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309 NE 99 St (15)POOL EQUIP NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS MGM PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION. SHOULD ANY SETBACKS SE LESS THAN THE MINIMUM REQUIREMENTS, EITHER BY OIL ER OR BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED. 30' 20' - -2'- - 11/2" VENT LOCATED .4 MAXIMUM OF 30 FEET FROM MA INDRAINS VENT LINE LOCATION TO BE DETERMINED IN FIELD P4110 BY OWNER FOOL L AYOUT I/4" a 1 18' -11 EXISTING RESIDENCE - - -2' - WEATI- IERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE 611 METER 111" VENT LOCATED A MAXIMUM OF 30 FEET FROM MAINDRAINS VENT LINE LOCATION TO BE DETERMINED IN FIELD USG. ELECTRIC SERVICE WATER PANEL r EQUIP 48" TALL CHILD FENCE LOCATED A MINIMUM OF 20" FROM POOL'S WATER EDGE 81.42 125.00 DRAIN FIELD PANEL 125 .00 NE. 99 STREET 5 f TE 'LAN 1 "•20' ")O! SELF - CLOSING;,/ SELF-LOCKING GATES nEQUIRED FENCE: 4' HIGH (MIN.) AND NON-CLIMBABLE IF NEIGHBORS RE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY • SWEET I ki) e � q - .7AWe P.E V EER SEPT. 26, 2006 '4rE ELEV. TOP OF POOL WALL 115 1 DEPTH OP POOL' 5 0 ✓ ELEV. TOP OF MAiNOR -AIN 65 ✓' MIAMI DADE COUNTY FLOOD CRITERIA 50 v ELEV. TOP OF MAINORAiN 65 e POOL iN FLOOD CRITERIA -15 ✓ LESS 2'0" HYDROSTATIC VALVE -3.5 • SLAB THICKNESS REQUIRED 6" V 38 SURFACE AREA (80. FT.) 362 850 2--- VOLUME (GALLONS) 10832 TURNOVER (HOURS) 25 22 PERIMETER (FEET) 82 DECK AREA (SQ. FT.) '3 BARB AT 9 " CENTERS BULLNOSE COPING *3 BARS AT 9 " CENTERS - 6 INLET _ MAX. SLOPE 0 i 1 ANTI VORTEX in AINDRAfN *3 BARB AT 9 '' CENTERS - - POOL SECTION No SCALE NOTE: BASED ON INFORMATION PROVIDED THIS OFFICE, THE EXISTING SERVICE 18 ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. 1- 2P -200A I -2P -304 3004 METER MAIN COMBO 200A PANEL 1- 2P -20A 1 -1P -154 NOTE: FROM TRANSFORMER TO JUNCTION BOX: 30011): 2"10 THHN + I "12 THHN I50W: 3"12 THHN 15W OR 100W: 2 14 T1-41-IN + I 12 TI-414N ALL 11 /2" CONDUIT AIR RELIEF VALVE POOL FILTER, CARTRIDGE 200 SQ. FT. OF SURFACE AREA 2" 10THHN+ 2 0 10 T1-41-4N iN '2" CONDUIT HYDROSTATIC RELIEF VALVE SET IN WASHED ROCK BED TIMER 3 12 TH-4N IN 1/2" COND.- RiSER DIAGRAM PUMP/TIMER DISCONNECT SWITCH 3 12 11-11-IN IN 1/2' COND. HEATER 1 ELECTRONIC 16V IGNITION TRANSFORMER JUNCTION BOX 15W/12 V/1..GT 150W/12 V /LOT 21/2 PUMP 3 12 11-41-IN IN 1 COND. AQUARI TE CHLORINATOR 6 " *3 BARS AT 9 " CENTERS 400000 BTU GAS FIRED POOL HEATER g o \J OT 0 Ae l 7p. 1 W '' 60, (g \- Z P oo Nor( *c EQUIPMENT ISOMETRIC NO SCALE RECIRCULATION PUMP 21/2 HP, 135 GPM AT 60' TDH SELF PRIMING a u, T OPTIONAL 3 i4 "x2" BULLNOSE TILE BEAT NOSING 3" 6 " ' y; c ` / °° `° I - 4 '3 BARB AT 9" C/C VERTICAL AND HORIZONTAL 3" �3 e 9 " CENTERS + 1348 8PL Ice UJALL SECTION NO SCALE NOTE: BAR SPLICE NOT REQUIRED WHEN FLOOR BLAB STEEL IS BENT INTO WALL. NOTE: JUNCTION BOXES TO BE LOCATED A MINIMUM OP 5 PEET FROM WATER'S EDGE AND 12" ABOVE COPING OR DECK NOTE: ALL METAL LOCATED WI11H1N 5 FEET OF POOL WATER SHALL BE BONDED. \i . I 41110- 18 BARE COPPER ** O ° WIRE STEEL FOOTER APPROVE' - 0/��/ NOTE: IF CONCRETE DECK CONNECTOR / % i�i % ! 18 NOT PROVIDED, THE BOND POOL STEEL 0 :0/0 WIRE AT THE POOL STEEL MAT 000°0° SHALL BE ENCASED N 3" OF / CONCRETE. NOTE: ALL PIPING SIZES SHOUN ON THE EQUIP - EN ISOMETRIC SHALL BE MANTANED TO FITTNGS. EXCEPTION: ALL INLETS MAY HAVE 1' PIPE WALL PENETRATIONS TO INLET FITTINGS AND .DETAILS ON THIS SHEET SHOWING OTHER SIZES. SEE POOL SECTION FOR FLOOR SLAB REINFORCING SWIMOUT SECTION NO SCALE RECIRC. PUMP 2" SUCTION SKIMMER SECTION NO SCALE HEATER BASE 8 -AB WIRE WEDGE 8/8 LADDER oR MESH ANCHOR IF PROVIDED w/ GROUNDING JUNCTION SCREW BOX E3ONDiNC DETAIL NO SCALE TURBO BOOST INLET POOL HEATER POOL FILTER RECIRCULATION PUMP 1 l4"xlt/2 " TAPCON CONCRETE 4" CONCRETE SLAB REINP. SCREW 6Y6 10/10 WIRE MESH rILTER -PUMP ANC HORAGE DETAIL No SCALE : OPTIONAL BEAT NOSING SE TILE HYDROSTATIC UPL 'PT NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. • ALLOWS FOR WALL SKIN FRICTION OF 30 PSF AND THICKNESS OF SLAB *3 BARS AT 9" C/C STEP AND SEAT STEEL NOT REQUIRED - BARB AT 9" C/C VERTICAL AND HORIZONTAL SOLID CONCRETE ' SW IMOUT SECTION ADDITIONAL (ALTERNATE) NO SCALE REINFORCEMENT NOT REQUIRED LIGHT NiCHE SEE POOL SECTION FOR FLOOR SLAB REINFORCING 35 u 43-0 Z> jir 8 20 X 15 - I' -I" 10 " -- 6" CERAMICS _ _ SPA SECT ON NO SCALE GAS METER ON 1401..18E BOND WIRE TO POOL STEEL NOTE: BOND WIRE TO BE SECURED TO STEEL WITH APPROVED CLAMP. CLAMP TO BE ENCASED fN DECK SLAB OR CONCRETE BOX PROVIDING MiN. 3" OF COVER AROUND CLAMP BULLNOBE TILE (OPTIONAL) ANTI VORTEX MAINDRAIN 6" 8" 10" 12" 14" 16" 18" BLAB THICKNESS -- 1' -4" HYDROSTATIC RELIEF NOT REQ'p. r 50 LN. FT OF 1 GALV. PIPE CHAS ISOMETRIC NO SCALE 1/2" NON METAL IC CONDUIT TO JUNCTION BOX 2 BARS ACROSS NICHE 48" 12" 12" 10 10 10 10 12 " /2 " /2 : STEP SECT No S CALE 112" AIR VEN'i 2" ,.ET/ NLET LIN` °3 t3AR8 AT 9" c, /C OPTICNAL '4 "x2 BULLNL) E T :LE NOSING 011 ETE AND SEAT 41 3 BARS AT 9" C/C POOL UJALL STEEL LIGHT BOUY UNDERWATER LIGHT DETAIL NO SCALE ANTi VORTEX, ANTI SNARL MAINORAiN INSERT C 400,000 BTU GAS PIRED POOL HEATER MAINDRAIN BODY PROVIDE SCREEN MESH At JOINT TOP OF LOWEST COPING, YARD OR DECK, WHICHEVER 16 HIGHER VENT DETAIL NO SCALE VENT LINE LENGTHS: BASED ON MANUFACTURER'S SPECS. 1 MOW VENT NOT TO EXCEED 30 FEET IN LENGTH VENT LINES DESIGNED TO PROVIDE RELEASED IN 3 SECONDS OR LESS AT A MAX. VACUUM CP 4.5" H. WALL Mt'D. ANTI VORTEX MAINDR4IN COVER NOTE: WALL MT'D. MAINDRAIN MAY BE LOCATED AT ANY 360 DEGREE POSITION FROM THE FLOOR MAINDRAIN. y o MAINDRAIN DETAIL g �*G \ NO SCALE POOL SAFETY DEVICES: AS PER THE FLORIDA BUILDNG CODE, THIS POG.. AD /OFD 6P SHA' -L EE PROTECTED (AT THE OIINER'S EXPENSE FROM LIV,JTI IORI D 4 C4;a5 N ACCORDANCE WITH ONE CF THE FOLLOWING: L A PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART OF THE HOUSE AS A BARRIER THIS METHOD, AT 11 OII.NER'8 EXPENSE, GHe.LL REQUIRE COMPLIANCE WITH 84101.11 CF THE FLas M BUILDING CODE 2004 EDITION. ACCESS THROUGH THE BARRIER SHALT. BE THROUGH SELF CLOSING, SELF LATG -IMO GATES COMPLYING WIN THE ABOVE INDICATED ARTICLE. IF A PART CF THE HOUSE 18 TO BE USED AS THE BARRIER ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO r F-CdC'L SHALL e.s EQL'IPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 iWA'i 1 448 A'11N'IM(11 SOUND PRESSURE RATING OF 85 dB A /.T 10 FEET MO IC, EITH •_R Haig WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARMS TALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR 18 OPENED AND BE CAPABLE CF BENG HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE S NO L A, ONCsER t A SI L S E Cc c �dg. THE. INC. such DEATTI 7101 1 � L BE NO b gEgCTIYATIO�I lil lT LOCATED AT LEAS 04,NC 5 Apy `THE :14 E .040 OF THE DOOR 2. A SAFETY NET or cOVE0 SKAI¢t: Be NSTALCED dctIPLETELY COVERING THE SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTNG ACCESS TO THE WATER THE NET OR COVER SHALL BE IN COMPLIANCE WITH ABTA FI346. 3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MNIMUM OF 48 NCHES IN HEIGHT SHALL INSTALLED A WATER FROM AL DIRECTIONS. THE SAFETY FENC S BE PERMANENTLY NBTALLED AT CNE END WHICH CAN ONLY BE REMOVED BY TOOL& 4. A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE 18 NSTALLED N COMPLIANCE WITH ITEM 3 ABOVE. 21/2" MAiNDRAIN LINE PLUMBNG NOTES: NOTE: MAINDRAiN INSERT SECURED W/ TAMPERPROOF SCREWS 1 HYDROSTATIC RELIEF TUBE CERTIFICATE: (ABME /AN61 4112.198M -l981) L ALL FOOL AND PIPING 61-1.4LL BE SCHEDULE 40, PVC-P111, NON-THREADED, NF I APPROVED SUPPORTED CONTINUOUSLY ON GGR/OIJN° OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPNG SHALL BE 2" DIAMETER AND ALL PRESSURE PIPNG 1 V1" DIAMETER UNLESS OTHERWISE NOTED. 3. WATER DISPOSAL 61-1ALL BE IN ACCORDANCE WITH LOCAL HUILDNG DEPARTMENT REQUIREMENTS 4. ANTi VORTEX MANDRAINS SHALL NAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS S. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH NE FLORIDA 6. ALL PIPING SHALL BE NBTALLED N ACCORDANCE WIT�THE FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER - TANS TO BOUYANCY. 1. THE WATER VELOCITY THROUGH ALL SUCTION PIPNG SHALL BE LESS 8 FEET PER 5E0240. 8 THE W L WATER ER VELOCITY THROUGHT AL PING SHALL BE LEGS THAN 10 FEET PER SECOND. 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES. NOTE: 1408E BIBB WNACUJ1 BREAKER REQUIRED PROTECTION OF WATER SUPPLY 70 COMPLY WITH FBC R4101.9 DISPOSAL TO COMPLY WITH FBC R4101.10J - R4101.103 COVERS REQUIRED, PLANS TO COMPLY WITH FBC 13- 612.1ABC232 WATER I -EATING EQUIPMENT TO COMPLY WITH F.B.C. 84101.14.1 - R4101.145 BWIMMNG POOL WATER HEATING EQUIPMENT SHALL CONFORM TO THE DESIGN, CONSTRUCTION AND INSTALLATION REQUIRE7'1ENt8 N ACCORDANCE WITH ACCEPTED ENGNEERNG PRACTICES AND SHALL BEAR THE LABEL CF RECOGNIZED TESTING AGENCY, AND SHALL NCLUQE A CONSIDERATION OF COMBUSTION AIR, VENTING AND GAS SUPPLY REQUIREMENTS FOR WATER 1- EATERS CONNECTIONS, ALL WATER HEATING EQUIPMENT SHALL BE NSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO NE HEATER PER FB.C. 84101.14.4 ELECTRICAL NOTES: I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH FLORIDA BUILDING CODE 1. ALL ELECTRICAL GROLNDNG AND BONDNG SHALL CONFORM WITH NE FLORIDA BUILDNG CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHN I0'0' OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB - MITTED AND APPROVED SHAOWNG EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE 1 _%LE 1ENt& SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, I4EATERB, PIPNG AND RELATED POOL EQUIPMENT BHOUN GN THESE PLANS ARE SATISFACTORY FOR EXPOSURE TO TINE ELEMENTS. STRUCTURAL NOTES: 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P61. 2. ALL RENF'ORCNG STEEL SHALL I•AvE A MINIMUM YIELD S t t*NGTH OF 60000 P61. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 PAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED 5. ALL RENFORCNG SPLICES SHALL B E 8" N LENGTH U1NLE68 OTHERWISE INDICATED ON THESE PLANE. /SOIL NOTE: BASED ON A VISUAL N6FECTIGN OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 P6F. HOWEVER IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGNEER SHALL BE NOTIFIED. swEEr 2 SEPT. 26, 2006 DATE , /' / K NOT PART OF THIS PERMIT EXISTING COLUMNS • • : . • • • ( fi ( • MULLION NOA: 02- 0701.05 EXISTING COLUMNS <19) EXI ST I COLU • • • • \N S • • • : ` k i / TN 1 /' 0 NOT PART OF S PERMIT NOT PART OF T4-115 PERMIT (n) FRO \T ELEVATIO\ RIGHT ELEVATIO\ REAR ELEVATIO\ LEFT ELEVATION STING _UMN • NG MN \ 5' 18 NOT PART OF TINS PERMIT NOT PART OF Y THIS PERMIT / NOT PART OF TN IS PERMIT • DATE: DRAWN BY: SCALE: ( 01 /08/05 ALEJANDRO ALONSO 1 /4" =1' CONTENT: WINDOWS INSTALLATION SHEET fcg N CD) oo00 W M ,O:+ co �� N W l � z W N N %--cv) 0022,LuN ox Moo. ' N li. \. \ `, \. \ '\ \ , ,' II EX1 CO 0 < G ) <8> (9) , /' / K NOT PART OF THIS PERMIT EXISTING COLUMNS • • : . • • • ( fi ( • MULLION NOA: 02- 0701.05 EXISTING COLUMNS <19) EXI ST I COLU • • • • \N S • • • : ` k i / TN 1 /' 0 NOT PART OF S PERMIT NOT PART OF T4-115 PERMIT (n) FRO \T ELEVATIO\ RIGHT ELEVATIO\ REAR ELEVATIO\ LEFT ELEVATION STING _UMN • NG MN \ 5' 18 NOT PART OF TINS PERMIT NOT PART OF Y THIS PERMIT / NOT PART OF TN IS PERMIT • DATE: DRAWN BY: SCALE: ( 01 /08/05 ALEJANDRO ALONSO 1 /4" =1' CONTENT: WINDOWS INSTALLATION SHEET fcg N CD) oo00 W M ,O:+ co �� N W l � z W N N %--cv) 0022,LuN ox Moo. ' N li. I CASEMENT WINDOW 74" 63" 16.18 54.7 -59.4 IMPACT INT XX PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 2 CASEMENT WINDOW 74" 63" 16.18 54.7 -59.4 IMPACT INT XX PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 3 CASEMENT WINDOW 37" 63" 16.18 54.7 -59.4 IMPACT INT X %T INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 4 CASEMENT WINDOW 37' 63" 16.18 54.7 -73.3 IMPACT END X %T INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 5 CASEMENT WINDOW 37" 63" 16.18 54.7 -73.3 IMPACT END X PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOM 03- 0611.02 6 CASEMENT WINDOW 37" 63" 16.18 54.7 -59.4 IMPACT INT X PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 7 CASEMENT WINDOW 37" 38 -3/8" 9.86 54.7 -59.4 IMPACT INT X PGT INDUSTRIES 5/16" LAMINATED, OPTION "A" NOA# 03- 0611,02 8 CASEMENT WINDOW 37" 63" 16.18 54.7 -59.4 IMPACT INT X PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 q CASEMENT WINDOW 37" 63" 16.18 54.7 -59.4 IMPACT INT X PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 10 CASEMENT WINDOW 37" 63" 16.18 54.7 -73.3 IMPACT END X PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 11 CASEMENT WINDOW 37" 63" 16.18 54.7 -73.3 IMPACT END 0 PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 12 CASEMENT WINDOW 37" 63" 16.18 54.7 -73.3 IMPACT END X PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 13 CASEMENT WINDOW 26 -1/2" 63" 16.18 54.7 -73.3 IMPACT END X PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 14 CASEMENT WINDOW 37" 63" 16.18 54.7 -73.3 IMPACT END 0 PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 15 CASEMENT WINDOW 26 -I/2" 63" 11.59 54.7 -73.3 IMPACT END X PGT INDUSTRIES 5/16" LAMINATED, OPTION "B" NOA# 03- 0611.02 16 FIXED WINDOW 26 -1/2" 14" 2.57 54.7 -73.3 IMPACT END 0 PGT INDUSTRIES 7/16 "(.454) LAMINATED GLASS NOA# 02- 0716.03 17 FIXED WINDOW 37" 14" 3.59 54.7 -73.3 IMPACT END 0 PGT INDUSTRIES 7/16 "(.454) LAMINATED GLASS NOA# 02- 0716.03 IS FIXED WINDOW 26 -I/2" 14" 2.57 54.7 -13.3 IMPACT END 0 PGT INDUSTRIES 7/16 "(.454) LAMINATED GLASS NOA# 02- 0716.03 19 CASEMENT WINDOW 53 -I /8" 38 -3/8" 14.15 54.7 -59.4 IMPACT INT X PGT INDUSTRIES 7/16" LAMINATED, OPTION "C" NOA# 03- 0611.02 NOTES: CASEMENT WINDOW, GLAZING OPTION "A ": CASEMENT WINDOW, GLAZING OPTION "C GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANNEALED GLASS EXTERIOR LITE: 3/16" ANNEALED GLASS .090 INTERLAYER OF SOLUTIA OR DUPONT PVB .090 INTERLAYER OF SOLUTIA OR DUPONT PVB INTERIOR LITE: 1/8" I-IEAT STRENGTHENED GLASS INTERIOR LITE: 3/16" HEAT STRENGTHENED GLASS CASEMENT WINDOW, GLAZING OPTION "B ": FIXED WINDOW: GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS GLAZING: 7/I6" (.454) LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" HEAT STRENGTHENED GLASS EXTERIOR LITE: * 3/46'E 1-;FAT • S: R;NG11- 1E.NFD GLASS .090 INTERLAYER OF SOLUTIA OR DUPONT PVB .090 INTERLAYE3'OF;.Wt_E;( ?V3 °Y SQL'UTIA OR DUPONT WITH BUTACITE INTERIOR LITE: 1/8" HEAT STRENGTHENED GLASS INTERIOR LITE: 3 /16 "11-16AT STRENGTHENED GLASS MARK DESCRIPTION WIDTH HEIGHT TRIB.AREA (SQ.FT.) POSITIVE PRESSURE P.S.F. NEGATIVE PRESSURE P.S.F. RATING ZONE CONF. MANUF. GLAZE PRODUCT APPROVAL N.O.A. NOT PART J' OF THIS PERMIT C N ERAL SOT NOT PART OF THIS PERMIT GARAGE . 1 STORY BLDG. (14' -0" MEAN ROOF HEIGHT) . EXPOSURE "C" . 146 M.P.H. WIND VELOCITY . K.D. = 1.0 . ASCE 7 - WIND CODE . BASED ON TRIBUTARY AREA AS SHOWN . CONTRACTOR TO VERIFY DIMENSIONS NOT PART OF THIS PERMIT PROJCT CO \TROL APPROVAL: . SERIES "C -740" ALUMINUM CASEMENT WINDOW - IMPACT BY P.G.T. INDUSTRIES ACCEPTANCE #: 03- 0611.02 . SERIES "PW -701" ALUMINUM FIXED WINDOW - IMPACT BY P.G.T. INDUSTRIES ACCEPTANCE #: 02- 0716.03 I" X 2 X I /8" STD. WALL - ALUMINUM TUBE CLIPPED MULLIONS BY P.G.T. INDUSTRIES ACCEPTANCE #: 02- 0701.05 NOT PART OF THIS PERMIT 11 I FAM LY NOT PART OF THIS PERMIT REAR ELEVAT 3' -II" LIVING ON KITCHEN FRONT ELEVATION EXISTING COLUMNS? . ' • HORIZONTAL MULLIONS NOA: 02- 0701.05 DINING A/C NOT PART OF THIS PERMIT ENTRY CL. CL. CL. CL. Ji LOA D TABL FOR nl \DOHS A II BOORS EXISTING COLUMNS? CL. BEDROOM BEDROOM BATH (zt 2' -II" 0- - d FLOOR PLAN 0- DRAWN BY: SCALE: CONTENT: WINDOWS INSTALLATION 0 0 DATE: SHEET 01/08/05 ALEJANDRO A LONSO 1/4" =1' v N r 00Cp W , � o Z M r r r ,,, 5 , , 1., us NI U2 r , N W y �N Z' • WNQ! • } V m g t •.• o N U. • c^ t i1 (<N r� a 1 , N 1 1 co`' 1,11 it J k 4 • 1 Revisions 0 04.04.06 1 ST.I SS U E A A A .......---......... A ...................... Q W 0 z W 7 18 19 12 11 10 9 8 7 6 13 14 7 18 19 CHICAGO BRICK ,DRIVEWAY SEE DET. EXISTING DRAIN FIELD. 420 S.F. (10x42 FT.) S.T. SURROUNDING AREA =1,062 S.F. (20x56 FT.; 3 "S.S. TO EXIST. L1 N NEW. 40" CMU WALL 125.00 EXIS 150) PANEL "B" XIST. RES 1 BTHIRM G + K. S. -+ 6 F.U. FROM DD.= 13 F TOT. EXIST. ARE' 2,167 S.F. 900 L. 20 S.F. D.F. EXIST. 1,050 GP SEPTIC TANK TC REMAIN NEW. 40" CMU WALL NEW AREA TO BE ADDED (2,919.49SF) (INCL. GAR /STO.) B.B.L. N F S N P CD W 30 L SE E RI W P MP X O LO NEW GAS EMERGENCY GENERATOR.SEE BLOW UP PLAN. B.B.L. SEPTIC TANK CALCS: NEW 1200 GAL S.T. FOR "A/C" ADD. ONLY; 2,642.5 SF. = 1200 GAL. 580 SF. D. FIELD (W /O GARAGE, STORAGE) (3 BED— 1.5 BATH ONLY) MSTR. BTHRM =11 F.U. 0.5 BTH. GROUP = 7 F.U. GRAND TOTAL =18 F.U. 125.00' B.B.L SEPTte TANK NOTE: THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ;ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATII.ON. N.E. 99TH. STREET 20' ASPHALT PAVEME\IT AN SCALE: 1': 3/32" EXISTING SERVICE ALLEY. EXIST. W.M. O LO L. B.B.L NEW cJ� SE�ER SUB. TO CORD BLOW UP SCALE: 1' : 1/8" SUBJECT PROPERTY L O C H TI O\ V A P SCALE: N.T,S. CAGO BRICK DRIVEWAY PROPERTY ADDRESS 309 NE. 99TH STREET. MIAMI SHORES, FL. 33138 LEGAL DESCRIPTION LOT 15 & 16 & THE WEST Y2 OF LOT 17 , BLOCK 40, "MIAMI SHORES SECTION ONE ",ACCORDING TO THE PLAT THEREOF, AS RECORDER IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SCOPE OF WORK: ADD EMERG. GEN (GAS). TO ADDITION OF 2,919.49 S.F. & PARTIAL REMODELING TO EXISTING RESIDENCE. B. L. EXISTING DRAIN FIELD. Location: See plan PANEL A Main BUS: 150 AMP Voltage: 120/240 v, 10 ,3W Main Breaker: MLO Mounting: flush AICS: 10,000 CFI= Ground Fault Interrupter NCL .Non — concurrent food REC— Receptacle Ckt Lts= Lighting Ckt ST= Breaker with shunt trip T =Via timer IS= Isolated ground Ckt C= Via contactor SWO= On —Off Switching Duty rated bredker,as per NEC 240 -83(d) LV= Via low voltage transformer HACR= Breaker suitable for the protection of heating, A/C and refrigeration equipment Ckt No. USE SPEC VOLT SKR AMP WIRE COW SIZE VA PHASE Ckt No. USE SPEC VOLT SKR AMP WIRE CONO SfZE VA A I C A.H.U. —2 JCD ARCHITECTS, Inc. J 0 JUAN CARI_OS ®AO/'I 13 ID De s ign Dev 230 40 8 Date 11.18.04 8,000 I A.H.U. —1 ® 230 30 10 — 5,000 1 V et 1. DISCONNECT SWITCH C.U.