HGT. A.F.F. MAX 2 x 4 BETWEEN TRUSSES 2"X4" WOOD BACKING I < COVER W/ 1 -LAYER 1/2' AT TOP OF WALL CABINET - 8' GONG. BLOCK WALL. W/ A 1 LAYER OF 1/2' W/ 9 GUAGE LADDER TYPE DRYWALL ADHERED TO HORIZONTAL REINF. EVERY PLYWOOD SHEATHING. OTHER COURSE. NOTE WALL CABINET 1/2' GYP. DRYWALL ON P I X 2 P.T. WD. FURRING _ 22' X 3ro' ATTIC ACCESS PANEL COMPLY WIHT FBC 230'310 STRIPS a 24' O.G. (PROVIDE (t� R -4.1 INSUL.) i*S IN 3000 PSI CONCRETE _ A TTI C GARAGr FILLED CELL PROVIDE CLEAN OUT +01 d AT BOTTOM TO ENSURE PROPER n N.T.S. FILL. ADD WEEP HOLES AT 1/3 B !� AND 2/3 OF SPAN. _0 INTERIOR PARTITION WITH 2 LAYERS MIN. LIGHT 3 5/8 METAL SCUDS a iG O_G. TEXTURED STUCCO OVER IX4 P.T. WD NAILER 8' GONG. BLOCK (TYP). �-- N w A 1 CEILING LINE TOP OF PLATE O WOOD BASEBOARD cv ® Vl TOP CHANNI =L N m � I EXP. JOINT W 1*I0 DRY WALL SCREW 2'X4" WOOD BACKING Q a EACH TRUSS OR 24 O.G. AT TOP OF BASE CABINET BASE CABINET TOP OF CON . SLAB ` �` � � 1 4' CONCRETE SLAB WITH ° D ELEV. +0' -0" g <o "X 6" 10/10 W.W.M. ON - m z ® A — f n A OVER � 2 X4 WOOD BACKING V APOR BARRIER ER � GRADE `` AT BOTTON OF BASE TERMITE TREATED WELL Z l CABINET AND AT WALL COMPACTED FILL - HUNG PLUMBING FIXTURE VAPOR N 1/2' DRYWALL BARRIER - z TITLE Q S STARTER BAR F ' 5ECtION V IELU a DETA AND 3 5/S" MTL. WELL COMPACTED : 9 . D n Stu s SECTION p FILL 24' O .C. PROVIDE BACKING FOR WALL CABINETS F.B.G. p n. �- v p � 3 5/8" BOTTOM CHANNEL m v A (25 GA.) SECURED To (2.) A MINIMUM 2° X 4' HORIZONTAL WOOp MEMBER, SECURELY FILE NAME 345NEIOOST SLAB W /5/6' DIA. STUD FASTENED TO NOT LESS THAN 2 SUCH STUDS, SHALL BE NAILS 16' O.G. MAX. WF -24 SEE SCHEDULE DRAWN BY J.H.G. INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG S PLUMBING FIXTURE AND WALL CABINET. REVI5ED BY A.A. FIN, FLOOR PLOT SCALE I:I { PROVIDE 20 GA. MTL. STUDS o 16' D.G. a KITCHEN DATE 06/30/05 � CABINETS WALL '' II'' 1 da/ f I 3/4 DRAWING NO. 3 t JM STUD PARTITION 2 SHEET OF SCALE: 3/4" = 1' -0" SCALE: 1 1/2' = 1' -0' � 5 12 L Q__l I _F 2 _T_ 4 2 3 4 5 6 -j— L z O E E } 4 D -2 _ LL 2 D -2 .� ■ n TOP OF FINISH FLOOR ELEV. +10' -8' 1 D ta � . D -2 c� 0 r 2X DRAF75T0 }"- Vl °o LU ® �1 LU 'der 0 r 3 Z au -. OL D -2 TOP OF CONIC. SLAB • 1=LI =v. + -0' -0' . • IL G G STA IR l N 1/2' � © 2'X12' Wp LEDGER D - NOTE: PROVIDE FIRESTOPS AS PER .F,B.C. NOTE: �--- \ EXTEND HANDRAIL VAT T.O.P. NOTE: FASTEN STRINGER TO LEDGER lo' 3/16' X 3' EXTEND BOTTOM HANDRAIL t0 FINISH FLOOR AS PER (NSPA 5 - 22.4.5 (pXE) ) (2'X12' WD) W/ JOIST FRMG ANGLE JA5G O.G. (tYP -) NOTE: _ BY USP W/ 6 10d NAILS EACH SIDE. �' 6 TWO ANCHORS PER STRINGER GIRDER TRUSS • -• - PROVIDE 42' NIGH GUARDRAIL At ALL OPEN SIDES. / NOTE: \ / / PROVIDE (3) STRINGERS, ONE AT EA. SIDE AND ONE AT MID SPAN. / 2ND X 2FL R05ING NOTE: (3) 2 X 12 WD. STRINGER STAIRS 70 COMPLY WITH NFPA 101 1/4' DIA. X 4' LONG LAG BOLT 9 6' OC. II , ROUTED TO RECEIVE NOTE: 2'XI2' WP EACH. TREAD (BEYOND) SIGN AND SEAL CALCULATIONS AND SHOP DRAWINGS FOR STAIRS AND STRINC:rER 2 X 12 P.T. WOOD LEDGER FASTENED RAILING TO BE PROVIDED BY MANUFATUR, TO GONG. 5LAD W/ (o - I/4 DIA. € 1/2' PLYWOOD RISER 1) RAILING SHOULD SUSTAIN A 50 pif HORIZONTAL LOAD APPLIED IN ANY DIRECTION X 4' LON TAPCONS is 6' O.C. 1 (TYPICAL) (HW4 -400 OR EQUAL) AT THE TOP OF THE RAILING A5 PER F.B.C. w 2 -1/2' DIA. THRU BOLTS (:,ONN, 2) HANDRAIL SHOULD RESIST A LOAD OF NOT LESS THAN 200 lb APPLIED IN ANY 9` DETLUEE LEDGER AND AT STAR MIDDLE � r / pIRl =GtiON AND At ANY POINT ON tHE REAIL, AS PER F.B.C. GIRDER RUSE AND END OF RUN 4 PLAN VI EN 2 X 12 WD. TREAD N.T.S. / 1 LAYERS OF 1/2' DRYWALL d3 P.T. WOOD NAILER B (2) 2 X 12 STRII`qGER 2 X WOOD 8 0 TREADS (TYP.) O 1/2' DRYWALL ly �. A 1 4 STAIR TO LAND 3/4 D -2 f n 7' DRYWALL FINISH N ON 1 X 3 P.T. WOOD Lf - - 6 FURRING STRIPS ON L 8' GONG. BLK WALL cl (j V 1 X 4 P.T. CONT. WOOD BLOCKING W/ 7' X 17' C i LONG HILT] DRIVEN'' A �— SHOTS WHEN FASTENING �A TO CONC. BLOCK WALL `� D - � Z `-• g 16' O.C. 6 15/32' PLYWOOD RISER UP FIN. 2ND FLOOR r ELEv. +10' -8' 1 -LAYER OF CONT. 2' DIA. TOP CF SLAB TITLE I -L DRYWALL 2 X 12 WD. TREAD WOOD HANDRAIL AS Q UNDERNEATH STAIRS PER MANUF. SP 0 ELEV. +I' - o STAIR ELEVATION 3 -2x12 WD. STRINGERS SECTION AND VATAILS 5 - 16d NAILS 9 1 - 3/4' OR N --' 1 X 3 WD. NAILER IA _ _ O.C. EA. STRINGER "" STUD PARTITION 2 X 4 P.T. WD. NAILER 2 X 4 CON?. WOOD Il' - 4' - A FILE NAME 345NE 10057 I /5' X I' STL. STRAP SECURED TO SLAB W/ 5/5' BLOCKING W/ V X 2' (14 TREADS 10' EACH) A DIA. STUD NAILS STAIR LONG LAG BOLTS DRAWN BY J.H.G. SECURED TO 2 X 4 W/ 16d (MIN. 3 CONNECTIONS) NAILS RISER OOTHE2XI452X4 REVISED B A.A. P.T. DOES NOT NEED 70 PLOT SCALE I:I 6 GO FROM STRINGER TO Q STRINGER. STA PLA DATE 06/ 1 /2' DRAW 1 NG NO. I S N I IL 3 3/4' I N T B. D -2 SHEET OF 60 12 Q - - 1 1 2 T 3 4 5 b I i 2 3 4 5 6 FOOTING 6CHOUL- TYPE SIZE REINFORCEMENT REMARKS S TRUCT URAL NOT MF -6 6' X 6' CONT. MONOLITHIC I -*5 CONT. WF -lro 12" X 16' CONTINUOUS 2 - *5 CONT. BOTTOM All work shall comply with the South Florida Building Code, the American Concrete Institute WF -24 12" X 24' CONTINUOUS 3 -*5 CONT. BOTTOM 1 - *3 TRANSVERSE a 46" O.C. A0I- 318 -1 and all other applicable codes and regulations. F -1 46' X 46" X 12' PAD 5 - *5 EACH WAY BOTTOM All manufacturers of reinforcing and structural steel, precast (prestressed) concrete, and I F-2 36' X 46' X 12' PAD 4 -*5 EACH WAY B prefabricated wood trusses shall submit shop drawings to the Engineer for approval before fabrication. Dimensions