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PLANSPERMIT NO. ADDRESS: _ MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT • SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Sidled to compliance with eft Federal. State. Ca nty,Yetlage rotes Ind (egutatlons. Wage tssume no responstbittty for accuracy of(or resutts from these plans. 2. This copy of plans meat be avellabte on buffeting site or no Inspection will be conducted. • JOB ADDRESS • /707 7 /r APPLICANT - PHONE I# > c2 ) APPUCATION t# SHEET OF MISCELLANEOUS DATE 7r 7 f CRITIQUE SHEET COMMENTS (O <.3') f 7 e e-e (J ( / " y ' ' c.� � lC ' s c� (C_ G (C It /(D 4/ 544414 Pi"0 dbl.- L 12p6'' — S &.)6e1d® W3' / ,moo al S a.5 P te¢ pyio c /5/ ln,gip INITIALS '26,C ,) 0‘x J. H. MANUCY, INC. LAND SURVEYOR 4694 PALM AVENUE Suite 203 HIALEAH, FLORIDA 33012 f ) PHONE 821.128! 821- 220 i''..•: \ \ ,1 , it. \ ■ I \ \ \ , , ) \ \ \ \ \ \ 4 4 , s L'... c .'... %. ■ ' "N \ '‘ 1 ; \ \ '` • , ., \ \ .... , /fr N ''1 ',...'e% \ • , • • , , :__4.. , _ • I ■ \ \ \ \ \ \ N \ , k , 1 - \ \ \ \ ‘, ' ‘ \ \ s r • j \ \ \ \ \ \ \ c . 4.r-1 I. ••■••., ,,, . . \ \ ' !>7) e `‘ 6 C .'. '• . 1 . , \ N .,, _ ' • :._ _ .,.. _ _- ..4.--.... .) I • A y. .4 . • ,.-.. ,_•,--.,_ C ,- . , t FOR: HOWARD OBERMAN 4- C Sur vey of Lot c 9, less East 50 Foot and ail of Lo 2O Biock 2 BAY LURF according to the Plat thereof as recorded in Nat Book IA at Page 63 of the Public Records of Dade County, Florida ORDER NO. 12323 F.B. 224 REV. C'EilTIFY that the Plan shcwrt hcrm ieprc a Sznvev made under rny dircetion and aui ('...;1 . to the ht Of and '7` /, AI. Arl'innt.'y Peg. 1..:nat?Sr?.e N'N. 1 1 `,S ■ 32.1.nvy A. Rey. Land Silrecuor 1 State of Florid , [ 1 ,-,...,,, k s ' a ‘,. 1r i; Y ''.- • " iii ■ t.i..., — _,-- * 4 :) .•,'' I •-■.; '; %., '._,., . .1 :-.' u ' ••• I DATE: OCT . , 1975 f_ • v ,, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE /: `. Il 0 Il 8. Ca . 774 @ • [J0 7% V ODCDGJ 9 f a4x got') Nt_RAt_ NOTES For plan layout, deck dimensions, plot plan, schedule!, pool location, ant special deta:Is see Sheet no.2 A 1 swtmmenq pools shoN beor on rock or undisturbed Bond. All walls Oni`_ floors shop be qunited or poured conc. Concrete sholl hove o c Or:'+pres3Ive strength of 3,000 psi mtnAD 28 Boys. Ali reinforcing steel shall be intermediate grade steal conforming to AST td A - 30S. Steep shall be bent. lapped and placed in occordonce wit.'1 the A.C.I. standards and specifications 4 Au poo; .piping shall be P.V.C. Sched.40 and beor the N.S.F. of bpprorol. Backwash shall be to on under pool sump of 100 sq.ft. rein. oreo of washed drein rock, town errigotcon, waterway, etc in accordoncewith local ordenonce. b. Disposal of pool water shoe conform to Sec.5004 of the SFac. Surfoce gro5ir q shop confine ponding of pool water Io within lot Tines and such ()coding shall non) persist for more than Ihr.ofter discharge. Grote of Morn Oram shall hove a free oreo four times the oreo of the suction line Waver supply and disposal shalt be inslnlled cn o way io that there is no cross connection with 0 rtnmeshc water supply or water dispoiot system. hfoir ceid Grnt S9►ac,er shrill hove removable screen with o free oreo 3 fires the oreo of the suction line. Cortridge fitter shall hove a filtration rote not to exceed 3G.P.M per sra.4t of filter oreo No bock wosh required. It, Ai: metoltiC conduit, piping system, reinforcing steel, lighting fixtures and fixture housing, metal ports Of ladders diving boards and their Supports shall be bonded together and grounded to common grclunt. The bonding conductor shall not be s maller thonah copper. No O n wiring over pool water. 8 P 'Sf Ra moo° STEPS & HANDRAIL DE TAI L FORMULA AND CHART FOR POOL BOTT. SLAB 7 —Stainless steel handrail.. Pool bottom slob thickness (in ) The soil con'ditioris at th support the site are a dequat e td design load of 2500 psf. Should other conditions or materials be enco untered, nconntered• tho with the work, engineer shall be notified before Proceeding Gtotted ceramic tics B� CVO Pool Top Fin Grode ' NT. 5 1 1 ft FloodCriterco l I Pool Bottom 3.0 1 • 32 -0 20 4 reinf w� 6 °6 - - 10 /IO mesh - / Slope 3Z22: NOTE Min.wcdth of deck -4 =O DECK FOOTING & SLAB D ETA I L POOL DATA POOL CAPACIT 12,499 F ILTER AREA 5Q.FT i.4 FILTRL'1TION RAT E GPM i7.4 BACKWASH RATE GPM { 17.4 TURNOVER RATE lafl. + 12 , PUMP SIZE 1-I2. V 1 Water level TYPICAL POO SECTION S ,, 11 GGnNdti 9 f" 0 c frz 1207 /JO . 92 "'' ST .MI I / . r 4 1 S Re" - - s rr - m R.10 /J. 4 kG S.W. 74 ct :AM: wF444 G*M aiNa SeF!1msgsRFOYt i Cop,nq AET KiA1 R Ar relief ,igrt gloss Fitter 1)t Vocuu m and Skimmer line I4 n Dram line WALL S E C T I O N d 44 • ' • • p�:r On1 lint ern'ner Relief valve 8 °n8'conc.ftg. i Tile w /I #5 cant- - t hd. 2 ' (HV )- 1' allow for stiuci lid rl Use [/-mil slob 1Nho9e orble plaster - - MOTE CONDUCTOR ON LOAD SIDE G. F. C.1. SHALL BE KEPT ENTIRELY INDEPENDENT OF ALL OiH :if WIRING & ELF C: RI .AL uQ J, .., W/ HYDROSTATIC UPLIFT WELL POINT DETAI L TYPICAL WALL SECTION Precast conc or rustproof fiberglass Main Drain FILTER B PIPING DETAIL c E� To pump - rock collection bed where hydro relief needed Stainless Steel 4'.0" men. tl8m'na 4 "slob Coping r�I sr. s t EEc. t Tight niche LADDER DETAI L -See deck det REt iaTER Auxiliary pump line to be attached when emptying pool during periods of high water to • cis non - corrosive ♦V • conduit .,Steeltex form or Kraft board -Fine sorre Pump y � Junction box 8'above deck 2 CONTRACTOR SHALL vE.;1 :; ALL DIMENSIONS ^ ND CONDITIONS ON SI _ viii//. 4 t311E 122"511 E.W. SWIM -OUT LEDGE' Dr: il lfez*soed i r JAMES' ROlDG R. 3INEt 1 2 t1 Grk1°� t;rclbltir, »i 50S'e Q&9 Mt'rr4t. FKA1'ig x' /2 11 1,15 pit4KH Ato PPIH1' over k Pr Ft) Ltt'ti 1194 art t r',i I o/a IJI4.1 IZ- f r2 1h9 itIstmenoi F ItsN poor. a07 'me Ki *W N r( 1 F•Q1t- IEl tsl4 ov�rti 2 G9x f��tr1, id X VII 0, 06t»r . rte I5ts v 14 aft, i1E1J h 12 r6. 1k11 r4 4 cc/NT 9 t* '> Ai' 12 1 o/a (TA . I) STucGO FAtsH rkttir -to 1#6 em s n 61. 0614 Ij c rt U LJ ,t. Wtrl 14 Z 44 1.•4►�19g4t- r (Pe .t zoti al. It6INP 16 e>/4 etinty Po It H L A ) C EK 1 Exl5rl k, 1 ��. Utlt revnr't E,' I411d 6 G 4.rt4c a 1.45 Cat . Exi r {.41 1.46419 lfNQotJ rte * 1Z6rt '/09 .›415rtti4 e44.4 �I4j1SE{ 'ro': 1 �E rt.(srIPVE9 r:xt�arltl. LJ,ALL 8 x1 2 T. 55W11,10_ g4l lc ) coN 0.. c ataiJlip1 Ft.o I dvt-t � &l'2tl Jet 1...io et/96.„11QG1 eaoi15, ; x141 - u-16t ie..lraieg I 5x1 -6r r Keilau -1 oc7 1 49r IrIQI4 ; & 6rUee r pitJ sH • PvSt .6 a ri d 0,44, 14-5 v4:1" Id cm-la, t=tr t.L 9 ea -L. 2 i1 < 4 r,r. !Jp i4 ; rE }!o? Jta4 Q 14 rdr' Gvt�l I 1A4 i4r �r1rt }-1g6ptr. i Irit5H pyrz. k2 rr 14I+1.1 ttoott15 GoU tort ExtS1r11,151 1,q4 �irJ►St UJ1k1t s'4 9,17P LJrflr lilts 114 FILL69 GEL!. fl•tfl Y fox#41.4 NEW �►' ct'UI i - WA L6 a F114I54 E$ e)rIt4 2- I./C46Y _t 1 1:XI ''rt►ici 649KQot -1 w Pt.41.1 Pert 4 tit= vxisrtNcut [Loot: f sxlc►?, '3Art-4goot'1 EX14,`rit' , It ROOM 5G; :41 _ fi t, O tt n orp Qd 4 4,4 201 GENERAL NOTES 9��9 'Tz 5T kIESr ? -5 FEet' oP t,or Ats19. ALL.. pp for ... 20, 1-N.oc 2, p3 Y ate-e, ,es.cevit1311 , k 1 FtAr . .hGrrGoF AS l 6ote..t 9 tN rLAr 3004... 44 0 pt 6,3 0P 11.1.* 1;1J t.tG fit: ��* r3S oP t3.4.oe ( ;JNr°� pLore-124 . 1. Provide Dade County approved storm shutters at all exterior window and door locations. Submit shop drawings and product approval doc»ments for building department submittal and approval. 2. Provide all product approval for new windows and doors for building department submittal and approval. 3. All color selections shall be by owner. Submit samples to owner prior to installation of any and all finish material or fixtures. 4. Contractor shall provide and maintain a trash container and site shall be kept clean and maintained on a daily basis. 5. All exterior doors and windows shall comply with Dade County Intrusion and Burglary security code requirements. 6. All structural lumber to be No. 2 grade douglas fir W/Fb= 1200psi. 7, No mechanical work is proposed or included in the scope of these plans or work to be performed. 8. No plumbing work is proposed or included in the scope of these plans or work to be performed. 9. Electrical Note: Wire all new electric outlets and switches to existing panel location. Verify existing spare circuits available. I \ 0- r r\ z 4 t_ 10- o A- r EAIe ridci 40PPrr fit: 7HEhrHItI r 6t*tdvtp 1i E /41 F r LicrO _ Ex tST ►a U st 3; 1 1 Td rte 1 t1 :1161ca6eMt at g 2 I QNc. C+�P J1iri4 145 5r 414 ?Ati '{ trArc- E a%/ett .." ,,bdt. Ofkl 61 L(.#TdAAL �d 561 OR PP ot- EXIsr 13 Atop PILE ;stir, Ptl.c f eYo 2 E )4 lc11 6 1 G I 4416 rizN Gi l d v are. }` Rr. FUME-NA S raps ' Dey o t t>:v ti;t= 5r r ' i t ri a lN % STr , $ 1 f r ttel Pe. ttdt►tt,etrlv 1460 >=t.daK.,rlct 44irtr ;overt 2.1.AYYRS . 491t. P. hIEI�1 : ill^ to AT fca n T, ;1 a Ga d kl A t or) Db t69 - i° " 605. wtf;j rI2 ) tart. - -414q . r,ot . f do". 64 4151j 6i AT if) t.iNt; o? tJ:ltJ $ ,()East rt pO � llaf. _ _ _ _ _ to it taoP a'0►I4TS I xl'TI i &ri tp•�r N Ago re 6 e4 -t►t. mrf .. r��trc 4 4 cotletNA re) P1tr+t1 0)(15r lied 1221 Ad oV 14t=u ¶ti sPri! c rf e rrL �nar�l r 1Sr. r19.Pki AN9 UAW, -[a Iserc&rtovPr+ :A . K p4s : r-iq Mtn ITT' 14itJL,Art rl KIT coNrett. Extyr ce,_ Ic Ex►`iT. Ptt.E liEYotJ' - .tsxtSrtt 1. 1 older '•LA ag, art. cct.urltl EX.1511 1 c, KePo P Nn crvi icArtt/r4 vx lsr t-t ( rrt4 2- t. A*.t5, 6+7x ri.;640o2 av6Tt Nf+J 4' w. Syr$ gs, 41•' friep w<I,T1 ki .. A• r* 0 Pftt +ttor4 S ------- --tNpr .! T vPX15rigc1 rIt fe roof CAL ex iWir4 t- SrUCco F14151 -1 ..w...w..r.a.m.• •r0-1 srttl4 ie.' coNcr rr`.col.. �--- po t4 L t14 td r �► .5reeld Mte> t x'Sr, 6.6 t Post ser -art (r(P) 1 g t /4 " r� . t2 (r rr) W/4 45 VVter *3 TIES cf 12 *xisr. Ott P►e cfoGJr1t4 FAIV. SrL tat , siir?PitTlO Re/0F fits cTURR* iv tter*I41N, * )415TINI 1 ovI'r ..1Atkk • 1•1 5 ; b` okle corlC.1`t� riFs +� 14tT4 5 cinJrtqpii$ 4rn ytt .rt.dVs „AT t2t o /c. .. T 14 \lt Ft -rt CAL ttJ curie. Ftu.trV 3. ALL carlcrc. is 5t42t.. r3 I1ft , 3oor, rSI '1. fi t t. r1�rJ D r$C4 -� ��IrJ fZ l 1 T DgtiELE NNrO htjr) sE-r No? exist o46, DsM1s 4 ". . Ex q t tN c' STr�UG J10 >' R.e.46 it`1, �� c o . T ' c S c 12'' Tim ec'Lutra 0/4 0 s V it # 3 Ti €i ►2 mac. --- Exl�rIt�l_ N5t41 51 ,EiNt Fair Pi*rl fitNi.fLorAz To r'Arf i ExtSTltic1 PM!. ft.aore. ,a{ b.V) PI P11 Ft,00rt AIR DISTRIBUTION SCHEDULE SPLIT A/C UNIT SCHEDULE I FAN COIL UNIT TYPE UNIT DESIGNATION MFG. & MODEL NO. FC-1 SUPPLY AIR CEILING DIFFUSER O.B.D. AREA SERVED (E ADO. do N.E AREAS FILTER GRILLE -- T7TUS 3FF LOCATION X AC CLOSET X SMOKE CONTROL NOMINAL TONS X 2 DESIGN MANUFACTURER RHEEM MODEL NO. RBHC14J06 SEER, MIN. 12.0 NV.d TOTAL AIR, CFM 800 VENT AIR, CFM 0 EXT. STATIC PRESS., INCHES OF H2O 0.4 FAN MOTOR H.P. (NON- OVERLOAD) 1/8 ELECTRICAL SERVICE AVAILABLE 230V - 1 0 - 60 FACE VELOCITY, FPM - -- DESIGN AIR ACROSS COIL, CFM 800 GRAND TOTAL CAPACITY, BTUH 22,600 In000 TOTAL SENSIBLE CAPACITY, BTUH 16,600 ENTERING AIR TEMP. ° F DB/WB B0/67 COIL MODEL NO. - -- 2131 FILTER TYPE & THICKNESS CLEANABLE, 1' QUANTITY AND SIZE 1, -- FACE VELOCITY FPM. MAX. - -- 2131Y3H HEAT /REHEAT COIL TYPE ELECTRIC ELECTRICAL SERVICE AVAILABLE 230V - 1 0 - 60 AUXILIARY ELECTRIC HEAT, KW 5.0 STAGES AND KW /STAGE 1, 5.0 1IN( UNIT DESIGNATION CU -1 TYPE OF FAN PROPELLER NO. OF FANS AND FLA 1 - .9 0 AMBIENT AIR TEMP., ° DB 95 AIR COOLED CONDENSIt BCA /MAX. FUSE 15/25 NO. OF COMPRESSORS 1 REFRIGERANT PIPE SIZE, O.D. 3/4' SUCT., 5/16' LIQUID CAPACITY REDUCTION 0 -100 UNIT TOTAL AMPS 11.8 FL ELECTRICAL SERVICE AVAILABLE 230V - 1 0 - 60 OPERATING WEIGHT 165 DESIGN MANUFACTURER RHEEM MODEL NO. RAMB024JAZ AIR DISTRIBUTION SCHEDULE SYMBOL USE TYPE ACCESSORIES MFG. & MODEL NO. (4) SUPPLY AIR CEILING DIFFUSER O.B.D. T1TUS 250 -AA (E RETURN AIR FILTER GRILLE -- T7TUS 3FF X FIRE STOPPING X SMOKE CONTROL X HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR X FIRE DAMPER(S) X SMOKE DAMPER(S) X FIRE RATED ENCLOSURE (AT GARAGE) X FIRE RATED ROOF /FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X 9 _ !3 6 ! q1441 3 1 2 "X 2 "X 1/2" NEOPRENE NEOPRENE PADS AT ALL CORNERS R/A DUCT DN TO INLET PLENUM (FC -2 ONLY) 2" x 2" x 1/4 STEEL ANGLE FRAME SHALL BE RUST PRIME PAINTED. 3X3X3/16" STEEL ANGLE PLATE. FC UNIT PROVIDE 3' -0" CLEAR IN FRONT OF FC UNIT AND HEATER. FULL SIZE INLET PLENUM VERTICAL FC MOUNTING DETAIL CONDENSING UNIT ANCHOR CU TO CONC. SLAB WITH 3/8" CONC. INSERTS 6" STRUCTURAL SLAB 6" MIN. POWER & CONTROL CONNECTIONS CONDENSING UNIT MOUNTING DETAIL REFRIGERANT SUCTION & UQUID LINES 11111111 DIFFUSER W/ OPPOSED BLADE D AM?ER SEAL JOINT W/ DUCT SEALER AND TAPE ADAPTOR ROUND TO SQUARE IF REQUIRED AIR FLOW . Z1 INSULATE TOP OF ALL AIR TERMINALS AIR DUCT (SEE PLAN VIEW) SPIN TAP FITTING INSULATED FLEX. DUCT SEAL JOINT WITH DUCT SEALER AND TAPE FLEXIBLE DUCT CONNECTION DETAIL PIPE CLAMP UNISTRUT CHANNEL. SURFACE MOUNTE CHANNEL ANCHORED THROUGH THE BACK OF THE CHANNEL 18 GA. SHEET METAL SADDLE FOR INSULATED PIPES: 1/4- THICK NEOPRENE SLEEVE FOR UNINSUTATED PIPES. REFRIGERANT PIPE RISER SUPPORT DETAIL PROVIDE UNIT MOUNTED CIRCUIT BREAKER AT FC -1 NOTE: ALL AIR DISTRIBUTION SHALL BE FINISHED WHITE BAKED ENAMEL. DUCTWORK SYMBOLS VD c OR CFM UC DG DL /\ 8" CO SA A 200 CFM MANUAL VOLUME DAMPER CUBIC FEET PER MINUTE UNDERCUT DOOR DOOR GRILLE SUPPLY AIR O THERMOSTAT DOOR LOUVER (WITH VOLUME DAMPER AT AC CL.) SUPPLY OR OUTSIDE AIR DUCT RETURN OR EXHAUST AIR DUCT FLEXIBLE DUCT LETTER [A] DENOTES AIR DISTRIBUTION DEVICE TYPE NUMBER [8] DENOTES TERMINAL NECK SIZE NUMBER [200] DENOTES SUPPLY AIR QUANTITY RETURN AND EXHAUST AIR HVAC GENERAL NOTES 1. GENERAL A. ALL WORK SHALL BE DONE in accordance with the Florida Building Code and with all applicable regulations. 13. DRAWINGS: Refer to all drawings for coordination of the HVAC work. C. ARRANGE AND PAY for all permits licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. All compressors shall be guaranteed for 5 years minimum. 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days after signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: fans, air conditioning units, air outlets. No work shall proceed without approval of these submittals. 3. DESIGN PARAMETERS: A. Indoor design temperature (Summer): 78F DB B. Indoor design temperature Winter): 70'F DB 4. ALL THERMOSTATS SH/a have heating mode maximum setting of 75 F, and cooling mode minimum setting of 70 F. The thermostat shall be arranged to prevent the simultaneous operation of heating and cooling. 5. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. 6. EQUIPMENT SPECIFIED hY manufacturer's number shall include all accessories, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. 7. MATERIALS: A. REFRIGERANT PIPNG: Shall be type L soft drawn, copper tubing, dehydrated for refrigerant use. Sized as shown on drawings or as per air conditioMg equipment manufacturer's recommendations. B. INSULATION: Retigerant suction piping shall be insulated with 3/4" thick foamed plastic insulation, fire retardant type. Insulation shall be installed in piping before assembly. No split insulation will be acceptable. Seal joints with manufacturer's approved adhesive and grey tope. C. DUCTWORK: a. All supply or ductwork shall be 1 1/2" thick fiberglass ductboard, fabricated and installed as per latest edition of SMACNA 'Fbrous Glass Duct Manual ". R - 6.0 MIN. b. All toilet exaust ductwork shall be galvanized sheet metal duct not lighter than 26 gage. c. All duct dinensions are clear inside dimensions. d. Flexible inscated ductwork with 1 1/2" thick fiberglass insulation ■ith FRK vapor barrier. R -6.0 MIN. 8. CONTROLS: Air conditicling units shall be started and stopped thru individual thermostat. individual programmable thermostats shall start /stop supply fans and activae cooling/heating systems as selected. 9. TEF -1 80 CFM at .125' TSP 3.0 sones max. Penn Z3H, provide BDD and service switch, 35 watts at 120V -1 -60. 10. TEST AND BALANCE: bntractor shall test and balance all ventilation and air conditioning system. Submit four copies of Test and Balance Report, to owner for approval NESTOR CIFUENTES CONSULTING ENGINEER LICENSE No_ 294.913 BUDD SW i3 TERRACE MIAMI. FLORIIDA 33155 DRAWN: SHEET: N E G ARCHITECTURE C INTERIOR DESIGN 13205 CORONADO LA NORTH MiAMI, FLORIDA Tel. 305.893.4144 Fax. .3C Interior Alterations and . Sepe Residen( 1207 N.E. 92nc Miami Shores, F R E V I S I O OWNER REQUESTED 4 -2 -02 L.N. CHECKED: o.'r larch. 01, 2002 SCALE: A COMMISSION: 00015 DRAWING, T(T1 iHVAC SCHED., N( AC-2 OF 2In SH 30 CFM FC -I 2 TONS L LL I I� 12' MIN. CU -1 2 TONS l r 1 LAUNDRY TEF -1 14"T 5"B BEDR 0 10X10 A CFM 101 11C X4 60 CFM BEDROOM UC F L 3 18X18 GARAGE (R (IN) _L 121 10X8 Kip CFM EA HVAC KEY NOTES: 0 EXISTING HVAC REMAINS AS IS 0 20X10 RETURN AIR DUCT DN TO FULL SIZE INLET PLENUM 03 FULL SIZE DISCHARGE PLENUM 0 LOCATE CONDENSING UNIT AS REQUIRED TO CLEAR EXISTING DRYER EXHAUST 05 4 ° 0 TOILET EXHAUST DUCT TO EAVE CAP 0 REFRIGERANT PIPES TO FAN COIL UNIT, SEAL AT ENTRY TO HOUSE. FLORIDA ROOM LIVING ROOM 0 1/4" = V-0" -JI KITCHEN 0 .11 BREAKFAST RM. 0 PLANTER BATH BEDROOM 0 PLANTER 0 BATH 1 0 CI.OSE T BEDROOM 0 0 BEDROOM NESTOR E IF=UENTES CONSULTING ENGINEER LICENSE No. 2B-4511 F3BREI SW 33 TERRACE MIAMI. FI_CIRIDA 33155 N E G A I. ARCHITECTURE e INTERIOR DESIGN o CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Interior Alterations and Additions for: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida R E V I S I O N S : OWNER REQUESTED 4 - 2 - 02 DRAWN: L.N. D+TE:Mar. 02, 2002 COMMISSION: 00015 CHECKED: N.C. sue: AS NOTED DRAWING TITLE: HVAC FLOOR PLAN SHEET: AC OF 2 -1 SHEETS 30 CFM FC -I 2 TONS L LL I I� 12' MIN. CU -1 2 TONS l r 1 LAUNDRY TEF -1 14"T 5"B BEDR 0 10X10 A CFM 101 11C X4 60 CFM BEDROOM UC F L 3 18X18 GARAGE (R (IN) _L 121 10X8 Kip CFM EA HVAC KEY NOTES: 0 EXISTING HVAC REMAINS AS IS 0 20X10 RETURN AIR DUCT DN TO FULL SIZE INLET PLENUM 03 FULL SIZE DISCHARGE PLENUM 0 LOCATE CONDENSING UNIT AS REQUIRED TO CLEAR EXISTING DRYER EXHAUST 05 4 ° 0 TOILET EXHAUST DUCT TO EAVE CAP 0 REFRIGERANT PIPES TO FAN COIL UNIT, SEAL AT ENTRY TO HOUSE. FLORIDA ROOM LIVING ROOM 0 1/4" = V-0" -JI KITCHEN 0 .11 BREAKFAST RM. 0 PLANTER BATH BEDROOM 0 PLANTER 0 BATH 1 0 CI.OSE T BEDROOM 0 0 BEDROOM NESTOR E IF=UENTES CONSULTING ENGINEER LICENSE No. 2B-4511 F3BREI SW 33 TERRACE MIAMI. FI_CIRIDA 33155 APR-3 04;53P FROM :L EON;PDO "P)EIRA5 IN 9549259140 Julio G.kitp► t- Z Lft1 Li- 121 • tmki4t f{- 3sj9L t Uclr�s:c 52 }42 Residential Cooling and Heating Load Calculations Based on ASI {RA? 1993 Handbook cf Funian- fmta!s Chapter 25 !.Init/ Area served NORTH EA ST ADD & EXIST. AREAS TO:120589'7904 P:1/1 J013 Name: SEPE Project N. File No.: SEPEREDO Date: 04 -01-02 Calculated by IN Checked by. NC 11EM SOLAR S1-L41:G T. AREA 1311.711X 1I v1 L T U T. AREA 13TU /IIR N. Gass 36 x x 94 = 3334 N WallNeu 14 x 0.14 x 126 = 246.96 E. Glass SH 36 x x 0 = 0 N WaliEx. 14 x 0.3 x 186 = 781.2 E. Glass 47 x x 84 = 3948 E Wa1lNe\A 24 x 0.14 x 82 = 275.52 SF. Mass SH 36 x x 0 = 0 E.Wa11Ex 24 x 0.3 x 42 = 302.4 S. Glass 56 x x 0 = 0 S.WallEx 22 x 0.3 x 0 = 0 SW Glass 0 x x 0 = 0 S.WaliNew 22 x 0.14 x 0 - 0 W. Class 47 x x 18 = 846 W.WallEx 24 x 9.3 x '79 = 568.8 SIV Glass 0 x x 0 = 0 W.WaU Ne' 24 x 0.14 x 218 = 732.48 Hnr. Glass x x 0 = (1 Knee wall x x = T. Glass area 196 Subtotal = 8178 T. Wall= 733 Subtotal = 2907.36 171; �' i j T U T. AREA lB I U /HR 1IEM BTU/Unit TOTAL 13'I'U /H12 Parti'ion Floor 5 x 0.3 x 200 = 300 Peop1;; 230 x 3 0 = 690 Roof Ex SA 43 x 0.1 x 300 = 1440 Kitchen 1200 x 0 = 0 RoofNew 48 x 9.03 x 410 = 590.4 Inf1./Vent.= 1.1xQx1)T= :7.3 58.24 = 1007.55 12oof Ex. Attie 48 x 0.05 x 200 - 480 Misc. 0 X 1 = 0 TOTAL SENS. 0111 TOT. SENS. x 1 3 Subtotal = 2810.4 Subtotal = 1697.55 15593.3 20271.3 'PONS = 1.689 E4 _ A LIns - U SE = 2 Tons ITEM T. AREA T U 131 Uli13 CSr. = 800 W.e.ils 733 x 27 x 0.3 = 5937.3 Sq.Ft = 455 Roof 910 x 27 x 0 05 = 1228.5 CFM. /sq i1= 0,879 Floor 200 x 20 x 0.4 = 1600 Glass 196 x 27 x 1 = 5292 Ventiiaticn =l.1,tDTxQ 58 24 x 27 x 1.08 = 1698.23 Partition 0 x 20 x 0.4 = 0 I'OT.AL 15756 131u is KW 4 616 Kw Q =ARCHxVOL.,'60= 0.48 x 7280 / 60 58.24 Area A/C= 910 Sq. ft. Volume AC= 910 x 8 = 7280 Cu. 11. RPR-3-2002 10 :02P FROM: LEWPDO NR.EIRRS IN 9549259140 AJLE $411 94450418TTde fIECQtidtEti?ENT$ FON SMAll klYJC10N4;606 Ss ft end L»$, Rllf0YATIOt$31+0 E XiS'kf6 6U9.OiN95 Aseityakfitaiiiet SPIN €idV1i 1145 COMPONENT fNSULA'PON ' IhlYELLED 1 Concrete Frame, 2• x 4' Frame, 2' x 6' Cottonton, Friars Common, Masonry Under Atbo Single As50mb1y; Enclosed Frerre Metal Fans Single Assemby: Open Common, Frame 3lrb•on•grade Raised Wood F{alsed Concrete Ceeommon, Frame unconditioned space 713 7t Conditional s acs Mc minimum °LASS UP TO20% ' Single _ OH • SC 1'•1.0 -.88 ■ Double OH 0'• .90 OVERE R `-04.' R•11 R•19 -- R•11 T5(7 R-3 R•30 R•19 R•13 R•10 R -I 1 No Minimum R -19 R -7 f.11 UP T Singe OH • So 1.0 0'. .55 11 et? 30% Doable CH - SC _. � ' • .90 0" .70 Nutatto E. dila Resis:ance 13es; Natu•al L.P. Foot ON 9 IV! REQJ;3ti t 1E.711 FOR QL1Si S IN APDENT ONti ONLY ' , s:cenlege • Sdi t o loot arm eliOmed is Selected by .� cvarra shat cos75c ant Maxi mum% ANC SHADING COEFFICIENT 134OL••UFEO FOR Qt A ISIMMUM INSTA.LEO EQUIPMENT EFFIGENCY EFFICIENCY Central AV • $'4d SEER a 10.0 SEER o u--r= .Singe Pkg. SEER . 9.7 SEER Roam unit or PTAC EER 8.5' EER = • •�411.6 . -. 0 nasyst run. tit... 4. 7PWiOt •ao+,L.'c+4,w/N't.M,144./WNWYN Single OH-$C 3'- 1.0 2'. .S4 1'• .63 0'• .45 UP TO 40% MD SITE 1NSikLLEO COMPONENTS (F RAIL* AMMO hCliE9. Eectric Resistant ANY Hem pump •Spit HSPF . 5.3 HSPF • Singe Pkg. HSPF a 3.6 HSPF Roorn unit or PTHP COP = 27 HSPF! COP 3as" ratrial or propwwe AFU£ _ .76 A.FUE Fuel Oti AFUE a .78 AFUE 9 PERCEN Double )H • SC 2'• .90 1'. .70 Cr- .50 0 :13058957904 P:2/2 EF a .83 EF a ,tile EF . .54 EF • ^ _ EF a . EF o ' See Tot*OA0-7 _. • � instated 3E ALLOWED 4'. 1,0 3'• .55 2'• 65 1' -.45 I Climate Zones 7 6 9 UP TO 50% Single 4(i • �� Double OH•sc 3'• .9O 2'• 70 1'. 50 0'• .40 SHOO x SC may to obtained front the mamufac'.u•er, Singe " SC .1.0, double clear SC a ,91:77.3717 s tint $C • 86 SI K3C .67 :SC 605.1 606.1 612.1 312.1 612.1 610.1 MOLE 80-3 MBWMLA WEGtI C6VPO 4ENt$ ousel) Extol*? dok,ta & Cracks Ei erlot Wirldosw & Doors Sots app Pastel Recessed Ltgh: g tcftf=story ' es Exhaust Funs Combustion ifeatfrn Water Heaters $sv lawtnit g h 4 S Fools Hot %Yttw Pipes tras m•s HVAC Out! Construction, Ineu;atioa 3 Ltetaifetfon HVAQ Cortro ?s 606 1 1r CHECK A IftW.WENtS FOR ALL PACKAGES SECTION REQUIRE REQUIREMENTS 606.1 To to cau:ka0_$asketed, weather -sirkd or otherwise seated. -' Mex. 0. ciirVsq.ft. windour 57611: .3 ckr✓eq,it. sow wee. So,e pumas and penehstior:e Through top plebs of exterior welle mot be seated. 