-2 BATH EXHAUST FAN (PLUG iN TYPE) 230 30 10 — E 111 to CO MIP C. U. _ 1 (f CONNECT TO 15ATI -4 LIGHT CIRCUIT, 230 25 10 — 2 POLE OUTLET 9 SPACE - - - - - Il SPACE 11 GEN.LIGHT & REC. 120 15 14 1/2 • * , 12 GEN.LIGHT & REC. • • 13 GEN.LIGHT & REC. 120 15 14 1/2 *fir 14 • GEN.LIGHT & REC. 120 20 14 — • 15 CFI 120 15 14 1/2 " Z 16 GEN.LIGHT & REC. 120 15 14 1/ 2 * 17 GEN.LIGHT & REC. 120 15 1a 1/2 18 III GEN.LIGHT &REC. 120 is is 1/z 19 GEN.LIGHT &REC. & S.D. 120 15 1a 1/2 ' 20 GFI. 120 15 14 1/2 • 21 GEN.LIGHT &REC, 120 /5 14 1/2 • 22 GEN.LIGHT & REC. 120 20 12 1/2 23 GEN.LIGHT & REC. 120 15 1a 1/2 * 24 GEN.LIGHT & 120 15 14 , + + 25 GEN.LIGHT & REC. 120 15 14 1/2 * * 26 p II GEN.LIGHT & REC. 120 is 14 1/2 1/2 + + 27 GEN.LIGHT & REC. 120 15 14 1/7 • WTR. HEATER (GAS) 120 20 12 — — 28 30 29 DRYER 120 30 10 * /Sr' wRNr 120 20 12 1/2 • 32 3 JACUZZI /20 30 10 1/2 5,000 r 3:3- --& .E- 8E- TECI&R -S+ 120 15 14 1/2 " 35 SPICE— ( * *) ARC FAULT CIRCUIT INTERRUPTED PROTECTION (0 ALL BEDROOMS) ( *) AS PER SQ —FT OF CONOITON SPACE Revisions A l 25.05 1 ST. ISSUE MEM MIIIIIIIII CEIL ING MTD. LTG. FIXT. F':? WIIIIIIIIIM 0 RECESSED LTG. FIXT. LOW VOLTAGE LTG. FIXT t FLUORESCENT LTG. FIXT F EXI TIM 011 9 N.E. 9 DUPLEX RECEPTACLE G.F.I. (GROUND- FAULT INTERRUPTER) QUAD. RECEPTACLE JCD ARCHITECTS, Inc. J 0 JUAN CARI_OS ®AO/'I 13 ID De s ign Dev $ Job No. Date 11.18.04 Scale SHOWN I TELEVISION OUTLET FLOOR MOUNTED ® Seal -_ AIR- 00015344 Sheet No. E -1 _ CU 1 300 A 25C. 5W V'500 A ETL COMI30 +A EM.GEN, 51'>; FLAN & ELEC. Fib nfAG, NEW 150A. PM- "A" NEW 200 A AT5 NEW 200 A FNL, "C" ( NOT' 5EPA1?AEI.Y PEOVE17) E 05EK t7IAG, E -2 G✓`I • A -13 A -11 A -13 A -13 A -12 0 A -12 GARAGE 1_ _J 3 3 3 A -16 GF.I. A -1 A -14 DEN. A -11 A -I1 A -11 A -11 A -I1 1 1 1 1 1 1 1 1 1 1 1 ' ,I A -12 rE A -3, SD , A -11 A\i \ ______ - --' - �`. \ A -16 G.5.1 A- IS I 4 A -16 \\ -- `�ih' ___ SD fi- ; �` J A A -12 �. i A-14 A -11 A- I1 ,' r r 1 14 , 1 1 , ( \ 1 \ A l 1 � 70 ■ ■ 1 OVERED D'F CK (! ?A -IS 1 P 9DR.; OOMI 151". FLOOR P1 JAN SCALE: 1/4' 1' r1 AND. A®. B 0 TO SCONCES A13v. 1- CPaN DGK n n r - - --- — A -11 FAMILY RCM EXIST. 1 PANEL "B' A - 18 -1 GF.I : u: rs KITCI -4EN LIVING /DINiNC.1 ROOM L PROV. SMALL APPLI FOR KITCHEN, FAMILY ROOM AND DINING ROOM PROV. GFI REC.AT EXIST. KITCHEN AND BATHROOM BREAKFAST AREA 4/0 11 11� 1 ENTRY PORCH 11 CL. E3 E D ROOM 2 L IGI-IT 1 SWITCH LEG PI -4ASE CONDUCTOR 120V. FOR ADDITION ONLY (PANEL A = 150 A) GEN. REC, 4 L.TG. 2,91`9.49 3F x 3 JACUZZI GFI DRYER WASI-4E POOL EQUIP FIRST 10K a 100 % NEXT 11, 158.41 a 40 (EN. REC. 4 LTG .(EXIST,). 2,18419 SF x 3 SMALL APPL. LOAD GF1 D 13WA51 -1ER REFRIG. IOOD, D ISf'OSAL OVEN STOVE FIRST 10K (9 100 % NEXT 14,552.6 a 40 % LARGEST QF HEATiNCs OR COOLING a 100% TOTAL LOAD TOTAL AMPS LINE SIDE OF SWITCH SMOKE D a < FCTOR C QNN E C 1 ION D E I A I L SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SUJITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. TOTAL LOAD 21,758.41 VA EXISTING RESIDENCE (PANEL 5 - EXIST.) = 150 A NOTE: °• •' PROVIDE ARC FAULT CKT. 3REAKER 8,158,41 VA 5,000 VA 1,000 vA 5,000 VA 1,000 VA 1,000 VA NOTE; USE ROMEX A5 ALTERNATIVE WIRING 10,000 VA 4,103.38 VA 5U1E3-TOTAL 14,103.38 VA L ARGEST OF 1-EATING OR COOLING a 1000 13000 vA TOTAL LOAD 21,103.38 VA TOTAL AMPS 21,103.38 VA /240= 115.0 A 8,352.6 VA 3,000 VA 1,000 VA 1,000 VA 1,000 VA 1,200 vA 9,000 VA TOTAL LOAD 24,552.6 VA 0,000 VA 5,821.0 VA 8,000 vA 23,821.0 VA 23,821.0 VA /240= 99.25 A 1) N G (C' to (0 _1 ^. n gs Q a 8 CO 2 (0 N a a) K V O L}...GE E) CEIL ING MTD. LTG. FIXT. F':? WALL MTD. LTG. FIXT 0 RECESSED LTG. FIXT. LOW VOLTAGE LTG. FIXT t FLUORESCENT LTG. FIXT DUPLEX RECEPTACLE G.F.I. (GROUND- FAULT INTERRUPTER) QUAD. RECEPTACLE $ SINGLE POLE SW. $$ DOUBLE POLE 5W. I TELEVISION OUTLET FLOOR MOUNTED ® JUNCTION 50X A TELEPHONE OUTLET sa SMOKE DETECTOR- HARD WIRED [� DISCONNECT SWITCH NON BATH EXHAUST FAN (PLUG iN TYPE) INTERCONNECTED - NO CIF( (TYP) F RELOCATED E EXISTING O CONNECT TO 15ATI -4 LIGHT CIRCUIT, NO GFI TYP. FLOOR MTD RECEPT. ® 2 POLE OUTLET v.P -1 vAPCR PROOF LTG, -- J CU 1 300 A 25C. 5W V'500 A ETL COMI30 +A EM.GEN, 51'>; FLAN & ELEC. Fib nfAG, NEW 150A. PM- "A" NEW 200 A AT5 NEW 200 A FNL, "C" ( NOT' 5EPA1?AEI.Y PEOVE17) E 05EK t7IAG, E -2 G✓`I • A -13 A -11 A -13 A -13 A -12 0 A -12 GARAGE 1_ _J 3 3 3 A -16 GF.I. A -1 A -14 DEN. A -11 A -I1 A -11 A -11 A -I1 1 1 1 1 1 1 1 1 1 1 1 ' ,I A -12 rE A -3, SD , A -11 A\i \ ______ - --' - �`. \ A -16 G.5.1 A- IS I 4 A -16 \\ -- `�ih' ___ SD fi- ; �` J A A -12 �. i A-14 A -11 A- I1 ,' r r 1 14 , 1 1 , ( \ 1 \ A l 1 � 70 ■ ■ 1 OVERED D'F CK (! ?A -IS 1 P 9DR.; OOMI 151". FLOOR P1 JAN SCALE: 1/4' 1' r1 AND. A®. B 0 TO SCONCES A13v. 1- CPaN DGK n n r - - --- — A -11 FAMILY RCM EXIST. 1 PANEL "B' A - 18 -1 GF.I : u: rs KITCI -4EN LIVING /DINiNC.1 ROOM L PROV. SMALL APPLI FOR KITCHEN, FAMILY ROOM AND DINING ROOM PROV. GFI REC.AT EXIST. KITCHEN AND BATHROOM BREAKFAST AREA 4/0 11 11� 1 ENTRY PORCH 11 CL. E3 E D ROOM 2 L IGI-IT 1 SWITCH LEG PI -4ASE CONDUCTOR 120V. FOR ADDITION ONLY (PANEL A = 150 A) GEN. REC, 4 L.TG. 2,91`9.49 3F x 3 JACUZZI GFI DRYER WASI-4E POOL EQUIP FIRST 10K a 100 % NEXT 11, 158.41 a 40 (EN. REC. 4 LTG .(EXIST,). 2,18419 SF x 3 SMALL APPL. LOAD GF1 D 13WA51 -1ER REFRIG. IOOD, D ISf'OSAL OVEN STOVE FIRST 10K (9 100 % NEXT 14,552.6 a 40 % LARGEST QF HEATiNCs OR COOLING a 100% TOTAL LOAD TOTAL AMPS LINE SIDE OF SWITCH SMOKE D a < FCTOR C QNN E C 1 ION D E I A I L SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SUJITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. TOTAL LOAD 21,758.41 VA EXISTING RESIDENCE (PANEL 5 - EXIST.) = 150 A NOTE: °• •' PROVIDE ARC FAULT CKT. 3REAKER 8,158,41 VA 5,000 VA 1,000 vA 5,000 VA 1,000 VA 1,000 VA NOTE; USE ROMEX A5 ALTERNATIVE WIRING 10,000 VA 4,103.38 VA 5U1E3-TOTAL 14,103.38 VA L ARGEST OF 1-EATING OR COOLING a 1000 13000 vA TOTAL LOAD 21,103.38 VA TOTAL AMPS 21,103.38 VA /240= 115.0 A 8,352.6 VA 3,000 VA 1,000 VA 1,000 VA 1,000 VA 1,200 vA 9,000 VA TOTAL LOAD 24,552.6 VA 0,000 VA 5,821.0 VA 8,000 vA 23,821.0 VA 23,821.0 VA /240= 99.25 A 1) N G (C' to (0 _1 ^. n gs Q a 8 CO 2 (0 N a a) K V O ,ii..: a 1 : 1 Location: See plan PANEL A Main BUS: 150 AMP Voltage: 120/240 v, 10 ,3W Main Breaker: MLO Mounting: flush AICS: 10,000 CFI= Ground Fault Interrupter NCL= Non - concurrent Iood REC= Receptacle Ckt Lts= Lighting Ckt ST= Breaker with shunt trip T =Via timer IS= Isolated ground Ckt C= Via contactor SWD= On -Off Switching Duty rated breaker,as per NEC 240 -83(d) LV= Via low voltage transformer HACR= Breaker suitable for the protection of heating, A/C and refrigeration equipment Ckt No. USE SPEC VOLT 9KR AMP WIRE CONO SIZE VA PHASE t USE SPEC VOLT A MP WIRE 3ZE VA A C No 1 3 9 11 rn A.H.U. -2 C. U. -2 SPACE & GEN.LIGHT REC. 230 2.30 - 120 40 30 - 15 8 10 - 14 - - - 1/2 8,000 - ' * �I 4 s A.H.U. -1 ® 230 30 10 - 5,000 ! � , r � ' Fa , 10 c. u. - 1 INTERCONNECTED - NO GFI (TYP) 230 25 10 - e SPACE NO GFI TYP. FLOOR MTD RECEPT. 2 POLE OUTLET 12 GEN.LIGHT & REC. * * 13 15 17 19 GEN.LIGHT & REC. GFI GEN.LIGHT & REC. GEN.LIGHT & REC. 120 120 ¶20 120 15 15 15 15 14 14 14 14 1/2 1/2 1/2 1/2 * + 14 16 18 20 GEN.L(GHT & REC. . 120 20 14 - • GEN.LIGHT &REC, 12110 15 14 1/2 * GEN.LIGHT &REC. 120 15 14 1/2 • GFI. 100 15 14 1/2 ' 21 GEN.LIGHT & REC. 120 15 14 1/2 * 22 GEN.LIGHT & REC. 1210 20 12 1/2 23 GEN.LIGHT &REC. 120 is 14 1/2 * � ; 24 26 GEN.LIGHT & REC. 120 15 14 2 /2 - • • - 25 GEN.LIGHT & REC. 120 15 14 1/2 ** GEN.LIGHT & REC. 120 15 I I 23 27 GENLIGHT & REC, 120 15 14 1/2 30 WTR. HEATER (GAS) 120 20 12 29 DRYER t 20 30 10 * WASHES f 120 20 12 1/2 * 32 34 JACUZZI 120 30 , 10 1/2 5,000 ■ v „ I * F l)FT . TOR 120 15 1 4 1/2 * * 35 ,SPACE ( * *) ARC FAULT CIRCUIT INTERRUPTED PROTECTION (Cg ALL BEDROOMS) ( *) AS PER SQ -FT OF CONDITION SPACE ,ii..: a 1 : 1 ,� . ?� EN EGD +Q \ - — k If. lA t . L7G. FIXT. WALL MTD. LTG. FIXT 0 RECESSED LTG, FIXT, oO LOW VOLTAGE LTCs. FIXT 1 FLUORESCENT LTC-c. FIXT ' DUPLEX RECEPTACLE G.F.I. (GROUND- FAULT 40 QUAD. RECEPTACLE SINGLE POLE SW, $$ DOUBLE POLE SW. (rvI TELEVISION OUTLET FLOOR MOUNTED JUNCTION BOX ® TELEPHONE OUTLET SMOKE DETECTOR- HARD WIRED ❑ I DISCONNECT SWITCH BATH EXHAUST FAN (PLUG IN TYPE) INTERCONNECTED - NO GFI (TYP) RELOCATED EXISTING e CONNECT TO BATH LIGHT CIRCUIT, NO GFI TYP. FLOOR MTD RECEPT. 2 POLE OUTLET VAPOR PROOF LTG. Scale SHOWN AR- 00015344 Sheet No. Revisions 1.25.05 1ST. ISSUE U N 2 0) 0 •0 ELECT.. DEMOLITION NOTES: O ELECT. CONTRACTOR 91 -TALL VISIT THE SITE t FAMILIARIZE HIS/HERSELF W/ ALL EXIST, CONDITIONS a THE JOBSITE, t ALSO, COORDINATE W/ APPROVED PLANS r W/ ARCHITECT ABOUT WORK TO BE ONE 2 ELECTRICA- ',CONTRACTOR TO REMOVE EXISTING RECEPTACLES , TELEPHONE , SWITCHES, AND ANY OTHER ELECTRICAL DEVICES AS INDICATED ON ELECT. PLAN OR AS RRQUSIED BY DRAWiNG9 OR JOB CONDITIONS . ELEC. CONTRACTOR SHALL REINSTALL/ REPAIR OR PROV. NEW ELECT. ITEMS AS REQUIRED BY JOB CONDITIONS. PROVIDE THE ARCHITECT/ENGINEER WITH A AS- EkUILT SCHEMATIC DRAWINGS OF FINAL INSTALLATION FOR RECORD PURPOSES. O CONTRACTOR IS NOTIFIED THAT NOT ALL EXISTING DEVICES MAY NOT HAVE BEEN INDICATED ON THE ORAWNGS AND THAT SOME EXISTING ELECTRICAL DEN/ICES MAY NOT "1 -1AVE BEEN SHOWN IN -THEIR ACTUAL LOCATION. CONTRACTOR IS REQUIRED TO VIQiiT , ' 817E AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO DETERMINING THE WORK THAT NEEDS TO BE ACCOMPLISHED AS PART OF HIS /HER BID. © WHEN EJ= ECTRICAL DEVICES ARE INSTALLED N PARTITIONS CR CE!LNG TO BE REMOVED, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT THEM UP TO THE NEXT OUTLET TO REMAN OR 6ACK TO THE + PANELBOARD , IF EXISTING TO REMAIN OUTLETS ARE FED THROUGI. DEMOLISHED PARTIT(ONe OR CEILINGS, THE CIRCUIT SHALL SE REARRANGED TO MAINTAIN CIRCUIT CONTINUITY. WIRE 8t -TALL 6E REMOVED BACK TO SOURCE FROM .ihtAOCES5115LE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR A6 POSSIBLE IN FIN(81 -+ED AREAS. O ALL ELECTRICAL EQUIPMENT SHALL., E4E REMOVED FROM STRJCTURE TO BE REMOVED. ACCESSIBLE RACEWAYS, WIRES, BOXES,, SUJITCHES, AND OTHER ELECTRICAL ITEMS ASSOCIATED 11)111)1T1-1 WORK 51-4ALL BE REMOVED IF NOT REQUIRED FOR NEW EQUIPMENT TO CONTINUE IN SERVICE. LIGHT TOTAL EXIST. . ( INCL.I®Oio GARAGE) TOTAL ADD FIRST FLOOR.. ( INCL. 100% G4fRAGE) TOTAL AIDED SECOND FLOOR. . TOTAL .COTST.. INCL. ADD. ( 100% GARAGE) SWITCH LEG PHASE CONDUCTOR 120V. LINE SIDE CF SWITCH SMOKE DETECTOR CONN -ECTION D ®TAIL SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. WEA1'412 4AfP PPL MEN I-# 6 CU N I/ 2" CONt 1Df, CONNECT TO a 5 O1,INGA1ION REINP, MN. 20' LONG, I /oOU 0 AT5 200A POUNGATION Ft INFOPCNG M. 20 FT LONG NTS PM- A 150A PNI- 6 I50 A 3 4 l/ O 11-WN I-I /4 "C FOR ADDITION ONLY (PANEL A = 150 A/ GEN. REC. 4 LTG. 2,913.49 SF x 3 JACUZZI GFI DRYER WASHER POOL EQUIP FIR5T 10K 0 100 % NEXT 11,158.41 a 40 % 5U5 -TOTAL LARGEST OF i-4EAt ING OR COOLING 0 1(00% FIR5T10K NEXT 14,552.6 a 40 % LARGEST OF HEATING OR COOLING a 100% TOTAL LOAD TOTAL AMPS ELECT. RISER DIAGRAM EXISTING RESIDENCE (PANEL B - EXIST.) i 1150 A PROVIDE ARC FAULT CKT. BREAKER c O t'V fI.00k 8,158.41v4 5,000 %44. 1,000 VA 5,000 VA 1,000 VA 1,000 vA TOTAL LOAD 21,15841 vA 10,000 vA 4,103,38 vA 14,103.38 vA 13,000 VA TOTAL LOAD 21,103.38 V.4 TOTAL AMPS 21,103.38 VA /240= 1115.0 A GEN. REC. 4 LTG .(EXIST). 2, 5F x 3 8,352.6VA SMALL APPL. LOAD 3,000 VA GFI 1,000 vA DISWASHER 1000 VA REFRIG. 1,000 VA HOOD, DISPOSAL 1,200 vA OVEN STOVE 9,000 VA TOTAL LOAD 24,5526 vA 10,000 vA 5,821.0 VA 8,000 VA 23,821.0 VA 23,821.0 VA /2402 33.25 A 'TE: USE ROMEX AS ALTERNATIVE WIRINC1 25 KW EM. GEN, SEE A15 6 C,EN, 913 A1TAO -E19 PROVIDE ANCHOR TO 511P90Ef CAN. Up 10 I00 M%1 W1N PKOV, 4 -Ye" 0 ASS, (4" l..) PER CU -2 CU -I A -25 A -26 - -- - ------- - - - - -- - I A -26 1 1 1 1 / iA -5 / I j 1 i 1 1 ' I J .a , � 1 L rG 4T/FAN GHANpEL I ER A -26 L .\ A -26 ` � A fig. - -- A 26 -2;A41) TERIRACE A -2I A -211 / r I r I 1 I � I 1 I , J.B. 1 LIGHTr BELOW as. CI -4ANI� 1 A -19\ TO LT. S U \\ \ \\ N LIER 2ND. FLOOR .LECTIC,41 FL AN CPEN DECK h_ 0 v oe- 0. 0 0 0 E 0) 0 0 2 co a) Revisions FLOOD LEGEND Adbitiorl5, Rer^Odenr, , Repairs 4 COfl'1 FOLIO: 30 -5011- 025 -0040 ADDRESS: 309 VE 99TH. STET, MIAMI SHORES, r•LORIDA33.38 LOT/UNIT: 15, 16 4 1/2 W.1 BLOCK/BLDG: 4 0 SUBDIVISION: 'MIAMI S!10RESS.CTIONONE" PLAT BOCK: 10 PAGE: TO COST OF CONSTRUCTION• SCOPE OF WORK ADDITION 4 PARTIAL REMODELING OF 2,91349 F. ON EXIST. RES. ADDITION- COST OF WORK: 2,919.49 S.F. SQFT. OF CONST. X (65 SOFT. LIVING SPACE): s 189,161.00 TOTAL COST OF WORK: s 189,16100 0 z W 0 _ Lowest Floor Elevlfncluding oasemert /sur+' er areas) Garage/ Storage Floor Elevation Adjacert Grade Elevation (next to the wail of the structure) W fGl1 H EX'STING 12.00 NGVD 9.89 NGVD 9.6/11.20 NGVD PROPOSED 1 2.00 NGVD 1 024 NGVD 9.6/ 1120 NGVD THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE i5 GOING TO BE KEPT ON THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF COMPLETION 15 ISSUED. IF ANY ADDITIONAL, REPAIR, RECONSTRUCTION, ALTERATION, ADDITION, REMODELING OR COMBINATION THEREOF IS DONE BEFORE THE CERT;FICATE OF COMPLETION IS ISSUED, CR WITHIN THE TRACKING PERIOD, IT WILL BE CONSIDERED A CONTiNUANCE OF THE ABOVE WORK. IF THE PROPERTY IS DECLARED SUBSTANTIALLY IMPROVED CR DAMAGED AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE, THE STRUCTURE WILL BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE MIAMI -DADE COUNTY CODE. 0' - 0' = NGVD Revisions 41 .25.05 1ST. ISSUE A 0 A 0 0 w 0 z W 0 _ VJ ~ �� W fGl1 H m Job No. Date 10.18.04 Scale SHOWN / l(& )1-- Seal AR- 00015344 Sheet No. A-O PROPERTY ADDRESS 309 NE, 99TH. STREET, MIAMI SHORES, 7 33138 L E 4L DESCRIPTION LOT 15 1 $ THE WEST z OF LOT 17, BLOCK 40, 'MIAMI SHORES SECTION ONE ", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA, GENERAL NOTES I. ALL WCRK IS TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND ALL REGULATORY LOCAL AND GOVERNMENTAL CODES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED BEFORE PROCEEDING WITH THE WORK. 3. CONTRACTOR TO AQUIRE ALL REQUIRED PERMITS FOR THE CONSTRUCTION AND SUBSEQUENT OCCUPANCY CF THE PROJECT. 4. ALL WORK DONE UNDER THE SUPERVISION OF THE CONTRACTOR SHALL BE DONE iN A NEAT AND WORKMAN -LIKE MANNER AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES, RULES AND REGULATIONS HAVING JURISDICTION. 5. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY MATERIALS REQUIRED TO INSTALL, SUPPORT, BRACE AND S ALL BUILDING COMPONENTS. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY NE LOCATION OF ALL EQUIPMENT AND UTILITIES TO BE REMOVED. REMOVALS SHALL BE COORDINATED WITH THE OWNER AND ALL BUILDING AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH RED -LINED AS -BUILT DRAWINGS FOR ANY AND ALL FIELD CHANGES AND /OR ADDITIONS TO THE WORK INCLUDING IN THE DRAWINGS. O. F ANY CHANGES AND /OR DEVIATIONS ARE MADE TC THESE PLANS WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT. RE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND /OR DEVIATIONS. 9. F DURING THE COURSE OF CONSTRUCTION ANY DEVIATIONS ARE MADE AT THE FIELD, AGAIN, THE CONTRACTOR SHALL BEAR ULL RESPONSIBILITY FOR SUCH CHANGES AND DEVIATIONS. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT OR DESIGN CONFORMANCE ONLY. SUBSTITUTIONS MUST BE REVIEWED AND APPROVED BY THE ARCHITECT OR ENGINEERS. CONTRACTOR CR SUB - CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING NIS OPERATION AND ANY DAMAGE TO NIS WORK ;NILE PROJECT 15 UNDER CONSTRUCTION. ALL DESIGNS AND DRAWINGS HEREIN AND PRINTS ISSUED BY TINE ARCHITECT ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT WHERE THE ONE FOR WNCN THEY WERE EXPRESSLY DESIGNED IF THESE DRAWINGS OR ANY PART THERE OF 15 REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT, THE PERSON SO DOING WILL BE INDEBTED TO ARCHITECT FOR NIS FULL COMMISSION. UJ CONST. LEGEND: WALLS TO BE DEMOLISHED NEW MASONRY WALL: 8' CONC. BLOCK W / STUCCO (EXT.) AND 54 9" GYP. WALL BD. OVER 1X2 P.T. FURRING AND R -3 INSUL. BTW. EXISTING PARTITION WALL TO REMAIN UNLESS NOTED OTHERWISE NEW PARTITION: 1 5/8 "X 3 5/8" MTL. ST. FRAME PARTITION 24" O/C W/ 1/2" GYPSUM BOARD EACH SIDE W/ TYPE "S" DRYWALL SCREW 8" O.G. PERIM. 12" a FIELD EXISTING MASONRY WALL TO REMAIN UNLESS NOTED OTHERWISE E EXISTING TO REMAIN RM TO BE REMOVED RP TO BE REPLACED EXISTING DOOR TO REMAIN (� NEW DOOR. SEE I 1 SCHDULE FOR DIM. YI I E3OL S; G. DET. FLOOR FLAN NUMBER CROSS SECTION PARTIAL SECTION INTERIOR ELEVATION DRAWING DETAIL DEMO KEY DOOR MARK SCALE: ' /4' 0 • DRAWING NUMBER SHEET WHERE DRAWN DRAWING LETTER SHEET WHERE DRAWN ELEVATION NUMBER 4 DIRECTION DRAWING NUMBER SHEET WHERE DRAWN WINDOW MARK 0 DRAWING TITTLE DRAWING SCALE K SCOPE OP WORK: ADDITION OF 2,919.49 S.F. 4 PARTIAL REMODELING ON EXISTING RESIDENCE. RES. UP -GRADE SCOPE (PER SECTION 3401.8.2.3): MUST PROVIDE THE FOLLOWING: a) TIE DOWNS AT ALL CORNET OF BUILDiNG b) ROOF ANCI- 4ORAGE c) PERMANENT ROOF BRACING AT ALL GLABLE ENDS d) G.F.C.I. OUTLETS REQUIRED BY THE CODE e) SMOKE DETECTORS f) IMPACT RESISTANCE DEVICES \ THE ARCHITEC WILL PRIVIDE AN INSPECTION REPORT GEiKQ \ �UIREMENTS 026. APPL TION• CURITY AND FORCED ENTRY PREVINTIC (A) THE REQUIREMENTS OF THIS SECTION SHALL APPLY TO ALL BUILDINGS AND STRUCTURES SUBJECT TO COMPLIANCE WITH THIS CHAPTER (B) SUCH BUILDINGS AND STRUCTURES SHALL ALSO COMPLY WITH THE REQUIREMENTS FOR THE SPECIF;C GROUP OF OCCUPANCY SET FOURTH IN SECTION 1020.. 