and lengths of fabricated units shown on shop drawings are the z sole responsibility of the General Contractor and are to be verified based on actual field 4) E COLUMN SCHODULAS conditions. In the case of reinforcing bars, strict adherence to the bar placing diagrams e } shown on the structural drawings must be followed unless otherwise shown by the Engineer W I REMARKS Architect us make an revisions of corrections !Y TYPE SIZE AND REINFORCEMENT on such plans. General Contractor or Archft t must m y , if FC 1 *5 vERT. iN GONG. FILLED BLOCK CELL any, on shop drawings before submitting plans to the Engineer for final approval. TC 6" X 12' TIE COL. W/ 4*5 V ERT. AND *3 TIES a s' O.C. SEE DETAIL All concrete shall develop the following minimum 28 -day compressive strengths unless TG -I 6" X 16' TIE COL. W/ 4% V ERT. AND 0 3 TIES a 6' O.C. SEE DETAIL otherwise shown on the structural plans: TG -2 6" X16' TIE COL. W/ ro*5 VERT. AND *3 TIES a 5' O.G. SEE DETAIL Precast ..................... 5000 psi All other ..................... 3000 psi CONCRIEETIES NOTIOE6- Slump of concrete shall not exceed 5 inches. A minimum of 5 concrete specimens shall be v� obtained from each 50 cubic yards or portion thereof and shall be tested according to A.S.T.M. G -5q. Use regular wet ht concrete for all structural members (145 c.f.). i. ALL POURED IN PLACE CONCRETE 3,000 P51 AT 26 DAYS MIN., g g p• Signed and sealed copies with results of such tests shall be forwarded to the Engineer 2. ALL CONCR WORK IN ACCORDANCE to CHAPTER 19 FBC 2001 for review. All admixtures shall be approved by the Engineer. � 3. ADMIXTURES ARE Not PERMITTED WITHOUT WRITTEN APPROVAL of g steel clean, deformed bars o w g ENGINEER. Reinforcin sl shall be defd bf ne billet steel conforming with A.S.T.M. }- � A -615, grade 60. Welded wire fabric shall comply with A.S.T.M. A -155. j� WIL 6ToATSMINT All reinforcing hall have the followin minimum concrete cover (U.N.O.) g g 9 AS PER vISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE Unformed surfaces in contact with the ground: ......... 3 in. SAND AND ROCK WITH A MINIMUM REARING CAPACITY OF 2,000 P.SF. Formed surfaces exposed to earth or weather: (� 1. THE LICENSED ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER OF #6 bars and larger ............................... ............................... 2 In. R SHALL SU5MIT To THE INSPECTOR AT THE TIME OF FOUNDATION #5 bars and smaller ............................... ............................... 1 -1/2 in. INSPECTION A SIGNED LETTER ATTESTING THAT THE SITE WAS OBSERVED Formed surfaces NOT exposed to earth or weather: �[t AND THE FOUNDATION CONDITIONS ARE SIMILAR To THOSE UPON WHICH THE Beams, girders, and columns: ............................................ 1 -1/2 in. V' DESIGN IS BASED. � Slabs, walls and foists: � '1 2. FILL SUPPORTING SLABS ON GRADE SHALL BE COMPACTED UNDER THE #II bars and smaller ............................ ............................... 3/4 in. D YL SUPERviSiON OF A SPECIAL INSPECTOR To A MINIMUM OF S5% OF MAXIMUM #14 and #IS bars ................................... ............................... 1 -1/2 in. DENSITY FOR ALL LAYERS, AS VERIFIED BY FIELD DENSITY TEST. AS PER FBG, 1616.2 Structural steel shall be new conforming with A.S.T.M. A -36. Welding electrodes shall f- iN6hICTION NO TIE56 be type E7 0XX. Structural steel columns shall comply with A.5.T.M. A -500 or A.S.T.M. A - 501. All steel ® 1. ALL MANDATORY INSPECTIONS AS REQUIRED BY THE F.B.G. columns shall be filled w r with 3000 psi peorock concrete. , 2. INSPECTIONS PERFORMED BY THE SPECIAL INSPECTOR HIRED RY THE �l �-- OWNER ARE IN ADDITION TO THE MANDATORY INSPECTIONS Structural steel bolts shall conform with A.5.T.M. A -325. 3. THIS BUILDING WILL REQUIRE A SPECIAL INSPECTOR FOR THE INSPECTION All structural lumber shall be of a clear) labeled and ap p roved sp ecies with a minimum OF THE REINFORCED UNIT MASONRY CONSTRUCTION AS PER F. B. C. strength of f 1200 psi. (No. 2 50. PINE p DOUGLAS FIR- LA RCH, H E M -FIR, OR SPRUCE PINE FIR) �-- TERMITES STATEMENT � � r Footings shall bear on undisturbed soil. See foundation plan for soil notes. F5C, SECTION 1616.1.7 TERMITE PROTECTION: PRIOR TO THE BUILDING FINAL INSPECTION A CERTIFICATE of COMPLIANCE All slabs on grade shall be cast over a 0 .006 in vapor membrane on clean well Z SHALL BE ISSUED TO THE PUILDING DEPARTMENT B Y THE LICENSED PEST compacted inorganic fill. All compacted soil shall attain a minimum a 5% density at CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: optimum moisture as determined by the Standard Proctor test. Z to ' THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES TREATMENT iS IN ACCORDANCE WITH RULES Bottom of all concrete tie beams shall be dropped over all door and window openings with 17 _q M AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND a minimum 8" bearin at each end. Provide 2 #5 additional bottom bars continuous and CONSUMER 5l= RV10ES #3 ties at 12" o.c. throughout opening. ,. 1UALL LNGIENO: NOTE: For Deep beams (d eff > 36 ") , provide additional # 4 longitudinal skin reinforcement - -� TC • • each face @ 12" increment FC Fr- s as needed. ®�„ INDICATES 6'x6'x16' MASONRY UNIT WALL REFER t0 PLAN TC ® ® TOP OF FOR SIZE AND SPACING OF VERTICAL REINFORCING. MF -6 CONC. SLAB Lt- I -0'- 4 ' I I ELEV. G WF -24 I ® I FG G I I . 