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RC-09-1255_Plans N' ' • da n an 9LLi7-995 () owl ££zoz ' 3 11 ,01 „1 Os - 'u-'u �tV1 Lis i 1S - 1l n 10 SWI OI S _ . a _ , N 1 d sirs 051 ££ V0180 - 13 MOHS IWdIW ' 133ULS £6 MN Z£ '1 'S1 0ll VH018 :S8 3NAkO WWI 60 -D - L :3LYa nu O A® aA�v�aa :Ae GZAoaaaY ®310N V :s°f s 05122 b ®1801A S380HS 1W`dIW 1338iS 9-6 MN Z9- ld N011.1®0`d O3S0d0dd ,8•(31 ,68.01 ' 13 3 �l 1S ' Pa 9-6 'M 'N W 1.4 os 8Z'££1 N011100d 03S0dOUd _ 1.A OS 9'6191 30N30IS38 ON I1S IXj a� 13 os L' OZ9L V38V 10 AN a '1.d OS O'££1701 d3ad 101 SS080 m ' N0liVV480JNI ONIa11n9 I's VM 3(11 ',,NO3 ,(1 ,01'9L 'w 4'1314 N is m .LA OS s Z Z � o b0I80 7 1J A AMA 3®40 I WdIW � •��D_ ILd I•b ' a"d I • 9zLtes ' _ N 0 IS N 31X 3 ` G V N`d 0 9 10 • �5o1 °I 5 N0Ild IUDS3® - 1dJ13 - 1 • ®i o • y010d I • - p0_,QI 30N30IS3U AH OI5 3ND JN I SIX3 is � I .� .. , .. �...W..�„ .- 53fl2f3d0fld fId31Vt'{IV 113A0 1td8VfHV0f9DIt3 tllt IeIl0IiI00b �._ ..... 1 3ifS-11O C 1}lI.51400 M 'M Se7'1tM ao1d94kS.�1H1 JlHVSS 311 a S3tlfl3dOso 1N 7VPQY 40 0141UMlA 3M IMAM 01 UNK" V M 03QVW D IVA i 3VIL SO 1 S114M 1 UBJ %3 NO S30UDA Q0 V N � ' A HOftVZrtVn03 DILMOAV 39l MA Q3M011V I M N0tS30 Sf11 1VWL nFNIVON}m, Sam � MV °td 314 140 °3'd "" �S HOtEV:1Ed11t330 Y339 'Jl f3Atf YN2t3!"tV _ We AW"138 mon Be 11vb S1vmuvYf ' LHVIS15. 8 000'14 S7t3d+nD H41AA a3MnO3 38 'r SDI ��tI0 3 '11MV Q3SOIDN3 11 J0 S3tIlS ify3t13 1 W hIMUl6 sd10 H0 t13tV iO1 QHV 3RViIt1 3ASIHV NM L00d 1) NO HVH4 WHOM �`�� ON 38 °11PA 0141HI10 3M AD FlOI1D8 3a °OHWOOM 01 t�t`MS V34Y GSWOR3 d0 1004 i•8:�1�1.1a6• gala 3ivnos )MA3 Ho fJfttH3J0 :tO f YJHI 3W MS 3HO HVIlL 5531 014 A V3HV 130 W101 V ! •0 0 a sv v I a O M 3 1m 11 • a hItlAVf•1 SflIr9lH$d0 ({:) [NA1 .0 f4lU41NtW V NElNI 03Qin01(d aD °i'tVFtS '3 3 fAti 6 c1 t I ('3'A'0) 1401WA313 O N I.LSIX3 0D1A 33v0 3H1 3AAFIV HO 1V �I3OV1d 3N 1't!M €1Ntt3 1V3tNVIt0314 `1V0ttffl1313 11V v 0 -, 9I t1h U. �^ M H lA �'�I M9H EA 6 OI ttAElN yA �'�I U3COdOtld ttnuVnu'!s tta4VA30 t1all ttnaLa trnu v na'tsr V31W 31va%S MVN0 I #3:ivE'aw 3aatEO18/3�VttVA U0013 is3Ma1 l � c - - 'Ot1 Sid"— o u i9i l OVI U0919 F,8 03PJVrI321d �3n1InS 0.114 i.21 O V 3ID '.k3AeM 031AIL1131 03H'�RY11V 311L WOBA N351V1 RVtA IWILVATO QVOH 3O HFACM) 153WH °QA4IH '1d "" . 4313 CIVOtl d0 WOM 1S3140114 V " " : :3t)Vd "'t }tuo0 1V1d """ T''" }tJ019 •" '"` t101 1 i3 3HIS tad�p:p�nl�suta0 nr�izpd 1�l�ua�apsa,� , 0';L p (114333 1 00013 .. ,.v, FLOOD L.EG1=1 75.0 Ree(denUal Kew Construction ADDRESSt 32 NW. 93 STREET �, LO'R 6 BLOCIt: PLAT Umm, 41 PARE ; HIGHEST CROWN OF ROAD ELFV.:•._' —FT NGVDAUGHEST CROWN OF ROAD ELEVATION YIA9 1AISEN FROM 11tE ATTACHED Ct RTIFlED ! lRVEY, OR A NEO SURVEY PREPARED 1311 Nelson MO icsre PLS UC.Q - J vT awm eumsmn�i'�cue 1 ZLEEVAAII II FLOOR ELCVAII011 ELEVA'GpN IIftA(IE ELEVA11d 1 A 0 1 NItGPnS[ p FT. NOVO FT. NaW FT. 1410 FT. Ha4U 16 EXISTING AL A ) CIIANICAL AND,PLUMBING WILL HE PLACED AT OP ABOVE THE BASE FLOO L WOO o. r'1 ALL AREAS BELOW B.F.E. SIJALI. BE PADMI]IM WITH A MINIMUM OF TWO (S) OPENINGS I4AVA4Q A TOTAL NET AREA OF NO LESS THAN OHE SQUARE IRCH OF OPENINO POR EVERY SQUARE . I FODT OF ENCLOSED AREA SUBJECT 10 FLOODIWO. W RDTIOM OF THE OPENING VALL BE N0 DECK elect . service J I110HER '(HAN ONE ((1) �P007 ABOVE ORAOE AND LOCATED O N UIFt•T:RENT SIDES OF '(VIE — - -- -- - -- - - -- - - Cu �1 ENCLOSED AREA. 4 1 11t4OS WILL BE EQUipp WRH S CI(EENS OR LOUVERS. FLOOD RESISTANT MMERIALS WILL BE USED BELOW B.F,E ALTERNATIVELY, SEE A CERTIFICATION B - P.E. ON THE P(.AN OTEB NO TINO TI•IAT THE DESIGN VA L ALLOVIC6 FOR THE AUTOMATIC EOUAL12 110N OF _ 1 FRM%D (� 9 u HYDRUSTA C FLOOD FORCES ON EXTERIOR VthLL!i. CD NEW ' 111 SITE WALL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT Mt - -- — A DDITION . NO ENCROACHldEPlT OVER AUJA ENT PROPERTIES LLS WILL BE CUhIS1RilL`TEA 0t•1 -SI7E 5V{Tt � 133.2 SQ Ir • I EXISTING CNE STORY RESIDENCE. EL. N MTR . "CD Id -O u cfl Porch. In r� t LEGAL DESCRIPT 5 I LOT 6 CANADA EXTENSION 1 s.T Se P. B. 41 P.7 1. p ft ® Tank. MIAMI DADE COUNTY FLORIDA. 1 ® . o M � C i - - - -- Z . wm. 75.10' .� 5' CONC. S IDE WALK_ BUILDING INFORMATIO GROSS LOT AREA 10 433. 0 SQ FT. NET LOT AREA . 76 20.7 SQ FT. c� I EXISTING RESIDENCE 1519.5 SQ FT . ti PROPOSED ADDITION 133.25 SQ FT. oft APIL auk A top Vv L , P1 R E I wlvlt- couNTY HEALI DEPARTMENT N. W. 93 rd . STREET. PROPOSED ADDITION AT 32 NW 93 STREET. MIAMI � ^ SHORES FL 33150. �A `SCALE: A NO ' TED ED APPROVED BY: DRAWN BY O RU tGS.�a DATE: 7- 17 -09 REVISED CANNERS: RICHARD B. CRISWELLa MIRTACRISWELL. 32 NW 93 STREET. MIAMI SHORES ,FLORIDA 33 150 _ S I T E P LA V S c 1 = 10 MANUELSIQUES CIVIL STRUCTURAL DRAWING NUMBER P. E. 20233. PHONE ( 305) 586 - 47 76 . SITE R-AN 1e x z. PRWIM ON no. 100061 CeFJ RMINr. �+ REVISIONS BY ; r` ! '-�` �r WIND 0 NOT � : 11E BEAM *,s; GEN NOTES: WITHOUT THE USE OF TOOLS AND [•T 1� • �"� NOTE. i WINDOW SHALL BE OPERABLE FROM THE INSIDE. » i f ARY SECURIT 8- RGL WIDTH 24 IN HEIGHT AND 8C F3 U AN 20 IN ICI TH I TR lJ S 10 N OF 1dOT LESS - 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES PROVIDE A CLEAR OPENI G ALL EXTERIOR DOORS SHALL BE PROVIDED WITH CYLINDRICAL TYPE LOCK SETS, LATCH BOLT . �.7 SQ. FT. IN AREA. THE BOTTOM OF THE WINDOW OPENING SHALL NOT BE MORE ' BY KNOB; LATCH BOLT DEAD - LOCKED WHEN DOOR CLOSED. KEY OPERATED FROM OUTSI H AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY VdORfC SM SHALL BE THAN 44" OFF THE FLOOR. NO PART OF THE OPERATING MECHANI PRIVACY TURN BOTTOM FOR LOCKING OUTER KNOB WHICH IS NOT AUTOMATICALLY RELEASED. CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAINNGS. HIGHER THAN 54" OFF THE FLOOR. CAPABLE OF RESISTING A FORCE OF 300 LOS. IN ANY MOVABLE DIRECTION. ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY ENGINEER 0� MAIN ENTRANCE DOORS PROV TURN KNOB INSIDE OTHER EXTERIOR DOORS TO BE BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. NOTE: a r KEY OPERATED FROM OUTS AM BY DOORS NQ_ PROVIDED WITH INTERIOR SINGLE DEAD BOLT. ALL TO BE 1" MIN. THRUST AND OF 2. CONTRACTOR SHALT. FURNISH AND BE SOLELY RESPONS FOR EVERY CLOSET DOOR LATCH SHALL BE WINDOWS & RE4'D SEPARATE " FOR DOOR BUCK HARDENED OR CONTAIN INSERTS. AT DOUBLE DOORS SECOND DOOR SHALL BE PROVIDED WITH ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS SUCH THAT CHILDREN CAN OPEN THE S WITH t 2 DOOR INSTL.. TYP. HAND BOLT TOP AND BOTTOM. DOO TO BE MOUNTED ON 1 1/2" PAIR OF HINGE AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION. p r , WIDTH 1 177 NON- EXPOSED SCREWS AND NON - REMOVABLE PINS BY SET SCREW IN BARREL. MAIN E pOR FROM INSIDE CLOSET NTRANGE DOORS TO HAVE DOOR SCOPE PERMITTING `INSIDE VIEWER A 180 DEGREE OBSERVATION 3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE ANGLE OF OUTSIDE WHEN DOOR CLOSED, FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE EVERY BATHROOM DOOR SHALL BE DESIGNED ... HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PINS. PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR TO ALLOW OPENING FROM THE OUTSIDE GLASS IN EXTERIOR OUT DOORS AND ALL GLAZING WITHIN 48" OF INSIDE LOCKING DEVICE OF LOCATION AND DETAILS DURING . AN EMERGENCY WHEN LOCKED N F. fie{. DOOR SHALL COMPLY NTH A.N.S.I. 297.1. v INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH 4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE SHALL 13ATHROOM NOTE: BOTTOM WHICH AUTOMATICALLY OPENS BY TURN OR BY CLOSING. REACH3PM.S.I. COMPRESSIVE STRENGTH AT 28 DAYS AND ALL f M EXTERIOR SLIDING DOORS SHALL BE PROVIDED WITH TEMPERED GLASS AS SET FORTH BY PROVIDE 'OBSCURE GLASS AT BATHROOM AMERICAN NATIONAL STANDARDS, INSTITUTE. - S STANDARD 297. SLIDING GLASS DOOR CON- COLUMNS, GROUTED CELLS SLABS ABOVE GRADE AND TIE BEAMS SHALL I SO THA NO PANEL CAN BE LIFTED FROM THE TRACK WHEN IN -LOCK 0 S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS WINDOW`[ DOOR PROV AND INSTALLED IDE SAFETY TEMPERED Q POSITION. ACCORDING TO ALUM. ASSOC. STANDARD FOR FORCE -ENTRY RESISTANCE GLASS (CATEGORY f i) FOR BA THROOM WINDOW rough mason opening detail _� STRUCTEfl REACH 340 P. %2 = 1 AAMA 1303.3. ADDITIONAL' TO THE MA NUR LOCK PROVIDE DEAD BOLTS AT MEETING MULLIONS. UNLESS OTHERWISE NOTED. �t SH OWER DOOR. ALL WINDOWS, AWNING, SINGLE= HUNG OR HORIZONTAL SLIDING SHALL BE PROVIDED WITH A 5. CONTRACTOR /OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED ALL BATHROOMS SHALL HAVE TILE FLOOR & BASE J � LOCKING DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LBS. APPLIED IN ANY OPERABLE GRADE & FINISHED FLOOR ELEVATIONS NTH RESPECT TO BADE COUNTY FORCE AWNING TYPE 49 389 F. WINDOW OR OTHER DIRECTION, APPROVED IMPERVIOUS MATERIAL OR AS SPECIFIED IN THE PAN AMERICAN FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FRAMES SHALL BE CONSTRUCTED SO THAT WHEN FIXED OR LOCKED THEY CANNOT BE REMOVED FROM THE OUTSIDE, FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. PROVIDE THRESHOLD & WEATHER STRIPS AT � DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCK 6. OWNER AND ALL S OR BE LOCKED Ca4TRACTOR SHALL NOTIFY ENGINEER IN WRITING, BY EXTERIOR DOORS. TIE SEAM 7 OVERHEAD LOADING . . � AT MORE THAN ONE POINT WITH .HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO CERTIFIED MAIL UPON COMMENCEMENT OF PROJECT. MIN ill � 5/8". - ...... OPPOSITE POINTS A . . J NBN EXIS o "� l Z M REI NFORCED GROUPED C` „ La �(TYP.) � 3: NI >� 1 x4 " P.T. ' :'UOE;D DUCK W/ Y* "x1JY4" 1„ PROVIDE 1" CLEAR FOR WtNOaw BUCK = p N N 01) I 16 0 °i T'ANNON SCRE�'�S 0 4" FROM I fE END � WINDOW 1NSTL, TYP. d dt '5" O.C. .'�AX WIDTH ®• to 3 i 2 -10 s "X 8" W/20 C oNC. SILL W 0 Li ZWM Z H2 2a: CID r f CBS 'A+ALI. IYMPACT REVS t, A NT' GI.A 10'4 t 0 4R STORM S, VTTE:RS REOU . d EX S I OEiCK - - i" 0 rou mason op en ing detail 1, � ,',0d I �It�. NEW HR 4040 _ �. 8. cD —� , O . t SA bath insulation Rte. ; . o Bottom cord of wood trusses U) SOON OO�y t�l i M Cat. it . L q Z � � W.0 4528 � 2 � ", �� ....._ N4 14 �,, z0 ry O �: CD 4. 9 `: ®60 Ix _ smooth finish painted 1/2 � . `'��, 1 Gp � "� '�• ry ��,�`'`°�• ` ® x I ° , �" . I o: • s �h gypsum wall board on � BATH ROOM � � k �` `�� `�...� .�� `�``'..