1026 DOORS AND DOOR LOCKS: 1 • (A) GENERAL: AS REQUIRED BY OCCUPANCY IN 102, THE FOLLOWING PROVISIONS SHALL BE APPLICABLE: (I) EXTERIOR EXIT DOORS, IF OPERABLE FROM EXTERIOR, SHALL NAVE AT LEAST ONE LOCK THAT IS KEY - OPERATED FROM THE EXTERIOR. (2) LOCKS ON EXTERIOR DOORS SHALL BE A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. (3) DEAD BOLTS ON EXTERIOR DOORS: OR IMPLICATIONS HOWEVER BRIEF, MEANS THE CONTRACTOR SHALL PROVIDE AND INSTALL (AA) EXTERIOR DOORS SERVING AS PRIMARY MEANS OF EGRESS BNALL BE EQUIPPED WITH A COMBINATION DEAD LATCH AND DEAD BOLT DEVICE WHICH SHALL COMPLY WITH '1026 (BB) WHERE ONLY A LATCH SET 15 SPECIFIED FCR EXTERIOR DOORS NOT SERVING 45 A COMPONENT OF A REQUIRED PATN CF EGRESS, EITHER A COMBINATION DEAD LATCH AND DEAD BOLT LOCKSET CR AN AUXILIARY DEAD BOLT BNALL BE PROVIDED, AND THE DEVICE USED SHALL COMPLY WITH FBC. 2001 (4) DEAD BOLTS SHALL BE HARDENED OR CONTAIN INSERTS. (5) ALTERNATIVE DEVICES PROVIDING EQUIVALENT RESISTANCE TO ILLEGAL ENTR, SUCH AS BUT NOT LIMITED TO, COMBINATION LOCKS MAY BE SUBSTITUTED SUBJECT TO APPROVAL BY THE BUILDING OFFICIAL WHERE SUCH DEVICES COMPLY WITH F.B.0 2001. AND THE RESISTANCE STANDARDS SET FORTH IN SUBSECTION F.B.C. 2001 (6) LOCKS ON DOORS, WHERE SUCH LOCKS ARE REQUIRED TD BE INTRUSION AND BURGLAR RESISTANT SHALL BE CAPABLE OF RESISTING A FORCE OF 300 POUNDS APPLIED IN ANY MOVABLE DIRECTION AND OTHERWISE IN ACCORDANCE WITH THE RESISTANCE STANDARDS SET FOURTH IN SUBSECTION F.B.C.2001 (1) DEAD BOLTS SHALL NAVE A BEVELLED, HARDENED CYLINDER GUARD ON THE EXTERIOR SIDE OF DOOR. (C) EXTERIOR WINDOWS: (1) EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICE ON THE INSIDE CAPABLE OF WITH5 A FORCE OF 150 POUNDS APPLIED IN AN OPERABLE DIRECTION UNLESS TI-{E WINDOW OPENING 15 PROTECTED BY OTHER INTRUSION SECURITY DEVICES AS SET FORTH HEREIN, CR AN APPROVED EQUIVALENT. (2) EXTERIOR WINDOWS USED 45 MEANS OF ESCAPE SHALL ALSO COMPLY WITH SECTION 3111. CD) COMPONENTS OTHER THAN LOCKS SHALL COMPLY IN DESIGN OR INSTALLATION 45 FOLLOWS: (1) HINGES, WITH HINGE PINS EXPOSED TO THE OUTSIDE, OF ALL EXTERIOR DOORS, OPERABLE WINDOWS, TRANSOMS, SKYLIGHTS AND ACCESS SCUTTLES SHALL NAVE NONREMOVABLE PINS, OR SHALL BE OF INTERLOCKING -STUD TYPE AND SUCH HINGES SHALL HAVE NCNEXPCSED SCREWS. (2) JAMBS OF ALL EXTERIOR OFFSET -TYPE INSWING'NG DOORS SHALL BE RABBETED, CR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LATCHES. (3) (AA) WOOD JAMBS SHALL BE SECURED AT A MINIMUM OF POINTS 6 OF ANCHORING PER (BB) SUB -BUCKS SHALL BE OF PRESSURE - MATERIAL AT LEAST 2 INCHES NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3 INCH OR EQUIVALENT FASTENERS. (CC) JAMBS SHALL BE PROVIDED WITH APPROVED REINFORCING STRIKES INSTALLED WITH SCREWS AT LEAST 3 INCHES IN LENGTH. SCREWS SHALL PENETRATE SUB -BUCKS TO A DEPTH OF AT LEAST 1 INCH. (E) DOORS TO EXTERIOR FROM AREAS REQUIRING SECURITY: DOORS TO EXTERIOR FROM AREAS REQUIRING SECURITY SHALL MEET THE FOLLOWING REQUIREMENTS: (I) WOOD DOORS: WHERE WOOD DOORS ARE PERMITTED BY THIS CODE, THE DESIGN AND CONSTRUCTION SHALL BE 45 FOLLOWS: (AA) SWINGING DOORS, WHERE OF SOLID CORE, FLUSH CONSTRUCTION, SHALL NOT BE LESS THAN 1 3/5 INCHES iN TRICKINESS. (55) SOLID CORES OF PARTICLE WOOD SHALL NOT BE PERM ITTED. 3604.6 GROUP 1 OCCUPANCIES: (A) BUILDINGS OF GROUP 1 OCCUPANCY SHALL BE PROVIDED WITH INTRUSION AND BURGLARY SECURITY DEVICES AS SET FOURTH IN SECTION '026 AND 45 FOLLOWS: (5) (I) SWINGING EXTERIOR DOORS AND DOORS CONNECTING GARAGE AREAS WITH LIVING AREAS SHALL COMPLY WITH PARAGRAPH !026 (E) REREIN AND SHALL BE SECURED WITH A LATCH; AND A SINGLE DEAD BOLT WITH ONE- INCH MINIMUM THROW, OR A COMBINATION DEADLATC-4 AND DEAD BOLT SET A5 PROVIDED IN PARAGRAPH 1026 (2) MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS COMPLYING WITH PARAGRAPH 1 026. CLOSET 4 BATH DOOR LOCKS EVERY CLOSET DOOR LATCH SHALL BE SUCK THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 2001 NFPA 21 -2.4.3 EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED. 2001 NFPA 21 -2.4.4 ZON INCI INFO. Zoning = SINGLE FA1 RESIDENCE Set back: REQ'D PROVI Front 25.0' 2'-15" Rear 15.0' 20' -0" Side 10.0' 10' -3" AREA CALCULATIONS LOT AREA (125.00' x 115.00') LOT COVERAGE EXIST. AREA: (INC. EXIST. GAR.) ADDITION FIRST FLOOR (LOT.) TOTAL LOT. COV .(EXIST. *ADDITION) NET BLDG. AREA TOTAL EXIST. . (INCL.100% GARAGE) TOTAL ADD. FIRST FLOOR.. ( INCL. 100% GARAGE) TOTAL ADD. SECOND FLOOR. TOTAL CONST. INCL. ADD. ( 100% GARAGE) GROSS 14,315.00 S.F. 2,835.85 S.F. 1,& T S. �o 8 S.F. 4,514.53 S.F. 2,184.19 S.F. 1,410.52 S.F. 1,448.91 S.F. 5, 8 S.F. N F S W 3C L SEF E RIB NEW P PUMP 0 OA. v. =R SCALE: N.T.S. 10' -3 14.80' N O 0C4 NEW U.G. SERV. ELECT. SUB. TO CORD. W /FPL. h 11) 1 01 cy SCALE: 1': SUBJECT PROPERTY CONIFACTED F NEW F.F.E. = 12.00' NEW AREA TO BE ADDED (2,1.49SF) 12 13 11 14 ON MA 10' X 12" CONC. EDGE UW1T�1 1 '* 4 CONT. LL CHICAGO BRICK DRIVEWAY SEE DE DR IVE UJAY DET'AFL. // // / // ////// / /// =nun nmi mnrMI urn _mg II f.;- 111111 - 111111- 111111= 111111 =11- NE. 99TH. STREET X25.00' 10 ONE STORY RESIDENCE #-309 9 F.F.E.=1 2.00' N=W, 40' 2^.^.. 125. / i CI-1ICAGO BRICK N.E. 99TH. STREET 2C .ASF-1A1_T PAVES /LNT 'L.,NDISTURBED SOIL ABANDON EXIST. DRAIN FIELD. NEW DRAIN FIELD. EXIS 150 PANEL "B" a Il FgOL t(1 0 NE , ,A, 40 WM� 18 EXIST. W.M. EXIST, 1,200 GAL. SEPTIC TANK TO REMAIN 0 z 6 19 - TRUSS LOADING CONDITIONS RAKED WALL FLOOR TRUSSES NSA - 7 TOP CHORD LIVE: 30.0 TOP CHORD LIVE: TOP CHORD DEAD: 15.0 _ N/A BOTTOM CHORD DEAD: 10.0 \ F TOTAL LOAD (PSF) 55.0 r1 N/A N/A LUMBER STRESS INCREASE: 1.33 LUMBER STRESS INCREASE: PLATE STRESS INCREASE: 1.33 PLATE STRESS INCREASE: N/A -- r1 _ __. T 1____ —_._.____ ..... __.—__ __._______.__. WIND DESIGN VELOCITY _.__. ________- ___ _._._._._._ ......- .-- .-- ..._...--- .- -__.__ 146 M IMPORTANCEFACTOR -- _ 0 [WIND LOAD DURATION FACTOR .33 28 -10 -0 b -° - K rr1; T-1 = — -- — - _ - A. r1 r1 ri ._ _.— T1 fl T1 r1 '_ r1 -.— - -T____ __ _._5 _555--- �_._..----_..__._. _____._.______�-- I r1 FT .-- ._.________ 107E ,ec _ 1 I RAKE: WALL iii COMPONENTS /CLADDING ASCE 7 -98 TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES NSA - 7 TOP CHORD LIVE: 30.0 TOP CHORD LIVE: TOP CHORD DEAD: 15.0 TOP CHORD DEAD: N/A BOTTOM CHORD DEAD: 10.0 BOTTOM CHORD DEAD: N/A TOTAL LOAD (PSF) 55.0 TOTAL LOAD (PSF) N/A N/A LUMBER STRESS INCREASE: 1.33 LUMBER STRESS INCREASE: PLATE STRESS INCREASE: 1.33 PLATE STRESS INCREASE: N/A EXPOSURE CATEGORY C BUILDING CATEGORY II WIND DESIGN VELOCITY 146 M IMPORTANCEFACTOR 1.00 [WIND LOAD DURATION FACTOR .33 F.B.C.2319.11.2.4.2 FOR TRUSSES HAVING AN OVERALL LENGTH OIL THE BOTTOM CHORD IN EXCESS OF 35 FEET(10.7m) OR 8 FEET (1829 mm) OVERALL HEIGHT. ERECTION SHALL BE SUPERVISED BY EITHER A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETAINED BY THE CONTRACTOR. 0 0 A V 0 cD N N EXISTING ROOF ALL TRUSSES SPACED 24 b.C. UNLESS OTHERWISE SPECIFIED NOTE: LABELING TRUSSES IS A SERVICE, NOT A REQUIREMENT. ENGINNEERED DRAWINGS SUPERSEDES LABELING OF TRUSSES. IT IS THE RESPONSIBILITY OF THE BUILDER TO UTILIZE ENGINNEERED DRAWINGS WHEN ERECTING THE TRUSSES. 28 -10 -0 42 -6 -0 APPROVED TRUSS ANCHOR BY BUILDER BOTTOM = 2x4 MIN. TOP = 2x4 MIN. 19' -11" 12 SECTION "A" 3/16" = 1' -0" 25 -2 -0 (2)2x LEDGER BY BLDR 42 -6 -0 > UPLIFT CONNECTIONS TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBILITY OF THE ENGINEER, ARCHITECT OR G.C., NOT THE FABRICATOR. DO NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING ANDIOR APPROVAL IN WRITTING BY BEST TRUSS CO. 13 -8 -0 EXISTING ROOF RAKED WALL 14 4 -0 14 -4 -0 ROOF TRUS S LAYOUT kiA 1• RAKEC WALL T2A - - T2 — T2A -- T> T2A = T2A T2A - T2A - T2A T2A 0 o > _ T2A =" - T2A co N ALL NECESSARY REPAIRS TO TRUSSES MUST BE REPORTED TO BEST TRUSS CO. WITHIN 48 HOURS OF DISCOVERY. TRUSS LAYOUT IS A PLACEMENT PLAN ONLY. BEARING HEIGHT SCHEDULE ALL WALLS SHOWN ON THIS LAYOLT ARE TO BE LOA BEARING DIFFERENT TRUSS DESIGNS 3 REVISION OF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER IS IN COMPLIANCE OF POLICY NO. 5 METRO DADE COUNTY BUILDING AND ZONNING DEPARTMENT EXCEPT FOR ALL BUILDING COMPONENTS NOT FABRICATED BY BEST TRUSS CO. REFER TO ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION PROVIDED IN THIS SHOP DRAWING WITH ALL OTHER TRADES, STRUCTURAL BEAMS, WALLS AND FOUNDATION REQUIREMENTS OF THE F.B.C. APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT = 2x4 STD. BOTTOM = 2x4 MIN. TOP = 2x4 MIN. 12 4.0 21' -11" 19' -11" TRUSS END DETAIL ROOF AREA: 2013 SQ - FT. HANGER LIST HANGER MANUF. HANGER I. D. TRUSS I.D. ! ! ! IMPORTANT NOTE H I ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL BE RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT. NOTE: NORMALY ALL TRUSSES ARE SPACED 24" O.C. ALL UPLIFT CONNECTION TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBILITY OF ENG., ARCH., OR GENERAL CONTRACTOR. SPECIAL HANGERS BY PURCHASER OF TRUSS PACKAGE. PLEASE REFER TO INDIVIDUAL ENGINEERIN SHEETS FOR NUMBER OF PLIES AND NAILING /BOLTING PATTERN REQUIRED FOR GIRDER TRUSSES. SET -BACK FOR HIPS, ETC SHEATHING UNDER ALL VALLEY SETS BY BLDR. TRUSSES ARE DESIGNED IN ACCORDANCE WITH F.B.C. CODE UNLESS OTHERWISE SPECIFIED * *ATTENTION BUILDER ** ALL DIMENSIONS OVERHANGS, PITCH, ETC. TO BE CHECKED BEFORE ORDERING TRUSSES IT I3 YOUR RESPONSIBILITY TO CHECK OUR TRUSS PLAN H w 2 0 0 4 z 0 N 4 T. cD O m 2 1-- N 0 0 2 0 0 W N O 0 Gt 0 0 IA. od IL 0 0 IL 0 0 to u. 0 r N 6 O IL 0 N X el al N 4 9 a h0 i; 30.0 0 LL N M'= n Co' a D: a 4 J 0 0 i� O F- z Q 1D z ou. w W 65 LA < m Z HI- UO F - �cc In < : z o O a C? 28 ZF UOU(Y�L c zH 12 z m o 2 W 0_D N 6 F- m 0_ z Z ~ �po -Z C�o p6 ~ 0 w 2 ZC e w > U rn � L,_, z wW cn ow W CC F- LLwC'CC CC 0] I-- = <OC 0 F- cO 2 LI. &) cq . O z <u>O� w 2 c = F- 4 o� D °mO 8 QW=J W W= O w � p L Z _ O � 0 ' �O LO U O D 0 z0_ I ZI - u_Z U U p « ;cnQ��( � - <j�Q 0000 dHHH W � ~u j uJ O - N Z H.w cnmu.. Z F 0 Z F 1 LLI -- z 0 a. r)Z Z u~ > CC I- -w ::: z � W� w O m pO u ��0_ u I - O J�Z O 0 ZCC n.W J NZ< } 0 ] W J IYcnOO W 63uj O ZI - O W Z J �WUwU�OZOZO ~0' h UJU)OCn = �DaQW ; I --Dmw -2 00) - 0C) Z � 1E5.1 O Ff_2Ic' d NELCON CONSTRUCTION. COIVIPANY, INC. SMITH RES. ADDITION. 309 NE. 99 STREET. JOS ADDRESS: MIAMI, FL. 12 . 11 .10 9 8 7 6 13 14 V ? V // % 7 18 19 • • e • • • • • •g :v • • • • • • • a • • a •. e •• • a • • • • •0• • • • 0 0 • PS • • • 0 4. O 41 m 0 • • • • • • • • • 0 • 3• • 0 • a 0 • • • • • • • 4 • •a 0 ' • a • ' e • M , •. O a• • • • •• • • 0 • J • 0•• • a • • • • • a• • a • • • •• • • 0 a • • • • • 0 • • • • • • 0 • e • •a• •a • • •• • • • • •0 Suburban Propane 1491. N.E. 130th Street N. Miami, FL 33161 305 - 891 •8393 Qualifier Job Address 36 q9 mom £ /i.4 Longest Run ye Total BTU's /e' /w G.�SiiwS r1s 6" ie W 3COA.— L SE V. E RIC =R CHICAGO BRICK DRIVEWAY SEE DET. EXISTING DRAIN FIELD, 420 S.F. (10x42 FT.) S.T. SURROUNDING AREA =1,062 S.F. (20x56 FT. EXIS PANEL B.B.L. ) ie IN f� tit siiiti5 6 Ac NEW AREA TO BE ADDED (2,919.49SF) �INCL. GAR/STO.) N F S N P 2 ND. FL 1,449 S.F. ST. F 577 S. 1 ST. FL 616.5 S.F F. EXIST. RES. 2,167 (W /O GAR,) L AREA JIAG0 W POOL MP LOC. NEW GAS EMERGENCY GENERATOR.SEE BLOW UP PLAN. 0 LO B.B.L. SEPTIC TANK CALCS; NEW 1200; GAL S.T. FOR "A/C" ADD. ONLY; 2,642,5 SF. = 1200 GAL. 580 SF. D. FIELD. (W /O GARAGE, STORAGE) (3 BED— 1.5 BATH ONLY) MSTR. BTHRM =11 F.U. 0.5 BTH. GROUP = 7 F.U, GRAND TOTAL =18 F.U. 125.00' " —C.O. 29' -O" NEW 580 S.F. (29FTx2OFT.) D.F. 1,158 S.F. SORROUND'G AREA N (approx. 55x21 FT.) NEW. 40" CMU WALL r .�.___.�._ - 1 25 00 B.B.L. SEPT1yC TANK NOTE: THEKE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTAL SCALE: 1: 3 N.E. 99TH. STREET 20' ASPHALT PAVEMENT P T A EXISTING SERVICE ALLEY. 32" EXIST. W. M. LC) L. B.B,L 0 0 N _.J._._ NEW U.G.SER SUB.TO CORD 18' " z SUBJECT PROPERTY LOCATION MAP SCALE: N.T,S. PROPERTY ADDRESS 309 NE. 99TH STREET. MIAMI SHORES, FL. 33138 LEGAL DESCRIPTION BLOW UP SCALE: 1' : 1 /8" LOT 15 & 16 & THE WEST Y2 OF LOT 17 , BLOCK 40, "MIAMI SHORES SECTION ONE ",ACCORDING TO THE PLAT THEREOF, AS RECORDER IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SCOPE OF WORK: ADD EMERG. GEN (GAS), TO ADDITION OF 2,919.49 S.F. & PARTIAL REMODELING TO EXISTING RESIDENCE. CHICAGO BRICK DRIVEWAY EXIST REE EXISTING DRAIN FIELD. Revisions A 04.04.06 1 ST.ISSUE W co I Q . 0 . LL z Q . 0 2 • CO • • •• • Job No. Date 11.18.04 Scale SHOWN AR-- 000.15344 Sheet No AOa POOL HTR. CU 1 /2" 3" DOWN TO 1ST. FLOOR (11 F.U) 7). ms s'' THRU WALL CLEAN OUT CAP. MASTER BEDROOM 2" VENT. DOWN WALK— IN —CL 2 .(IBY OWNER) II II MASTER MASTER BATH. (11 F.u)BATHROOM CI INSTANT WTR HTR.GAS PRESSURE REGULATOR 67 SCALE: 1'= 1 /4" 3/4" , 3 /4" 1/2" 3/4" . SET. 2" V.T.R. 2" C.O. _AV. 2ND. FLOOR S GRILL(30,000 BTUH) -GAS CO. 2" 1 2" SH W. SEWER PLAN DRYER 40,000 BTUH SHUT OFF b �..4 VALVE r °;c P UNDER GROUND. c'o 1 2" 1 N.T.S. ` 0" ~ vi S I TERRACE OPE NEW SEATING AREA R N DE 50,000 BTUH STOVE /OVEN K — ALL PIPING SHALL COMPLY W/ NFPA -54. — ALL PIPING SHALL BE GALVANIZED METAL PIPE SCHEDULE 40. — ALL UNDERGROUND GAS LINE SHALL BE PAINTED W/ ASPHALT. GAS RISER DIAGRAM CLEAN OUT CAP. GAS CO. RESSURE REGULATOR SHUT OFF VALVE. UNDER GROUND. - ' LAV. (1 F.1 2" STUDDER "H & C WTR TO HAND SINK POOL HR. GAS INSTANT. WTR HTR.GAS GARAGE UNDRY DRYER 2" V. FROM 2ND. FLOOR COVERED DECK EXIST. H & C WTR 0 EXIST. BATHTRM. TAP NEW H & C WTR FROM EXIST. LINES ® BATHRM. EXIST. H & C WTR. ® EXIST. BATHTRM. HAN SINK. TAP NEW)" H & C WTR FROM EXIST. LINES ® BATHRM. Y2 " H &CWTR TO HAND SINK 2" STUDDER V. 3" FROM 2ND. FLOOR 11 F.0 3" -C.O. 3" Carmen My Commission D0222906 or Expires June 15, 2007 Suburban Propane 1491 N. E. 130th Street N. Miami, FL 33161 30 - 91.839 Qualifier P- Job Addre Longest Run yo Total BTU's 1 e /A) io SyS/ -/P -!o/X' ao.4440,402 1.0.4.4444...04.40404444. MAID QUARTERS al DEN. 2" V. A/C 6 15T. FLOOR S. SEWER PLAN SCALE: 1'= 1 /a" TOTAL 20 F.0 SEE SITE PLAN FOR CONTINUATION 3" -C.O. 0 PLO 'S - iaE3 . Folowm y Lo6 FAMILY ROOM '.7. ITEM P -1 P -2 P -3 NAME TANK WATER CLOSET BATHTUB PLUMBING FIXTURE SCHEDULE LOCATION MASTERBATH MASTERBATH LAVATORY MASTERBATH REMARK BY OWNER BY OWNER BY OWNER FOR TOTAL FIX. UNIT SEE SITE PLAN PLUMBING NOTES. 1 ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP VALVES, "P" TRAPS, SUPPORTS, P Sc T VALVES. ETC., AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE, 2 WASTE AND VENT LINES SHALL BE P.V.C. 3 PROVIDE WATER HAMMER ARRESTOR AND SHUT OFF VALVES AT EACH PLUMBING FIXTURE WATER SUPPLY. 4 USE TYPE "M" COPPER PIPE ABOVE GROUND TYP. 5 USE TYPE "L" COPPER PIPE UNDER GROUND ' ; TYP. 6 ALL UNDER GROUND WATER PIPING ALL BE, 7 USE PVC SCH. 4Q PIPE TYP. 8 SLOPE: 1/8" 3" N & LARGER 1/4" 2" N & SM KITCHEN 3" S.S. TO EXIST. LINE SEE SITE PLAN SH. # A-0 TOTAL 7 F.0 Y2" GAS CONK. & s.d. 150,000 BTUH _ STOVE /OVEN LIVING /DINING ROOM Revisions 0 9 A 4 P z w 0 CO w CC • 1 P 4 :. � W co i Im Q W O LL z O� Co Job No. Date 11.18. Scale SHOWN AR- 00015344 Sheet No. P1 POOL HTR. CU- 1 /2" 7 �3. 3" DOWN TO -� 1ST. FLOOR (11 F.U) THRU WALL CLEAN OUT CAP. W.C. INSTANT WTR HTR.GAS 3/4" PRESSURE REGULATOR .r 2" VENT. DOWN WALK— I — CLOSET. 2" V.TY" 0 W 2" C: M ASTER BEDROC " MASTER Nt A STS BATH. (11 F.U)B,TTHBCOM A TUB ) 0I k _2) GRILL(30,000 BTUH) 3/4" 1 1 /2" \ 2" V.T.R. //\\ 2" C.O. / \/,/ 3/4" 2" GAS CO. METER. \ // 1 2" / SH W. DRYER 40,000 BTUH ?_ND. FLOOR S. SEWER PLAN SCALE: 1' 1 /4" SHUT OFF VALVE. UNDER GROUND. 1 2" a HRH r-L D 50,000 BTUH STOVE /OVEN 7 CK GAS RISER DIAGRAM N.T.S. — ALL PIPING SHALL COMPLY W/ NFPA-54. — ALL PIPING SHALL BE GALVANIZED METAL PIPE SCHEDULE 40. — ALL UNDERGROUND GAS LINE SHALL BE PAINTED W/ ASPHALT. PRESSURE REGULATOR CLEAN OUT CAP. GAS CO. METER. SHUT OFF VALVE. UNDER GROUND. 3 4" 3" FROM 2ND. FLOOR 11 F.0 i 3" -C.O. n POOL HTR.GAS INSTANT. WTR HTR.GAS „9...z7 1 /2" GARAGE 2" V. FROM 2ND. FLOOR 3" 3/4" STO. GAS DRYER 40,000 BTUH. Yz" GAS LINE k S.O.V. FOR DRYER. MAID QUARTERS 2" C.0 1/2" LAV. (1 F.t DRYER UNDRY 1 w L •TJNDR�' O D »AIN 8;0X. 0 ll ' 2 `� (2MF.U) 2 " C.O. DEN. U-1 a 0 -J CO H W. 2" C.O. Y2" GAS LINE GRILL(30,000 BTUH) Y2 " H &CWTR TO HAND SINK 2" STUDDER V. ' 2" V. THROOM ATH.(5 F.U) LAV. C.L. 1ST. FLOOR S. SEWER PLA\ SCALE: 1 1/4" 3/4"!! EXIST. H & C WTR © EXIST. BATHTRM. 2" 2" V. .R1 (2F.0 HAND 'SINK. . COVERED DECK EXIST. H & C WTR EXIST. BATHTRM. ir TAP NEW Y2" H & C WTR FROM EXIST. LINES ® BATHRM. B 11. 4 \ 3" -C.O. TOTAL 20 F.0 SEE SITE PLAN FOR CONTINUATION HANC SINK. 2" 2(F.U.) -TAP NEW Yz" H & C WTR FROM EXIST. LINES 0 BATHRM. B Yr� 1 r t OPEN DECK FAMILY ROOM Y2" H & C WTR TO HAND SINK 2" STUDDER V. Y ■ PLUMBING FIXTURE SCHEDULE ITEM P -1 P -2 P -3 NAME MASTERBATH MASTERBATH TANK WATER CLOSET BATHTUB LAVATORY LOCATION MASTERBATH REMARK BY OWNER BY OWNER BY OWNER FOR TOTAL FIX. UNIT SEE SITE PLAN PLUMBING NOTES. 1 ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP VALVES, "P" TRAPS, SUPPORTS, P & T VALVES. ETC., AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE. 2 WASTE AND VENT LINES SHALL BE P.V.C. 3 PROVIDE WATER HAMMER ARRESTOR AND SHUT OFF VALVES AT EACH PLUMBING FIXTURE WATER SUPPLY. 4 USE TYPE "M" COPPER PIPE ABOVE GROUND TYP. 5 USE TYPE "L" COPPER PIPE UNDER GROUND TYP. 6 ALL UNDER GROUND WATER PIPING 'HALL BE SLEEVED 7 USE PVC SCH. 40 PIPE TYP. 8 SLOPE: 1/8" 3" ' & LARGER 1/4" 2" N & SM 3" S.S. TO EXIST. LINE SEE SITE PLAN SH. # A -0 TOTAL 7 F.0 HTCHFN 3 GAS CONN ,50,000 BTUH STOVE /OVEN V ^' N C c L Revisions 25.05 CITY COMM 28.05 CITY COMM 06.15.05 DOH COMN 06.22.05 DOH COMN 5.08.06 CITY COMM 'El c C ,, rn� , Bo Q N 0 W 0 ce I U FO r4 Q ,o' 0 3 a' c c a 0 c Job No. Date 11.18.04 Scale SHOWN Seal A 0 9 2 AR- 00015344 Sheet No. P -1 2'0 DRAIN PIT 1 AWAY FROM STRUCT. TO COMPLY W /SEC. 1503.4.4 FBC. CU -2 CU -1 r -0' • RETURN AIR GRIL IN WALL 24 x 24 R.A.G. 3/4" Cu RELIEF DISCI-4 RGE LINE (WI - 4), W/ 1' MIN. AR GAP TO OUTSIDE GREEN L AREA, TERMINATE ABOVE FIN. GRADE DOWN TO GRAIN PIT. 80 CFM 8'x6' (SEE SCHED.) W.C. 125 CFM 8'x 6' (1)200 CFM 12 6'S.R. \ 1 1 TYPICAL I- FANG ING STRAP AND SADDLE HA•GING DETAIL (ALSO USE FOR FLEX. DUCT.) 4 C- 5E COM MASTER ; ATIROON1 CFM 8'x6' NOTE: HANG DUCTS ACCORDING TO SMACNA STANDARDS METHODS OF HANGING DUCTS •L NOT TO SOLE r r � 215 CFM 10' TYPICAL 2 BAR AND AND WIRE DUCT HANGING DETAIL TYPICAL CHANNEL AND STRAP DUCT HANGING DETAIL TERRACE EW AT1NG AIREA I 135 CFM 1 8' x 8' CK n FIBROUS GLASS DUCT. 22 GA. GALV. MTL. "SLEEVE" LUV. DOOR SUPPLY PLENUN OF' D ECK 2ND. °L00R MCI-. PLz 2-1/2" SQUARE WASHERS 12" MAX. 0.C., MIN. 2 PER SIDE #10 X 1 -1/4" SHEET METAL SCREWS. GFM CLOSURE. FLANGE. SCREW. POP RIVET OR SPOT WELD TO EQUIPMENT FLANGE. A. 7�3 LJ PLEN CONNECTION. N.T.S. WALL MOUNTED EXHAUST FAN MOD.DAYTON 1800 CFM W/ WALL CAP 4 BDP. 4'0 GALV. DUCT (30 GA MIN) THRU WALL 4 JACK W /BD.D. DRYER EXH. UNDER STORAGE RAISED WD. FLOOR. ROOF JACK SHALL NOT BE SCREENED, 4 SHALL COMPLY W/ TABLE 6033 2'0 GRAIN PIT 1 ' AWAY FROM STRUCT. TO COMPLY W /SEC. 1503.4.4 FBC. I NU -TONE EXH. FAN/80 CFM. —11 E ' W/ 4' 0 METAL DUCT. TO 11 OUTSIDE WALL CAP W /B.D.D. LL PER FMC. 4023.1 (TYP. ALL BATH) LIQUID 4 SUCTION LINES ASV. CLG. SPACE 3/4' Cu RELIEF DISCHARGE LINE (WH), W/ 1' MIN. AIR GAP 1' -0' TO OUTSIDE GREEN AREA, TERMINATE 6' ABOVE FIN. GRADE STO. 55 CFM 6' 12' ROUND DUCT. GARACIE 1�AU�Df`� I 120 CFM S' x6' 140 CFM 8' x 8' DEN. JOIST 4' m METAL DUCT. (26 GA) THRU WALL W/ WP CAP BIRD SCREEN 4 B.D.D. PER FMC 4023.1 (TYP. ALL 3) (SEr F. ) 6 x 4' 8' 0 547 ' r'r'M 40 CFM \ 6' x 4' DUCT 4' 0 CEILING r :1 NOT -O SCALE LAY. 4 Cycisjo 100E) EXAUST X 0 ° R - in o � _ n 4' 0 6' p STAINL SS STEEL HOOD 15 CFM 6' x 6' it /1 15 CFM 6' C :4 40 CFM 6'x4' STAINLESS STEEL HOOD O O 4' 4' (ip NOTE: 1. 1-1OOD EXAUST 51-1ALL DISCHARGE THROUGH THE GARAGE AND SMALL E3E SCREENED WITH CORROSION RESISTANT MATERIAL WITH MESH NOT LARGER TI-14N '. COVETE DECK W.C. ( CFM 8'x 6 "S.R. I' ,",.DOOR WITH 24 X 20 R.A.G. 44 ! 