'Q I ®I y 1 1 PER FT. 1/4' MF -6 N :� 12 I6 18 O ADD 3 *5 TOP x 10' LONG F -2 c -21 4 -*5 1AR5 BAR5 5ARS 4 - "6 6 -"5 ( TYPICAL ( TYPICAL ( TYPICAL *3 TIES *3 TIES a *3 TIES C.C. s' C.C. D -1 C TOP ONC O OF T TC - i TC - 2 4' -8" � ELEV. O' -0' F -1 CO LUMN OVA A f r m FC ® TC -1 N.T.S. MF -6 I iq I I TOP OF L _J U1 IB s' co TC TC CONC.. SLA5 ELEv. - 0' - 4' _ — r- o " 0 Ul ly r 4' CONCRETE TYPICAL DROP AT 3( 4' CONC. SLAB WITH 6'X 6' % �-' N SLAB (TYP.) 6" EXTERIOR DOOR 1/6' SL 10/10 W.W.M. ON VAPOR (� �- _j I I BARRIER OVER CLEAN UIELL ® ��■ ,n IL. PER Ft. COMPACTED FILL (TERMITE _ r 1 1 TREATED) u N I I X &�X. X. 6 ' -1 I I -1 I I 7 ' m LU TC N 6 x��x ` x =max. " ,�' . <� • :e � 1 I V PROVIDE I CONTINUOUS CONC. COLUMN 4 L MF 4 CONCRETE SLAB F ® 1 O ADD. 3 *5 TOP x 10 LONG A ho CtION F -2 GRADE ��' 5 T C- 1 1 V �-- � SCALE. 3/�4 I -® i - I ( TG I z -- - - -- - - VAPOR BARRIER N X - - - -- -� -- - - -- TITLE L FOUNDATION, PLAN LU CONCRETE SLAB �j Q CONTINUOUS CONC. FOOTING A Q SEE SCHEDULE O v x X. xT� —x x ° . i ' A FILE NAME 345ME1005T A _�,. ° 3" CLEAR ISOLATED CONC. FOOTING DRAWN BY J.H.G. INTO CONTINUOUS CONC. - III - III - III - III -III- 9 FOOTING (TYPICAL) SEE REVISED BY A.A. SCHEDULE I I PLOT SCALE I:1 IZ PROVIDE I"5 CONTINUOUS m UN i ®N N DATE 06/30/05 8.. W D N N = 1' -0" DRAWING NO. Cf ON 2 SCALE: 1/4" SCALE: 3/4' IN 1' -0' S" O iN 1 s - � SHEET OF SCALE: i/2' = i' -®' 12 L Q� I 2 3 4 5 6 G' GIRDER G OLUMN eGHNDUL� TRU55 4 #5 BARS TIE BEAM TYPE 51 ZE AND REINFORCEMENT REMARKS 4 w FROM FOOTING TO TIE BEAM, @ HOOK INTO IN. E MBE . PL b " X 1 1" X1" FG 1 #5 VERT. IN GONG. FILLED BLOCK CELL (WHERE NOTED ON PLAN) TIE BEAM W/ STANDARD AGI HOOK a TO 8" X 12" TIE EAC COL. W/ 4 #5's VERT. # 3 TIE5 o 8" O.G. SEE DETAIL a C 9 - a 8 a a v fV IN vv o ° n 4 111 v a Q Lu a v z O TIE5 #5 ® 12" OG. E N - ADDITIONAL 2 #5 } GONG. BLK. WALL I BEAM 5GHEDULE TYPE 51 ZE TOP OF RE I NFORGMENT T.B. ELE1(. REMARKS 5/8" BOLT W I7 TOP BOT . INT. TIES (4) 3/4 DIA. HILTI rB -I 8" 12" + 10' -4" 2 # 5 2 # 5 KWIK BOLT II W/ 4" L L q" x 6" x 1/2 X 12" FILLED CELL O' - TB -2 8" 42" + 10' -4" 2 # 5 2 # 5 2 # 5 # 3 ® 12" O.G MIN. EMBEDMENT SIDE VIEW I #>; IN BLOCK 5-1 S" 20" + 10' -4" 2 # 7 2 # 7 # 3 ® 8" O.G. 5-2 8" 14" + lo' -o" 2 # 6 2 # 5 # 3 @ 6" O,G. I 3' - II" �' - II" 3' - II" 5' - 4 1 4 4 311 1311 TO FC FO FO FG TO B -2 JULL TOP OF SCALE- 3/4 = I -O ' PL 6" X q" XI" _ TB -I TB -2 TB -I II GONG. SLAB 118 5L I BEAM NO TES; � � — . — . - ®F(PER FT. I _ ELEV. 10'-5" NOTES: 1. PROVIDE 4 #3 TIES (p 12" O.G. AT CORNERS EACH END, REMAINDER BALANCE AT 48" O.G. 5/8" BOLT FO ® NOTE "B" � I ®FG (� II 4 ®12 TOP � .n 2. CONCRETE BEAM DEPTH OVER DOOR/WINDOW OPENIN55 MAY VARY AS PER MFR. DIFFERENT DOOR /WINDOW HST. (FRENCH OR SLIDING DOORS 4 WINDOWS) UP TO 5" PEEPER . . — . — .. FG ® 5. PROVIDE ADDITIONAL 2 #55 ON EACH SIDE OF ARCH OPENINGS. II UUALL L�C� i�l�= �!N _ —S . — . — . OP OF 7 — . — . — . J I _ " GONG. 5LA5 II GONG. 5LAB _ •--• -I D CONCRETE BEAM BELOW (4) 3/4 "DIA. HILTI i -D ® FG KWIK " O AN BOLT 11 W/ 4 L a X 6 X I/2 X 1211 ®FC INDICATES 8x8 xlb MASONRY UNIT WALL REFER T PL MIN. EMBEDMENT I . - V 5 _ ip FOR SIZE AND SPACING OF VERTICAL REINFORCING. FRON VIEW ��� — — 4 STWE U I DOT AL a Z 2"'X4" PREFAB ENGINEERED gi >r;0017 FLOOR — ,YSTI!M @ O 5 - 2 � I — 11 — r NOT TO SCALE I 6 O.G. (DYES. BY OTHERS) FO a I I II m 1 1 T� I , j i b '-� . — . I I Q .r NOTE "A — NOTE "A" 4 — — — • — • — . Ii 5 - 2 II 4 I � I 5 -2 GONG BLOCK WALL (BEYOND) J GIRDER TRU55 (2M) GONG. SLAB •• I ►n G (SEE PLANS FOR REINF) in +10' -411 (1 cYl I /8" 5L \ m • • TOP OF GONG. BEAM MIN. +10' -O" i 0 EN TO v — — — — — — — — — — — — — — — —I z a 12 , - - - - -- 3,E � -- — a —� — -- — — — — — -- — — — — — — — — — - - — — — I O 4 I I GONG BEAM I I I I E SEE 5 HEDULE g_2 SUCTION U SAXONY NOT TO SCALE 1 I - - - - -- - -- — — — - -- - - - - -- -- - - - - -- - - — B ( L F d) GMU WALL AND R3 =1NF. GMU WALL AND GABLE REINF. ( I I / / / / \ \ \ I ' Vl I -LAYER 3/4 K LYW001D I - LAYER 3/4" TES THICK PLYwooD TAG THICK P IL I SHEATHING BONDED TO WD. FLOOR / \ \ \ I N TRU55E5 W/ ADHESIVE GONFORMINIG N SHEATHING BONDED TO WD. FLOOR TRUSSES TO SPECIFICATIONS OF AFG - BY a W/ ADHESIVE CONFORMING TO THE AMER. PLYWOOD ASSOC. AS 6 SPECIFICATIONS OF AFS -01 BY THE AMER. PER F.B.G. 2001 FASTENING OF V PLYWOOD ASSOC. AS PER F.B.G. 2001 j NAILING FOR FLOOR SHEATHING SHALL I I I I ` , I ��■ Q FASTENING OF NAILING FOR FLOOR BE W/ 10d. COMMON NAILS @ b" O.G. AT SHEATHING SHALL BE W/ IOd. COMMON NAILS PANEL ED6E5 AND 6" O.G. AT 6 O.G. AT PANEL ED6E5 AND 6 o.G. AT INTERMEDIATE SUPPORTS I + ® • INTERMEDIATE SUPPORTS \ I -- - - - - -- —� L - - - -- — -- -- ----- - - - - -- — - - - -� I I I �--- PROVIDE MIN. 2 "X6" SOUTHERN T y -- -- - - - - -- -- ----------- - - - - -- - - - -- - -- ` \ � � ii Q PINE GRADE No. 2 CONT. WOOD I TITLE LEDGER BOLTED TO GONG. Al RT - 18 EACH TRUS 5/5" DIA. ANCHOR BOLT o 16" NOA #0I 0a12.05 \ \ / I Seww FLOC 00. 5TA6ERED (TYP.) \ \ / FRAMING PLAN NOTE "A" NOTE c FLOR TRUSSES PROVIDE MIN. 2 -2 "XB" SOUTHER � PROVIDE MIN. 2-2"X5" 50UTHERM PINE PROVIDE MIN. 2"X(5 SOUTHERN PINE PINE GRADE No 2 CONT. WOOD GRADE No 2 CONT. WOOD LEDGER BOLTED GRADE No. 2 CONT. WOOD LEDGER BOLTED i V A LEDGER BOLTED TO GONG. W/ TO GONG. W/ 3/4" DIA. HILTI KWIK BOLT TO GONG. W/ 5/8" DIA. ANCHOR BOLT — — — _ ' I A FILE NAME 545NE1005T 3/4 DIA. HILTI KWIK BOLT ® 12" 00. 5TAGERED (TYP.) @ 16" 00. 