�� .. O O 1 M \ M �•�. �-^ .,� ` 2X4 coat. metal Chonnei _ metal hi -hats ® 16 " o.c. 1 3 -® M Irk I ``' ` ��/ N _ s�T VT�;.LI.1r 1 t j of coiling height � �* I Ird09'I N _ JD 0 " w, �£ "` smoot finish paintedl /2 8 151-0 M -1 4. , `. A'� gyp !i b oor - M� "e I lam. m ti bath sides d 2'x4' mtat stud 16 c.c. w "``� '` � "' '•, 1' iD . . K) K IT. ° N �° R V' ` - 2 "x4" firesfia 0n Ca? midhei ht N ! BEDROOM CL ��'`� WH p g 9 —' EL. Seivice Nv N 8th 12 i — 0 4" .`5k h y � * 'o- a. � E j4 w� MT �, 00 AMP. 0.,. 2 � PN L : ,,� .� �.. Lll `' `. °. 0., `200 A - G V .., ; _ 11 r ' ,•: {� Colonial wood base^ Q p g 1 41 a - W °. •" ' a,� ° / / 04 L metal a ` e i4 f y ° "� 4'' s ¢ bolted to co cstab .i.. . E O T I NG R � �' W. DEN E .� ty �onc. stab — �� `'4a� F inish floor as s c h edul e � b• _ — � ro ' ffii, A,1R, �L � .. '4 '�. T�Y �.,�i ! - 1. N . 4 S`s, ` z �. °�. , i 4. ^,a. A R A. 0. 1r�. v �,. h• cli � °�. ��, � � � D I N� NCB ,� BAT . ,� y 4, `� E G E N D. INTER IO A TITI E`. W u a c v ; EXISTING 8 CM U WALL - x I NEW 8 C MU WALL V t! . y �...� NEW 4" PARTITION. ®D 4428 4428- 4428 p ENTRY Q Z e N OD qt N �` ay , �, � �, DOOR SCHEDULE LAJ I 2'- 8 to 6 X '- 8 a POCKET DOOR. CL 0 o ' Q 2'- 0" X 6'- 8" 81 FOLD DOOR . WINDOW SCHEDULE. Date 7- 15 -09 4428 N 26 ,- 1®" 11' - 4 " Scale 1 /4t1 = 0 N-3030 -3020 Horizontal Rolling Window 37 "x 26 *' Drawl, 0 RUEDA_. Horizontal Rolling Window 37" . 3 x7" _ Job 2009. PROPOSED FLOOR PLAN . s : 1/ = 1' o" < Sheet of, Sheets 24 X 36 PRINTED ON NO. 1000H CLEARP11104 ' REVISIONA • BY a-20-09. TOP BEAM -- - a [ILI El LL El 4428 BRICKS. 4428 4428 4428 ` C EX I STI NG EXISTING EXISTING Q — — — — F FL ELF — _�._._ _. _ . r. E X NG `^- GA GE NORTH EL EVATION. Sc : 1/4 " = 1' - ®" > . r `` N tea cj► EXISTING NEW ADDITION. 0 00 . , _...__.. �.4. �p..�... -.._.. 1/ 4 PER FOOT " MIN. S LOPE . TOP OF , AM . 12 � 1 .h. _ . I I o 5 0u Q LL 1 4428 I 23 . E STON GRILLE. EXISTING F C1 - • Q- LIJ EXISTING - . cn WEST ELEVATION. sc : ' 1 /4" C-64 - - -- EXISTING G NEW ADDITION. � - - — -- W --I , Ix. N FLAT ROOF . -1 TOP OF 11 t 54 ! 0. . STuccj FINISH N . HR 3020.4 -' 23 ^ _ � J I 08 -0107q8 OD J . NEW. I ! W EXISTING • i �... W HR 4040. 4525: 4528 4528. 4528. I I � I . FL •EL . Q � W EXISTING -n--- - - ..� .EXISTIN ..� t.�.. I . Y . ct X F-- 0 V (n SOUTH ELEVATION SC : 1/4 ",= I' -On _ ®C' �z NEW EXISTING U N ADDITION ® - 1/4" PER FOOT. U1 ----- MIN. SLAPE . TOP w _ _ ® Z TIE 8 ._� r___�_ 0 l h. all 54 gate ? 15 - 09 -60 co - 1 ! HR -3060 1 Scale 2St6 • 1/4 1 "., 1 NEW 4428 4428 EXISTING 4428 • Drawn 0. RUEDA i � EXISTING EXISTING F FL EL . �_ ®if1T •� LL ,. .. . . - .. ®6 2009 •, . .. . . VENT. GRILLE. oil TyP Sheet M t n A ION . 1 = – EAST E L EV ATION. sc 4 1 0 / Of Sheets 24 X 36 PRINTED ON NO. 10DDH CLEARPRINTS 18 Ga, NVJH Joist Supports 18 G NVJH JOIST SUPPORTS Allowable Loads (lbs.) Dimension 0° Double Single Fasteners Gravity Loads 160% Uplift Loads 160% Product Joist Header Header Double Single Double Singe Single & Double Code W H BS Size Size Size Header Header J0 Header Header Headers 2x4 2 -2x4 2X4 6 -10d 4-10d NVJH24 1 /8 " 3 3 2x6 2 -2x6 2X6 6 -10d x x 744 744 — 1 1 2x6 2 -2x6 2x6 10 -10 6 -10d NVJH26 1 5" 3 2x8 2 -2x8 2x8 10-10d x x 1240 1240 821 1 1 2x8 2 -2x8 2x8 14-10 7 -10d NVJH28 1 3 2x10 2 -2x10 2x10 14- 1 Od x x 1736 1736 1079 2x12 2 -2x12 2x12 1 1 Notes: 1) All specified fasteners should be used on each of the connected members to achieve values indicated on the r above schedule. a t 2) This table is based on Miami Dade County H 0 t . NOA #08- 0828.02 and Florida Approval 204783. 0 o n • t � n BS Fes'" j W NVJH 26 as shown NVJH 24 & 28 similar but with different holes. 14 VS0236 Gauge Heavy Duty -Face Mount hoist Hanger Fasteners Allowable Loads (lbs.) t M _ Joist Header Size Size Header Joist Gravity Uplift o t 0 0 0 2 -2x8 14 --10d 6-10d 1758 1108 0 2x6-8 2 -2x10 14-16d 6-16d 1875 1279 �� 0 0 516" 2 -2x12 egg x Screws 800 1217 o Le Screws O Notes: 1) Use all specified fasteners in schedule to achieve values indicated �� 0 0 2) See General Notes, page 01. 3 �» 3) This table is based on Miami Dade County NOA # 08- 0828.02 and Florida Approval 204783. i» NVS0236 16 GAUGE BOLT HOLES i /2" DIA NAIL HOLE 3/16" DIA 14 REVISIONS BY DRILL, yid" Cy 5/8' P 1� HOLE �ILL�D W I �IQ I �' T UCTURAL NOTES. NOTES A . an�� ►� �a�su�l; 8 -- 19t..o9 . NEW E X (STING 1) CONCRETE: ALL CONC. FOR FOUNDATIONS SHALL REACH 3000 P.S.I. O BREAK EXISTING BLOCK FILL W /CONCRETE 81 C • TY PICAL WHERE COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED EPDXY DOWEL 1* 5 C 0. I CELLS & U BLOCK BEAMS SHALL REACH 3000 P.S.I. col�tc. �'.�. �� STARTER COLUMNS MEETS EXISTING CO NS T RUC MIN. COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERW NOTED TI O N . 2) REINFORCEMENT: ALL ROW. STEEL TO BE A.S.T.M. 615 GRADE 50. 3) WOOD: ALL LUMBER SHALL BE No. 2 GRADE S PINE AND HAVE 16 - 0 " — A MIN I MUM FIBER BENDING STRENG OF 1,000 P.S.I. ALL LUMBER _ 2 DRI LL 6" a EPDXY DOWEL 2 *5 X 3' 0 "( WHERE IN CONTACT WITH CONC. SHALL BE PRESSURE TREATED AND HAVE A MIN Q NEW WALL FOOT I NG MEETS EXIST. FO011 NG . TYP) . d FIBER BENDING STRENGTH OF 1,200 P.S.L. - 4) STEEL: ALL STEEL CONNECTIONS SHALL BE DADE COUNTY APPROVED AS PER S.F.B.C.. MINIMUM COVER ON NON- 305 AT PRESTRESSED STEEL;CAST AGAINST & PERM. EXPOSED TO EARTH 1 5 1 5 t 5 3 AT NOTE D . PROVIDE # 5 X 60 " LONG BENTS 0; EXPOSED TO EARTH OR WEATHER, CORNERS BARS OR SMALLER EXISTING C� 1 -1/2 ; QQ_ gORNERS CORNERS. TYP. ALL INTERSECTIONS #6 BARS OR LARGER @ 2; NOT EXPOSED TO WEATHER I •. WOOD DECK L L FOOTING • _ OR GROUND CONTACT, (SLABS, WALLS, OR JOIST) #11 BARS OR WA —. SMALLER 0 314 °, (BEAMS, GIRDERS, OR COLUMNS) 01 -1/2 ". FOOTING SCHEDUL F- .- . .. `° p W 20 � MIN HORZ CLEAR DISTANCE BETWEEN BARS IN A LAYER BEAMS: MAX. OF ONE BAR DIA. OR 1 �... WALLS: MAX. OF ONE BAR DIA. OR 1 • 8 9 1 I4'- 8 " � 8 a ! 3 - � � New 3' x 4' 3 = - W � ' NL�H 4" CO NC . SLAB C onc. PA d . MIN. VERT. CLEAR DISTANCE BETWEEN BARS I N A LAYER: � a BERMS: 1° •" t#5 _ W/ 6 X 6 tO /I'O W. W. M . 5 "` SC WF- 20 = it I2 X 2O " CONC FOOT1 NG W/ 2 aOrVT. MAX REaaR SPACING ( CLEAR DISTANCE) WALLS & SLABS. MIN. Q i OVER VAPOR BARRIER OF 3 TIMES THE WALL OR SLAB THICKNESS, OR 18 . :3 � - r, MIN. SPLICE TENSION LAP LENGTH IS 12 r. ON WELL COMPACTED FILE . _ �, I� ...� SPLICES FOR TIE SEAM REINFORCEMENT SHALL BE A MIN. OF W 1 36 BAR DIAMETER OR 18", WHICHEVER IS GREATER. � Q " v S N, C Existing .8 CMU1dV ®tt. ® EXISTING CONC. SPLICES FOR COLUMN REINFORCEMENT SHALL BE 48 BAR DiA. d 0 L U M N SCHEDULE . 4 MASONRY: ALL CONC. MASONRY UNITS SHALL HAVE A MINIMUM .�,_- _.....�. �..._._. ' � SLAB. s) - NOTE } I PRISM STENGTH OF rm 1,500 P.S.I. AND SHALL COMPLY WITH U x CHAPTER 27 OF S.F.B.C. AND WITH A.S.T.M. C--90. ALL MORTAR TO BE A. I " E FLOG I I T. D . 15 TIE DOWN CONC :FILLED CE LL. � TYPE S OR FETTER AND COMPLY WITH A.S.T.M. C -27 0. !1J N N tSb FROM FTG TO TIE BEAM C s CONC, PTO GROUT FOR FILLING CELLS SHALL CONFORM TO A.S.T.M. C -476 WITH :3 I ` 48 0. C . MAX . A SLUMP OF s + 1 c�► u 1(' F 2x10 a t6 yy RILL S� � SI S , EE HOLE EXISTIN 0C - a---�— 1 O f L8 Nt _. 6) MASONRY: REBAR #5 04$ A SIZE AND SPACING MINIMUM BAR o 0 C7 S. C 8 "X 12" STARTER COLUMN W/4 *5 VERT. ,pi• gi c,a�� +�.'�' SPLICES = 48 BAR DIAMETERS MAXIMUM POUR LIFT = 4 --o Ed ® 2 AND STIES a 8 "0.C• .., cn _ fox X NOTE : PROVIDE TERMITE CERTIFICATE AT TIME � 1 It - 0 OF CITY INSPECTION FOUNDATION PLAN S . 1/4 = i Exrs-rrNG ' a _- 5/8 " CDX PLYWOOD W/8 d SHANK NAIL BOTEC F SOIL ST9CE14ET-4 M09,13 5 TEERM 1B f, � _07�1014 Z_ e 6 THE ENGINEER HAS VISITCO & OBSERVED THE S17E AND FOUNp ALL BEiILD1NG SHALL HAVE A PRE- CONSTRUCTION TREATMENT PRQTECTTOI� � Existing FURTiiE THE FOUNDATION CONDITIONS ARE SAND A €�p LOOSE ROCK, AGANIST SUBTERRANEAN TERMITES. THE RULES AND LAMS AS ES'TABUSHED Nailer. 1�(�T'E D. WiCN ARE SSIMILAR ©DESIGN BASIS. RMORE, UPON BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVI ,�'"' ~ (2) 4x 4 16' Tr sses c Soil C 0 C/C • NEW EXfSTI NG . BREAKING OF GROUND, A LETTER SHALL BE SUBMITTED To THE SHALL BE DEEMED AS APPROVED WITH RESPECT T PRE CO N STRUCT ION sTT�UCTlON 1 2x6 / .W/20I/2 KW1K HI{SI- BUILDING OFFICIAL VERIFYING AND ATTESTING THAT THE SITE ! TREATMENT FOR PRDTECTION AGAINST SUBTERRANEAN TERMITES. I PT. CONDITIONS ARE SIMILAR TO THOSE WHICH THE DESIGN WAS BASED ON. ASSUMED BRG. CAP. IS 2000 P.S.F. A CERTIFICATE OF COMPLIANCE SHALL. BE ISSUED TO INE BUILDING 2 x 16 16" DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS ----- __.__ - -_ -- . THE FOLLOWING STATEMENT. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR "IHE PREVENTION OF 5116tERRANEAN TEI�MI'ITyS. ,. t�iC{ST1NG O. H, � � ?, Ns_� "EXISTING TIE BEAM USE NVHTA -12 BY NU V U E . W/ NAILS 10 IO d X 11/2' (2 STRAPS) , TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY a TO BE REMOVED. NEW 5/8" CDX PLYWOOD W/ 8 d SHAN K N .O.A. 08- 0325.0 2 , y ., 6 -10 d X 11/2" ( SEAT) , NEW EXISTING THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." EXISTING CBS NAIL C 6" 0. C . � FLAT ROO • " TO BE COVERED W/9 * BABE SHEETS T. 8 1 . I , - • 4 WALL . C o v. W / f L izo �� ( D VON 2 x 4 BLOCK 26 GA MTL . 16 0 - 01, �� o I _(l W/2 -10 dnall FL A SHING f • h o. TIE BEAM = 8 '112' OCNC . TIE BEAM W/ 2 # 5 t /4" PER FOOT. M IN. To Ea /2x6. 2*5x 5 - L TOP 81 BOTT. AND 03 TIES SLOPE . � Py =.31K � ,. BENTS AT CORNERS. 2 Pi = • 43 K. 2' I " C 12 0. C • ELSEWH ERE ADD 4�3 T Es a 12 o c ADD 2�5 �.... �,-�� , TYP. SECTION 1 26 GAGE MTL . y XIST. STRUCT. WOOD. . - . N ® Tt B — o X 5 ' - TS 0 "BEN AT CORNERS. SC 3/4 11 EAVE DRIP. M J U. � _ I 0 ADD 2 5 AND; 3TEES e 18 DROP, AT OPF1VlNG 1 x 2 P. T: BLOC I U (n SE N VRT- 20 BY N UV U E . PO Rx 6 PT WOOD BRIDGING N. O.A. 08-0526.11. STUCCO FIN. FASCIA. T MID_ SPAN . W 0.O d . x 6 WOOD JOIST E x6 P. W B Idgt g " ? V S e 16" W /4TIN6 d NAILS TO WOOD. 14 V !� .- - / • STD HOOK °- 81 4 TAPCO NS TO CONC . p t ►d. SP n • PLYWOOD SOFFIT r 9 C, tNSULATIO F.. " Q x y � yy� D W/ 11/4 " PENET. SPAC U--12" L11.1 • TE C � i YMFJV f 1 RE X71 VIA. 11, 1 W / INSECT 4 EN . I 4 P. EDGE DIST . 