6 x 4' I OPEN DECK L 1J 1ST. =LOOR MECI !. PLAN RMUMEWM' gt SEP 0 7 2006 jj B Y:. y AJCct 4M1L" BOOM Revisions w U Z W (75 D W CC X W tL Q z 0 0 0 1.25.05 1ST. ISSUE 2.24.05 CITY COM V C 09 06.06 CITY COMA. 5 v -- C 0 'nn , Y/ c I- 0 W Q 0 Z Q 0 .9 0 1 Job No. 0 od 1>• W 0 Date 11.18.04 Scale SHOWN M - 1 c c 0_ N O_ C co O N O_ N 0 a 0 8 O c (a 0 O 0 W 0_ L (O le c 1--- U 03 �o L. N o to la - P- C O ,c X 2 ro C u_ a 0. 0) d 1- ai a) la c ca vi 0 0 0 -0 a) a a co o vi o 0 r ? -6 ('7 -o U U) t 0 0 c m m 0 b N 0) r X a) O 0) N 0 0 (6 a 11) 0 U N E E 0 U 0 0 0 Seal SEP 0 2006 E O AR- 00015344 Sheet No. v, N 4 12 1 2' -0' 3' -0' 1 V4' Bc. WD. -- INTERIOR 8 1 2 -2' -0' S' -3' I V4' S.C. U. — INTERIOR O 2 2.3' -0' S' -0' 1 3/4' FRENCH ALUM. ALUM. EXTERIOR SEE NDA ATTCH'D t u11.11111111I 11111111 MCAT &MCC 7.4 C*1..4■ 4 e 4 ril • ISLAND MASTER BEDROOM WALK- IN- CLOSET. (SY OWNER) MASTER BATHROOM 9'- O 1/2" 9' -,Q 1 /2" 28' -2" OPEN D OPEN TO BELOW NEW SEATING A OPEN DECK SIDE lU/j'I / CU -2 CU -1 5'10" 6'0" 0_0 15'8" -6" 1N1c11 ABL E OUJ KEY NOTES: 01 NEW WINDOWS ON EXIST. CMU. CONT. TO PROV. 1 x 4 PT. WD. BUCKS ACCD'G. TO WDW'- N.O.A. 0 SLOGK UJDW- OPN'C. UJ /8" CMU. ® CLOSET INT. BY OWNER ® FLUMB'Cs. FIXT, CAB, ACCESS. BY OWNER O LAUNDRY'S EQU., FIXT 4 CAB. T3Y OWNER ® WD. TRELLIS SEE DET. S 4. 5-2 0 CONC. STEPS. SEE DET. ® SEARING PART. SEE NOTE ON STRUCT. DLUG. ® ALL EXIST. UJDUJS. TO BE REPLACED W/ IMPACT. SEE ELEV. F.V. DIM. (TYP.) 10 NEUJ KITCHEN C4B. 4 COUNTER 8Y OWNER 0 GRILL, CAB, CTR. BY OWNER CI CMU RAILING WALL TO WITHSTAND 400° KINETIC TEST 42" h. 4 50 / LF SPREAD LOAD PER PBC- l611. 4. 6. 3 13 RAILING TO MATCH STAIRS. STAIR /RL'Cx. MFR TO SUBMIT 5.4 S. SHOP DWG5. FOR CITY APPROVAL. RL'G. TO COMPLY UJ/FIBC 1611. 4. 6. 3. 1 1 INCL. N.OA ATTACHED Revisions • 5 w 0 z 0 0 O L 1 U C C co d E U ,w W 0 E 0 J cd U U tY � ' Q Z Q � 3 e 1 .31 .05 1ST. ISSUE[ A 04.04.05 CITYCOM c c c A -3 c d 8 U) co Job No. Date 11.18.04 Scale SHOWN Seal _ AR -0001 5344 Sheet No. E U rn 0 n fB 3 0 co 0 L N 0 oL .0 0 0 c0 O 0 1) 0 E E P U DOOR SCHEDULE MAR< E NEW W WIDE H HIGH T THICK r r - PE M MIL. T T'HOLD R REMARKS EXITS• N O 1 1 1 3 3' -0' e e' -0' 1 1 3/4' F FRENCH A ALUM. A ALUM E EXTERIOR BEE NOA ATTCHO 0 1 1 2 2'.6' 6 6'S' 1 1I/4' B B.G. U U. — — I INTERIOR 0 S S 3 3'0' B B' -0' 1 1 V4' S SC W WD. — — I INTERIOR 0 1 1 2 2' -3' 6 613' 1 1/2' F FRAMELESS G GLASS A ALUM. T TEMP? BAP ET7. L. CAt. II. 0 1 1 3 3•-0' 6 6' -B' 1 1 1/4' 1 1-4.O. W WO. I INTERIOR ® 1 1 P P - 8 8' -0• 1 11/4' S SC. W WP. — — I INTERIOR 0 1 1 4 4'0' S S' -0' 1 13/9' B B.0 S STL. — —' 1 1 HR F.R '0' LABEL W/ CLOSET 0 0 1 1 , 1 16'0' 1 1 -'6' I I3/8' O OVERHEAD S STL. — — E E-EI-EC -DOOR sem N.OA ATTACHED 0 1 1 2 20' -0• S S' -3' 1 13/4' S SLD. A ALUM: — — S SEE N.OA ATTACHED 10 1 1 2 2 -3' -0' S S' -Pi' 1 13/4' F FRENCH A ALUM. W WO. I INTERIOR 11 2 2 2 2' -6' S S' - 1 1/2 F FRAMELESS G GLABB — — T TEMP. SAFETY. GL. CAT. (I. u11.11111111I 11111111 MCAT &MCC 7.4 C*1..4■ 4 e 4 ril • ISLAND MASTER BEDROOM WALK- IN- CLOSET. (SY OWNER) MASTER BATHROOM 9'- O 1/2" 9' -,Q 1 /2" 28' -2" OPEN D OPEN TO BELOW NEW SEATING A OPEN DECK SIDE lU/j'I / CU -2 CU -1 5'10" 6'0" 0_0 15'8" -6" 1N1c11 ABL E OUJ KEY NOTES: 01 NEW WINDOWS ON EXIST. CMU. CONT. TO PROV. 1 x 4 PT. WD. BUCKS ACCD'G. TO WDW'- N.O.A. 0 SLOGK UJDW- OPN'C. UJ /8" CMU. ® CLOSET INT. BY OWNER ® FLUMB'Cs. FIXT, CAB, ACCESS. BY OWNER O LAUNDRY'S EQU., FIXT 4 CAB. T3Y OWNER ® WD. TRELLIS SEE DET. S 4. 5-2 0 CONC. STEPS. SEE DET. ® SEARING PART. SEE NOTE ON STRUCT. DLUG. ® ALL EXIST. UJDUJS. TO BE REPLACED W/ IMPACT. SEE ELEV. F.V. DIM. (TYP.) 10 NEUJ KITCHEN C4B. 4 COUNTER 8Y OWNER 0 GRILL, CAB, CTR. BY OWNER CI CMU RAILING WALL TO WITHSTAND 400° KINETIC TEST 42" h. 4 50 / LF SPREAD LOAD PER PBC- l611. 4. 6. 3 13 RAILING TO MATCH STAIRS. STAIR /RL'Cx. MFR TO SUBMIT 5.4 S. SHOP DWG5. FOR CITY APPROVAL. RL'G. TO COMPLY UJ/FIBC 1611. 4. 6. 3. 1 1 INCL. N.OA ATTACHED Revisions • 5 w 0 z 0 0 O L 1 U C C co d E U ,w W 0 E 0 J cd U U tY � ' Q Z Q � 3 e 1 .31 .05 1ST. ISSUE[ A 04.04.05 CITYCOM c c c A -3 c d 8 U) co Job No. Date 11.18.04 Scale SHOWN Seal _ AR -0001 5344 Sheet No. E U rn 0 n fB 3 0 co 0 L N 0 oL .0 0 0 c0 O 0 1) 0 E E P U W N2OW 50- . MAo; WINVOW TYPE 51ZE TYPE Of 6LA55 I M/QC5 OiY O ALUM,CASPMIvvNT 4 57" w X 63 " N LT TINTt n IMPACT' 18 III ALUM.CASE Alf NI 37 " w X 50 " H V TIN TO IMPACT 2 O ALUM,FIXFt7 WINI20N 37 " W X 50 " H LT, TINT O IMPACT 1 0 1-UMMXW WNPOW 37 " W X 63 " H LT, TINS2 IMPACT 6 WINO LOADS ON COMPONENTS TRIBUTARY AREA WALL AREAS ZONES . r'OS NEBATNE (94) 485. 4 5 (Psi Cost) (Psf) ..._., 10 45.1 -48.9 -60.4 20 43.1 46.9 -58.3 30 •, 41.9 45.7 -54 40 41 -44.9 -52.3 50 40.4 -44.2 -51 4,19_, 80 39.9 -43.7 49.9 _ 39 -42.8 -48.2 120 38.3 41.8 -48.1 01 -1'-9" + 33' - I I " (N.G.V.D.) + 22' -II' (N.G.V.D.) ZO\ « 10' -3" (N.G.V.D.) 5,N. WOVV Q' 2 - 37" X 63" CUST (TYP) ALUM. MULLION N.O.A.* 02- 010111 EXP. 06/28/06 ALUM. C5M1, VOW / ( 5f 5 N.O.A. AT1ACrfO) Y No, &705 0 `},- y'v 0 ALLOW : t 50 00 ALUM, CSMT, WOW ( 5EE N,O,A, MIAOW ) ALLOW t 50 00 5,H WOW 37 ' X 63" CU51 (TYP) 45, - 48 9 16,19 5P 5,H, Vvt7W 2 - 37" X 63" OUST (1(P) EXISTING RESIDENCE 1 WES 1 El EV,ATION 1.0.13= +9' -0" + 2100' (N.G.v.D,) F.P.E.= +/ -0' -0' + 12' -0" (N.G.V.D.) 45,1# - 48,9# 16.19 9 ADDITION 43J* 11.0 S.F. (SEE N.O.A. ATTACHED) No. 02-0102 04 . ELVATIQN 43? -46.9* 11.0 S.P. 45.1# -48, 9 14 16,19 5P ALUM,MI.N.LION N,O.A. # 02 - 0701.11 E XP 06/ 28/ 06 45.1* -45.9* a4 S.F. (SEE N.O.A. ATTACHED) No. 02-0102.04 ALLOUJ: 150.0 * EXISTING RESIDENCE ALUM, C5M1, WW C 5EE N.OA AITACI - ft) No,6 6' (j2 - J L /' ), ALLOW ; t 50. NOTE: FIE vER1FY ALL DIMENSIONS BEFORE FABRICATION 43.1* -46.9* 11.0 SP. ALUM, F1)(f17 WOW ( 5ef N,O.A, A1TAO-ft) ) No, 2 ALLOW ; + 100.00 - 155. (SEE N.O.A. ATTACHED) No. 02-0102.04 3' -V ALUM,MI.L.LION NO.A, #G0t1' 1 E XPO6 /26 /O6 2- 0701 45.1 -48,9 16,19 5P 5,11. WOW 37" X 65" CU51 (TYP) ALUM. C5MT, WOW ( 56E N,OA, ATTA0 -0 ) No.4 0806-fD5• ALLOW; 150,00 45,1# -48,9 16,19 5f; .N. WOW 2 - 57" X 65" CU51 (TYP) PLUM. flXWC7 WOW ( 5EE N.O.A A11ACI -fP ) No 0 2-0701. 07 ALLOW : 4 00 - 135. 2-24. o2- 49,1# -48,9# 16 , 19 PLUM,MLLLION N,O,A, #02-0101 .11 eXP06/ 28/06 6' -4" 39.9 -43.1 50.1 S.F. 45,1# 48,9 16 ,,19 ADDITION I 1 c tag. 41c:'-II" + 31'-11' (N.G.VD.) 3' -0" T.0 +9' -6' + 21' -6" (N.G.V.D.) F.F.E.= + / -0' -0 + 12' -0' (N.G.V.0 ) 6 -4' 39.9* -433 50.1 S.F. T.O 5.11, WOW 37" X65" CUST (TYP) eA ALUM. PRENGH DOOR- IMPA¢`T (N.OA. No. 02-0101.12) ALLOW± 15.0* T.O.B.= +21' -11` 33' -1° (N.G.V.D.) B.= 410' - 11' 22' - 11" (N.G.V.D.) ALUM, C5M1, WOW ( 5E6 N,O,A, ATTAt7 ) Nor0- -2-- -0806 - -O ALLOW : t50, 00 Revisions 1 25.05 1 ST ISSUE A 04.04.06 CITYCOM (i) 5 0 W z 0 [::: a 0 1 co CD CD l E •0 �--_ z 0 CO Seal a) e C 0 Job No. Date 10/04/04 Scale SHOWN AR- 00015344 Sheet No. A -4 co N ^^ fr c) 0) c 0 3- 0 U) co co "CO E 0 a� E 0 0 a To 9 8 0 0 co 0. O v d O C d s- 0 0 0 co 0 0 Q Q. N 0 0 0 0 w 0 0 E co 0 C6 0 0 0 2 0 0 E V1 2 c6 a C 0 d WINbOW 5C -12 .L MAkK WINDOW f E 51Z TM OF GLASS WI- T5 QV O A; Uti C:SEM+v P: 37 " W x 63 " H L1:1 flW MP/C1 8 0 U✓`',.CPSEY„N 37 " W X 50 " H Lt,11Nn MPALf 2 O PLUM: FIXEt7 WINDOW 37 " W X 5 0 " H Lf:11NIEf7 IMPACT I O ALUM FIXI t7 WIN170W 37 " W X 63 " H Lf.11N1ED IMf'PCf 6 T.0.5= +9' -0' + 21' -0" (N.G.V.D.) T.O.B.= +21' -I1' + 33 (N.G.V.D.) + 22' -11" (N.G.V.D.) T.O.B.= +9' -6' + 21' -6' (N.G.V.D.) FF.E.= + / -0' -0' + 12' -0" (N.G.yD.) F.F.E. GARAGE = - 1' -9', + 10' -3' (N.G.v.D.) A U . MULLION N " 02-0101.11 E . 06/28/06 ADDITION (SEE N.OA. ATTACHED) No. M-0102.04 ALLOW: 350.0 * VATION ALUM. MULL N.OA.* 02 EXP. 06/28/ EXISTING RES!DENCE (BEE N.O.A. ATTACHED) No. 02-0 ._ ALLOW: 350.0 * ALUM. MULLION N.O.A." 02- 0101,11 EXP. 06/28/06 (SEE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: 350.0 * ALUM. NIXEt2 Wow 5.1-1. WOW ( E N,O,A. Af NYW ) 37" X 63" CUSP No, 0 2 0101 (1W) ALLOW - 100 : / - 135:00 ALUM. CSMf. WOW ( SEE N.OA. AffAC&EO ) No, 0 2- 0806,05 ALLOW :t50,00 (SEE N.O.A. ATTACHED) No 02-010204 T.O.B= +19' -11" + 311'- 11 "(N.Cs.V.D.) EXISTING RESIDENCE (SEE N.O.A. ATTACHED) No. 00- 0628.11 ALLOW: t 60 ADDITION 43.1" -46.9* 14.61 SF ALUMMULLION N.OA. 02-0101.11 PLUM, CSM1 WOW ( 5EE N.O.A, AI ) No. 02- 0806,x06 /-LOW; t5r0,r00 /28/06 ALUN, a H. GAR, DOOR (N.O.A* 00- 121203) • ALLOW: +46.6* -52.0* 5:H: WOW 2 - 37" X 63" CU51 (1YP) ALUM. MULLION EXP. 06/28/06 45.1# - 48 , 9 12. 5r 5.H. WOW 2-37" X50 "GUST ( VP) ALUM, C5Mt, WOW ( 5EE N,O,A, AffKCIEt7 No. 0 2 - 0806 , 05 ALLOW ; t 50 : 00 45,1# -48.9# 12.84 5 5.H, WOW 37" X 50" CUSt (t11') ALUM, FIXW Wt;w ( SEE N,O,A. A1fAO Eb ) No, 02 070I. LOW ; 4 100 00 - 135: UM. MU'_LtON N.0.4.* 02-0101.11 EXP. 06/28/06 (51=1= N.O.A. ATTACHED) No. 02-0102.04 ALLOW: 350.0 * W UM. C5Mt, WOW ( 5 N,O,A, AffACQW )I No, 02 - 0806 05 ALLOW ; t 60 00 ALUM, Elxin WOW ( 5EE N.O.A. A11A&W ) No, 02 -0101',01 ALLOW +100 00 135: 45,I -48.9# 16 .19 >E PI LM; C5MT, WOW ALUM. MULLION N.O.A.* 02-0101.11 EXP. 06/2a/06 ALUM. MULLION N.O.A* 02- 0101.11 EXP. 06/28/06 45,1# -48,9 16 .19 Si S,H,WOW 37" X 63" CUSt 43.1* -46.9* 11.0 S.F. -46.9" 11.0 S.F. ■:■.■a •••• ■.■ ■■ I II MIMS II ■. ■aa1 I■ ■ li a ■a■i (SEE N.O.A. ATTACHED) No. 02-0102.04 A.1,.Q `500 * t r 1 L___4 l (SEE N.OA. ATTACHED) No. 02-0102.04 -46.9* 110 S.F. + 22' - 11" (N.G.v.D.) F.F.E.= -1' -9" + 10' -3' (N.G.V.D) T.O.B. +9' -0' + 21' -0" (N.G.V.D.) Revisions W U Z w 0 w CO X W O 0 0 0 T ISSUE 01 .25.05 12.05 CITY COMM Job No. Scale Seal Scale SHOWN issmuseciasmemassrawl AR- 00015344 Sheet No. A-5 T m mumucluom a a 1 1 i! I111m111111iCI111111I' ' IIIIII111111111111Ci1111111ir s s n i- - -r---- J . 1 F.C. F.C. F F.C. I II � * 5 e 12' BOTTOM (T P i i i „ „ ,. F.c 0 0 , . � ( (---- ..(:) FTC W .... � tktBX L IIII 5.E mii P *5 a 12' BOTTOM (T P 1 j j — —111 II CI T l l j 1 - N D • - - - -- W &X48 -I O .c. l l is 5 5 to 12' BOTTOM (TYP I i iifill I 01111 1 II I I E3E4MS SCI- 1E1DULE. BEAM BOTTOM TOP STIRRUPS 8X16' 215 215 2S 2 * 6 2 * 5 "3 a - t' 213 -8, 28 -10 28 -1, 28 -5, 28 -3 2 *6 2 * 6 *3 fi 1 -_ II 2- -4 2 6 * 6 4 0 4\ I 8 "X16 0 l 28 -9 2 *6 2 *,io *3 a 6' ` 8 "X24' uPT p•4E 215-11 2* 6 2* 5 *3 9 10' 8'X24° 215-12 2* 6 2* 5 *3 g gip 8'X24 2B . 2 *5 *306 COLUMN SCI- IEDULE- LEVEL 1 MARK SIZE 4 REINFORCEMENT F.C. 1 * 5 Vert. Ti Grouted Cell 0 8"X16 Conc. Col. W/ 4 *6 Vert. ' ' 4 *3 Iles 08' O pal 8 °X12" Conc. Col. W/ 4*6 Vert. 4 *3 nee. 0 8 °X39' Conc. Col. W/ S*6 Vert.4 :° ' •. ' 8°X12' Conc. Col. W/ 4*6 Vert. 4 *371es0a' 0 4 8 "X30 Conc. COI. W/ 8.6 Vert. F 4 Ties g8' 4 'X4'XI /4' T.S. COL. W/10 ® 0 BOTT. 1E W/4 -5/8 "O A.5.4 10 "X12 1 X1/2' TOP FE W/4 - 5/8' 0 ANCHOR STUDS. F.F.E +2' G 550* u 434* (N.G.V.D) 11111 1J1111 111 111IMIAI 11111 1! 1111 �� 111111 1111111111111I��I 11 �I I 2 "X 10" LEDGER W /I- 5/8'4 X 6" A.8. 16" O.G. STAGGERED. +/ -0' -0" 1 . 12 .00 (Nr.V.D.) rraiiili UJF - 2 4 2'X IV LEDGER 11/3"12 X 3/16 "m X 4' LONG GALV. SCREW TO EA. W. 6' CONCRETE SLAB ONGRADE W /6X6 - UJ2.1 X W2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED OIL G= - 110* u= 595* T.E. - 16 Eg L © 2 * 6 VERT. IN X'GROUTED CELL ( i i itA] ; COVERED DECK 7 *6. VERT. IN GFrOUTED CELL Gi 4' G 4CRETE SLAB ONGRADE 1 W /6x6.- W2.1 X W2.1 WWF ON 6 ! VISQUEEN ON WELL COMPACTED SOIL W F -24 OPEN DECK T.E. - I6 11' - 0 ' 10' a 1/2 L WF -24 4' COIN. SLAB ONGRADE 1 1.11/6X6 - W2.I X W2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED SOIL 2' x10" WD. BEAMS 24' C.C. — (APPROX. 8 PT. SPAN) 2" x 6' P.t. LuD. BLOCKING a GARAGE SLAB 70 SUPPORT WD. SEAMS 2' x10 W. RAPIER 24' O.C. (APPROX. 10 FT. SPAN) — PROV. 2 - 16d NAILS ID EA. END MARK F.G. 0 0 0 En * * NOTE: D. 2 *5 "C' BARS 28 -1 COLUMN SCHEDULE - LEVEL 2 SIZE 4 REINFORCEMENT 11 Loki / 12'XV CONC. COL. W /4'5 03 TIES 8' O.0 f.C. F.C. CMU. Win GA. RIZ. REINF'G 16 'O.C. RT. PROV. 6 "X6' CONC. ALL CAP.W /1*5 HORIZ, PROV 1"5 VERT. 32" O.G. 1 * 5 Vert. In Grouted Cell 8 "X16" Conc. Col. UJ/ 4*5 Vert. 4 *3 Ties 'a8" S'X12' Conc. Col. W/ 4"5 Vert. 4 *3TfeagSu N Ca 4 N 8 'X12' Conc. Col. W/ 4 Vert.; 8 "X12' Conc. Col. W/ 4*5 Vert. 4 *37(eaa FOUND4T ION SCALE: 1' 1/4" 28' -10" .AN G. 110* U. 970* a a' 13' -4' PROV. 2 * 6 IN GROUTED t NEW OPENING MARK UP -24 TE -I6 DESIGN SIZE 16' X 24' 10 � OOTING SCHEDULE TYPE REINFORCEMENT 3'5 CONT. BOTTOM 2 CONT.13OtTOM 10" X16" T1- IICKENED EDGE 2*5 CONT. BOTTOM REMARKS *4 TRANSFER BAR 0 48' O.0 FAMILY ROOM 4' CONCRETE SLAB ONGRADE W /6X6 - 1U2.1 X11)2.1 WWF ON 6MM vlSQUEEN ON WELL. COMPACTED SOIL VE GE JAM 24 L - SEE DET. 4 "X4 "X1 /4" T.S. COL. W /10 "X12 "X1/2' BOTT. Fe W/4 - 5/8'0 A.B.4 10 ')12"X1/2 TOP ft? W/4 •5/8' 0 ANCHOR 5TUD5. WF -16 -1 1-/2" 1 PROV. 2 * 6 VERY. IN GROUTED CELL AT NEW OPENING JAMB. IF NOT EXISTING. 1 KITCHE 4I 28 - 8 a THIS AREA TO SUPPORT TB. BELOW FOR NEW OPENING ST UCTUFRAL SL COND FLAN SCALE :1 1 /4" la "XS" CONC. COL. U) /4"5 4*3 TIES 8" O.0 2 a a Revisions > W < E W 0 I: Fi 8 • Q od U = Z • • 3 A0A, W 0 n 1 Seal Sheet No. 1 .25.05 1ST. ISSUE 3.30.015 CITY COMM 04.04.06 1 ST ISSUE 0) a1 0 O ^ Job No. Date 11 .18.04 Scale SHOWN AR- 00015344 E co a) cC c E s co cq N I ® [7 a COLUMN SCI- IEDULE- LEVEL 1 MARK SIZE 4 REINFORCEMENT F.C. 1 * 5 Vert. Ti Grouted Cell 0 8"X16 Conc. Col. W/ 4 *6 Vert. ' ' 4 *3 Iles 08' O pal 8 °X12" Conc. Col. W/ 4*6 Vert. 4 *3 nee. 0 8 °X39' Conc. Col. W/ S*6 Vert.4 :° ' •. ' 8°X12' Conc. Col. W/ 4*6 Vert. 4 *371es0a' 0 4 8 "X30 Conc. COI. W/ 8.6 Vert. F 4 Ties g8' 4 'X4'XI /4' T.S. COL. W/10 ® 0 BOTT. 1E W/4 -5/8 "O A.5.4 10 "X12 1 X1/2' TOP FE W/4 - 5/8' 0 ANCHOR STUDS. F.F.E +2' G 550* u 434* (N.G.V.D) 11111 1J1111 111 111IMIAI 11111 1! 1111 �� 111111 1111111111111I��I 11 �I I 2 "X 10" LEDGER W /I- 5/8'4 X 6" A.8. 16" O.G. STAGGERED. +/ -0' -0" 1 . 12 .00 (Nr.V.D.) rraiiili UJF - 2 4 2'X IV LEDGER 11/3"12 X 3/16 "m X 4' LONG GALV. SCREW TO EA. W. 6' CONCRETE SLAB ONGRADE W /6X6 - UJ2.1 X W2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED OIL G= - 110* u= 595* T.E. - 16 Eg L © 2 * 6 VERT. IN X'GROUTED CELL ( i i itA] ; COVERED DECK 7 *6. VERT. IN GFrOUTED CELL Gi 4' G 4CRETE SLAB ONGRADE 1 W /6x6.- W2.1 X W2.1 WWF ON 6 ! VISQUEEN ON WELL COMPACTED SOIL W F -24 OPEN DECK T.E. - I6 11' - 0 ' 10' a 1/2 L WF -24 4' COIN. SLAB ONGRADE 1 1.11/6X6 - W2.I X W2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED SOIL 2' x10" WD. BEAMS 24' C.C. — (APPROX. 8 PT. SPAN) 2" x 6' P.t. LuD. BLOCKING a GARAGE SLAB 70 SUPPORT WD. SEAMS 2' x10 W. RAPIER 24' O.C. (APPROX. 10 FT. SPAN) — PROV. 2 - 16d NAILS ID EA. END MARK F.G. 0 0 0 En * * NOTE: D. 2 *5 "C' BARS 28 -1 COLUMN SCHEDULE - LEVEL 2 SIZE 4 REINFORCEMENT 11 Loki / 12'XV CONC. COL. W /4'5 03 TIES 8' O.0 f.C. F.C. CMU. Win GA. RIZ. REINF'G 16 'O.C. RT. PROV. 6 "X6' CONC. ALL CAP.W /1*5 HORIZ, PROV 1"5 VERT. 32" O.G. 1 * 5 Vert. In Grouted Cell 8 "X16" Conc. Col. UJ/ 4*5 Vert. 4 *3 Ties 'a8" S'X12' Conc. Col. W/ 4"5 Vert. 4 *3TfeagSu N Ca 4 N 8 'X12' Conc. Col. W/ 4 Vert.; 8 "X12' Conc. Col. W/ 4*5 Vert. 4 *37(eaa FOUND4T ION SCALE: 1' 1/4" 28' -10" .AN G. 110* U. 970* a a' 13' -4' PROV. 2 * 6 IN GROUTED t NEW OPENING MARK UP -24 TE -I6 DESIGN SIZE 16' X 24' 10 � OOTING SCHEDULE TYPE REINFORCEMENT 3'5 CONT. BOTTOM 2 CONT.13OtTOM 10" X16" T1- IICKENED EDGE 2*5 CONT. BOTTOM REMARKS *4 TRANSFER BAR 0 48' O.0 FAMILY ROOM 4' CONCRETE SLAB ONGRADE W /6X6 - 1U2.1 X11)2.1 WWF ON 6MM vlSQUEEN ON WELL. COMPACTED SOIL VE GE JAM 24 L - SEE DET. 4 "X4 "X1 /4" T.S. COL. W /10 "X12 "X1/2' BOTT. Fe W/4 - 5/8'0 A.B.4 10 ')12"X1/2 TOP ft? W/4 •5/8' 0 ANCHOR 5TUD5. WF -16 -1 1-/2" 1 PROV. 2 * 6 VERY. IN GROUTED CELL AT NEW OPENING JAMB. IF NOT EXISTING. 1 KITCHE 4I 28 - 8 a THIS AREA TO SUPPORT TB. BELOW FOR NEW OPENING ST UCTUFRAL SL COND FLAN SCALE :1 1 /4" la "XS" CONC. COL. U) /4"5 4*3 TIES 8" O.0 2 a a Revisions > W < E W 0 I: Fi 8 • Q od U = Z • • 3 A0A, W 0 n 1 Seal Sheet No. 1 .25.05 1ST. ISSUE 3.30.015 CITY COMM 04.04.06 1 ST ISSUE 0) a1 0 O ^ Job No. Date 11 .18.04 Scale SHOWN AR- 00015344 E co a) cC c E s co cq N I ® [7 a F.F.E +2' G 550* u 434* (N.G.V.D) 11111 1J1111 111 111IMIAI 11111 1! 1111 �� 111111 1111111111111I��I 11 �I I 2 "X 10" LEDGER W /I- 5/8'4 X 6" A.8. 16" O.G. STAGGERED. +/ -0' -0" 1 . 12 .00 (Nr.V.D.) rraiiili UJF - 2 4 2'X IV LEDGER 11/3"12 X 3/16 "m X 4' LONG GALV. SCREW TO EA. W. 6' CONCRETE SLAB ONGRADE W /6X6 - UJ2.1 X W2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED OIL G= - 110* u= 595* T.E. - 16 Eg L © 2 * 6 VERT. IN X'GROUTED CELL ( i i itA] ; COVERED DECK 7 *6. VERT. IN GFrOUTED CELL Gi 4' G 4CRETE SLAB ONGRADE 1 W /6x6.- W2.1 X W2.1 WWF ON 6 ! VISQUEEN ON WELL COMPACTED SOIL W F -24 OPEN DECK T.E. - I6 11' - 0 ' 10' a 1/2 L WF -24 4' COIN. SLAB ONGRADE 1 1.11/6X6 - W2.I X W2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED SOIL 2' x10" WD. BEAMS 24' C.C. — (APPROX. 8 PT. SPAN) 2" x 6' P.t. LuD. BLOCKING a GARAGE SLAB 70 SUPPORT WD. SEAMS 2' x10 W. RAPIER 24' O.C. (APPROX. 10 FT. SPAN) — PROV. 2 - 16d NAILS ID EA. END MARK F.G. 0 0 0 En * * NOTE: D. 2 *5 "C' BARS 28 -1 COLUMN SCHEDULE - LEVEL 2 SIZE 4 REINFORCEMENT 11 Loki / 12'XV CONC. COL. W /4'5 03 TIES 8' O.0 f.C. F.C. CMU. Win GA. RIZ. REINF'G 16 'O.C. RT. PROV. 6 "X6' CONC. ALL CAP.W /1*5 HORIZ, PROV 1"5 VERT. 32" O.G. 1 * 5 Vert. In Grouted Cell 8 "X16" Conc. Col. UJ/ 4*5 Vert. 4 *3 Ties 'a8" S'X12' Conc. Col. W/ 4"5 Vert. 4 *3TfeagSu N Ca 4 N 8 'X12' Conc. Col. W/ 4 Vert.; 8 "X12' Conc. Col. W/ 4*5 Vert. 4 *37(eaa FOUND4T ION SCALE: 1' 1/4" 28' -10" .AN G. 110* U. 970* a a' 13' -4' PROV. 2 * 6 IN GROUTED t NEW OPENING MARK UP -24 TE -I6 DESIGN SIZE 16' X 24' 10 � OOTING SCHEDULE TYPE REINFORCEMENT 3'5 CONT. BOTTOM 2 CONT.13OtTOM 10" X16" T1- IICKENED EDGE 2*5 CONT. BOTTOM REMARKS *4 TRANSFER BAR 0 48' O.0 FAMILY ROOM 4' CONCRETE SLAB ONGRADE W /6X6 - 1U2.1 X11)2.1 WWF ON 6MM vlSQUEEN ON WELL. COMPACTED SOIL VE GE JAM 24 L - SEE DET. 4 "X4 "X1 /4" T.S. COL. W /10 "X12 "X1/2' BOTT. Fe W/4 - 5/8'0 A.B.4 10 ')12"X1/2 TOP ft? W/4 •5/8' 0 ANCHOR 5TUD5. WF -16 -1 1-/2" 1 PROV. 2 * 6 VERY. IN GROUTED CELL AT NEW OPENING JAMB. IF NOT EXISTING. 1 KITCHE 4I 28 - 8 a THIS AREA TO SUPPORT TB. BELOW FOR NEW OPENING ST UCTUFRAL SL COND FLAN SCALE :1 1 /4" la "XS" CONC. COL. U) /4"5 4*3 TIES 8" O.0 2 a a Revisions > W < E W 0 I: Fi 8 • Q od U = Z • • 3 A0A, W 0 n 1 Seal Sheet No. 1 .25.05 1ST. 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A o t2: ' /41.1,. $ 1 txtot.. ,1► t.` P1 1t cO O p' \1�A� t �k'' .' • a . 