5TAGERED (TYP) ' / DRAWN BY J.H.G. GONG.BEAM # 12" OG. 5TA6ERED (TYP.) I REVISED BY A.A. 15 FELT BETWEEN I PLOT SCALE I:I LEDGER TO GONG. ATE 0(0/50/05 � GONG.TIE BEAM I D DRAWING NO. a GMU WALL 6 C ffi T dM ION FRAMING AT ermcOND K.00R r2 6mm OTION 5G :1'- O" - 3/4" - 5 - 5G:1'- O " =3/4" BGALI =: I/4" = I' -o° 5H> =ET of -- - - - -- - 12 t Q� I � 2 dF 2 3 4 SIAM SCHIBIDULIES [ H I TH DIM SIONS: 1�Nt l.AtiON: � G �N TYPE SIzo T OF RNIVORCMINT REQUIRED VENTILATION GUEST HOUSE: RIDGE HEIGHT = +21' -1' 6U 1 ® 713. Mv- TOP BOTT. INT. TImS 414 Sr-. = 2.16 (v 5 F. EAVE HEIGHT = +20' -' RTB as 12 + IV -4" 2- *5 2- S *3 a 46' O.G. SOFFIT VENTILATION PROVIDED: MEAN HEIGHT +IS' -O' 4' X 16' _ .44 S.F. X 20 = 8.8 S.F. RT5-1 S' 18" I + 18' -4" 2- *5 2- *5 *3 a 48' O.G. SEE NOTES: 1 d 2 144 NOTES: R15-1 V 12' 1 + 18' -4" 12 * 6 2 * 5 1 O.C. I. ELEVATIONS ARE REFERRED TO FINISH FLOOR AS 0' -0' NOTES: I. CONCRETE BEAM DEPTH OVER DOOR/WINDOW OPENINGS MAY VARY AS PER MFR z DIFFERENT DOOR /WINDOW HGT. (FRENCH OR SLIDING DOORS d WINDOWS) UP t0 3' DEEPER Q 19/32' GDX PLYWD SHTG. W/ CEMENT TILE ROOF ON I -90* MINERAL tJ) 2. * DENOTES 8" X S' INTERMEDIATE PRECAST CONCRETE LINTEL ABOVE WINDOW /DOOR Sol COMMON NAILS a 6' SURFACE HOT MOPPED t0 1 -30* FELT OPENINGS (PROVIDE MIN. 8' LINTEL BEARING ON EACH SIDE OF OPENING) O.G. a PANEL EDGE, 6' O.C. TINTAGGED TO 5/5' CPX PLYWOOD > a INTERMEDIATE SUPPORTS SHEATHING THE 1 -30* FELT IS ANCHORED !Y I I * * DENOTES App 2 - #5's BENT a CORNERS (30 MIN. EA. WAY) AND 4 0 3's a 12 CC AND a 4" O.C. At GABLE t0 THE PLYWOOD SHEATHING WITH SEMGO a CORNERS 6 AT EA. BEND AND 46" CC ELSEWHERE. ENP TRUSSES AND 4" O.C. a GALV. DIAMOND POINT, 1 -1/4" LG. X,120' (2) 12d NAILS EACH MEMBER DIAPHRAGM BOUND 10d a DIA. WD. SHEATHING ANCHORAGE SHALL GABLE END (TYP) BE HAND NAILED IN ACCORDANCE WITH ROOr- NOtras: 2'x4' CONT. LATERAL WOOD BRACING FLORIDA BUILDING CODE NAILED TO BOTTOM CHORD AT PANEL POINT OR MAXIMUM 10' -0' SPACING I. TRUSS MANUFACTURER SHALL SUBMIT DRAWINGS FOR AND AS REQUIRED BY TRUSS ENGINEER ARCHITECTS REVIEW PRIOR TO FABRICATION THIS LATERAL BRACING SHALL BE RESTAINED 2. HATCHED AREAS DENOTE VOLUME CEILING AT EACH END AND AT 20' -0' INTERVALS AS PER G +1.5 K = O F.B.C. 2319.11.1.2 -�f 5 -O U = -1.6 K 3. G.T. DENOTES GIRDER TRUSS BY MANUFACTURER CONT. 2 X 4 WOOD B 4' - 4" 4. TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS BRACING. 5. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS ® O I- FOR ALL ROOF TRUSSES REQUIRED TEMPORARY AND G = +1.2 K O n �� PERMANENT BRACING, GABLE END BRACING, DETAILS, U = -0.9 K RTB RT5-1 TB TB -1 RTB RB -i = ■� Q AND REQUIRED GRAVITY BRACING. ALSO REFER TO WIND � n �••Ll BRAGING PLAN PREPARED BY STRUCTURAL ENGINEER AS I I m PART OF THIS SET OF DRAWING 6. ALL BRACING t0 BE 2 X 4 HEM -FIR OR EQUAL JG.T. (I _M) `? I ■n NAILED TO EACH INTERSECTING TRUSS MEMBER WITH I 1/2' CDX PLYWOOD, FELT, MTL. LATH AND 2 -16p NAILS MINIMUM PRE - ENGINEERED WOOD TRUSS 24 "o STUCCO FINISH AT COVERED ENTRY .c. 1. PROVIDE METAL HI -HATS AT 16" O.G. ATTACHED TO THE — . . — . `Q — RIDGE = CEILING /SOFFIT a N UNDERSIDE OF BOTTOM CHORD (OVERLAP SPLICES) FLAN VI�IU1 CONT. 2 X 4 WOOD LAT. 8. PROVIDE 2 *5 X 2' -6' X 2' -6' CORNER BARS AT BRACING J.G.T. (I - X AM tERIOR FAG � E E OF CO NCRETE RE E BE 9. ALL TRUSSES TO BE CONNECTED UNLESS OTHERWISE NOTED: CO N T I NUOUS IN m— CONNIECTOIR SCHROULIS N.T.S. – – – – (� -- – – – – – – – – – – – - - - n MARK CONNECTOR — - - - — - - - — — I Ltl ROOF TRUSSES: II (D CONNECT TO CONCRETE BEAMS W/ 'DTC' SEAT AND G = +I.I K O ® �--- AND STRAP TRUSS ANCHOR BY USP WITH U = -1.3 K d) 6 -10d x 1 1/2' NAILS TO SEAT AND 9 -10d NAILS TO STRAP. I „n ALLOW UPLIFT = 1410* Vl PARALLEL TO WALL = 800! PERPEND. TO WALL = 1200* - — CONCRETE EMBEDMENT = 5" MIN. —� 16' x 4" SCREEN VENT I (1 - 4 O ROOF TRUSSES: m IY I 1 .n CONNECT to CONCRETE BEAMS W/ lll "DTG' SEAT AND m PREFAB WOOD TRUSSES 24' OC. I TRUSS ANCHOR W /(6) 10d NAILS TO SEAT AND (9) 10d 2'x4' *2 SOUTHERN YELLOW TOP OF — . — - NAILS TO TRUSS AND (1) TA20 STRAP BY USP WITH PINE CROSS BRACING MEMBERS O L TIE BEAM (9) - 10oI x 1 1/2" NAILS TO SEAT AND 9 - 10d NAILS t0 TRUSS. ELEV. +18' - FASTENED TO TRUSSES W/2 -16d ALLOW UPLIFT = 2400* NAILS EACH END, PLACE AT EACH END OF BLDG. AND AT 20' -0' OG. SPACING, LOCATED AT RIDGELINE AND AT 15' -O' OC. INTERVAL. G = +I.I K EXISTING FLAT ROOF I 10. G= INDICATES GRAVITY LOAD (REFER t0 TRUSS NOTES AND —_ — . . U = -1.01 K O 11. U= INDICATES NET UPLIFT TRUSS LAYOUT FOR LOCATION) 12. LUMBER USED FOR JOISTS, RAFTERS, COLUMNS, BEAMS, I llll<. . —.— —. —. STUDS, ANp /OR OTHER STRUCTURAL MEMBERS SHALL BE m__ r OF A STRESS RATE OF 1250 PSI UNLESS OTHERWISE NOTED NO. 2 SOUTHERN PINE OR BETTER VA �— 2'x4' CONT. LATERAL WOOD BRACING IL G 13. SPECIAL INSPECTOR REQUIRED FOR ERECTION OF TRUSSES 2'x4" GONT. LATERAL WOOD BRACING I NAILED TO BOTTOM CHORD AT PANEL G OVER 35' -0" OR 6' -0' HEIGHT NAILED TO BOTTOM CHORD MAXIMUM POINT OR MAXIMUM 10' -0' SPACING AND 14. SPECIAL INSPECTOR REQUIRE =p FOR PREFAB CONCRETE 6' -0" 5FACING AND AS REQUIRED BY AS REQUIRED BY TRUSS ENGINEER SEE SECOND FLOOR SYSTEM TRUSS MANUFACTURER ?