6.6,1 a 1 rated with no penetrations (two q er Nitres ali0wel), bar,ier O t partnetes of ftaor cavity between Exxhaust'ans vented to ulcaidt6oned specs snap have dampers, except for oornbjston devices oath h^;sgral exhaust ductwork. y 606. t Conbuston space and water heating systoms must be provided with outside combustor ear, axce• for direct sent app 612.1 Cornply with eificterrcy requirements in Tette 6.12. $Mich co c!aariy marked c'cull breaker (electric) k 1� or ec otl;gss) /noel o provided. External or buittin heat trap required. `r Spas S heetsd pools reset hays Merl (exc5p4 soar heeled). Pkm- commeecaal pools most have a �. pu timer. Gas spa & pool hesitate must have mivrnum thermal efficiency of 73%. lneulstoon Is re for hot water circulating systems (Including heat recovery units). aiat 15- x• rrvlat�s�i�africted !a Ro more tan ffolltons per minute at 80 PS10. AH duo - , Attnga mechanical equip-KW-and omen chanters shalt be mechanically attached, sew, irrsuRaP.ed aid instead In accordance with the criteria of Section 610.1, 0ueia In attics rkasl te ins•141:0d to a miniri+,m of R•8. Air handlers shalt not te instated N attics uttesa in mechanical closets 807.1 Separate ieedihy eat sae/ tnartual or sutornalc thetreCeit for each system. i. On Petit 3- 8(11 'se **i.i e&-xi w6 te .* !;It dfa Dot' 9teidiod03 3- altosanderr*waeiwurcod Not me -a aer.:eedtoeiiir•+.fee.auae trod Chi e@,picx a1 What tvvq Yells] ssr so oradd tatt WWI tick s ! AOfxnow* CM/. Morel to suroxboe>%rem gists totonserrod ka Irma le sfut6s t at biota. Told <~4 cos Id dese at &wr, aribOvioss ds.4 and Als doer Pratt 0144 04 rat d d! Nam- es c rod Ma r# e .1d oed t is Fr 4±,a tRat Wto t,3aas is od ao aeta'ar rr.2s r tc+•Q romarod or encased Gy tow sQ, to mo o 4,1110 ei et d re tole tit r!tuy he s6rvw nee 1 nn: as Val lot oast err alt YAaI its ax"ddaw0 toot sal d he earn M 0 9o I JO b ,7A d t csr.ont. 9 4 tor amo r logo "IA Mail your uktA re pas 0:101 i& an rut* 60 2 1 "a+c v'ou 4i+o ell M rpebf r,sae 0411 Data] t:i4, its he MOO (Cat pe.'d t46 a aware atst►r 4 (3C), R11 SOAR Ail t1"aa and 0 .4'4 is rlirvm (4'.i q c wt4.fsd sk*4d b.+psd ea Prat ifew •■.Soee are loos orbtoutesesdefo aa of Mkt*, vtd tare mMt4!.,6 rn to oddO' do r. have Id carol Mt is aor! end stall aside t rag novas to on TM scot!. We* Oast Il h! Weal i!tlaared@rr altle lae xergrIne :rtscsryiftelrelei JMo+*' 01)1 x4srwulan4 oat0441 6'.a (4 l'* Oastbtpo i froct:odorisadam•ontrap 3. Rt:40V , '1;d18 Ott noilowvnl plate roads b meal 94 kllast+g 44.4sTrolt Pry O.re five tss Sadly t•edldes ray team for Oras al'bas stial kit or do N lad a too lag a ro+'erq and .ices king ecse d ssimdlafor ton 6lost Fee to a tArq, 044 hits rtaa,o d Poi d0 nx twat Ns sire vast to der 400-pica •9r* 3x0oian door a dr•Aeiant *till. 4. ifuQDIN3 51E814 Carroty hoot rtes spas a Instated Fx swag 5. Coo4411 re Koioolot ra Col m to iop 41131 pap 1 tlaes Naeruv Rssirxwft kg Bonet Ad.Mrre re Rams/kale, rt al ec.t s d - M vvi•L. limas. 7. Arad, sqA trxt aria 6re+Jtrc oria,3tnt sey3cdbr tbtw.,ud m 00 1. D. 46 _2- 2002 10; 00P FROM: LEONPRDC NA IN 55492531 . --- • . FLORIDA ENEFIGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6004; lierildarttrai Lirriitad.Applications Preecriftive Method C SOUTH 7 8 9 E Gompkafa mth fitihod C of Ct4afflof ths Fi7e 710vo damor14144 iLisO Foca *.Y.,0 f-ry Q ' 40,044)1i141.044 ;c:ompx ofzur,gettodhina3,3rod ramt sjons to sin4144 fti.Eurley tesid.incat; Anglia iteki se p0ItOrri for in.i6itys by - ,.ss Own t104-87TrOA-i7. , Aratrr""".4,A1,4i; auitz I • OFFICC. e d ti p ti ctES. ZONE: 7 EOM III &MALL AOCETION8 IA EXITING' RE SCENCI S WO Sttesitt foot ot ?tel of oxitlittootosl woo. Frstaiplha requitorry m its Tobt6s .1. 00-2 flo4 ec-3 KO orvty lo to coopoonnt cA t • eAclitiort, oot to 114 IXEirg wfictng. Spet.e hicks mpfog, and was 1' lotiti ettt: Iptant ofteorcy lovtlo Mot tto rate( on'y veto f,opniont 0 'mitten %e•Ancary to ON. 1410e.ocmion ot is ta,r9 ircatodolooduinto vottl ris snort oretruroos. C-omPormts mciftIng uncorlitioree INK*. from rooditioNel opiacat ma moot its prescrtod minimal instAtOon levio. REIYOYATIONS filostevartoi 0:111dira 0410 .oncations occipg Ws tan %)4 A tti oat.ssod mks 0 P tt 0 N!ilfi)). .scApz!ve rtoultemertsle utiles ec-i OM r;AC-2 5'y on tO thi ONnponill 40$ oquomont tei s r ar,000 1 or lo ta r ,..1„ rusurKyunE0 rycy,,y,tskrookolv,00 o nty a itton56comporen3 and 'datum al caivad ty too Iwo. EttlitZlitil SYVENSCON4 Wie cot coes nos sytite id l'Atthat' - Pieta* Pried ■• , , • • ; Cat C - Saws AdditIsts, A.,InsysVors a sanding stsr,s 0011411111.111 tof COMirttitlay At C'WNER: L.mr affwge A. - 4rff - torgril -1-1- {diwz ANO ADDRESS: r„, d ' ' 1. Renovation, Addition, N oma! System or Mani.diettired HOrne 1 2. Single family etached or Multifamily attached . 2. . t 3. It Multifarnily-No. of units covered by tills sulonvisalon 3. 4. Conditioned floor area (64, ft.) 4 .. , P 5. Predominant +save overhang (ft.) a - 0 r i....)- Tr ... 6. Glass area arvd type: , . , -, e. Pan. Double Pstna a. aear giass 1 Ga. OP fig. ft. --tr.:...-SCIA ti b. Tint, film or so,ar - &creed 6 b. .-- sq. ft. ..- sq. ft 7. Percentage of glees to floOr area 7. ' 14 % 8. Floor type and Insulation:' a. Slab-on-grade (R.value) b. Nood, raised (R-value), - e. Wood, comrnon (R-value) d. Concrete, raised kR-vaii.ia) - a. Concrete, common (R-yalt,e) 9. Wall type and insulation: 3. Exterior 1. Masonry (irsJlatIon R-vaiLe) 2. Wood frame (inSu!atio( R-valLe) b. Aiilacerit 1. Masonry (insuration R-value) 2. Wood frama (insulation R-value) 1.1. Marriage Wes of Multiple Units' (YesiNo) Ceiling type and insulation: a. Under ati!o ( 1. Insulation R-va"4) b. Single assembly (Inslation Flvalue) 11. Cooling system' (Types: cootral, roory :AA, package two:nal A.0 , gas, existing, !Iona) 11. ripe: 3EgRevIRLJ 12. Type: ?„.L.etergii SF ficDP/AFUI: -- 12. Heating system*: (Types :1'411 pup, roc. strip, notimal gas, L.P. gas, as 4 9., room PTAC, tixistiox none) 13. Air Distribution Systern*: a. BaCk1 damper or single paLkaco systen1S* (YeStN0) b. Ducts on marriage walls adequately sealed' (Yesit 14. toot water system: (Types: sieo„ natursi gas, ‘ skiving, none) Perta ut irs to rranott Yonub ual •s wnh s 3t.sd:ed a two offtpods. 1 t,orsby conIfy that ths Ala and opeliiiceions coy rad by ths Walks Ore in ourvianc. wet) 00 M AP AU Errev Gods. Fitt ED ItYt t oailty that this buidalg is in wyttolisnm yeth tta Erargy 044LA Aatiet p.re -70.1.1ffilmiliMiLM001.... 4F11100CIM 9a-1 9aAi2 9b-1 eb-2 90 70:13058957304 R. lin. ft • sq. it, - 41 sq. f1, Si* --- _.1 • "' Rzy ■•••■•••• q. _11i5 sq. ft 133. 13b. 14. Type: : i _164 5q . ft. eq. ft. 10a. --- sq. ft. 100 FI I I 'V 44 ft. 40....0111011.2eINVie • • ; ,••••-••••■•••••-• Rai ro 0 Ars otd ays.t.ostos cove: ut tis csioUnSalidatot or604%* Alit) F16:ids Nita Cols. tobtO vot 410‘ 0.0.eAtti WAG v4 t* • inpocleg for corytKo ictorlomi .yith tr-rn.Z040 G0.rvCIM.4 - CAI _ idhp Vial � 4140 a eRa 2 LINE OF EXTERIOR WALL (TYP.) PREFABRICATED PIGGYBACK WOOD TRUSSES. SEE "GENERAL STRUCTURAL NOTES" FOR ADDITIONAL INFORMATION. 24' -3 1/2" (4\\ ROOF PLAN �A444) 1/8" =1' -0" L FLAT CEMENT ROOF TILE SET IN MORTAR AND NAILED TO 90# MINERAL FACED ROOFING SLATE, HOT MOPPED OVER ONE (1) LAYER OF 30# BUILDING FELT LAPPED 4" AND TIN CAPPED AT 12' EACH WAY, (TYP.). EXISTING ROOF TO REMAIN UNDISTURBED. r -- r i L. r i J ELEV. +1- 81 -611 TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE ELEV. 0' -0" FINISH FLOOR EXIST. CONSTRUCTION TO REMAIN. EXIST. CONSTRUCTION TO REMAIN. 2' -6" 1 X 4 MULLION ACC # 00- 0912.05 (2) 23 — SH 2- 37"1383/8" ACC # 01- 0109.01 +45.1 / -47.9 �1 REAR ELEVATION (NORTH) 4 4444444 .) 1 /4" 1'» 0" • / EXIST. ROOF BEYOND .i • �27 SIDE ELEVATION (EAST) KA4} 1/4 1 0 FRENCH DOOR 71% " X79 %" ACC # 99- 0615.01 +41.31 -44.1 %32 —S11 26 "X26" ACC # 01- 010,9.01 +45.1 / -47.9 -> SIDE ELEVATION (WEST) 1/4" =1' -0" ELEV. +/- 8' - 6" TOP OF CONC. BEAM MATCH EXIST. CONC. SEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE ELEV. 0' -0" FINISH FLOOR Note: Drawing to depict window /door /mullion type, size, acceptance number & wind pressures only ELEV. +1- 8 - 6" TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM ELEV. 0' - 0" FINISH FLOOR EXIST. CONSTRUCTION TO REMAIN. DONAW We E SMOOTH STUCCO FINISH FINISH FLOOR LINE Structural Engineers & Planners, 24, 7975 Sunset Drive Miami, Fl. 33143 Tele: (305) 271 -8040, Fax: (305) 273 -1210 Interior Alterations and Addition DRAWN: E G A ARCHITECTURE 0 INTERIOR DESIGN . CONS1R Sepe Residence 1207 N.E. 92nd Strec Miami Shores, Florida D.J.N. DATE: 10 -8 -01 COMMISSION: 000 6 DRAWING T1ri.E: SHEET: 13205 CORONADO LANE NORTH MIAMI. FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 REVISIONS: CHECKED: D.J.N. SCALE: AS NOTEI= EXT. ELEVATIONS - kd Li\ '19 II idhp Vial � 4140 a eRa 2 LINE OF EXTERIOR WALL (TYP.) PREFABRICATED PIGGYBACK WOOD TRUSSES. SEE "GENERAL STRUCTURAL NOTES" FOR ADDITIONAL INFORMATION. 24' -3 1/2" (4\\ ROOF PLAN �A444) 1/8" =1' -0" L FLAT CEMENT ROOF TILE SET IN MORTAR AND NAILED TO 90# MINERAL FACED ROOFING SLATE, HOT MOPPED OVER ONE (1) LAYER OF 30# BUILDING FELT LAPPED 4" AND TIN CAPPED AT 12' EACH WAY, (TYP.). EXISTING ROOF TO REMAIN UNDISTURBED. r -- r i L. r i J ELEV. +1- 81 -611 TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE ELEV. 0' -0" FINISH FLOOR EXIST. CONSTRUCTION TO REMAIN. EXIST. CONSTRUCTION TO REMAIN. 2' -6" 1 X 4 MULLION ACC # 00- 0912.05 (2) 23 — SH 2- 37"1383/8" ACC # 01- 0109.01 +45.1 / -47.9 �1 REAR ELEVATION (NORTH) 4 4444444 .) 1 /4" 1'» 0" • / EXIST. ROOF BEYOND .i • �27 SIDE ELEVATION (EAST) KA4} 1/4 1 0 FRENCH DOOR 71% " X79 %" ACC # 99- 0615.01 +41.31 -44.1 %32 —S11 26 "X26" ACC # 01- 010,9.01 +45.1 / -47.9 -> SIDE ELEVATION (WEST) 1/4" =1' -0" ELEV. +/- 8' - 6" TOP OF CONC. BEAM MATCH EXIST. CONC. SEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE ELEV. 0' -0" FINISH FLOOR Note: Drawing to depict window /door /mullion type, size, acceptance number & wind pressures only ELEV. +1- 8 - 6" TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM ELEV. 0' - 0" FINISH FLOOR EXIST. CONSTRUCTION TO REMAIN. DONAW We E SMOOTH STUCCO FINISH FINISH FLOOR LINE Structural Engineers & Planners, 24, 7975 Sunset Drive Miami, Fl. 33143 Tele: (305) 271 -8040, Fax: (305) 273 -1210 Interior Alterations and Addition DRAWN: E G A ARCHITECTURE 0 INTERIOR DESIGN . CONS1R Sepe Residence 1207 N.E. 92nd Strec Miami Shores, Florida D.J.N. DATE: 10 -8 -01 COMMISSION: 000 6 DRAWING T1ri.E: SHEET: 13205 CORONADO LANE NORTH MIAMI. FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 REVISIONS: CHECKED: D.J.N. SCALE: AS NOTEI= EXT. ELEVATIONS - kd idhp Vial � 4140 a eRa 2 LINE OF EXTERIOR WALL (TYP.) PREFABRICATED PIGGYBACK WOOD TRUSSES. SEE "GENERAL STRUCTURAL NOTES" FOR ADDITIONAL INFORMATION. 24' -3 1/2" (4\\ ROOF PLAN �A444) 1/8" =1' -0" L FLAT CEMENT ROOF TILE SET IN MORTAR AND NAILED TO 90# MINERAL FACED ROOFING SLATE, HOT MOPPED OVER ONE (1) LAYER OF 30# BUILDING FELT LAPPED 4" AND TIN CAPPED AT 12' EACH WAY, (TYP.). EXISTING ROOF TO REMAIN UNDISTURBED. r -- r i L. r i J ELEV. +1- 81 -611 TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE ELEV. 0' -0" FINISH FLOOR EXIST. CONSTRUCTION TO REMAIN. EXIST. CONSTRUCTION TO REMAIN. 2' -6" 1 X 4 MULLION ACC # 00- 0912.05 (2) 23 — SH 2- 37"1383/8" ACC # 01- 0109.01 +45.1 / -47.9 �1 REAR ELEVATION (NORTH) 4 4444444 .) 1 /4" 1'» 0" • / EXIST. ROOF BEYOND .i • �27 SIDE ELEVATION (EAST) KA4} 1/4 1 0 FRENCH DOOR 71% " X79 %" ACC # 99- 0615.01 +41.31 -44.1 %32 —S11 26 "X26" ACC # 01- 010,9.01 +45.1 / -47.9 -> SIDE ELEVATION (WEST) 1/4" =1' -0" ELEV. +/- 8' - 6" TOP OF CONC. BEAM MATCH EXIST. CONC. SEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE ELEV. 0' -0" FINISH FLOOR Note: Drawing to depict window /door /mullion type, size, acceptance number & wind pressures only ELEV. +1- 8 - 6" TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM ELEV. 0' - 0" FINISH FLOOR EXIST. CONSTRUCTION TO REMAIN. DONAW We E SMOOTH STUCCO FINISH FINISH FLOOR LINE Structural Engineers & Planners, 24, 7975 Sunset Drive Miami, Fl. 33143 Tele: (305) 271 -8040, Fax: (305) 273 -1210 Interior Alterations and Addition DRAWN: E G A ARCHITECTURE 0 INTERIOR DESIGN . CONS1R Sepe Residence 1207 N.E. 92nd Strec Miami Shores, Florida D.J.N. DATE: 10 -8 -01 COMMISSION: 000 6 DRAWING T1ri.E: SHEET: 13205 CORONADO LANE NORTH MIAMI. FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 REVISIONS: CHECKED: D.J.N. SCALE: AS NOTEI= EXT. ELEVATIONS NEW A/C COMPRESSOR SEE MECH. DWGS. EXIST. ELEC. ML tR EXISTING A/C COMPRESSOR ANO PAD TO REMAIN. PLAYROOM gtM rifirin R 00 12" J 8 0 I PANEL v <. 2' -6" 9' -11" RELOCATED E.W.H. pi l f : STUDY BEDROOM OD t LAUNDRY 3 -7" 18' -4" ( FLOOR PLAN A3 1/4' = 1' -4' 1 -HR FIRE RATED WALL GARAGE T-1" 8" 00 0 0 R 9 ) l FLORIDA ROOM -EXIST. CONSTRUCTION: WALLS, FLOOR, PARTITIONS, ETC. TO REMAIN (U.O.N.). LIVING ROOM EXIST. CONSTRUCTION: WALLS, FLOOR, PARTITIONS, ETC. TO REMAIN ((U.Q.N.). KITCHEN BREAKFAST RM. PLANTER BATH BEDROOM Et] PLANTER L BATH F— f_—_.r. C. r CLOSET BEDROOM L Note: Drawing to depict window /door /mullion type, size, acceptance number & wind pressures only BEDROOM EXIST. CONSTRUCTION: WALLS, FLOOR, PARTITIONS, ETC. TO REMAIN (U.O.N.). _13 rNALD WSHACK Structural Engineers & Planners PE -24803 7975 Sunset Drive Miami, Fi. 33143 Tele: (305) 271 -8040, Fax: (305) 273 -1210 DRAWN: NEG ARCHITECTURE o INTERIOR DESIGN Interior Alterations and Ar Sepe Residenc: 1207 N.E. 92nd Miami Shores, Hof D.J.N. WEI 10-8-01 COMMISSION: 000 1 6 Dsuwwa 1111E: SHEET: 13205 CORONADO LANE NORTH MIAMI, FLORIDA 3:_` Tel. 305.893.4144 Fax. 305.f R E V I S I O N CHECKED: SCAM: AS FLOOR PLAN P.C.T. Ix MULLION r--1 MULL = }" MULLION CLIP CUT FIANCES OFF OF MULL CUP TO FORM A 1u CI -4NNEL ANO INSTALL AS SHOWN FOR 1" MULL P.C.T. 1x MUWON --\ rr 2h (TyP) P.C.T. MUWON WOOD 7 BUCK ( MIN. IMPORTANT, QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. OR 4 "� 0 MIN. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "B" NOTE 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME • AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES AS NOT r0 NTERFERE WITH EACH 017-IER) INT e TYPICAL MULLION TO MULLION INSTALLATION TYPE 'A" r 2" OR 4" /12 S.M.S. (199/) ALL FASTENERS MUST BE a4DE COUNTY APPROVED. SEE NOTE /1 • /72 STAGGERED ON OPPOSITE SIDES (so AS NOT TO INTERFERE WITH EACH 01710?) SEE NOTE /1 /12 W000 SCREW (199/) MIN. 1i PENETRATION INTO W000 BUCK. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 •i P.C.T. Ix MUWON WOOD BUCK REMOVED TO CONCRETE Robert L. Cl k, .E. P.E. #39712 Structural P.C.T. fx MUWON -\ TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C ", I ' INDUSTRIES 4. 4 w000 BUCK Revsd By: Drawn By: P.J.P. Titre: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 MIN.— 1 --2" OR 4 "—{ Date: MIN. oyp { MIN. l 0 e _,; _ -- MIN. 1}• TAPCON (246/) • . MIN. 1 } PENETRATION INTO CONCRETE 01? BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. SEE NOTE /1 { Series /Model: MULLS TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE "D Chkd By: 4' Dote: Dote: 4/28/00 r 2" OR 4" • /12 F.H. SM•S STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE M7TH EACH OTHER) SEE NOTE /1 Revisions: STD. WALL MULLION Scale: NTS /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE Wl771 EACH OTHER) SEE NOTE /1 CLIP & INSTALLATION DETAIL MIN. TAPCON (246/) MIN. 11 PENETRATION INTO CONCRETE OR BLOCK STRUCTURE ALL FASTENERS MUST BE DADE COUNTY .APPROVED. SEE NOTE /1 • "� Sheet: 2 v/5 APPROVED AS COMPLYING V■1TH THE SOUTH FLORIDA BUILDING CODE DA JUN28 BY / / ,• PR011'CT ' ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO DO- O 9 / 2.os Drawing No. 6620 Rev: IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 1 x MULL MULL SIZE 1 x 2 x 1 x 4 x 'A' 1� 31-h 4 1 A 2 0 0 i 1 MAX L A 1" MULL CLIP TWO (2) ANCHOR LOCATIONS EXTRUSION DWG / 1099 8 MIN. FROM ENDS (TYP) — 1 4 MAX. MIN. l.— ;q' —.1 1 " MULL CLIP FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 S" 6/ /V NOTE: /l L 0,4 1. REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 { 392/2._ 1 • (134- INDUSTRIES Rend 8y: Dote: Drawn By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, Fl 34275 NOKOMIS, FL 34274 Chkd By 3� 4 Dote: Dote: 4/28/00 Series /Model: MULLS Revisions: Scale: NTS Sheet: 3of5 8 MIN. FROM END (TYP) 1" MULL CLIP W /TABS REMOVED TWO (2) ANCHOR LOCATIONS EXTRUSION DWG , 1099 1" MULL CLIP W /TABS REMOVED FOUR (4) ANCHOR LOCATIONS EXTRUSION DWG / 1099 _ 8 MIN. FROM END (TYP) . APPROVED AS COMPLYING WITH THE SOUTH Fl c2.1ItINREE DATE BY PRO ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 0c - o q 12 . os 1 " MULLION CLIP ANCHOR LOCATION Title: 1 " STD. WALL MULLION Drawing No. 6620 Rev: GLAZING PRODUCT Ol TYP. MUWON GLAZING PRODUCT ID GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT .../ / / . TYP. MULLION GLAZING GLAZING PRODUCT PRODUCT ANCHORS: TYPE. B ; "C" OR D' BOTH ENDS WI 1- W2 W TIP. MULLION W = W1 +W2 (2) • WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ONPAGE5OF5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE.'E ; OR D' BOTH ENDS NOTES: 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3 AND 5 2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT & NON— IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 GLAZING PRODUCT TYP. MUWON GLAZING PRODUCT H2 1 H1 H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 MULL LENGTH = W ANCHORS: TYPE. "B , C' OR D" 80TH ENDS H Robert L. CI 7/4—i P.E. #39712 Stnlrtural W W1 W2 W INDUSTRIES H2 H1 W = W1+W2 H = H1 +H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 Iv l) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = Hl Revsd By Date: Drown By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 ANCHORS TYPE A' ANCHORS: TYPE. B', C' OR D:,. BOTH ENDS W H2 H1 W1 1 W2 1 W3 W - W = W 1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 Chkd By rote: Date: 4/28/00 Description: ARRANGEMENT DETAIL Title: STD. WALL MULLION Series /Model: MULLS Revisions: Scale: NTS Sheet: 1 a5 APPROVED AS COMPLYING WITIU THE SOUTH FLORIDA BUILDING CODE DALE JUN 2 BY PROO NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 00 " 34 t 2. .OS' Drawing No. 6620 Rev: 1x4x.125 4 Anchors OPENING WIDTH IN INCHES 50 60 70 ; 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 42 170 170 170 170, 170 170 170 170 170 170 48 170 170 170 170. 170 170 170 170 170 170 50.625 170 170 170 170 170 170 170 170 170 170 54 170 170 170 170 162 158 157 157 157 157 60 170 170 157 143 134 127 124 122 122 122 63 170 160 141 128 119 112 108 106 106 106 66 170 145 127 115 106 100 96 93 92 92 72 142 120 105 95 87 81 77 74 72 71 76 120 102 91 81 74 69 65 63 61 59 78 111 94 83 74 68 63 60 57 55 53 84 88 75 65 59 53 49 46 44 42 40 90 72 60 53 47 43 39 37 35 33 31 96 59 50 43 38 35 32 30 28 27 24 108 41 35 30 27 24 22 20 19 18 16 - 111 38 32 28 24 22 20 19 17 16 144 17 - - - - - - - _ _ 1 x2x.115 2 Anchors 50 60 70 OPENING WIDTH IN INCHES 80 90 _.100 110 120 130 160 42 48 50.625 103 103 61 61 54 60 63 66 72 76 78 84 90 96 108 111 144 129 83 70 57 41 35 30 23 20 18 115 73 61 49 35 30 26 20 17 15 107 67 55 44 31 27 23 17 15 104 63 52 41 29 24 21 16 50 49 39 27 23 19 38 20 17 26 22 18 103 61 49 38 25 21 18 103 61 49 38 25 103 103 61 61 49 49 38 38 25 25 20 20 17 17 Vertical Mull �Opening___� Width Mull Length Horizontal Mull Opening Width I_ Mull 1 Length Multiple Mulled Units Opening Width Mull Length APPROVED AS COMPLYING WITH THE DD O ETH F`QRIpA U DE BY RAW_MIEF4 PROD .0 -NTROL DIVISION, BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00 - o Cs • ov- NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1. C 3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L. Clark, P.E. RE. #39712 Structural INDUSTRIES Revsd 9y: Dote: Drown By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Chkd By: Dote: Date: 4/28/00 PRESSURE CHARTS rue: 1 STD. WALL MULLION Series/Model: MULLS Revisions: Scale: NTS Sheet: 5aa5 Drawing No. 6620 Rev: MULL LENGTH IN INCHES NOTE: 1. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975 Robert L. C ark, .E. P.E. #39712 Structural FAT INDUSTRIES Revsd By: Dote: Drawn By: P.J.P. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Chkd By: Dote: Dote: 4/28/00 Series /Model: MULLS Revisions: Description: PROFILES TiUe: 1 STD. WALL MULLION Score: NTS Sheet: 4or5 Orowin9 No. 6620 Rev: 4 (TYP) 1 x STD. WALL MULLS MAT'L: 6063 -T6 APPROVED AS COMPLYING WITH THE DOE J U N �UI eE BY PRO. - eNTROL DIVISION BUILDING COOE COMPLIANCE 0 ICE ACCEPTANCE NO. D - O 9 12 . b S- L .737 T .490 -�- 1.451 .062 ALUM. 6065-F54 ALUM. 6065 -T5 .705 } ALUM. 6065-T5 .655 2.784 2.325 1.350 .062 —ft- ALUM. 6065 -15 ALUM. 6065 -T5 -f - 1.969 .062 1 2.330 1.123 2.710 — 4 - 1.523 — �-- i r ALUM. 6065 - T5 ALUM. 6065 -T5 Revsd 6y: F.K. Dawn r O.B. Do acriyt +on: EXTRUSIONS Title: 1.023 Dare: 1/4/01 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, F1 34275 NOKOM1S, f1 J4274 SH- 701 Chkd By. rote: Dare: 1/21/97 s ALUM. 6065-75 Rev+slone; 1.187 2.029 ALUM. 6065 -T.54 76111 .., ,I;.t :t!lilflP:, 100 APR .1.2 294 ALUMINUM SINGLE HUNG WINDOWS Serfea/1.loder: Stole: Sheet: Orawing No. NTS 30 4032 • .I • c ; — 0 1 0 C . 9 ) Rev. Window Heights Window Widths 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.090 (6) 40.000 (8) 44.000 (8) 48.000 (8) 53.125 (8) 26.000 (12) - 135.00 69.33 . 135.00 69.33 035 69.33 .135.00 69.33 J 435.00 69.33 - 135.00 69.33 - 123.69 69.33 - 111.77 69.33 -99.48 69.33 38.375 (12) - 135.00 69.33 - 135.00 69.33 1 .135.00 69.33 - 135.00 69.33 - 114.67 69.33 - 103.35 69.33 -91.34 69.33 .81.83 69.33 -72.19 6.33 50.625 (12) - 111.46 69.33 - 105.08 69.33 - 104.80 69.33 - 104.80 69.33 -97.86 69.33 -87,12 69.33 -76.00 69.33 •67.40 67.40 -58.86 53.86 63.000 (16) -80.02 69.33 -71.74 69.33 -69.42 69.33 .67.67 67.67 .67.67 67.67 -67.67 67.67 -67.67 67.67 -59.36 59.36 -51.22 51.22 76.000 (16) -61.73 61.73 -53.80 53.80 -51.19 51.19 -47.69 47.69 -46.53 46.53 -46.50 46.50 -46.50 46.50 -46.50 46.50 -46.50 46.50 Window Heights Window Widths 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (6) 40.000 (8) 44.000 (8) 48.000 (8) 53.125 (8) 26.000 (8) - 135.00 69.33 - 135.00 69.33 - 135.00 69.33 - 135.00 69.33 - 135.00 69.33 - 135.00 69.33 - 123.69 69.33 - 111.77 69.33 -99.48 69.33 38.375 (8) - 135.00 69.33 - 135.00 69.33 - 135.00 69.33 - 135.00 69.33 - 114.67 69.33 - 103.35 69.33 -91.34 69.33 .81.83 69.33 -72.19 69.33 50.625 (8) - 111.46 69.33 - 105.08 69.33 . 104.80 69.33 .104.80 69.33 -97.86 69.33 •87.12 69.33 -76.00 69.33 -67.40 67.40 -58.86 58.86 63.000 (8) -80.02 69.33 -71.74 69.33 •69.42 69.33 - 67.67 67.67 -67.67 67.67 -67.67 67.67 .67.67 67.67 -59.36 59,36 -51.22 51.22 78.000 (12) -61.73 61.73 -53.80 53.80 -51.19 51.19 -47.69 47.69 .46.53 46.53 .46.50 46.50 -46.50 46.50 -46.50 46.50 -46.50 46.50 COMPARATIVE ANALYSIS FOR 3/16" ANNEALED GLASS NOTE: Numbers in () parentheses are quantity of anchors per side. Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. N umbers above for #10 screws or 3/16" Tapcons. \)(r ulA) 'Os / X' NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each meeting raid NOTE: Anchors 6" from each corner as follows: Max. spacing at head & sill = 14.000 Max. spacing at jambs = 14.000 COMPARATIVE ANALYSIS FOR 3/16" ANNEALED GLASS NOTE: Numbers in ajarentheses are quantity of anchors per side. Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. n umbers above for screws or 114" Tapcons. NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each meeting rail) NOTE: Anchors 6" from each corner as follows: Max. spacing at head & sill = 14.000 Max. spacing at jambs a 14.000 REFERENCE TEST REPORT: FTC 1536 Robert L. Clark, p.#/e/ P.E. #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE Rwsd 8y: F .K. Drown 8y: rue: 1/4/01 D. ©. P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL J4274 Ghkd 8y: rote: Dote: 2/24/97 Revision a: .1 . ... ... :.� �'J�r.li..tJ Viilil TEE ;-A�ti d ���i :i i CtiDE DM 1 2 2_ s Bt . �._ COMPARATIVE ANALYSIS -- 76" HIGH "OX" ALUMINUM SINGLE HUNG WINDOWS seriea/I.fodel: SH-701 Sco1e: NTS Sheet: 40f7 P;GN: iTw1.:iti1'10f V BUIl01i13 CODE COMPEIM10E OFFICE ACCEPTANCE NO. 1) - QI09.01 Ora win 0. 4032 Rev: C TYP. HEAQ TYP. _SIL4 3/16" TAPCON Eitll #10 PANHEAD • • 44 • • A" v TYP. SILL TYP. HEAQ • 4 #10 PANHEAD 3/16" TAPCON 1.250 .250 MAX. Robert L. Clark, 1E: P.E. #39712 .250 MAX. • TYP. JAMQ T ■ INDUSTRIES ---1 1.250 4 • 4 • • Drawn 8y: 4 1 x WOOD BUCK Raysd 8 Y Dote: F.K. 11/4/01 R.S. 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Chkd 8y: lOote: Dots: 2/19/97 Revisions: TYP. JAMB Desonpt on: TYPICAL SINGLE HUNG ANCHORAGE (3/16" TAPCON /OR #10 PANHEAD) TStle: ALUMINUM SINGLE HUNG WINDOWS 2 x W000 BUCK f III i ■J w.•., iu.%d N111. Iflt SOUTH 1�G�1Dl( A BlaDING CODE DATE H [[ PRODU TROL DCfISIO?l BUILDING CODE COMPLIANCE OffICE ACCEPTANCE MO. 01-0/ 0 • D Series /Modal: Scale: Sheet: Drawing No. SH --701 NT 5c'7 4032 Rev: .250 MAX. TYP. JAMB 1.250 • 4, 4 • • a 4 4 • • /12 PANHEAD • • 1 x WOOD BUCK Revsd 9y F.K. rite: Dote: 1/4/01 Drawn By: R.S. 1070 TECNNOLOCY ORA;E P.O. 80X 1529 NCKOMIS, FL J4275 NOKOMIS, FL J4274 Chkd 8y: ° e l 1/27/96 Series/Mode : SH— 701 Dot MAX. score: NTS TYP. JAMB Revisions: Description: TYPICAL SINGLE HUNG ANCHORAGE (1 /4 " TAPCON /OR 1 1112 PANHEAD) ALUMINUM SINGLE HUNG WINDOWS Sheet: 6o'7 2 x W000 BUCK • /PPRO'lED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D,, E APR 1 zgo BY v . • .• PRODU T C.1iTROt DIVISION MIDI 6 CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0/- 0/04.01 Drawing No. 4032 Rev C • • • TYP. HEAD TYP. SL4L ► V t1 • 1 x WOOD • 11 BUCK 4' • t , 1) v ` v 1.250 1/4" TAPCON .250 MAX. - .250 MAX. 1 1.250 2 x WOOD BUCK D 1/4" TAPCON r Il /12 PANHEAD • TYP. SILL. • DI TYP. HEAQ • /12 PANHEAD 1.250 1 1.250 l r .250 MAX. 2 x W000 BUCK .250 MAX. -� 1/4" TAPCON " / 1Ft 7 .;; T I INDUSTRIES I Robert L. Clark, Pt. P.E. #39712 Structural Window Heights Window Widths 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (6) 40.000 (8) 44.000 (8) 48.000 (8) 53.125 (8) 26.000 (12) - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 . 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 38.375 (12) - 180.00 69.30 - 180.00 69.30 . 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 176.78 69.30 - 158.37 69.30 - 139.73 69.30 50.625 (12) - 180.00 69.30 - 180,00 69.30 .180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 163.62 69.30 - 147.10 69.30 - 130.45 69.30 - 113.93 69.30 63.000 (16) - 154.88 69.30 - 138.85 69.30 •134.36 69.30 - 130.98 69.30 - 130.98 69.30 - 130.98 69.30 - 130.98 69.30 - 114.88 69.30 -99.13 69.30 76.000 (16) - 119.48 69.30 - 104.13 69.30 -99.07 69.30 -92.30 69.30 - 90.06 69.30 -90.00 69.30 -90.00 69.30 -90.00 69.30 -90.00 69.30 Window Heights Window Widths 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (6) 40.000 (8) 44.000 (8) 48.000 (8) 53.125 (8) 26.000 (8) - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 180,00 69.30 - 180.00 69.30 38.375 (8) - 180.00 69,30 - 180,00 69.30 - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 - 176.78 69.30 - 158.37 69.30 - 139.73 69.30 50.625 (6) - 180.00 69.30 - 180.00 69.30 - 180.00 69.30 . 180.00 69.30 - 180.00 69.30 - 168.62 69.30 - 147.10 69.30 . 130.45 69.30 - 113.93 69.30 63.000 (8) - 154.88 69.30 - 138.85 69.30 - 134.36 69.30 - 130.98 69.30 - 130.98 69.30 - 130.98 69.30 - 130.98 69.30 - 114.88 69.30 .99.13 69.30 76.000 (12) - 119.48 69.30 - 104.13 69.30 - 99.07 69.30 -92.30 69.30 - 90.06 69.30 -90.00 69.30 -90.00 69.30 -90.00 69.30 -90.00 69.30 COMPARATIVE ANALYSIS FOR 1(4" TEMPERED GLASS NOTE: Numbers in () parentheses are quantity of anchors per side. Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. Numbers above for #10 screws or 3/16" Tapcons. NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each meeting rail) NOTE: Anchors 6" from each corner as follows: Max. spacing at head & sill = 14.000 Max. spacing at jambs s 14.000 COMPARATIVE ANALYSIS FOR 1/4" TEMPERED GLASS NOTE: Numbers in () parentheses are quantity of anchors per side. Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. Positive Design Loads based on Comparative Analysis and Water Test Pressure. Numbers above for #12 screws or 1/4" Tapcons. NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each meeting rail) NOTE: Anchors 6" from each corner as follows: Max. spacing at head & sills 14.000 Max. spacing at jambs = 14.000 REFERENCE TEST REPORT: FTL 1533 Robert L. Clark, P. P.E. #39'712 Stnictural T ■ INDUSTRIES Revsd By F. K, Orven By :. R.S. rtte: 1 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NCKOMIS, f1 ,34274 Chkd By: r. Dote: °°1 1/27/97 Description: COMPARATIVE ANALYSIS - 76" HIGH "OX" ALUMINUM SINGLE HUNG WINDOWS Series/btodel: Sll -70 r Revisions. SCOT e: NTS Sheet 7017 nor, r1, r ; ;.W: AS C3)1P1.T11tG W1i oft lii ft L S _ Y_L (:iili ::tr.. 'A'I - O14PI1.110E C'FfIC2 1LCi: ;IA _E ;0_ l.. /.t. °rowing No. 4032 95.500 ( J)i If: 7/ k X 7 3 /1 x 6 36' 1 d 37.500 / / / / / / / / 13" MAX. CN CENTER TYP. HEAD de SILL 13.150" Hinge 1 oc. 3r • € Hinge Loc. Aux. ON CENTER 1 3 tr yS 13.250" 6 Hinge Loc. 6" 47.75 95.500 13.250" � I H:.r,ge Loc. TYP. BOTH JAMBS 36 EXTERIOR ELEVATION / / / / / 1 Hinge Loc. TYP9 BOTH JAMBS 6" ---I ---- 13" — MAX. ON CENTER 1 YP. HEAD de SILL xxx 71.750 / / / / f' Rcrislons: Vef Wok a :.Yd e,- Pc':; O.B. 1 6/2P/P9 G r oeft 0,. D.B. / / / / / / Dots: 9/5/97 Hinges Loc. MM. ON CENTER T. BOTH .uMBS Ste Nor* 8. f¢tererrrrtWett No ft: forte w. t 1/1 C•c .02 F cc.av * a t r FO -101 OtscrtpCse 47. JYP. 80TH .w/8S French Door Elevations PC r N0; . vtNOOR No: NON -I,Mp C T DOORS h6 6" " 1.) GLAZING: 3/16" TEMPFRO 2.) CONFIGURATIONS: X, XX 3.) DESIGN PRESSURE RATING: 13" +60 P,S.F. — 60 P.S.F. 4.) ANCHORS: MAX. 6" FROM CORNERS (HEAD de SILL) MAX. SPACING AT HEAD de SILL: 13.000 MAX. 6" FROM CORNER3 (JAMo) MAX. SPACING AT JAMBS: 13.000 5.) INSTALLATION OF THIS UNIT WILL REOUIR_C A HURRICANE PROTECTIVE UN:T. 6) SEALANT TO CC APPLIED AROUND FRAME' CORNER, PANEL CORNER, DEAD BOLT do LEVER HANDLE 7) REF. NOA: 99••0515.0: 8) SCREWS ARE STAGGERED AT 13" CENTERS, SEE SHEET 4 FOR ANCHORAGE DETAIL. 1070 Technology 0r. Nu:comis, F1. 34275 Score: SnteI: I O.t,;11 ,y .. 1 .14 944 APPRCyE0 AS CGMPLY MC 1111 Drl SOfiN FlOMA QuKC :tO: COOP Cat: 11 .- 19 co R: 4 4� : I Ctr,CI cor�tac. 0,4 .40 w: CCCE CQ.tP?\ct WIC( KtEP:t,MCf to. y :.Q fS•G1 INDUSTRIES 14".8 95.500 ,250 Max. Shim IYP. .489 4.000 TYP. 1.489 250 ---i Mcx Shim TYP. ROUGH OPENING SCE SHEET 4 ------ FOR ANCHORS 25 11/16" DAn/CHI' OPENING 3.000 ROUGH 1 - . - 68.264 � OPENING _ PANEL OVERAEL 4 HORIZONTAL SECTION 1.479 $ 0 OW 93.615 84 5/6 Door DAYLIGHT 'OPENING Heglit r VERTICAL SECTION ROUGH OPENING 3.000 EXTERIOR INTERIOR '/94 AC TIVs PAN R e044 , a: ado r r;ol: EXTERIOR 71.750 Jokreneei Watt rarest ntcG.nt ! 1/i Detind .0Ce Ora++L .000 ! ArTdar: 1 1' S•'e r/Vode: FO-101 Of scrOtton: INAt; TiVE PANEL 1070 Technology Dr. Nokomis, Fl. 34275 1.480 A►=AOvfo AS CC- .PtTII, WIN 'ME SCUT 8U'1DR1C toot OAT 1 . 19 ►RO•)UCt COW; OIV!S :Oi SU' C4t$C C%t CQ U JAICE OFFICE 1 CCffi1►:C' NO 11 F: II L 15'C / 9 Rraa Br`36 cr:e O. 6 /19/ French Door — Section Views 1 PCT &A: IKNOOR M0 iScase: lSnoer. l o ..;n� Ka cxo -� O.B. r.: 9/5/97 .. 1 204 . 1 944 3.000 ROUGH OPENING FtI INDUSTRIES .250 3/16" TEMPERED NON-IMPACT GLAZING OPTION APP2CKO AS COMPS11M MTH TNt SC!: FiNtIO.A STINIS P:CE OITE_ ■I‘kt-u\ 1941. e Y • 8V,L004 COM coun NCE OMCE iCI:(P:A.NCE NO L. ••■ • SI 0 Mafen'oe Rt.sd 19,1 0.2tv IChkol y rote: 0.8. 0/19/99 oed.. e : 10e.• 9/5/97 I fairennertjklett PODNIt revcCow 1 t/e4 toc.:14 .00. 1 De;' Not .000 e Aet.41 t• F0-101 PT MO: 1070 Technology Or. Nokorrils, FI 34275 VENDOR NO: INDUSTRIES 1 Ofx.figan: French Door — Glozin f & Exploded Views Rev: kW.: er: Na. 304 944 I 8 S wiSf 6 60380 E0411 65170 LOCATION door fop lc bot. roil ea. d or o . bot. ro'1` ea. door to dr bot, ro;! ea. door .. . bof. roil ALUMAX ALUMAX ALUMAX W TP I N OUTSW. THRESHOLD .050 'WA L L 1RUS CLAMP 5 14 FRAME SCR. COVER CAP PLATE T11K P ' T INS RT 10%J 4 SCR. FLT. HO,. PHIL lit,`; A .5"'Y. 10x1 FL . HD. PHIL 10x1 2 FLT. HD. PH11. 8017. LIDE BOLT LOCK 22 6x) 2 FLT. HD. PHIL. 16x18 TRUSS NUr /1L, 6063 -T5 AL. 606.3-15 .062 WALL 16 TRUSS WASHER .100 x .190 OLON . H► PHIL. G2IN HANN FOAM TAP 4 TAPCON 16 TEMPERED SEAM S ALER 7WASHA 7JNUTA 41 22W 7FRSPX 71034A 7Fn,.:IOtiv 71OX1W 710xl2PPw 4 URLOK .375 x .190 OWN POINT LOCK ASS Y. LOCK LOCK DEAD -BOLT LOCK 60300W roJT TAY LOKIP 2 2 5 3 s (1S 0 15 hea• 6t sal hor. beo O r.h. astro• ® Lk os(r•.01 m r.h. osfro•al Used w NA NW! INO. MERCHANTS FASTENER MERCHANTS FASTENER ver. bead slide DOIt IOCkS lock su• •ort oss . o fro a!s 6r fr.me '.mbs O r.h. osero•of C !NOV TRIAL AQUA AST VINYL TECH. PAST C INOUS`TRIA SCHLEGEL CORP. SCH ECgL ORP HARLOC ALUMAX STIK -II PRODUCTS 820 Af - 54 FAN A . 60• -75 050 WA FRAME JAM : AL. 0053 - 15 .050 WALL FRAME HEAD. "l. E_063- T5/.052 WAIT UI 1 MIT 61069 60378M 60200K 7LOKAP 61308K 6SM55 W mar Offel ®r'WIL r er • i a [€OIfOr rolr[1os r0•als Tr. 'ombs heod minor QBIr oaour iraU orLil ALUMAX FASTEC INDUSTRIAL 0200X190 0375x190 FD3PTAY 1308 -1 PPG 1.0F soot E MOREHCAo SM5504 A L UMAX ALUMAX Al UMAX W .RNIN VINYL TECH. 41 CAMCORP T . CH. 41721 VINY MERCHANTS FASTENER VENDOR AF -10375 AF -10376 Ai-1 0373 r' S/,r24 —le/ A —1 AF -10380 AF -12376 899 AF -12375 4 UBLOK !IOWA SCREEN 05-005 • e • • • . • 1 H ; .1/1e' TAPCON TYP. HEAD TYP, JAMB 3/11' LWCON is 4WK a � •: . ;' • I i, TYP. SILL, 2 w000 BUCK , /10 PANNE O J9 TYP. HEAD SCREWS ARE STAGGERED IN JAMBS. SEE NOTE 8 ON SHEET 1 -11.250 mile. .d .1 • 1/16 tAACON © so TYP. JAMB CROVT lrvsr tRAkSYER 511°A Lfl•O ro VAS. 1 0000 ITEM DESCRIPTION V.T. # 1 DOOR IIEAO /SILL (AL. 606J-15 .062 WALT 60375 2 000 JAM) (AL. _ 6063 - T5 ,06? WALL 60376 .(5,Q0. aSTRAOAt [AL, 6Q 3- 06,2 WALC] 60377 4 .250 x .18/ fINS'EAL STRIP 6 GLAZING BE A° 39 ' 12 Ph PA S'rIS -•:s7 e 7 /y 6/914u OTY. 2 (1 2 FOIE; OTYS rN BRACKETS ARE roR X CONfK:tRAr,ON VENDOR M?10•40 A$ COMPIYlN WM( 11+£ S007)1 ft00JCA BUtt.DlMO CODE �}. (v;: •!E - � ZL 19AI er ks4eve \ • PRC:t ; COKTROt 013'3 03 -'C OIA CODE C PLt1 OfftC£ aCCi? I:.hGt hG. `g l5 • � 1 Reyyoruc Vof «:ol: 6063 —T5 R. .sa Br roes: ( AU er: :: 6e( 0.e. 1/SA r .. •0•" er. 0.8. 9/5/97 leto' tf tlnln. H*•t$ mola•• 4 I/0• 0tari .oar 1 O tiro .0 02 1 k+p.w. 1 1 Steel /mole' FO -101 1070 Technology Or. Nokomis, Fl. 34275 PST INDUSTRIES Orta p l:on: French Door — Anchorage & Bill of Materials PCT P; VENDOR NO: stele • I A e..� f lie. � 04 .L_ 944 Rev: B • 76.000 MAX. 34.500 DAYLIGHT OPENING MAX. ROUGH OPENING ROUGH OPENING VERTICAL SECTION 2.330 ROUGH OPENING 34.500 DAYLIGHT OPENING MAX. 0 2.710 _ 3116" !ANNEALED CLAU 3/16" W /DUPONT FILM — (457) INTERIOR 510E 1J4" TEMPERED GLASS GLAZING OPTIONS 1) CORNER CONSTRUCTION: FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEE /MOREHEAD /5504 FRAME HAS BUTT JOINTS. FRAME CORNERS AND FIXED MEETING RAIL ARE SECURED WITH (2) /8x1" PPH SMS 2) WEEP HOLES: (2) 1/2" WEEP NOTCHES AT ENDS OF SILL SCREEN RETAINERS HORIZONTAL SECTION T INDUSTRIES 48.250 DAYLIGHT OPENING MAX. — "X" 49.562 DAYLIGHT OPENING MAX. — "0" 53.125 MAX. Revell ey: F.K. Orown ay: Title: 'Dole: 1/4/01 R.S. Chkd Dote: Dote: 11/22/96 Ocscnption: CROSS SECTIONS Revisions: ROUGH OPENING t.I t 0•, APR 1 2 20 ALUMINUM SINGLE HUNG WINDOWS 1 Senea/L/odel: ' Scale: She et: ' Drawing No. NOKO SN J4275 NOKOMIS, I J4274 SH -701 NTS 2 �� 7 4032 76 Rev: 76.000 MAX. -- A 61 53.125 " X 3 ��'g Max. X NON—IMPACT WINDOWS 1.) GLAZING: 3/16' ANN. 2.) CONACURATIONS• OX J.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 4 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 4 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 ELEVATION NON— IMPACT WINDOWS 1.) GLAZING: 1/4' TEMPERED 2.) CONF7CUR477ONS: OX J.) DESIGN PRESSURE RAT7NG: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 7 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 7 .S) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6) REFERENCE TEST REPORT: FTL 15.3.3 POSITI'V'E NEGATIVE ITEM 3 4 25 _26 27 28 29 Robert L. Clark, P �1E1. P.E. #39712 Structural FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL DESCRIPTION 6 SASH BOTTOM RAIL SASH SIDE RAIL GLAZING BEAD WEATHERSTRIP -- VINYL BULB 10 3/16" ANNEALED GLASS 11 3 16" ANN. GLASS W /DUPONT 457 FILM 12 1 4" TEMPERED GLASS 13 ; 6 x .750 PHIL. PN. HD. 14 15 16 17 18 19 20 SCREEN 21 BALANCE COVER 22 BALANCE 23 WEATHERSTRIP — PILE \FINSE4L 24 SASH FACE GUIDE #6 x .500 PHIL. FLT. HD. SASH STOP 7 LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: J/16' ANN. SENTRY GLAs5 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SWEEP LATCH #8 x .625 PH11. FLT. HD. WINDLOAD ADAPTER #8 x .375 PHIL. P.N. TEK WEATHERSTRIP — VINYL BULB \SASH SASH TOP GUIDE #8 x 1.000 PHIL. P.N. SILICON WEATHERSTRIP — VINYL BULB \SASH *WHERE WATER INFILTRATION REQUIREMENT IS NEEDED *60 PSF -60 PSF 4.) ANCHORS: MAX. 6' FROM tACH CORNER MAX. SPACING Ar HEAD & SILL: 17.000 MAX. SPACING AT „GIMIBS: 16.000 (6 1N ma 3.) SHUTTER REQUIRETAENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT :: FTL 1531 RAIL AREA) T INDUSTRIES SMS WHERE WATER INFILTRATION REQUIREMENT IN NOT NEEDED Raysd By: F.K. Drown ey: R.S. 0escnpti 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, F1. 34275 NOKOMIS, F1 34274 +60 PSF -60 PSF Date: 1/4/01 v. r. # ELEVATION VIEW Ttle: VENDOR 612225 ALUMAX EXTRUSIONS 612226 ALUMAX EXTRUSIONS 612227 ALUMAX EXTRUSIONS 612228 ALUMAX EXTRUSIONS 612229 ALUMAX EXTRUSIONS 612230 ALUMAX EXTRUSIONS 612231 ALUMAX EXTRUSIONS 612234 ALUMAX EXTRUSIONS 6TP247K TEAM PLASTICS PPG. LOF 612236. 61062W 70251 Ctikd By: Dole: Oote: 11/27/96 SH— 701 LAM. BY ROMAG. VERICOM PPG, LOF 7658PFAA AQUA FASTENERS MINIATURE DIE CASTING 7858WW , MERCHANTS FASTENER CORP. ALUMAX EXTRUSIONS 78X38PPT MERCHANTS FASTENER CORP. 6TP249K TEAM PLASTICS MASTER TOOL VINYL TECH. \PGT WYBORG CALDWELL MANUFACTURING INC. SCHLEGEL CORP. MASTER TOOL 76X12FPAW SCHERER INDUST. PRODUCTS 612244 ALUMAX EXTRUSIONS 78X 1 PPA MERCHANTS FASTENER CORP. 62899 DOW CORNING 6TP248K TEAM PLASTICS Revisions: ALUMINUM SINGLE HUNG WINDOWS Series/Model: Scale: Sheet: NTS 1017 Drawing No. 4032 VENDOR # AF -12225 AF -12226 AF -12227 AF -12228 AF- -12229 AF -12230 AF- 122.1 AF -12234 TP -247 PGT. 214. XX AF- -12236 TP -249 7 —M10 -344 5 TAVE FS7826 -187 7—M10-251 AF- -12244 899 TP -248 ;.� , :•a :.r ...,r _ :.';7 t :1l1t I1iE S.0 ti ODE DA CC PRODU T INTROL Oii!S104 BUI!DINu CODE COHPL1A)CE OFFICE ACCEPTANCE HO. DI --01 Q 4.O L eY: • MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0109.01 EXPIRES: 02/25/2006 APPROVED: 04 /12/2001 MIAMI -DADE COUNTY, FLOk METRO -DADE FLAGLER I3UILDI. BUILDING CODE COMPLIANCE OFFICE ME1i(U- 1)At3L FLAG LER 13U11.DIXr 140 w7iST FLAGL1:R sTRI:1°r. SUITE 1603 MIAMI, FLORIDA 3313 0-1563 (305) 375 -2901 FAX (305) 375 - (: N rRACrnit LICENSING SECTION (305) 375 -2527 FAX (305) 375 -1553 ('oN I RA('rolt FN FoiteENtENT t)RVIStr)N (305) 375 -296() FAX (305) 375 -1903 PRODUCT CONTROL. DIVISION (305) 375.2902 FAX (305) 372 -h33`I Your application for Notice of Acceptance (NOA) of: Series SFI -701 Aluminum Single Iliung Window - Non - Impact & Large 1tilissi!e Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (13CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. 13CCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved Manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division THIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE ;• This application for Product Approval has been reviewed by the BCCO and approved by the Building. Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director iarni -Dade County Building Code Compliance Office \ks045C001 kpc200011templateslno acceptance cover page dot Internet mail address: postmaster @buildingcodcontine .corn (101 Ilomepage: http : /Avww.buildingcodcontine.corn PGT Industries ACCEPTANCE No.: 01- 0109.01 APPROVED: APR 1 2 2001 EXPIRES : February 26, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 97- 0310.02, which was issued on 02/26/98. It approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series SH -701 Aluminum Single Hung Window — Non- Impact and Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4032, titled "Aluminum Single Hung Windows" Sheets 1 through 7 of 7, dated 11/27/96, revised on 01/04/01, signed and sealed by R. L. Clark, P.E., bearing the Miami - Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIIIIITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating of Large Missile impact see sheet I and for Design Pressure Rating of Non Impact see sheets 4 & 7 of approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to detennine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the instal tion o this systen • 2 11/_ _ Man el Perez, P.E. Product C Prod • Control Division Tol EXEl i11Cr MIAMI.DADE MIN PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis Approved :07/22/1999 FL 34274 �tI:��II•DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE, COMPLIANCE, OFFICE METRO -DAD13 FLAI)LF.R BUILDING 140 WEST F STREET. SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.2908 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2066 FAX (305) 375.2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372.6339 Series FD -101 Outliving Aluminum French Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid alter the expiration date stated below. 13CCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0615.01 Expires:07 /22/2002 "Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County. Florida under the conditions set forth above. -rancisco Quintana, R.A. Director I of 3 Miami -Dade County Building Code Compliance Office Internet mail address: poslmasterthuildingcodeonline .com F HomepuRe: htlp : / /www.huildingcodeonline.cous PGT Industries. 1. SCOPE 1.1 This approves an outswing aluminum French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, du not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1.1 The Series FD -t01 Outswing Aluminum French Doors and its components shall be constricted in strict compliance with the following documents: Drawing No 944, titled "French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 09/05/97, revised on 6/29/99, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit application of pair of doors and single door only, as shown in approved drawings. Single door unit shall include described in the active leaf of this approval. 4. INSTALLATION 4.1 The outswing aluminum French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system. (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2 of 3 ACCEPTANCE No.: 99- 0615.01 APPROVED JUL 2 2 1999 EXPIRES JUL 2 2 z01)? NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 151..4 1 • L1 Hd [shag Chanda, P.E. Product Control Examine Product Control Division PGT Industries ACCEPTANCE No.: 01- 0109.01 APPROVED: 9. This Acceptance contains pages 1, 2, and this last page 3. END OF THIS ACCEPTAN E 3 APR 1 2 2001 EXPIRES : February 26, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing ofa revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process; b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purpose. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. 'laity portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The engineer does not need to reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acccptancc. Manu Perez, P. E., Product Cont,..9.xaminer Produc. 'ontrol Division • MIAMI•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. APPROVED: 06/28/2001 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 PAX (305) 375 -2903 CONTRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375.2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375.2903 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: 1 "x Std. Wall - Aluminum Tube Clipped Mullions under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 00- 0912.05 EXPIRES: 06/28/2006 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE ' This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s045000I \pc2000 templates\nodce acceptance cover page.doc Internet mail address: postmaster @buildingcodeonline.com Ifomepage: http : / /www.buildingcodeonline.com PGT Industries ACCEPTANCE No.: 00- 0912.05 APPROVED JUN 2 8 2001 EXPIRES • JUN •2 8 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 1 "x Standard Wall - Aluminum Tube Clipped Mullion and its components shall be constructed in strict compliance with the following documents: Drawing No 6620, Sheets 1 through 5 of 5, titled "1" Std. Wall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/28/00, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as shown in the approved drawings. 3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either lx2x.125 (2 anchors) mullion or Ix4x.125 (4 anchors) mullion, see corresponding table in approved drawings. 3.3 Window sizes and design pressures are to be limited only to those appearing on charts referenced above and also listed in the individual window's Notice of Acceptance. 4. INSTALLATION 4.1 The clipped mullion system and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, with mullion option indicated. 6.1.2 The Notice of Acceptance of each door and/or fixed lite attached to mullion. 6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly narked to show the components selected for the proposed installation. 6.1.4 Any other documents required by the Building Official or the South Flori Building Code (SFBC) in order to properly evaluate the installa '•n oft its system / Manu . Per - z, P.E. Product Co, Examiner ._�Produ ontrol Division 2 PGT Industries 3 ACCEPTANCE No.: 00- 0912.05 APPROVED EXPIRES Manu Per z, P.E., Product Co Produ 'ontrol Division JUN 2 8 2001 JUN 2 8 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPT NCE xaminer PGT Industries. ACCEPTANCE No.: 99- 0615.01 APPROVED JUl 2 220109299 EXPIRES JUL 2 2 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are nb older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered in a) There has been a change in the South Florida Building Code affecting the e%,atuation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in thc materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this oflice. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7, A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tinte. The engineer need not reseal thc copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. S 1 . LUa !shag Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 PROPERTY OWNER Name eJe.ar Oki . : L 3 t Name t1e nu: Oc t ce(- Se, ``; Address i l� ) .5 CO ) a-0 J I re.Q.A 11Ct t ) 10 (Ct % 7561 3 (o Address h _i- a,0 t .) go_SI -r-e 1 fl \ Ic Tr i (xres) ri-- 33 3-r9: Ilome Telephone , ` ,' 45-1-c1•31•3 ,QJ Business Telephone Alteration Interior Fax C11ker oe Qeec2Ol `Corn Demolish CONTRACTOR Name eJe.ar Oki . : L 3 t ' License No. U j r ; ,, OO i�3 ``; Address i l� ) .5 CO ) a-0 J I re.Q.A 11Ct t ) 10 (Ct % 7561 3 (o Telephone &,...;y0 .,7to Fax h1t) / ] i3 _7/ 7 1/ 1 /(Of I n � �� f Qualifier Name cer ytn I k, _ it Q t 4 ARCHITECT New Construction -j� Name al% are h L 1 ! cc-hire. Enclosure License No. Alteration Exterior Address ) Gs--• eerc flCI iU• M (utri , L. 3' ,QJ Telephone es _ vg e i �1 /qL / Alteration Interior Fax aej- ej 1/ Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS • The folowingsteps must be taken to obtain a permit from the Miami Shores Village;` Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: I:34 F <.- , ..— X{,_ , Address Apt. City State Zip Folio Number 11-3 Description of Work Re m-scp CV•rlf-1 PERMIT TYPE (✓ ) f Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CILtNGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Master Permit No. Subsidiary Permit No. PERMIT APPLICATION Lot �1 c` 1 1 L-c* 1 el Block -- ti. nc) el L, - . t0 �y Subdivision PB �' G' Current Use of Property S rItice_Q Proposed Use of Property 0.,_ -t c Q . Value of Work ll+ acX C C) `l/_� Tenant Information Tax Assessed/Appraised Value 05ee c& /tP Zoning 5„ 1 '' 4 iy Ate` Linear Feet Square Feet . (D.5 Units t Floors n Bldg Value � 1 Vg. Flood Zone 4 Base Floor Elev. ENGINEER Name License No. Address Telephone Fax X Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the streeVsidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at Ieast 10 feet from the edge of pavement 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AI l IDAVIT Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commenceme must. JZe POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Vi a .x..11 o Construction Lien Law and Choosing a Contractor. STA COF FLORIDA C NTY OF MIAMI -DADE Print Name ^^ .. rr ild Sworn to and subscribed before me this /6 day of �/- Signat SEAL: ature of Owner e of Notary Public - S . e o 40rida MaSelloe Matquet- *l, i*GasArsich ��' " My Commission CC8?3122 Expires September 22, 2003 Personally known OR, Produced Identification PERMIT APPLICATION STATE Y OF MIAMI -DADE Print Name Sworn to and subscribed before me this t day of -rte ✓�Jf�c! e t ignatt of Notary Public - State of Florida LA U.. Cra RI;INALDO DE ARMAS COMMI$5 ON It CO 472 EXPl&E3 FEB 1 1 2005 wale ti 61(x/ i ,TVANT1401 t?ptaer SEAL: Personally kn NOTARY a'xrt OF rtonra ars ,fir ::fief Type of Identification Produced: Type of Identification Produced: r 1 ' 0 4 L►`i / k L fGt � ELECTRICAL' TYPE Minimum Fee QTY TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Cooling Tower Fan Vent Hood, Cost Outlet, Wall Service, Temporary AJC Central 4 -7 Ton Paint Booth Fire Pump Outlet, Switch Air handler, Tons Signs Ductwork, Cost of A/C Central 8 -15 Ton Periodic Inspections Fixture - Fluorescent Oven Space Beater (kw) Process/Pressure Piping A/C Central 16 -20 Ton Fixture Light Bath Fan - Vented, # Parking Lot Lights Fireplaces, Number of Spas/Hot Ribs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violatl4as Heat Recovery Refrigerator, Comm. (p/PII) Temp Serv., Construction Dishwasher Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days _Compactor Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. QTY: A/C Central, Tons Bath Rib Cooling Tower - Beating Strips, each Vent Hood, Cost Miscellaneous Repairs A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Pool Piping Air handler, Tons Sprinkler Repair Ductwork, Cost of Piping, Flammable LIquid Periodic Inspections Fountain Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Water Gas • Appliance Bath Fan - Vented, # Pump, Domestic Fireplaces, Number of Pressure Vessel Cap - Sewer PLUMBING =TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Rib Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas • Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION N INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. I RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CLIECKLIS• O OWNER - BUILDER FORM (Attach) O FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review O PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) $ l21D $ ( `J 0 (sq.ft. = x/1000 x 0.60) $ (0.005 /sq.ft.) $ (0.01 /sq.ft.) REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERMIT FEES TOTAL $ ISSUING OFFICIAL _r DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2''D AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com PAY TO THE ORDER OF CLEAR CHOICE WINDOWS & DOORS INC 13276 SW 120TH ST MfAMI, FL 33186 OF /4; a 74 ; A.0/ OCEAN BANK 7951 S.W. 40T11 STREET MIAMI, FLORIDA 33155 '+'00308;so 1:0660 3921: 0 20 2 19 16S 2005 63- 1139/660 02/ 02 o t /2Q7Z CO I . *SO 3081 RS MARK DISCRIPTION SIZE (in) AREA (R ZONE (P03. PRESSURE 1(psf) NEG. PRESSURE (pst) WIDTH =' HEIGHT SIT." SPECIFI SITE SPECIF K ti A Y2 32 — SH 26.5 26 4 4 45.1 - 47.9 B 2 — 23 37 38.375 9 4 45.1 -47.9 11 FRENCH DR 71.75 79.75 39 1 4 1 41 . 3 -44.1 D onald W. Shackel ord P.E. Structural Engineers and Planners #24803 7975 Sunset Drive Miami, Fl. 33143 Tele: (305) 271 -8040, Fax: (305) 273 -1210 JANUARY23, 2002 SEPE RESIDENCE 1207 NE 92" ST MIAMI SHORES, FL SITE SPECIFIC WIND LOAD CALCULATIONS PER ASCE 7 -93 VELOCITY =110 MPH Note: dimensions provided by client WALL WIND LOADS WALL AREA 4 5 GCp ( +) 1.400 1.400 GCp ( -) -1.500 -2.000 PRESSURE (PSF) 45.1 45.1 SUCTION (PSF) -47.9 , -61.5 DONALD W. SHACKELFORD, P.E. 7975 SUNSET DR. MIAMI, FL 33143 (305)271 -8040 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : SEPE RESIDENCE JOB NUMBER : 1207 NE 92ND ST, MIAMI SHORES DATE : 01 -23 -2002 DESCRIPTION : WINDOW & DOOR PRESSURES ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY = 110 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 1 IMPORTANCE FACTOR = 1.05 STRUCTURE IS WITHIN 100 MI. OF HURRICANE OCEANLINE 3.00 : 12 (14.04 DEG) 10.0 FT2 15.0 FT Kh = 0.801 8.5 FT Kz = 0.801 ++ ++ ++ ++ a 4 5 a 4 5 qh = 27.4 PSF qz = 27.4 PSF P = qh(GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 28.0 F'1 CORNER DISTANCE, A = 3.0 FT DONALD W. SHACKELFORD, P.E. 7975 SUNSET DR. MIAMI, FL 33143 (305)271 -8040 Copyright 1994 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : SEPE RESIDENCE JOB NUMBER : 1207 NE 92ND ST, MIAMI SHORES DESCRIPTION : WINDOW & DOOR PRESSURES * ** DESIGN WIND LOADS - ASCE 7 -93 * ** * ** COMPONENTS AND CLADDING * ** BUILDINGS WIND VELOCITY EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = STRUCTURE IS WITHIN ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z 110 MPH C 1 1.05 100 MI. OF HURRICANE OCEANLINE 3.00 : 12 (14.04 DEG) 39.0 FT2 15.0 FT 8.5 FT WALL WIND LOADS GCp ( +) GCp ( -) PRESSURE (PSF) SUCTION (PSF) WALL AREA 4 1.261 -1.361 41.3 -44.1 5 1.261 -1.687 41.3 -53.0 ++ ++ ++ ++ lai 4 151 a Kh = 0.801 Kz = 0.801 4 5 DATE : 01 - 23 -2002 qh = 27.4 PSF qz = 27.4 PSF P = qh (GCp) - qh(GCpi) GCpi = ± 0.25 BUILDING WIDTH = 28.0 FT CORNER DISTANCE, A = 3.0 FT -■ - Y 7 _ - - r .r -. -,.. : - 1 - RElSIN DAT I;sILEt4q MF1DF1$EY MARTtN MI $ ORES ' \ FLOR(DA MIAH 5 AF i \ T hLiM 1 R 1 HE O 5 Gov�l ` k'/I E.: Iv /;! -0 Oyvat.:r w/( ) . ;. C: P,`"....F..s • Frx.1r7. 5'} LA1, ... ' # =3 WW 1 1 - 4 Ua. cv- • .%-‘t-i P of =tJ °M ! SJ a 20 r =E3 u• M E- •sso w .... " : 4- 4 , , •26,-,i6 44:44: .^ °"•"!..‘"Ir" I.VP4 VTII.,ITY DININC? ITC 1E T ' JG / co Z 2. qK /4C ES o t2: •• WA 3''-tG �� S/Z ..i�r ss' j "r T 3 tits $/I�?ry W/]�f,(: j' �1 �t ��� .... j'r�� /3� /K V � .r� � �,r t,. uc I ? cu/vs aL/.0a' 'u •�i /. 1, r/"1 F, J./ ' ' V �J�"" ('�' G ./ .4) � 0 /S ` � l ' ' Y ±.:1 s •, . i ::: 4 a � . _ : / / • = C,N, p c , / /ai. L. =- 5'U ! :~'� %/ ()Ai � (J/ y r //J,) 4o */R 411 PIP4r< �" on/AA / c. APAV /z y ISSUED 1 1 DATE imos FILE. NO. �— 5`815 _ SHEET • DRAWN: D.J.N. CHECKED: D.J.N. SITE / PROJECT DATA ZONING 12,500 NET S.F. 25' -0" MIN. 15' -0" MIN. 10' -0" MIN. FLOOD ZONE "X" 2 STORIES / 30' -0" 2,741 GROSS S.F. 407 GROSS S.F. SITE AREA: SETBACKS: FRONT REAR SIDE BASE FLOOD ELEV. BUILDING HEIGHT BUILDING AREA: EXISTING HOUSE - A/C PROPOSED ADDITION - A/C TOTAL UNDER A /C: EXISTING GARAGE 3,148 GROSS S.F. 570 GROSS S.F. SHEET: DRAWN: D.J.N. CHECKED: D.J.N. DATE: 10 - 8 -01 scan AS NOTED COMMISSION: 00016 DRAWING TITLE: SITE PLAN / NOTES SHEET: OF Al 5 SHEETS Additions and Alterations for: The Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida October 8, 2001 100% CONSTRUCTION DOCUMENTS LEGAL DESCRIPTION: THE WEST 25 FEET OF LOT 19 AND ALL OF LOT 20, BLOCK 2. BAY LURE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 44 AT PAGE 63 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. SCOPE OF PROJECT: THIS PROJECT ENTAILS THE FOLLOWING: 1.) THE ADDITION OF A PLAYROOM AT THE NORTHWEST SIDE OF THE EXISTING HOUSE. 2.) THE ALTERATION OF AN EXISTING BEDROOM AND BATHROOM. GENERAL NOTES: 1. THE GENERAL NOTES AND CONSTRUCTION DOCUMENTS HEREWITH SW_ APPLY TO THE WORK OF THIS PROJECT, AND SHALL BE CAREFULLY REVIEWED BY THE GENERAL CONTRACTOR AND ALL HIS SUBCONTRACTORS. THE GENERAL CONTRACTOR SWILL COORDINATE EACH SUBCONTRACTORS' WORK WITH OTHER SUB- CONTRACTORS' WORK ASSOCIATED WITH THIS PROJECT. 2. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL CARRY WORKMENS COMPENSATION INSURANCE IN STATUTORY AMOUNTS AS REQUIRED BY LAW. TO ME FULLEST EXTENT PERMITTED BY LAW, THE GENERAL CONTRACTOR AND ALL OF HIS SUBCONTRACTORS SHALL INDEMNIFY AND HOLD HARMLESS THE ARCHITECT AND HIS CONSULTING ENGINEERS AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, AND EXPENSES RESULTING FROM THE PERFORMANCE OF THE WORK ASSOCIATED 1 THIS PROJECT. 3. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS & DIMENSIONS AT THE JOBSITE. THE GENERAL CONTRACTOR SHALL COORDINATE ACTUAL FIELD CONDITIONS WI11 THE WORK SPECIFIED IN THE CONSTRUCTION DOCUMENTS PRIOR TO BIDDING AND ANY CONSTRUCTION, AND NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY IF ANY DISCREPANCIES ARE ENCOUNTERED. BY SUBMISSION OF A BID FOR CONSTRUCTION, THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS ACKNOWLEDGE PERFORMING THE ABOVE INSPECTION, AND INCLUDE N HIS PROPOSAL ALL COSTS AND /OR FEES PERTAINING TO THE COMPLETION OF THE PROJECT AS INTENDED IN THE BIDDING CONSTRUCTION DOCUMENT SET AND ANY AGENDA, THESE MIGHT INCLUDE, BUT ME NOT LIMITED TO, THE REMOVAL, RELOCATION, MO/OR REPAIR OF ANY EXISTING OBJECTS OR OBSTRUCTIONS WHICH MAY BE ENCOUNTERED IN PERFORMING THE WORK. 4. ALL WORK PERFORMED FOR THIS PROJECT SHALL. COMPLY Wf hl ALL NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION, THE SOUTH FLORIDA BUILDING CODE, AND WITH THE REQUIREMENTS OF THE UTILITY COMPANIES WHOSE SERVICES SHALL BE UTILIZED. ALL MODIFICATIONS REQUIRED BY THE BUILDING DEPART - MENT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO, OR AT THE TIME OF PERMNITTNG. ANY REQUIRED CHANGES SHALL BE SHOWN, AS DETERMINED B THE ARCHITECT, ON REVISED DRAWINGS ISSUED TO THE GENERAL CONTRACTOR. ANY ADJUSTMENTS TO THE CONSTRUCTION FEES SHALL TAKE PLACE AT THIS TIME AND BE SUBMITTED FOR APPROVAL OF THE ARCHITECT AND OWNER. 5. THE GENERAL CONTRACTOR ANO EACH SUBCONTRACTOR SHALL MAKE ARRANGEMENTS FOR, OBTAIN, AND PAY FOR ALL PERMITS, ItSIS, INSPECTIONS, AND APPROVALS REQUIRED OR HIS PORTION OF WORK. 6. THE GENERAL. CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ALL 1 . TORY BUILDING INSPECTIONS REWIRED BY THE BUILDING DEPARTMENT TO BE MADE BY THE ARCHITECT OR ANY OF HIS ENGINEERS UPON ISSUANCE OF THE PERMIT. THE CONTRACTOR MUST CONTACT THE ARCHITECT PRIOR TO SCHEDULING THE INSPECTION WITH THE BUILDING OFFICIAL SO THAT THE ENGINEER C M CONDUCT THE SAME INSPECTION AND INf11AL THE INSPECTION LOG AS REQUIRED BY SECTION 3072 OF THE SOUTH FLORIDA BUILDING CODE 7. THE GENERAL. CONTRACTOR AND ALL SUBCONTRACTORS MUST BE AWARE OF ALL COMMENTS AND NOTES MADE BY THE 8UII-,TING OFFICIAL UPON THE FINAL PERMIIIt0 JOBSITE SET OF CONSTRUCTION DOCUMENTS, AND SHALL INCORPORATE ALL INFORMATION WITHIN THE APPLICABLE CONTRACTORS' SCOPE OF WORK. IT SWILL, AS WELL, BE THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR TO KEEP AN AS-BUILT SET OF CONS :''OTION DOCUMENTS, AND TO NOTIFY THE ARCHITECT OF ANY AND ALL CHANGES MADE DUE TO FIELD DIRECTIVES BY THE BUILDING INSPECTORS. UPCN SWAINTAL COMPLETION OF THE PROJECT, THE GENERAL CONTRACTOR SHALL DELIVER THE AS -BUILT SET OF CONSTRUCTION DOCUMENTS TO THE MCAT ECT, WITH ALL AUTTIORIZD FIELD CHANGES CLEARLY INDICATED IN RED INK. 8. THE GENERAL CONTRACTOR AND THE OWNER SHALL BE SOLELY RESPONSIBLE FOR VERIFYING REQUIRED GRADE AND FINISHED FLOOR ELEVATIONS WTH RESPECT TO APPLICABLE COUNTY FLOOD CRITERIA, FEDERAL FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, AND APPLICARAE GOVERNING AGENCY. THE ARCH[TECT SWILL. BE NOTIFIED IMMEDIATELY OF ANY CONFIJCTS OR DISCREPANCIES. CONTRACTOR SHALL GRADE LOT 50 AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER ONTO ADJACENT PROPERTIES. 9. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHAT BE INDIVIDUALLY RESPONSIBLE FOR THE PROTECTION OF BUILDING OCCUPANTS FROM HAZARDS ASSOCIATED WITH HIS PARTICUTAR WORK. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL BARRICADES, aARRIERS, AND DUST CONTROL SYSTEMS NECESSARY TO PROTECT THE HEALTH AND SAFETY OF THE BUILDING OCCUPANTS. 10. WRITTEN DIMENSIONS AND NOTES ARE TYPICAL FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE SPECIFIED IN THE CONSTRUCTION DOCUMENTS. DO NOT SCALE DRAWINGS. IF REQUIRED DIMENSIONS OR NOTES ARE NOT INDICATED OR DISCREPANCIES ARE NOTED, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR RESOLUTION. 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY CUTTING, FITTING, AND PATCHING THAT MAY BE REQUIRED TO PROPERLY COMPLETE THE WORK OF HIS CONTRACT. NO CONTRACTOR SHAT ENDANGER THE WORK OF ANY OTHER CONTRACTOR. ANY FEES /COSTS INCURRED TO REPAIR DEFECTIVE OR LIMITED WORK SHALL. BE BORNE BY THE SUBCONTRACTOR RESPONSIBLE THEREFOR. 12. THE GENERAL CONTRACTOR SHALL SUBMIT PRODUCT APPROVALS, SHOP DRAWINGS, SAMPLES, AND EQUIPMENT SPECIFICATION SHEETS AS CALLED FOR N THE CONSTRUCTION DOCUMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: PREFABRICATED TRUSSES, RAILINGS, WINDOWS, DOORS, ELECTRICAL EQUIPMENT AND INTERIOR /EXTERIOR FINISHES. SUBMITTALS SHALL BE DEIVERED TO THE OWNER SUFFICIENTLY IN ADVANCE TO ALLOW FOR REVIEW. PROCURMENT AND /OR FABRICATION SHALL NOT COMMENCE UNTIL SUBMITTALS ARE REVIEWED AND APPROVED BY THE OWNER, ARCHITECT, AND /OR ENGINEER. 13. ALL REQUIRED NAB TESTS PERTAINING TO THE PROJECT SHALL BE PERFORMED AT THE SOLE EXPENSE OF THE GENERAL. CONTRACTOR, AND BY A LICENSED I tSIING LABORATORY UNDER THE SUPERVISION OF A FLORIDA REGISTERED ENGINEER. TEST RESULTS SHALL BE SUBMITTED EACH TIME A TEST IS COMPLETED. 14. THE GENERAL CONTRACTOR AND ALL APPLICABLE SUBCONTRACTORS SHALL FURNISH AND BE SOLEY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN THE PLUMBNESS AND STABIUTY OF STRUCTURAL ELEMENTS. THIS SHALL APPLY EVEN TO THOSE STRUCTURAL MEMBERS NOT INDICATED IN THE CONSTRUCTION DOCUMENTS. 15. NO STRUCTURAL MEMBER SHALL. BE CUT, REMOVED, AND /OR MODIFIED (UNLESS SPECIFIED IN THE CONS IItUCfl ON DOCUMENTS) WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR HIS STRUCTURAL ENGINEER. 16. ALL EXISTING DISTURBED AND /OR DAMAGED SURFACES (I.E.: DRYWALL, PIASTER, STUCCO, WOOD, PAINT, ETC.), WITHIN THE AREA OF CONSTRUCTION, SHALL BE REPAIRED, AS NECESSARY, TO MATCH EXISTING FINISHES. 17. AFTER COMPLE110N OF CONSTRUCTION, ALL WORK AREAS SHALL BE LEFT CLEAN AND FREE OF ANY JOINT COMPOUND, PLASTER, STUCCO, PAINT SMEARS OR SPLATTERS, AND THE BUILDING IS TO BE BROOM CLEANED. 18. THE GENERAL CONTRACTOR AND ALL APPLICABLE SUBCONTRACTORS SHALL PROVIDE AND INSTALL 2x WOOD BACKING BETWEEN STUDS AND /OR FURRING FOR ANY BASE AND WALL - MOUNTED CABINETRY AND SURFACE - MOUNTED ACCESSORIES PRIOR TO INSTALLATION OF ANY WALLBOARD. PROVIDE BACKING EVEN IF CABINETRY AND SURFACE - MOUNTED ACCESSORIES PRIOR TO INSTALLATION OF ANY WALLBOARO. PROVIDE BACKING EVEN W CABINETRY AND ACCESSORIES ARE "BY OTHERS" OR "NOT IN CONTRACT' (N.I.C.). CONTRACTOR SHALL MARK LOCATION OF BACKING ON THE FINISHED WALLBOARD. 19. CABINET MANUFACTURER SHALL FIELD MEASURE EXACT LOCATION OF Al CABINETRY AND ELECTRICAL RECEPTACLES AT THE JOBSITE PRIOR TO THE FABRICATION OF ANY CABINETRY. THE ARCHITECT SHAH BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS FOR RESOLUTION. 20. CABINET MANUFACTURER SHALL FIELD MEASURE EXACT LOCATION OF ALL CABINETRY AND ELECTRICAL RECEPTACLES AT THE JOBSITE PRIOR TO THE FABRICATION OF ANY CABINETRY. ME ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS FOR RESOLUTION. 21. AL WORK SPECIFIED N THE CONSTRUCTION DOCUMENTS, AND PERFORMED BY THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS, SHAT BE GIVEN A (1) YEAR WARRANTY FROM THE DATE OF THE CITY OR COUNTY'S FINAL INSPECTION, AND WITH THE OWNER'S APPROVAL OF SATISFACTION. DURING THIS PERIOD, THE CONTRACTOR AGREES TO REPAIR AND /OR REPLACE, AS NECESSARY, ANY WORK PERFORMED UNDER HIS CONTRACT WHICH IS DEFECTIVE OR DAMAGED DUE TO CIRCUMSTANCES ASSOCIATED WITH THE WORKMANSHIP OF THE GENERAL CONTRACTOR'S WORK FORCE, OR THAT OF HIS SUBCONTRACTORS. 22. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF CONSTRUCTION AND REMAIN THE PROPERTY OF THE ARCHITECT. ANY REPRODUCTION OF SAID DRAWINGS, WITHOUT ME WRITTEN CONSENT OF THE ARCHITECT, IS STRICTLY PROHIBITED BY COPYRIGHT PROTECTION LAWS. SHOP DRAWINGS; ALL SHOP DRAWINGS SHALL BE THOROUGHLY CHECKED BY THE GENERAL. CONTRACTOR AND APPLICABLE SUBCONTRACTOR, AND SHALL BEAR CHECKER'S SIGNATURE BEFORE BEING SUBMITTED TO THE OWNER FOR APPROVAL WHEN REVIEWED BY THE ARCHITECT OR ENGINEER ON BEHALF OF THE OWNER, SUCH REVIEW SHALL BE FOR ME NFORMATION GNEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONSTRUCTION DOCUMENTS. APPROVAL WILL NOT RELIEVE THE GENERAL CONTRACTOR AND APPLICABLE SUBCONTRACTOR OF THEIR RESPONSIBILITIES FOR QUANTTIY, FIT, DIMENSIONS, MEANS, SEQUENCES, METHOOS AND PROCEDURES, NOR FOR ANY DEVIATION FROM THE REQUIREMENTS SPECIFIED IN T CONSTRUCTION DOCUMENTS. COMMENCING FABRICATION. M . SHOW DRAWNGS. ONCE REVIEWED BY T A OR ENGINE SFWl. BEAR ME FOR OF 11HE ARCHITECT PRIOR ENGINEER, AND SHALL INDICATE WHAT ACTION SHOULD BE TAKEN BY THE CONTRACTOR; APPROVED, APPROVED AS NOTED, OR NOT APPROVED AND RE- SUBMIT. SHOP DRAWINGS AND ANY MARK -UPS AND /OR NOTES MADE B THE ARCHITECT OR ENGINEER SHALL BE THOROUGHLY REVIEWED BY THE GENERAL CONTRACTOR. IN THE EVENT THE GENERAL CONTRACTOR IS UNCLEAR WITH ANY OF THE MARK -UPS OR NOTES, HE SHALL CONTACT THE ARCHITECT OR ENGINEER AT ONCE FOR CLARIFICATION. NO CHANGES OR DEVIATIONS SHALL BE MADE UNDER ANY CIRCUMSTANCES WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER. • • 0 0 0 • • • • • • • • 0 ) • • .4 • • . • • • • • • 4 • • • • • • • • • + • • • PROPOSED - 1 STORY C.B.S. ADDITION N.G.V.D. = 8.23' NEW A/C COMPRESSOR AND CONCRETE PAD. EXISTING A/C COMPRESSOR AND CONCRETE PAD TO REMAIN. PROPERTY LINE e CsI o f INTERLOCKING BRICK PAVER Tn PATIO DECK ON LEVELING SAND OVER COMPACTED GRAVEL BASE TYP.. PAVER SHALL MATCH EXISTING. 10 - 0 " RIMMED g eu 10 - 0 " Roan® MOCK 0 vA PROPERTY LINE �1� SITE PLAN Al 1/8' =1' -0' GARAGE PLA EXISTING DRIVEWAY TO REMAIN EXISTING - 1 STORY C.B.S. RESIDENCE No. 1207 N.G.V.D. = 8.23' N.E" 92nd STREET COMM PL.ANTIA EXIST. DECK TO REMAIN. EXISTING LANDSCAPE AREA 100.00' C N E G A S ARCHITECTURE • INTERIOR DESIGN • CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 5LJl51/l *Oat/Cr /4-9Pi0✓BLS fDR (i)/AIDoWS poblS 5 501itrEgS pivot ro 1/R $ 7 Interior Alterations and Additions for: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida R E V I S I O N S : DRAWN: D.J.N. CHECKED: D.J.N. DATE: 10 -8 -01 SCALE: AS NOTED COMMISSION: 0 0 01 6 DRAWING 11111: DEMOLITION PLAN SHEET: 0 F A2 5 SHEETS CONTRACTOR SHALL REMOVE ROOFING, SHEATHING AND ROOF STRUCTURE IN AFFECTED AREA. COORD. WITH ROOF PLAN. EXISTING ROOF OVERHANG TO REMOVE. EXISTING A/C COMPRESSOR AND PAD TO REMAIN. F ',.; r7 rr r7 / rr7"� r—r 7 7- 7-J—r r/77:77/7777/7/—% i / / / / / //, ////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / r' // / v / / /,.� / / /, /, 7 / 7 7 / / 7 , 7 , . 7 7 7 7 7 7 / / 7 7// 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7/ // 7 // /// / 7 /777/777,777777777777.777/777 7 .7 7 7 7 7////7/./_Z177// 7 7 7 / 7 / 7 / / / / / / / / / / .• i 44._e_7 L / 777 L 4 c.L1.d a� . II - -- 11 n 6 ii w u O —, BEDROOM ■ BATH,, O J LAUNDRY LrJ EXISTING ELEC. PANEL TO REMAIN. "A2/ 1/4 V-0 • • • • • .. • DEMOLITION PLAN GARAGE O 0 O 0 FLORIDA ROOM TJ LIVING ROOM KITCHEN EXISTING COLUMN TO REMAIN BREAKFAST ISM. PLANTER DEMOLITION NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY A SPECIALTY ENGINEER FOR ADDITIONAL BRACING IF NEEDED DURING DEMOLITION. J BATH BEDROOM 0 1 J` PLANTER L BATH r CLOSET 1K - r b � DEMOLITION LEGEND : BEDROOM BEDROOM 0 EXISTING WINDOWS, SILL, AND CASING TO BE CAREFULLY REMOVED AND STORED FOR RELOCATION. CONTRACTOR SHALL CAREFULLY REMOVE ALL CASING AND TRIM. 2. EXISTING EXTERIOR CONC. WALL, FINISH AND ELECTRICAL DEVICES TO BE REMOVED AND DISCARDED. COORDINATE WITH ARCHITECTURAL PLANS FOR EXACT LOCATION. 3. EXISTING WOOD DOOR AND CASING TO BE REMOVED AND DISCARDED. CONTRACTOR SHALL CAREFULLY REMOVE DOOR AND CASING FOR POSSIBLE RELOCATION 5. EXISTTNG WATER HEATER TO BE REMOVED AND RELOCATED. CONTRACTOR SHALL CAP -OFF THE EXISTING SUPPLY LINES. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION. 7. EXIST. A/C EQUIP. TO BE REMOVED AND DISCARDED. -I 4. EXISTING INTERIOR WOOD PARTITION, FINISH AND ELECTRICAL DEVICES TO BE REMOVED AND DISCARDED. COORDINATE WITH ARCHITECTURAL PLANS FOR EXACT LOCATION. 6. EXIST. PLUMBING FIXTURES TO BE REMOVED AND DISCARDED. CONTRACTOR SHALL CAP OFF EXISTING SUPPLY LINES. DEMOLITION NOTES : 1. ELECTRICAL CONTRACTOR SHALL DISCONNECT POWER TO ALL DEVICES (I.E. SWITCHES, CIRCUIT BREAKERS, RECEPTACLES, PANELBOARDS, DISCONNECTS, ETC.) WITHIN AREA OF WORK. E.C. SHALL VERIFY THAT ALL ELECTRICAL EQUIPMENT IN THE AREA OF WORK IS ELECTRICALLY SAFE FOR TEMP. REMOVAL PRIOR TO COMMENCEMENT OF DEMOLITION WORK. 2. EXISTING PANELING, WAINSCOT, MIRRORS, DECORATIVE TREATMENTS, WALLCOVERING, FLOORING, ACCESSORIES, ETC. LOCATED WITHIN THE AREAS OF DEMOLITION / CONSTRUCTION SHALL BE COMPLETELY REMOVED (VERIFY W/ OWNER PRIOR TO REMOVAL). 