1 } r - - "i4✓ • ,1 G J 4I S 3Y x 4o is *14 2 V n a,'0 2: 04' /ll r(...t'. i'�. 1rr ./ 4' ZIP- k) 1 i. ��1t,� 4.�7. �fbl�R�5Q 10 4-0 `e�% a ,'' {Or-4 sb1.:.'1D. i1`l/aiNI �•I�JS� i/C% 5 5 /A/ ?4C1A # /N45. inn .Nita V c o M1&//•1 r t.otz ■ .Q 1‹," 45,-, ( %) ` tax 4 ' � *' { a � V .t I , C 1 »_ ? r) Mt5s m :44*. '%c. ,. ii ): - I ...- ....c. -.. 1 ROOMS FOLIO. 30 FLOOD LEGEND MIAMI 5110QE5, FLORIDA 33138 D.F. AREA Additions, Remodeling, Repairs & Combination 5017 - 025 - 0040 ADDRESS: 309 NE. 99TH. STREET, LOT /UNIT: 15, 16 & 1/2 W. AL /BLDG: 40 10 PAGE. 70 SUBDIVISION • COST OF CONSTRUCTION "MIAMI SNORES SECTION ONE' PLAT BOOK: SCOPE OF WORK ADDITION & PARTIAL REMODELING OF 2,919.49 S.F. ON EXIST. RES. ADDITION- COST OF WORK: 2,919.49 S.F. SQ.FT. OF CONST. X (65 SQ.FT. TOTAL COST LIVING SPACE)$ 189,767.00 THE GOING THE RECONSTRUCTION, BEFORE SUBSTANTIALLY THE COUNTY 800 G' OF WORK: $189,767.00 Lowest Floor Elev,(including basement /sunken areas) Garage/ Storage Floor Elevation Adjacent Grade Elevation (next to the wall of the structure; EXISTING 12.00 NGVD 9.89 NGVD 9.6/ 11.20 NGVD PROPOSED 12,00 NGVD 10,24 NGVD 9.6/ 11.20 NGVD OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE IS TO BE KEPT ON THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM DATE OF WHICH THE CERTIFICATE OF COMPLETION IS ISSUED. IF ANY ADDITIONAL, REPAIR, ALTERATION, ADDITION, REMODELING OR COMBINATION THEREOF IS DONE THE CERTIFICATE OF COMPLETION IS ISSUED, OR WITHIN THE TRACKING PERIOD, IT WILL BE CONSIDERED A CONTINUANCE OF THE ABOVE WORK. IF THE PROPERTY IS DECLARED IMPROVED OR DAMAGED AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE, STRUCTURE WILL BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE MIAMI -DADE CODE. 0' - 0" = NGVD ROOMS LIVING AREA SEW. FLOW S.T. CAP. D.F. AREA 6 4,800 S.F. 600 GAL. 1,350 CAL. 857 7 5,550 S.F. 700 GAL. 1,500 GAL. 1,000 8 6,300 S.F. 800 G' . 1,650 CAL. 1, 143 PROPERTY ADDRESS 309 NE. 99TH, STREET, MIAMI 5-10RES, FLORIDA 33138 LEGAL DESCRIPTION LOT 1 * 1 THE WEST z OF LOT 17, BLOCK 40, "MIAMI SHORES SECTION ONE", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. GENERAL NOTES 1. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND ALL REGULATORY LOCAL AND GOVERNMENTAL CODES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED BEFORE PROCEEDING WITH THE WORK. 3. CONTRACTOR TO AQUIRE ALL REQUIRED PERMITS FOR THE CONSTRUCTION AND SUBSEQUENT OCCUPANCY OF THE PROJECT. 4. ALL WORK DONE UNDER THE SUPERVISION OF THE CONTRACTOR SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER AND IN ACCORDANCE WITH ALL GOVERNING AGENCIES, RULES AND REGULATIONS HAVING JURISDICTION. 5. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY MATERIALS REQUIRED TO INSTALL, SUPPORT, BRACE AND SHORE ALL BUILDING COMPONENTS. 6. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT AND UTILITIES TO BE REMOVED. REMOVALS SHALL BE COORDINATED WITH THE OWNER AND ALL BUILDING AUTHORITIES HAVING JURISDICTION. 7. CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH RED -LINED AS -BUILT DRAWINGS FOR ANY AND ALL FIELD CHANGES AND /OR ADDITIONS TO THE WORK INCLUDING IN THE DRAWINGS. 8. IF ANY CHANGES AND /OR DEVIATIONS ARE MADE TO THESE PLANS WITHOUT THE WRITTEN AUTHORIZATION OF THE ARCHITECT. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND /OR DEVIATIONS. 9. IF DURING THE COURSE OF CONSTRUCTION ANY DEVIATIONS ARE MADE AT THE FIELD, AGAIN, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR SUCH CHANGES AND DEVIATIONS. 10. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR DESIGN CONFORMANCE ONLY. 11. SUBSTITUTIONS MUST BE REVIEWED AND APPROVED BY THE ARCHITECT OR ENGINEERS. 12. CONTRACTOR OR SUB- CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING HIS OPERATION AND ANY DAMAGE TO HIS WORK WHILE PROJECT IS UNDER CONSTRUCTION. 13. ALL DESIGNS AND DRAWINGS HEREIN AND PRINTS ISSUED BY THE ARCHITECT ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE REUSED ON ANY OTHER LOCATION EXCEPT WHERE THE ONE FOR WHICH THEY WERE EXPRESSLY DESIGNED F THESE DRAWINGS OR ANY PART THERE OF IS REPRODUCED WITHOUT THE CONSENT OF THE ARCHITECT, THE PERSON SO DOING WILL BE INDEBTED TO ARCHITECT FOR HIS FULL COMMISSION. NEW CONST. LEGEND: WALLS TO BE DEMOLISHED EXISTING MASONRY WALL TO REMAIN UNLESS NOTED OTHERWISE lllilillli NEW MASONRY WALL: 8" CONC. BLOCK W /i" STUCCO (EXT.) AND i" GYP. WALL BD OVER 1X2 P.T. FURRING AND R -3 INSUL. BTW, EXISTING PARTITION WALL TO REMAIN UNLESS NOTED OTHERWISE NEW PARTITION: 1 5/8 "X 3 5/8" MTL. ST. FRAME PARTITION 24" 0/0 W/ 1/2" GYPSUM BOARD EACH SIDE W/ TYPE "S" DRYWALL SCREW 8" 0.C. © PERIM. 12" © FIELD E EXISTING TO REMAIN RM TO BE REMOVED RP TO BE REPLACED EXISTING DOOR TO REMAIN n NEW DOOR. SEE SCHDULE FOR DIM. SYIV DWG. DET. NUMBER CROSS SECTION PARTIAL SECTION INTERIOR ELEVATION DRAWING DETAIL DOOR MARK BOLS: 1 FLOOR PLAN SCALE: I" = 1 -0" 0 • DEMO KEY 202 DRAWING NUMBER SHEET WHERE DRAWN DRAWING LETTER SHEET WHERE DRAWN ELEVATION NUMBER & DIRECTION DRAWING NUMBER SHEET WHERE DRAWN WINDOW MARK 0 DRAWING TITTLE DRAWING SCALE SCOPE OF WORK: ADDITION OF 2,919.49 S.F. & PARTIAL REMODELING ON EXISTING RESIDENCE. RES. UP -GRADE SCOPE (PER SECTION 3401.8.2.3): MUST PROVIDE THE FOLLOWING: a) TIE DOWNS AT ALL CORNET OF BUILDING b) ROOF ANCHORAGE c) PERMANENT ROOF BRACING AT ALL GLABLE ENDS d) G.F.C.I. OUTLETS REQUIRED BY THE CODE e) SMOKE DETECTORS f) IMPACT RESISTANCE DEVICES g) THE ARCHITEC WILL PRIVIDE AN INSPECTION REPORT SECURITY AND FORCED ENTRY PREVENTION GENERAL REQUIREMENTS 1026. APPLICATION: (A) THE REQUIREMENTS OF THIS SECTION SHALL APPLY TO ALL BUILDINGS AND STRUCTURES SUBJECT TO COMPLIANCE WITH THIS CHAPTER. (B) SUCH BUILDINGS AND STRUCTURES SHALL ALSO COMPLY WITH THE REQUIREMENTS FOR THE SPECIFIC GROUP OF OCCUPANCY SET FOURTH IN SECTION 1026. 1026 DOORS AND DOOR LOCKS: (A) GENERAL: AS REQUIRED BY OCCUPANCY IN 1026, THE FOLLOWING PROVISIONS SHALL BE APPLICABLE: (1) EXTERIOR EXIT DOORS, IF OPERABLE FROM EXTERIOR, SHALL HAVE AT LEAST ONE LOCK THAT IS KEY - OPERATED FROM THE EXTERIOR. (2) LOCKS ON EXTERIOR DOORS SHALL BE A MINIMUM OF 6,000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. (3) DEAD BOLTS ON EXTERIOR DOORS: OR IMPLICATIONS HOWEVER BRIEF, MEANS THE CONTRACTOR SHALL PROVIDE AND INSTALL (5) (AA) EXTERIOR DOORS SERVING AS PRIMARY MEANS OF EGRESS SHALL BE EQUIPPED WITH A COMBINATION DEAD LATCH AND DEAD BOLT DEVICE WHICH SHALL COMPLY WITH 1026 (BB) WHERE ONLY A LATCH SET IS SPECIFIED FOR EXTERIOR DOORS NOT SERVING AS A COMPONENT OF A REQUIRED PATH OF EGRESS, EITHER A COMBINATION DEAD LATCH AND DEAD BOLT LOCKSET OR AN AUXILIARY DEAD BOLT SHALL BE PROVIDED, AND THE DEVICE USED SHALL COMPLY WITH FBC. 2001 (4) DEAD BOLTS SHALL BE HARDENED OR CONTAIN INSERTS. ALTERNATIVE DEVICES PROVIDING EQUIVALENT RESISTANCE TO ILLEGAL ENTR, SUCH AS BUT NOT LIMITED TO, COMBINATION LOCKS MAY BE SUBSTITUTED SUBJECT TO APPROVAL BY THE BUILDING OFFICIAL WHERE SUCH DEVICES COMPLY WITH F.B.0 2001. AND THE RESISTANCE STANDARDS SET FORTH IN SUBSECTION F.B.C. 2001 (6) LOCKS ON DOORS, WHERE SUCH LOCKS ARE REQUIRED TO BE INTRUSION AND BURGLAR RESISTANT SHALL BE CAPABLE OF RESISTING A FORCE OF 300 POUNDS APPLIED IN ANY MOVABLE DIRECTION AND OTHERWISE IN ACCORDANCE WITH THE RESISTANCE STANDARDS SET FOURTH IN SUBSECTION F.B.C.2001 (7) DEAD BOLTS SHALL HAVE A BEVELLED, HARDENED CYLINDER GUARD ON THE EXTERIOR SIDE OF DOOR. (C) EXTERIOR WINDOWS: (1) EXTERIOR WINDOWS SHALL BE LOCKED WITH DEVICE ON THE INSIDE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN AN OPERABLE DIRECTION UNLESS THE WINDOW OPENING IS PROTECTED BY OTHER INTRUSION SECURITY DEVICES AS SET FORTH HEREIN, OR AN APPROVED EQUIVALENT. (2) EXTERIOR WINDOWS USED AS MEANS OF ESCAPE SHALL ALSO COMPLY WITH SECTION 3111. (0) COMPONENTS OTHER THAN LOCKS SHALL COMPLY IN DESIGN OR INSTALLATION AS FOLLOWS: (1) HINGES, WITH HINGE PINS EXPOSED TO THE OUTSIDE, OF ALL EXTERIOR DOORS, OPERABLE WINDOWS, TRANSOMS, SKYLIGHTS AND ACCESS SCUTTLES SHALL HAVE NONREMOVABLE PINS, CR SHALL BE OF INTERLOCKING -STUD TYPE AND SUCH HINGES SHALL HAVE NONEXPOSED SCREWS. (2) JAMBS OF ALL EXTERIOR OFFSET -TYPE INSWINGING DOORS SHALL BE RABBETED, OR OF SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LATCHES. (3) (AA) WOOD JAMBS SHALL BE SECURED AT A MINIMUM OF POINTS 6 OF ANCHORING PER (BB) SUB -BUCKS SHALL BE OF PRESSURE- MATERIAL AT LEAST 2 INCHES NOMINAL THICKNESS, AND SECURED IN AT LEAST 6 POINTS ON EACH LEG WITH 3 INCH OR EQUIVALENT FASTENERS. (CC) JAMBS SHALL BE PROVIDED WITH APPROVED REINFORCING STRIKES INSTALLED WITH SCREWS AT LEAST 3 INCHES IN LENGTH. SCREWS SHALL PENETRATE SUB -BUCKS TO A DEPTH OF AT LEAST 1 INCH. (E) DOORS TO EXTERIOR FROM AREAS REQUIRING SECURITY: DOORS TO EXTERIOR FROM AREAS REQUIRING SECURITY SHALL MEET THE FOLLOWING REQUIREMENTS: (1) WOOD DOORS: WHERE WOOD DOORS ARE PERMITTED BY THIS CODE, THE DESIGN AND CONSTRUCTION SHALL BE AS FOLLOWS: (AA) SWINGING DOORS, WHERE OF SOLID CORE, FLUSH CONSTRUCTION, SHALL NOT BE LESS THAN 1 3/8 INCHES IN THICKNESS. (BB) SOLID CORES OF PARTICLE WOOD SHALL NOT BE PERM ITTED. 3604.6 GROUP 1 OCCUPANCIES: (A) BUILDINGS OF GROUP 1 OCCUPANCY SHALL BE PROVIDED WITH INTRUSION AND BURGLARY SECURITY DEVICES AS SET FOURTH IN SECTION 1026 AND AS FOLLOWS: (B) (1) SWINGING EXTERIOR DOORS AND DOORS CONNECTING GARAGE AREAS WITH LIVING AREAS SHALL COMPLY WITH PARAGRAPH 1026 (E) HEREIN AND SHALL BE SECURED WITH A LATCH AND A SINGLE DEAD BOLT WITH ONE- INCH MINIMUM THROW, OR A COMBINATION DEADLATCH AND DEAD BOLT SET AS PROVIDED IN PARAGRAPH 1026 (2) MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS COMPLYING WITH PARAGRAPH 1026. CLOSET & BATH DOOR LOCKS EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 2001 NFPA 21 -2.4.3 EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED. 2001 NFPA 21 -2.4.4 SEWAGE FLOW TOT. BLDG. AREA TOTAL EXIST. . (NOT INCL. GARAGE) TOTAL ADD. FIRST FLOOR. . ( NOT INCL. GARAGE) TOTAL ADD. SECOND FLOOR. TOTAL CONST. INCL. ADD. - 5 BDRMS. (A /C ONLY) TOTAL SEWAGE FLOW CHART: FIXT. UNIT % -FOR TOT. OF 31 F.U.: 420 S.F. DRAIN F, (42 %) = 13 F.U. TO EXIST. SEPTIC TANK 5'. ■ S.F. DRAIN F. 58% = 18 F.U. TO NEW SEPTIC TANK NEW AREA TO BE ADDED (2,919.49SF) (INCL. GAR /STO.) 0 r i too. D ate: �/ `• ^3 Miami -Uai e C.cur RealthDepaltrrAt. \ 3"S.S. TO - + EX15 1. -3" -t1 NE 2 r ONE STORY3 RESIDENCE #-30-9 F.F.E.= 12.00' EXIS . 150 PANEL "B" 3 N l 3L2W. -C.6. XIST. RES.= 1 BTHRM G'OUP + 2 K. S. + 6 F.U. FROM ADD.= 13 F EXIST. ARE, 2,167 S.F. 900 L. 420 S.F. D.F. B.B.L. 2,167.00 S.F. 1,193.50 S.F. 1,448.97 S.F 4,805.50 S.F. S S.F. PROPOSED: 5 BD -RMS, 4.805.50 S.F. 600 GAL., 21650 GAL. (2x1050) S.T. 991 S.F 2 N D . FLT` 1,449 S.F. 1. PE 577 S. 1 ST. H. 616.5 S.F. AFEIA 3Tr�LI 1 SLT" 1' r � ` _� I L O T 1\ }3C °� S v • EXIST. RES. 2,167 (W /0 GAR.) 3AC. ITENC N F S SCALE: 1 ': 3/32" W 3C L SER E RIB NEW PO PUMP L O Ln 18' -1 >' CHICAGO BRICK NEW U.G. SERV, r DRIVEWAY SEE DET. ELECT. SUB. TO CORD. W /FPL. 28' -10'x, COMPACTED B.B.L. SEPTIC TANK CALCS: NEW 1200 GAL S.T. FOR "A /C" ADD. ONLY; 2,642.5 SF. = 1200 GAL. 580 SF. D. FIELD. (W /0 GARAGE, STORAGE) (3 BED- 1.5 BATH ONLY) MSTR. BTHRM =11 F.U. 0.5 BTH. GROUP = 7 F.U. GRAND TOTAL =18 F.U. 10" X 12" CONC. EDGE WITH 1 # 4 CONT. 5' / CHICAGO BRICK 11111 1 - IUII - 111111 - _N1111=11111 III - IiIIN= , A- 111111 _III-IIMI _IIII�III IIIIII -III `UNDISTURBED SOIL DRIVE WAY DETAIL N.S.T. AREA CALCULATIONS LOT AREA (125.00' x 115.00') LOT COVERAGE EXIST. AREA: (INC. EXIST. GAR.) ADDITION FIRST FLOOR (LOT.) TOTAL LOT. COV .(EXIST. &ADDITION) NET BLDG. AREA TOTAL EXIST. . ( INCL.100% GARAGE) TOTAL ADD. FIRST FLOOR. . ( INCL. 100% GARAGE) TOTAL ADD. SECOND FLOOR. TOTAL CONST. INCL. ADD. ( 100% GARAGE) GROSS 14,375.00 S.F. 2,835.85 S.F. 1,678.68 S.F. 4,514.53 S.F. 2,784.19 S.F. 1,470.52 S.F. 1,448.97 S.F. 5,703.68 S.F. €XIST TREE O EXISTING DRAIN FIELD. 420 S.F. (10x42 FT.) S.T. SURROUNDING AREA =1,062 S.F. (20x56 FT., 125.00' 3" 29' -1' NEW 580 S.F. OI (29FTx2OFT.) D.F. 1,158 S.F. --=(f5r SORROUND'G AREA ( NI I (approx. 55x21 FT.) -W. 40" C WALL 1 25.0 0 B.B.L. N.E. 99TH. STREET 20' A PAVEMENT 12 13 SUBJECT PROPERTY 11 14 EXISTING SERVICE ALLEY. C SEP C TANK NOTE: THE E ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. 10 1 9 N.E. 99TH. STREET SCALE: N.T.S. EXIST. W.M. 7 LOCATIO\ EXIST. 1,050 SEPTIC TANK REMAIN 18' 14,95' 14.95' Ln -1 7 18 MAP z z O O LC 6 19 GpL. Td B.B.L Revisions 1 .25.05 1ST. ISSUE 2.24.05 CITY COMN 3.30.05 CITY COMN 4.14.05 CITY COMN 4.25.05 CITY COMM 5.13.05 HRS. COMM /7\06.15.05 DOH. COMM / /8\06.22.05 DOH. COMM L 1 06.30 05 DOH. COMM U z W 0 cn w cn X W LL 0 Z O D 0 V C C 5 a� a E 1- a 0 W 0 as I:. E Q Q U re Z Q . 3 V W W cc r-- 0 ) C7 O H Lt_ O)u) W W II z O g c) 0) O c c co L O C Job No. Date 10.18.04 Scale SHOWN Seal AR- 00015344 Sheet No. A-O • EXIST. -L © ®R FLAN SCALE:' = 1 /4" DEMOLITION NOTES: O GENERAL CONTRACTOR SHALL VISIT THE SITE E FAMILIARIZE HIS /HERSELF W/ ALL EXIST. CONDITIONS to THE JOBSITE, 4 ALSO, COORDINATE W/ APPROVED PLANS 4 W/ ARCHITECT ABOUT WORK TO BE DONE. \--1-J ALL AREAS ADJACENT TO DEMO/ REMOVED WORK SHALL BE LEFT IN SUCH A CONDiTION- EQUAL TO THAT OF ADJACENT AREAS -, READY TO APPLY FINISH. ® THE WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS, CUTTING , EXTENDING, CONNECTING, REPAIRING , ADAPTING , AND OTHER WORK COINCIDENTAL HERETO, TOGETHER WITH TEMPORARY INSTALLATIONS A5 MAY BE NECESSARY TO SATSFY THE DEMOLITION PROGRAM. APPROVAL SHALL BE SECURED FROM THE ARCHITECT PRIOR TO GUTTING /DRILLING ANY STRUCTURAL SUPPORT. ® ALL BUILDING CONSTRUCTION AFFECTED BY THE REMOVAL , RELOCATION , INSTALLATION OF ANY PIECE OF EQU PMENT SMALL BE REPAIRED AND FINISHED AS REQUIRED TO MATCH EXISTING CONDITIONS OR AS DIRECTED BY ARCHITECTURAL DRAWINGS , SPECIFICATIONS, CR OWNER'S REPRESENTATIVE, ® ALL MATERIAL REMOVED SHALL BE DISPOSED CF A5 DIRECTED BY OWNER ® ALL PLUMBING FIXTURES TO BE REMOVED 4 DISPOSED AS DIRECTED BY OWNER. O ALL WATER SEWER LINES TO BE CAPPED 4 ABANDONED, OR SHOULD BE LEFT READY TO BE CONNECTED TO FUTURE INSTALLATION. SEE PLUMBING PLAN FOR CONTINUATION. ® ALL A/C COND. DUCTS 4 ELECTRICAL CONNECTIONS TO BE DISCONNECTED AND PREPARED FOR CONNECTION s NEW EQUIPMENT LOCATION. SEE MECHANICAL PLANS FOR MORE INFO. J NEW CONST. LEGEND: WALLS 70 BE DEMOLISI -»ED EXISTING MASONRY WALL TO REMAIN UNLESS NOTED OTHERWISE NEW MASONRY WALL: 8" CONC. BLOCK W / STUCCO (EX7.) AND 5 /a" GYP. WALL BD. OVER 1X2 P.T. FURRING AND R -5 INSUL. BTW. EXISTING PARTITION WALL TO REMAIN UNLESS NOTED OTHERWISE NEW PARTITION: 1 5/8 "X 3 5/8' MTL. 5T. FRAME PARTITION 24" O/C W/ 1/2" GYPSUM BOARD EACH SIDE W/ TYPE "5" DRYWALL SCREW 8" o.c. 'w PERIM. 12' a FIELD OR USE 2x4 '.UD. STUDS (U.N.0) J�. EXIST'NG TO RE1"IAIN RM TO BE REMOVED RP TO BE REPLACED EXISTING DOOR TO REMAIN h NEW DOOR. SEE SCHDULE FOR D[M. ]1 1 W U z w cf) CC • X F a w � O z 0 0 0 Revisions 0) c c 0 0 Job No. Date 11.18.04 Scale SHOWN 0 N 3 c O 0 ln co co Seal AR- 00015344 Sheet No. A -1 a w 2 ca . a. L C co Revisions e 1 .25.05 1ST. ISSUE 0 © CITY COMM 0 HIGH 0 w 0 z W 0 MTL. (/ J W REMARKS EXITS. NEW 0 1 3' -0' 8' -0' 1 3/4' FR ALUM. ALUM. EXTERIOR SEE N.O.A. ATTCH'D 0 1 Job No. Date 11 .18.04 Scale SHOWN —� WD. I 03.3/, Seal AR- 00015344 Sheet No. A-2 I- DOOR SCHEDULE MARK UN WIDE HIGH THICK TYPE MTL. T'HOLD REMARKS EXITS. NEW 0 1 3' -0' 8' -0' 1 3/4' FR ALUM. ALUM. EXTERIOR SEE N.O.A. ATTCH'D 0 1 2' -6' 68' 11/4' S.C. WD. - INTERIOR 0 8 3'0' 8' -0' 11/4' SC WD. - INTERIOR 0 1 2' -0' 6'8' 1/2' FRAMELESS GLASS ALUM. TEMP. SAFETY. GL. CAT. II. O 1 3' -0' 6' -8' 1 I/4' H.C. WD. - INTERIOR 0 I 1' -1 0' 8' - 0' 1 I/4' SG• WO. INTERIOR 0 1 4'0' 8-0' 1 5/8' SC STL. - 1 HR FR 'C' LAE3EL W/ CLOSET 0 1 16'0' 1 - '6' 1 5/8' OVERHEAD STL. - GARAGE -ELEC -DOOR SEE N.O.A. ATTACHED O 1 20' - 0' 8' 1 3/4' SLD. ALUM. - SEE N_OA. ATTACHED 0 1 2 -3'-0' 8-0' 1 3/4' FRENCH ALUM. WD. INTERIOR 1 1 2' -6 8' -0' 1/2' FRAMELESS GLASS - TEMP. SAFETY. GL. CAT. II. 12 I 2' -0' 8' -0' 1 1/4' S,C. WD. - INTERIOR 13 2 -2' -0' 8-0' 1 1/4' S.G. LUD. - INTERIOR 14 2 2 -3' -0' 8' -0' 1 3/4' FR ALUM. ALUM. EXTERIOR SEE N.OA. ATTCH'D CU -2 9' -S 1/2' 8' -8 1/2" GARAGE LAUNDR F.F.E= - / -O' -a" + 1 2.00 (NC.V 5" 3' -1O' Wel low -, GR I L L COVERED DECK L KEY NOTES: ED NEW ILNDOW'S ON EXIST. CMU. CONT. TO PROV. I x 4 PT. WD. BUCKS ACCD'G. TO WDW' -N.OA. 0 BLOCK WDW- OPN'G. W /8' CMU. ® CLOSET INT. SY OWNER ® PLUMB'G. FIXT, CAB, ACCESS. BY OWNER ® LAUNDRY'S Eau., FIXT 4 CAB. BY OWNER © WD. TRELLIS SEE DET. SH. 5 -2 0 CONC. STEPS. SEE DET. ® SEARING PART. SEE NOTE ON STRUCT. DWG. ® ALL EXIST. WDL)S. TO BE REPLACED W/ IMPACT. SEE ELEV. F.V. DIM. (TYP.) 10 NEW KITCHEN CAB. 4 COUNTER BY OWNER 1 GRILL, CAB, CTR_ BY OWNER 12 6' CMU RAILING WALL TO WITHSTAND 400* KINETIC TEST 6 42' h. 4 50 " / LF SPREAD LOAD PER FBC- 1611. 4. 6. 3 I3 RAILING TO MATCH STAIRS. STAIR/RL'CC. MFR TO SUBMIT 5.4 5. SHOP DWGS. FOR CITY APPROVAL. RL'G. TO COMPLY W/FBC 1611. 4. 6. 3. OPEN DECK FAMILY ROOM NG /DIN NCB R001" 1 REF %'". F R Z 5REAKPAST 4=4 ENTRY PORCI= 5EROOM 2 5ATNROOM 5E1DROOM I e Mt 3' -8" ( STO. ; 10'-0 1 6 0 CHICAGO E DI I VEUJAY 28' -i0" 1ST. F LOOK LAN SC4LE:1' = 1/4" 24' -4' T -9" 5 -1" 8' -4' WINE CELLAR PRO ) - . OP E3ALCONY AE5V. NEW CONST. LEGEND: WALLS TO BE DEMOLISHED EXISTING MASONRY WALL TO REMAIN UNLESS NOTED OTHERWISE NEW MASONRY WALL: 8' CONC. BLOCK W/ STUCCO (EXT.) AND % GYP. WALL BD. OVER 1X2 P.T. FURRING AND R -5 fNSUL. STW. EXISTING PARTITION WALL TO REMAIN UNLESS NOTED OTHERWISE NEW PARTITION: 1 5/8'X 3 5/8' MTL. ST. FRAME PARTITION 24' O/C W/ 1/2' GYPSUM BOARD EACH SIDE W/ TYPE '5' DRYWALL SCREW 8' O.C. to PERIM. 