2 V 2 t- sc SCREENED VENT. NO � ®• ) /2 DRY WALL 'ON I�x 3 FURRI1J13 STRIPS � � 1 11 ' "x 12' C0NC. TIE BEAM W /205T, 21 5 8 - N 2 -� 4 6 x 1/4x,16" VERIFY SIZE a I -0 I ' OtS k -' N D 3 TOES C 4 8" 0. C. N �►/20 3/ "TO 2x6 . SPACING . TE C Existing Tie Boom. 2- 1 /2" WIK HILTI o• h • OTE: FIRST 4 3 C 12 0 0. C. J B T TO CO • 3" EM A CORNERS. _j Q p; .25K. 5/ 8 STUCCO. F /2" GYP. BD. ON Pt=.22K . I x 2 'WOOD FURRING STRIPS. TING WALL . 0 O 8 CCNC • BLACK WALL " �I a t6 "0 . C • " cc � VII/ # 9 • WIRE LADDER C 16 0. C. 5 FILL CELL a 48 M . Fm=145OPSI . 0 V � ui 02EINF. MASONRY STL- BEYOND. - 5 WALL I NSULAT ION a EW 4" CONC. SLAB. W/ 6"x 6" E ROO S LO PE. GRADE . J } 0 / 10 W.W. M. OVER VAPOR BARRIER. STING WOOD FLOOR I ON WELL COMPACTED FILL. � Q v 1iV00D BASE. 1/2" EXP. JOINT. _ z o f q �p W____._ 1°O �' R . - NOTE C . DRILL 6" INTO EXISTING CONC. BEAM a EPDXY VAPOR BAR I 0 - R O OF FRAMING PLAN SC : 1/ 4" = C-0 DOWEL 2 *5 X 3' - -0 ".TYP. (3- ( WHERE NEW CONST. MEETS EXISTING. _ NEW i2" 20` `'' a STD. HOOK EXISTING CONC. F 0: 9 FOOTING END.. DOTING - I' -0" 811 21-0 " CONC. --`-° -_.. - WIND A E 7 -05 ROOF LOAD CRITERIA . w/25 coNT. . - -�... _... -.._- . __... _.__..�__�,�.- __.__.____ D - - - -- o. h. /8 CDX PLYW W /8d NAIL ( ®OTT. ) w - 20 . EXPOSURE C SHANK 4' 0.0 Kzt a L'0. WIND ZONE 2 UPLIFT - 80 PSF GRAVIT . o Date 7- Kid= 1.0 DL + 10 PSF. UPLIFT - 30 PSF. 14 NVHTA I - 2x Kh = . 85. U VUE S cale ANOTED DL V 146 MPH 15 PSF. B _ _ W /a L L A- A 11 = 11 Drawn 0 RUEDA X,'= 1.0 TOTAL 45 PSF NET U P L - 70 PSF. . . R/L T SECTION SC 3/4 I 1 -0 - tNT. FACTOR ± O UPLIFT 50 PSF NAIL El (J` 4 BY NUVU E Jots .18 W/2-16d - _ - � . 5 ZONE I 7;4�•f4��?�• 2 � 2009 H DL °}• 1 0 PSF. ? _x6- EW 8 12 " N d � � ' � � /� - W, X, � �� Sheet CONC . TIE BEAM . j 1 , 6 1 C . NET UPL - 40 PSF. 0UTL00KER- DETAIL. . 3/4 " 1'-0 , Of Sheets 24 X 38 PRINTED ON NO. 1000H CLEARPRINTV •. REVISIONS BY triaal note i 4" DIAM. OUTLET WITH HOUSSI WITH WHIT KITCHEN OR WR SQUARE D or APPROVED EQUAL . MAIN Bus , AMPS BA'HIVOOM SERGE NEUTRAL a AMPS R , VINYL BACKDRAF'T DAMPER BAKED ENAMEL FINISH LIGHT. SMOKE DETECTOR VOLTAGE : 24.0 120V 1 0 - 3/W ' u " MAINS s ' L.0 SHALL COMP WITH THE LATEST EDITION QN THE "NATIONAL ELECTRICAL CODE (NEC) MOUNTING : S URF ACE PANEL : A .,, 1. ALL WORK . „ & THE "FLORID BUILDING CODE (FBC). L CATION BQra�B; . 2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE: NOTED AND APPR T(1 AL CoND ®' NO AMPS POLES• V.A. WIRE: REMARKS COND TO"fAL .• 3. IN . CONDUIT MAY BE EMT OR RMX. CABLE, -�" ELECTRICAL JUNCTION BOX SIZE+ � REMARKS WIRE SIZES V.A. POLES AMPS 4. OUTDOOR UNDERGROUND CONDUITS SMALL BE SC14EDULE -40 PVC . UNDER PAVED AREAS.. �7 so 50 � 1 � 1 Rai ��0 � � C AMP t 3& 16000 2- 40. , 5. CONTRACTOR SHALL FURNISHED ALL .LABOR, MATERIALS AND EQUIP; FOR A-COMPLETE ELEC. -INST. Q 2 GA MTC. DUCT 3 IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS. THOU q.H• VENT 3 0 P. 4500 II2 tt �� •10 Water r 5 e �h�r ; • 1 j 0 2 6. ELEC. CONTRACTOR TO..COORDINATE ALL ,OUTLET LOCATIONS WITH' BLDG. AN.D SWITCH LINE SIDE ARCH, FIXTURES, 120 V. LINES & T.V. ANTENNA 2 $ a 1/2 i 5 1 7. ELCT. CONTRACTOR TO PROVIDE EMPTY CONDUITS AS 'READ F OR TELEPHONE OF SWITCH ® C CL> g I� 8. L MOUNTING HARDHARDWARE SHALL BE BY CONTRACTOR. a SWITCH LEG. _ � $® FIXTURES tiAND FAGS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED. �, 9� ALL LIGHT - <� ' PHASE CONDUCTOR 1s 14 DtS �hK 0 8" DIAM• 4 1 � C 0 PROPELLER B ANDED o POLYSTYRENE GRILLE NOTE: S 1 1/2 I2 19 I 2 2 D MOUNTER WHITE COLOR, ALIGNED SMOKE= DETECTOR SHALL BE ARDWIREO (110 VOLT TYP 2p � 24 . / TO O 1 1' 000 RPM M(]TCIR TO A NON- SWITCHABLE 86 LIGHTING AND TIGHTENED BY CIRCUIT. WITH B - A I tJD SHALL NOT BE 23 24 SINGLE CENTER KNOB CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT M) " .�'.a . " " EACH CI RC U IT INTERR SMAL IN7�RCONNECTED DETECTORS WITHIN �$ 98 ..a. l + �.;�ust fan detail 28 .. • AT jj ss .4 � J smoke detector . connection detail 3' s9 X10 NTS 41 4 2 � ul SCROLL TYPE STEEL t OLMAND LOAD. e W - AMPS FFFf3FR Q: . -•aEk LQAI} trA{„CULPtTIQN� 10,000 AIC FED FROM t S�R'4ItC(;, J � NEW EXISTING - > n. ELECTRICAL LOAD CALCULATION m r A. - GENERAL LIGHTING LOAD N CM I ; 15 I8. SQ. FT. 0 3W /SQ. FT. = 45�i7 ,0 WATTS I B. - Two • SMALL APPLIANCE. � I W 0 II CIRCUITS X 1,500 - 3O WATTS , _ # ) z tit C. -- FIXED APPLIANCES: . y) D IZ RANGE 12000 j REFRIGERATOR 1500 . _._ ...... .. EX S I BECK I ) WASHER 1500 HR 3020 dbn �� ! WATER HEATER 4.500 z , ,t �' N1 I I DRYER 5000 ,- � I E, GFl I MR 4040 16 D. - ONE G.F.I. BATHS CIRCUITS Safe G1063 - Disc � = 900 WATTS � Z o Cat. i t. W CL. , U. 7 7 , E. New Addltlon t #53.28 8W FT x 3 0 3 • WATTS. M 5 y 452 45 $ e 4 2 , CONNECTED LOAD LESS A/C = 33856 WATTS 0 � H" _ 10000 W 0 100% = 10000 WATTS E BATH RO® �' I REST w 0 4 0� = 13342 WATTS kIH -- A/C (or heating) 0 100% = 50Q0' WATTS - uj --- - Black 3 N DEMAND LOAD =20'2 / 240 WATTS = I ISO AMPS 240j120 V � ®- Window., U TILITY ROOM E SERVICE SIZE = 200 AMPS ms. f - 1�1 FAMILY 9E'. 18 27 t� 20 41 5-7 x c BE � ! CL . K ITCHEN EXIST. „ K) N 1 ` t8 ( WH 10. H. U. SERVICE 2 RGC ABOVE METER 3°-2 ` 0 THW Cu Lt.I � �' . a EL. Satvi 1 SD J QD ) — e IN 2 CONDUIT l, . M°tR . t8 1 - EL. 200 AMP. U �_ I �� PNL. � � 20 200 A. � W - ` ` 0 Es1' cr i �• . EXISTING RESIDENCE � �4= A/C DISC. Cc ( ) 2 -4 TO REMAI N. -- GARAGE. 4Cu 200 AMPS. NOTE: Q � SD AC � To cwP J' , ` PANETLRICAL INTERRUPT r �ai� RATING � BATH. DINING - IN �i 120/240 V 10,000 AMPS AS NEC I (2) 5/8 "0 x 10' COPPER CLAD PVC 10 3W 110 -9 Ld ELECTRICAL, Gee RA.L. SYMBOLS. GRO DRIVEN RODS W/MAIN LIVI ROOM (NOT ALL SYMBOLS ARE USED) 8 .� DISCON. U) W !! 0 APART NEfiAA 3R 0 M; 0 DUPLEX RECEPTACLE. � MIN. _ -- []I DISCONNECT SWITCH CL. CL . --- WP DENOTES WEATHERPROOF DEVICE. M M 4428 4428 4428 Q 0 JUNCTION BOX NO _ ENTRY >. FLEXIBLE CONDUIT � SPECIAL RECEPTACLE IN TERRUPT R CAPACITY S HALL BE z ® TV OUTLET 1 0,000 AMPS AS PER NEC 110-9 IQ WALL MOUNTED OUTLET N o MAIN CIRCUIT BREAKER a. existing electrical riser cli ELECTRIC METER V� ELECTRIC SNITCH LLI BEDROOM. SECTION 210 -12 .REQUIRES AEC1 PROTECTION ON ALL BRARCK CIRCUITS RANGE OUTLET SERVING 15 AMP A D 151 SINGLE} CEILING LIGHT OUTLET 0 7 PHASE 125 VOLT CE 9A S IN RECESSED CEILING FIXTURE DWELLING UNIT BEDROOMS ® HEATING LAMP •.,. Date 7..I -09 4428 _ - A TELEPHONE OUTLET ELECT. PANEL 1 /4 a =ILO . Scale � GO GARAGE OPENER Drawn 0 RUE[�A E L V E i R. I C A L ® METER Job 2009 . PR FLO OR 1 L A SC 1/4 1'-0`1 U HIGH HATT LIGH a N.H. , Sheet cum L7 I Of Sheete 24 X 30 PRINTED ON NO 1000H CLEARPRI106 0.rct CL Dt4NSZNG UNIT (2) 1/8" STAINLESS STEEL CABLE TIE- DOI�AIV i�EVtSfONS By AIR. DISTRIBUTION SCHEDULE WIRE 9 4 FROM EACH OTHER To WITH STAND A.C. GENERAL NOTES. DESCRIPTION MANUFACTURER Rf =MARS/ HURRICANE WINDS (TYPICAL.) SECURE CABLES 8- •20.09 TO CONCRETE PAD USING ANCHOR BOLTS AND 1. THE WORK THAT IS TO BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING OF ALL LABOR MATERIALS. EQUIPMENT PERMITS FEES MARK MODEL N 0. ACCESSORIES TURNBUCKLES FOR MAINTENANCE S IZE INxIN) CFM RANGE INSPECTIONS TESTS INSURANCE. ETC. REQUIERED FORTHE'COMRLETION ( * OF THE AIR CONDITIONING SYSTEM SHOWN ON THE DRAWINGS AND OR AA SUPPLY SIDEWALL REGISTER IT BLADE DAMPER LISTED BELOW. 0--150 AG--15 LINE OF BLDG. CAULK LINES NTH 2. VENTILATION DUCT WORK SHALL BE GALVANIZED STEEL WITH GAUGES. BORDE 4W SOLDERED ELASTOMERIC DUCT CONSTRUCTION BRACING AND SUSPENSION IN ACCORDANCE W I ELLB W AT BOTH SUPPLY ENDS. AIR TH (ALUMINUM MATERIAL AT BOTH A MMENDATIONS SET FORTH IN THE LATEST EDITION OF THE A.S.H.R.A.E. GUIDE OX 151-210 6 211 --275 TYPE - E S STANDARDS. THE RECO. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS VERY AND SMACNA 1 10X . 12X6 276 -330 t:@1CRETE PAD CONCRETE SLAB RESPECT TO STRUCTURE BEFORE FABRICATION. F�C,QCT LOCATION OF DUCT WITH FOUNDATION -- 3. FLEXIBLE DUCT SHALL BE STEEL HELIX WIRE ON 718 " CENTER. ENCAR 14X6 , 33 -410 GUL.ATED IN A CONTINUOUS SOFT VINYL FILM, JOINED BY MOLECULAR WELDING TO FORM AN AIR TIGHT INNER CORE, THE CORE tS TO BE IN- 16X$ 38 � 1 0 ' SULATED WITH FIBERGLASS INSULATION (R.6) AND SHEATHED IN A 1 8 X6 410 -500 a r ` WALL REINFORCED ALUMINUM METALIZED POLYESTER VAPOR B , . �~" CEILING PR BARRIER JACKET 22X � 6 501 _ 540 ISCIl+tt]DE PR OVIDE SPIN COLLAR WITH DAMPER EXTRACTOR W 24X$ 541- PAD (TYP,) VERIFY AT FAN N SECTION A/C UNIT WALL HERE FLEXIBLE It SHALL BE EXTENDED OUTSIDE INSULATION. SITE I 4. AIR CONDITIONING SUPPLY AND RETURN DUCT WORK SHALL BE % 1. " (R.6 MIN) FIBERGLASS UL. 181 LISTED CLASS 1 AIR DUCT. ro 37X8 621 -•780 27X8 781 -940 DUCT WORK SHALL BE FABRICATED IN ACCORDANCE WITH S.M.A.C.NA. Q SUPPLY DIFFUSER TITUS TDC -AA BL OPPOSED SED REFRIGERANT PIPES STANDARDs (R TOP LEVEL R-42 IN OTHER LEVEL) FROM COND. UNIT 8X8 0 ~175 (ALU "MIN PVC SCH.40 PIPE 45' ELBOW S. TEMPERATURE CONTROL SHALL BE A ROOM THERMOSTAT FOR HEATING/ • AG -15 2 PIPE DIA. OVER DIA COIL SECTION DRAIN COOLING WITH STAGES AS REQUIRED .- 9X9 178 -340 = 2 -WAY BORDER PIPING UNDERGROUND FILTER OF COPPER TUBING OFT COPPER REFRIGERANT 1 CORNER 6. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTER- 12X12 341 -500 4@-3-WAY TYPE -6 Q NEOPRENE PADS FERENCE WITH THE PROGRESS OF CONSTRUCTION AND IN STRIC COMPLIANCE •� 15X15 00 WITH ALL APPLICABLE CODES AND STANDARDS. ANGLE IRON FRAME 18X18 8001 1 - -111150 0-2-WAY i--• � - . MOUNTING DETAIL ( EX I ST ING lai /2' DEE SUPPORT WITH 7. MECHANICAL CONTRACTOR SHALL VERIFY DIRECTION OF EXISTING STRUC- ' � � CONDENSING UNIT P. . 1 •�VV!lAY PAN N C RCH rE EMERGENCY DIAGONAL BRACING TURE BEFORE INSTALLATION OF EQUIPMENTS AND DUCT WORK SHOULD ANY U 21 N • T • S • X21 1151 -1500 B1 DISC CIE$ BE FO UND C ONTACT A L CT/ENGINEER. ., _ ._ DRAIN PAN _ 1 1/2' M!IN, DEED EMERGENCY 8. VIBRATION INSOLATION. ALL EQUIPMENT AS PER MANUFACTURER RECOM. 24X24 1501 -200(3 = � . -WAY DRAIN PAN (3 LARGER THAN MENDATIONS TO ELIMINATE ANY EQUIPMENT NOISE FROM BEING HEARD. . RETURN EXHAUST GRILLE TIITUS 35OF5 ®ORI3ER NEW FLOOR AHU DN ALL SIDES) PROVIDE FLOAT SWITCH g• GUARANTEES: .