� J. G.T. ( -M ) DETAIL ON 5HT 5-2 (REFER TO TRUSS NOTES AND TRUSS I I I• co ROOT: SUPoRiMPOSsD GOADS: DISIGN CRitIERIA: LAYOUT FOR LOCATION) I � DL = 25 PSF V = 146 MPH G = +1.6 K LL = 30 PSF 1 = 1.00 4 = C O U = -1.36 EXPOSURE K N.T.S. RTB 1 - ROOF= UPLIFT: ABCs 1 -98 CATEGORY = 2 RTB RT I NET UPLIFT =GROSS UPLIFT- 10 PSF ---- - - - - -- - - -- - - - - -- Q ✓ PLOOR LOADS – – � - – o - - - — — — — - - — EEL COMPONENTS CLADDING pt = 20 PSF C IN ADDITION t0 WT. OF GONG. SLAB ) LL = 40 PSF NET UPLIFT -3a NET UPLIFT -68.5 PSF -ONE 2 E 3 to II EXISTING ROOF I r PROVIDE VENT ATTIC W/ 20' X 20" VENT IN SHEATHING LENDER SECONDARY TRUSSER d3 13 o JUL Uj a I I EXISTING - -J -- - -- - - - - - -- -- - - - - -- � PRE-17,45 WOOD TRUSSES a 24 O.C. - - -- ----- - - - - -- --------- - - - - -- - -- - -- ' 1 II Q � � I TITLE / I FRAMING PLAN PROVIDE STRAP RAFTER O AM I � v AND DETAIL TIES (RTIOP) BY USP SCALE: 1/4" - 1' - 0" i 0 MANUF. W/ 3 -lod NAf S \ i 1 _ L � A ON EA. SIDE= TYP. ALL � — — 1 A FILE NAME 345NE 1005T p� PIGGY BACK TRUSSES � DRAWN BY J.H.G. ® BEAM AND TIE BEAM 1 RE\/15ED BY A.A. rn OPENING ( I PLOT SCALE I:I III -8' TIE BEAM DATE 06/30/05 +3 DRAWING NO. ' �/ N OTE: L _ 5 -2 \ lf! T mr I� N IN, T TRUSS MANUFACTURER MUST VERIFY EXISTW-s MEASUREMENTS AND — J I CONDITIONS ON SITE. ALSO MUST PROVIDE TRUSS HEEL OR DOG LEG IF n — — — — — — — — — — — — — — SHEET OF NEEDED. S -2 SCALE: 3/4' = 1' -0' -- - n 0 6 cl 12 L Q� 2 3 4 5 6 i tk Qz I 2 EA D VAL 5HALL BE ACCE551B1-E 1=CR I. ALL WORK SHALL CONFORM WITH FLORIDA BUILDING CODE 2001 SERVICE OR REPAIR. TOP GABINET5. EDITION FEDERAL ORDINANCES GOVERNING THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT /ENGINEER BEFORE 5UBMITTING A BID. THE ARCHITECT /ENGcINEER WILL THEN ISSUE IN6TRUCTION5 AS Z HOW TO PROCEED. Q CABINET N 2. THE pRAWINGS ARE t0 BE CONSIDERED DIAGRAMMATIC, NOT NECE55ARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE I MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND 51TE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW _ DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL O TRADES to VERIFY SPACES IN WHICH WORK WILL BE INSTALLED m AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS At ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ ENGINEER SHALL 5E NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK . 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A SID. DOWN To FIRST - STUPOR VENT -� CONTRACTOR WILL BE REQUIRED to FURNISH, INSTALL AND /OR O FL. RUN t0 WALL O �- CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, 1 _ ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL 4" TOE REVEAL. CONFLICTS, X NSE t0 THE OWNER IF DISCREPANCIES, I E PE � � � INTERFERE NG E R O OMISSIONS OCCUR BETWEEN DRAWINGS NOTIFY IN WRITING THE ARCHITECT/ ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE 5UBMITTED. LOCATION tl NT I I \) I �$ ■ n 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST N . T. -5 I K& VW I J-L) CLASS WORRKMANLIKE (2 Fu MANNER. THE OWNER RESERVES THE I I ' I ■■n' RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, ) I (2 FU) IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE I I I IL APPEARANCE. REMOVAL AND REPLACEMENT 15 TO BE DONE E ill IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, At THE SOLE EXPENSE OF CONTRACTOR. 1 _ \ START OF WO Y CONTRACTOR SHALL BE CONSIDERED AS 5 D °i ■ ~ n p I ACCEPTANCE BY8 IM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK THIS CONTRACTOR - - - - - - - - SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF I - - - -- C WITH OTHER INTERFERENCE ER I (o. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS, WHATEVER NATURE SHALL TO THIS WORK HE SHALL ALSO PAID ALL THE INSPECTION FEES AS MAY REQUIRED 5Y LAW OR I I I I II ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY I DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, I I II I �- RULES OR ORDINANCES. 1. PROVIDE MEANS 'FURNISH AND INSTALL'. r - - -- - - I - RLW THROUGH THE O 8. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE I I DROP CEILING 1 '1 S. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER WITH -_ SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. . 10. AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL GIVE I I I I rt-L) (� THE OWNER AN AS -BUILT SET OF REPRODUCIBLE SEPIAS SHOWING I I THE EXACT LOCATION OF ALL INSTALLATIONS. I 11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS 84 WC REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED BY PROPER AUTHORITIES. 2'al/4' - - - (2 FU) =�WT/ 8' 3' DOWN 30" TO 60" X. 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND (10 FU) I ° o - -I MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK X11 ° 3' FROM SECOND FLOOR G ACCEPTANCE BY OWNER ANY BREAKDOWN OCCURRING IN FIRST YEAR 2 "al /4' I 3'a1 /$' I 3 °aI /8' LAV - (10 FU) G SHALL BE REPAIRED AT,NO EXPENSE TO THE OWNER. l2 FU) 3'51/5' I CO (i9 FU) I (IG� F u) (6 Fu) • WATER FIPING SIZE LA 13. PROVIDE BATHROOM FIXTURES A$ SPECIFIED I 4 al /8 al /8' 1O 1/2' CW - HW (2, FU 0 3' VTR I (19 FU) O 11 ' FU) - ✓ O 3'01/8 O 14. PROVIDE SHUT -OFF VALVE FOR EACH FIXTURE. 2 1/2 CW LAY UP TO SECOND I ' I 15. WHEREVER NOT SIMILAR METALS ARE To BE JOINED, A DI- ELECTRIC 3O 3/4" CW - 1/2' HW Tw � FL OOR BATH - (5 FU) N FITTING SHALL BE PROVIDED t0 CONNECT BOTH TYPES of PIPES. I CW i/2 HW o o 16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING CONDESATE I _ _ 5 3/4' DRAIN AND TRAP. SEE AIR CONDITIONING PLANS FOR LOCATION OF O HW I - UNITS AND DRAINS. ® 4 ® II L - _ - Z I 17. MATERIALS O 1 CW 2 al /4 GO WATER PIPING DOWNSTREAM OF WATER METER SHALL BE (2 FU A. r - 1 r � LD ER P P D �� 8 i i I "ai /4" t I I i �, � l i I I TYPE L COPPER BELOW GROUND AND TYPE M COPPER ABOVE I' CW - 3/4' HW 2 O GROUND. 