12' g FIELD OR USE 2x4 WD. STUDS (UN.0) r EXISTING TO REMAIN TO BE REMOVED TO SE REPLACED EXISTING DOOR TO REMAIN NEW DOOR_ SEE SCHDULE FOR DIM. u_ F INCL. N.O.A. ATTACHED DOOR SCI.4EDULE MARK WIDE HIGH THICK TYPE MTL. T'HOLD REMARKS EXITS NEW O 1 1 3' -0' 8' -0' 1 3/4' FRENCH ALUM. ALUM EXTERIOR SEE NOA AT1CH'D 0 I 2' -6' 6'8' I V4' B.G. WD. — INTERIOR 0 8 3'0' 8' -0' 1 V4' S WD. — INTERIOR 0 1 2'-0' 6'0' 1/2' FRAMELESS 51.A88 ALUM. TEMP. SAFELY. C. CAT. II. 0 1 3'-0' 6'-8' 11/4' H.C. WO. — INTERIOR O 1 I'-10' 8' -0' 11/4' SG WD• — INTERIOR 0 1 4'0' 8' -0' I 3/8' S OIL. — I HR FR 'C' LASEL W/ CLOSET 0 1 16'0' 1-'6' 13/8' OVERHEAD 81L, SEE GARAGE- - DA ATTACHED CHED 0 1 20' -0' S 13/4' SLD. ALUM — SEE N.OA ATTACHED 1D 1 2-3'- 8' -0' 1 3/4' FRENCH ALUM WO. iNTERfOR 11 2 2' -6' 8' -0' I/2' FRAMELESS GLA88 — TEMP. SAFETY. GL. CAT. II. 12 1 2' -0' e' -0' 1 V4' S.C. u., — INTERIOR 13 1 2 -2' -0' 8' -0' 1 V4' B.G. WD. — INTERIOR 14 2 2 -3' -0' 8' -0' 1 3/4' Fr.ztNCH ALUM. ALUM. EXTERIOR SEE N.OA ATTCH'D CU- CU �s- �n �'a1'JII * 1� N SAL 41 -1" ISLAND Li a a SCALE:1 1/4' MASTER BEDROOM 13 MASTER ® BAT1-1IROOM e' -m 1/2" ( 28' -2 2T-6" -6" ■ WALK- N- CLOSET. ( Y OWNER) PART. SEE CONST. LEGEND 51-1. A -2 b SEAT. 0 � 5' 5' -1 (D) ® E4CE -6" 1 1/8' F.T. 1/8' F.T. OP OPEN TO BELOW N DECK fi NEUJ SEATINC1 AREA I � M OP NDE eK SIDE rAELE LU/NIIBROW EENC14 KEY NOTES: �l NEW WINDOWS ON EXIST. CMU. CONT. TO PROP. 1 x 4 PT. WD. BUCKS ACCD'G. 70 WDW' - N.O.A. ® BLOCK WDW OPN'G. W /8" GIN 0 CLOSET INT. BY OWNER ®1 LUMB'G. FIXT, CAB, ACCESS. BY OWNER ® LAUNDRY'S EQU., FIXT e CAB. BY OWNER ® WD. TRELLIS SEE DIET. SR S - 2 ® CONC. STEPS. SEE DET. ® BEARING PART. SEE NOTE ON STRUCT. DWG. 0 ALL EXIST. WDWS. TO SE REPLACED W/ IMPACT. SEE ELEV. F.Y. DIM. (TYP.) 10 NEW KITCHEN CA1B. COUNTER BY OWNER 11 GRILL, CAB, CTR. BY OWNER 12 RAILING UUALL TO WITHSTAND 400° KINETIC TEST 42' r1. 4 50 # / LF SPREAD LOAD PER FBC- 1611. 4. 6. 3 13 RAILING TO MATCH STAIRS. STAIR /RL'G. MFR. TO SUBMIT 5,4 S. SOP DWGS. FOR CITY APPROVAL. RL'G. TO COMPLY UJ /FBC 1611. 4. 6. 3. J 4 ' INCL. N.OA ATTACHED Revisions 1 .31 .05 1ST. ISSUE[ w U z w 0 w u) � rn X F-cDQ: � wo z � co z 0 0 0 C O 5 < E p a V Iw W 0 j C . t t cd ft Z C << . 9 ! 3 CI m c c E2 0 Job No. Date 1t18.04 Scale SHOWN Seal AR- 00015344 Sheet No. A-3 UJINDOUJ SCI-4EDULE MARK WINDOUJ TYPE SIDE TYPE OF GLASS REMARKS QTY NOTES O ALUM- SINGLE HUNG 2- 45'11/x65'H LT. TINTED HURRICANE SHUTTER5 TO BE PROVIDED 2 UNITS O ALUM. SINGLE HUNG 36'Wx65'H LT. TINTED HURRICANE SHUTTERS TO BE PROVIDED 5 UNITS 10 0 ALUM. SINGLE HUNG 36'Wx22'H LT. TIMED HURRICANE SHUTTERS t0 BE PROVIDED 1 UNIT -56.3 O ALUM. FIXED WINDOW 36'Wx68'H LT. TINTED HURRICANE SHUTTERS TO BE PROVIDED 1 UNIT 44.9 WIND LOADS ON COMPONENTS TRIBUTARY AREA WALL AREAS ZONES POS NEGATIVE WI 419,5 4 5 - ( ff) (Psf) (psf) 10 4 5.1 -48.9 -60.4 20 43.1 46.9 -56.3 30 41.9 45.7 -54 40 41 44.9 -52.3 50 40.4 -44.2 -51 60 , 39.9 -43.7 -49 9 80 _ . 39 -42.8 -48. 120 . - - 38.3 41.8 48.1 T.O.B.= *2!'-'!" + 33' -W' (N.G -V.D.) - « 10' -3' (N.G.V.D. 22' -II" (N.G.V.D.) 7sk S.N. LUDW 45 "x 68' OUST. (TYP. OF 4) Immo 111 ALUM. MULLION N.0A" 02- 0101.11 EXP. 06/2S/06 / (5EE N.OA. ATTACHED) No. 02-0102.04 ALLOW: ±50.0 " No. 02- 0102.0 - - - - - - ALLOW:- t -50.0- ,,,SST El EV4TION SC4 E :1' s 1/ T.O.13= +9' -0' + 2100' (N.G.V.D.) + 12' -0" (N- G.V.D.) ' i k 3' - 9' SCALE: l' v 1// 41.9* -45.1" 21.2 5.F. 43-1* -56.3* 11.0 5F. \(5EE N.O.A. ATTACHED) No. 02-0102.04 ADDITION EAST ELEVATION (5EE N.O.A. ATTACHED) No. 02- 0102.04 ALLOW: t50.0 " 43.1" -46.9* 1T0 5.F. 3' -0° sins Nasal 111 ...• (B) 45.1" - 48.9* 9.4 5F. S.N. WDW 31'x 68' OUST. 43.1* -46.9" 11.0 5F. ` - - (5EE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: ±50.0 " EXISTING RESIDENCE EMI 111 IP NOTE: FIE VERIFY ALL DIMENSIONS BEFORE FABRICATION 43.1" -46.9" 11.0 5F. C ?E N ati A t CHED 43-I" -46.9" 11.0 5F. (5EE N.O.A. ATTAGHED)i No. 02-0702.04 A' 1 T T " 3' -0" KD) 43.1" - Oro -9" 11.0 5F. Ca) EXISTING RESIDENCE 41.9" - 45.1" 35.8 5F. 3'x8' FIXED ALUM. WINDOW IMPACT \ ALUM. FIXED WINDOW _ (N.O.A. No. 02- 0101.01) ALLOW± 0* 1 3' -0" UP 1111 nun 39.9" -431° 50.1 5F. (B> 43.1" -46.9" 11.0 5F. ADDITION T.O.B. +19' -11" + 3I'-11' (N.G.VD.) T.O.B.= +9' -6" pia+ 21' -6' (N.G.V.D.) +/ -0' -0" - 4" 3' -0" ( e> + 12' -0' (N.G.V.D.) 39.9" -49.9° 50.1 S.F. T.o.E.= +21' -l1' + 33'-1' N.G.V.D.) ALUM. FRENCH DOOR- IM (N.O.A. No. 02- 0101 -12) ALLOW± 15.0" (SEE N.O.A. ATTACHED) No. 02-0 ALLOW: ±50.0 T.O.B. _ «10 + 22' -11' Revisions 1 25 05 1ST ISSUE W U z w 0 cn w F-: u) X p W � u_ 0� z 0 0 0 v c 5 0 C E a 2 W O °' CC o I Q Z C Q Q " ° 1 3 N 0 o 0) 0 C co 0 O . L 1 UO Job No. Date 10/04/04 Scale SHOWN Seal AR- 00015344 Sheet No. A -4 UJINDOUJ SCHEDULE MARK WINDOW TYPE SIDE TYPE OF GLASS REMARKS CrY NOTES O ALUM. SINGLE HUNG 2-45%)x68'1-1 LT. TINTED HURRICANE SHUTTERS TO BE PROVIDED 2 UNITS O HURRICANE ALUM. SINGLE HUNG 36'Wx68'1-4 Lt. TINTED SPUTTERS TO BE PROVIDED 8 UNITS O ALUM. SINGLE HUNG 36'Wx22' 4 LT. TINTED HURRICANE SHUTTERS TO BE PROVIDED 1 UNIT O ALUM. FIXED WINDOW 36%14(68'H LT. TINTED HURRICANE SHUTTERS TO BE PROVIDED 1 UNIT T.O.B. + 21' - 0' (N.G.V.D.) T.O.B.: +21'-11' + 33' -11' (N.G.V.D.) T.O.B.: +10' -11' + 22' -I1' (N.G.V.D.) T.O.B.: +9' - + 21' -6' (N.G.V.D.) FF.E.: +/-0' -0' + 12' -0" (N.G.V.D.) FF.E. GARAGE. + !0' -3' (N.G.VD.) � I II 77 I I f , I�J I I 17P ALL)I MULLION N O.A" 02-0701.11 EP. 06/28/06 (5EE N.O.A. ATTAC No. 02-0702.04 ALLOW: t50.0 " (SEE N.O.A. ATTACHED) No. 02-0 ALLOW: 150.0 NOTI I EI. V4TFQN • SCAL =:1' = 1/4 ALUM. MU N.OA" 02 EXP. 06/ (5EE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: ± " ADDITION ALUM. MULLION EXP. 06/25/06 (5EE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: ±50.0 UM. MULLION N.O.A." 02-0101.11 EXP. 06/2806 45.1" -4a9. 5.53 5F. WINDOW (2) 5H -22 :In am LION 0101.11 EXISTING RESIDENCE N.O.A. No. 01- 0516.10 N EXPIRED+ - 09/30/06 SOUTI 1 LEvAT[QN SCALE:1 1/4" (SEE N.O.A. ATTACHED) No. 02-0702.04 ALLOW: ±50.0 " (5EE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: ± " ALUM. MULLION N.O.A." 02- 0101.11 EXP. 06/28/06 (SEE N.O.A. ATTACHED) No. 02-0 ALLOW: 150.0 " 43.* -46.9" 11.0 SF. 43.1" -46.9" 11.0 F. (SEE N.O.A. ATTACHED) No. 02-0702.04 ALLOW: 1500 () 43.1" 110 S.F. I I1 S.N. ...1.0 1.1.1 31 "x 68 CUST. (T) (5EE N.O.A. ATTACHED) No. 02- 0102.04 ALLOW: 1500 " + 31' - I I' (N.G.V.D.) T.O.B. « 1 9 1 - 1 1 ' + 31'- 11'(N.Cs.V.D.) EXISTING RESIDENCE 41.0" - 44.9° 32.0 5.F, EACH 43.1" -46.9" 11.0 5.F. (SEE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: 1500 " (SEE N.O.A. ATTACHED) No. 00-062E3.11 ALLOW: t 60 ADDITION 43.1" 14.61 SF r ALUM MULLION N.OA. 02-0701.11 FXP. c0; (SEE N.OA. ATTACHED) No. 02-0102.04 ALLOW: ±50.0 38.3" -41.8 118.3 SF 43.'" -46.9" 11.0 SF. I n rim ALUN. 0. H. GAR. DOOR (N.O.A." 00- 12 ALLOW: +46.6 ", -52.0" (SEE N.O.A. ATTACHED) No. 02 -0 ALLOW: ±5V0 43 ∎" -46.9" 11.0 S.F. 6 i, S.H. WDW 45'x 68' GUST. (TYP. OF 4) 4 7 T.O.B.= «211-I1' r « 33' -11' (N.G.v.D.) T.O.B.= +i0 - « (N.G.V F.F.E.= + 10' -3" (N.G.V.D.) T.O.B: +9' -0' « 21' -0' (N.G.V.D.) + 12' -0" (N.G.V.D.) Revisions T ISSUE 01 25 05 D w U z w 0 cc x o w � O z 0 0 0 co co � CO =o 0 LL W L W Zo 0) 0) 0- Q 0) C 0 0 0 C Job No. Date 11.18.04 Scale SHOWN Seal AR- 00015344 Sheet No. A-5 I w II u l T.O.B. + 21' - 0' (N.G.V.D.) T.O.B.: +21'-11' + 33' -11' (N.G.V.D.) T.O.B.: +10' -11' + 22' -I1' (N.G.V.D.) T.O.B.: +9' - + 21' -6' (N.G.V.D.) FF.E.: +/-0' -0' + 12' -0" (N.G.V.D.) FF.E. GARAGE. + !0' -3' (N.G.VD.) � I II 77 I I f , I�J I I 17P ALL)I MULLION N O.A" 02-0701.11 EP. 06/28/06 (5EE N.O.A. ATTAC No. 02-0702.04 ALLOW: t50.0 " (SEE N.O.A. ATTACHED) No. 02-0 ALLOW: 150.0 NOTI I EI. V4TFQN • SCAL =:1' = 1/4 ALUM. MU N.OA" 02 EXP. 06/ (5EE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: ± " ADDITION ALUM. MULLION EXP. 06/25/06 (5EE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: ±50.0 UM. MULLION N.O.A." 02-0101.11 EXP. 06/2806 45.1" -4a9. 5.53 5F. WINDOW (2) 5H -22 :In am LION 0101.11 EXISTING RESIDENCE N.O.A. No. 01- 0516.10 N EXPIRED+ - 09/30/06 SOUTI 1 LEvAT[QN SCALE:1 1/4" (SEE N.O.A. ATTACHED) No. 02-0702.04 ALLOW: ±50.0 " (5EE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: ± " ALUM. MULLION N.O.A." 02- 0101.11 EXP. 06/28/06 (SEE N.O.A. ATTACHED) No. 02-0 ALLOW: 150.0 " 43.* -46.9" 11.0 SF. 43.1" -46.9" 11.0 F. (SEE N.O.A. ATTACHED) No. 02-0702.04 ALLOW: 1500 () 43.1" 110 S.F. I I1 S.N. ...1.0 1.1.1 31 "x 68 CUST. (T) (5EE N.O.A. ATTACHED) No. 02- 0102.04 ALLOW: 1500 " + 31' - I I' (N.G.V.D.) T.O.B. « 1 9 1 - 1 1 ' + 31'- 11'(N.Cs.V.D.) EXISTING RESIDENCE 41.0" - 44.9° 32.0 5.F, EACH 43.1" -46.9" 11.0 5.F. (SEE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: 1500 " (SEE N.O.A. ATTACHED) No. 00-062E3.11 ALLOW: t 60 ADDITION 43.1" 14.61 SF r ALUM MULLION N.OA. 02-0701.11 FXP. c0; (SEE N.OA. ATTACHED) No. 02-0102.04 ALLOW: ±50.0 38.3" -41.8 118.3 SF 43.'" -46.9" 11.0 SF. I n rim ALUN. 0. H. GAR. DOOR (N.O.A." 00- 12 ALLOW: +46.6 ", -52.0" (SEE N.O.A. ATTACHED) No. 02 -0 ALLOW: ±5V0 43 ∎" -46.9" 11.0 S.F. 6 i, S.H. WDW 45'x 68' GUST. (TYP. OF 4) 4 7 T.O.B.= «211-I1' r « 33' -11' (N.G.v.D.) T.O.B.= +i0 - « (N.G.V F.F.E.= + 10' -3" (N.G.V.D.) T.O.B: +9' -0' « 21' -0' (N.G.V.D.) + 12' -0" (N.G.V.D.) Revisions T ISSUE 01 25 05 D w U z w 0 cc x o w � O z 0 0 0 co co � CO =o 0 LL W L W Zo 0) 0) 0- Q 0) C 0 0 0 C Job No. Date 11.18.04 Scale SHOWN Seal AR- 00015344 Sheet No. A-5 UJINDOUJ SCNEDULE MARK WINDOW TYPE SIDE TYPE OF GLASS REMARKS, QTY NOTES A O ALUM. SINGLE HUNG 2- 45'Wx68'H LT. TINTED HURRICANE &NUTTERS, TO BE PROVIDED 2 UNITS O ALUM. SINGLE HUNG 36'Wx68'H LT. TINTED HURRICANE SHUTTERS TO BE PROVIDED 8 UNITS 0 O HURRICANE ALUM. SINGLE HUNG 36'Wx22'H LT. TINTED SHUTTERS TO BE PROVIDED 1 UNIT ALUM. FIXED WINDOW 36 tUx68'H LT. TINTED HURRICANE TO ESE PROVIDED 1 UNIT (SEE N.O.A. ATTACHED) No. 02-0 ALLOW: ±50.0 • EXISTING RESIDENCE (SEE N.O.A. ATT ACHED) No. 02-0 ALLOW: ±50.0 ALUM. MULL N.0A.* 02-0"01.11 EXP. 06/28/06 (SEE N.O.A. ATTACHED) / No. 02-0702.04 ALLOW: ±± ±50.0 " -44.9" 32.0 5F EACH (SEE N.O.A. ATTACHED) No. 00-0628.11 ALLOW: +- 60 43.1" -46.9* 14.61 SF -45.1* 21.2 S.F. (SEE N.O.A. ATTACHED) No. 02-0 ALLOW; . 150.0 " 383* -41.8" 118.3 5.F. ALUN ❑ H GAR DEER (N.O.A." 00- 1212.03) ALLOW: +46.6 ", -52.0" ;o T.O.B• +9' -0' + 21' -0' (N.G.V.D.) + 101 -3' (NG.V.D.) 45.1" -48.9* 5.53 5F. WINDOW (2)5H-22 (SEE N.O.A. ATTACHED) No. 02-0 ALLOW: ±50.0 (SEE N.O.A. ATTACHED) No. 02-0102,04 ALLOW: ±50.0 .SLUM. MULLION N.O.A.* 02-0 EXP. 0/28/06 DECO T'L RELIEF. (SEE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: ±50.0 " -46.9* 11.0 5F. 43.1" -46.9° 11.0 5F. 43.1" -46.9" 11.0 5.F. 43.1" -56.3" 11.0 S.F. ALUM. MULLION N.O.A.' 02- 0101.11 EXP. 06/28/06 (BEE N.O.A. ATTACHED) No. 02-0 ALLOW: ±50.0 ALUM. MULLION N.O.A.* 02- 0101.11 EXP. 06/28/06 (SEE N.O.A. ATTACHED) I No. 02-0102.04 ALLOW: ±500 * 11.0 5F. No. 02-0 ALLOW: ±50.0 * T.D.B.. +21' - 11' + 33' -II' TOB_ +10' -11' + 22' -11' (N.G.V.D.) 0 T.O.B.= +9' -6' + 21' -6' (N.G.V.D.) F.F.E. = +/ -0' -0' r FF.E. GARAGE= - I' -9'i A UI�1, MULLION N.O.A. 02 - 0101.11 EP. 06/28/06 (SEE N.O.A. ATTAC No. 02 - 0102.04 ALLOW: t500 " NORTI E ELEVATION SCA E:1 1/z- ADDITION I SOUTI I ELEVATIQN S.H. WDW f/ -31 "x 68' GUST. (TYP.) +19' - 11' N.O.A. No. 01- 0516.10 N.O.A. EXPIRED± 09/30/06 D.) 7.0 + EXISTING RESIDENCE ADDITION S.H. WDW 45'x 68' GUST. (TYP. OF 4) T.O.S. = +21' -'1' 1 + 33' -11' (N.G.V.D.) T.O.B.= +'0' -11" + 22 ' -II' (N.G.V.D.) FF.E.= -1' -9' + i0' -3" (N.G.V.D_) T.O.B = +9' - 0' 1/4 Ali + 21' -0' (N.G.V.D.) FF.E.= +/ -0' -0' + 12' -0" (N.G.V.D.) Revisions A T ISSUE 01.25.05 12.05 CITY COMM W U z W 0 V J W co (7) 1] 6)o X H ALL o w Zo c=n 0 ( cr - F-- 0 0) c 0- 0 0 Job No. Date 11.18.04 Scale SHOWN Seal AR- 00015344 Sheet No. A -5 II II III ll (SEE N.O.A. ATTACHED) No. 02-0 ALLOW: ±50.0 • EXISTING RESIDENCE (SEE N.O.A. ATT ACHED) No. 02-0 ALLOW: ±50.0 ALUM. MULL N.0A.* 02-0"01.11 EXP. 06/28/06 (SEE N.O.A. ATTACHED) / No. 02-0702.04 ALLOW: ±± ±50.0 " -44.9" 32.0 5F EACH (SEE N.O.A. ATTACHED) No. 00-0628.11 ALLOW: +- 60 43.1" -46.9* 14.61 SF -45.1* 21.2 S.F. (SEE N.O.A. ATTACHED) No. 02-0 ALLOW; . 150.0 " 383* -41.8" 118.3 5.F. ALUN ❑ H GAR DEER (N.O.A." 00- 1212.03) ALLOW: +46.6 ", -52.0" ;o T.O.B• +9' -0' + 21' -0' (N.G.V.D.) + 101 -3' (NG.V.D.) 45.1" -48.9* 5.53 5F. WINDOW (2)5H-22 (SEE N.O.A. ATTACHED) No. 02-0 ALLOW: ±50.0 (SEE N.O.A. ATTACHED) No. 02-0102,04 ALLOW: ±50.0 .SLUM. MULLION N.O.A.* 02-0 EXP. 0/28/06 DECO T'L RELIEF. (SEE N.O.A. ATTACHED) No. 02-0102.04 ALLOW: ±50.0 " -46.9* 11.0 5F. 43.1" -46.9° 11.0 5F. 43.1" -46.9" 11.0 5.F. 43.1" -56.3" 11.0 S.F. ALUM. MULLION N.O.A.' 02- 0101.11 EXP. 06/28/06 (BEE N.O.A. ATTACHED) No. 02-0 ALLOW: ±50.0 ALUM. MULLION N.O.A.* 02- 0101.11 EXP. 06/28/06 (SEE N.O.A. ATTACHED) I No. 02-0102.04 ALLOW: ±500 * 11.0 5F. No. 02-0 ALLOW: ±50.0 * T.D.B.. +21' - 11' + 33' -II' TOB_ +10' -11' + 22' -11' (N.G.V.D.) 0 T.O.B.= +9' -6' + 21' -6' (N.G.V.D.) F.F.E. = +/ -0' -0' r FF.E. GARAGE= - I' -9'i A UI�1, MULLION N.O.A. 02 - 0101.11 EP. 06/28/06 (SEE N.O.A. ATTAC No. 02 - 0102.04 ALLOW: t500 " NORTI E ELEVATION SCA E:1 1/z- ADDITION I SOUTI I ELEVATIQN S.H. WDW f/ -31 "x 68' GUST. (TYP.) +19' - 11' N.O.A. No. 01- 0516.10 N.O.A. EXPIRED± 09/30/06 D.) 7.0 + EXISTING RESIDENCE ADDITION S.H. WDW 45'x 68' GUST. (TYP. OF 4) T.O.S. = +21' -'1' 1 + 33' -11' (N.G.V.D.) T.O.B.= +'0' -11" + 22 ' -II' (N.G.V.D.) FF.E.= -1' -9' + i0' -3" (N.G.V.D_) T.O.B = +9' - 0' 1/4 Ali + 21' -0' (N.G.V.D.) FF.E.= +/ -0' -0' + 12' -0" (N.G.V.D.) Revisions A T ISSUE 01.25.05 12.05 CITY COMM W U z W 0 V J W co (7) 1] 6)o X H ALL o w Zo c=n 0 ( cr - F-- 0 0) c 0- 0 0 Job No. Date 11.18.04 Scale SHOWN Seal AR- 00015344 Sheet No. A -5 Revisions 0 A A O 0 A w 0 z W 0 I CI) W _ it _ , 1 1. P (5)a Job No. Date 11.18.04 Scale SHOWN 1 1 )L Seal AR- 00015344 Sheet No. A -6 T.O.B = +' m" � T.O.B.= +21' -11" + 33' - 11' (N.G.V.D.) T.O.S. = +10 -11' + 22' -11" (N.G.V.D.) T.O.B.: + .. _ (N.G.V.D.) .. F.F.E.= 4/ / + 12' -0' (N.G.V.D.) + 10'-3' (N.G.V.D.) -2' -1 /4 + (N.Cs.V.D SECTION 4 =4 SCALE :1' 1/4" 0 1 I ADDITION SECTION 5-5 EXfSTING RESIDENCE EXIST. FOUND. EXISTING RESIDENCE CONC.BEAM 2B -10 O.B= T.O.B= +19' -II" TB -1 PRE - ENGINEERED TRUSSES ' 2' - m' BY 071-1ERS (TYP) T.O.B = + 31.11' (N.G.V.D.) S' GMU WALL REINF'D 1.1.1/°D g 32" O.C. (TYP) U.O.N. ❑❑ ADDITION T.O.B.= +21' -'1' + 33 I I " (N.G.V.D.) T.O.B.= +I01 -11" +22 II "G .V.D. ) ❑� ❑i ❑ I it ❑❑ T.O.B = +' m" � T.O.B.= +21' -11" + 33' - 11' (N.G.V.D.) T.O.S. = +10 -11' + 22' -11" (N.G.V.D.) T.O.B.: + .. _ (N.G.V.D.) .. F.F.E.= 4/ / + 12' -0' (N.G.V.D.) + 10'-3' (N.G.V.D.) -2' -1 /4 + (N.Cs.V.D SECTION 4 =4 SCALE :1' 1/4" 0 1 I ADDITION SECTION 5-5 EXfSTING RESIDENCE EXIST. FOUND. EXISTING RESIDENCE CONC.BEAM 2B -10 O.B= T.O.B= +19' -II" TB -1 PRE - ENGINEERED TRUSSES ' 2' - m' BY 071-1ERS (TYP) T.O.B = + 31.11' (N.G.V.D.) S' GMU WALL REINF'D 1.1.1/°D g 32" O.C. (TYP) U.O.N. ❑❑ ADDITION T.O.B.= +21' -'1' + 33 I I " (N.G.V.D.) T.O.B.= +I01 -11" +22 II "G .V.D. ) ❑� ❑i ❑ I T.O.B = +' m" � T.O.B.= +21' -11" + 33' - 11' (N.G.V.D.) T.O.S. = +10 -11' + 22' -11" (N.G.V.D.) T.O.B.: + .. _ (N.G.V.D.) .. F.F.E.= 4/ / + 12' -0' (N.G.V.D.) + 10'-3' (N.G.V.D.) -2' -1 /4 + (N.Cs.V.D SECTION 4 =4 SCALE :1' 1/4" 0 1 I ADDITION SECTION 5-5 EXfSTING RESIDENCE EXIST. FOUND. EXISTING RESIDENCE CONC.BEAM 2B -10 O.B= T.O.B= +19' -II" TB -1 PRE - ENGINEERED TRUSSES ' 2' - m' BY 071-1ERS (TYP) T.O.B = + 31.11' (N.G.V.D.) S' GMU WALL REINF'D 1.1.1/°D g 32" O.C. (TYP) U.O.N. ❑❑ ADDITION T.O.B.= +21' -'1' + 33 I I " (N.G.V.D.) T.O.B.= +I01 -11" +22 II "G .V.D. ) Revisions 41101 . 25.05 1ST. ISSUE 0 A A O A W 0 z W 0 - - W _ - - Job No. Date 1 1 .18.04 Scale SHOWN • - 0r- Seal AR- 00015344 Sheet No. A -7 T.O.B.: +211 -11" + 33' -I1' (N.G.V.D.) +101 -11' G.V.D.) 10 (N.G.V.D.) SECTION 0 =0 S C &= E: I I 1/4 STRUCTURAL WOOD: 1. SIGN 4 FABRICATE ALL STRUCT. MEMBERS N CONFORMANCE W/ SECTION 06100 4 06192, 4 70 THE 'NATIONAL DESIGN SPEC. FOR STRESS GRADE LUMBER 3 /4 AND ITS FASTENINGS'/ 2. 7CD EXPOSED TO THE WEATHER OR IN CONTACT WITH CONCRETE • ALL BE PRESSURE TREATED IN ACCORD. W /AWA STDS. CI 4 C2. 3. STRUCTURAL WOOD SHALL BE GRADE 2 SOUTHERN PINE + -- FOR ROOF FRAMING SHALL HAVE A BENDING STRESS FB =1,200 PSI. 4. PREFABRICATED ROOF WOOD TRUSSES SHALL BE DESIGNED FOR A MINIMUM OF 30 PSI LIVE LOAD, 15 PSI DEAD LOAD ON TOP CHORD, 4 PSI DEAD LOAD ON BOTT. CHORD. PLUS LOADS FROM EQUIP., 4 FOR • UIPMENT. LOADING EFFECTS DUE TO W1NDS. REGISTERED SPECIALTY ENGINEER HALL SIGNED 4 SEALED DWGS. PER SOUTH FL. BLDG. CODE. 4. DESIGN 4 ERECTION CF ROOF WOOD TRUSSES INCLUDING BRACING • ALL BE DESIGNED ACCORDING TO THE TRUSS PLATE INSTITUTE. iN • DITION TO CONTINOUS TOP 4 BOTT LATERAL BRACING, PROVIDE: IN TOP CHCRD PLANE - LOCATE BETWEEN LATERAL BRACING, SET 45° ANGLE, REPEAT e MAX 20' INTERVALS. IN THE PLANE CF WEB MEMBER (PERPEND. TO TRUSSES) - e EA WEB MEMBER REQUIRING CONT.LAT. BRACING BUT NOT MORE THAN 16 INTERVAL, SPACING. BETWEEN SET OF DIAL. SHALL NOT EXCEED 20' c) IN BOTT. CHORD PLANE - LOCATE BETWEEN CONT. LATERAL BRACING, SET 45 ANGLE e EA. END OF BLDG. ANCHOR W/6 -1601 NAILS EA. CONN. 5. PLYWOOD SHALL BE EXTERIOR TYPE C -C GRADE SINGLE 3/4' AT ROOF SHEATHING, EXCEPT AT OPEN EAVES, WHICH SHALL BE A -C GRADE (EXT.) USE 8d NAILS 6" OC a PNL EDGES, 4" e ROOF EDGE, 4 10 "01 NAILS 4" e ROOF EDGEE. BRIDGING 15 TO BE PROVIDED AS REQUIRED BY CODE, BUT NOT LESS THAN ONE CENTER BRIDGING FOR SPANS OVER 16 FT. 1. METAL CONNECTORS SHALL CONFORM TO THE LATEST REQUIREMENT C THE APPLICABLE CODES. 8. M TAL EXPOSED TO THE WEATHER, INCLUDING NAILS, FLASHING AND DRIP E, GES, SHALL BE HOT DEEP GALVANIZED. ADDITION STRUCTURAL STEEL: 1. STRUCTURAL STEEL DESIGN FABRICATION AND ERECTION S1 -TALL CONFORM TO ASTM 4 -36 AND AISC (9TH. EDIT.) SPECIFICATIONS. 2. ANCHOR BOLTS SHALL CONFORM TO ASTM 4 -301, SOLIDLY EMBEDDED IN CONCRETE. - CONNECTION BOLTS TO ASTM 4 -325 TYPE SC OR N. 3. PIPE COLS. TO CONFORM W/ ASTM A -53 GR. B. STL. TUBES TO A -500 C. B. - BEAMS 4 GIRDERS TO ASTM A -51 (GR. 50) (UNO). 4. ALL WELDING TO BE a SHOP BY CERTIFIED WELDERS PER AWS DI.I.(UNO) THEY SHALL DEVELOP FULL STRENTH OF CONNECTING MEMBERS. FIELD ELECTRODES TO CONFORM TO AWS E -10. FIELD CONNECT. W/ "4 A325 BOLTS TO SNUG TIGHT CONDITION PER AISC. 5. STEEL SHALL BE DELIVERED WITH ONE SHOP COAT OF RUST INHIBITING PAINT, DAMAGED SURF. TO BE PATCHED WITH SAME AFTER ERECTION. 6. PIN PILES TO BE CERTIFIED BY SPECIAL INSPECTOR. 3 COPIES REQ'D. 1. PROVIDE GEOTECH. REPORT FOR PIN PILES. 8. PROVIDE 6 x 6 x I/2" TOP PL. e PIN PILE CAP, W/ 6" MIN. EMBED. G. B. 9. PROV.UPWARD CAMBER e BM, MIDSPAN WHERE +C= 1 -1/2" ON DWG. CAM- BER PROV. BY MILL ROLLING CR SHOP FAB. CR COMBINATION OF BOTH. 10. SOME CONNECT. SHOWN ON DIGS. ARE SCHEMATIC. INTENDED TO SHOW RELATIONSHIPS BVETWEEN FRAMED MEMBERS 4 SHOW A FEASIBLE WAY OF CONNECTION. A REGISTERED ENGINEER RETAINED BY FABRICATOR SHALL DESIGN ANY CONNECT. THAT IS NOT COMPLETELY DETAILED IN THESE DIGS. COMPLETELY MEANS THE FOLLOWING INFO: a) ALL 1E DIMENSIONS AND GRADE. b) ALL WELD SIZES, LENGTH, PITCHES 4 RETURNS. c) ALL HOLE SIZES 4 SPACING. d) * 4 TYPE OF BOLTS± WHERE BOLTS ARE SHOWN 4 NO " IS GIVEN, CO - e) WHERE PARTIAL INFO IS GIVEN, IT SHALL BE THE MINIMUM REQ'D. FOR THAT CONNECTION. 