� AS SHOWN ON DRAWING (ALUMINUM) TYPE -1 X 1 1 NG IN PAN TD SHUT' DOWN A3 ALL COMPRESSOR MOTORS ON NEW EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL HAVE A TABLE UNLESS NOTED OTHERWISE A/C UNIT UPON ACTIVATION 3-YEAR PROaUGT GUARANTEE FROM DATE OF START-Up.' USE SIZES SHOWN ON THIS A AI DANDLING UNIT MOUNTING DETAIL � EX 1 g°t' � � � � FROM DEFECTS FOR � i C ONTRACTOR SHA GUARANTEE ALL M ATERIALS AND WORK MANSHIF FREE ' PERIOD OF NOT LESS THAN A 1 YEAR - FRAM DATE OF ACCEPTANCE. � N tV 10. T TI G: # V/ y A) ALL REFRIGERANT HIGH SIDE PIPING TO 300 PSIG. LOW SIDE TO 150 PSIG. AFTER -j I I 1 TESTING EVACUATE SYSTEM TO 28 % MERCURY GAUGE PRESSURE WITH VACUUM W (1) I r I l PUMP. HOLD FOR 25 HOURS WITH PUMP OFF BREAK VACUUM WITH REFRIGERANT. • - # I { W 0) 4 ) B) BALANCE AIR SYSTEM TO DELIVER QUANTITIES AT EACH OUTLET WITH S% USING Q 1 < q I t A..A.B.C. PROCEDURED AND TESTS. SUBMIT AIR BALANCE TEST RESULTS FOR 2 p CD f APPROVAL PRIOR TO FINAL INSPECTION. 11. REFRIGERATION SUCTION PIPING SHALL BE INSULATEDWITH % "IN COAFLEX I I } 1 a t ARMAFLEX INSULATION MAY ONLY BE USED IN NON - PLENUM AREAS. FINISHED WHERE t E X S' LAR) MAXIMUM D/8 OFFSE °I DECK EXPOSED WITH 2 COATS OF WHITE LATEX PAINT ALL A PER MANUFACTURER'S INTRUC- o TION. v c� 1 12. ALL REFRIGERANT PIPING SHALL BE TYPE W HARD COPPER TOGETHER WITH • ' "-� HR 302® NEB f F .nON j i { WROUGHT COPPER SOLDER FITTINGS. JOINTS SHALL BE MADE WITH SILVER SOLDER FtEL OR SILFOS. ALL CONDENSATE DRAIN PIPING TO BE SCHEDULE 40 TYPE II HIGH IMPACT • I 2 HR 404 PVC WITH SLIP JOINT FITTING OF THE SAME MATERIAL WITH AN APPROVED SOLVENT I 9 g INSTALLED IN A MANNER RECOMMENDED BY THE FITTING MANUFACTURER. 3 � Safe GLASS I I � � ' --- .._._. Z W.CL . ' 4 t t 0 Exh. Dryer. . Cat. N t x 4528 415 8 8 4 2 0 �Fw 1 A lOA - 6o / (E XI STING ) _.__. One Setof lines Refrlg. f I BATH ROOM _ DN of Wood Floor. I t�EYV z I � � � UNIT NUMBER AHU -1 AHU - -� 0 f' Bock up w, s. � 3 (�'` UTILITY N SUPPLY CFM/ O/A CFM 117 CFM uj Window. J m M SENSIBLE CAPACITY, BTU /HR. _ O ' TOTAL CAPACITY, BTU /HR. NOTE: FA B EATER CAPACITY (K. W.) 5.0 . CONNECTED �I ELE . ®• 6"0 TO MAIN PLENUM. - _ _ .1 HEATER MODEL - - Si U PPLY , AS I ND ICA c D Exist AIR TEMP. CONDENSER 95F 95 F + z OF DWGS . . H /� rl;n G E / AIR TEMP, ENT. EYAP. , DR/W3 80/67 80/67 t!1 OD NEW. Q KITCHEN " COND. M. C. A. , N BEDROOM O �� CL. xLsting, 54 24 � ) WH 38 In W 10% 0 i 0. H. COND. MAX: FUSE 60 40 ._.) ExiExisting 175 CFM. EL. Service. Ext 9 EYAP. MOTOR HP . 1/2 HP 1/3 HP W j N tOxl2 10x 8 EL. MTR VOLTAGE, PHASE 230V/1 G 230V/1 0 lzL • .�� . 175 C FM . Exist. ISO CFM EL. 200 AMP. / 09 1.t PN L . CONDENSING UNIT MODEL 7A2048AIO0 Al le�.bince 1 I� (.0 A. H. U. MODEL TWE04OC 14 �4 z Exist. Ek MANUFACTURER `ttA►;E.sAr r(ar►tsdal E t. 8" " EX IST I NG IRE I D E NC E . UNIT TYPE 1- "`� � " x I A G � � ��cHA�J�T WI =ATI��Q CAS �. 2 Ct?ND, 04" I N . � TO R E GARAGE • . a._ ' SEER OR EER 12 , O SEER �t ", LINES. �` EXtSMNG q " X `1' P•T. INSECT SCREEN :Tl .?"d1L 7" 0,kjy �V 2 WOOD NAILER I I O ; A U �` E 1 EXHAUST DucT I fy: REFRIGERANT TYPE R ., EF� 2 2' X 12 P.T. 22 05 AC . I MET i Ref l.irt� tOxl2 WOOD FQAME REFRIGERANT CHARGE(LBS.) N BATH. S1` DN Of W d x 75. CFM. a DINING 2' X 6' P.T. 9 Exist Extstinq WOOD PLATE CANT STRIP 2 PLY FLASHING . . _ AHU WEIGHT (LBS.) W E Floor � TRA 0 � ] LI OLIN , NY. 09 10x 12 BUILT UP R OOF AHU DIMENSIONS (HxuxD) 35 "x25 "x22" 35 "x21 "x22'► l.0 LIVING ROOM 17 . (n Og COND. UNIT WEIGHT (LBS.) O Iwo �'y esi. �.' i}' ??��,�'±i`;:�wl:', +:N.ty " R � , r : 1i : ,�� t ;r t ''�;' „`�^i;. 'ii ...� �17� C L . CL. ,w .,,,. ,,..,.; �::�:.,,. ;. >. r ;,,.,•r.:,; ,;,. .�.., �� COND UNIT DIMENSION 4428 o. +._s.ncP.�.w.�++aa_,w�. - !!�' I 4428 4428 .' '° CCONCRI TI- SLAB ENTRY ® � Q; Existi �.� I�A� JST "- ...� :.' .SAP �ET,A r� a oi IOXI2e�� U MA C NNA ArTACHMENr PE MAX SAG v2" PER FOOT 1 + 5 CFM DUCT SEALER AT 45' BETWEEN SUPPORT POINTS Tq T SE LE FLEXIBLE DUCT W -O" 45• TAKEOFF OR AND TAKEOM O ROUND IV COLLAR BELLMOUTH COLLAR MAXI, ~1UM LENGTH. CONNECTION TO CV MOUNT IN sxD of cc d' HVACi RU CLAMP. Y AIR DUCT. p� ALLOWED IN LAST o z BEDROOM "VAG DE MQ ' s VEG NO i INCHES To D IS THE INTERNAL FL EX ADDLE n DIAMETER SEE NOTE No. 3 ® o DUCT SMOKE DETECTOR X NECK SIZE TO MATCH ADJUSTABLE CLAMP. L OCKING vOWME DAMPER : FIRE DALdPER(S) X INDICATED. FLEX DUCT SIZE DUC SEALER (IF REQUIRED AND , SMOKE DAMPER(S) x • .� INSULATE TOP PANEL OF SPECIFIED FIRE RATED ENCLOSURE X LATIN DIFFUSER. ON PLANS). FIRE RATED ROOF/FLOOR X CEILING (T -8AR CEILING ASSEMBLY }( SHOWN GYP BOARD NOTE 6: Date 7- 1 5 -09 SIMY I. FLEX 4 4 28 ISLE DUCTS SHALL RE ONE PIECE AND SHALL FAN SCHEDULE FIRE STOPPING X AIR DISTRIJBUTION- NOT 5E SPLICED TOGETHER. ti t s SMOKE CONTROL X DEVICE LAYIN SHOWN. 2. E XTEND ACCESSORIES Scats FLEXIBLE DUCT INSULATION TO FAN NO. CFM SP. HP. VOLTS /PHASE MODEL MFR. 1 /4 c I 0 SURFACE MOUNT DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH 51MIL.AI2 MASTIC p' 4C /y 3. MINIMUM 1 -1/2" WIDE, 26 CsAUCaE DlaWfl STRAP HANGER WIT14 w O RUEDA MEC HANICAL + - -- - - 1-#EMMED EDGES PER 3MACNA FIGURE 3 -10 EF -1 50 0.25 115V/10 SP -B70 GREENHECK CEILING EXHAUST FAN 4. FLEXIBLE AIR DUCT SHALL NOT EXCEED S FT. WHEN EXTENDED. Job 2009 p► ^ EL RADIUS SIZED FOR NO LESS THAN R/D to EF -2 70 0.25" 115v/10 SP -8$0 GREENHECK CEILING EXHAUST FAN PROPOSED P L A SC 1/ M � I'-Om 5. FLEX DUCT HANGER STRAP SIZE SMALL BE MINVIUM 1 -1/2" AND MAXIMUM SUPPORT AT 5 ' INTERvALs OR eeAcING. EF -3 100 0.25" 115V/10 SP -8110 GREENHECK CEILING EXHAUST FAN Sheet F LEXI B LE D UC T V� E � I �� ®LE �Vd�T TA� �G 1 AIL N.T.S. J -• Of Sheets .y 24 X 36 PRINTED ON NO. 1000H CLEARPRINTS i Ems GENERAL NOTES: EGRESS TYPE WINDOW NOTES: REVISIONS BY INTRUSION 8c BURGLARY SECURITY NOTE. _ TIE BEAM WINDOW SHALL BE OPERABLE FROM THE INSIDE. -WITHOUT THE USE OF TOOLS AND LATCH BOLT 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ELEVATIONS AND ANGLES PROVIDE A CLEAR OPENING OF 'NOT LESS THAN 20" IN WIDTH, 4" IN HEIGHT AND ALL EXTERIOR DOORS SHALL BE PROVIDED WITH CYLINDRICAL TYPE LOCK SETS, ' BY KNOB; LATCH BOLT DEAD — LOCKED WHEN DOOR CLOSED. KEY OPERATED FROM OUTSIDE WITH AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK, 5.7 SQ. FT. IN AREA. THE BOTTOM OF THE WINDOW OPENING SHALL NOT BE MORE PRIVACY TURN BOTTOM FOR LOCKING OUTER KNOB WHICH IS NOT AUTOMATICALLY RELEASED. THAN 44" OFF THE FLOOR. NO PART OF THE OPERATING MECHANISM SHALL BE CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS. CAPABLE OF RESISTING A FORCE OF 300 LBS. IN ANY MOVABLE DIRECTION. HIGHER THAN 54" OFF THE FLOOR. F ~ MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH DEAD BOLT ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFY ENGINEER i $ S2 KEY OPERATED FROM OUTSIDE AND BY TURN KNOB FROM INSIDE OTHER EXTERIOR DOORS TO BE BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. I _ NOTE: x 1" MIN. THRUST AND OF DOORS NOTE HARDENED OR CONTAIN INSERTS. AT DOUBLE DOORS SECOND DOOR SHALL BE PROVIDED WITH 2. CONTRACTOR SHALL FURNISH AND @E SOLELY RESPONSIBLE FOR SHUTTERS BY MNF. AT ALL PROVIDED WITH INTERIOR SINGLE DEAD BOLT, ALL TO BE ALL TEMPORARY . ' EVERY CLOSET DOOR LATCH SHALL BE WINDOWS & REQ'0 SEPARATE PROVIDE 2 CLEAR HAND BOLT TOP AND BOTTOM. DOORS TO BE MOUNTED ON 1 1/2 PAIR OF HINGES WITH RY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS FOR DOOR BUCK ' SUCH THAT CHILDREN CAN OPEN THE PERMIT. 2�� DOOR INSTIL. TYP. NON— EXPOSED SCREWS AND NON — REMOVABLE PINS BY SET SCREW IN BARREL, MAIN ENTRANCE AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION. WIDTH 3. DOORS TO HAVE DOOR SCOPE PERMITTING 'INSIDE VIEWER A 180 DEGREE OBSERVATION DOOR FROM INSIDE CLOSET THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE ANGLE OF OUTSIDE WHEN DOOR CLOSED, j FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE EVERY BATHROOM DOOR SHALL BE DESIGNED HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON— REMOVABLE PINS. GLASS IN EXTERIOR OUT DOORS AND ALL GLAZING WITHIN 48" OF INSIDE LOCKING DEVICE OF PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR j TO ALLOW OPENING FROM THE OUTSIDE DOOR SHALL COMPLY WITH A.N.S.i. 297,1. LOCATION AND DETAILS, i DURING AN EMERGENCY WHEN LOCKED' CT` INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH - 4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE SHALL BOTTOM WHICH AUTOMATICALLY OPENS BY TURN OR BY CLOSING. BATHROOM NOTE: _ EXTERIOR SLIDING DOORS SHALL BE PROVIDED WITH TEMPERED GLASS AS SET FORTH BY REACH 2500 P.S.1, COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL AMERICAN NATIONAL STANDARDS, INSTTTUTF'S STANDARD 297 SLIDING GLASS DOOR CON- COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL PROVIDE 'OBSCURE GLASS AT BATHROOM STRUCTED AND INSTALLED SO THA NO PANEL CAN BE LIFTED FROM THE TRACK WHEN IN LOCK WINDOW & DOOR PROVIDE SAFETY TEMPERED POSITION, ACCORDING TO ALUM. ASSOC. STANDARD FOR FORCE —ENTRY RESISTANCE REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS Q GLASS CATEGORY 11 FOR BATHROOM WINDOW AAMA 1303.3. ADDITIONAL TO THE MANUF. LOCK PROVIDE DEAD BOLTS AT MEETING MULLIONS. UNLESS OTHERWISE NOTED. rough masonr ope detail V ° _ )'_m° �- ALL WINDOWS, AWNING, SINGLE HUNG OR HORIZONTAL SLIDING SHALL BE PROVIDED WITH A 5. CONTRACTOR /OWNER SHALL BE RESPONSIBLE FOR VERIFYING REQUIRED &SHOWER DOOR. �. LOCKING DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LBS. APPLIED IN ANY OPERABLE ALL BATHROOMS SHALL HAVE TILE FLOOR & BASE DADE COUNTY DIRECTION, OR AS SPECIFIED IN THE PAN AMERICAN FORCE AWNING TYPE 49 389 F. WINDOW GRADE & FINISHED FLOOR ELEVATIONS WITH RESPECT TO I DIREC a OR OTHER APPROVED IMPERVIOUS MATERIAL. � Q FRAMES SHALL BE CONSTRUCTED SO THAT WHEN FIXED OR LOCKED THEY CANNOT BE REMOVED FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FROM THE OUTSIDE. FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. OVERHEAD LOADING DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED 6. OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING BY PROVIDE THRESHOLD & WEATHER STRIPS AT ~ AT MORE THAN ONE POINT WITH HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO ALL EXTERIOR DOORS. TIE BEAM W { OPPOSITE POINTS A MIN. 5/8". CERTIFIED MAIL UPON COMMENCEMENT OF PROJECT. _J NEW EXISTING W tC .f Z U f` i 16 �- 0 ll PROVIDE 1" CLEAR ® N co L 1 WINDOW FOR WINDOW BUCK N ® U-) 3'- 2 n 12'- 1 011 WIDTH _ INSTL, HR TYP. , 4 8 "x an W/2#5 CONC. SILL i W (n 0 Z W i7) `. t 5� a to - NE EX S I DECKS 3020 9D o al I o 1 111 1 G1 :., �� rough masonry opening detail � / = I' - ®° L!j Q 1 �GJ.1,/CA - --= - - - --- - 8; _ co 5 l _ . 