3. EXISTING LANDSCAPING MATERIAL WITHIN THE AREA OF WORK SHALL BE REMOVED AND, AS REQUESTED BY THE OWNER, MAINTAINED AND STORED FOR RELOCATION UPON COMPLETION OF THE PROPOSED RENOVATIONS. EXISTING UNDERGROUND IRRIGATION LINES LOCATED WITHIN THE AREA OF WORK SHALL BE REMOVED TO THEIR POINT OF ORIGIN AND CAPPED FOR FUTURE IRRIGATION ALTERATIONS. N E NORTH G A S ARCHITECTURE 0 INTERIOR DESIGN a CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.414-4 Fax. 305.895.7904 Interior Alterations and Additions for: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida R E V I S I O N S : EXIST. ELEC. METER NEW A/C COMPRESSOR SEE MECH. DWGS. EXISTING A/C COMPRESSOR AND PAD TO REMAIN. N 8 "j 9' -11" a cp STUDY LAUNDRY 3' -7 RELOCATED E.W.H. 18' -4" iv r FLOOR PLAN A3 1/4" =1' -0' 14' -3' PLAYROOM 7' -1 I N GARAGE 1 -HR FIRE RATED WALL 0 0 0 0 FLORIDA ROOM EXIST. CONSTRUCTION: WALLS, FLOOR, PART111ONS, ETC. TO REMAIN (U.O.N.). LIVING ROOM KITCHEN EXIST. CONSTRUCTION: WALLS, FLOOR, PARTITIONS, ETC. TO REMAIN (U.O.N.). BREAKFAST RM. PLANTER NOTES ; 1. ALIGN PARTITION FRAMING WITH P.T. 1x2 FURRING ON MASONRY WALLS. 2. ALL UMBER IN CONTACT WITH CONCRETE OR CONC. BLOCK SHALL BE P.T. 3. ALL GYPSUM WALLBOARD IN BATHROOMS SHALL BE 5/8" MOISTURE — RESISTANT, SUBSTITUTE 1/2 DUROCK TILE BACKER BOARD WHERE WALL TILE IS SPECIFIED. 4. DRAWINGS REFLECT CABINETRY LAYOUT ONLY. CABINETRY TO BE FABRICATED AND INSTALLED BY OTHERS (NOT IN CONTRACT). 5. ALL PLUMBING FIXTURES AND APPLIANCES SHALL BE SUPPLIED BY THE OWNER, AND INSTALLED BY THE GENERAL CONTRACTOR. 6. ALL EXTERIOR DOORS & WINDOWS SHALL HAVE CURRENT DADE CO. PRODUCT APPROVAL. 7. ALL INTERIOR WOOD BASE, CASINGS, AND TRIM SHALL BE PAINT GRADE TO MATCH EXISTING BUILDING STANDARD. 8. ALL FINISHES SHALL BE SELECTED BY OWNER /INTERIOR DESIGNER. J BATH BEDROOM 0 PLANTER L BATH f CLOSET LEGEND : BEDROOM NEW 8' CONC. BLOCK WITH 5/8 GYPSUM WALLBOARD ON 1x2 P.T. WOOD FURRING 0 16 O.C. WITH R -5 MIN. INSULATION. MORTAR BEDS ARE TO BE FULL AND END JOINTS ARE TO BE FILLED. ALL MORTAR JOINTS ARE TO BE STRUCK FLUSH WITH BLOCKWORK. ALL BLOCKWORK IS TO BE LAID LEVEL AND PLUMB. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. WALL FINISH SHALL MATCH ADJACENT SURFACE. EXIST. 8" CONC. BLOCK WALL WITH INTERIOR PLASTER FINISH 1x2 P.T. WOOD FURRING 0 16 O.C. CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGES TO THE WALLBOARD FINISH WITHIN THE AREAS OF ALTERATIONS AND ADDITIONS. PLASTER FINISH SHALL MATCH EXISTING. NEW 2x4 WOOD FRAMED STUD PARTITION: STUD SPACING 0 16" O.C. BASE PLATE TO BE 2x4 P.T. WOOD STUD, SHEATHE BOTH SIDES WITH 5/8 GYPSUM WALLBOARD. INSULATE WITH 3 1/2 THICK ATTENUATION BLANKETS. EXIST. 2x4 WOOD FRAMED PARTITION TO REMAIN. CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGES TO THE PLASTER FINISH WITHIN THE AREAS OF ALTERATIONS AND ADDITIONS. BEDROOM EXIST. CONSTRUCTION: WALLS, FLOOR, PARTITIONS, ETC. TO REMAIN (U.O.N.). B. WOOD LAMINATED VANITY, SOLID SURFACE COUNTERTOP & BACKSPLASH W/ UNDERCOUNTER LAVATORIES & FAUCETS. C. CAST IRON, ENAMEL BATHTUB W/ PRESSURE BALANCE MIXING VALVE, TUBFILL, & SHOWER HEAD. PROVIDE A BI —PASS GLASS & ALUM. SHOWER DOOR W/ CLEAR TEMP. GLASS & CHROME FRAME. D. CERAMIC TILE OR MARBLE FLOORING WITH NON —SLIP FINISH (BY OTHERS — N.I.C.). NOTE; OWNER SHALL PURCHASE PLUMBING FIXTURES, ACCESORIES AND MILLWORK FOR BATHROOM. CONTRACTOR SHALL INSTALL FIXTURES. 11 BATHROOM LEGEND: ® 2 PIECE FLUSH TANK WATER CLOSET W/ ELONGATED SEAT. N E NORTH G A S ARCHITECTURE • INTERIOR DESIGN a CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Interior Alterations and Additions fo Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida DRAWN: R E V I S I O N S : ?,DU N 4i cAw1 1� D.J.N. DATE: 10 -8 -01 COMMISSION: 0 0 01 DRAWING 11111: SH EET: OF FLOOR PLAN A3 5 CHECKED: D.J.N. SCA AS NOTED SHEETS IJNE OF EXTERIOR WALL (TYP.) PREFABRICATED PIGGYBACK WOOD TRUSSES. SEE 'GENERAL STRUCTURAL NOTES' FOR ADDITIONAL INFORMATION. L L �4 ROOF PLAN A4 1/8' =1' -0' FLAT CEMENT ROOF TILE SET IN MORTAR AND NAILED TO 90# MINERAL FACED ROOFING SLATE, HOT MOPPED OVER ONE (1) LAYER OF 30# BUILDING FELT LAPPED 4" AND TIN CAPPED AT 12' EACH WAY, MP.). J 1' ' L EXISTING ROOF TO REMAIN UNDISTURBED. r I L L_,_ r Ir lit JI J 1 J J ELEV. +/- 8' -6" TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE _ ELEV. O'-O" FINISH FLOOR EXIST. CONSTRUCTION TO REMAIN. EXIST. CONSTRUCTION TO REMAIN. 2' -6" oe— \A4J 1/4' =1' -0' � A4} 1/4' =1' -0' " A4� 1/4' =1' -0' SIDE ELEVATION (WEST) EXIST. ROOF BEYOND SIDE ELEVATION (EAST) REAR ELEVATION (NORTH) ELEV. +/- 8' -6" TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE ELEV. 0' -0" • FINISH FLOOR ELEV. +/- 8' -6" TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE ELEV. O'-O" FINISH FLOOR EXIST. CONSTRUCTION TO REMAIN. N E G A S ARCHITECTURE o INTERIOR DESIGN • CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Interior Alterations and Additions fc DRAWN: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida D.J.N. DATE: 10-8-01 COMMISSION: 00016 DRAWING 11T1E: SHEET: R E V I S I O N S: A4 CHECKED: D.J.N. SCALE: AS NOTED EXT. ELEVATIONS OF 5 SHEETS \ IJNE OF EXTERIOR WALL (TYP.) PREFABRICATED PIGGYBACK WOOD TRUSSES. SEE 'GENERAL STRUCTURAL NOTES' FOR ADDITIONAL INFORMATION. L L �4 ROOF PLAN A4 1/8' =1' -0' FLAT CEMENT ROOF TILE SET IN MORTAR AND NAILED TO 90# MINERAL FACED ROOFING SLATE, HOT MOPPED OVER ONE (1) LAYER OF 30# BUILDING FELT LAPPED 4" AND TIN CAPPED AT 12' EACH WAY, MP.). J 1' ' L EXISTING ROOF TO REMAIN UNDISTURBED. r I L L_,_ r Ir lit JI J 1 J J ELEV. +/- 8' -6" TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE _ ELEV. O'-O" FINISH FLOOR EXIST. CONSTRUCTION TO REMAIN. EXIST. CONSTRUCTION TO REMAIN. 2' -6" oe— \A4J 1/4' =1' -0' � A4} 1/4' =1' -0' " A4� 1/4' =1' -0' SIDE ELEVATION (WEST) EXIST. ROOF BEYOND SIDE ELEVATION (EAST) REAR ELEVATION (NORTH) ELEV. +/- 8' -6" TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE ELEV. 0' -0" • FINISH FLOOR ELEV. +/- 8' -6" TOP OF CONC. BEAM MATCH EXIST. CONC. BEAM SMOOTH STUCCO FINISH FINISH FLOOR LINE ELEV. O'-O" FINISH FLOOR EXIST. CONSTRUCTION TO REMAIN. N E G A S ARCHITECTURE o INTERIOR DESIGN • CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Interior Alterations and Additions fc DRAWN: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida D.J.N. DATE: 10-8-01 COMMISSION: 00016 DRAWING 11T1E: SHEET: R E V I S I O N S: A4 CHECKED: D.J.N. SCALE: AS NOTED EXT. ELEVATIONS OF 5 SHEETS MATCH EXIST. NEW REINF. CONCRETE BEAM, SEE STRUCTURAL DWGS. EXISTING CONCRETE TIE BEAM. 5/8" GYPSUM WALLBOARD MECHANICALLY FASTENED TO 1X2 WOOD FURRING 0 16" O.C. OVER EXIST. STUCCO FINISH. � A5} 3/4' =1' -0' z V ri" SECTION THRU EXISTJNEW TIE BEAM r WINDOW SILL DETAIL A5 3' =1' -0' r; J sn II .-. EXISTING ROOF AND CEILING STRUCT. TO REMAIN. ALUMINUM FRAME WINDOW, SEE WINDOW SCHEDULE. CONT. SEALANT (TYP.) 1 X P.T. WD. BUCK MARBLE WINDOW SILL, TO MATCH EXIST. 8" X 8" REINF. CONCRETE CAP, SEE STRUCT. OWLS. 8" CONCRETE BLOCK WALL • • • FLAT ROOF TILE SET IN ADHESIVE AND NAILED TO 90# MINERAL FACED ROOFING SLATE HOT MOPPED OVER 1- LAYER OF 30# BUILDING FELT LAPPED 4" AND TIN CAPPED AT 12" EACH WAY OVER 5/8" CDX PLYWOOD, (TYP.). PREFABRICATED WOOD ROOF TRUSSES 0 24" O.C. SEE STRUCT. DRAWINGS, PROVIDE ENGINEERED SHOP DRAWINGS. GALVANIZED STEEL HURRICANE STRAP AT EACH TRUSS, SEE STRUCT. DWGS. MIN. 25 GA. CONTINUOUS GALV. METAL DRIP EDGE. THE FACE FLANGE SHALL BE NOT LESS THAN 1/2" CLEARANCE FROM THE FASCIA. 2x6 CLEAR WOOD FASCIA 2x8 CLEAR WOOD SUB - FASCIA 5/8" THICK SMOOTH STUCCO FINISH SOFFIT OVER 1/2" PLYWOOD AND METAL RIBLATH MECH. FASTENED TO WOOD TRUSSES. PROVIDE 3 "x9" VINYL SOFFIT VENTS 0 8' -0" O.C. REINFORCED CONCRETE BEAM, SEE STRUCTURAL DRAWINGS. SMOOTH STUCCO FINISH 5/8" GYPSUM WALLBOARD MECHANICALLY FASTENED TO 1X2 WOOD FURRING 0 16" O.C. FLOOR FINISH AS SELECTED BY OWNER (TYP.). MILLED WOOD BASE AS SELECTED BY OWNER (TYP.). REINF. CONCRETE GRADE BEAM, SEE STRUCTURAL DRAWINGS. GRADE PIN PILE, SEE STRUCTURAL DRAWINGS • • • 5 3/4' =1' -0' it v / \ WINDOW HEAD /JAMB DETAIL A5} 3' =1' -0' TYPICAL WALL SECTION 11 III 1! I !1 1 1 - ! , T - i — Ili it =i' ! -! H i III i t -I I -' 1 — il l �fl -!11 ! I' I 4 I�lil -I � Il i - -Ill -1 1 Fl 1 1 — 1 1 1 i I _ III —! H i1171 I1 1 �i l 8" CONC. BEAM SEE STRUCT. PLUGS. 5 /8" STUCCO FINISH TO 5/8" GYPSUM WALLBOARD ON P.T. 1x2 WOOD FURRING AT 16" O.C. 1 X P.T WD. BUCK CONT. SEALANT (TYP) ALUMINUM FRAME WINDOW, SEE WINDOW SCHEDULE. MATCH EXIST. 5/8" GYPSUM WALLBOARD MECH. FASTENED TO 1x3 P.T. WOOD FURRING 0 16" O.C. R 19 FIBERGLASS BATT. THERMAL INSULATION, (TYP.). CONT. SEALANT P.T. WOOD ALUMINUM FRAME DOOR, SEE SCHEDULE 5/8" STUCCO ON 8" CONC. BLOCK EXT. DOOR JAMB DETAIL 5 3' =1' -0' INT. DOOR JAMB DETAIL 5/8" GYPSUM WALLBOARD ON P.T. 1x2 WOOD FURRING e 16" O.C. EXTERIOR 5/8" GYPSUM WALLBOARD SOLID CORE WOOD DOOR, SEE DOOR SCHEDULE MILLED WOOD DOOR CASING TO MATCH EXIST. BLDG. STD. ■ __5_ 1 1/2' = 1' -0' EXTEND WALL TO UNDERSIDE OF STRUCTURE ABOVE 5/8" GYPSUM WALLBOARD (1- LAYER EACH 810E) 2 X 4 WOOD SW FIRE STOP 3 I/2" MINERAL WOOL BOUND ATTENUATION BLANKETS r TYPICAL WALL DETAIL 3 5/8" METAL STUDS AT 16" O.C. OR 2x4 WOOD STUD FRAMING N E G A S ARCHITECTURE o INTERIOR DESIGN • CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.414-4 Fax. .305.895.7904 Interior Alterations and Additions fo DRAWN: DATE: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida COMMISSION: SHEET: R E V I S I O N S : D.J.N. A5 CHECKED: OF 5 SHEETS D.J.N. 10 -8 -01 SCALE: AS NOTED DRAWING ME: DETAILS / SCHEDULES DOOR SCHEDULE MARK SIZE (W x H x TH.) TYPE FRAME DR. MATERIAL THRESHOLD HARDWARE MANUF. / REMARKS WIND PRESSURE U 2'-0' x 6' -8' x 1 3/8' BI -FOLD WOOD WOOD - PULL KNOBS WHITE E.S.P. 1/4 TEMP WOOD 2' -0' x 6' -8' x 1 3/8' BI -FOLD W000 WOOD - PULL KNOBS SINGLE HUNG ALUM. 0 5' -0' x 6' -8' x 1 3/8 BI -FOLD WOOD WOOD - PULL KNOBS 1. ALL WINDOW FRAMES SHALL BE SEALED WITH CONTINOUS EXTERIOR SEALANT TO FRAMING BUCKS & MASONRY OPENING. 2. PROVIDE CURRENT DADE COUNTY PRODUCT APPROVALS FOR ALL WINDOWS SCHEDULED. 3. SECOND MEANS OF EGRESS SHALL COMPLY WITH NFPA 101 -22 -212 AND SHALL HAVE A CLEAR MIN. OPENING OF NOT LESS THAN 5.7 SQ. FT. (MIN. 20"W x 24 "H). THE BOTTOM OF THE WINDOW OPENING SHALL NOT BE MORE THAN 44" FROM THE FIN. FLOOR. 4. ALL NEW WINDOWS AND DOOR INSTALLED SHALL HAVE APPROVED HURRICANE STORM PANELS. CONTRACTOR SHALL PROVIDE CURRENT DADE COUNTY PRODUCT APPROVAL AND ENGINEERED SHOP DRAWINGS. 5. ALL WINDOWS SPECIFIED SHALL BE INSTALLED UNDER SEPERATE PERMIT. 6. ALL WINDOWS SHALL RECEIVE STAIN GRADE, MILLED WOOD CASINGS AS SELECTED BY THE OWNER. 7. CONTRACTOR SHALL FIELD VERIFY ROUGH OPENING SIZES PRIOR TO ORDERING. 8. NEW WOOD SILLS SHALL MATCH EXISTING BLDG. STANDARD �l 5' -0' x 6' -8' x 1 3/8' BI -FOLD WOOD WOOD - PULL KNOBS 2' -10' x 8' -8' x 1 3/8' PANELED WOOD WOOD _ PRIVACY U 2' -0' x 8' -8' x 1 3/8' PANELED WOOD WOOD _ PASSAGE 0 2' -6' x 8' -8' x 1 3/8' PANELED WOOD WOOD MARBLE PRIVACY a 2' -10' x 6' -8' x 1 3/8' PANELED WOOD W000 _ PRIVACY 5' -0' x 6' - 8' x 1 3/8' BI -FOLD WOOD WOOD - PULL KNOBS U 5' -0' x 6' -8' x 1 3/8' BI -FOLD WOOD WOOD - PULL KNOBS (2) 3' -0' x 6' -8' x 1 3/4' FRENCH ALUM. ALUM. ALUM. FLUSHBOLT /DEADBOLT PGT + 42.4 PSF -45.1 PSF 2 2' -10' x 6' -8' x 1 3/4' FLUSH METAL METAL ALUM. PASSAGE C- LABEL, PROVIDE GASKET NOTES: 1. ALL FRAMES SHALL BE SEALED WITH CONTINOUS EXTERIOR CAULKING TO FRAMING BUCKS & MASONRY OPENING. 2. PROVIDE CURRENT DADE COUNTY PRODUCT APPROVALS FOR ALL EXTERIOR DOORS. 3. PREFINISHED EXTERIOR DOOR COLOR SHALL BE SELECTED BY OWNER. 4. ALL EXTERIOR DOORS SPECIFIED SHALL BE INSTALLED UNDER SEPERATE PERMIT. 5. ALL NEW WINDOWS AND DOOR INSTALLED SHALL HAVE APPROVED HURRICANE STORM PANELS. CONTRACTOR SHALL PROVIDE CURRENT DADE COUNTY PRODUCT APPROVAL AND ENGINEERED SHOP DRAWINGS. 6. ALL DOOR HARDWARE SHALL BE SELECTED BY THE OWNER 7. CONTRACTOR SHALL FIELD VERIFY ROUGH OPENING SIZES PRIOR TO ORDERING. 8. ALL DOOR STYLES AND FINIHSES SHALL BE SELECTED BY THE OWNER. 9. ALL WOOD DOORS AND FRAMES SHALL BE STAIN GRADE. 10. ALL DOORS SHALL RECEIVE STAIN GRADE, MILLED WOOD CASING. PROFILE SHALL MATCH EXISTING BLDG. STANDARD. MATCH EXIST. NEW REINF. CONCRETE BEAM, SEE STRUCTURAL DWGS. EXISTING CONCRETE TIE BEAM. 5/8" GYPSUM WALLBOARD MECHANICALLY FASTENED TO 1X2 WOOD FURRING 0 16" O.C. OVER EXIST. STUCCO FINISH. � A5} 3/4' =1' -0' z V ri" SECTION THRU EXISTJNEW TIE BEAM r WINDOW SILL DETAIL A5 3' =1' -0' r; J sn II .-. EXISTING ROOF AND CEILING STRUCT. TO REMAIN. ALUMINUM FRAME WINDOW, SEE WINDOW SCHEDULE. CONT. SEALANT (TYP.) 1 X P.T. WD. BUCK MARBLE WINDOW SILL, TO MATCH EXIST. 8" X 8" REINF. CONCRETE CAP, SEE STRUCT. OWLS. 8" CONCRETE BLOCK WALL • • • FLAT ROOF TILE SET IN ADHESIVE AND NAILED TO 90# MINERAL FACED ROOFING SLATE HOT MOPPED OVER 1- LAYER OF 30# BUILDING FELT LAPPED 4" AND TIN CAPPED AT 12" EACH WAY OVER 5/8" CDX PLYWOOD, (TYP.). PREFABRICATED WOOD ROOF TRUSSES 0 24" O.C. SEE STRUCT. DRAWINGS, PROVIDE ENGINEERED SHOP DRAWINGS. GALVANIZED STEEL HURRICANE STRAP AT EACH TRUSS, SEE STRUCT. DWGS. MIN. 25 GA. CONTINUOUS GALV. METAL DRIP EDGE. THE FACE FLANGE SHALL BE NOT LESS THAN 1/2" CLEARANCE FROM THE FASCIA. 2x6 CLEAR WOOD FASCIA 2x8 CLEAR WOOD SUB - FASCIA 5/8" THICK SMOOTH STUCCO FINISH SOFFIT OVER 1/2" PLYWOOD AND METAL RIBLATH MECH. FASTENED TO WOOD TRUSSES. PROVIDE 3 "x9" VINYL SOFFIT VENTS 0 8' -0" O.C. REINFORCED CONCRETE BEAM, SEE STRUCTURAL DRAWINGS. SMOOTH STUCCO FINISH 5/8" GYPSUM WALLBOARD MECHANICALLY FASTENED TO 1X2 WOOD FURRING 0 16" O.C. FLOOR FINISH AS SELECTED BY OWNER (TYP.). MILLED WOOD BASE AS SELECTED BY OWNER (TYP.). REINF. CONCRETE GRADE BEAM, SEE STRUCTURAL DRAWINGS. GRADE PIN PILE, SEE STRUCTURAL DRAWINGS • • • 5 3/4' =1' -0' it v / \ WINDOW HEAD /JAMB DETAIL A5} 3' =1' -0' TYPICAL WALL SECTION 11 III 1! I !1 1 1 - ! , T - i — Ili it =i' ! -! H i III i t -I I -' 1 — il l �fl -!11 ! I' I 4 I�lil -I � Il i - -Ill -1 1 Fl 1 1 — 1 1 1 i I _ III —! H i1171 I1 1 �i l 8" CONC. BEAM SEE STRUCT. PLUGS. 5 /8" STUCCO FINISH TO 5/8" GYPSUM WALLBOARD ON P.T. 1x2 WOOD FURRING AT 16" O.C. 1 X P.T WD. BUCK CONT. SEALANT (TYP) ALUMINUM FRAME WINDOW, SEE WINDOW SCHEDULE. MATCH EXIST. 5/8" GYPSUM WALLBOARD MECH. FASTENED TO 1x3 P.T. WOOD FURRING 0 16" O.C. R 19 FIBERGLASS BATT. THERMAL INSULATION, (TYP.). CONT. SEALANT P.T. WOOD ALUMINUM FRAME DOOR, SEE SCHEDULE 5/8" STUCCO ON 8" CONC. BLOCK EXT. DOOR JAMB DETAIL 5 3' =1' -0' INT. DOOR JAMB DETAIL 5/8" GYPSUM WALLBOARD ON P.T. 1x2 WOOD FURRING e 16" O.C. EXTERIOR 5/8" GYPSUM WALLBOARD SOLID CORE WOOD DOOR, SEE DOOR SCHEDULE MILLED WOOD DOOR CASING TO MATCH EXIST. BLDG. STD. ■ __5_ 1 1/2' = 1' -0' EXTEND WALL TO UNDERSIDE OF STRUCTURE ABOVE 5/8" GYPSUM WALLBOARD (1- LAYER EACH 810E) 2 X 4 WOOD SW FIRE STOP 3 I/2" MINERAL WOOL BOUND ATTENUATION BLANKETS r TYPICAL WALL DETAIL 3 5/8" METAL STUDS AT 16" O.C. OR 2x4 WOOD STUD FRAMING N E G A S ARCHITECTURE o INTERIOR DESIGN • CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.414-4 Fax. .305.895.7904 Interior Alterations and Additions fo DRAWN: DATE: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida COMMISSION: SHEET: R E V I S I O N S : D.J.N. A5 CHECKED: OF 5 SHEETS D.J.N. 10 -8 -01 SCALE: AS NOTED DRAWING ME: DETAILS / SCHEDULES WINDOW SCHEDULE MARK CODE SIZE (WxH) TYPE FRAME MATERIAL FRAME FINISH GLAZING SILL TINT MANUF. / REMARKS WIND PRESSURE 0 1/2 -32 26 1/2" x 26 SINGLE HUNG ALUM. WHITE E.S.P. 1/4 TEMP WOOD CLEAR PGT .1 PSF i 47.8 PSF ® 23 37" x 38 3/8' / SINGLE HUNG ALUM. WHITE E.S.P. 1/4 TEMP WOOD CLEAR PGT + 45.1 PSF - 47.8 PSF NOTES: 1. ALL WINDOW FRAMES SHALL BE SEALED WITH CONTINOUS EXTERIOR SEALANT TO FRAMING BUCKS & MASONRY OPENING. 2. PROVIDE CURRENT DADE COUNTY PRODUCT APPROVALS FOR ALL WINDOWS SCHEDULED. 3. SECOND MEANS OF EGRESS SHALL COMPLY WITH NFPA 101 -22 -212 AND SHALL HAVE A CLEAR MIN. OPENING OF NOT LESS THAN 5.7 SQ. FT. (MIN. 20"W x 24 "H). THE BOTTOM OF THE WINDOW OPENING SHALL NOT BE MORE THAN 44" FROM THE FIN. FLOOR. 4. ALL NEW WINDOWS AND DOOR INSTALLED SHALL HAVE APPROVED HURRICANE STORM PANELS. CONTRACTOR SHALL PROVIDE CURRENT DADE COUNTY PRODUCT APPROVAL AND ENGINEERED SHOP DRAWINGS. 5. ALL WINDOWS SPECIFIED SHALL BE INSTALLED UNDER SEPERATE PERMIT. 6. ALL WINDOWS SHALL RECEIVE STAIN GRADE, MILLED WOOD CASINGS AS SELECTED BY THE OWNER. 7. CONTRACTOR SHALL FIELD VERIFY ROUGH OPENING SIZES PRIOR TO ORDERING. 8. NEW WOOD SILLS SHALL MATCH EXISTING BLDG. STANDARD MATCH EXIST. NEW REINF. CONCRETE BEAM, SEE STRUCTURAL DWGS. EXISTING CONCRETE TIE BEAM. 5/8" GYPSUM WALLBOARD MECHANICALLY FASTENED TO 1X2 WOOD FURRING 0 16" O.C. OVER EXIST. STUCCO FINISH. � A5} 3/4' =1' -0' z V ri" SECTION THRU EXISTJNEW TIE BEAM r WINDOW SILL DETAIL A5 3' =1' -0' r; J sn II .-. EXISTING ROOF AND CEILING STRUCT. TO REMAIN. ALUMINUM FRAME WINDOW, SEE WINDOW SCHEDULE. CONT. SEALANT (TYP.) 1 X P.T. WD. BUCK MARBLE WINDOW SILL, TO MATCH EXIST. 8" X 8" REINF. CONCRETE CAP, SEE STRUCT. OWLS. 8" CONCRETE BLOCK WALL • • • FLAT ROOF TILE SET IN ADHESIVE AND NAILED TO 90# MINERAL FACED ROOFING SLATE HOT MOPPED OVER 1- LAYER OF 30# BUILDING FELT LAPPED 4" AND TIN CAPPED AT 12" EACH WAY OVER 5/8" CDX PLYWOOD, (TYP.). PREFABRICATED WOOD ROOF TRUSSES 0 24" O.C. SEE STRUCT. DRAWINGS, PROVIDE ENGINEERED SHOP DRAWINGS. GALVANIZED STEEL HURRICANE STRAP AT EACH TRUSS, SEE STRUCT. DWGS. MIN. 25 GA. CONTINUOUS GALV. METAL DRIP EDGE. THE FACE FLANGE SHALL BE NOT LESS THAN 1/2" CLEARANCE FROM THE FASCIA. 2x6 CLEAR WOOD FASCIA 2x8 CLEAR WOOD SUB - FASCIA 5/8" THICK SMOOTH STUCCO FINISH SOFFIT OVER 1/2" PLYWOOD AND METAL RIBLATH MECH. FASTENED TO WOOD TRUSSES. PROVIDE 3 "x9" VINYL SOFFIT VENTS 0 8' -0" O.C. REINFORCED CONCRETE BEAM, SEE STRUCTURAL DRAWINGS. SMOOTH STUCCO FINISH 5/8" GYPSUM WALLBOARD MECHANICALLY FASTENED TO 1X2 WOOD FURRING 0 16" O.C. FLOOR FINISH AS SELECTED BY OWNER (TYP.). MILLED WOOD BASE AS SELECTED BY OWNER (TYP.). REINF. CONCRETE GRADE BEAM, SEE STRUCTURAL DRAWINGS. GRADE PIN PILE, SEE STRUCTURAL DRAWINGS • • • 5 3/4' =1' -0' it v / \ WINDOW HEAD /JAMB DETAIL A5} 3' =1' -0' TYPICAL WALL SECTION 11 III 1! I !1 1 1 - ! , T - i — Ili it =i' ! -! H i III i t -I I -' 1 — il l �fl -!11 ! I' I 4 I�lil -I � Il i - -Ill -1 1 Fl 1 1 — 1 1 1 i I _ III —! H i1171 I1 1 �i l 8" CONC. BEAM SEE STRUCT. PLUGS. 5 /8" STUCCO FINISH TO 5/8" GYPSUM WALLBOARD ON P.T. 1x2 WOOD FURRING AT 16" O.C. 1 X P.T WD. BUCK CONT. SEALANT (TYP) ALUMINUM FRAME WINDOW, SEE WINDOW SCHEDULE. MATCH EXIST. 5/8" GYPSUM WALLBOARD MECH. FASTENED TO 1x3 P.T. WOOD FURRING 0 16" O.C. R 19 FIBERGLASS BATT. THERMAL INSULATION, (TYP.). CONT. SEALANT P.T. WOOD ALUMINUM FRAME DOOR, SEE SCHEDULE 5/8" STUCCO ON 8" CONC. BLOCK EXT. DOOR JAMB DETAIL 5 3' =1' -0' INT. DOOR JAMB DETAIL 5/8" GYPSUM WALLBOARD ON P.T. 1x2 WOOD FURRING e 16" O.C. EXTERIOR 5/8" GYPSUM WALLBOARD SOLID CORE WOOD DOOR, SEE DOOR SCHEDULE MILLED WOOD DOOR CASING TO MATCH EXIST. BLDG. STD. ■ __5_ 1 1/2' = 1' -0' EXTEND WALL TO UNDERSIDE OF STRUCTURE ABOVE 5/8" GYPSUM WALLBOARD (1- LAYER EACH 810E) 2 X 4 WOOD SW FIRE STOP 3 I/2" MINERAL WOOL BOUND ATTENUATION BLANKETS r TYPICAL WALL DETAIL 3 5/8" METAL STUDS AT 16" O.C. OR 2x4 WOOD STUD FRAMING N E G A S ARCHITECTURE o INTERIOR DESIGN • CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.414-4 Fax. .305.895.7904 Interior Alterations and Additions fo DRAWN: DATE: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida COMMISSION: SHEET: R E V I S I O N S : D.J.N. A5 CHECKED: OF 5 SHEETS D.J.N. 10 -8 -01 SCALE: AS NOTED DRAWING ME: DETAILS / SCHEDULES GENERAL STRUCTURAL NOTES 0100 CODE8. ALL WORK SHALL CONFORM TO THE SOUTH FLORIDA BUILDING CODE, 1999 EDITION, AND ALL OTHER APPUCABLE LOCAL CODES. 01001 DESIGN CRITERIA, A. ROOF LOADS: LIVE LOAD 20 PSF SUPERIMPOSED DEAD LOAD 15 PSF (0 ROOF) 10 PSF (0 CEILING) B. FLOOR LOADS: LIVE LOAD 40 PSF SUPERIMPOSED DEAD LOAD 20 PSF C. WIND LOADS: IN ACCORDANCE WITH ASCE 7 -88 [BUILDING CATEGORY I; 110 MPH WIND SPEED; EXPOSURE C; IMPORTANCE FACTOR I = 1.05]. SEE CALCULATIONS FOR ADDITIONAL INFORMATION. NET WIND UPLIFT ON TRUSSES: SEE ROOF PLAN 01002 ELEVATION DATUM, ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO N.G.V.D. ( SEE ARCHITECTURAL DWGS. FOR N.G.V.D.) 01003 DIMENSIONS AND CONDITIONS, ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE AT ALL TIMES. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE. REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER. 01004 METHODS & SAFETY" THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 01005 PROTECTION OF EXISTING CONSTRUCTION, EXISTING CONSTRUCTION, WHICH IS TO REMAIN, THE PROPERTY OF ADJACENTBUILDINGS AND PUBLIC PROPERTY SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFELY. 01008 CONSTRUCTION LOADS& IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. 01007 CONFLICTS IN DOCUMENTS, IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 01008 COORDINATION§ THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 01009 MANDATORY INSPECTIONS THE CONTRACTOR SHALL ASSURE THAT THE "MANDATORY INSPECTIONS" AS REQUIRED BY THE S.F.B.C. ARE PERFORMED BY BOTH THE MUNICIPAL INSPECTOR AND THE INPECTING ENGINEER, AND THAT THE WORK IS ACCEPTED PRIOR TO CONTINUING WITH SUBSEQUENT WORK. 01010 SHOP DRAWINGS, A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT COMPLETE SHOP DRQWINGS AS REQUIRED BY THESE NOTES. B. REVIEW AND APPROVAL OF SHOP DRQWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES. 02000 POLYETHYLENE SHEET, POLYETHYLENE SHEET, PLACED CONTINUOUSLY, UNDER CONCRETE SLABS AND BEAMS PLACED ON GROUND SHALL BE MINIMUM 6 MIL THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 12 INCHES AND CONTINUOUSLY TAPED WITH MINIMUM OF TWO —INCH WIDE VINYL TAPE. POLYETHYLENE SHEET SHALL EXTEND ONE INCH ON TO PILE /STEM WALL 02458 PIN PILES, A. PILES: PILES SHALL BE 3" DIAMETER EXTRA STRONG PIPE (3.5" O.D. AND 0.30" WALL THICKNESS). PIPE SHALL BE CAPPED AT THE LEADING POINT. STEEL SHALL CONFORM TOT HE REQUIREMENTS OF ASTN A53, TYPE E OR S WITH Fy (MIN.) = 35 KSI. PIPES SHALL BE IN SECTIONS AS LONG AS PRATICAL SPLICES SHALL BE MADE WITH FULL PENETRATION BUTT WELDS ALL AROUND OR WITH SLEEVES, FILLET WELDED ALL AROUND TOP AND BOTTOM. ALL PIPES SHALL BE FILLED WITH CONCRETE GROUT AFTER DRIVING. EACH PILE SHALL BE REINFORCED WITH 1/6 BAR FOR THE FULL LENGTH OF THE PILE. REINFORCEMENT SHALL BE HOOKED INTO CONCRETE MEMBER ABOVE PILE. BEARING BRACKETS SHALL BE FABRICATED AS INDICATED IN THESE DRAWINGS USING ASTM A36 STEEL AND E70XX WELDING RODS. B. PILE DRIVING: PILES SHALL BE DRIVEN TO END BEARING WITHIN THE EXISTING UMEROCK LAYER. DRIVING SHALL CONTINUE IN THIS ROCK TO OBTAIN A MINIMUM ALLOWABLE CAPACITY OF 5 TONS. THIS CAPACITY SHALL BE ASSUMED TO BE ACHIEVED WHEN THE PILE IS DRIVEN INTO THE ROCK LAYER AND WHEN ITS PENETRATION DOES NOT EXCEED 1.0" PER MINUTE FOR THREE MINUTES WHEN DRIVEN BY A 90— POUND PNEUMATIC HAMMER. C. INSPECTION: ALL PILE DRIVING SHALL BE MONITORED BY AN INSPECTOR AS REQUIRED BY PARAGRAPH 2405.1(R) OF THE S.F.B.C. D. ALL PIN PILES SHALL BE HOT— DIPPED GALVANIZED IN ACCORDANCE WITH ASTM Al23 03300 CONCRETE ICABT •IN- PLACED, A. STANDARDS: ACI 318, ACI 301 AND ACI 347. B. ALL CONCRETE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SLUMP SHALL BE 4" (+1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. MAXIMUM WATER CONTENT SHALL BE 33 GALLONS PER CUBIC YARD. CONCRETE FOR AREAS WHICH WILL REMAIN EXPOSED TO WEATHER AFTER CONSTRUCTION SHALL HAVE93T0 5 C. THE CONTRACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER TESTS AS REQUIRED BY SECTION 2505.2 OF THE SOUTH FLORIDA BUILDING CODE. % ENTRAINED AIR. D. CONTRACTOR SHALL PROVIDE ALL FORMING AND TEMPORARY SHORING. E. NO PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE CONCRETE FLOOR WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHALL BE PLACED NO CLOSER THAN THREE DIAMETERS O.C. AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE. F. REINFORCEMENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. SPLICE ALL COLUMN BARS TO DOWELS MINIMUM 30 BAR DIAMETERS (U.O.N). SPUCE #5 BARS IN GROUTED CELLS A MINIMUM OF 30 INCHES. G. CONCRETE COVER OVER REINFORCEMENT: 1. 