11. CONNECTIONS COMPLETELY DETAILED IN THE CONST. DOGS. SHALL NOT BE ALTERED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF REC. WHERE CONNECTIONS SHALL BE COMPLETELY DETAILED BY THE MFG'S. ENGINEER, THEY SHALL BE CLEARLY SHOWN IN THE SHOP DWG5. 12. MIN. FE THICKNESS SH4LL BE 34 5' (UN.O. IN THE CONS DOGS.) r EXISTING RESIDENCE STRU0TU4L NQTFS 13. UN.O. BEAM TO BEAM CONNECT. SHALL BE DOUBLE ANGLE (t :5/16 ") FRAMED BEAM CONNECT. SHOP WELDED PER 'TABLE I If, AISC MANUAL FOR WELD A 4 USING 3 /4' 4325 -N BOLTS IN STD. CR HOR1Z. SLOTTED HOLES FOR THE FIELD CONNECT. THE " OF ROWS OF BOLTS N SHALL BE N ACCORDANCE W /THE FOLLOWING TABLE: BEAM SIZE W8, W10, W12 LESS CR EQUAL TO 26 W +/= 30± W14 -/: 30+ W16 -/: 31± W18 -/= 35 W14 +/ =34, W16 +/= 36, WI8 +/: 40, W21 -/= 5 0 W21 +/= 51, W24 -/: 62 5 923 W24 +/= 68 6 111.0 W21 1 130.0 WHERE MFG. PROPOSES ALTERNATE CONNECT.,, IT SHALL HAVE AT LEAST THE SHEAR CAPACITY SHOW IN TABLE ASV. - WHERE REACTIONS ARE SHOWN IN THE DWGS. (e.g. R =85K) EXCEEDING THE TABLE, THE MFG. SHALL PROVIDE A CONNECT. AT LEAST EQUAL TO THE ASV. REACTIONS, FOR OTHER BEAM TYPES (S, C, MC.) W/ TWO BOLT CONNECT. (UN.O. IN THE DIGS.) 14.SPLICING OF STRUCT, MEMBERS 13 NOT PERMITTED. S.PRCV. WELDED STIFFENERS e EA. SIDE OF BEAIM 9 POINTS OF CONCENTR. LOADS, INCL. BEAMS SUPPORTING COLUMNS OR RUNNING OVER THE TOP OF COLUMNS. MIN. STIFF. THICKNESS = 5 43', OR FLANGE THICKNESS OF COL. ASV. OR BELOW, WHICHEVER 15 GREATER. 16.cuT5, HOLES, COPING, ETC. REQUIRED FOR WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DIGS. 4 MADE IN THE SHOP. CUTS OR BURNING HOLES IN STRUCT. MEMBERS IN THE FIELD 15 NOT PERMITTED (UN.O. 4 APPROVED BY THE STRUCT. ENGINEER). ROOF FRAMING NOTES: 2 3 4 SHEAR CAP. (KIPS) 30.5 54.1 14.2 1. ROOF DECK SHALL BE 3/4' TK CDX PLYWOOID. SEE NOTE *5 ASV. FOR CONNECTION TO TRUSSES. PROV. 2x4 WD BLK'G ALONG PLYWOOD JOINTS PERPENDICULAR TO TRUSSES. USE 2- 1601 NAILS CONNECT. TO TRUSS CONNECT PLYWOOD TO TRUSS AS SPEC'D. ABOVE. 2. TRUSS TIE DOWN PER "TRUSS UPLIFT SCHEDULE ". SEE ATTACHMENTS. 3. TRUSS MFG. SHALL PROVIDE ALL TRUSS TO (GIRDER CONNECTIONS. WV I (N.G.V.D.) T.o.B.= +9' - I� F.F_E.. +2' -9' + 14' -9' (N.G.V.D.) FF.E.: +/ -0' -0' + 1 2.00' (N.G.V.D.) F.F.E.: - 2' -I'4" + 21' - 6' (N . G . V . D .) + t3'- (N.G.V.D.) MASONRY STRUCTURAL CONCRETE: 1. CONCRETE MASONRY UNITS (BLOCKS) SHALL COMPLY WITH THE PROVS'ONS ASCE /ACI 530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURE. 2, ALL MASONRY UNITS SHALL BE 8' CMU (UNLESS NOTED OTHERWISE), GRADE N -1 CONFORMING WITH ASTM C9O - 93. (Frn' 1500 PSI, (10342.5KpaX SPECIAL INSPECTION NOT REGUIRED.) 3. MORTAR SHALL COMPLY WITH ASTM C210 -89, TYPE M, WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. (1231.5Kpa ) 4. MORTAR MIX SHALL BE CEMENT - LIME AND SHALL BE PROPORTIONED AS FOLLOWS. I PART PORTLAND CEMENT! 1/4 PART LIME! 31/2 PARTS SAND. 5. PROVIDE STANDARD DUR -O -WALL REINFORCING EVERY OTHER COURSE AND LAP AROUND CORNERS AND WALL INTERSECTIONS WITH PREFABRICATED T AND L SECTIONS 6. FURNISH AND INSTALL GALVANIZED DOVETAIL ANCHORS AT EVERY OTHER COURSE ABUTTING STRUCTURAL COLUMNS 1. ALL VERTICAL MASONRY REINFORCING SHALL BE PLACED iN FULLY GROUTED CELLS. S. GROUT SHALL ATTAIN MIN. COMPRESSIVE STRENGTH OF 3000psi. g 2S DAYS, COMPLYING WITH ASTM C416. 9. GROUT SHALL BE PROPORTIONED AS FOLLOWS: 1 PART PORTLAND CEMENTt 21/4 TO 3 PARTS SAND! 1 PART PEA GRAVE! WATER FOR SLUMP OF 8 TO 10 in. 10. LOW LIFT GROUTING SHALL BE USED ON WALLS NOT HIGHER THAN 4 FT. (CLEAN OUT OPENING NOT REQUIRED) IL HIGH LIFT GROUTING MAY BE USED IN WALLS IN WHICH THE GROUT POUR IS NOT HIGHER THAN !2 FT. / REGISTER OPENING REQUIRED. 12. THE LIFT iN HIGH LIFT GROUTING SHALL NOT EXCEED 4 FT. (CLEAN OUT HOLES ARE REQUIRED AT THE BOTTOM COURSE AT EVERY VERTICAL REBAR) 13. MASONRY WALLS SHALL BE VERTICALLY REINFORCED WITH " 5 6 48" o.c. 14. CELLS AT CORNERS, OPENINGS, AT FREE ENDS AND AT WALL INTERSECTIONS SHALL BE REINFORCED WITH i" 5 PER SELL. 15. FREESTANDING MASONRY WALLS NOT HIGHER THAN 6 FT. SHALL BE REINFORCED WITH 0 '5 g 48' o.c. 16. PARAPETS NOT HIGHER THAN 4 FT. SHALL BE REINFORCED WITH " 5 s 48' O.C. 11. PARAPETS NOT HIGHER THAN 2 FT. SHALL NOT BE RWEINFORCED. la FREE STANDING WALLS AND PARAPETS 8" CMU SHALL BE CAPPED WITH 8 x S In. CONCRETE TIE BEAMS WITH 2 " 5 CONTINUOUS. 19. FOR FURTHER INFORMATION ON MASONRY SEE SHEET S -I 2. 3. 4. 5. 1. CONCRETE COVERAGE CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (4.0.I. 318). AND WITH "DETAILS AND DETAILINGOF CONCRETE REINFORCEMENT" (A.C.1. 315). ALL CODES SHALL BE OF LATEST EDITION. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (A.C.I. 301). PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WITH "HOT WEATHER CONCRETING" (A.C.I. 305R), NO ADMIXTURES PERMITTED WITHOUT THE REVIEW OF ARCHITECT / ENGINEER. ALL CONTACTING SURFACES BETWEEN THE OLD AND NEW CONCRETE SHALL BE CLEANED AND PAINTED WITH EPDXY BONDING AGENT BEFORE POUR''NG ABUTTING CONCRETE. HOLES DRILLED INTO EXISTING CONCRETE SHALL BE CLEANED THOROUGHLY PRIOR TO PLACING EPDXY AND DOWELS. WHERE REINFORCED STEEL 15 ENCOUNTERED, SHIFT HOLE TO CLEAR ALL CAST -1N -PLACE CONCRETE SHALL CONFORM TO THE REQUIREMENTS A5 SPECIFIED iN TI-4E TABLE BELOW UNLESS NOTED OTHERWISE ON THE DRAWINGS: USAGE 28 DAY COMP. STRENGTH (P51) 3,000 3,000 3,000 1) SPREAD FOOTINGS AND FOUNDATION WALLS 2) SLABS ON GRADE: 3) BEAMS 4 COLUMNS: 8. FOR ALL CONCRETE THE SLUMP SHALL NOT EXCEED 6 INCHES AND THE WATER / CEMENT RATIO SHALL NOT EXCEED 0 3) BEAMS, COLUMNS, WALLS: 2) SLABS ON GRADE: I-1/2" 1) GRADE BEAMS AND FOUNDATION WALLS: 3' NEW 300A. FPL SERV. SEE RISER CU-2 CU -1 A -!6 G.F.I. A -16 GF.1. Jec 5 A - NEW 150A PANEL 'A' 4-1 A -13 A -12 AA_12 A -13 ' 0L ART E'R� A -12 GARAG _ _J A -!6 GF I. A -15 G.P.I. F.I. A -15 L A -14 A -14 / / A-11 A -14 A/C A -!6 G.F.I A66 A -!6 A -14 14 / 1 / 3`Y 3 A -11 / / / lit. FLOOR FLFCtRICAL FLAN SCALE: 1/4" 1' AND. A© . B a ll r OPEN Lt A -18 Q A -11 \,_TC- L. ENTRY FORCE A 11 ------- - - - - -- - -- 4-11 TO SCONCES ABV. 1 FAM'LY RC0I A/1 EXIST. 1504 PANEL "B' \ A -11 \ GF.II' / / \ , ._' A -11 K'TCEN F. LIVING /DINING ROO'"1 1 13REAKFA5T AREA PROV. SMALL APPLIANCE FOR KITCHEN, FAMILY ROOM AND DINING ROOM PROV. GFI REC.AT EXIST. KITCHEN AND BATHROOM A/C --44,LLUJAY. CL. A -33 EDRCO'- 2 BEIDIROOM 1 L IGI SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. SWITCH LEG SMOKE DETECTOfR CONNECTION D =TAf L FOR ADDITION ONLY (PANEL A = 150 A) GEN. REC. 4 LTG. 2,919.49 SF x 3 8,758.41VA JACUZZI 5,000 VA GFI 1,000 VA DRYER 5,000 VA WASHER 1,000 VA POOL EQUIP ,000 VA TOTAL LOAD 21,158.41 VA FIRST 10K.s+ PHASE CONDUCTOR SUES-TOTAL LARGEST OF HEATING OR COOLING 1000 120v. LINE SIDE OF SWITCH 10,000 VA NEXT 11,158.41 s 40 i, 4,103.38 V4 14,103.38 VA 13,000 VA TOTAL LOAD 21,103.38 VA TOTAL AMPS EXISTING RESIDENCE (PANEL B - EXIST.) = 150 A GEN. REC. 4 LTG .(EXIST.). 2,784.19 SF x 3 SMALL APPL. LOAD GFI D I SWASH E R REFRIG. FOOD, DISPOSAL OVEN STOVE FIRST I0K s !00 % NEXT 14,552.6 s 40 % LARGEST OF HEATING OR COOLING to 100% TOTAL LOAD TOTAL AMPS TOTAL LOAD NOTE: .• PROVIDE ARC FAULT CKT. BREAKER 21,103.38 VA /240= 115.0 A 8,352.6 VA 3,000 VA 1,000 VA 1,000 VA 1,000 VA 1,200 VA 9,000 VA 24,552.6 VA 10,000 VA 5,821.0 VA 8,000 VA 23,821.0 VA 23,821.0 VA /240= 99.25 A NOTE: USE ROMEX AS ALTERNATIVE UJIRING aaamarmaaas Revisions 4 1.25.05 1 ST. ISSUE w U z w 0 cr) w cc F_ x w � LL O z 0 0 0 co cq W 0 z 0 CO 0) c LIT 0 4) Job No. Date 1 1.18.04 Scale SHOWN Seal AFB 00015344 Sheet No. E -1 1385 Coral Way, Suite 201-eo Phone: (305) 285-43430 Miami, Florida 33145o Fax: (305) 285-4330 Constructon Architecture Location: See plan PANEL A Main BUS: 150 AMP Voltage: 120/240 v, 10 ,3W Main Breaker: MLO Mounting: flush AICS: 10,000 GFI= Ground Fault Interrupter NCL= Non concurrent load REC--- Receptacle Ckt Lts= Lighting Ckt ST= Breaker with shunt trip T =Via timer IS= Isolated ground Ckt C= Via contactor S'WD On -Off Switching Duty rated breaker,os per ,NEC 240 -83(d) LV= Via low voltage transformer HACR= Breaker suitable for the protection of heating, A/C and refrigeration equipment Ckt No. USE S PEC V OLT BKR AMP WIRE GOND VA PHASE Ckt NO• USE SPEC VOLT BKRR WIRE SON° J VA A I C 1 3 A.H.U. -2 SINGLE POLE SW. 230 40 8 TELEVISION OUTLET FLOOR MOUNTED 8 6 1 • • � ' 2 4 A.H.U. - so 230 30 10 NO 5,000 5 7 C. U.-2 IR 230 30 D O 6 8 G.U. - 1 NO GFI TYP. 230 25 10 2 POLE OUTLET V.P 9 SPACE - - - 1 0 SPACE 11 GEN.LIGHT Be REC. 120 15 14 1/2 • • 12 GEN.LIGHT & REC. • • 13 15 GEN. LIGHT & REC. GFI 120 120 15 15 14 14 1/2 1/2 ' • • 14 GEN.LIGHT & REC. 120 20 14 - • A 1 1Z 1 ki 1 16 GEN.LIGHT & REC. 120 15 17 GEN.LIGHT & REC. 120 15 14 1/2 18 GEN.LIGHT & REC. 120 14 1/2 • 19 GEN.LIGHT & REC. & S.D. 120 15 14 1/2 20 GFI. 1 20 15 15 14 1/2 • 21 GEN.LIGHT & REC. 120 15 14 1/2 22 GEN.LIGHT & REC. 120 20 14 12 1/2 1/2 • 23 GEN.LIGHT Be REC. 120 15 14 1/2 • 24 & GEN.LIGHT REC. 120 15 14 • . 25 GEN.LIGHT & REC. 20 15 ra 1/2 ' • 26 GEN.LIGHT & REC. 120 15 14 , 1/2 • • 27 GEN.LIGHT & REC. 120 15 14 1/2 • 28 30 WTR. HEATER (GAS) 120 20 12 - 29 DRYER 120 30 10 + H 120 20 12 1/2 • - s3- SA49Ift 120 15 14 1/2 • 32 34 JACUZZI 120 30 10 1/2 5,000 35 ( * *) ARC FAULT CIRCUIT INTERRUPTED PROTECTION (0 ALL BEDROOMS) ( *) AS PER SQ -FT OF CONDITION ;SPACE NEW 300A. FPL SERV. SEE RISER CU-2 CU -1 A -!6 G.F.I. A -16 GF.1. Jec 5 A - NEW 150A PANEL 'A' 4-1 A -13 A -12 AA_12 A -13 ' 0L ART E'R� A -12 GARAG _ _J A -!6 GF I. A -15 G.P.I. F.I. A -15 L A -14 A -14 / / A-11 A -14 A/C A -!6 G.F.I A66 A -!6 A -14 14 / 1 / 3`Y 3 A -11 / / / lit. FLOOR FLFCtRICAL FLAN SCALE: 1/4" 1' AND. A© . B a ll r OPEN Lt A -18 Q A -11 \,_TC- L. ENTRY FORCE A 11 ------- - - - - -- - -- 4-11 TO SCONCES ABV. 1 FAM'LY RC0I A/1 EXIST. 1504 PANEL "B' \ A -11 \ GF.II' / / \ , ._' A -11 K'TCEN F. LIVING /DINING ROO'"1 1 13REAKFA5T AREA PROV. SMALL APPLIANCE FOR KITCHEN, FAMILY ROOM AND DINING ROOM PROV. GFI REC.AT EXIST. KITCHEN AND BATHROOM A/C --44,LLUJAY. CL. A -33 EDRCO'- 2 BEIDIROOM 1 L IGI SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. SWITCH LEG SMOKE DETECTOfR CONNECTION D =TAf L FOR ADDITION ONLY (PANEL A = 150 A) GEN. REC. 4 LTG. 2,919.49 SF x 3 8,758.41VA JACUZZI 5,000 VA GFI 1,000 VA DRYER 5,000 VA WASHER 1,000 VA POOL EQUIP ,000 VA TOTAL LOAD 21,158.41 VA FIRST 10K.s+ PHASE CONDUCTOR SUES-TOTAL LARGEST OF HEATING OR COOLING 1000 120v. LINE SIDE OF SWITCH 10,000 VA NEXT 11,158.41 s 40 i, 4,103.38 V4 14,103.38 VA 13,000 VA TOTAL LOAD 21,103.38 VA TOTAL AMPS EXISTING RESIDENCE (PANEL B - EXIST.) = 150 A GEN. REC. 4 LTG .(EXIST.). 2,784.19 SF x 3 SMALL APPL. LOAD GFI D I SWASH E R REFRIG. FOOD, DISPOSAL OVEN STOVE FIRST I0K s !00 % NEXT 14,552.6 s 40 % LARGEST OF HEATING OR COOLING to 100% TOTAL LOAD TOTAL AMPS TOTAL LOAD NOTE: .• PROVIDE ARC FAULT CKT. BREAKER 21,103.38 VA /240= 115.0 A 8,352.6 VA 3,000 VA 1,000 VA 1,000 VA 1,000 VA 1,200 VA 9,000 VA 24,552.6 VA 10,000 VA 5,821.0 VA 8,000 VA 23,821.0 VA 23,821.0 VA /240= 99.25 A NOTE: USE ROMEX AS ALTERNATIVE UJIRING aaamarmaaas Revisions 4 1.25.05 1 ST. ISSUE w U z w 0 cr) w cc F_ x w � LL O z 0 0 0 co cq W 0 z 0 CO 0) c LIT 0 4) Job No. Date 1 1.18.04 Scale SHOWN Seal AFB 00015344 Sheet No. E -1 1385 Coral Way, Suite 201-eo Phone: (305) 285-43430 Miami, Florida 33145o Fax: (305) 285-4330 Constructon Architecture LEGEND c> CEILING MTD. LTG. FIXT. WALL MTD, LTG. FIXT 0 RECESSED LTG. FIXT. 0 LOW VOLTAGE LTG. FIXT 1-1 FLUORESCENT LTG. FIXT DUPLEX RECEPTACLE G.F.I. (GROUND- FAULT INTERRUPTER) q QUAD. RECEPTACLE $ SINGLE POLE SW. $$ DOUBLE POLE SW. W TELEVISION OUTLET FLOOR MOUNTED ® JUNCTION SOX • TELEPHONE OUTLET so SMOKE DETECTOR- HARD WIRED I I DISCONNECT SWITCH NO BATH EXHAUST FAN (PLUG IN TYPE) * INTERCONNECTED - NO GP! (TYP) IR RELOCATED E EXISTING O CONNECT TO BATH LIGHT CIRCUIT, NO GFI TYP. 0 FLOOR MTD RECEPT. 1 2 POLE OUTLET V.P VAPOR PROOF LTG. NEW 300A. FPL SERV. SEE RISER CU-2 CU -1 A -!6 G.F.I. A -16 GF.1. Jec 5 A - NEW 150A PANEL 'A' 4-1 A -13 A -12 AA_12 A -13 ' 0L ART E'R� A -12 GARAG _ _J A -!6 GF I. A -15 G.P.I. F.I. A -15 L A -14 A -14 / / A-11 A -14 A/C A -!6 G.F.I A66 A -!6 A -14 14 / 1 / 3`Y 3 A -11 / / / lit. FLOOR FLFCtRICAL FLAN SCALE: 1/4" 1' AND. A© . B a ll r OPEN Lt A -18 Q A -11 \,_TC- L. ENTRY FORCE A 11 ------- - - - - -- - -- 4-11 TO SCONCES ABV. 1 FAM'LY RC0I A/1 EXIST. 1504 PANEL "B' \ A -11 \ GF.II' / / \ , ._' A -11 K'TCEN F. LIVING /DINING ROO'"1 1 13REAKFA5T AREA PROV. SMALL APPLIANCE FOR KITCHEN, FAMILY ROOM AND DINING ROOM PROV. GFI REC.AT EXIST. KITCHEN AND BATHROOM A/C --44,LLUJAY. CL. A -33 EDRCO'- 2 BEIDIROOM 1 L IGI SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT SHALL BE INTERCONNECTED. SWITCH LEG SMOKE DETECTOfR CONNECTION D =TAf L FOR ADDITION ONLY (PANEL A = 150 A) GEN. REC. 4 LTG. 2,919.49 SF x 3 8,758.41VA JACUZZI 5,000 VA GFI 1,000 VA DRYER 5,000 VA WASHER 1,000 VA POOL EQUIP ,000 VA TOTAL LOAD 21,158.41 VA FIRST 10K.s+ PHASE CONDUCTOR SUES-TOTAL LARGEST OF HEATING OR COOLING 1000 120v. LINE SIDE OF SWITCH 10,000 VA NEXT 11,158.41 s 40 i, 4,103.38 V4 14,103.38 VA 13,000 VA TOTAL LOAD 21,103.38 VA TOTAL AMPS EXISTING RESIDENCE (PANEL B - EXIST.) = 150 A GEN. REC. 4 LTG .(EXIST.). 2,784.19 SF x 3 SMALL APPL. LOAD GFI D I SWASH E R REFRIG. FOOD, DISPOSAL OVEN STOVE FIRST I0K s !00 % NEXT 14,552.6 s 40 % LARGEST OF HEATING OR COOLING to 100% TOTAL LOAD TOTAL AMPS TOTAL LOAD NOTE: .• PROVIDE ARC FAULT CKT. BREAKER 21,103.38 VA /240= 115.0 A 8,352.6 VA 3,000 VA 1,000 VA 1,000 VA 1,000 VA 1,200 VA 9,000 VA 24,552.6 VA 10,000 VA 5,821.0 VA 8,000 VA 23,821.0 VA 23,821.0 VA /240= 99.25 A NOTE: USE ROMEX AS ALTERNATIVE UJIRING aaamarmaaas Revisions 4 1.25.05 1 ST. ISSUE w U z w 0 cr) w cc F_ x w � LL O z 0 0 0 co cq W 0 z 0 CO 0) c LIT 0 4) Job No. Date 1 1.18.04 Scale SHOWN Seal AFB 00015344 Sheet No. E -1 1385 Coral Way, Suite 201-eo Phone: (305) 285-43430 Miami, Florida 33145o Fax: (305) 285-4330 Constructon Architecture Location: See plan PANEL A Main BUS: 150 AMP Voltage: 120/240 v, 10 ,3W Main Breaker: MLO Mounting: flush AICS: 10,000 CFI= Ground Fault Interrupter NCL= Non- concurrent load REC= Receptacle Ckt Lts= Lighting Ckt ST= Breaker with shunt trip T =Via timer IS= Isolated ground Ckt C= Via contactor SWD= On -Off Switching Duty rated breaker,as per NEC 240 -83(d) LV= Via low voltage transformer HACR= Breaker suitable (or the protection of heating, A/C and refrigeration equipment Ckt No USE SPEC VOLT SKR AMP WIRE CON() SIZE VA VA O Ckt No. USE SPEC VOLT BKR AMP WIRE COND SIZE VA A C 1 3 A.H.U. -2 DUPLEX RECEPTACLE 230 40 8 - 8,000 MG. �� i N v A.H.U. -1 Job No. 230 30 10 - 5,000 Sheet No. C. U.-2 TELEVISION OUTLET FLOOR MOUNTED 230 30 10 - • TELEPI—IONE OUTLET U, 1 so 230 25 0 - 9 SPACE - - - (R RELOCATED 10 SPACE EXISTING O CONNECT TO BATH LIGHT CIRCUIT, NO GFI TYP. 11 GEN.LIGHT & REC. 120 15 14 1/2 • * 12 GEN.LIGHT & REC. • • 13 GEN.LIGHT & REC. 120 15 14 1/2 • GEN.LIGHT & REC. 120 20 14 - • 14 15 GFI 120 15 14 1/2 * T - 16 GEN.LIGHT & REC. 120 15 14 1/2 * 17 GEN.LrGHT & REC. 120 15 14 1/2 18 GEN.LIGHT & REC. 120 15 14 1/2 • 19 GEN.LIGHT & REC, 120 15 14 1/2 * , 20 CFI. 120 15 14 1/2 * 21 GEN.LIGHT & REC. 120 15 14 1/2 • • • * i ' 22 GEN.LIGHT & REC. 120 20 12 1/2 23 GEN.LIGHT & REC. 120 15 14 1/z 24 GENLIGHT & REC 120 120 15 15 14 14 1/2 1/2 • • • 25 GEN.LIGHT & REC. 120 15 14 1/2 11 26 GEN.LIGHT & REC. 27 GEN.LIGHT & REC. 120 15 14 1/2 * 28 WTR. HEATER (GAS) 120 20 12 - - 29 DRYER 120 30 10 • 30 _ / WAS \ HE 120 20 12 1 / 2 * 1 32 34 JACUZZI 120 30 10 1/2 5,000 33 SMOKE DETECTORS 120 15 74 1/2 • 35 'ACE ( * *) ARC FAULT CIRCUIT INTERRUPTED PROTECTION (0 ALL BEDROOMS) ( *) AS PER SQ -FT OF CONDITION SPACE Revisions A 1.25.05 1ST. ISSUE 0 A 0 LS, A W 0 z W 0 O (.1) W _ < si HY; )9TI FLUORESCENT LTG. FIXT iQc DUPLEX RECEPTACLE s JCD ARCHITECTS, Inc_ ,J C JUAN CARLOS DAN/1 Design Development QUAD. RECEPTACLE Job No. Date 11.18.04 Scale SHOWN . 1 Seal AR- 00015344 Sheet No. E -2 LIGHT ELECT. DEMOLITION NOTES: 1 ELECT. CONTRACTOR SHALL VISIT THE BITE t FA HIS/H'ERSELF W/ ALL EXIST. CONDITIONS e THE JOBSITE, 4 ALSO, COORDINATE W/ APPROVED PLANS t W/ ARCHITECT ABOUT WORK TO BE DONE. 2 ELECTRICAL CONTRACTOR TO REMOVE EXISTING RECEPTACLES , TELEPHONE , SWITCHES, 4ND, ANY OTHER ELECTRICAL DEVICES AS INDICATED ON ELECT. PLAN CR AS REQURIED BY DRAWNGS OR JOB CONDITIONS , ELEC, CONTRACTOR SHALL RE- INSTALL) REPAIR OR PROv. NEW ELECT. ITEMS AS REQUIRED BY JOB CONDITIONS. PROVIDE THE ARCHITECT/ENGINEER WITH A AS -BUILT SCHEMATIC DRAWINGS OF FINAL INSTALLATION FOR RECORD PURPOSES. ® CONTRACTOR 15 NOTIFIED THAT NOT ALL EXISTING DEVICES MAY NOT HAVE BEEN INDICATED ON THE DRAWINGS AND THAT SOME EXISTING ELECTRICAL DEVICES MAY NOT HAVE BEEN SHOWN IN THEIR ACTUAL LOCATION_ CONTRACTOR 15 REQUIRED TO V 61T SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO DETERMINING= THE WORK THAT NEEDS TO BE ACCOMPLISHED AS PART OF HIS /HER B'D. ® WHEN ELECTRICAL DEVICES ARE INSTALLED N PARTITONS CR CEILING TO BE REMOVED, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT THEM UP TO THE NEXT OUTLET TO REMAIN OR BAGK TO THE PANELBOARD , IF EX STING TO REMAIN OUTLETS ARE FED THROUGH DEMOLISHED PARTITIONS CR CEILINGS, THE CIRCUIT SHALL BE REARRANGED TO MAINTAIN CIRCUIT CONTINUITY. WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE 45 NEAR AS POSSIBLE IN FINISHED AREAS. 5 ALL ELECTRICAL EQUIPMENT SHALL BE REMOVED FROM STRUCTURE TO BE REMOVED. ACCESS'BLE RACEWAYS, WIRES, BOXES, SWITCHES, AND OTHER ELECTRICAL ITEMS ASSOCIATED WITH WORK SHALL BE REMOVED IF NOT REQUIRED FOR NEW EQUIPMENT TO CONTINUE IN SERVICE. TOTAL EXIST. . ( NCL.100% GARAGE) TOTAL ADD FIRST FLOOR.. ( INCL. 10o% n4RAGE) TOTAL ADD SECOND FLOOR.. TOTAL CONST. SWITCH LEG NCL. ADD. ( 100% GARAGE) PHASE CONDUCTOR 120V. LINE SIDE OF SWITCI -4 SMOKE D E TE CTOfi� CONNECTION DETAIL. SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO TI-4E LOAD SIDE_ OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT 51 BE INTERCONNECTED. NOTES: 1- ALL WIRE T C THWN CU. 325 A 120/240 V I PH UP- GRADE TO 3004. SERVICE UNDERGROUND USE 3" 350 KGMIL. IN 3' CONDUIT FPL CONDUCTORS TO METER BASE COORDINATE FOR CONDUIT, ROUTING, GROUND CONDUCTOR TRENCH 4 INSPECT COORD. W/ CITY / FPL. (NEW) (N3R) UP- GRADE SERV,= 300 A. I m, 3 WIRES, 120/240V AC 1 0000. EXTERI'CR NTS MAIN D/5 40044' W/300 FUSE 100 IC 'EW) N3R) ELECT. RISER DIAGRAM FOR ADDITION ONLY (PANEL A = 150 A) GEN. REC. 4 LTG. 2,919.49 5F x 3 JACUZZI GFI DRYER WASHER POOL EQUIP FIRST 10Kg NEXT 11 158.41 40 % TOTAL LOAD SUS -TOTAL LARGEST OF HEATING OR COOLING to 100% TOTAL LOAD TOTAL AMPS EXISTING RESIDENCE (PANEL B - EXIST.) GEN. REC. 4 LTG .