41 4 r — On i_ rr _ 8 = � � M OI 6" bath insulation R —. W (r to ® .; S GI ®8$ W•CL . 4 \ r Bottom cord of mood trusses Z 1 , Cat.II. ": p s T4528 5 8 8 4 to OD T 5 4 tl , 11 Ll 'Z�Z�L, A/ 9 �i 60 = BATH ROOM s — _ m smooth finish painted 1/2" O ■ gypsum wall board on M O 3 "® 61o0k`Up \ r� 2 "xe coot metal channel metal hi —hats @ 16" ox. x ''•Wiridow. 3 UTILITY ' \ N —i at calling height ROOM 0 1 , L .J 8 n 1 4 • smoot finish pointedl /2" 15 -0 M FAMILY � _ gypsum wall board '\ both sides ®r � 2 metal stud 16' o,c. �/ LL 1 sew X N _� BEDROOM CL . � �- O�j KITCHEN W ^ O wH L O. H. 2 "x4" firestoping midheight EL. Service. W Q 1 ti N 8" EL. MTR . !�' 12'- 01 N 4 EL. (n PN L" 200 AMP. 200 A. U W Colonial wood base { — EXISTING RESIDENCE ` � k N 2'x o to cconc sl b �\ Conc. stab (V TO R EMA I. N Finish floor as schedule N ., �� GARAGE `. N _ BATH . DINING . �® PARTITION D To LEGEND. I NTER IOR !JJ •LIVING ROOIM' i Scale:N.T \ EXISTING 8" CM U W - — — NEW 8 CMU WALL U CL. NEW 4 PARTITION. 4428 4428 4428 ENTRY \ � OD N Ott DOOR SCHEDULE. \ : �'� _ Z .� .� . -- i a t a I 2- 8 X 6- 8 POCKET DOOR. D I 2'- 0 a X 6' 8' B I FOLD DOOR . ' CL I WINDOW SCHEDULE Date 4428 7-15-09 131- 8 4 26 '- 10 a I l' - 4 a ZCalall I /4� t1 =I ' 0 Horizontal Rollin Window 37' x 26" MR -3020 H g � t F �a �. � " u u � � � . `D?awn `0 RUEDA H - f� 3030 Horizontal Rolling Window 37 x. 37 ® E D PLO 0 R PLAN. SC . 1/ = I '- o a � � Job �2c�09 . P' Sheet v Of Sheets 24 X 36 PRINTED ON NO. 1000.4 Cl EARPRIN're e REVISIONS BY TOP _ BEAM El El M OD J 4428 BRICKS 4428 4428 4428 < LL F FL EL . EXISTING EXISTING EXISTING _ . — Ex1 NG v GA CE ix —' - 11 ev � Q NORTH ELEVATION. SC 1/ 4" = 1' -o" �N � • � to EXISTING NEW ADDITION. d Z Y) o QWM� 1/ 4' PER FMT -a. a�..�....._ ._._ MIN. SLOPE. TOP BEAM . 0 F ' ��"``w •a., . .._.,.— ....>.........a...a.,• 12 i I lf) I .hT. { 0 C� 1 0 i co _ 9 Q {� 4428 { 23 f EXISTING STONE GRILLE . EXISTING _ I F. F L, M EXISTING- O WEST ELEVATION. sc : 1/4 1 ' -0 " EXISTING A NEW ADDITION. ro _j Q _j W U- Ld NEW FLAT ROOF .. TOP OF BEAM. O 2 � � O STUC00 FINISH L HR -3020• � —' I°`) J 23 - I NEW. CO EXISTING • �,- ..m�.ko . , I i w I-- 4528: 4528 45128 4528.' W HR— 40 E XIST IN G - ' ____ ( .FL.EL . Ld EXISTING _�__ I..� ��._ .�.�a �,_. .-..�� x 0 SOUTH ELEVATION. Sc 1 /4 " z 1 1 -o 11 ® a m� NEW EXISTING � U ADDITION 2 M 1/4" PER FOOT. �— MIN. SLOPE. � TOP OF4 z TIE BEA . 12 ® 54 -60 Date 7- 15-09 I Scale 1/4' � 1 ! 0 1 I HR -30�o � j . .. ® ®... �.... . 23116• �� I NEW 4428 4428 4428. - EXISTING _ b s C�ralan- 0. RUEDA l 1 EXI STING EXISTING °`® F FL EL. ... _.. ._._.. .. _ Job .GRILLE TYP • . y X009 s ..ate— ........ VENT - j_ / � E? N w ., e.. w w 4 Ga �• w . .. . sr�eEt M 11 �� EAST ELEVATION . SC . 1/4- = 1 i' - o ` �f� Sheets 24 X 38 PRINTED ON NO.100GH Cl",RPRINT® ` U m a ,_° • REVISIONS BY -ILL IY� � A � "O�� STRUCTURAL NOTE S ADN 0 1 r SULr NEW EXISTING NOTE �►► • 1) CONCRETE: ALL CONC. FOR FOUNDATIONS SHALL REACH 3000 P.S.I. 1 . COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED O BREAK EXISTING BLOCK FILL W/ CONCRETE � coNc, ra• CELLS & U BLOCK BEAMS SHALL REACH 3000 P.S.I. EPDXY DOWEL 5 c- 24 -C• TYPICAL WHERE MIN. COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE NOTED STARTER COLUMNS MEETS EXISTING CONSTRUC- LID 2) REINFORCEMENT ALL REINF STEEL TO BE A.S.T.M. 615 GRADE 60. T I O N . 3) WOOD: ALL LUMBER SHALL BE No. 2 GRADE SO PINE AND HAVE A MINIMUM FIBER BENDING STRENGTH OF 1,000 P.S_I. ALL LUMBER 16' - o il 2 DRILL 6" a EPDXY DOWEL 2 #5 X 3'- O "( WHERE FIBER CONTACT WITH CONC. SHALL BE PRESSURE TREATED AND HAVE A MIN. FIBER BENDING STRENGTH OF 1.200 P.S.L. NEW WALL FOOTING MEETS EXIST FOOTI NG . TYP) . � 4) STEEL: ALL STEEL. CONNECTIONS SHALL BE DADE COUNTY APPROVED AS PER S.F.B.C.. MINIMUM COVER ON NON - PRESTRESSED STEEL;CAST AGAINST & PERM. EXPOSED TO EARTH ts 3 #5 AT 3 "; EXPOSED TO EARTH OR WEATHER, # 5 BARS OR SMALLER. CORNERS _ 3 # 5 AT NOTE B . PROVIDE # 5 X 60 " LONG BENTS ®1 -1/2 ° ; #6 BARS OR LARGER a 2 ° ; NOT EXPOSED TO WEATHER CO OORNE RS � 1 * 5 1 * 5 I #'5 EXISTING C 0 N .TY ALL INTERSECTIONS _ R E RS , • OR GROUND CONTACT, (SLABS, WALLS, OR JOIST) #11 BARS OR • : I ( W A i , � Q I i I LL FOOTING • .� SMALLER ® 3/4 (BEAMS, GIRDERS, OR COLUMNS) @ 1 -1/2 WOOD DECK °. cII. a ^ _�_ i FOOTING SCHEDULE � MIN. HORZ. CLEAR DISTANCE BETWEEN BARS IN A LAYER: W F 2O + BEAMS: MAX. OF ONE BAR DIA. OR 1 u '' 1 • N @III 3 X 4` WALLS: MAX. OF ONE BAR DIA. OR 1" 14- 8 8 - 3 - i W 81 _ - l .: - - . d• . • _ MIN. VERT. CLEAR DISTANCE BETWEEN BARS IN A LAYER: C ®n C Pad BEAMS: 1" Q M 4 CONC. SLAB �� X 20 QONT. _ MAX. REBAR SPACING (CLEAR DISTANCE) WALLS & SLABS-MIN. ; Q Uj �• I ; Cl — , sC WF— 20 = 12 CONC.. FOC11 NG W/ 2 5 Z , OD W / 6x6 10 /10 W. W. M. �'' `: : MIN. .. - SPLICE TENSION LAP LENGTH IS 12 ESS, OR 18 ". I OVER VAPOR BARRIER OD _ _ SPLICES FOR TIE BEAM REINFORCEMENT SHALL BE A MIN. OF I r. . _ f ON WELL COMPACTED FILL � 36 BAR DIAMETER OR 18 ° , WHICHEVER IS GREATER. � Q 1 _ l Elm FL00 NET UPL 4.0 PSF. SPLICES FOR COLUMN REINFORCEMENT SHALL BE 48 BAR DIA. v `., _z EXISTING CONC 5) MASONRY: ALL CONC. MASONRY UNITS HAVE Existing .8 CM U W ®II . A MINIMUM S . m I SLAB COLUMN SCHEDULE. E . • PRISM STENGTH OF F'm = 1,500 P.S.I. AND SHALL COMPLY WITH (�j 1'n 3: C -270. W n' NOTE ` � � J \�` � � I � � � n � CHAPTER 27 OF S.F.B.C. AND WITH A.S.T.M. C -90. ALL MORTAR TO BE � � �-• � TYPE - S.T.M. 'S' OR BETTER AND COMPLY WITH A N N OD A. T. D. 1# 5 TIE DDWN CONC • FI LLED CELL. GONG, r"t GROUT FOR FILLING CELLS SHALL CONFORM TO A.S.T_M. C -476 WITH �j ® OD A ^ L • C1 -- — r � EX STtN � � I � FROM FTG TO TIE BEAM a 48 O.0 .MAX • � �` .. ; �, A SLUMP QF s tl li 7 + 1 . n O.0 + I ! 1 l I DRILL 3 �" �t 6 6 /e' LEEF H " S IZE AND SPACING MINIMUM B T REGk�IVE DOWI_L6 ANI? 6) MASONRY: REBAR #5 @48 -DAR " (n @ l6 I E XIST IN G W F 2xI0 i I I I S 48 BAR DIAMETERS; MAXIMUM POUR LIFT 4 I SPLICE = = ' ( . • 0 U M N W/4 #5 VERT a oH i� CAP SULIFF _. _ . a. (— I � a cn S C 8 " X 12 STARTER C L i • �" AND # 3 TIES a 8' 0• C • � t�v��t�a�e d e tail - i fox .� -- - :. R _ o� NOTE : PROVIDE TERMITE CERTIFICATE AT TIME EXISTING FOUNDATION PLAN sc 1/4 - I -o OF CITY INSPECTION -- 5/8 CDX PLYWOOD - -- - - - -- - - - - - - -- -- - -- - I 9IIt /8 d SHANK NAIL . e 6 OIL S T .f THE ENGINEER HAS VISITED & OBSERVED THE SITE AND FOUND ALL BUILDING SHALL HAVE A PRE - CONSTRUCTION TREATMENT PROTECTION Nailer. NOTE D. 1Existing THE FOUNDATION CONDITIONS ARE SAND ANp LOOSE ROCK, BY SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED I ---i -- M . 2' Trusses BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES 4X6xM /4 X 16 C -0 C/C • WICK ARE SIMILAR TO DESIGN BASIS. FURTHERMORE, UPON NEW EXISTING.. BREAKING OF GROUND, A LETTER SHALL BE SUBMITTED TO THE SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRECONSTRUCTION SOIL i 2x .� .W /201 /2. KWIKH1LTt• BUILDING OFFICIAL VERIFYING AND ATTESTING THAT THE SITE CONDITI TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. 1 PT_ LL ON ARE SIMILAR TO THOSE WHICH THE DESIGN WA BASED ON. ASSUMED ERG. C AP. IS 2000 RS.F, A CERTIFICATE of COMPLIANCE SHALL BE ISSUED TO DIE BUILDING 2 x 16 16 �= DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAII�IS C� -- -. -- THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE USE NVHTA- 12 BY NU V U E . Uj XISTING S . E�fISTiNG E TIE BEAM TREATMENT FOR THE PREVE SUBTERRANEAN , U TER TERMITE 5B NTION OF O.H.._ ■ 02 � � TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY l TO BE JR D, NEW 5/8 CDX PLY WOOD W/ 8 d SHANllK N.O.A. 08- 0325. THE FLORIDA NEW EXISTING I� DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ! NAIL Cro"0.C. __ _ . EXISTING 8• CBS TO BE COVERED W/ 43 # BASE SHEETS T. C FLA T ROOF' _- COV. W/2- PLY FIBERGLASS HOT MOPPED 2 x 4 BLACK 26 GA MTL . 1 WALL. a TOPPED ALUM . COATING W/2- 10 d nai I FLASHING I' 0` 161-0 t /4" ; PER FOOT. M IN. To Ea/2x6 •h, o• TIE BEAM = 8'k12" C= TIE BEAM W/2#5 . �..® SLOPE 2*5 x 5 - L TOP a BOTT. AND 03 TIES BENTS AT CORNERS . 2' --- S ED- I 26 GAGE MTL . C 12 "O. C • ELSEWH ERE ADD ' r XlST. S TIR WOOD. TY P. 43 TIES a I2 0. c . ADD 2#5 �ON - AVE DRIP. -.. ® Ti ® N ° X 5' -0" BENTS AT CORNERS. _ 3-- 1� _ ADD 2 —5 AN D 3 — r USE N VRT- 20 BY N UV U E . ' e 18 • � DIES DROP, AT OPENING l x 2 P.T. BLOC •, x 6 PT WOOD BRIDGING . N. 0, A. 08 --026. I I . U) Q > cs� STUCCO FIN. FASCIA AT MID_ SPAN . -- ■ XISTING 11E BEAM. W ' 3a � � �• ►�, x 6 WOAD JOISTS 6 16' 0. d• W/ 4= 16 d NAILS TO WOOD. � W J d' �[ 'o x6 P. W d B idgi q u " , I / 2 TH K - 19 CEILING INSULATION . a 6 - 1 /4 TAPCO NS TO CONIC . �� ao CID . • ' ;, : `` PLYWOOD 90FFIT STD HOOK W/ 11 /4 11 PENET. S PAC. L12 " x 4 P. WOOD FI RE STOP. .— ®® id. S . W /INSECT 4"0DNT• END . EDGE' DIST . 2 V 2 "• W 3 _ • : NQTE C I _ 1 SCREENED VENT. I / 2" DRY WALL ON Ix 3 FURRING STRIPS 2. 0 ~ NO D• I "x 12 CONC. TIE BEAM W /2057, 2# 5 B. 0 6 U) c�v a • " „ VERIFY SIZE a I' - 0 ° . AND # 3 TIES C 4 8 0. C. 1 /4x.16 o•h• SPACING. ;i 101'E: FIRST 4;# 3 C12 - Q cV •� W/20 3I " TO 2 x 6 TE C Existing Tie Boom. 2- 1/2 WIK HILT EA CORNERS. � B T TO CO • 3` EIM 5/8" STUCCO. ( —1/2" GYP. BD. ON W W - I I x 2 WOOD FURRING STRIPS. ISTING WALL a O 8" CCNC . RICK WALL p 16 O . C • �� X W r � VII/ 0 9 WIRE LADDER C 16 0. C . 1 0 5 FILL CELL a 48 _Mox . Fcn= 1450PSI. U � P �--- �REINF. MASONRY STL. EYOND. 