3— INCHES WHERE CAST AGAINST EARTH. 2. 2— INCHES FOR COLUMNS AND BEAMS AND 1 -1/2 INCHES FOR SLABS WHERE CAST IN FORMS OR ON POLYETHYLENE SHEET AND PERMANENTLY EXPOSED TO WEATHER OR EARTH. 3. 1 -1/2 INCH AT ALL OTHER LOCATIONS (U.O.N.). H. SAW —CUT CONTROL JOINTS SHALL BE MADE WITHIN TWELVE HOURS OF CONCRETE PLACEMENT. L ALL CONCRETE SHALL BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. J. ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS. FORMS SHALL BE KEPT MOIST BY FREQUENT WATER SPRAYING PRIOR TO REMOVAL VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES. 04420 REINf H-;E D M P80hRY, A. HOLLOW CONCRETE I,1ASGNRY' UNITS SHALL COMPLY WITH ASTM C90 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS. B. MORTAR SHALL COMPLY WITH ASTM, C270, TYPE M OR S. C. REINFORCEMENT BARS SHALL COMPLY WITH ASTM A615, GRADE 60. D. ALL C.M.U. WALLS SHALL HAVE GALVANIZED STEEL HORIZONTAL JOINT REINFORCEMENT (STANDARD NO. 9, TRUSS TYPE) EVERY OTHER COURSE (UNLESS OTHERWISE NOTED). EXTEND REINFORCEMENT MINIMUM 4— INCHES INTO ALL COLUMNS. E. GROUT SHALL BE 3,000 PSI CONCRETE GROUT CONFORMING TO THE REQUIREMENTS OF ASTM C476. SLUMP SHALL BE 9" ( +1 F. REINFORCED MASONRY SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 2705 OF THE S.F.B.C. AND ACI 530. G. REINFORCED CONCRETE PRISM STRENGTH SHALL BE f'm = 1,500 PSI, AND SHALL BE VERIFIED BY TESTS IN ACCORDANCE WITH SECTION 2705.4 OF THE S.F.B.C. H. LAP SPLICE REINFORCEMENT IN GROUT FILLED CELLS MINIMUM 48 —BAR DIAMETERS (MINIMUM 12— INCHES) i. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS SHALL BE FILLED WITH CONCRETE GROUT. J. LINTELS: ANY C.M.0 WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8" X 8" CONCRETE LINTELS WITH 2 #5 BOTTOM. EXTEND REINFORCEMENT MINIMUM 6' PAST OPENING AND CAST LINTEL WITH MINIMUM 8" BEARING ON ADJACENT COLUMN OR REINFORCED CELL K. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" X 8" CONCRETE (FORMED OR BOND —BEAM BLOCK) WITH 2 #5 MID —DEPTH AT ALL SILLS. EXTEND REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN OR REINFORCED CELL EQUIVALENT CAST —CRETE SILLS ARE ACCEPTABLE (SUBMIT SHOP DRAWINGS). 05500 FASTENERS, A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED ON THIS DRAWINGS. B. ALL FASTENERS, INCLUDING EXPANSION ANCHORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS. ETC. SHALL BE GALVANIZED. 08100 STRUCTURAL LUMBER, A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, MINIMUM GRADE NO. 2. B. MINIMUM ALLOWABLE BENDING STRESS (FB): 1. 2x4: 1500 psi 2. 2x6: 1250 psi 3. 2x8: 1200 psi 4. 2x10: 1050 psi 5. 2x12: 975 psi C. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. 08110 PLYWOOD ROOF SHEATHING, A. PLYWOOD ROOF SHEATHING SHALL BE 19/32 ", EXTERIOR GRADE, SHEATIHING, WITH 32/16 APA SPAN RATING. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE —AND— GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH EOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 10d NA:LS. NAIL SPACING SHALL BE FOUR— INCHES ON CENTER AT PANEL PERIMETERS AND SIX — INCHES ON CENTER AT ALL C1HER SUPPORTS. Interior Alterations and Additions DRAWN: DATE: 10 -08 -01 COMMISSION: 00016 DRAWING mi : STRUCT. NOTES / SCHED. SHEET: N E G A ARCHITECTURE • INTERIOR DESIGN • CONSTRUCTK_ 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Sepe Residence 1207 N.E. 92nd Stree Miami Shores, Florida R E V I S I O N S : D.J.N. S1 CHECKED: D.J.N. SCE AS NOTED OF 3 SHEETS BEAM SCHEDULE MARK SIZE W x D (INCHES) REINFORCEMENT STIRRUPS REMARKS TOP INT. BOTT. TB -1 8" x 12" 2 #5 -- 2 # 5 4#3 0 12" E.E. BAL. 48" 0.C. — TB -2 VARIES 2 # -- 2 # 5 4#3 0 12" E.E. BAL. 0 48" 0.C. OVER EXIST. BEAM. SEE NOTE 5 GB -1 14" x 14" 2 # -- 2 #5 BAL. 0 12 C.D GRADE BEAM B -1 8" x 16" 2 #5 -- 2 # #3 0 6" COORDINATE W/ DOOR MANUFACTURE BEAM NOTES; 1. AT ALL BEAM CORNERS AND INTERSECTIONS. PROVIDE 2 #5 L— SHAPED CORNER BARS WITH 30 —INCH LONG LEGS AT TOP AND BOTTOM. 2. HOOK ALL TOP BARS AT ENDS. 3. ALL TOP AND BOTTOM BARS SHALL BE ONTINUOUS. WHERE NECESSARY, LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. LAP SPLICE SHALL BE MINIMUM 36— INCHES. 4. COORDINATE ALL MASONRY OPENINGS WITH WINDOW AND DOOR MANUFACTURER. 5. TB -2 — 8" x DEPTH VARIES, USE TYP TB -1 WHERE DEPTH IS GREATER THAN 12 ". FOR DEPTHS LESS THAN 12" USE 2 #5 x CONT. BEAM WITH NO TIES. GENERAL STRUCTURAL NOTES 0100 CODE8. ALL WORK SHALL CONFORM TO THE SOUTH FLORIDA BUILDING CODE, 1999 EDITION, AND ALL OTHER APPUCABLE LOCAL CODES. 01001 DESIGN CRITERIA, A. ROOF LOADS: LIVE LOAD 20 PSF SUPERIMPOSED DEAD LOAD 15 PSF (0 ROOF) 10 PSF (0 CEILING) B. FLOOR LOADS: LIVE LOAD 40 PSF SUPERIMPOSED DEAD LOAD 20 PSF C. WIND LOADS: IN ACCORDANCE WITH ASCE 7 -88 [BUILDING CATEGORY I; 110 MPH WIND SPEED; EXPOSURE C; IMPORTANCE FACTOR I = 1.05]. SEE CALCULATIONS FOR ADDITIONAL INFORMATION. NET WIND UPLIFT ON TRUSSES: SEE ROOF PLAN 01002 ELEVATION DATUM, ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO N.G.V.D. ( SEE ARCHITECTURAL DWGS. FOR N.G.V.D.) 01003 DIMENSIONS AND CONDITIONS, ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE AT ALL TIMES. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE. REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER. 01004 METHODS & SAFETY" THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 01005 PROTECTION OF EXISTING CONSTRUCTION, EXISTING CONSTRUCTION, WHICH IS TO REMAIN, THE PROPERTY OF ADJACENTBUILDINGS AND PUBLIC PROPERTY SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFELY. 01008 CONSTRUCTION LOADS& IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. 01007 CONFLICTS IN DOCUMENTS, IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 01008 COORDINATION§ THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 01009 MANDATORY INSPECTIONS THE CONTRACTOR SHALL ASSURE THAT THE "MANDATORY INSPECTIONS" AS REQUIRED BY THE S.F.B.C. ARE PERFORMED BY BOTH THE MUNICIPAL INSPECTOR AND THE INPECTING ENGINEER, AND THAT THE WORK IS ACCEPTED PRIOR TO CONTINUING WITH SUBSEQUENT WORK. 01010 SHOP DRAWINGS, A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT COMPLETE SHOP DRQWINGS AS REQUIRED BY THESE NOTES. B. REVIEW AND APPROVAL OF SHOP DRQWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES. 02000 POLYETHYLENE SHEET, POLYETHYLENE SHEET, PLACED CONTINUOUSLY, UNDER CONCRETE SLABS AND BEAMS PLACED ON GROUND SHALL BE MINIMUM 6 MIL THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 12 INCHES AND CONTINUOUSLY TAPED WITH MINIMUM OF TWO —INCH WIDE VINYL TAPE. POLYETHYLENE SHEET SHALL EXTEND ONE INCH ON TO PILE /STEM WALL 02458 PIN PILES, A. PILES: PILES SHALL BE 3" DIAMETER EXTRA STRONG PIPE (3.5" O.D. AND 0.30" WALL THICKNESS). PIPE SHALL BE CAPPED AT THE LEADING POINT. STEEL SHALL CONFORM TOT HE REQUIREMENTS OF ASTN A53, TYPE E OR S WITH Fy (MIN.) = 35 KSI. PIPES SHALL BE IN SECTIONS AS LONG AS PRATICAL SPLICES SHALL BE MADE WITH FULL PENETRATION BUTT WELDS ALL AROUND OR WITH SLEEVES, FILLET WELDED ALL AROUND TOP AND BOTTOM. ALL PIPES SHALL BE FILLED WITH CONCRETE GROUT AFTER DRIVING. EACH PILE SHALL BE REINFORCED WITH 1/6 BAR FOR THE FULL LENGTH OF THE PILE. REINFORCEMENT SHALL BE HOOKED INTO CONCRETE MEMBER ABOVE PILE. BEARING BRACKETS SHALL BE FABRICATED AS INDICATED IN THESE DRAWINGS USING ASTM A36 STEEL AND E70XX WELDING RODS. B. PILE DRIVING: PILES SHALL BE DRIVEN TO END BEARING WITHIN THE EXISTING UMEROCK LAYER. DRIVING SHALL CONTINUE IN THIS ROCK TO OBTAIN A MINIMUM ALLOWABLE CAPACITY OF 5 TONS. THIS CAPACITY SHALL BE ASSUMED TO BE ACHIEVED WHEN THE PILE IS DRIVEN INTO THE ROCK LAYER AND WHEN ITS PENETRATION DOES NOT EXCEED 1.0" PER MINUTE FOR THREE MINUTES WHEN DRIVEN BY A 90— POUND PNEUMATIC HAMMER. C. INSPECTION: ALL PILE DRIVING SHALL BE MONITORED BY AN INSPECTOR AS REQUIRED BY PARAGRAPH 2405.1(R) OF THE S.F.B.C. D. ALL PIN PILES SHALL BE HOT— DIPPED GALVANIZED IN ACCORDANCE WITH ASTM Al23 03300 CONCRETE ICABT •IN- PLACED, A. STANDARDS: ACI 318, ACI 301 AND ACI 347. B. ALL CONCRETE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SLUMP SHALL BE 4" (+1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. MAXIMUM WATER CONTENT SHALL BE 33 GALLONS PER CUBIC YARD. CONCRETE FOR AREAS WHICH WILL REMAIN EXPOSED TO WEATHER AFTER CONSTRUCTION SHALL HAVE93T0 5 C. THE CONTRACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER TESTS AS REQUIRED BY SECTION 2505.2 OF THE SOUTH FLORIDA BUILDING CODE. % ENTRAINED AIR. D. CONTRACTOR SHALL PROVIDE ALL FORMING AND TEMPORARY SHORING. E. NO PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE CONCRETE FLOOR WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHALL BE PLACED NO CLOSER THAN THREE DIAMETERS O.C. AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE. F. REINFORCEMENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. SPLICE ALL COLUMN BARS TO DOWELS MINIMUM 30 BAR DIAMETERS (U.O.N). SPUCE #5 BARS IN GROUTED CELLS A MINIMUM OF 30 INCHES. G. CONCRETE COVER OVER REINFORCEMENT: 1. 3— INCHES WHERE CAST AGAINST EARTH. 2. 2— INCHES FOR COLUMNS AND BEAMS AND 1 -1/2 INCHES FOR SLABS WHERE CAST IN FORMS OR ON POLYETHYLENE SHEET AND PERMANENTLY EXPOSED TO WEATHER OR EARTH. 3. 1 -1/2 INCH AT ALL OTHER LOCATIONS (U.O.N.). H. SAW —CUT CONTROL JOINTS SHALL BE MADE WITHIN TWELVE HOURS OF CONCRETE PLACEMENT. L ALL CONCRETE SHALL BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. J. ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS. FORMS SHALL BE KEPT MOIST BY FREQUENT WATER SPRAYING PRIOR TO REMOVAL VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES. 04420 REINf H-;E D M P80hRY, A. HOLLOW CONCRETE I,1ASGNRY' UNITS SHALL COMPLY WITH ASTM C90 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS. B. MORTAR SHALL COMPLY WITH ASTM, C270, TYPE M OR S. C. REINFORCEMENT BARS SHALL COMPLY WITH ASTM A615, GRADE 60. D. ALL C.M.U. WALLS SHALL HAVE GALVANIZED STEEL HORIZONTAL JOINT REINFORCEMENT (STANDARD NO. 9, TRUSS TYPE) EVERY OTHER COURSE (UNLESS OTHERWISE NOTED). EXTEND REINFORCEMENT MINIMUM 4— INCHES INTO ALL COLUMNS. E. GROUT SHALL BE 3,000 PSI CONCRETE GROUT CONFORMING TO THE REQUIREMENTS OF ASTM C476. SLUMP SHALL BE 9" ( +1 F. REINFORCED MASONRY SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 2705 OF THE S.F.B.C. AND ACI 530. G. REINFORCED CONCRETE PRISM STRENGTH SHALL BE f'm = 1,500 PSI, AND SHALL BE VERIFIED BY TESTS IN ACCORDANCE WITH SECTION 2705.4 OF THE S.F.B.C. H. LAP SPLICE REINFORCEMENT IN GROUT FILLED CELLS MINIMUM 48 —BAR DIAMETERS (MINIMUM 12— INCHES) i. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS SHALL BE FILLED WITH CONCRETE GROUT. J. LINTELS: ANY C.M.0 WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8" X 8" CONCRETE LINTELS WITH 2 #5 BOTTOM. EXTEND REINFORCEMENT MINIMUM 6' PAST OPENING AND CAST LINTEL WITH MINIMUM 8" BEARING ON ADJACENT COLUMN OR REINFORCED CELL K. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" X 8" CONCRETE (FORMED OR BOND —BEAM BLOCK) WITH 2 #5 MID —DEPTH AT ALL SILLS. EXTEND REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN OR REINFORCED CELL EQUIVALENT CAST —CRETE SILLS ARE ACCEPTABLE (SUBMIT SHOP DRAWINGS). 05500 FASTENERS, A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED ON THIS DRAWINGS. B. ALL FASTENERS, INCLUDING EXPANSION ANCHORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS. ETC. SHALL BE GALVANIZED. 08100 STRUCTURAL LUMBER, A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, MINIMUM GRADE NO. 2. B. MINIMUM ALLOWABLE BENDING STRESS (FB): 1. 2x4: 1500 psi 2. 2x6: 1250 psi 3. 2x8: 1200 psi 4. 2x10: 1050 psi 5. 2x12: 975 psi C. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. 08110 PLYWOOD ROOF SHEATHING, A. PLYWOOD ROOF SHEATHING SHALL BE 19/32 ", EXTERIOR GRADE, SHEATIHING, WITH 32/16 APA SPAN RATING. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE —AND— GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH EOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 10d NA:LS. NAIL SPACING SHALL BE FOUR— INCHES ON CENTER AT PANEL PERIMETERS AND SIX — INCHES ON CENTER AT ALL C1HER SUPPORTS. Interior Alterations and Additions DRAWN: DATE: 10 -08 -01 COMMISSION: 00016 DRAWING mi : STRUCT. NOTES / SCHED. SHEET: N E G A ARCHITECTURE • INTERIOR DESIGN • CONSTRUCTK_ 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Sepe Residence 1207 N.E. 92nd Stree Miami Shores, Florida R E V I S I O N S : D.J.N. S1 CHECKED: D.J.N. SCE AS NOTED OF 3 SHEETS COLUMN SCHEDULE MARK SIZE REINFORCEMENT REMARKS VERTICAL BARS OR BASE PLATE TIES OR CAP PLATE ® 8" x 12" 4 #5 #3 a 0 12" O.C. TIE COLUMN FC1 8" x 8" 1 # — FILLED CELL COLUMN NOTES; 1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT IN COLUMNS. 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. 3. WHERE COLUMNS BEGIN FROM EXISTING CONSTRUCTION, DRILL 6" INTO EXISTING CONCRETE ABOVE AND BELOW AND SET 2 #5 x 3' -0" DOWELS FOR ALL COLUMNS. GENERAL STRUCTURAL NOTES 0100 CODE8. ALL WORK SHALL CONFORM TO THE SOUTH FLORIDA BUILDING CODE, 1999 EDITION, AND ALL OTHER APPUCABLE LOCAL CODES. 01001 DESIGN CRITERIA, A. ROOF LOADS: LIVE LOAD 20 PSF SUPERIMPOSED DEAD LOAD 15 PSF (0 ROOF) 10 PSF (0 CEILING) B. FLOOR LOADS: LIVE LOAD 40 PSF SUPERIMPOSED DEAD LOAD 20 PSF C. WIND LOADS: IN ACCORDANCE WITH ASCE 7 -88 [BUILDING CATEGORY I; 110 MPH WIND SPEED; EXPOSURE C; IMPORTANCE FACTOR I = 1.05]. SEE CALCULATIONS FOR ADDITIONAL INFORMATION. NET WIND UPLIFT ON TRUSSES: SEE ROOF PLAN 01002 ELEVATION DATUM, ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO N.G.V.D. ( SEE ARCHITECTURAL DWGS. FOR N.G.V.D.) 01003 DIMENSIONS AND CONDITIONS, ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE AT ALL TIMES. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE. REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER. 01004 METHODS & SAFETY" THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 01005 PROTECTION OF EXISTING CONSTRUCTION, EXISTING CONSTRUCTION, WHICH IS TO REMAIN, THE PROPERTY OF ADJACENTBUILDINGS AND PUBLIC PROPERTY SHALL NOT BE DAMAGED. CONTRACTOR SHALL LOCATE AND PROTECT CONCEALED PIPES AND CONDUITS PRIOR TO DEMOLITION AND TAKE APPROPRIATE ACTION TO PROTECT THEM AND TO PROVIDE FOR SAFELY. 01008 CONSTRUCTION LOADS& IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. 01007 CONFLICTS IN DOCUMENTS, IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 01008 COORDINATION§ THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. 01009 MANDATORY INSPECTIONS THE CONTRACTOR SHALL ASSURE THAT THE "MANDATORY INSPECTIONS" AS REQUIRED BY THE S.F.B.C. ARE PERFORMED BY BOTH THE MUNICIPAL INSPECTOR AND THE INPECTING ENGINEER, AND THAT THE WORK IS ACCEPTED PRIOR TO CONTINUING WITH SUBSEQUENT WORK. 01010 SHOP DRAWINGS, A. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT COMPLETE SHOP DRQWINGS AS REQUIRED BY THESE NOTES. B. REVIEW AND APPROVAL OF SHOP DRQWINGS IS FOR THE DESIGN CONCEPT ONLY. THE CONTRACTOR SHALL CHECK AND APPROVE THE SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS BEFORE SUBMITTAL. APPROVAL BY THE ENGINEER OR ARCHITECT IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUSTITUTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS, QUANTITIES, JOB CONDITIONS, AND COORDINATION WITH ALL DOCUMENTS AND OTHER TRADES. 02000 POLYETHYLENE SHEET, POLYETHYLENE SHEET, PLACED CONTINUOUSLY, UNDER CONCRETE SLABS AND BEAMS PLACED ON GROUND SHALL BE MINIMUM 6 MIL THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 12 INCHES AND CONTINUOUSLY TAPED WITH MINIMUM OF TWO —INCH WIDE VINYL TAPE. POLYETHYLENE SHEET SHALL EXTEND ONE INCH ON TO PILE /STEM WALL 02458 PIN PILES, A. PILES: PILES SHALL BE 3" DIAMETER EXTRA STRONG PIPE (3.5" O.D. AND 0.30" WALL THICKNESS). PIPE SHALL BE CAPPED AT THE LEADING POINT. STEEL SHALL CONFORM TOT HE REQUIREMENTS OF ASTN A53, TYPE E OR S WITH Fy (MIN.) = 35 KSI. PIPES SHALL BE IN SECTIONS AS LONG AS PRATICAL SPLICES SHALL BE MADE WITH FULL PENETRATION BUTT WELDS ALL AROUND OR WITH SLEEVES, FILLET WELDED ALL AROUND TOP AND BOTTOM. ALL PIPES SHALL BE FILLED WITH CONCRETE GROUT AFTER DRIVING. EACH PILE SHALL BE REINFORCED WITH 1/6 BAR FOR THE FULL LENGTH OF THE PILE. REINFORCEMENT SHALL BE HOOKED INTO CONCRETE MEMBER ABOVE PILE. BEARING BRACKETS SHALL BE FABRICATED AS INDICATED IN THESE DRAWINGS USING ASTM A36 STEEL AND E70XX WELDING RODS. B. PILE DRIVING: PILES SHALL BE DRIVEN TO END BEARING WITHIN THE EXISTING UMEROCK LAYER. DRIVING SHALL CONTINUE IN THIS ROCK TO OBTAIN A MINIMUM ALLOWABLE CAPACITY OF 5 TONS. THIS CAPACITY SHALL BE ASSUMED TO BE ACHIEVED WHEN THE PILE IS DRIVEN INTO THE ROCK LAYER AND WHEN ITS PENETRATION DOES NOT EXCEED 1.0" PER MINUTE FOR THREE MINUTES WHEN DRIVEN BY A 90— POUND PNEUMATIC HAMMER. C. INSPECTION: ALL PILE DRIVING SHALL BE MONITORED BY AN INSPECTOR AS REQUIRED BY PARAGRAPH 2405.1(R) OF THE S.F.B.C. D. ALL PIN PILES SHALL BE HOT— DIPPED GALVANIZED IN ACCORDANCE WITH ASTM Al23 03300 CONCRETE ICABT •IN- PLACED, A. STANDARDS: ACI 318, ACI 301 AND ACI 347. B. ALL CONCRETE SHALL BE PROPORTIONED TO ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SLUMP SHALL BE 4" (+1") AND NO WATER SHALL BE ADDED TO THE CONCRETE AT THE SITE. MAXIMUM WATER CONTENT SHALL BE 33 GALLONS PER CUBIC YARD. CONCRETE FOR AREAS WHICH WILL REMAIN EXPOSED TO WEATHER AFTER CONSTRUCTION SHALL HAVE93T0 5 C. THE CONTRACTOR SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER TESTS AS REQUIRED BY SECTION 2505.2 OF THE SOUTH FLORIDA BUILDING CODE. % ENTRAINED AIR. D. CONTRACTOR SHALL PROVIDE ALL FORMING AND TEMPORARY SHORING. E. NO PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE CONCRETE FLOOR WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHALL BE PLACED NO CLOSER THAN THREE DIAMETERS O.C. AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE. F. REINFORCEMENT: ASTM A615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. SPLICE ALL COLUMN BARS TO DOWELS MINIMUM 30 BAR DIAMETERS (U.O.N). SPUCE #5 BARS IN GROUTED CELLS A MINIMUM OF 30 INCHES. G. CONCRETE COVER OVER REINFORCEMENT: 1. 3— INCHES WHERE CAST AGAINST EARTH. 2. 2— INCHES FOR COLUMNS AND BEAMS AND 1 -1/2 INCHES FOR SLABS WHERE CAST IN FORMS OR ON POLYETHYLENE SHEET AND PERMANENTLY EXPOSED TO WEATHER OR EARTH. 3. 1 -1/2 INCH AT ALL OTHER LOCATIONS (U.O.N.). H. SAW —CUT CONTROL JOINTS SHALL BE MADE WITHIN TWELVE HOURS OF CONCRETE PLACEMENT. L ALL CONCRETE SHALL BE FINISHED AS APPROPRIATE FOR THE FINISHES INDICATED IN THE ARCHITECTURAL DRAWINGS. J. ALL CONCRETE SHALL BE CURED FOR MINIMUM OF SEVEN DAYS. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE IN THE CONCRETE. GENERALLY THIS SHALL BE ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS. FORMS SHALL BE KEPT MOIST BY FREQUENT WATER SPRAYING PRIOR TO REMOVAL VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES. 04420 REINf H-;E D M P80hRY, A. HOLLOW CONCRETE I,1ASGNRY' UNITS SHALL COMPLY WITH ASTM C90 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS. B. MORTAR SHALL COMPLY WITH ASTM, C270, TYPE M OR S. C. REINFORCEMENT BARS SHALL COMPLY WITH ASTM A615, GRADE 60. D. ALL C.M.U. WALLS SHALL HAVE GALVANIZED STEEL HORIZONTAL JOINT REINFORCEMENT (STANDARD NO. 9, TRUSS TYPE) EVERY OTHER COURSE (UNLESS OTHERWISE NOTED). EXTEND REINFORCEMENT MINIMUM 4— INCHES INTO ALL COLUMNS. E. GROUT SHALL BE 3,000 PSI CONCRETE GROUT CONFORMING TO THE REQUIREMENTS OF ASTM C476. SLUMP SHALL BE 9" ( +1 F. REINFORCED MASONRY SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 2705 OF THE S.F.B.C. AND ACI 530. G. REINFORCED CONCRETE PRISM STRENGTH SHALL BE f'm = 1,500 PSI, AND SHALL BE VERIFIED BY TESTS IN ACCORDANCE WITH SECTION 2705.4 OF THE S.F.B.C. H. LAP SPLICE REINFORCEMENT IN GROUT FILLED CELLS MINIMUM 48 —BAR DIAMETERS (MINIMUM 12— INCHES) i. WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, TWO CELLS SHALL BE FILLED WITH CONCRETE GROUT. J. LINTELS: ANY C.M.0 WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8" X 8" CONCRETE LINTELS WITH 2 #5 BOTTOM. EXTEND REINFORCEMENT MINIMUM 6' PAST OPENING AND CAST LINTEL WITH MINIMUM 8" BEARING ON ADJACENT COLUMN OR REINFORCED CELL K. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" X 8" CONCRETE (FORMED OR BOND —BEAM BLOCK) WITH 2 #5 MID —DEPTH AT ALL SILLS. EXTEND REINFORCEMENT MINIMUM 6" INTO ADJACENT COLUMN OR REINFORCED CELL EQUIVALENT CAST —CRETE SILLS ARE ACCEPTABLE (SUBMIT SHOP DRAWINGS). 05500 FASTENERS, A. FASTENERS SHALL BE OF THE TYPE AND SIZE INDICATED ON THIS DRAWINGS. B. ALL FASTENERS, INCLUDING EXPANSION ANCHORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS. ETC. SHALL BE GALVANIZED. 08100 STRUCTURAL LUMBER, A. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE, MINIMUM GRADE NO. 2. B. MINIMUM ALLOWABLE BENDING STRESS (FB): 1. 2x4: 1500 psi 2. 2x6: 1250 psi 3. 2x8: 1200 psi 4. 2x10: 1050 psi 5. 2x12: 975 psi C. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY OR PERMANENTLY EXPOSED TO WEATHER SHALL BE PRESSURE PRESERVATIVE TREATED. 08110 PLYWOOD ROOF SHEATHING, A. PLYWOOD ROOF SHEATHING SHALL BE 19/32 ", EXTERIOR GRADE, SHEATIHING, WITH 32/16 APA SPAN RATING. B. EDGES OF PLYWOOD PANELS SHALL BE TONGUE —AND— GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. C. LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBER WITH EOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED D. FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 10d NA:LS. NAIL SPACING SHALL BE FOUR— INCHES ON CENTER AT PANEL PERIMETERS AND SIX — INCHES ON CENTER AT ALL C1HER SUPPORTS. Interior Alterations and Additions DRAWN: DATE: 10 -08 -01 COMMISSION: 00016 DRAWING mi : STRUCT. NOTES / SCHED. SHEET: N E G A ARCHITECTURE • INTERIOR DESIGN • CONSTRUCTK_ 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Sepe Residence 1207 N.E. 92nd Stree Miami Shores, Florida R E V I S I O N S : D.J.N. S1 CHECKED: D.J.N. SCE AS NOTED OF 3 SHEETS DRAWN: D.J.N. , CHECKED: D.J.N. DATA 10 -08 -01 sue: AS NOTED COMMISSION: 00016 DRAWING 1111L FOUNDATION PLAN SHEET: OF S2 3 SHEETS (TYP. U.O.N.) `4:424MIL. # x 6' -0" PLUS HOOK 0 12" O.C. TOP LOWEST LAYER 11 4 " 00 8" MASONRY BLOCK WALL WITH 1/5 048" & AT EVERY CORNER AND EACH SIDE OF OPENING. FILL CELL WITH 3000 psi GROUT AND #9 LADDER TYPE 0 16" O.C. 3" PIN PILE, SEE STRUCTURAL NOTES. 0 4' -6" O.C. MAX. ALONG THIS WALL (TYP. U.O.N.) 3" PIN PILE, SEE STRUCTURAL NOTES. FASTEN TIE COLUMN TO EXIST. CMU W/ #4 DOWEL 0 16" O.C. DRILL 4" AND EMBED IN EPDXY ADHESIVE. r 8 3' -6" 6' -10" 3" DIA. PIN PILE 0 3'-6" Q:.C. MAX 6' -2' 4 -0" 8 NOTE: COORDINATE MASONRY OPENINGS WITH WINDOW MANUFACTURER. 