9 I/2' NUJ l2 FU) =- - - J - FROM F St I I UP TO O --------- - - - - -� B. COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE 'K" SOFT COPPER 1 LL = = = � CEILING RU _ INSTALL INSIDE POLYETHYLENE CONDUIT. NO JOINTS PERMITTED INSIDE I O FLOOR R TO I I - I CE WALL ° W ALL SLAB. 1 �I 4' G. SANITARY WASTE AND VENT 4 0 AND SMALLER SHALL 8E P.Y.G., I a CONNECT 6L./FT. S EPTIC SCHEDULE 40 I TANK 0 F) S �� --G-0111D 4 HOT WATER _ PIPE JOINING POINT _ - 2' VTR �` r 5. STORM LINES INSIDE BUILDING SHALL BE P.V.C. SCHEDULE 40 � I I I I I(� � (��� I E. IN COASTAL AREAS ALL SANITARY AND STORM PIPING OUTSIDE OF BUILDING SHALL BE SCHEDULE 40, PVC. I I I I EXISTING 1 um _ _ _ ��■ WATER F. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE AND I I I I HEATER i B FITTINGS. G. WATER HEATER RELIEF AND DRAIN LINE $HALL BE TYPE 'L' COPPER, t MIN 3/4' DIA. I I I I O GOLD UN TO WA o I I I PI PE R LL FIRE RATED PENETARATION NOTE N O I (ue - WHEN P.V.C. IS USED PROVIDE 'PRO -SET' AND PATCH UP OPENING WITH I I I d) ,w�nn IL qm FIRE RATED SEALER SMILILAR to '3M' C -126 OR APPROVED EQUAL I. ANTI -SCALD VALVES FOR TUB /SHOWER REQUIRED I I I ® Vl 2. MINIMUM SIZE OF ALL PLUMBING DRAIN LINE ( I I I U N m BELOW FLOOR 2 INCH N FIXTURE CONNE SCHEDULE 3, ALL SANITARY LINES SHALL RUN A$ FOLLOWS= I I I I $ SYMBOL FIXTURE TYPE t SOIL C.W. 1410 DESCRIPTION 2' 4 LESS DRAIN a 1/4' DROP V WG WATER CLOSET 3' 1/2' - 3" DRAIN a I/8' DROP 4' DRAIN a 1/8' DROP Bt BATH TUB 1 1/2' 1/2' 1/2' W/ ANTI -SCALD VALVES WP WHIRLPOOL II/2' 1/2' 1/2' I I -- - - - - - - - - J a BD BIDET 11/2 1/2 1/2 1 (p LAv LAVATORY 1 1/4' 1/2' 1/2' - - - - - - - -- — A K8 KITCHEN SINK 1 1/2' 1/2' 1/2' TITLE e�} DW DISHWASHER I' hose 1/2' PLUMBINC7 PLAN Will WASHER MACHINE 2' 1/2' 1/2' NOTE: WATER PIPE AIR SYSTEM WORK DONE HB HOSE BIBS — 1/2' - UNDEFaG ROUND, SHALLNOt HAVE p FD FLOOR DRAIN 3' I/2' JOINTS UNDER SLAB. FILE NAME 345NW1005T DRAM BY J.H.G. � A 5H SHOWER 2' 1/2' 1/2' W/ ANTI -SCALD VALVES A RF REFRIGERATOR - 1/2' - CONTRACTOR NOTES: REVISED BY A.A. WG W.C. FLUSHOMETER 3' — — 1. CONTRACTOR VERIFY FIELD CONDITION BEFORE STARTED CONSTRUCTION PLOT SCALE I:I R — — DATE 06/30/05 UR URINAL 3/4 co CLEAN -cur — — — PL AN DRAWING NO. Lt LAUNDRY TRAY 2' 1/2' 1/2' i/f ( LAS ' i ( A �i � - I - DENOTE 2' UNDER GROUND SCALE: 1/4' = I' -0' SCALE: 1/4' = 1' - SHEET OF 10 12 L Q� I _F 2 2 ELECTRICAL CALCULATION ELECTRICAL LEGEND: SINGLE FAMILY RESIF-)ENCF-5 OPTIONAL NEC 220-3 $ 5VqlTrH 6 TRIP WIRE *0 4096zW& m PU5H ,1 V LOAD POLE $3 THREE -WAY SWITCH ]to 6 2095 S.F. 'a 003 GEN. L IGHT 6,2 1 le AMPS 2 EMT DUPLEX RECEPTACLE TELEVISION ANTENNA 1/9 WATER HEATER 4.EO 2 2E, 3#10 T TELEPHONE JACK . #(0 POLED DUPLEX RECEPTACLE z EXIST. RELOC. -:rallo COOKTOP 600 2 50 3 0 (9 SMOKE DETECTOR W1 (3 Q2 REFRIGERATOR 0,715 1 20 2 x 11/13 CLOTHES DRYER 5.00 2 30 3#10 ul 9 SINGLE RECEPTACLE SD BATTERY BACKUP E 4) 15 CLOTHES WASHER 1-50 1 20 2#12 S�o SPECIAL RECEPTACLE DJ DIS CONNECT 5NITCH > NEwAppITION 25, 26 SMALL APPLIANCES 3D 1 20 2+12 TW-ROMEX f 21 Gr-.LOI= 15AT14 0.60 1 20 2#12 0 CEILING MOUNTED FIXTURE ELECTRIC, PANEL 20 DISPOSAL 0.65 1 20 2012 WALL MOUNTED FIXTURE F@3 ELECTRIC METER 2 5 MICROWAVE 41400P 1-50 1 20 2 30 DISHWASHER 1.20 1 20 2 RECESSED CEILING FIXTURE WEATHER PROOF wP 31 to 33 633 SF. a .003 GEN. L IGHT 215 1 15 AMPS 2014 34 t 313 BEDROOM (ARC FAULT) Z EXHAUST FAN DUPLEX RECEPTACLE GROUND 35/31 OVEN 6.00 2 510 3% FAULTED INTERRUPTER 1-36 WOOD 1210 1 20 2012 Q DOORBELL HB H05r= BIB 51,15-TOTAL 3 I BT 10 KW s 100% 10,00 REMAINDER e 40% 11-5 FLOODLIGHT CEILING FAN /LIGHT $U5-TOTAL 21.5 (FUTURE ILL 0 0 0 yw;- CEILING MOUNTED FIXTURE BY OWNER) 54 34 52 W/ PULL CHAIN F - - - 5- GPI EXIST. RIFLOC. 4/16 A.H.U. HEAT #1 10-0 2 60 AMPS 2 (HEATER KW 10.0) 1 i s =1 C-A71 1z AE1 COMP. #1 (5.00) 2 40 I 2#a FAN .625 KW 2b 30 16/20 A.H.U. HEAT 0 2 10.0 2 60 AMPS 2 (HEATER KWz 10,0) 34 1 26 2Q 55/31 21/23 COMP. #2 (5,00) 2 40 2 FAN .625 KW BEDROOM r7FI M 3 to 42 SPACE 52 32 TOTAL LOAD (KW) 41.8 38 to KW/240 (= AMPS) IL FO C7171 - e 12 GPI Ill 0. 0 YL 61 26 0 0 O 0 � . � 11 W.P. 26 EXISTING \ \ - i OVERHEAD SERVICE 200 AMPS MAIN 5W DISC. POWER COMPANY 1 26 6 3 0 4/0 THLILN AI-. 1 34 I (0 25 \..O 1-#ra CU GRID IN PI &--- --� EXISTING 2' PVC COND. 34 1 52 52 32 1 Hill 7 34 34 j I 126 III 200 AMP. ELECT. 91 I III METER/MAIN 200 PANEL MLO 5N. Q COMBINATION 10,000 A/c - EP 25 EX15TIN& 31 31 I s P FAMIL' ROOM Z l v -4s 1 NEW DINING F-T--j 33 51 0 3 20 -� I I PROVIDED (ARC FAULT) to A 4TW CU IN 1/2" . CONP. TO CWP. -- 26 0- T Ill 1 333 1 1 _,�TH iii IL 51 32 KITCHEN EF EX15TIN& C, &ROUNP 1#4 THIN. OU. 1/2" MA5TE BAT 310 EX15 IN& COND. TO G.W.P. &ROUND 31 26 14/16 A.H.U. HEAT 02 'Ooo NEMA 3R P15C. 9 0 R012 (2)10'-0" LONG X a- -A 5WITCH, 51ZED 32 (g�, - - - A.H.U. 1 15/20 PROVIDED nr-.1 IRE: . 5/a" 1;)IA. BAR EX15TiN& VP 21 x I AS PER EQUIP. P < NAME PLATE 4 PAN T I . TO COMPLY W/ PANTR-*f L 0q, NEC #110-2(o WET BAR XIS - - - - - - 21/2 TING 'EMLECTRICAL N.T.6. 3 V_j - - - - - -- - - CONN. TO EXIST. < ELECTRICAL NOTE5: 1/5 CIIRC. LIW-ST z 1 ':1 ]1 EXISTIN6 L --- -Ji -------- 1. OUTSIDE RECEPTACLES, RECEPTACLES AT 5ATH, GARAGE AND ALL KITCHEN RECEPTACLES ON COUNTERTOP5 SHALL 5E C-4F.I. 0 2. SMOKE DETECTOR HARDWIRED TO KITCHEN OR BATHROOM M 32 IE - 2 ER BA U �N& HE :EA I =AT X H Ii 0 3)�2 BATH BA71-1 EF FIV-XAII PAN U 21/23 VT --j NON-5LUITCH,45LE NO G.F.I. LIGHTING CIRCUIT INTERCONNECTED 1,7 ti - - - - i -t--i - 1 • B ]ROOM AND WITH BATTERY BACK-UP.AL50 SHALL BE . PROVIDED (ARC FAULT) ,4RRANGr=r,> So THAT OPERATION OF ANY SMOKIFF DETECTOR E0:1 EX15TiN6 --- SHALL CAUSE THE ALARM IN ALL SMOKE DETECTORS ELECTRIC Q Q- , WITHIN THE DWELLING UNIT TO SOUND SIMULTANEOUSLY E= -- I EX15TIN6 11/1 9 E XISTING PANEL I F I @-- COMP. #2 15 3. EL.ECTRICAL. METER AND PANEL LOCATION MAY VARY AS PER SERVICE ENTRANCE LOCATION. GARAGE :3 4. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH F.P.L. d) -4 5. MAXIMUM NUMBER OF OUTLETS PER CIRCUIT SHALL COMPLY WITH 1- 0 EX15TIN6 r,1Tr-.HEN AREA F (REI-00. ALL APPLIANr.,E5 SD 17 ro. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) 5ELOW BASE FLOOD ELEVATION SHALL BE INSTALLED AT THE AND 61RC..) 0 0 HIGHEST PERMITTED ELEVATION AND SHALL BE INSTALLED A ON (SEPARATE) INDEPENDENT CIRCUITS FROM THOSE IN SO ED Gr F-P- ML THE HABITABLE AREAS. PROVIDE -, 1. R E C EP. d) BATH 0 0- 1. NO APPLIANCES OR APPLIANCE OUTLETS SHALL BE 43 .4 N INSTALLED BELOW EASE FLOOD ELEVATION. CIRC. CONN. I-IW GT To gxIST.,-" L S. A/C COMPRESSOR SHALL BE INSTALLED ABOVE BASE 0 FLOOD ELEVATION , a, MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED L - - - - - - - - - L c A YL L a AB OVE BAS FLOOD ELEVATION. _5 1 7 10, IT 15 SUGGESTED THAT YOU CONFER WITH FLORIDA POWER 31 iii O) AND LIGHT TO LOCATE THE ELECTRICAL METER To COMPLY GPI 9) WITH FEDERAL EMERGENCY MANGEMENT AGENCY REQUIREMENTS FOYEIR '�n 11. APPLIANCES BREAKERS AND WIRING AS PER TITLE MANUFACTURERS SPEC IFICATIONS. if& ELECTRECAL PLAN LIBRARY 12. NEC-110 PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING M1 CHECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATER HEATERS AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION. ADECUATE SERVICE A PILE NAME 345NEI005T CAPACITY- MUST BE PROVIDED. 61,15JECT TO ELECTRICAL INSPECTION. DRAWN BY J.H.G. A.A. ISSD r .9 13. BOND INTERIOR METAL COLD WATER PIPE WITH A 0 6 ND rml.00R OLNECTRICAL PLAN COPPER CONDUCTOR TO THE NEAREST GROUND 51.15. FIRT POO"ELECTRICAL PLAN PLO REV TGLE 1:1 14. FIBC REQUIRES CEILING OUTLETS THAT MAY BE USED FOR 50ALE- 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" DATE 06130105 FANS MUST HAVE BOXES L15TED FOR FAN SUPPORT DRAWING NO. 6 15, FOUNDATION GROUNDING INSPECTION REQUIRED BEFORE E I k CONCRETE FOUR CONTRACTOR NOTES: E Iro. RACEWAYS WITH MORE THAN 3 CONDUCTORS MUST COMPLY I. CONTRACTOR VERIFY FIELD CONDITION BEFORE STARTED CONSTRUCTION SHEET OF WITH NOTE 8(a) TO THE AMPACITY TABLES IN SECTION 310 OF THE NEC. 12 -T- 2 I 2 3 4 5 26 MSG, 1 -1/2' W GALv. STRAPe 48" O.G. AIR CONDITIONING (UNIFRAL. NoTrza EVERY ELBOW W/ HILTI REDHEAD OR i /d•° SCREW ATTACHED TO TRU55E5 —� „� REFRIGERANT LINES UP 1.- ALL EXHAUST DUCT SHALL BE CONSTRUCTED OF SHEET METAL, TERMINATE OUTSIDE gale. dryer exhaust cap THE BUILDING, AND BE EQUIPPED WITH A BACKDRAFT DAMPER.- (NO t -FIN ALLOWED) R -6 FLEXIBLE DUCTS TYP. BELLMOUTH te r' ON I' THK 6' WIDE ' COLLARS IN ALL TO PARTITION d THRU DROP CEILING 2.- DUCTS FROM TOILET ROOMS SHALL DISCHARGE t0 THE OUTSIDE OF THE BUILDING, g5E BRANCHES TAKE OFF so SHALL BE TERMINATED NOT LE55 THAN (o INCHES ABOVE THE FINISH ROOF SURFACE FIBERGLASS SADDLES AND BE SCREENED WITH A CORROSION RESISTANT MATERIAL HAVING A MESH 51ZE NOT LARGER THAN 1/2 INCH.- (PROVIDE GOOSE NECK OR RAIN CAP ON ROOF S.S. CABLES t0 Z TERMINATIONS). '` ATTIC SPACE FLEX DUCTS �., �4 ANCHOR G.U. CONDENSING UNIT (SEE NOTE BELOW) E E 3.- CLOTHES DRYER EXHAUST DUCT SHALL NOT BE SCREENED. N roof Tile 12" MIN. ,y 4.- CLOTHES DRYERS EXHAUST DUCT (OR VENTS) SHALL COMPLY WITH MANUFACTURES' \ ' t INSTALLATIONS INSTRUCTIONS, BE CONSTRUCTED OF A MINIMUM 26 GAUGE METAL PIPE, '" HAVING SMOOTH INTERIOR ` SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF THE ® �` • ' FOUR 14 GAUGE ff AIR FLOW. R-6 FLEXIBLE DUCTS flashing ON I tHK. 6 WIDE TIE DOWN STRAPS DUCTS JOINTS B 5 5HA NOT E ASSEMBLED WITH SHEET METAL SCREWS OTHER S SADDLES 2 X 4 blkg WOOD TRUSSES BY MIAMI TECH. INC. FASTENERS WHICH WOULD EXTEND INTO THE DUCT. FIBERGLASS gale. Mtl. duct (26 ! @a) PART "GUTDI -- GE NERAL. -- X�'Ir�drt fi,�l ° PROVIDE (FURNISH AND INSTALL) ALL NECESSARY MATERIALS AND LABOR FORA 1� 14 �slslf Isis_ COMPLETELY OPERATIONAL AIR CONDITIONING, HEATING AND VENTILATING SYSTEM AS SHOW ON THE DRAWINGS AND HEREIN SPECIFIED INSTALL IN ACCORDANCE WITH THE GLASS -I, R -6 N.T.S. REGOMMENED ANCHORS: BUILDING CODE, ASHRAE, SMACNA, NFPA, AND LOCAL ORDINANCES. FIBERGLASS DUCT I l A) 3/16" x 1 -I/4' SOUTH FLORIDA • - - S COPE OF UJO><'K: - - �/f I /2 1 = tAR tAPCON. PROVIDE THE FOLLOWING COMPLETE SYSTEMS: UN D 5)1 WIT PIN IL WIT WASHER ` M. — -- - R A.- SUPPLY D UGTS SYSt E - z B.- EXHAUST SYSTEM FOR BATHROOMS \/ G. AIR CONDITIONING UNITS WITH REFRIGERANT PIPING G AND CONTROLS. I ■A PAY FOR ALL FEES, INSPECTIONS AND CONNECTION CHARGES REQUIRED I ELI ul 1�I �! ICI UNIT VERIFIED B �I�1slt Ill I 1 At JO SITE ALL SPACE CONDITIONS, DIMENSIONS AND EQUIPMENT SIZES 1 PRIOR TO DUCT FABRICATION OR INSTALLATION.- COORDINATE REQUIREMENTS TO I I AVOID INTERFERENCE WITH OTHER TRADES. I 12 "XS' -3W NOTE -A /C COMPRESSOR SHALL BE INSTALLED ABOVE SASE FLOOD ELEVATION N.T.S. C'LG /DIFF. I AND 6' MIN. ADJOINING GRADE AS PER CPR 3 SEC. 304.1 F.M.C. GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIALS AND WORKMANSHIP FOR A KITCHEN 125 CFM I - OUTDOOR A/C EQUIPMENT SHALL BE ATTACHED t0 THE MOUNTING SUPPORT - 4 '1 PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. �— I STRUCTURE WITH TWO 5.5 CABLES (PROVIDED WITH TURNBUKLES t0 ALLOW D MAST BEDROOM X11 0 o o FOR FUTURE MAINTENANCE) GROSSED OVER THE UNIT AND FASTENED t0 CONC. - -1" IATERIALS.