0 - 5 WA N. � u) ® LL INSULAT 10 N W a EW 4" CONC . SLAB. W/ 6'x 6" ® 0) GRADE . a 10 / 10 W.W. M. OVER VAPOR BARRIER. STING WOOD FLOOR. X EXISTING ROOF SLOPE. ON WELL CCMPQC FILL. z I WOOD BASE. 1/2" EXP. JOINT. � � co 0 �• _ l (, VAPOR BAR 1 R . NOTE C . DRILL 6 INTO EXISTING CO NC. BEAM & EPDXY �� a. O FRAMING PLAN SC 1/ 4" = I' -0` DOWEL 2 * 5 X 3' -0 ".TYP. �� o W - ( WHERE NEW CONST. MEETS EXISTING.) �/ ' NEW 12 "x 201 ST EN HOOK ..EXISTING CONC- FOOTING �. CONC. FOOTING - W/2 *5 CONT. WIND ASCE 7 -05 ROOF LOAD CRITERIA. c®oTTi WF.20• EXPOSURE C GRAVITY. -- WIND ZONE 2 UPLIFT - 80 PSF °at® 7 -[5 -09 Kzt - 1.0. o Kz d = 1.0 DL + 10 PSF. UPLI FT -30 PSF. Scale ANOTED Kh= .85. D L 15 PSF ION A - A SC 3/4 1_ TYPICAL WALL SECT V= 146 MPH. NET UP - `70 PSF. = ORUEDA X= 1.0 TOTAL 45 PSF. • • �® ••�••• 2009 INT. FACTOR ± . 18 ZONE lO UPLIFT - 50 PSF . DL +10 PSF. • � � 4 _ • •. <` Of Sheets 0 Goa REVISIONS B1 l ,� , C'a J. I�. U e ► • 4' DIAM, OUTLET WTTN / SCRO L L L � YPE STEEL KITC14E ! OR SQUARE "f)" or APPROVED EQUAL - TYPE MAIN BUS AMPS BATHR04M SERVICE NEUTRAL o ' AMPS 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE "NATIONAL ELECTRICAL CODE'' (NEC) VINYL BACKDRAFT DAMPER BAKED ENAMEL FINISH LIGHT. S MOKE DETEC VOLTAGE 240/120V 1 0 3/W PANEL "A" & THE FLORIDA BUILDING CODE (FBC). MOUNTING : SURFACE : LOCH Lo. . LocATION Garage: ' •- 2. ALL CABLE SHALL. BE COPPER UNLESS 'OTHERWISE: NOTED AND APPROVED. 0 AMPS POLES TOTAL SIZ£•� WIRE REMARKS NO' NO.� GOND TOTAL ELECTRICAL JUNCTION BOX V.A. •REMARKS WIRE POLES AMPS 3, INDOOR-CONDUIT MAY BE °EMT OR RMX. CABLE, SIZE+ V.A. 4. OUTDOOR UNDERGROUND CONDU SHALL BE SCHEDULE PVC. UNDER PAVED AREAS , " sa 50 2• 12000 l Range/Oven f x C AHU t 3 f4 0a 50 2 40. 5. CONTRACTOR SHALL FURNISHED 'ALL . LABOR, MATERIALS AND EQUIP: FOR A' COMPLETE ELEC. •iNST. �'M, 26 GA MTC, DUCT 12o y 30 2 4500 l/2 10 IN ACCORDANCE WITH THE ELECTRICA DRAWINGS AND APPLICABLE CODES , AND REGULATIONS THRU D.H. VENT water � ' BLDG. AN,D ARCH. FIXTURES, Heater s . a ashen I2 1/2 500 S. ELEC. CONTRACTOR TO..000RDIN ATE A L L 20 OUT LE T LOCATIONS WITH SWITCH . ELCT. CONTRACTOR TO PROVIDE EMPTY CONDUITS AS 'READ. FOR TELEPHONE LINES 6c T.V. ANTENNA LINE 510E � s i2 I/2 { 5 l ' 0 7' OF SWITCH 4O 2 3/ 8 AC CV 1 9 t0 ' Dir at B. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. o °� swITCH LEG. tt t� 2 30 9, ALL' LIGHT FIXTURES FANS TO SE SELECTED e�' O WNE R, UNLESS OTHERWISE NOTED. o r o p© PHASE CONDUCTOR 20 � S • ' !S 16 D Ct G Fen 1 �� P DIAM, 9 BLADED 12 or � is roo C 2® , PROPELLER FAN POLYSTYRENE GRILLE NOTE: I5 I/2 G 1s 20 etfrgC . I It I fL 2 DIRECTLY MOUNTED WHITE COLOR, ALIGNED SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE ' , "I"raG it - 21. 1:t TO 1000 RPM MOTOR AND TIGHTENED BY TO A NON SWITCHABLE Kit' N BATHROOM LIGHTING 13 15 SINGLE CENTER KNOB CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE o 23 29 CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT 2 �$ 98 CIRCUIT INTERRUPTER. ALL SMOKE DETECTORS WITHIN �1�21� (;� � + .�l lS .�.°� EACH UNIT SHALL gE INTERCONNECTED. 1 27 29 �• E' �%� car �r3�,�. - r'id� yE °�S S are 2e 30 Js for - - -- smoke detec sy se connection detail 37 30 +F1 0 NTS 47 L!V SCROLL TYPE STEEL U -- -: - - --- -- MMAND WAD. e W - AMPS FFFDFR , "•SSEE LOAD trkOULATON) 10,000 AIG FED FROM � S� CE. NEW EXISTING — - _ j ELECTRICAL LOAD CALCULATION V fox CM A. - GENERAL LIGHTING LOAD N 00 I 1518.0 SQ. FT. 0 3W /SQ. FT. = 4551,0 WATTS a � I I f C0 ®3 I i I 8. - T wo . SMALL APPLIANCE ° uj z U) 3 f CIRCUITS X 1,500 = 3000 WATTS • — 0) BUJ I I C. - FIXED APPLIANCES: Q 2a: CID cL I) DE RANGE 12000 REFRIGERATOR 1500 I 17 EX S I DEC:IC.; WASHER 1500 WATER HEATER 4500 HR 3020 GFI , I NEW I t I DRYER 5040 I � RQ.IOCA'1i01N I f I I GF1 - f Q i HR 4040 16 2? - A L ' i i I� D. - ONE G.F.I. BATHS CIRCUITS W Safe Glass ` DIsC I = 900 WATTS. 398.8 WATTS. z I Cat. I 5 W CL . rr <; 4rJZ 45 g 8 4 2 E . - Now Addition go tt�3.28SC�h°rx 3 � �{ .l. `O H ® ; �� o CONNECTED LOAD LESS A/C = 33356 WATTS 1 � H � 10000 W 0 100% = 10000 WATTS E BATH ROO _ o : REST w @ 4 07. = 13342 WATTS �(H 3: A/C (or heating) @ 100% = 500 WATT ®10Ck up a . ' . uj ' m Wind ow. 3 UTILITY DEMAND LOAD = / 240 WATTS = 1 18:0 AMPS ® 240/120 V SERVICE SIZE T 200 AMPS 2A OEM Egt ..�� ROOM 1 HH Eyisto Now QExIst. �% 27 FAMILY , tDtlst. i �st.. r 20 IS , Z oD t8 1 , - _ t. 5 -7 t,n 7 Pn X N BE � I CL . 0 KITCHEN r o EXIST. \H ti t8 0 �IIH �' H . U.G. ELEC. 1 S® t:7.. SBrviC ®. SERVICE CD i 2 e RGC ABOVE METER 3 `" 2 / 0 THW Cu W l N HH �..�., t1�TR • IN 2 CONDUIT `�M 10, 20 200 A. LLJ f ! E.P. A/C DISC. EXISTING RESIDENCE CC 0 2. TO REMAI N . F GARAGE. S D D'tse AC #4Cu 200 AMPS. NOTE: C6 Q t0 TO CWP ELECTRICAL INTERRUPT RATING BATH . DINING 4Cu PANEL CAPACITY SHALL BE ®l IN Y� CLAD P V "o 120/240 V 10,000 AMPS AS NEC N (2) 5/8 "0 x 10' COPPER C 10 3W 110• -9 uj ELECTRICAL GENERAL SYMBOLS: GROUND DRIVEN RODS W /MAIN L I V I I'�IG ROOM (NOT ALL SYMBOLS ARE USED) 6'- 0 " APART D (f) W I � DUPLEX RECEPTACLE � MiN. NEMA 3R iE mo_ C L . CL . �__._._ _ [ DISCONNECT SWITCH 6,_0, U O7 WP DENOTES WEATHERPROOF DEVICE. 4428 4428 .4428 Q JUNCTION BOX �T m 0) EN �� FLEXIBLE CONDUIT 1 V C� 1.A'� , TR Y ® SPECIAL RECEPTACLE INTERRUPT RATING CAPACITY SHALL BE : TV OUTLET 10,000 AMPS AS PER NEC 110 -9 3: Z IQ WALL MOUNTED OUTLET OD ap MAIN CIRCUIT BREAKER exiS ing electrical riser W CNII 8 ELECTRIC METER q t BEDROOM . � -- - $ ELECTRIC SWITCH - - 11J SECTION 210 -12 .REQUIRES AFC1 PROTECTION ON ALL BRARCK CIRCUITS a& RANGE OUTLET SERVING 15 AMP AN " 20 SINGLE - CEILING LIGHT OUTLET �' O f PHASE 125 VOLT - R €�PTA£tES IN RECESSED CEILING FIXTURE DWELLING UNIT BEDROOMS ED HEATING LAMP 4428 -15 -09 4 TELEPHONE OUTLET Date • ELECT. PANEL Scale 1 /4 °1 = L0� 1 Q (^ H © GARAGE OPENER c` brawn 0 RUEDA E r. METER �Jub P'ROP'OSED FLOOR PLAN . SC . 1/4" = I' -o" a HIGH HATT LIGH � � � 2°®9 . ND H.H. r: • 'Shut Ep=* ' Of Sheets 24 X 30 PRINTED ON NO. 10006 CLEARPRINTO l ip j REVISIONS Sl i INTERIOR PARTITION WALL CONSTRUCTION PLUMBING NOTES NO CHROME PLATED ACCESS COVER WITH CONTRACTOR SHALL VERIFY EXACT LOCATION AND SIZES / � 1) ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE CLEANOUT PLUG JOSAM 58890 SERIES. SILL COCK �/4" CAULK WITH ROOF MASTIC RE UIRED. W THE LATEST HOSE BIBB OF ALL EXISTING LINES AND EXTED AS Q EDITION OF THE SFBC CHAPTER 46, LOCAL ORDINANCES AND IN COMPLIANCE I I PIPE SIZE WALL SIZE COUNTERFLASH{NG CAP 3 - VANDAL PROOF SET SCREWS. W /THE FLORIDA ENERGY EFFICIENCY CODE FOR BLDG. CONSTRUCTION. .. ,. BACK FLOW. PRE— NO JOINTS ALLOWED UNDER SLAB FOR WATER LINES. 3" 4" REMOVAB� �N LEAD FLASHING WATER PROOF PERMASEAL WATER LINES 2) CONTRACTOR TO VERIFY AT SITE ELEVATION AND SIZE OF ALL CONC, SLAB 4" 6" WATTS MODEL 8A' STEEL REINFORCING BOOT WATER AND SEWER FOR CONNECTION OF NEW SERVICE EFORE ROOFING SIZE AND GRADE HORIZONTAL DRAINAGE PIPING 2" AND INSTALLATION OF ANY PIPING OR SEPTIC TANK. CONTROL VALVE SMALLER 114" AND 3" OR BIGGER, 1/8" SLOPE PER FEET, TO DOMESTIC STRUCTURAL MEMBER 3) UNDERGROUND METAL PIPING SHALL BE PROTECTED W/A COAT OF COLD WATER ANGLE IRON BITUMINOUS COMPOUND BEFORE COVERING BITUMMASTIC OR EQUAL. 1 SUPPLY BOLT OR SCREW PROVIDE ANO- SCALD. VALVE TO THE BATH. TUBS, SHOWERS, V V 1/2 U BOLT TO STRUCTURE SINKS AND LAVATORIES. 4) PROVIDE SHUT -OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND ° d' SANITARY OF WASTE PIPING FAUCETS W/ HOSE -END CONNECTION. g REO ' . pose 1 • et a 1 PLUMBING LEGEND 5) ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER W /AIR � ' -- ----- . CHAMBER OR SHOCK ABSORBERS AS INDICATED ON PLAN. w all cleanont detail 6) VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH W /LEAD OR SYMBOL DESCRIPTION CONNECT TO EXISTING VENT SYSTEM. I H • SAN SANITARY LINE � � 7) PROVIDE CONTROL VALVE. TO ALL MAIN ENTERING THE BUILDING RISER, VE NT T H U R O OF NO SCALE VT VENT LINE BRANCHES, GROUP OF FIXTURE, AND TO EACH PIECE OF - EQUIPMENT. � � Clni COLD WATER LINE 8) PLUMBING FIXTURE SHALL BE (AMERICAN STANDARD) OR APPROVED EQUAL, CIO a: HW HOT WATER LINE ALL FIXTURE TRIM SHALL BE CHROME PLATED, FIXTURE SHALL BE PROVIDED • 0: NEW � � EXISTING 1 -- —�- .. .. =-- ._ --_— — CD CD W /SUPPORT HANGERS, ETC- ww CONDENSATE LINE • F ti GV GATE VALVE 9) WASTE LINES TO SLOPE MIN. 1/4" PER FT. UNLESS OTHERWISE NOTED. - U 3 N F-, ¢ FD FLOOR DRAIN 10)PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE ®N 00 I 3 PIPING, AT EVERY CHANGE OF DIRECTIONS, AND -AT BOTTOM OF STACKS, CLEAN • N I0 HB HOSE BIBB OUTS LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO ®� t CODES. W z FINISH AFF ABOVE FLOOR Z) # i 3 I I 11 ) FEED PLUMBING FIXTURES W /TYPE "M" COPPER ABOVE GROUNG AND Q W K 3 ( TYPE L COPPER BELOW GROUND. < M CL VTR VENT THFtIJ ROOF 12)ALL SANITARY WASTE TO BE PVC SCHEDULE 40> EX S I l k= ECK ; HR 3020 i 13)CLEANOUTS SHALL BE PROVIDED AT THE BASE OF ALL STACKS AND ALL k I BLDG. • DRAIN OUTSIDE THE BUILDING WALL. : NEW TION ' I - f ` 14 NO SOLDERING JOINTS BELOW THE SLAB. - g}{ UP TO FIX_ T. HR ® ) r ` `� I 15)ANTI SCALD PREVENTATIVE VALVES REQUIRED FOR ALL SHOWERS AS PER 2. 3 Y - I - } W � _ r ®f8 GIOSS ` fy z to ®t.11 W.CL.. rs o . ' L,AV- I •' 2" VTR. rl"� 45 28 45 8 $ 42� f go 16)WATER HEATER AS PER TABLE 46 -N -8 SFBC. WC 3" l f !M 17)2" MIN, DRAIN UNDER SLAB AT MIN. 1/4" DROP. C _ _ TH ROOM -._ way v+ 18)ALL FLOOR DRAIN SHALL HAVE TRAP PRIMER TO PROTECT T SEAL OF THE s - Block up N TRAP. Window, 3 y ' UTILITY p 3 J % --- -•-'OM 19)PROVIDE 1" RESEAL LINE FROM WATER SUPPLY TO EACH FLOOR DRAIN. 314 �► I/2 UP T /1 1 14 TO FIXTURES ! 20)ALL PLUMBING PENETRATIONS IN FIRE RESISTANT RETED WALLS, PARTITIONS, ' F FLOORS AND CEILINGS SHALL BE FIRE STOPPED W /APPROVED FIRE STOP FOAM. ®. E x Ist ing ■ z Service to be 3/4 ®dow (Existing 54GIs. Comacted to Wood F!QOr. E WH . - — X 04 New BEDR CL. __ -- -- -- O0 KITCHEN 3/4" PIT REl,1EFLIN W W 3/4 _ - _ _ _ Z �--= - _ _ W OUTSIDE BLDG AT 6� A FG CW , -- - - - --�. , O. H. J ®! Q { Fied Verify �_ 3/4" Below 5 �, 4 ■ EL. Service. � 11.1 J � N Exact Location ,� .-� Wood Floor. Z �__ � , • q EL. EL.. [1r1'tI4 . � LL. 3/4 CW UNE PN L . 