8" THICK CONC. SLAB W/ # 0 12" O.C. EACH WAY BOTT. # x 6' -0" PLUS HOOK TOP BAR SECTION S2 3/4' =1 -0' 2 1/4' =1' -0' 0 El FOUNDATION PLAN 8" CMU WALL GB -1 PL 3/4 "x10 "x10" 3* PIN PILE, SEE STRUCT. NOTES # IN GROUT FILLED PILE HUGHES DTC (NOA 00- 1218.03) AND HUGHES TA22 (NOA 00- 0913.07) WITH (9) 16d NAILS INTO TRUSS; TOTAL CAPACITY = 2,565# DRILL 6" INTO SIDE OF EXISTING AND SET #5 x 4' -6" DOWEL IN EPDXY ADHESIVE 0 12" O.C. NORTH C� N E G A S ARCHITECTURE " INTERIOR DESIGN " CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Interior Alterations and Additions for: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida R E V I S I O N S : 1 ( . ��-ol D GRAVITY = ( +) 1.40 K UPLIFT = ( -) 1,20 K HUGHES DTC TRUSS ANCHOR (DADE COUNTY PRODUCT APPROVAL NO. 00- 1218.03) WITH (9) 10d NAILS THROUGH STRAP AND (4) 10d NAILS THROUGH SEAT. PREFABRICATED WOOD ROOF TRUSSES AT 2' -0" ON CENTER. SEE "GENERAL STRUCTURAL NOTES" FOR ADDITIONAL INFORMATION. PREFABRICATED PIGGYBACK WOOD TRUSSES. SEE "GENERAL STRUCTURAL NOTES" AND SECTION ON THIS SHEET FOR ADDITIONAL INFORMATION. PREFABRICATED WOOD ROOF TRUSSES AT 2' -0' ON CENTER. SEE 'GENERAL STRUCTURAL NOTES* FOR ADDITIONAL INFORMATION. z 1- - r- m EXIST. 11 E BEAM GIRDER TRUSS aS L 1 1 -- HUGHES DTC TRUSS ANCHOR (DADE COUNTY PRODUCT APPROVAL NC. 00- 1218.03) WITH ;9) 10d NA:LS THROUG 1- STRAP AND (4) 10d NAILS THROUGH SEAT. 5 °" MAX. Bp' K 1 L (TYP. 0 6011-1 ENDS) (TYP. 0 BOTH ENDS) SECONDARY POUR OVER EXISTING BEAM. NEW TIE BEAM LEVEL SHALL MATCH EXISTING TIE BEAM LEVEL r D GRAVITY = ( +) 2.70 K UPLIFT = ( -) 2,27 K 0 GRAVITY = ( +) 1.83 K UPLIFT = ( -) 1.54 K PLYWOOD ROOF SHEATHING. SEE "GENERAL STRUCTURAL NOTES* NO. 06110 FOR ADDITIONAL INFORMATION. (TYP. THRUOUT) J 1 r PLANTER r L L r EXISTING ROOF TO REMAIN UNDISTURBED. L 1 PLANTER 2x WOOD NAILER WITH 16d NAILS INTO EXIST. SHEATHING c' 4" o.c. NAIL NEW SHEATHING WITH 10d 0 4" o.c. Exist. prefab roof trusses Provide 12" dia. openings in existing roof sheathing for ventilation at 48" o.c. e.w. \\ 3} 3/4' =1' -0' PRE —FAB PIGGY —BACK TRUSSES AT 24" O.C. (TYP.) Hughes RT1618 TW strap tie (Miami —Dade County product approval no. 00- 1218.03) with (6) 10d nails into side of truss and (6) 10d nails into side of each exist. intersecting truss (max. 2 " -0" o.c). Penetrate existing sheathing only as required for installation of strap. SECTION - PIGGYBACK TRUSS 11 El SEE ROOF PLAN FOR LOCATIONS HUGHES DTC (NOA 00- 1218.03) WITH (9) 1 6d NAILS INTO TRUSS; DRILL 6" INTO SIDE OF EXISTING IN EPDXY ADHESIVE 0 12" 0.C. ROOF FRAMING PLAN S3 1/4' =1' -0' r J r L J AND SET #5 x 4' -6" DOWEL Roof sheathing, see Structural Notes 06110 1 J 1 AND HUGHES TA22 (NOA 00- 0913.07) TOTAL CAPACITY = 2,565# NORTH u DRAWN: SHEET: NE G A S ARCHITECTURE a INTERIOR DESIGN a CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Interior Alterations and Additions fo Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida R E V I S I O N S : D.J.N. CHECKED: D.J.N. COMMISSION: 00016 DATE: 10 -08 -01 SCAB AS NOTED DRAWING wiz: ROOF FRAMING PLAN S3 OF Z SHEETS REVISIONS: CONNECT TO EXIS11NG 3/4 CW & 1/e HW LINES IN WALL. 3/4 CONDENSATE DRAIN. TERMINATE 8' AFG. (4 TONS) RUN CW & HW LINES IN CRAWL SPACE. L O P 1 114' =1'-0' ST I r BEDROOM EXIST. LAUNDRY RUN SANITARY UNE 14 Dh' CRAWL SPACE. r PLUMBING FLOOR PLAN PLAYROOM GARAGE I I REMOVE EXISTING WATER CLOSET, LAVATORY AND TUB IN EXISTING BATHROOM. REMOVE ASSOCIATED PIPING AND CAP ALL STUBS OUT OF THE IJNE OF SIGHT. CONNECT TO EXISTING SANITARY LINE. VERIFY EXACT LOCATION, SIZE AND INEVRT IN FIELD PRIOR TO COMMENCEMENT OF WORK. 00 0 0 RELOCATE EXISTING EWH AS SHOWN. ADJUST ROUGH —IN AS REQUIRED. FLORIDA ROOM LIVING ROOM EXIST. KITCHEN BREAKFAST RM. PLANTER EXIST. BATH 0 PLANTER EXIST. BATH CLOSET 1 BEDROOM NESTEIR CIFUENTES CONSULTING ENGINEER LICENSE ND.. 20-4 51=1 [MOO SW 33 TERRACE MIAMI. FLORIDA 33155 Interior Alterations and Additior DRAWN: NE G A ARCHITECTURE o INTERIOR DESIGN e CONSTRUC Sepe Residence 1207 N.E. 92nd Strec Miami Shores, Florida RLP DATE: 10 -08 -01 COMMISSK)N: 0 0 0 13205 CORONADO LANE NORTH MIAML, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 CHECKED: N.C. SCALE: AS NOT DRAWING 1TnE PLUMBING FLOOR PLA SHEET: P1 0 F 2 SHEETS CONNECT TO EXIS11NG 3/4 CW & 1/e HW LINES IN WALL. 3/4 CONDENSATE DRAIN. TERMINATE 8' AFG. (4 TONS) RUN CW & HW LINES IN CRAWL SPACE. L O P 1 114' =1'-0' ST I r BEDROOM EXIST. LAUNDRY RUN SANITARY UNE 14 Dh' CRAWL SPACE. r PLUMBING FLOOR PLAN PLAYROOM GARAGE I I REMOVE EXISTING WATER CLOSET, LAVATORY AND TUB IN EXISTING BATHROOM. REMOVE ASSOCIATED PIPING AND CAP ALL STUBS OUT OF THE IJNE OF SIGHT. CONNECT TO EXISTING SANITARY LINE. VERIFY EXACT LOCATION, SIZE AND INEVRT IN FIELD PRIOR TO COMMENCEMENT OF WORK. 00 0 0 RELOCATE EXISTING EWH AS SHOWN. ADJUST ROUGH —IN AS REQUIRED. FLORIDA ROOM LIVING ROOM EXIST. KITCHEN BREAKFAST RM. PLANTER EXIST. BATH 0 PLANTER EXIST. BATH CLOSET 1 BEDROOM NESTEIR CIFUENTES CONSULTING ENGINEER LICENSE ND.. 20-4 51=1 [MOO SW 33 TERRACE MIAMI. FLORIDA 33155 Interior Alterations and Additior DRAWN: NE G A ARCHITECTURE o INTERIOR DESIGN e CONSTRUC Sepe Residence 1207 N.E. 92nd Strec Miami Shores, Florida RLP DATE: 10 -08 -01 COMMISSK)N: 0 0 0 13205 CORONADO LANE NORTH MIAML, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 CHECKED: N.C. SCALE: AS NOT DRAWING 1TnE PLUMBING FLOOR PLA SHEET: P1 0 F 2 SHEETS DRAWN: R L P CHECKED: N. C. DATE: 10 -08 -01 scut: AS NOTED COMMISSION: 0 0 0 1 6 DRAWING rmL PLUMBING DETAILS SHEET: O P2 2 SHEETS COVER SECURED WITH SCREWS THREADED C.O. PLUG FIN. GRADE PAD FLUSH %FICONCR EXTERIOR TYPE TYPICAL CLEANOUT DETAIL SUP JOINT WALL FACE OF WALL STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG. P .1 NO. P -2 P -3 PLUM BING FIXTURE CONNECTION SCHEDULE DESCRIPTION 1A7 ER CLOS`T LAVATORY BATH 11.18 • PROVIDE ANTi —SCALD VALVE 12' ABOVE UPPERMOST DRAIN PAN AC UNIT DRAIN PAN 3' 11 DRAIN 3' 2" WATER COLD 1/2" 1/2" 1/2' HOT 1/2' 1/2' TYPICAL CONDENSATE DRAIN TRAP N.T.S. PERFORATED u CONDENSATE � RISER REMARKS FLUSH TANK, 1.6 GPF PROVIDE 2.0 GPM FAUCET PROVIDE 2.5 GPM SHOWERHEAD PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION 3/4" HEAT TRAP ELECTRIC WATER HEATER DRAIN VALVE to— CD D4 P— FC0 cf> 1 . WCO VTR COOL N. HB ti HOT WATER TO SYSTEM. . , P & T RELIEF VALVE. FLOOR tit SANITARY LINE VENT LINE SAFEWASTE LI N E CONDENSATE LINE GATE VALVE COLD WATER LINE HOT WATER LINE PLUMBING FIXTURE DESIGNATION FLUSH CLEAN OUT FLOOR PENETRATION AIR CHAMBER WALL CLEANOUT VENT THRU ROOF CLEANOUT ON GRADE HOSE BIBB COLD WATER SUPPLY — SHUT —OFF VALVE HEAT TRAP WATER SUPPLY TO HEATER. P & T RELIEF LINE FULL SIZE WATER HEATER INSTALLATION DETAIL N.T.S. TO OUTSIDE, TERMINATE POINTING DOWN 6" ABOVE GRADE. GENERAL PLUMBING NOTES: 1. A. ALL WORK SHALL BE DONE in accordance with the South Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the plumbing work. C. ARRANGE AND PAY for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. E. ALL HORIZONTAL SANITARY PIPING shall slope at 1/8 inch per foot minimum for 3' and larger and at 1/4" slope for 2' pipes and smaller. 2. SHOP DRAWINGS: Contractor shall submit for approval, within 30 days of signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: water heaters, and plumbing fixtures. No work shall proceed without the approval of these submittals. 3. PLUMBING FIXTURES: Fixtures shall be as selected by owner and shall be furnished and installed by this contractor. Fixtures shall be complete with drains, traps, supplies and any other accessory required. Fixtures and faucets shall comply with the SRC Water saving standards. 4. MATERIALS: A. PIPING: a. Sol, waste and vent: Sanitary pipe, PVC, DWV, Schedule 40. b. Domestic water. Copper pipe, Type L with sweat wrought copper fittings. Type 'M' in concealed spaces is acceptable. Isolate piping from concrete with insulating material. c. Condensate drain: DWC PVC. d. Domestic water supply assembly. Chrome finish tubing with angle shut off valves. e. Insulation: Insulate the first 8 LF. of HW LINES coming out of the water heater with 1" thick fiberglass insulation, with self sealing jacket. 5. ALL AUTOMA11C ELECTRIC water heaters shall meet the standards of the latest energy efficiency code. 6. PIPING TEST AND DISINFEC110NS: A. Test: All sanitary and domestic water supply piping shall be tested for leaks before piping is concealed or connected to equipment and plumbing fixtures. B. Disinfection: All domestic water piping shall be disinfected by introducing a solution of calcium hypochlorite of 50 parts per million of chloride and as per AWWA Standards. 7. VALVES: Domestic water valves shall be of bronze body, sweat ends. 8. HOSE BIBBS: Shall be 3/4 inch. rough brass construction with shut off valve and vacuum breaker. 9. ALL OUTDOORS FLOOR clean outs shall be terminated up to grade and shall be marked. 10. CONTRACTOR SHALL COORDINATE exact location of sanitary, and domestic water piping before starting any work. Notify Architect /Engineer of any deviations from design drawings. 11. CONTRACTOR SHALL visit jobsite car :c:r to bidding to fully familiarize himself with existing conditions. CONNECT TO EXISTING 3/4' :;W & 1/2' HW UNES IN WALL 1- CONNECT TO EXISTING PIPE. VERIFY EXACT SiZE, LOCATION, INVERT & CAPACITY IN FIELD PRIOR TO COMMENCEMENT OF WORK. NOTIFY ARCHITECT & ENGINEER OF ANY DISCREPANCIES. WATER RISER DIAGRAM - NTS JI I 2" YIB Y - CONNECT TO EXISTING PIPE. VERIFY EXACT SIZE, LOCATION, INVERT & CAPACITY IN FIELD PRIOR TO COMMENCEMENT OF WORK. NOTIFY ARCHITECT & ENGINEER OF ANY DISCREPANCIES. 2' 2 • P_] 3'(7 FT)) SANITARY RISER DIAGRAM - NTS NESTOR CIFUENTES CONSULTING ENGINEER LICENSE No_ 2E4-5D 811=;00 SW 33 TERRACE MIAMI, FLORIDA 33ii5 N E G A S ARCHITECTURE o INTERIOR DESIGN • CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Interior Alterations and Additions for: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida R E V I S I O N S : 8X4 CFM CU- 2 -1 2 TONS 12X2 30" MIN. CLEARANCE IN FRONT OF PANEL 12' /MIN. (TYPICAL) i 16X16 BATH (1w) (1W) I 10X8 CFM LAUNDR'ti ,III.. IIII STUDY BEDROOM PLAYROOM 0'0 R UC -- -10X10 1ox10 - --1 2X 10 ex4/ n 30 4 TONS 10x8 260 CFM (1 W) / UC GARAGE 6X12 III 38X18 12X8 CFM 0 0 CT, 0 8`0 FLORIDA ROOM 1/4" = i'_o" , 12112X8 200 CFM EA LIVING ROOM KITCHEN r -1ox12 ( — - 8x8 O 150 PLANTER 8X8 (1W) i 1 00 CF BREAKFAST RM. (1W) 8 "0 12X8 0 CFM HVAC KEY NOTES: 0 REMOVE EXISTING HVAC EQUIPMENT AND ALL ASSOCIATED DUCTWORK AND PIPING AND HAUL FROM SITE. PATCH OPENINGS VACATED IN BUILDING ® REFRIGERANT PIPES IN CEILING TO FAN COIL UNIT. FIRE SAFE AT ENTRY TO A/C CLOSET 0 22X12 RETURN AIR DUCT DN TO FULL SIZE INLET PLENUM 0 FULL SIZE DISCHARGE PLENUM 5 INEW' SUPPLY DUCT BETWEEN EXISTING 12' DEEP ROOF FRAMING MEMBERS. REMOVE PORTIONS (Or EXISTING HARD CEILING AS REQUIRED, RE— FINISH TO MATCH EXISTING ® LOCATE CONDENSING UNIT AS REQUIRED TO CLEAR EXISTING DRYER EXHAUST 0 44'0 TOILET EXHAUST DUCT TO EAVE CAP ® RREFRIGERNAT PIPES IN CRAWL SPACE TO FAN COIL UNIT, SEAL AT ENTRY TO HOUSE. 8X4 O CFM ( 6'0 UC L� UC BEDROOM 10X8 (1W) f C FM 0 PLANTER 0 UC 12X14 8X4 CFM CLOSET 6' EXISTING TOILET EXHAUST REMAINS O 8' 10X8 220 CFM BEDROOM UC 10x8 CFM (1W) UC 2X10 NESTOR CIFUENTES CONSULTING ENGINEER LICENSE No_ 29450 BEiUU SW 33 - IFEFF ACE MIAMI. FLORIDA 33155 NE G A ARCHITECTURE o INTERIOR DESIGN o CONSTRUC DAWN: K.K.N. COMMISSION: 00016 DRAWING TITLE: SHEET: 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Interior Alterations and Addition Sepe Residence 1207 N.E. 92nd Strec Miami Shores, Florida R E V I S I O N S : AC-1 CHECKED: N.C. DATE: Oct. 08, 2000 SCALE: AS NOTED HVAC FLOOR PLAN OF 2 SHEETS SPLIT A/C UNIT SCHEDULE FAN COIL UNIT UNIT DESIGNATION FC -1 FC-2 MFG. & MODEL NO. AREA SERVED LIVING BEDROOMS O.B.D. LOCATION AC CLOSET AC CLOSET SIDEWALL REGISTER NOMINAL TONS 2.5 4 O DESIGN MANUFACTURER TRANE TRANE TITUS 3FF MODEL NO. TwE030814FA T1SE048P13FA TRANSFER GRILLE SEER, MIN. 12.0 12.0 TOTAL AIR, CFM 1000 1600 VENT AIR, CFM 0 0 wJ EXT. STATIC PRESS., INCHES OF H2O 0.4 0.4 FAN MOTOR H.P. (NON- OVERLOAD) 1/3 1/2 ELECTRICAL SERVICE AVAILABLE 230V - 1 0 - 60 230V - 1 0 - 60 FACE VELOCITY, FPM - -- ___ DESIGN AIR ACROSS COIL, CFM 1000 1600 GRAND TOTAL CAPACITY, BTUH 29,800 18.500 COOUI TOTAL SENSIBLE CAPACITY, BTUH 21,200 i0/ 34,30019 ENTERING AIR TEMP. ° F DB/W8 80/67 80/67 COIL MODEL NO. - -- ___ FILTER TYPE & THICKNESS CLEANABLE, 1' CLEANABLE, 1' 31lL- QUANTITY AND SIZE 1, -- 1 -_ FACE VELOCITY FPM. MAX. - -- ___ HEAT /REHEAT COIL TYPE ELECTRIC ELECTRIC 131V3H ELECTRICAL SERVICE AVAILABLE 230V - 1 0 - 60 230V - 1 0 - 60 AUXILIARY ELECTRIC HEAT, KW 7.6 9 STAGES AND KW /STAGE 1, 7.6 1, 9.6 UNIT DESIGNATION CU -1 CU -2 TYPE OF FAN PROPELLER PROPELLER 11Nn ON NO. OF FANS AND FLA 1 - .9 1 - 1.9 AMBIENT AIR TEMP., ° DB 95 95 1. BCA /MAX. FUSE 16/45 30/50 NO. OF COMPRESSORS 1 1 REFRIGERANT PIPE SIZE, O.D. 3/4' SUCT., 5/16' UQUID 1 -1/8' SUCT, 3/8' LIQUID CAPACITY REDUCTION 0-100 0 -100 UNIT TOTAL AMPS 12.9 FLA 20.4 FU ELECTRICAL SERVICE AVAILABLE 230V - 1 0 - 60 230V - 1 0 - 60 1 OPERATING WEIGHT 260 260 DESIGN MANUFACTURER TRANE TRANE MODEL NO. TTP030C1008 T IPO48C100A AIR DISTRIBUTION SCHEDULE SYMBOL USE TYPE ACCESSORIES MFG. & MODEL NO. ® SUPPLY AIR CEILING DIFFUSER O.B.D. TITUS 250 -AA K B SU PPLY AIR SIDEWALL REGISTER -- THUS 300FS O RETURN AIR FILTER GRILLE ___ TITUS 3FF X RETURN AIR TRANSFER GRILLE - -- TITUS 3F HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR 08, 2000 X FIRE DAMPER(S) 000 6 X SMOKE DAMPER(S) HVAC SCHED., NOTES & DET. X FIRE RATED ENCLOSURE (AT GARAGE) X AC -2 OF 2 SHEETS FIRE RATED ROOF /FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X DRAWN: .. CHECKED: N DATE: Oct. 08, 2000 SCALE: AS NOTED COMMISSION: 000 6 DRAWING 11Th HVAC SCHED., NOTES & DET. SHEET: AC -2 OF 2 SHEETS 2 "X 2 "X 1/2" NEOPRENE NEOPRENE PADS AT ALL CORNERS R/A DUCT DN TO INLET PLENUM (FC -2 ONLY) 2" x 2" x 1/4 STEEL ANGLE FRAME SHALL BE RUST PRIME PAINTED. 3X3X3/16" STEEL ANGLE PLATE. FC UNIT PROVIDE 3' -0" CLEAR IN FRONT OF FC UNIT AND HEATER. FULL SIZE INLET PLENUM (FC -2 ONLY) VERTICAL FC MOUNTING DETAIL N.T.S. CONDENSING UNIT ANCHOR CU TO CONC. SLAB WITH 3/8" CONC. INSERTS 6" STRUCTURAL SLAB 6" MIN. 4 W.44 CONDENSING UNIT MOUNTING DETAIL N.T.S. POWER & CONTROL CONNECTIONS REFRIGERANT SUCTION & LIQUID LINES SEAL JOINT W/ DUCT SEALER AND TAPE DIFFUSER V/ OPPOSED BLADE DAMPER ADAPTOR ROUND TO SQUARE IF REQUIRED INSULATE TOP OF ALL AIR TERMINALS AIR DUCT (SEE PLAN VIEW) SPIN TAP F1T11NG w INSULATED FLEX. DUCT SEAL JO A � SEALER AND WITH DUCT FLEXIBLE DUCT CONNECTION DETAIL N.T.S. UNISTRUT CHANNEL SURFACE MOUNTE OF THE CHANNEL CHANNEL ANCHORED THROUGH THE BACK % I I 11i PIPE CLAMP 18 GA. SHEET METAL SADDLE FOR INSULATED PIPES: 1/4" THICK NEOPRENE SLEEVE FOR UNINSUTATED PIPES. REFRIGERANT PIPE RISER SUPPORT DETAIL N.T.S. PROVIDE UNIT MOUMr_D CIRCUIT BREAKERS AT FC -1 & 2 NOTE: ALL AIR DISTRIBUTION SHALL BE FINISHED WHITE BAKED ENAMEL. DUCTWORK SYMBOLS 1 VD if OR CFM DG �_ DL O 8" 11) SA 2 200 CFM MANUAL VOLUME DAMPER CUBIC FEET PER MINUTE UNDERCUT DOOR DOOR GRILLE SUPPLY AIR O THERMOSTAT DOOR LOUVER (WITH VOLUME DAMPER AT AC CL.) SUPPLY OR OUTSIDE AIR DUCT RETURN OR EXHAUST AIR DUCT FLEXIBLE DUCT LETTER [A] DENOTES AIR DISTRIBUTION DEVICE TYPE NUMBER (8] DENOTES TERMINAL NECK SIZE NUMBER [200] DENOTES SUPPLY AIR QUANTITY RETURN AND EXHAUST AIR HVAC GENERAL NOTES 1. GENERAL A. ALL WORK SHALL BE DONE in accordance with the South Florida Building Code and with all applicable regulations. B. DRAWINGS: Refer to all drawings for coordination of the HVAC work. C. ARRANGE AND PAY for all permits licenses, inspections and tests. Obtain the required certificates and present to owner. D. GUARANTEE The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for a minimum of one year for material and labor. All compressors shall be guaranteed for 5 years minimum. 2. SHOP DRAWINGS: Contractors shall submit for approval, within 30 days after signing contract, a minimum of five copies of fully descriptive literature, including but not limited to: fans, air conditioning units, air outlets. No work shall proceed without approval of these submittals. 3. DESIGN PARAMETERS: A. Indoor design temperature Summer): 78F DB B. Indoor design temperature (Wi 70F DB 4. ALL THERMOSTATS SHALL have heating mode maximum setting of 75 F, and cooling mode minimum setting of 70 F. The thermostat shall be arranged to prevent the simultaneous operation of heating and cooling. 5. ELECTRICAL CONTROLS AND POWER WIRING: Under electrical contract. 6. EQUIPMENT SPECIFIED BY manufacturer's number shall include all accessories, controls, etc., listed in the catalog as standard with the equipment. Optional or additional accessories shall be furnished as specified. 7. MATERIALS: A. REFRIGERANT PIPING: Shall be type L soft drawn, copper tubing, dehydrated for refrigerant use. Sized as shown on drawings or as per air conditioning equipment manufacturer's recommendations. B. INSULATION: Refrigerant suction piping shall be insulated with 3/4" thick foamed plastic insulation, fire retardant type. Insulation shall be installed in piping before assembly. No split insulation will be acceptable. Seal joints with manufacturer's approved adhesive and grey tape. C. DUCTWORK: a. All supply air ductwork shall be 1 1/2" thick fiberglass ductboard, fabricated and installed as per latest edition of SMACNA 'Fibrous Glass Duct Manual ". R -6.0 MIN. b. All toilet exhaust ductwork shall be galvanized sheet metal duct not lighter than 26 gage. c. All duct dimensions are clear inside dimensions. d. Flexible insulated ductwork with 1 1/2" thick fiberglass insulation with FRK vapor barrier. R -6.0 MIN. 8. CONTROLS: Air conditioning units shall be started and stopped thru individual thermostat. Individual programmable thermostats shall start /stop supply fans and activate cooling /heating systems as selected. 9. TEF -1 80 CFM at .125" TSP 3.0 sones max. Penn Z3H, provide BDD and service switch. 35 watts at 120V -1 -60. 10. TEST AND BALANCE: Contractor shall test and haI^.nce all ventilation and air conditioning systems. Submit four copies of rest and Balance Report, to owner for approval. NESTOR CIFUENTES CONSULTING ENGINEER LICENSE No_ 29145O EI EiEl SW 33 TEF. F' AE E MIAMI_ FLORIEIA 33155 NE G A S ARCHITECTURE • INTERIOR DESIGN • CONSTRUCTION 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Interior Alterations and Additions for: Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida R E V I S I O N S: SCOPE OF WORK 1 MIMED B- 4 • MINIMS W.H. Bzc2 NOMINNIO 0 • B -2 J VP B -2 B- B -38 B -3 )) STUDY • • B -2 1�I B -3 B -18 �1r • o B -3 J IL B -14,16 30 2 25 EXISTING METER WP E P -11,13 W 60 2 50 ISTING EL 'A' B -1 B -4 " r -25,27 NEW PANEL '8' B -4 B -4 8 -3 BEDROOM u LAUNDRY SEE N»TE #4 ON SF =ET E- 13-2 E1} 1/4' =1' -0' B -2 B- 2 RELOCATED FROM EXISTING FLORIDA ROOM OVERHANG. TO REMAIN CONNECTED TO EXISTING CIRCUIT IN PANEL 'A' PLAYROOM 8 -1 B -4 B -1CcI GARAGE � POWER / LIGHTING PLAN B -4 O O O O • WP WP�� B -4 Y • 10 4 J � t FLORIDA ROOM LIVING ROOM KITCHEN BREAKFAST RM. PLANTER NORTH BEDROOM L BATH PLANTER BATH SCOPE OF WORK O BEDROOM BEDROOM NESTEIR CIFUENTES CONSULTING ENGINEER LICENSE Ni _ 2E1450 HHUU SW 33 TERRACE MIAMI. FLORIDA 33155 DRAWN: DATE: SHEET: N E G A ARCHITECTURE • INTERIOR DESIGN • CONSTRUCTIO 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.7904 Interior Alterations and Additions r Sepe Residence 1207 N.E. 92nd Street Miami Shores, Florida R E V I S I O N S : A.G. 10 -08 -01 COMMISSION: 0 0 016 CHECKED: N,C, SCALE: AS NOTED DRAWING TITLE: POWER / LIGHTING PLAN E1 OF 2 SHEETS TYPE: EXISTING BUS RATING: 200A SERVICE:10,3W PANEL 'A' MAINS: 200A MCB VOLTAGE: 120/240 POLES: 30 MOUNTING: SURFACE (EXISTING) FEEDER: #4/0 LOCATION: GARAGE NEUTRAL: #4/0 CKT ELECTRICAL SYMBOLS SYMBOL WIRE DESCRIPTION SYMBOL DESCRIPTION 0 9 Q $ $3 Q ,p� `•' /v\ - - - SERVES RECESSED INCANDESCENT DOWNLIGHT FIXTURE, 75w MAX WALL MOUNTED INCANDESCENT FIXTURE, 75w MAX WALL MOUNTED SCONCE, 75w MAX SINGLE POLE LIGHT SWITCH AT 48" AFF THREE -WAY LIGHT SWITCH AT 48" AFF WALL MOUNTED OUTDOOR FIXTURE, 75w MAX WALL MOUNTED FLUORESCENT FIXTURE INSIDE CLOTHES CLOSET PENDANT INCANDESCENT FIXTURE CEILING FAN WITH LIGHT FLUORESCENT UNDERCABINET LIGHT. 2' OR 4'. 4' FLUORESCENT FIXTURE W /TWO 32W T8 LAMPS EXISTING TO REMAIN C * 0- ® III TV C� OS O M WP VP DUPLEX RECEPTACLE MOUNTED 18" AFF, U.O.N. QUAD RECEPTACLE MOUNTED 18" AFF, U.O.N. SINGLE RECEPTACLE MOUNTED 18" AFF, U.O.N. GFCI DUPLEX RECEPTACLE SPECIAL PURPOSE RECEPTACLE, TO MATCH EQUIPMENT REQUIREMENTS WALL MOUNTED JUNCTION BOX. TELEPHONE OUTLET TELEVISION OUTLET SAFETY DISCONNECT SWITCH SINGLE STATION SMOKE DETECTOR W /BATTERY BACKUP ELECTRIC PANEL TOILET EXHAUST FAN WEATHERPROOF VAPOR PROOF N 1 E 60/2 6 3/4 TYPE: EXISTING BUS RATING: 200A SERVICE:10,3W PANEL 'A' MAINS: 200A MCB VOLTAGE: 120/240 POLES: 30 MOUNTING: SURFACE (EXISTING) FEEDER: #4/0 LOCATION: GARAGE NEUTRAL: #4/0 CKT SERVES TRIP POLE WIRE CON DUIT VA PHASE CKT SERVES TRIP W IRE CON VA 1 EXISTING POOL EQUIPMENT 60/2 6 3/4 9,500 • 2 EXISTING RANGE 50/2 6 3/4 12,000 3 GENERAL LIGHTING , 12 1/2 . • 4 GENERAL LIGHTING 20/1 12 1/2 * 5 EXISTING DRYER 30/2 10 1/2 5,000 • 6 EXISTING REFRIGERATOR 20/1 12 1/2 * 7 ,i, 1 6 3/4 10,776 • 8 EXISTING CIRCUIT 20/1 12 1/2 * 9 EXISTING CIRCUIT 15/1 14 1/2 * • 10 EXISTING CIRCUIT 20/1 12 1/2 * 11 EXISTING CIRCUIT 20/1 12 1/2 * • 12 EXISTING CIRCUIT 15/1 14 1/2 , i , 13 EXISTING CIRCUIT 20/1 12 1/2 * • 14 EXISTING CIRCUIT 15/1 14 1/2 3,120 15 EXISTING CIRCUIT 15/1 14 1/2 * • 16 EXISTING CIRCUIT 15/1 14 1/2 si 17 EXISTING FREEZER 20/1 12 1/2 1,000 • 18 EXISTING CIRCUIT 15/1 14 1/2 * 19 EXISTING CIRCUIT 15/1 14 1/2 * • 20 EXISTING CIRCUIT 15/1 14 1/2 * 21 SPARE 20/1 • 22 EXISTING CIRCUIT 15/1 14 1/2 * 23 EXISTING CIRCUIT 15/1 14 1/2 * • 24 EXISTING CIRCUIT 15/1 14 1/2 * 25 WATER HEATER 30/2 10 1/2 4,500 • 26 EXISTING CIRCUIT 15/1 14 1/2 * 27 ,i, ,i, ,1, • 28 NEW SUBPANEL 'B' 125/2 1 1 -1/2 21,070 29 EXISTING CIRCUIT 20/1 12 1/2 * • 30 ,i, 1 SEE HOUSE LOAD CALCULATIONS ALL BREAKERS TO HAVE 10,000AIC TYPE: SIEMENS, SQD, GE BUS RATING: 125A SERVICE:10,3W MAINS: MLO VOLTAGE: 120/240 PANEL 'B' POLES: 24 MOUNTING: SURFACE FEEDER: #1 LOCATION: GARAGE NEUTRAL: #1 CKT SERVES TRIP POLE WIRE CON DUIT VA PHASE A C CKT SERVES TRIP OLE W VA 1 GENERAL LIGHTING 20/1 12 1/2 * • 2 GENERAL LIGHTING 20/1 12 1/2 * 3 GENERAL LIGHTING 20/1 12 1/2 * • 4 GENERAL LIGHTING 20/1 12 1/2 * 5 GENERAL LIGHTING 20/1 12 1/2 * • 6 GENERAL LIGHTING 20/1 12 1/2 * 7 FAN COIL UNIT FC -2 60/2 6 3/4 10,776 • 8 GENERAL LIGHTING 20/1 12 1/2 * 9 1, 1 1 • 10 FAN COIL UNIT FC -1 50/2 8 3/4 8,464 11 A/C COMPRESSOR CU -2 10 50/2 8 3/4 5,760 • 12 , , i , 13 , I , 1 1 • 14 A/C COMPRESSOR CU -1 U 25/2 10 1/2 3,120 15 SPARE 20/1 • 16 I 1 si 17 SPARE 20/1 • 18 19 • 20 21 • 22 23 • 24 10 NON- COINCIDENT LOAD LOAD CALCULATION FOR PANEL 610 SQF AT 3VA /SQF OTHER LOADS TOTAL LOAD ALL BREAKERS TO HAVE 10,000AIC 'B': = 1,830 VA = 19,240 VA = 21,070 VA = 85A AT 240V, 1PH ALL NEW LIGHTING FIXTURES TO BE SELECTED BY THE OWNER TO FPL EXISTING 3 #4/0, 2 "GRC EXISTING METER 1 #2, 1 /2 "C--t= (EXISTING) A/C EQUIPMENT #2 COMPRESSOR CU -2 + FAN EVAP. FAN (4.9A x 240V) CAJ1047 (326) - EXISTING 3 #4/0, 1 #2(G), 2 "0 EXIST. PANEL A 200A, MB EXISTING GROUNDING ROD ELECTRICAL RISER. F- rating = 2 Hir. T- rating = 0 Hir. The products used in the above assembly have been tested in accordance with the following: • ASTM E814 (U11479) Standard Test Method for Through Penetration Firestopping. • ASTM E119 (UL 263) Standard for Fire Tests NEW PANEL 'B 125A, ML EXISTING HOUSE LOAD CALCULATION (INCLUDING NEW ADDITION) 1.