- - I 1.� 11 i ' OGITiY OF 150 M.P.H.) A CCORDANCE t0 F.B.G. l TO WIDHSTAND MINIMUM WIND v DUCTWORK GENERAL ALL DUCT SIXES SHOW ARE CLEAR INSIDE DIMENSIONS. PROVIDE DOUBLE THICKNESS TURNING VANES At ALL SQUARE ELBOWS, WHERE THE ELBOWS ARE RECTANGULAR A INSTALL SINGLE THICKNESS INSTEAD. 16 XS -3W L R DUCT SHALL BE CONSTRUCTED OF 1 -1/2' THICK FIBROUS GLASS DUCT BOARD TYPE 225 CFM G'LG /DIFF. I I O PRK -800 WIYH R -6 VALUE. I III FLEXIBLE DUCTS SHALL BE 1 -1/2' THICK WITH R -6 VALUE AND ALUMINUM FOLI PROVIDE VOLUME EXTRACTORS BEHIND EACH SUPPLY OUTLET AND At EACH BRANCH REFRIGERANT III I � I I T r SEAMLESS COPPER TYPE "L' AND HARD OR SOFT DRAWN ON ACR COOPER TUBING WITH WROUGHT COPPER SOLDER JOINT FITTINGS, SOLDER SHALL BE 35/5 APPLIED WITH SUITABLE FLUX. � Y �. YW � "X4' -&'X4' G'LG /DIFF. -- 12'X8' -3W INSULATE ALL REFRIGERANT SUCTION PIPING WITH 3/4' CLOSED CELL POLYETHYLENE �' Z PREMOLDED PIPE INSULATION, WITH AN APPROVED PIPE AND SMOKE JACKET. PAINT I 40 CFM I C_ F M ALL EXPOSED INSULATION WITH TWO GOATS OF WHITE LATEX PAINT. ( I �� 1 12' 125 C° FAMIL ROOM BEDROOM 1 �I 125 00 I I 1 PROVIDE AIR CONDITIONING UNITS WITH MATCHING LOW VOLTAGE HEAT -COOL THER- ( 1101 � ._ .__ ._ _ 1.__ w.._ _ 1 Ram' M05TAT5 WITH ON -OFF AUTO SUB -BASE SWITCH, FURNISHED BY THE EQUIPMENT % s � � - _ { MANUFACTURER 0 4' DIN 1 ALL AIR CONDITIONING COMPRESSORS SHALL BE WARRANTED FOR A MINIMUM OF FIVE I - A ® i— YEARS AFTER DATE OF ACCEPTANCE OF THE PROJECT. DROP CEILING LINE ATH 1 1 ® ( 8' HEIGHT TO FLOOR) 1 I - -AR D IISTRIBUTION PRODUCTS: O8 , -- lz °XVI$ 12'x12' ' ' 0 1 R ;r= RAG G II 6'x4 " -IW PROVIDE SUPPLY AND DIFFUSER AS INDICATED ON THE DRAWINGS. 1 104tl 1 1 STAIR G' /DIFF. G LG /DIFF. 1 J 40 CFM EXISTING I EXISTING PROVIDE FINISHES AND TYPES OF MOUNT IN COORDINATION WITH THE CEILING TYPES 8'X4' -IW AS SHOW ON ARCHITECTURAL DRAWINGS. I I C'LG /DIFF. _ . ` , � 12 Xi6 DUCK WOR 1 CFM o6' 15 CFM U t0 SECOND FLOOR � O6' RA HU"2 `` - - - � O P E D L +' IN N ®_® 1 EXI TING +`` + -- STA � �� , L L ATION- S, ` 1 03/4" PVC SCHEDULE BATH INSTALL ALL EQUIPMENT IN ACCORDANCE TO THE MANUFACTURER'S MANUAL FIRST TO FIRST FL. AND , 40 DRAIN �•.: _ _ © ,, +'``` �y R ECOMMENDATIONS PAYING SPECIAL ATTENTION t0 REQUIRED CLEARANCES FOR 1 X12 �— —� ,, +` ` ` (Y a INSTALLATION, OPERATION AND SERVICE. b o ♦, ® ® m14" A. , `'� ,,,,,,,, " " BAR AREA �,,,,,,,' .� L J a I 3/4' � PvG SGH. "40 � ( ' COND DRAIN LINE W/ — — --� STAIR o o — — — — — r ELBOW 6 ASV. GK � c!1 ^>r"T hit 1 �i — — — — — — — — — — — — — ON DRY WELL - - - - - -- - - - - - - C I -- -- - -- -- - I —1 II � U "2 I o ' G 1 /S' W/ 3' THERMOFIN I I ( II �J \`` EF - I - CE I L ING EXH. FAN GROAN 368 50 FM I 1 I lL = - J +` EXISTING I I -r— - �-- �-------- - - - - -- EXISTING TO ROOF JACK 6' ABOVE ROOF LEVEL I I 12`X16' DUCK W RK ti'__�_ _I F j -- EXISTING DUCT WORK \ \\\\\ FIRST F OCR �' ®� �\ I ` • HALL IIL — I _ _ ,,, J I � � - X14 ,��` `` "' '''� BEDROOM N M del I f�l L - 0 -1 `� ,�� � ��,,� � - - - - - - - -. � '' � 4-A � SCALE: 1/14' = 1' -0' i � I ��``'' "� � . , , �'!E' ": " di REF. LINES __- 5UCt -7/8' W/ /8'X1 /2' I = EXISTING .,.v. ARMAFLEX INSUL. UTILITY - I _ SUPPLY AIR D LIQ.- 3/8° I (DUCT (� I L - - - -- A 4, "E 1 R -6 MIN. INSULATION GARAGE DISCONNECT SWITCH �� "� „+ 2'>:12' N EXISTING G t Vl 1 PERFORATED CAP O LIQUID LINE t0 G. U. REMOVED EXISTING •, X10 , m Z SUCTION LINE t0 C. U. A.H.U. (pAGKET UNIT) ATTIC MOUNTED �+ 14'X14' 9 a RAG BATH .... ® 3 .. '$1 v BOTTOM OF PAN AIR HANDLING UNIT LIVING a SPL IT 5Y5TEM SCHEDULE �- 2” COND. DRAIN } —L UNDERGROUND.. UNIT . UNIT No 1 UNIT No 2 0 -- U N DERCaR RAISE A.N.U. 18" FOR i (Sl=E A/C FL-PLAN FOR TERMINATION) R/A PURPOSE TOTAL CAPACITY BTU/HR 46 000 22 400 O� BENS CAPACITY BtU/I -{R 33 000 16 400 �., �� � TITLE'' = , Q IS' X 18" RA OPENING CFM SUPPLY 1600 800 EXISTING MECANIGAL PL t p� HEATER KW 9.6 9b H DESIGN REQUIR YE5 NO.H ... �! I t I 1�l 11�I 1/2 ESP - IN M. 030 030 FIRST L MECHANICAL 1� u TEMP. AIR ENT. COIL P15/11115 80/61 80/6°1 DUCT SMOKE DETECTOR X � � NAME F o SCALE: 1/4 ' 1 -0 \ A NOTE: - PROVIDE 4' CLEARANCE AROUND A.H.U. AS PER F.S.C. C FL 38/38 38/38 FIRE DAMPER(S) X A F ILE °' 3.14. - 05T DRAAR 13Y (MECH.) 603.1.3 ENERGY 610.1ABC.3.0.3 A E ARY 1 -60 -240 1 -60 -240 SMOKE DAMPER(S) x CONTRACTOR N - PROvlDE SAFE -T- SWITCH VO MODEL 661 CONDENSATE LIBR REVISED BY A.A. OVERFLOW SHUT OFF SWITCH ON DRAIN LINE AT DESIGN MANUFACTURER R4EEM RHEEM FIRE RATED ENCLOSURE x 1. CONTRACTOR VERIFY FIELD CONDITION BEFORE STARTED CONSTRUCTION PLOT SCALE I: D_ SECOND FLOOR EQUIPMENT ONLY RG N -AC. DOOR ACCESS MINIMUM 30' OPENING COIL MODEL NO. NA�48A'1 RCSA245� FIRE RATED ROOF CEILING ASSEMBLY X DATE 06/50/05 DRAV41 NG NO. . MO RBHA2IJIINUGA R5HC14J0&NPD FIRE STOPPING x AHLt DEL NO. G.U. MODEL NO. RAL15049JAZ RAM5024JAZ SMOKE CONTROL x SEER 1135 1130 CEILING FAN x �____ -- -- _- - -._ -- 5HEET OF DENOTED PROGRAMMABLE THERMOSTAT LIQUID /SUCTION SIZE -IN 3 /s' - 7/8' 3/8' - 3/4' PROGRAMABLE THERMOSTAT x - - -- _ ------- - - - - -- 12 12 t � O L r 4 4 ,,fit ... r IMP CT FEE PAID U J I m ji- MIAMI-DADE COUNTY APPROVED I AP P ROV 3 F-1 DADE COUNTY DEPAF3TNtENT A Or PDEr_IC WEALTH 03 _ t t� Z . MlAih'E! � S IyRtS VtttAG'E'� r� APPROVED BY DATE -' ZONFN� / f S .tGTOR� � ' :✓ ... B0/11/04 (1 s A/a/c f - j 5 f dv1ECHAN CA .Y BLDG. vl �U31�i1 i0 i 'L,A( ..E ;dlH STATE ;,No l,OUINly MULES AND 10Gcl A0,,44S