200 AMP. O) TO EWH 4" � � � SERVICE A ND 200 -. U W I, EXISTING RESIDENCE f - TO REMAIN. U) GARAGE. AC 06 Q ii N BATH. DINING UJ I LIVING ROO 3/4" THICK (MIN.] PRES. RELIEF VALVE w Ld .PIPE W /AIR GAP FITTING ® � TO OUTSIDE OF BUILDING SHUTOFF I-- C L• CL. & DISCHARGI. d "ABOVE VALVE U GRADE Fm (30 4428 4428 442$ l N OTE:' HEAT TRAP PER UNtO ENTRY r l .Ej-TU R E G - O N N E GTI O N B O H E D U L E ENERGY CODE UNION ®C . - ALL SAN1TAiRY PIPE21 /2'Yd OR SMALLER "'� Q SHALL RUN @ 114'SLOPEPER LIFT. 3 " AND LAR10 R @ 1/8 "SLOPE PER L.R. HT WATER O 1N -LINE WATER WASTE& SOIL WATER (A� PER TABLE 604,5) TANK, WATT$M DEL ILT - �_ N I AS PER _ SUPPLYLINE -� OR APPROVED QUAL. ( A S COLD HOT N OT E : �• •. (WHENAPPLIC BLE) C4 N WATER CLOSET 3" 1/2" � - - , Y ® L ECTRIGAL ALL TUB AND SHOWER SHALL BE JUNCTION BOX (n n B I 2" 112" 1/2" . ANTISCALD!iNG VALVE ®11Gi °�(TYPICALJ ELECT. CONN. 4 BE DR OOM . WHIRLPOOL 2 SAN. SEWER. 1/2" 1/2" - RAB PLATE SHUT -OFF � " NO �-1�: VALVE. z TO SEPTIC TANK, B(DEl' " 1/2 I 1/2 FOR COLT. SEE 1 -114 LAVATORY ' 2 ALL VTR SHALL BE OFFSET CW SUPPLY O SITE P!. A N 1 -1/ " 1/2" 3/ L A MIN OF .4'-0" FROM FIRE LINE ' ! KrYCHEN SINK 1 -1/2 11 1/2 1' 1/ 11 1/2 1 ' SEPARATION WALL, ELECTRICAL ACCESS PANELS ' DISHWASHER )"hose -- I I /2" / -DRAIN VALVE 44 $ shut CLOl ES WASHER 2" I /2" 1/2" NOTE: f CONNECTION Date •fi-15-09 ALL PIPES TO DISCHARGE WATER HEATER 1 VA I n t PAN (OMIT ON - ' � Cone. H044 1/2" - - . " MIN. 12" FROM STRUCTURE GROUN FLR,) Scale 1 /4 ' = I , - C VA Bo X , EXIS°RNG 3 /4 CW LJ NE , FLOra?I? DRAINS 2 "MIN. 1/2 - - Q RU E DA `� Drawn PLUMB S ERVICE FROM ME1"ER. ®.) , '. SHO ER � � 2" 1/2" I ' 112" NOTE 1 1 0 MIN. ` ALL PLUMBING WATER DEVICE PAN DRAIN � Job REFRI 2009 PR F 11 P L A I� SC 14 ■ = I '- O " GERATOR 1 /2" ' . PROVIDE SNUTT OFF VALVE PARALLEL TO P &T RELIEF N61E, PRoVIDEANTI SCALD VALVE C 3n68i Sxo.WER AND TUB HOT WATE H EATER D ETA. I . fir 33TE; ALL. TR S HAI. 9E C ONSISTENT W/ FIX'F4�RE OUTLET _ __ fS - - - -- - -- - - -- -- . . ---- �- ____ -- - .. t Od Sheets 24 X 36 PRINTED ON NO. 1000H CLEARPRINTO + tl1 iCC L C ENSING UNIT (2) 1/8" STAINLESS STEEL GABLE TIE-D01�lIv A.C. GENERAL NOTES. �. �•' -- ��.�• �C ��'��° WIRE 90° FRQI41 EACH t�THER TO tMTHSTAND 1. THEWORI�"HAris - • � o u N �� ' �. - _ HURRICANE WINDS (TYPICAL.) SECURE CABLES o 10 B D ONE DER THIS HEADING INCLUDES THE i TO CONCRETE PAD USING ANCHOR BOLTS AND FURNISH OF ALL LABOR MATERIALS. EQUIPMENT PERMITS FEES INSPECTIONS TESTS INSURANCE. ETC. REQUIERED FOR THE . DESCRIPTION :r AI�UF NO . R REM ART/ TURNBUCKLES FOR MAINTENANCE. OF THE AIR CONDITIONING SYSTEM SHOWN ON THE DRAWINGS AND OR fvifiRK MOD NO. ACCESSORIES Si�E (iNx � CFI RANGE LISTED BELOW. TlTUS SUPPLY SIDEWALL REGISTER OPPOSED 2. VENTILATION DUCT WORK SHALL BE GALVANIZED STEEL IIVITH GAUGES. • ,� : 300F5 B,l,.ADE DAMPER CAULK LINES VATH DUCT CONSTRUCTION SRACiNG AND SUSPENSION IN ACCORDANCE WITH {)� -15th LINE OF BLDG. t �._ 5X6 AG -15 45' SOLDERED ELASTOMERIC THE RECOMMENDATIONS SETEC�RTH IN � H� LA1 ES i EDITION OF THE AS.H.IRA.E. GUIDE AND SMACNA ( ALUMINUM) 7 SHOWN,?►RE INSIDE :DIMENSIO 1S VERY EXACT LOCA 1 lON OF DUCT WITH $XI? 151 - 0 .EkBt}W- AT BOTH MATERIAL AT SETH STANDARDS, DUCT 81 BORDER ENDS. 'SUPPLY AIR DUCT 1 OX6 211 --.275 TYPE-11 N• GI3N ft PAID - - CONCRETE SLAB 3. FLEXIBLE. DUCT SHALL BE 3TE!~L HEM CA i !Q RESPECT TO S'TIktJCTURE BEFORE FABRI 12} 276 --330 u R GUTA i Et) !N A.CONTiNUpU5 SQFT VIN1 FiL -JO NED BY. MOt.i<C LAR 33 9 � ' .FOUNDATION ,,,: _ ..�.. 14){6 ; WEL• DING.TO FORM AtJ,A112 TWT.INNER CORE, THE :CORE,18, i O BE IN- ,> , ..'. SI 11w,4''�H.:FiB1;RGiASS €�ISFJLATION (l� {VD'SH�4'CfiED IN A �J 67�~� 381. - 410 , 1 a .. w. ,. .. f �: , e`' : RlINFORC,ED ALUMINlJM ETAL ZE ©P0l S TER V A p B' ---� ° 1 Si7 4 -saa ... WALL CEILINGRVVIaS sPI€� col,Lr�R uir�TH DAMPEIAq Ex FLAGEr a 1 NSW'lYYwl� U NIT YY �LL 2276 i - 501 - N -5!D , SHAL BE=t:?ETE6VDEq oU'i�SIDI It� €ON; iFAN SECTION a. AIE'ONpIrIOtaiNG,SUt?PLYAND RETLIE N DUC WORlG.SHALL BE T- 2�•?C6 541 � -624 VERI AT -. SITE "(R,B MIN) FfBEF2GLASS Ul: E$1 LISTED CLASS I'.AIR DUCT. 1 •i. ,,30A R21 �7 � . - WITH S.M•A.C.NA. 1. PI STAI+IDAiRDS (R TdO LCD eL R-42 IN 0T iCR LEvEI . 27 x8 781 � -940 -R _.':� OPPOSE[} : THE FOR HEATING/ • FR DM" _COND, U ' . T EMF'Ef7ATUR� bOMTE�Qt SHAt.I, t�E A RO0 SUPPLY- DII-PUSER• . , . ° ITUS ��:.. , 3 �-- SL�+f3B'- I A IP.ER PVC' %H.40 PIPE 4W EL19OW COIL: SECTION" I1RA.IN ALVMiI�EI�M)° COOLI WITH S A6E AS RfwOUIREa j 'SXG . : • ��1•�5< � 2 P!i?E' DIA, OVER ; DIA. ,; AG-•• 15 ` OF COPPER TOBINk' I " 6 : ALL IfU'ORK:SNALL.BE CQCiRDiNATEC? WITH s3Tf-IEE TRADE TO AVOID INTER - 7 COPPER REFRIGERANT (=ERENCS;WtTFi; Tail ;PRBGRESS;OF CCENSTR4JGT[ON AND IN S� RlG COMPL 9.X9 ' 1 •3•.0' Y2 t�dA'f:.' BO.RDF -R' FILTER :.. IANCE OORNER. PIPING' UNDER - NEOPRENE 6�AIi� W I TH AL LAPPLIcAeLii CODES ANO."$TAhCiARDS 12X9 2 341. --5Q0 3,= -t>VAY 'i Y'PE 5 . E ANGLE:• II x FRAM 7. MECI AtU(CFtL CONTRAA -TPR SHALL - VI RI UIkECTION', OF EXISTING. -ST-RUC- ' 15 , 5Q 1.:�BQfC t. 154 S11pPILiT :;KITH ''' : i`URf+' BEFCR i TA LA U EEP. [C'S UL ,�. ► ,:. .. , . • .. , . ... - I7 ANY A� COND ; SI TG I� T . M ]ETA L ?i1 7.1NG r, N$ I...Ti .N =,E {F?mENTSANDDUCi �t[OR HO - } EMEl GEN I2x�lCiQI�A BRACING DISCt I PANC.> =S BE FOUND GONTACT.APdHITEGTii- NGINC- R. 1$X 18; Bair . I3RAIhl`: PAN 1 -1/2f Iwtlt�l�. 21?C1 1159 =9Qa ' B ,�1 --LAY ! ERGF_NC B. VIBRATIphI, i . ALt IwCIIJiFMEE�I1'AS PER IVIANUFACTUI�ER REGOM- _ _._ I - ---'"" IMiNA iPMg 1= FROM BtI r2D 2 X2�J 1541 -- 20/3/3.4 VfA N . , ;?` :.; 'a�HU O PALL. ENI ?ATIO�IS.t0EL 'IEAi�IX;EQiJ N�`:t4CIS NG'H 4� FLOOR �' ., E'Ll1A11.;,S'WI�TCH DUN CHlS CONTRAC T SHALL HA �^ rN SAN � " SHU I -,,, D13 A) AL COED PRESSQR MCkTOR4S,ON NEW E QUIPMENT FURNISHE DER vE A ' REI'IJR�t ' UST..-GRILLE. TITUS 350h SQRi ER " � 1 °�'U�9 C TYPE-1 A ': N T l P ITV R PF"O GUARAN TEE Fl nM !]ATE OF START-U tf9 3: 1 Q ALU141W. ' AET 3=YEA . N. • .. AS': ShIOWN ON- [CRAI�VING �.. - _ FVAT� 4 1 B). CANTRA IOFt SHALL GUAf ANTEE.AiwL MATERIALS AND VifORK MANSH t _ �, IF FLEE 0 � I1 ' MNIT-1 C - �•- �--- -. 1!i�l"'�• t ' j a FROM:L1t:FECTS.F4R A'PERIOD OF NOT LESS THAN A YEAR FROM DATE t3F ACCEPTANCE. ;k USE SIZES H N EAGLE UNLESS OIL TI-fI E 4 {ED OTHERWISE WISE _.. S b 10. TESTINP. a A} A4LREERIGERANT HIGRSiDE PIPING TO 300 PSIG. LOW SIDE T0(1503 PSiG. AFTER � � 0 TtSTING..,EVA¢UATr= SYSTEtVI °l;M!~f�CEJRY'GAUGE PRESSURE 1 lITH VAGUIIM' b'�9 PUMP ` hOL' FAR 25 HOURS Wli'!i PUMP OOP E3Rl AK VA,GUUM Wl H I EFRiGERANT. f . r B) RAIANCE A {E2 SY.STE:NLl f:},bELE�! R GZUf�d3ITlESAT EACH, OUTLET WI o • H 6% USING•, . E'�P :c 1 A A B C FROCEf?UE D f3ND T SS7S. SUBt4r91i".AIR BALANCE: T RESULTS OR � �. OD � APPROVAL PR)O'R Ta FIhtAL I1140t6 =€ON. REFRIGERATION, SUCi ION f? €f ?iNG SHA LL B( .iNSULATEDWITH % " iN: C4AFLE .. . 1 ARMAFLEC INSULATIC�IiL.MAY Oi�LY BE USSDIC+� NGN Pt.ENUM AREAS, ;FI�J €SFtED!NHERE ! PCiBEE 1tVlTH 2 COATS` 4F ViCHtTE LA EJtPAINT ALT: A PER MAtVUFAC T URFR "S`€NTRUC- E i �, E ; ION ! a I it, A ALL RIcFRIGERANT PIPING SHALL „l3 TYFE: "K':t- tAR43,.G4PRER' T`QGETHER WII ]. • ' i � ` 3 ! WROUGHT' COPPER SQLi7EE FIT' INGS ;JOINTS SHAi. I3E Br4A47E WITH:SiL 40 TYPE II 1416H IMPACT - N EW ," " . `. """i- .• L �' i Oh' SILT' S: ALL_OQ�VR NSPtT C3RiRlN PlplN.t3 O t E SCi IEDUI:E' E t � . R�ECC�►°t`II '. � ' 3 '• P1lCVIlI THSLIP?J, Ci1N�' r= t' i' TINGaF�`[ �ESAM�. EIr�RTI^ I�lAt111t1 'I`i•IA�f.APPRODSQLV!^NT ° 5 o I S i HR ;4034$} {Ns rAl,l.E NG MEANU A S i J t. :�L. . i +fi ° 0 Lu Via, $3 . 1 I1 • i 111 {( r 111 p� tl0. n. V to $s� 1Trie�! t' AI - iU 1 � . i AHU -- �y/ pp �� gg � •yi�� p,�e��`p��gpy.y]� • I ' € � • iii. ,.. . ., � • � 4.Y6tl - �Y•" NW.I''9J@I�R `� .. . . .. _. „ �P�' Y G�'I/ m/A 1 00.0 CFNl - ,. �0 I P -- UT1 LITY SENYI3LE ,IrAPe , IIT BTU - y�g+� q p g y p p .. . R... w[71"��3�tl:A �TR.1�� cr M I LY I - i f AIR TEM, CONDENSER 95 F 95 F _ i R TAMP° ENTe.; EVAI. DB. /WB s�,r��. so /s� OF Dwr:p. i l� � Y 7 COND m1p Tae A ` SEDROOmi at �L,. E K E ill ° ' c , Cpf MAX. FUSE 60 �0 , EL rvice • E a . �i5, Hi'° � GE, >PD� 23QV/1 23OV/10 ASE M1 : E I j !� i 7 Amps D�Ia SING 4�NIT MODEL ��N@D 9�9 _ € i � �Q4 A Ad► 9�6� Q9° I�GIDE&... pppppp :. ±aaa'S� Z ils MANUFAET _ C ° `� � � s <� UNIT TYPE` �a REMAIN. I H�EJ �' w ATIa�E� CAP , 0 -SEER E _ y t , : • 5 13R EEIZ 9 g- _ I . i 2'.. CONS - ' a • - IGriIL .- TO f '.', t �" G A AG 10 . x a • P.Y. INSECT sci��E�rv: a ! ro c F 1 Q�l I $"�'1N WOOD NAILC-R 1 E -XHAU$T IauGT 2i�, RE TYPE R-22 AG ►A��IU A, s _ '3 FI AS LING COU • i I - ,...•I: Raf, Liaes WOOS: P.T. Me -- - S, DINI i I N REF RI.G&ANT w�HARGE� � i Q G :" ' Wood 2' X. b " P . 2 PL FLASHING • 8 9 - �p►`� $`�`.,aH!� EIGHT �, 1 -,,. whoa >� -- - -� �- RAN NI 'tb ' E�UILT UP ROOF' AHU ME�I I ONS> ( Hxy*l) 35 "n25' ° x22" 35 "x21 ' ° x22 ° ' LIVING ROOD CONED.: UNIT':.VEIGHT "� LBS. ) f - - '. «:� •�i1`�,fr.. +y �M1{, ",''�,rY �3; 24ci p�.,o , yi; - - I'1?�.9v - �I _ .. CI7N31 � IbII�4ENS� ®NS d 7c i � _ - . iy. - �'° ° 7S!ii �'ti• ^f „•),S.,r +tY - � t <`�,•r^. .,.' �, � 'L' ,G.' , . �,.. + w•�'•`�». ��y , 1 ' .. I L ,:.� ONCRETe SLAI3 - ter. -• . _. . C , 28 442$ 928 _ �G �, - X UPFFE QtrdGNME =tIt PE `! IdX:;EACx ir<2i /:!°l:C�'; =00T. GUGT GEt4LI =E AT 45- ra SMfAGNA ' , {SIlTWeEt�t 5l1f�iFGRT IFOIN ?°r` KEa, t i f;LES ^T6bE 1'A ICEO`rr t?t�fa0I11 EDEL,Lr1ourN CoC7LLAR i'i�`,5�y EI1t'1. LENGTI� i3ELLMQLtTt -! GaLLdR caNttE= crichE: TO i MGi1t�IT;IM S Dir'C>is� AIR-DUCT q,g �+ '' .•; BT�AI3LE GL ' - mv, MAXIMI: M DI8 O` °�. t L B ED ROOM . mtcaES TD >S?EvICt;',wHE;t t HVAC - .b!t6 i4i :1z Q $ Yl"$ N p D, 25 TNE' INtERt�1ALa FLEX _ _ > ADDLE •• j 9 DtIG (' QI�iL{ Q(lECTAR X '' G 5 �T A MOTE RIv 3 SM , _ . �.._ _ NE fG IZ O M TCN .4D ABL>" CLA1 IR LOCKIIgG VOL -UNS PAMi FIRE' :DAMPER(5� X TI } .�. E SPE . � _ _ F1RE~ •RASF�t} 1~ti.C:LOStlRE X :. -- _ : �r i - GEILII IG. fT .3AR G tB .. SF#4WhlGYp $CARD - _ rr CEILItdG .�►5SE�4BLY x ' SIhiICAR)' L FL 6XISLE DUCTS 91 fA!.L 3E �JNE PIECE AND SMALL ... ;. - • _... SG�E� --_ i 44'2:$ 'SPL IGEl7.1G1 FIRE: ::STQPPtNC.;; AiFv DIS[RTi3tiTIC7t�!! .-. Di= 1!IGE 3i- 1©lltt+l z. EkTEPiD `FLcTLECUCT.ITE5UL�4"CItI�N Ta FAN I19t�.: CFM SP.' I�R. VOL NIIDII =U MPS. ACCESSORIES x - �_ 3�E.D� SUFZE:�iCE'.CIOUNT CfJ - T/DIi�rU5Eh:'`PANEL INSUI:ATIGtbi AND' SEAL W W ' ^ry °^ -~ .