- OTHER LOADS: a) GENERAL LIGHTING LOAD 3,148 SQFx3VA /SQF 9,444 VA b) SMALL APPLIANCE & LAUNDRY LOAD) 2 SMALL APPL. CKTS 3,000 VA 1 LAUNDRY CKT 1,500 VA c) COOKING EQUIPMENT Sc APPL. LOAD) REFRIGERATOR 800 VA RANGE 12,000 VA RANGE HOOD LTS /FAN 200 VA FREEZER 1,000 VA GARBAGE DISPOSAL 800 VA CLOTHES DRYER 5,000 VA WATER HEATER 4,500 VA GARAGE OPENER 1,200 VA POOL EQUIPMENT 9,500 VA LANDSCAPE LTS /REC 1,000 VA TOTAL 49,944 VA FIRST 8,000 VA x 100% = 8,000 NEXT 41,944 VA x 40% = 16,778 TOTAL OTHER LOADS = 24,778 NEW 3 #1 + 1 #6(GND), 1 -1/2 "C VA VA VA 24,778 VA 2. - LARGEST LOAD BETWEEN HEATING OR A /C: A/C EQUIPMENT # COMPRESSOR CU -1 + FAN 3,120 VA EVAP. FAN (3.6A x 240V) 864 VA 3,984 VA x 100% = 3,981 VA HEATER (FC -1) 7,600 VA EVAP. FAN (3.6A x 240V) 864 VA NEW A/C EQUIPMENT 8,46 +4 VA x 100% = 8,464 VA 5,760 VA 1,176 VA 6,936 VA x 100% = 6,936 VA HEATER (FC -2) 9,600 VA EVAP. FAN (4.9A x 240V) 1,1716 VA 10,77i6 VA x 100% = 10,776 VA TOTAL VA = 44,018 VA HOUSE TOTAL LOAD = 44,018 VA /240V = 183 AMPS 2 Hour Fire Rated Through Penetration FirEestop for Multiple Metal Pipe through Concrete floors; or walls using FYRE - :SHIELD. 1 L LtWOV ca 3735 Green Rd. Beachwood, OH, 44122 Drawing not to scale O Floor or Wall assembly = 4 " thick concrete, Max. area of opening is 288 sq. in. Q • Nom. 8" diam. (or smaller) Sch. 40 (or heavier) steel pipe • Nom. 4" diam. (or smaller) copper pipe and emt pipe. • Max. number of pipes with opening is three (3). Q A) Forming Material - (Not shown) - Nom. 1" thick ploy - urethane backer rod friction fitted into opening. B) Nom. % " FYRE - SHIELD thickness installed within OPENING NOTE: For wall apply FYRE- SHIELD to both surfaces of wall. The above described assembly and products have been tested and are based on both poet and anticipated performance criteria. Tremco shall not be !labia for any damages, direct or consequential, resulting from use of this moterial on design. Tremco shall only be responsible for replacing material found to be defective. 1. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC), AND THE LATEST EDITION OF THE SOUTH FLORIDA BUILDING CODE AND ANY OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER . SAID CONTRACTOR SHALL MEET ALL REQUIREMENTS SET FORTH BY ANY LOCAL ORDINANCE AND GOVERNING AUTHORITIES. 3. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 4. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF FINAL ACCEPTANCE. 5. IT SHALL NOT BE THE INTENT OF THESE PLANS AND SPECIFI- CATIONS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL CONDUIT, BOXES AND WIRING NECESSARY FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING TO ORIGINAL CONDITIONS ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, ETC. CAUSED DURING THE PERFOR- MANCE OF WORK. 7. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE OR DELAYS AND SHALL INCLUDE REPLACE- MENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 8. THE CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS, AND SHALL THOROUGHLY REVIEW ALL DRAWINGS, SPECIFICATIONS AND POSSIBLE ADDENDA PRIOR TO BIDDING ON HIS WORK. NO EXTRAS TO HIS CONTRACT WILL BE ALLOWED FOR FAILURE TO COMPLY WITH THIS REQUIREMENT. 9. THE CONTRACTOR SHALL NOT SCALE THE ELECTRICAL DWGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR SO THAT INTERFERENCE WITH OTHER TRADES BE AVOIDED. 11. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CON- TRACTOR TO PROVIDE ALL LABOR, MATERIALS AND NECESSARY SUPERVISION TO ACCOMPLISH THE WORK AS SHOWN AND /OR NOTED ON THE PLANS. 12. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CON- TRACTOR FOR THE ADVANCE ORDERING OF LONG LEAD ITEMS, AS TO NOT INTERFERE WITH THE WORK OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. THE CONTRACTOR SHALL NOT ORDER ANY ITEMS UNTIL APPROVED SHOP DWGS. ARE RETURNED TO HIM. 13. CONTRACTOR SHALL COORDINATE SERVICES WITH THE RESPEC- TIVE UTILITY COMPANIES. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE ORDERING OR INSTALLING ANY LIGHT FIXTURES. 15. ALL CONDUCTORS SHALL BE STRANDED COPPER, TYPE THHN/ THWN, EXCEPT WHERE OTHERWISE REQUIRED BY U.L. OR ANY CODE. MINIMUM WIRE SIZE SHALL BE 12 AWG, EXCLUDING CONTROL WIRING. 16. ALL CONDUCTORS SHALL BE IN CONDUITS. CONDUITS SHALL BE GALVANIZED RIGID STEEL (GRC) EXCEPT THAT: (A) PVC CONDUITS MAY BE USED UNDERGROUND PROVIDED ELBOWS AND RISERS ARE CRC; (B) ELECTRICAL METALLIC TUBING (EMT) MAY BE USED IN OR ON WALLS OR CEILINGS WHERE NOT SUBJECT TO MECHANICAL DAMAGE, DAMP OR CO- RROSIVE CONDITIONS; (C) LIQUIDTIGHT FLEXIBLE CONDUIT WHERE REQUIRED; (D) FLEXIBLE METALLIC CONDUIT WHERE REQUIRED IN DRY LOCACATIONS ONLY. ALL CONDUITS IN HA- ZARDOUS AREAS (PER NEC) SHALL MEET THE REQUIREMENTS OF NEC CHAPTER 5. 17. APPLY TWO COATS OF BITUMASTIC (KOPPERS 60) TO ALL ME- TALLIC CONDUITS IN SLABS OR UNDERGROUND. EMT IS NOT PERMITTED IN SLABS. ALUMINUM CONDUITS ARE NOT PERMI- TTED ANYWHERE. 18. FLEXIBLE CONDUIT SHALL BE USED FOR CONNECTIONS TO VI- BRATING EQUIPMENT AND RECESSED LIGHT FIXTURES, WHERE PERMITTED BY CODE. 19. FOR UNDERGROUND ELECTRICAL CONDUITS, PROVIDE PULL BO- XES SUCH THAT NO SINGLE CONDUIT RUN HAS BENDS IN EX- CESS OF 360 DEGREES, OR 180 DEGREES FOR TELEPHONE. PULL BOXES SHALL BE SUITABLE AND APPROVED FOR THE IN- TENDED USE AND WITH IRON COVERS. WARNING TAPES WHICH "WARNING BURIED ELECTRIC" SHALL BE PLACED IN TRENCHES ABOVE ELECTRIC CONDUITS. WHERE CONDUITS PASS UNDER PAVED AREAS, THEY SHALL BE CRC. WHERE UNDERGROUND CONDUITS ARE NOT EXPOSED TO MECHANICAL DAMAGE OR ARE NOT UNDER PAVED AREAS, THEY SHALL BE SCHEDULE 40 PVC. ELBOWS AND RISERS SHALL BE GRC. ELECTRICAL NOTES: 20. ALL CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. THE EXACT ROUTING SHALL BE DETERMINED IN THE FIELD, UNLESS NOTED OTHERWISE. 21. PROVIDE FIRE RETARDANT U.L. APPROVED SEALANT ON ALL PE- NETRATIONS, WALLS AND STRUCTURAL SLABS. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY PRIOR TO SUBMITTING BID, THE LOCATIONS OF ALL SUCH FIRE RATED PARTITIONS, WALLS, AND STRUCTURAL SLABS. 22. UNLESS NOTED AS EXISTING, ALL EQUIPMENT, WIRING, DEVICES, ETC. SHALL BE NEW. 23. A PULL WIRE OR CORD SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 24. ALL DISCONNECT SWITCHES SHALL BE SIZED BY NEC REQUIRE- MENTS TO ACCOMODATE THE EQUIPMENT SERVED, INCLUDING REJECTION CLIPS AND FUSES. SWITCHES SHALL BE HP RATED FOR MAXIMUM HORSEPOWER. 25. CONTRACTOR SHALL VERIFY CIRCUIT PROTECTIVE DEVICE RATING FOR EQUIPMENT PRIOR TO INSTALLATION. 26. ALL FUSES SHALL BE CURRENT LIMITING, PER U.L. RATED 600V OR 250V AS REQUIRED, WITH: a) NON TIME DELAY FUSES IN MAIN SWITCHES AND SWITCHES FEEDING PANELS. b) DUAL ELEMENT TIME DELAY FUSES FOR MOTORS AND HVAC EQUIPMENT. 27. MOTORS STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICA- TED OR REQUIRED, WITH OVERLOAD RELAYS OR FUSES IN EACH HOT LEG. 28. FURNISH AND INSTALL DISCONNECT SWITCHES AND WIRING FOR AIR CONDITIONING SYSTEMS AS PER MANUFACTURERS NAMEPLA- TE RECOMMENDATIONS. CONTROLS ARE TO BE SUPPLIED BY THE HVAC CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 29. ALL CIRCUIT BREAKERS SHALL BE OF THE INVERSE TIME TYPE (THERMAL - MAGNETIC). TWO AND THREE POLE CIRCUIT BREA- KERS SHALL BE COMMON TRIP. TIE HANDLES ARE NOT PERMI- TTED. 30. ALL ELECTRICAL EQUIPMENT SHALL BE RAINTIGHT (NEMA 3R) WHERE EXPOSED TO THE WEATHER. ALL FLEX CONDUITS CO- NNECTED TO SUCH EQUIPMENT SHALL BE LIQUIDTIGHT. 31. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCA -- TIONS, AND SPECIAL ENCLOSURES AS REQUIRED FOR OTHER CLASSIFIED AREAS, U.O.N. 32. PROVIDE ALL FIXTURES WITH LAMPS, VERIFY TYPE WITH MANU- FACTURER. 33. ALL OPENINGS FOR LIGHT FIXTURES IN CEILINGS SHALL BE PROTECTED IN A MANNER (PER ALL GOVERNING CODES) THAT WILL PROVIDE THE SAME RATING AS THE CEILING. THIS APPLIES TO ALL FIRE RATED CEILINGS. 34. ELECTRICAL CONTRACTOR SHALL VERIFY THE CEILING FINISHES AND SUSPENSION SYSTEMS FOR SELECTION OF PROPER TRIMS AND SUPPORT ARRANGEMENTS FOR LIGHTING FIXTURES. 35. ALL LIGHTING SWITCHES AND /OR DIMMERS SHALL BE GANGED TOGETHER WHERE SHOWN TOGETHER. 36. ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH UL APPROVED WELDED CONNECTIONS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL FORM A GROUNUNG ELECTRODE SYS- TEM AS PER NEC ARTICLE 250. 37. ALL ELECTRICAL EQUIPMENT SHALL Bt: INSTALLED IN ACCESIBL E AREAS ONLY. 4 38. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD RE- QUIREMENTS OF POWER AND TELEPHONE COMPANIES. 39. LIGHTING FIXTURES DESCRIBED HEREIN ARE INTENDED TO INDI- CATE THE GENERAL FIXTURE TYPE, WHICH SHALL BE SUBSTAN- TIALLY AS SPECIFIED. IT IS NOT THE t °;:I IT OF THIS SPECIFI- CATIONS TO REQUIRE THE PRODUCT OF ANY PARTICULAR MA -- NUFACTURER WHOSE PRODUCT IS SPECIFIED. 40. CONNECT ALL EMERGENCY AND EXIT LIGHTS TO INDICATED CIR- CUITS AHEAD OF ANY SWITCH. 41. PROPER PLASTER RINGS SHALL BE USED WITH OUTLET BOXES. PLASTER RINGS SHALL BE A MAXIMUM OF 1/8" FROM THE FINISHED SURFACE OF THE DRYWALL AFTER THE DRYWALL IS INSTALLED. PROPER COORDINATION BETWEEN THE ELECTRICAL CONTRACTOR AND THE GENERAL CONTRACTOR FOR RING INSTA- LLATION IS REQUIRED. ALL OUTLET BOXES SHALL BE SECURELY FASTENED. ANY AND ALL IMPROPERLY INSTALLED PLASTER RING OR OUTLET BOXES SHALL BE REMOVED AND A NEW RING OR OUTLET INSTALLED AT THE CONTRACTOR'S EXPENSE. 1 DEMOLITION /CONSTRUCTION NOTES 1. FROM EXISTING PANEL 'A' REMOVE EXISTING SINGLE POLE BREAKERS FROM POSITIONS 28 Sc 30 AND INSTALL A NEW 125A TWO POLES BREAKER TO FEED NEW PANEL 'B'. REMOVED CIRCUITS 28 & 30 TO BE RELOCATED TO PANEL 'B', POSITIONS 6 AND 8. CONTRACTOR TO EXTEND CONDUIT AND INSTALL A PULL BOX IF NECESSARY. 2. FROM EXISTING PANEL 'A' REMOVE EXISTING 20A TWO POLES BREAKER FROM POSITIONS 25,27 AND INSTALL A NEW 30A TWO POLES BREAKER, DUE TO THE INCREASE IN THE SIZE OF THE WATER HEATER. 3. CIRCUIT #21 IN EXISTING PANEL 'A' TO BE RE- LABELED AS 'SPARE' AFTER PULLING THE WIRES AND CONDUIT FEEDING AN EXISTING A/C WALL UNIT BEING REMOVED. 4. EXISTING DISCONNECT SWITCH, FED FROM THE LINE SIDE OF PANEL 'A' TO BE REMOVED. THIS CIRCUIT WAS FEEDING THE EXISTING A/C EQUIPMENT BEING REPLACED. 5. IF IN THE DEMOLITION PROCESS IT IS FOUND ANY LIGHTING OR POWER CIRCUIT THAT CAN BE RE -USED WITHOUT ANY CHANGE, CONTRACTOR TO MAINTAIN SUCH CIRCUIT AND MAKE THE CORRESPONDING CHANGE ON PANEL SCHEDULE, REGARDLESS OF THE CIRCUITING INDICATED ON PLANS. 6. REUSE EXISTING JUNCTION BOXES, CONDUIT AND WIRING WHEN POSSIBLE. 7. ALL NEW WIRING SPECIFIED TO BE COPPER. 8. LOCATION OF NEW LIGHT FIXTURES SHALL BE COORDINATED WITH THE OWNER BEFORE ROUGH -IN. 9. ALL NEW LIGHTING FIXTURES TO BE SELECTED BY THE OWNER. 10. SINGLE STATION SMOKE DETECTORS TO BE CONNECTED TO A NON GFI KITCHEN OR BATHROOM LIGHTING CIRCUIT, AND TO HAVE BATTERY BACKUP. 11. ALL SINGLE STATION SMOKE DETECTORS SHALL BfT INTERCONNECTED SO WHEN ANY ONE OF THEM GOES OFF ALL OTHER DETECTORS ARE ACTIVATED AND SOUND ITS ALARM. 12. INSTALLATION OF LIGHTING FIXTURES INSIDE CLOTHES CLOSETS SHALL COMPLY WITH NEC 410 -8. 13. FAN COIL A/C UNITS ARE PROVIDED WITH A FACTORY INSTALLED BUILT -IN BREAKER. NESTOR CIFUENTES CONSULTING ENGINEER LICENSE NIA_ 29450 HEILIO SW 33 TERRACE MIAMI. FLORIDA 33155 N E G A ARCHITECTURE • INTERIOR DESIGN • CONS Interior Alterations and Additic Sepe Residence 1207 N.E. 92nd Strc Miami Shores, Florida DRAWN: A.G. DATE: 10 -08 -01 COMMISS CN: 00016 DRAWING 11TLE: NOTES / SCHEDULES SHEET: 13205 CORONADO LANE NORTH MIAMI, FLORIDA 33181 Tel. 305.893.4144 Fax. 305.895.790 R E V I S I O N S : E2 CHECKED: AS NOT: OF 2 SHEETS N.C. {CT -�,;•2 J1 g9:: ?P FROM: LEONAPW r0. IN 949259143 % . OWNER: 611, r s +5 '►i,. y s.: FLORID A fNERQY EFFiCitliGYCoq yaf��t� R U C . CONSTTION , w.,.•� Rssldsnt4Ilt.,lml el p .,,. ._.•.q. FORM 0 Fi 1 60 * ' a s s:f sr+ - ssspM 53( Cornrti Aft+ P '!" . Sad A/wt,�l + _. � .4 4 ,N;' ' 3140010 '- -.. . +�a).' foi . 1{a: {Ara d O of avio ( alto Ftwc aaaitar 'rt"`�i'" AND AOOR998: U - Id - 1 • w C1�'�'"'+�^ btN) �+ ;ht' +kwoos in 1�. • ir' wa sr NON ea • "tom olt�.ur�r tti W MAO s old p r Ward c orits iz . d E not StflfNCeS q 64 too W 44 of b sdxH+ie1 sd n t»ilt�t 0' • rno szYo Ids tit t Lll n n o0 .s t e va Ind di in ten wo+1 V. saatAin 4r o as+� Mbq f ro G� o rti�� e from o io ce N+ too o i,:eiun a 's 'v n It r rierat otir : Y� �t MMWf JsC! 0 0 t R*01 i a! AENdYAraQ4 : lia+dF'�I j � a�QA�� ,rani J o ,d •K �N,+� r a, 6C.I do $' � t I + ....,s.,► .� ■ ., ras,wd4 r • orie an•S fiaArao a1 c mato h t y 10 ac�r. 104 t + y� No to n tt „ur, Tobrsort I rhO f�l Pliy.DFfdfla�f P;d s6i0 bOJ:�'� } .r l,h+�gUr� Nom►. 1 � .: �.�t -� d • ' ,,,, t ' • 1. Renovation, llddltfon, Harr %atom or Man , 1. 5 . . �, , ittam,Ny 0401%44 , • • 2. WWI family detecttad ar � � .. � ... , 3. f Multifamiy --NO of units coverall by tides subrelts9or► M Y , aria (sq R.) 4. , 4. CenditIonad floor 4 5. P says oti•srttang (R.) O. Glass area and 1ytsa: a. Clear giots b. Tint. film or solar scresn 1. t ar64k4It4ta of gees to floor ataa $. Floor t po add Irt tudetion: a. Slab -on -scats (R- value) b. Wood, raia4d (f;•value) 0. Wood. co mom (Ft-value) d. Concr lots, raised (11-►elus) e. Concrete, common (R•vatugr 9. Waft typo and IrAufattlort: a. Exterior 1. Masonry (Inaoisdon R- vales) 2. Wood (lama (Insulation R•'alus) b. A scare: 1. 4falionry (Insulation R voles) 2. Wood tram a (Iflsoladon R-vaIu9) c. Marria9s Walla of Muitlple tinits' (Yas.No) 10. Cettlny typo and insulation: a. Under attic (mauls :ion R- value) b. Single assembly (Insulation R- ta'u4) 11. Coottng system' • (TWOS: whited, rO6A ur'It, pacsa4e oJnnlrssa A.C., gars. oiddiog, gorlt) 12. Muting system*: (Types heat pump, Moo. rtnp, i'efvd o-ae, L.P. mss, is h.p., room or PTAC, axiarn2, Ivo) 13. Air Stlttribeatiof System': a. f3dd$ow damper or sing!. pacic19t systems' (Yes/No) b. Duds on marriage walla adequately ss ' (Yea/140) 14, lfot wttsr system: apt sac., noted gas, Ptsr, sz?el,g, we) *Peons ohs to •, • tctured tarns with IN '41 W o,yq^ a . , I tnd aysalica :0 , s caasritd by c',s M1040 ors n 4 ki -�'/� � ;dpi ,• �L�.� '» * I5ri , o f un C, .r e , 11Gs • e' ry.`ly .µ 00. -or•M maw* _ 0M1*:....- . a .. It •0, , • a,• • Sir e tt :. 061.+V s t%liri s' • 61;ft., if 1•1 Gs t1 Ra 1365e95'90 1" , t >� ..te a —4 ;a• it. 1 cb. t�+t "" _ - • . aft, 11, 11. , Tyyptc 1: • Yet, -... it 13d, ........ r�trraa a'r4L`rA13 �' ..prn'.w..r P :2'3 4• 4 , AL : Y To sttril matavvizmw.rli• V to eV arts 14"P•11 ...-. re, " n... mv..‘sly .. „ . . ..,.,, , . ., .... ,. ,,ts. _ . .. , , , iii, 6 %WA! 4 .. 0011AeL • • - ,. • . - ,• oteetedest !As kew _ ,...r a s :i* of - . ,, - . - , i i, -, ' , VI 11 ow i e , • ALAANC.1.4116.1...10441. , , 4= . 1 UP TO 00% .110•16 to TO 30 • UP TO 40% UP tO 60% . . : Silo 04•Jb/• goo Double ' &rips Oltutis 0066• . - Owl' • ,. •.:,, .,_,S21:.N ' 41100 • -r• 1 I ' --ciii:12_-. 2- 1 0 1- es 0'. ei ' - . • .., . !Q., a ' er-.. • tie- PO •1..00 0 '•• .70 ' . 3'. 4.3 2 .24 1'• 00 0'. ,4S 2 .. 00 1 '• .70 0 '• .30 . E• 1.0 3 .40 2• .IS 1 3'• 00 2'. .70 0'• 30 .1....Amaa.sechavairlabassrahas.moirualmmistA....amankirams.ammovemsupom.usig. SH1C Of SC /WY D• i*kriit Kt fi9rn 24 toarviik./VV. PP& door 3/3 •1 0, cle4)04 ciao 6C • 00, Wel 0 fed 60 • . RC IHOC . I T*SC , . . , . , . .. , ■ . 4. ,., .. . .. . .. ... . . . . .. . . .. . . VL .,. . , t .., i '• . ' . ' ' V . . . „ , Y / y . - .. 1 AILS 60•3 i tittetanial Cant0347411 Mt ALL PACVA061 COMPOPttl4/0 • lg , tato let Joists 4 Cricks 505.1 C�1 To ta Weed, ciseisatsd, vdatilatesjo•1 of te, Weal 10044 Max. 0.3 calesq.k wed-vv. a:011; e deVAT(300 sEit•tio• Waideessa & Noes Sol* &Top Oates . • ‘'. . 04.1 - • pitaS Pt pi ,crinerTrcitvo p •Joh ta * toctelf7Taa . 4i ;$.1"r" KA • * par \*GEaliw.) tarri air6*-M, ., '1 4 *,■* . gyaail . - Lt ORW hi , 1.. 041 Litv. l ei seta l o ' two a* have clamors, isc•of foe **al wt* I1f.441 sohaut dire. 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Ais hsed,a•-• *WI not 32 WACO 121 le.bes tilietO •fi roortaikiS wool- 1 VACI Oseitreitt . • . .., . 60'7.1 = wits 16•0 • , ,,, opee *Al or slooralis Nomads! • 4 totem. .4111 ... . . , - .. , .. . . . . T-201 09:35P FROM:LECNAPOO hAcEIPPS IN 9549E59140 MAIO br4rs 1 S 0 TOLL ite1; PFOC Reciunim 4 sidou otatos1044s4441 KkOtioila lo moo: 11‘ AV int WAWA OWN14611 lia/A41VF1 4041. -- 4,0 melawrameamemo airfALUtO WS BOVA '• *AA • eilidt0.01 3.1114.74 Y EtTrrAteCY r • , 4o Wilmot R- 15 R•1 R.11 F 2' o 4 Pao* 0' 6 Corea" F Coon, aarocry Uvw Ale flints Asteroby; fitolOesel Pros Valal Nov Bost* 4.1somby Op*A Oototrolt. PVT* .1 R•13 R•10 R-11 Kic"itlaCkit CoAtsi AX • VI ir9s P14 il'orn Jolt or PTAO Cut% ileetoos keat 04 ' et* P4 oi Pit IP Gas, rseituree 01%4m Fuel 011 ti•titic PteivesP41 .1314,;• WCAL. oe Fol A.PiY HIPC OOP • 2. r AFLAC • •76 Arta • •7I Ef • .41 10 • .84 ' ALM r. l a !-Ire 5 X ; . . .,. 00•671. C00.4: MI Wow** 14 lo.4,4r4 Wit toki NOW row Onoraildi Mt kV 144. I. On 78.100.1 'aka* tii 31 a ttiltistirt Mies *NS Pint pawn brad, lial IP* loktislro tut* erased, k kits of disibtko4tifs4*.110 kol o mile /4 ("Kul vOt4o i t KIPTIO Marne* te ear.lease 6 ••••passavatairaS kis trel 1 I Ktlis a kb& TM CI 4064 if II illtdi *CAA 644 ifsW des:4 01 016 61 Art* OZ t to d d roe ›,iiitts mut tbsa alas AS bi 7* arabsicsai too so at is kraus. ii3Sitt tai le si is isreart rind is broil Oa ~is Aar iiiii yitil bdOlii00 "triA0 64 in ' big Kea. r yoeia• rod Ns e'd at to Pe .1 044.1 NIL SW LesieR•ogis woes es6 '66 34 *woo of howl tv no Woo o ~1 h3o *Pa 42 All P Pe 2 IOW*. ft 1 ars by ii 7011 Oia ;tool t D,ito• 010111 VIM Meliti ob mog Midis sogislart itiCS Fs a ;is."' 'Fie bid isiaro, ea Mow Ansi x*Segivi eagoW is ewers .'4I4 t e e l o s p a t o * 0 E s w e a r a p e 0 re t a m s e e k a i lo I t o I a t o * d e o el a t h a v e a t o o s t i W I is i a e r i e r i m e a v e c i e l 0 4 k i t a . - . 1 e a T a o AG-I. AA** Sat h ta ettion PM 4.14 el iilSitifieSVOr 4I1 cOmi A Pa oca grailliv tekiry ps takau4470. Sadoes (06 Piad b astaJtif •Irs hi titil of as par 111 poi 6*M reath asooketelp 1 i al mows , • , . 1 4 I , ,` ci 'Ivo 1 Att 4. -* 1.t 1,01 k s1 4• I 4. ir i. ,, . , . ■ ,„ , , . 1 1 Flet 0 4•Y Pliabetabed filia *a s IVO ( Viigh gab/aitiii0 vii 01 to ••4 Oaks 3e0lciAl feta be o•d be pos teas Ito la mkt 2 OW • *.:»13,,Irc aril Oca• 'cool Wot tote 4■1 wird VT* to 514 ko to Wall, CM 1o0o1 lti5 itfititird at 6 'IS OVA Cl/ b‘il PA bi sibs atVifet 1.5 aktiVivi chot te do14-trini tries 1. IMMO PliroS Cop* ialat my tired 0 temittAsi V Nowli haillatt . P .4 '; L Ow(3•3 Po 1foseoit 0 14$010 001. . , & aatd Thu? J1 b LAsIAXItto 0 ti-€. T•to 0.3, ale mar cif minds ham 7 last iin Elf Sob to "Xisalklef 'WOW oolhoot •• $4. t • ,. „ . D. 46 • a • O 1 se• Too o KSPF 1-7614 • _ N6Pfl _ oo Laulle ME • -- AFUE • , IF • 71_ iF • P:3/3 OC r . -cE ©7t 12: 43P PROM: LROM P'J t3AVEIRAS IN 9543859140 NES rot? MANTES P.E. 040 S.W. t3 1E1*' M.A1A1, FL 93155 l'n :Li ;1rw scc EAST 13LD3.0OMS Rc:nknital Ccw10i cu:d ;ledlu'.g Lund Cakulit on 3av,^,l nn Ati111tA . I993 Hyx3ho<4; of F Cliyhx 25 1-;,1:4::\A 1-;,1:4::\A St'SOLAR S]Llllil: 1'. ,VZLA I3TU,'[l12 lIT2� � 1' AREA 1:311.)/1111 1:311.)/1111 0 T. = N. Class 36 x x '13 3024 N Wa11N4N 13 x 0.14 x 0 0 L'. Cals.* Ski 36 x x 0 U N Wcllll•X. 14 x 0.3 x 204 1.,0 ti r. OLsz'. 47 . x 66 = 3102 L.Wa1lixkµ 24 x 0.11 x 0 S. Jss S1 36 . x 0 - 0 E,WW'allb:x 24 x 0.3 x 226 = 1627,2 S. Ci1J, 56 x x 47 ° 2632 S Wa11Cx 22 ti 0.3 x 233 1537.8 SW CiI93S 0 x x 0 0 S. WallNexx 22 x 0.14 { 0 W. Clary 47 x .. 0 - 0 W WLILCx Z4 x 0.3 . 56 - 403.2 SW C1l4ss 0 x x 0 = 0 W.W911Nes 24 x 014 . 0 0 11ur. (.;;:us x . 0 = 0 Kncc',+111 x T UiJJS 1Ica'' 1)7 S41.i t 1 • 3753 T. Wall 719 Subtet.al = 4425 11 h,1.1 0 1. A. A 1310/ -{R 111:14 131U/U:ut WI Al, 1 ]' lout 5 . 0 3 x 1100 1185 Ptiwplc 230 x 2 Roof Ex SA 48 x 0 1 x 160 = 7;:8 K.ittttt 1200 x 0 1tJVl'I`Ic:ti 43 x 0.03 x 0 - 0 1t:. L)r.. 17.3 tiuof Ex. Attic -13 x 0.05 x 1030 = 2 "72 liisc. 0 X 1 TorAL SUNS. U11-1 ='1OT. S1 \'S. x 1 3 SJbtutul • 5025 1985.6 255812 H1iA'I' LOSS I;1M T. ,1R.LA T 0 Li1U/IIR Walls '719 x 27 x 0 3 = 5823.9 Rovf 100 x 27 x 0.05 - 216 Fluor 1190 .. 20 x 0.4 1520 Cr1vJS 197 . 27 x 1 531) Vcn'.i116011-l. hi Cxt1 /6.16 x 27 x 101: = 222083 P:tr4tcuu 0 x 20 x 0.4 - 0 101 Al. 23100 Li Nita KW 6 768 Kc. c- ARCILLVOL,,GU- C'.48 x 9526 / 60 16.16 llt• NC- 1190 S4 :1. Volume AA:- 1190 x 8 = 9520 Cu. 11. 7 0: 1305895 Jt.) N tn1c: S}:i'h FrojLc1 Nu. 1.114 No.: Sir1'1:2 D to 9.21-01 Ca1c4tJtci by LN Check..i'y • t TONS = 2.165 USA - 2,5 i cas C.' du = 1000 Sq.1't.1 1' = 476 C21.M.'s1.11- U.84 131U1hK 0 : 460 0 76 IL; = 131757 = 0 SJbt. tJ1 1777.57 P :4/5 OCT'E-2001 12 :49P FROM :LEONAPDO N3'4LEIRR9 IN 9549259140 NES CIF {ANTES P.F. 8000 $. 3311.14RACE ! #VM,fL 33155 UriJ Aro.: ed. DTA N. Class E. 111366 Ski L. (144 SE. Ulass SH S. Urass SW Glass W.Cluss SW. ()lass 1Ivr, t+la�� T. GbsY luca- 11 P:a un W411/1 Ism Ruct Ex SA Roof Ne1.a Root' }:'x. At TO "AL SENS C71' =101. SENS x 1,3 HHAI LOSS 1TEM Walls Rod Clvur Ulas4 Vat:til3!ikii =1 P:1IL tivf 1OIAL KW QaARCI L.'VOL Arco A.C= Y?l iirie r•„'C= WEST LIVINO SOLAR S1WC T. AREA 1.3113(1112 36 < x 94 = 35 x x U 47 . x 94 = 3( x 0 56 s x 0 r x 0 47 . 27 0 x x U - s \ 0 264 Sub WWI • 2, 1 5 48 43 43 0.43 1975 1975 T. ARIA 1 970 x :7 3UU n 27 0 x 20 264 y 27 1xUI'.d1 126.4 x 27 1670 a 20 32416 Ht',Vlu ).504 Ka Rcsl ittttdl 11c1u Load Ca 1c u1;ilvns 4aY,x1 nn Ati14 HA1•, 1993 H;rldh nk t)f +dain C1wtir 25 U 131 U/HR IJ M 131 U /Unit 107 AL 0.3 c 1670 - 2505 Pcoptc 230 x 6 0.5 c 300 = 729 KittLon 12() x 1 0.03 530 703.1 Inlil ✓'Jent.= l. lhQ, -. 17.3 0.05 '. 1145 2745 !Jusc. 0 X 1 .x 15800 / Sy. 11. x S Subt'tul = 13216.2 0.3 U 05 0.4 33955. 41142.5 U 13iU/1 C2 = 7357 405 0 1 : 7123 1.08 - 3685.32 0.4 13360 60 = 126.4 1)8001 Cu. R. 11EM T 33154 N W'a11Na9 14 U N Wa1 kx. 1.1 1418 L3.W411Nr.1 24 U E.Wait x 24 2144 S,WallEx 22 0 5,WalINtw 22 1260 `N.W311Cx 24 0 W WaliNcl 21 0 Klncc will 11815 r W■11= 970 1(413 Nests: SE1'E Prvy.;ct Nu . id.; No. ' 8 1.14.',1 Date' 9-27-01 C'slcvlutk.N1 by LN ChtsLeti by. NC U T. ARIA DTU.11R x 0.14 x 126 246,36 x 0.3 x 124 - 52C S x 0.14 x 152 = 510 72 x 0 3 x 42 - 302.4 03 x 45 = 297 x 1).14 x 34 = 258,72 U 3 x 179 1288.8 X 0.1 x 218 = 732.48 '0; 1 3051395 x TONS - 3.079 USE - 3 ton$ trr. 1600 34 H./1 1)3 'd ( 1.N1 /s..t0 =- U.t+1 Sub!utai • 4157.88 451tJIHR U = 1380 1200 116.4 =21E6i.72 7. 0 Subtotal - 476612