^ ` ` "� . o $I1�tIL AR �rsc.. fl HEC $T AN .. > 3•it�a�ur1 t -1/2 tUtE� z �Ai= STRAP HANCI� IbTTWI �11'Sl_ ..1.1J! , F tl EEN LIfG EXF€AU - - - Ir. 5 S -B7 GR NECfhiED;EDCsc6'i - s=4 -S ACNA FIGUFM 3 -1O. - Job _ r ( ' � 4. FLE eI�L>~ AM -DUCT SHALL NG'`f FXCEED B FT. WHEN EXTENDED. $ 115V 1 SP BS0 GRiEENHECK GEILiNG EXHAUST 'FAN -- SL- sow 4ADMO 6TZED;Fcie fiO LmsjHAN- RID.■ 1.0 EF-2 70 © I . P R 0 "Ell"J" F VLAN Sc • p U o �.`.Fl 3C;i?UGT HAt�lG(:FC 5TRA1� SIZE, $HALL BE MINIMUM 1 -112 T: f r q { , - 8114:. ': C'IaISE iVHECG+ CEIL @N 13.- EX . AMID MAXIMUrt SUPPORT:,4T �' :Tt dF'. SPAC EF-: 3 140 D.25 115V/1 FAN r=te i ... r Qf J • N.T.S.. • sax :s� ��I;�r66n �r� r�o. _an.x ct.�aaai;�� MAXIMUM D/8 oFFSE J CORNER rr��ttr�t T p t� /� REVISIONS BY AIR. D1rJ 1 R L C7U L �VN S CHEDULE CMaENSING UNIT (2) 1/8 STAINLESS STEEL CABLE TIE— DO'Olvi A.C. GENERAL NOTES. WIRE 90 FROM EACH OTHER TO WITHSTAND REHABS/ " HURRICANE WINDS (TYPICAL.) SECURE CABLES 1. THE WORK THAT IS TO BE DONE UNDER THIS HEADING INCLUDES THE DESCRIPTION MANUFACTURER TO CONCRETE PAD USING ANCHOR BOLTS FURNISHING O ALL LA MATERIALS. EQUIPMENT PERMITS FE MARK AND MODEL N0. ACCESSORIES INSPECTIONS TESTS INSURANCE. ETC. REQUIERED FOR THE - COMPLETION TURNBUCKLES FOR MAINTENANCE OF THE AIR CONDITIONING SYSTEM SHOWN ON THE DRAWINGS AND OR SIZE (iNxIN) * CFM RANGE � , V SUPPLY SIDEWALL REGISTER TITUS OPPOSED LISTED BELOW. 0--150 300FS QLADE DAMPER CX6 LINE OF BLDG. 151 -210 CAULK LINES Wlili 2. VENTILATION DUCT WORK SHALL BE GALVANIZED STEEL WITH GAUGES. (ALUMINUM.) AG -15 ELASTOMERIC DUCT CONSTRUCTION BRACING AND SUSPENSION IN ACCORDANCE WITH 8X6 TYPE -1 45' SOLDERED ELBOW AT BOTH MATERIAL AT BOTH THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF THE A.S.H.RA,E. GUIDE AND SMACNA 10X6 211 --275 TYPE -1 ENDS ENDS SUPPLY AIR DUCT STANDARDS. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS VERY EXACT LOCATION OF DUCT WITH 12X6 276 -330 CONCRETE PAD CONCRETE SLAB RESPECT TO STRUCTURE BEFORE FABRICATION. 3. FLEXIBLE DUCT SHALL BE STEEL HELIX WIRE ON 718 " CENTER. ENCAR 14X6 , 331 -350 FOUNDATION OULATED IN A CONTINUOUS SOFT VINYL FILM, JOINED BY MOLECULAR WELDING TO FORM AN AIR TIGHT INNER CORE, THE CORE IS TO BE IN— 16X6 381 -410 F :. • SULATED WITH FIBERGLASS INSULATION (R,6) AND SHEATHED IN A 18X6 410 -500 WALL REINFORCED ALUMINUM METALIZED POLYESTER VAPOR BARRIER JACKET 22x6 501 -540 IkMQDE ° CEILING PROVIDE SPIN COLLAR WITH DAMPER AND EXTRACTOR WHERE FLEXIBLE O �' 24X6 541 -620 PAD (TYPJ LL 3ox6 szl -7so SHALL BE EXTENDED OUTSIDE INSULATION. d V AT FAN SECTIGN A/C UNIT WA 4. AIR CONDITIONING SUPPLY AND RETURN DUCT WORK SHALL BE 27X8 781 -940 1.'1z " (R.6 MIN.) FIBERGLASS UL. 181 LISTED CLASS 1 AIR DUCT. m • � ' DUCT WORK SHALL BE FABRICATED iN ACCORDANCE WfTH S.M.A.C.NA. Q REFRIGERANT PIPES STANDARDS (R.6 TOP LEVEL R-42 IN OTHER LEVEL). SUPPLY DIFFUS TITUS TDC -AA OPPOSED FROM COND. UNIT 5. TEMPERATURE CONTROL SHALL BE A ROOM THERMOSTAT FOR HEATING/ U. 6X 0 -175 (ALUMINUM) BLADE DAMPER PVC SCH PIPE @B =2—WAY AG -15 2 PIPE DIA. OVER DIA DRAIN 9X9 176 -340 45' ELBOW COIL SECTION COOLING WITH STAGES AS REQUIRED. BORDER OF COPPER TUBING OFT COPPER REFRIGERANT ' FILTER 1 S. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTER- Q 12 12 341 -500 O =3 —WAY TYPE - PIPING UNDERGROUND ~� NEOPRENE PADS FERENCE WITH THE PROGRESS OF CONSTRUCTION AND IN STRIC COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. 15X15 501 -800 _ t. ANGLE IRON FRAME 1 SX 18 $0 1150 — N.T.S EMERGENCY DIAGONAL BRACING IOUNTING DETAIL (EXISTIN X I ST I N G) 1 DEEP SUPPORT WITH 7. MECHANICAL CONTRACTOR SHALL VERIFY DIRECTION OF EXISTING STRUC- 2--WAY =1 —WAY I CONDENSING UNT •M DIAL TURE BEFORE INSTALLATION OF EQUIPMENTS AND DUCT WORK SHOULD ANY 21X21 1159 --1500 DISCREPANCIES BE FOUND CONTACT ARCHITECT/ENGINEER. . 81 _ . DRAIN PAN 24X24 1501 - 2000 0 _ 1 -1/2• MIN, DEEP EMERGENCY S. VIBRATION INSULATION. ALL EQUIPMENT AS PER MANUFACTURER RECOM. - 0 = 4 –WAY - -_ DRAIN PAN (3' LARGER THAN MENDATIONS TO ELIMINATE ANY EQUIPMENT NOISE FROM BEING HEARD. RETURN /EXHAUST GRILLE TITUS 35OFS BORDER FLOOR AHU DN ALL SIfIIES> NE1N PROVIIIE OAT' SWITCH FL 9. GUARANTEES AS SHOWN ON DRAWING (ALUMINUM) TYPE -1 : EXISTING STI NG A) ALL COMPRESSOR MOTORS ON NEW EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL HAVE A A/C UNIT UPON' ACTIVATION FROM DATE OF START-UP � • . IN PAN TO SHU DAWN 3 —YEAR PRODUCT GUARANTEE / M X • . ` USE SIZES SHOWN ON THIS TABLE UNLESS NOTED OTHERWISE _A Tl t UNIT MOUNTING DE LU ' B) CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK MANSHIF FREE O N T t IL, ( E X I ST I N G) . FROM DEFECTS FORA PERIOD OF NOT LESS THAN A 1 YEAR'FROM DATE OF ACCEPTANCE. N I — 10. TESTING: U-) � ` ` I A) ALL REFRIGERANT HIGH SIDE PIPING TO 300 PSIG. JZ LOW SIDE TO 150 PS1G. AFTER i W TESTING EVACUATE SYSTEM TO 28 /o MERCURY GAUGE PRESSURE WITH VACUUM U) I t , PUMP. HOLD FOR 25 HOURS WITH PUMP OFF BREAK VACUUM WITH REFRIGERANT. • — M ZW I a I ) BALANCE AIR SYSTEM TO DELIVER QUANTITIES AT EACH OUTLET WITH 5% USING Q, I A,.A.B.C. PROCEDURED AND TESTS. SUBMIT AIR BALANCE TEST RESULTS FOR Q„ I { j APPROVAL PRIOR TO FINAL INSPECTION. CD 11. REFRIGERATION SUCTION PIPING SHALL BE INSULATEDWITH % 'IN COAFLEX ARMAFLEX INSULATION MAY ONLY BE USED IN NON - PLENUM AREAS. FINISHED WHERE _ s E X S DECK T ON OSED WITH 2 COATS OF WHITE LATEX PAINT ALL A PER MANUFACTURER'S INTRUC- HR 12 3020 . � I � � I � _ . ALL REFRIGERANT PIPING SHALL BE TYPE'K' HARD COPPER TOGETHER WITH . NEW WROUGHT COPPER SOLDER FITTINGS. JOINTS SHALL BE MADE WITH SILVER SOLDER FtE=1 t0N 1 OR SILFOS. ALL CONDENSATE DRAW PIPING TO BE SCHEDULE 40 TYPE 11 HIGH IMPACT HR 4040 1 I PVC WITH SLIP JOINT FITTING OF THE SAME MATERIAL WITH AN APPROVED SOLVENT INSTALLED IN A MANNER RECOMMENDED BY THE FITTING MANUFACTURER. a 'I z o Cat. N Glass W.CL . b 4 " Exh. Dryer. o Neer 1 x �. 4528 45 8 8 4 2 i ; M EF,• I A 1 0o c j f / SCHE ( E XISTING) I I Ira -- One Setof lines Refrlg. I I ^ _ BATH ROOM _- DN of Wood Floor. ? I ir UNIT NUMBER AHU -1 AHU -1 uj Bloc up C 'SUPPLY CFM/ O/A CFM 1000 CFM - - ~- m , Window. I 3 UTM ITV j ROB.. S IE CAPACITY, BTU /HR. _ 0 Y . •I't:ITAL CAPACITY, BTU /HR. NOTE: 1IFATER CAPAC I TY (K. W. ) FAMILY_______._.. 5.0 • CONNECTED FLEX13LE ®. It HEA MODEL 6 0 TO MAIN PLM. - - Vc SU AS INDICAED ; AIR' TEMP. CONDENSER 95 F 95 F z OF DWGS . AIR TEMP. ENT. EVAP. , DB /WB 80/67 80/67 CHEN COND. M. C. A. 38 24 x N BEDROOM 0 CL. -� WH . W 00 ; 0. H. COND. MAX; FUSE 60 40 � Q EL. Se rvice . EVAP. MOTOR HP. 1/2 HP 1/3 HP U J _ N """"" EL. EL . MTR VOLTAGE, PHASE 230V/1 230V/10 1 " L ' j 200 AMP. �. —� PN L `Tjl� ®48aI(�� „ Cr U) 200 A. U � A. H. U. MODEL °tWE040C14 := 1It Q O MANUFACTURER tRANE.(Am r(conStondo ) �-- EXISTI NG RESIDENCE UNIT TYPE ' � U) 2" COND. t TO REMAIN N . 1 EXHAUST WEATHER CAP GARAGE. SEER O R EER°. 0 SEER LINES. 1 F.Xt3't'1 —) 1 W000 NAILER I /� INSECT SCREEN:TI,��OIL�T ,j�/�1 pA.t�y� . AC ;A / EXHAUST DUCT, 2 REFRIGERANT TYPE f R • 22 0 Q j�c Ref. Lines 2' x 12' P,T, I METAL- COUNTER BATH SAMER DN of Wood DINING WOOD FRAME - �^ , FLASHING REFRIGERANT CHARGE(LBS.) J N TRANE Floor. CANT STRIP 2 X 6' P.T. 2 PLY FLASHING WOOD PLATE _ AHU WEIGHT (LBS.) ui COMPANY r BUILT UP ROOF AHU DIMENSIONS (HxW 35 "x25 "x22" 35 "x21 "x22" LIVING ROOM .� I U) L J COND. UNIT WEIGHT (LBS.) 0 � d � ;:�;•i {:L . =�? ti!: h�74,;'+14�j'•:, i�.i ' ° ;'t' r ,�Ji � ': ", rI tilt U ) CL . G••• ,; ::, :;; ,f '` ��`� �•' +: ;. COND UNIT DIMENSI ®NS (H W 4'428 4428 4428 � � COt iC RET E SLAB 0) ENTRY - Q � z AUST' E-AT k EX AIL • � 1E R CAP ET �, j �A_ j UPPER ATTACHMENT PE MAX. SAG 1/2" PER FOOT SMACNA. BETWEEN SUPPORT POINTS DUCT SEALER AT 45• •r• ,,, u.„ . FLEXIBLE DUCT V -O" 45' TAKEOFF OR ROUND TAKEOFF OR ROUNp BELLMOUT14 COLLAR Cn t•1Axii °tUM LENGTH. COLLAR U) BELLMOUTH coNNECtiaN To MOUNT IN SIDE OF Y AIR DUCT. HVAC; . 'a�eTABLE CLAMP. uj BEDROOM. ALLOWED IN LAST D�� z HYAG riEB M REQ S YES No i INCHES TO DEVICE WHERE o DIAMETER D 25 THE INTERNAL FLEX ADDLE DUCT SMOKE DETECTOR X NECK SIZE TO MATCH SEE NOTE No. 3 ADJUSTABLE CLAMP. LOCKING VOLUME DAMPER FIRE DAMPER FLEX DUCT SIZE S) X INDICATED. DUCT SEALER (IF REQUIRED AND SMOKE DAMPER(S) X . � IN5ULATE TOP PANEL OF SPECIFIED LATIN DIFFUSER ON PLANS). FIRE RATED ENCLOSURE X — r... **'' ..,. ��...w� ,.... -._. • -' FIRE RATED ROOF/FLOOR X' CEILINCs (T -BAR NO TES: Date CEILING ASSEMBLY X SHOWN GYP BOARD f ,• 7-15-09 4428 SIMILAR) L FLEXIBLE DUCTS SHALL BE ONE PIECE AND SHALL 4 p MOUN FIRE STOPPING X AIR DISTRIBUTION— NOT BE SPLICED TOGETHER _ Seal " ® % DEVICE SHOWN t X SURFACE MOUNT 2• DUCT/DIFFUSER PANEL INSULATION FAN NO. CFM SP. HP. VOLTS /PHASE MODEL MFR. ACCESSORIES AND REAL WITH G " � SMOKE CONTROL' 1 �4' "I I -O SIMILAR MASTIC. WEl M ECHANICAL 3. MINIMUM 1 HEMMED E 0.25 AU " bra O RUE DA ES PER SMACNA FIGURE 3 -i0. ` WIDE, 26 GAUGE STRAP HANGER WITH SIMILAR 50 " 1.15V/10 SP -870 GREENHECK CEILING EXHAUST FAN .h -- 4. FLEXIBLE AIR DUCT SHALL NOT EXCEED B FT. WHEN EXTENDED. N N ELBOW RADIUS SIZED FOR NO LESS THAN RA:) ■ 1.0 EF -2 70 0.25" 115V/10 SP -880 GREENHECK CEILING EXHAL411 SAN G -` PR OPOSED F LOOR PL AN SC 1/4 � 1' - 0 5. FLEX DUCT HANGER STRAP SIZE SHALL BE MINIMUM 1 -1/2" c i AND MAXIMUM SUPPORT AT 5' INTERVALS OR SPACING. EF -3 100 0.25" 115V/10 SP -8110 GREENHECK CEILING EXHAUST FAN' Sfieet� FLEXIBLE DUCT TAK DETAIL F: N.T.S. _f Sheets PAM 24 X 3B PRINTED ON td0. t000H CLEA.RPRft * i t Ml- - 1. 1 k 5 " ".. `� L)EPAI t �:� �1Tl 4xIZON�s•Ec Cr"i.tu }4JRCES. MAf`41��i!'ti�.z S.itY EN k Uj S IGNATURE DAT = I// 10 Q. r I v g jj R,6 �N 4! - P i i JUL S R a R A pk V wv M AM" ADE COUNTY HEALTH pEPARTMENT PERMIT 0 - CATE:�. a;; j SUBJECT TO COMPL{ANIC;E WITH AL FEDERAL i STATE AND COUNTY RULES AND REGULATIONS r I ! ( I I ' I II 1 1 �I I II I III II I I I II I� III I I III I I II II I I I III �II `�_ Derm Number: 2009 -0901- 1202 -0019 Contact Name: RICHARD CR- ISWELL Q ' Contact Phone: (305)448 -2764 - Folio 11- 3101 -017 -0060 Project ,Name: RESIDENTAL j Date Received: 09/01/2009 c cc , Reviewer fame