(EXIST.). 2, 5F x 3 SMALL APPL. LOAD GF 1 DISWASHER REFRIG. HOOD, DISPOSAL OVEN STOVE FIRST 10K g 100 % NEXT 14,552h 14 40 % TOTAL LOAD LARGEST OF (HEATING OR COOLING 1 100% TOTAL LOAD TOTAL AMPS EXIST. F°NL 200 AF 50 AT (MBR) 3 " 3/0 TOWN IN 2' CONDUIT. 1 -*2 CU iN 1/2' CONDUIT, CONNECT TO WATER PIPE 4 2 T � > / " . DRIVEN GROUND RODS AT 6' -0' APART. 4 TO "5 FOUNDATION REINF. MiN. 20' LONG. = 150 A NfTE: USE ROMEX AS ALTERNATIVE UJIRING TE: '" "" PROVIDE ARC FAULT CKT. BREAKER Q ■ O INTERIOR NEW PNL 'A' !00 AF 150 AT (MBR) 3 * 3 THWN iN I' CONDUIT. GROUND 8,758.41 VA 5,000 1,0(10 VA 5,000 VA 1,000 VA 1,000 VA 21,158.41 VA ',0,000 VA 4 703.,.8 VA 14,70333 VA 13,000 vA 21,103.35 vA 21,103.38 VA /240= I'5.0 A 8,352.0 VA 3,000' VA 1,000' VA 1,000 vA 1,000 VA 1,200 VA 9,000 vA 24552.6 VA 10,000 VA 5,821.0 VA 8,000 VA 23,821.0 VA 23,821.0 VA /240= 99.25. A CU -2 cu -I L r it E tc r'li' V 4-25 4.26 - '----------- ---- -- ' -- A -26 I l A -26 1 1 I / eA -r5 / i I II / 7 i I LIGHT/FAN CHANDELIER ' 9 r 7 ti afr �l S A -2F - -''- �AS�ER BED OM 23 I . I <�= 2 A -22 0 A-2 1b. A -23 A -23 A -23 - --- - -- - - - - -- T -- wALK iN -CL OSE- ' A -23 CBS OwNER) 10 I41 A22 A -20 �- J / /( I 1 A -20 I1 )__ - -'' ', II 1 / I 1 A -22 ___ 1- _ +---- - - 1 1 M " ER - --- ---- -' '- - --- -- I I � ATHH�01" -- CHAN4p V.P. 111 \ 'KO � A -2 z;dl A -25 A -25 A -22 A -26 A -26 0 i' CI\ 1 A -26 A -26 1 1 1 I / / � A -20 W.P. Eri G.F.I. \A -21 1 I t A -24 ` -24 A -24 1 1 1 1 . 1 A -2 TY i e A -21 J 4 -20 W.P. G.F.1. A -2T 1 1 1 1 A -21 0A -21 A -21 4-21 H NEL„ SEATING AREA \11 4-21 - A -21� 4-21 3 < T ON 1 J.B. I LIGHT/ AN IC CHAND L IER A -19\ TO LT. SW \\ BELOW \ \ .\ 1 \ .J 2ND. °LCC ECT IC4L FLAN SCALE: 1/4' 1' A -19 A -19 4-21 4 -19 OA PE N DE Designs are subject to modification or change as required by actual measurements, standard industry practices in light of existing structural and other c,onditions, applicable bldg. codes, and the like. These plans are and shall remain the property of Mr-David and shall not be sold or reproduced without its prior written consent. Mr-David shall be notified of any changes req'd by actual measurements, etc. as aforesaid prior to submission of any phase for bid or consVuction. LEGEND CEILING MTD. LTG. FIXT. 0- WALL MTD. LTG. FIXT O RECESSED LTG. FIXT. 0 LOUJ VOLTAGE LTG. FIXT FLUORESCENT LTG. FIXT 11 iQc DUPLEX RECEPTACLE G.F.I, (GROUND- FAULT INTERRUPTER) 41 QUAD. RECEPTACLE $ SINGLE POLE SW. $$ DOUBLE POLE SW. TV TELEVISION OUTLET FLOOR MOUNTED ® JUNCTION BOX • TELEPI—IONE OUTLET so SMOKE DETECTOR- HARD WIRED DISCONNECT SWITCH NC> BATH EXHAUST FAN (PLUG IN TYPE) * INTERCONNECTED - NO GFI (TYP) (R RELOCATED E EXISTING O CONNECT TO BATH LIGHT CIRCUIT, NO GFI TYP. 0 FLOOR MTD RECEPT. 2 POLE OUTLET V.P VAPOR PROOF LTG. LIGHT ELECT. DEMOLITION NOTES: 1 ELECT. CONTRACTOR SHALL VISIT THE BITE t FA HIS/H'ERSELF W/ ALL EXIST. CONDITIONS e THE JOBSITE, 4 ALSO, COORDINATE W/ APPROVED PLANS t W/ ARCHITECT ABOUT WORK TO BE DONE. 2 ELECTRICAL CONTRACTOR TO REMOVE EXISTING RECEPTACLES , TELEPHONE , SWITCHES, 4ND, ANY OTHER ELECTRICAL DEVICES AS INDICATED ON ELECT. PLAN CR AS REQURIED BY DRAWNGS OR JOB CONDITIONS , ELEC, CONTRACTOR SHALL RE- INSTALL) REPAIR OR PROv. NEW ELECT. ITEMS AS REQUIRED BY JOB CONDITIONS. PROVIDE THE ARCHITECT/ENGINEER WITH A AS -BUILT SCHEMATIC DRAWINGS OF FINAL INSTALLATION FOR RECORD PURPOSES. ® CONTRACTOR 15 NOTIFIED THAT NOT ALL EXISTING DEVICES MAY NOT HAVE BEEN INDICATED ON THE DRAWINGS AND THAT SOME EXISTING ELECTRICAL DEVICES MAY NOT HAVE BEEN SHOWN IN THEIR ACTUAL LOCATION_ CONTRACTOR 15 REQUIRED TO V 61T SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO DETERMINING= THE WORK THAT NEEDS TO BE ACCOMPLISHED AS PART OF HIS /HER B'D. ® WHEN ELECTRICAL DEVICES ARE INSTALLED N PARTITONS CR CEILING TO BE REMOVED, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT THEM UP TO THE NEXT OUTLET TO REMAIN OR BAGK TO THE PANELBOARD , IF EX STING TO REMAIN OUTLETS ARE FED THROUGH DEMOLISHED PARTITIONS CR CEILINGS, THE CIRCUIT SHALL BE REARRANGED TO MAINTAIN CIRCUIT CONTINUITY. WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE 45 NEAR AS POSSIBLE IN FINISHED AREAS. 5 ALL ELECTRICAL EQUIPMENT SHALL BE REMOVED FROM STRUCTURE TO BE REMOVED. ACCESS'BLE RACEWAYS, WIRES, BOXES, SWITCHES, AND OTHER ELECTRICAL ITEMS ASSOCIATED WITH WORK SHALL BE REMOVED IF NOT REQUIRED FOR NEW EQUIPMENT TO CONTINUE IN SERVICE. TOTAL EXIST. . ( NCL.100% GARAGE) TOTAL ADD FIRST FLOOR.. ( INCL. 10o% n4RAGE) TOTAL ADD SECOND FLOOR.. TOTAL CONST. SWITCH LEG NCL. ADD. ( 100% GARAGE) PHASE CONDUCTOR 120V. LINE SIDE OF SWITCI -4 SMOKE D E TE CTOfi� CONNECTION DETAIL. SMOKE DETECTOR SHALL BE HARDWIRED (110 VOLT TYPE) TO A NON- SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT, WITH BATTERY BACK -UP AND SHALL NOT BE CONNECTED ONTO TI-4E LOAD SIDE_ OF GROUND FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH UNIT 51 BE INTERCONNECTED. NOTES: 1- ALL WIRE T C THWN CU. 325 A 120/240 V I PH UP- GRADE TO 3004. SERVICE UNDERGROUND USE 3" 350 KGMIL. IN 3' CONDUIT FPL CONDUCTORS TO METER BASE COORDINATE FOR CONDUIT, ROUTING, GROUND CONDUCTOR TRENCH 4 INSPECT COORD. W/ CITY / FPL. (NEW) (N3R) UP- GRADE SERV,= 300 A. I m, 3 WIRES, 120/240V AC 1 0000. EXTERI'CR NTS MAIN D/5 40044' W/300 FUSE 100 IC 'EW) N3R) ELECT. RISER DIAGRAM FOR ADDITION ONLY (PANEL A = 150 A) GEN. REC. 4 LTG. 2,919.49 5F x 3 JACUZZI GFI DRYER WASHER POOL EQUIP FIRST 10Kg NEXT 11 158.41 40 % TOTAL LOAD SUS -TOTAL LARGEST OF HEATING OR COOLING to 100% TOTAL LOAD TOTAL AMPS EXISTING RESIDENCE (PANEL B - EXIST.) GEN. REC. 4 LTG .(EXIST.). 2, 5F x 3 SMALL APPL. LOAD GF 1 DISWASHER REFRIG. HOOD, DISPOSAL OVEN STOVE FIRST 10K g 100 % NEXT 14,552h 14 40 % TOTAL LOAD LARGEST OF (HEATING OR COOLING 1 100% TOTAL LOAD TOTAL AMPS EXIST. F°NL 200 AF 50 AT (MBR) 3 " 3/0 TOWN IN 2' CONDUIT. 1 -*2 CU iN 1/2' CONDUIT, CONNECT TO WATER PIPE 4 2 T � > / " . DRIVEN GROUND RODS AT 6' -0' APART. 4 TO "5 FOUNDATION REINF. MiN. 20' LONG. = 150 A NfTE: USE ROMEX AS ALTERNATIVE UJIRING TE: '" "" PROVIDE ARC FAULT CKT. BREAKER Q ■ O INTERIOR NEW PNL 'A' !00 AF 150 AT (MBR) 3 * 3 THWN iN I' CONDUIT. GROUND 8,758.41 VA 5,000 1,0(10 VA 5,000 VA 1,000 VA 1,000 VA 21,158.41 VA ',0,000 VA 4 703.,.8 VA 14,70333 VA 13,000 vA 21,103.35 vA 21,103.38 VA /240= I'5.0 A 8,352.0 VA 3,000' VA 1,000' VA 1,000 vA 1,000 VA 1,200 VA 9,000 vA 24552.6 VA 10,000 VA 5,821.0 VA 8,000 VA 23,821.0 VA 23,821.0 VA /240= 99.25. A CU -2 cu -I L r it E tc r'li' V 4-25 4.26 - '----------- ---- -- ' -- A -26 I l A -26 1 1 I / eA -r5 / i I II / 7 i I LIGHT/FAN CHANDELIER ' 9 r 7 ti afr �l S A -2F - -''- �AS�ER BED OM 23 I . I <�= 2 A -22 0 A-2 1b. A -23 A -23 A -23 - --- - -- - - - - -- T -- wALK iN -CL OSE- ' A -23 CBS OwNER) 10 I41 A22 A -20 �- J / /( I 1 A -20 I1 )__ - -'' ', II 1 / I 1 A -22 ___ 1- _ +---- - - 1 1 M " ER - --- ---- -' '- - --- -- I I � ATHH�01" -- CHAN4p V.P. 111 \ 'KO � A -2 z;dl A -25 A -25 A -22 A -26 A -26 0 i' CI\ 1 A -26 A -26 1 1 1 I / / � A -20 W.P. Eri G.F.I. \A -21 1 I t A -24 ` -24 A -24 1 1 1 1 . 1 A -2 TY i e A -21 J 4 -20 W.P. G.F.1. A -2T 1 1 1 1 A -21 0A -21 A -21 4-21 H NEL„ SEATING AREA \11 4-21 - A -21� 4-21 3 < T ON 1 J.B. I LIGHT/ AN IC CHAND L IER A -19\ TO LT. SW \\ BELOW \ \ .\ 1 \ .J 2ND. °LCC ECT IC4L FLAN SCALE: 1/4' 1' A -19 A -19 4-21 4 -19 OA PE N DE Designs are subject to modification or change as required by actual measurements, standard industry practices in light of existing structural and other c,onditions, applicable bldg. codes, and the like. These plans are and shall remain the property of Mr-David and shall not be sold or reproduced without its prior written consent. Mr-David shall be notified of any changes req'd by actual measurements, etc. as aforesaid prior to submission of any phase for bid or consVuction. E3E41M1S SC4EDULE. BEAM BOTTOM TOP STIRRUPS 8 28-2, 28-6, 28-1 28-8, 25-10 2 *6 2 *5 "3 e 1' a " +" 25 -I, 28 -5, 28 -3 2 • 6 2 • 6 "3 g 1' /-.• * * -� 2 . -4 2 6 " 6 4 51 4\ 8 "X16" 28 -9 2" 6 2 •,(o "3 Q 6' 8 "X24' UPTURNED 25-11 2 " 2 "5 "3 0 10' 8'X24' UPTUFAlED 28 -12 2" 6 2* 5 *3 0 0' 8 25- 3 2 " 5 "3 A 6' COLUMN SCI4EDULE- LEVEL 1 MARK SIZE 4 REINFORCEMENT F.C. 1 * 5 Vert. in Grouted Cell O © 8'X16' Conc. Col. W/ 4 "6 Vert. 4 1 3 T1es g 8' O 8 "X12' Conc. Col. W/ 4"6 Vert. 4 " 3 Tiea 8' 0 8'X39' Conc. Col. W/ 8"ro Vert.+ 8'X12' Conc. Col. W/ 4"6 Vert. 4 " 3 Ties g 8' O 4 .. 8'X30' Conc. Col. W/ 8"ro Vert. 4 "3t1es08' 0 Li 4'X4'Xl/4' T.S. COL. W/10'X12'X1/2' BOTT. 1� W/4 -5/8 "O 4.5.4 10"X12'X1/2' TOP fiE W/4 -5/8' O ANCHOR STUDS. L FOOTING SCHEDULE MARK DESIGN SIZE TYPE REINFORCEMENT REMARKS UF-24 16' X 24' 3 CONT. BOTTOM 0 4 TRANSFER BAR 0 48' O.0 WF -16 10' X16" 2 CONT. BOTTOM TE -16 10' X16" THICKENED EDGE 2 CONT. BOTTOM P.C. � v 12'X8" CONC. COL. W/4 4 "3 TIES S" O.0 Of71 N DECK 13' -6" 1' RE INF. CONCRETE SLA W/ "5012 E.W. T/B WF -24 it 1 4" CONC. SLAB ONGRADE W /6X6 - W2.1 X W2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED SOIL 2" x 6' P.T. WD. BLOCKING GARAGE SLAB TO - SUPPORT WD. BEAMS 2' x 10' WO. RAFTER 24' O.G. (APPROX. 10 FT. SPAN) PROV. 2 -16d NAILS 0 EA. END th F.0 2' x10' WD. BEAMS 24' C.C. — (APPROX. 8 FT. SPAN) R -1 F 2'X 10" LEDGER W/3 0 12 X 3/16'0 X 4' LONG GALV. SCREW 70 EA. STUD. 2'X 8' RAFTERS. 0 16' 2'X 6' RAFTERS. 0 16' / n / I F,F! 5. 550 " 1 —' 1- ' 1-- U= 434" 20' -9 " 11 WF -24 28' - 10" 6' CONCRETE SLAB ONGRADE 1.11/6X6 - W2.1 X W2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED SOIL F.F.E- +I O -3' (1.Cs.V.D.) 2 "X 1 1 0" LEDGER W /I 5/8'0 X 6' A.B. 0 16' O.C. STAGGERED. TT0 "- T.E. -16 j U= 595" 1I 111 11 II 0 LND TfON PLAN SCALE:I': I /4' rr1 r r r r J -5" r r r r r 1- N r r� II n r- F.�Q' -01 4' CONCRETE SLAB ONGRADE W /6X6 - W2.1 X W2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED SOIL F. F r T.E. - 16 rea 2' -1" a' -a' 8' -10' 2 " 6 VERT. IN GROUTED CELL COVERED DECK 2 " 6 VERT. IN GROUTED CELL - r 13 7 PROV. 2 " 6 1VE IN GROUTED/011 CE NEW OPENING ;JAM WF -24 OREN DECK FAMILY ROOM 4' CONCRETE SLAB ONGRADE W /6X6 - W2.I X W2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED SOIL aim 24 �1r= -+- - -- SEE DET. 4 "X4 "X1 /4' T.S. COL. W /!0'X12 'Xl /2' BOTT. PE W /4 -5 /8'0 A.B.4 10 "X12'X1 /2' TOP 1E W /4 -5 /2,' 0 ANGNOR STUDS. LLF - 16 EXIST. 12' x 20' GONG FOUNDATION - 1 I/2' 10' 1/2' W 4 -- PROV. 2 " 6 VERT. IN GROUTED CELL AT NEW OPENING JAMB. IF NOT EXISTING. \C`.1 3 NG C1 r fl IF.C. rT 1 Q VrMI C F.C. 25 -3 A] 5 51 12' BOTTOM (TYP) *S 0 12' BOTTOM (TYP) " 5 0 12' BOTTOM (TYP) 20' -9" t 8X40 28' -10" 1 2 1 . - TOP (TYP) 1' REINF. CONCRETE J,LAB T/13 / 0 5012 E.W. T/ 1 " 5 g 12'.TOP (TYP) 1 '15 0 12' BOTTOM (TYP) --/ 5 0 12'.TOP (TYP) 0 25-1 28' -2" rt F.C. 1110 28 -4 REGULAR BEAM 1 28 -8 F.C. 1 1 0 TN15 AREA TO SUPPORT T.B. BELOW FOR NEW OPENING ST1RUCTUIRAL S=GOND PLAN SGALe:I': 1/4" F.c. I o F.C. u 13 0 COLUMN SCI -1EDULE - LEVEL 2 F.C. MARK C' 1 • 5 Vert. in Grouted Cell 8 "X16' Conc. Col. W/ 4 Vert. 4 "3 Ties 0 8' 8 'X12' Conc. Col. W/ 4 Vert. 4•3Iles s8' 8 'X12' Conc. Col. W/ 4 Vert.+ 8 "X12' Conc. Col. W/ 4"5 Vert. 4"3 Ties 0 8' * * NOTE: ADD. 2 • 5 'C' BARS CMU. W / GA. RIZ. RE,NF'G 16 "O.G. RT. PROV. 6 "X6' CONC. ALL CAP.W /1"5 NORIZ. PROV 1"5 VERT. 32' O.C. / 12'X8" CONC. COL. W /4"S 4 1 '3 TIES 0 S O.0 n n SIZE 4 REINFORCEMENT Revisions W U z w 0 (7) cc cn z X w � u_ 1=- O � z 0 0 0 Seal 1 .25.05 1ST. ISSUE 3.30.05 CITY COMM Job No. Sheet No. S - 0 Date 1t18.04 Scale SHOWN AR- 00015344 G= 160* U. !691• GABLE END WALL SEE DET * 1 (TYP.) 2 "x4' PERIM. NAILER fi 2 "x4' PERIM. NAILER GABLE END UJAL,L SEE DET * 1 (TYI.) 00 SCALE:1 1/4 1 T5 -1 TB 1 2'x4' CUTLOCKER TYP 2 "x4" OUTLOCKER TYP. 2x4 PERIM. NAILER @AI"INCz PLAN U. 2009* G= 3060* G = 990* U= 1025* � I 2'X4" NCRIZ. BRAC [NG e BOTT. CHORD. US 2 -16d NAILS e EA. CONN. TE 1\1RACE BELOW 2x4 PERIM. NAILER C1: 2'x4' PERIM. NAILER T1 L 2'x4' OUTLOOKER TYP. CI: 1160* U. 1691" 2'x4' 2 "X 12' W. BLOKING B/T EXIST. TRUSSES (TYP.) 2x PERI N4ILER OUTLOOKER 2 1L G. 990* U= 102* TB -1 TB -1 2'X4" NCRIZ. BRACING e BOTT. GNORD. U5 2 -16d NAILS e EA. CONN. 2x4 PERIM. NAILER 4x! (d IUD. BM. G= 581* LL G= 670• U= 134" G 925" U. 952* T5 -1 — 3x8 W. RAFTERS. 24' O.G. (OPEN TRELLIS) G. 293" 2x4 PERIM. NAILER V4' THICK STL SADDLE T5 4'X4'X 1/4' 4' CONCRETE SLAB WITH 6' X 6' X 14 0 4W X 14 *4W WxW M. SCALE 1/2' _ vsv 3 1/2' 3 1 ' 1/4' 4x10 WD. BM. 5 :cT1cN " 1 SCALE 1/2" = 1 SCALE 1/2 = 1' 1' CONC. SLAB NEW 4' x 4' STEEL COLUNM L1)1114 10' x 10' x I/2' son. PL WELDED TO COL. AND (48/8 • x 'J' BOLTS W/ WASHER AND NUT (8' LONG) SET N 1/2' CONC. DEPRESION. .\ ETfQN 4 * "BR": CONT. 2X4 UJOOD BRACINCs NAILED TO TOP OF EACH TRUSS BOTTOM CHORD 1.1J /2 -16d NAILS SPACING EQUALLY AS NOTED, MAX. 10 -0". 'X': VERTICAL 'X' BRACING COMPOSED OF 2'x4'5 NALEDTO TRU55E5 W/ 2 -16d NAILS EA. POINT OF CONTACT, AS PER TPI 1 -118 91, PAGE 4. 3x8 RAFTERS • 24' O.G. 1/4' TS 4'X4'X 1/4' —2 PERdOS BOLA % 2 -5/8' MB. — THRU A 325 r — 3'X8' SYP'2 WD RAFTERS• 2' -0' O.0 / ' — ROOF RAFTERS T 2 SEE 5 -1 USE NU -VUE STRAP 3' J MOP 01-011006 ° S,GTION ** 2 4X5X4WX1 /4' TK TOP IE WELDED TO COL. W/ 4 5 /5'x 6' STUD ANCHORS. � �� • • • •I I I I OI 4a t • 8' x 24' NEW TIE BEAM 12' x 16' THICKENS BARB CONT. AND GRADE FINISH (10) 4' X 10' WD. BM. ON DENSE SELECT STRUCTURAL WITH 1 • 5 4 TRANBV. Revisions Seal 1 .25.05 1ST. ISSUE w U z w 0 cf) cc (f) cn x o w� z 0 0 0 V � c 5 < E p 0 o W o I Q re, Z Q Q � W V Job No. 0) C c 0 C Up Date 11.18.04 Scale SHOWN Sheet No. S -2 AR- 00015344 . iy to _ I " 1 , u ix m I T3 a W ■ I G. 199" f— U 112* 1 y G= 160* U. !691• GABLE END WALL SEE DET * 1 (TYP.) 2 "x4' PERIM. NAILER fi 2 "x4' PERIM. NAILER GABLE END UJAL,L SEE DET * 1 (TYI.) 00 SCALE:1 1/4 1 T5 -1 TB 1 2'x4' CUTLOCKER TYP 2 "x4" OUTLOCKER TYP. 2x4 PERIM. NAILER @AI"INCz PLAN U. 2009* G= 3060* G = 990* U= 1025* � I 2'X4" NCRIZ. BRAC [NG e BOTT. CHORD. US 2 -16d NAILS e EA. CONN. TE 1\1RACE BELOW 2x4 PERIM. NAILER C1: 2'x4' PERIM. NAILER T1 L 2'x4' OUTLOOKER TYP. CI: 1160* U. 1691" 2'x4' 2 "X 12' W. BLOKING B/T EXIST. TRUSSES (TYP.) 2x PERI N4ILER OUTLOOKER 2 1L G. 990* U= 102* TB -1 TB -1 2'X4" NCRIZ. BRACING e BOTT. GNORD. U5 2 -16d NAILS e EA. CONN. 2x4 PERIM. NAILER 4x! (d IUD. BM. G= 581* LL G= 670• U= 134" G 925" U. 952* T5 -1 — 3x8 W. RAFTERS. 24' O.G. (OPEN TRELLIS) G. 293" 2x4 PERIM. NAILER V4' THICK STL SADDLE T5 4'X4'X 1/4' 4' CONCRETE SLAB WITH 6' X 6' X 14 0 4W X 14 *4W WxW M. SCALE 1/2' _ vsv 3 1/2' 3 1 ' 1/4' 4x10 WD. BM. 5 :cT1cN " 1 SCALE 1/2" = 1 SCALE 1/2 = 1' 1' CONC. SLAB NEW 4' x 4' STEEL COLUNM L1)1114 10' x 10' x I/2' son. PL WELDED TO COL. AND (48/8 • x 'J' BOLTS W/ WASHER AND NUT (8' LONG) SET N 1/2' CONC. DEPRESION. .\ ETfQN 4 * "BR": CONT. 2X4 UJOOD BRACINCs NAILED TO TOP OF EACH TRUSS BOTTOM CHORD 1.1J /2 -16d NAILS SPACING EQUALLY AS NOTED, MAX. 10 -0". 'X': VERTICAL 'X' BRACING COMPOSED OF 2'x4'5 NALEDTO TRU55E5 W/ 2 -16d NAILS EA. POINT OF CONTACT, AS PER TPI 1 -118 91, PAGE 4. 3x8 RAFTERS • 24' O.G. 1/4' TS 4'X4'X 1/4' —2 PERdOS BOLA % 2 -5/8' MB. — THRU A 325 r — 3'X8' SYP'2 WD RAFTERS• 2' -0' O.0 / ' — ROOF RAFTERS T 2 SEE 5 -1 USE NU -VUE STRAP 3' J MOP 01-011006 ° S,GTION ** 2 4X5X4WX1 /4' TK TOP IE WELDED TO COL. W/ 4 5 /5'x 6' STUD ANCHORS. � �� • • • •I I I I OI 4a t • 8' x 24' NEW TIE BEAM 12' x 16' THICKENS BARB CONT. AND GRADE FINISH (10) 4' X 10' WD. BM. ON DENSE SELECT STRUCTURAL WITH 1 • 5 4 TRANBV. Revisions Seal 1 .25.05 1ST. ISSUE w U z w 0 cf) cc (f) cn x o w� z 0 0 0 V � c 5 < E p 0 o W o I Q re, Z Q Q � W V Job No. 0) C c 0 C Up Date 11.18.04 Scale SHOWN Sheet No. S -2 AR- 00015344 PROV. 4' CONC. SLAB ON WELL COMPACTED CLEAN FILL W/ 6'x6' 0 1.4 W x 1.4 W WM. (TY •d• III �II�""�II . e. SCALE 1/2' = PREFAB. WD. TRUSS. MFG. TO ' SUBMIT SHOP DWGS. (St5) FOR ARCH. AND CITY APPV'L. 2' x 4' PRE- ENG. WOOD TRUSS 1' x 3' FURRING • 16' 0/6 5/8' GYP. BOARD TYPE 'X' I HR I' x 3' P.T. WOOD FURRING (FIRE STOP) TYPICAL. 8' x 12' CONCRETE TIE BEAM WITH 4 • 5 CONT. W/ 4 - 60' LONG (SENT IN CENTER) CORNER SARK • 5 t• 3 TIE AT 12' ALSO DROP BEAMS AT ALL DOORS AND WINDOWS OPENINGS AND ADD. 2 • 5 SOTT. (UNLESS OTHER WISE NOTED) NEW 8" CONC. BLOCK WALL. PROVIDE 9 GA. (LADDER TYPE) HORIZONTAL JOINT R SHALL AT EVERY SECOND COURSE 16' VERTICAL FOR ALL EXTERIOR WALLS, STANDARD MASONRY •9 SECT • 2104, OF THE SF.S.0 FILL 3 COURSES UJ/ GROUT FOR ROOF BLOKING W00Q BABE SY OWNER FLOOR FINISH. BY OILNER (TYPICAL) 1' CONC. LAS (SEE PET. 6 -1) X 24' REGULAR SEAM 2S -I1 (SEE BEAM SCHEDULE S- 1) TO SE BEYOND 26- 12 All 7 F.F.E.= +2' -9" F.F.E.: -1 -9" + 10' -3" (N.G.V.D.) 1411:ffall4- -111811 SECTiON [D-D C FLAT CEMENT. ROOF TILE t0 MATCH EXIST. W/TYPE 'S' ROOFING CEMENT (PROVIDE NAILS • FIRST 3rd COURSES) OVER • 90 GRANULAR BASE HOT MOPPED 4 HAILED 12' O.G. • 2' LAPS OF • 30 ANCHOR FELT TiN CAPPED N PLACE • 8' 0/6 ON LAPS 4 8' 0/6 ON OVER FIELD OVER 3/4' CDX PLYWOOD. SHEATHING MIN. 26 GAUGE GALV. MTL. FLSH'G. MiN. USE RiNG SHANKED GALV. ROOF NAILS AT ALL EAVES, VALLEYS , RAKED 4 GABLE ENDS THE FIRST LAYER OF SPALL BE 8ET ON 8' WIDE COATING OF BITUMINOUS NOTE: NOA. FOR ROOFING SYSTEM TO BE PROVIDED BY ROOFING CONTRACTOR AT TIME OF SUBMITTAL FOR ROOFING PERMIT. I11 r l mosejOh,,_ IMIIIIZIZ111I1 II111� ._ R -30 INSULATION .. v - '. . . - 8' X 16' REGULAR SEAM 25 -9 : I _ I 1 11 I In L AI g LAI 2' X 8' RAFTERS 24' 0. C. W/2 160 TOE NAILS TO LEDGER ALL) 12 5.0 3/4' CDX PLYWP. DECK 2X4' • 16' O.G. SEARING PART 14R. U/3/8' GYPESD. TYPE 'X' EA. SIDE 2' X 10' WD LEDGER 1.11/3 • 12X3'L. WD SCPEWB TO EA. STUD. 2X4' P.T. FL. PLATE W/• 12X 3' POWER DRIVEN PINS 24' 0/6 WITH 0 12 x 3' TAPCONS. RAFTER 2' X10' • 24' SEE FL. FL PROVIDE HURRICANE STRAP TO SE CONNECTED TO EACH WOOD TRUSS SEE ROOF FRAMING PLANS SH13-2 EQUAL EMBEDDED 4' MiN. IN CONC. TIE BEAM ANp NAILED TO WOOD TRUSS ACCORDING TO DADE COUNTY N.OA ATTACHED. FOR GIRDER TRUSS 'UP -LIFT' 4 STRAP MOO, SEE ROOF FRAMING PLAN 11111-11 + 33' -11" (N.G.V.D.) i X 2' PT. WD. NAILED W/ CONTINUO - UOUS. 3' X 3' 26 GAUGE METAL DRIP ATTACHED W/ 12 GAUGE 1' RNG 5H. NAILS e 4' 0 /C. METAL 2' X 6' WOOD FACIA NAILED TO EACH TRUSS WiTH (2) 10d. I/2 PLYWD W/ PAPER BACK MTL. VYNIL SCREEN VENT W/ MOLDED FRAME CONTINUOUS AROUND ROOF OVER HANG (3' Min.) ( TO MATCH EXIST) PRO V. 26 GAL 64 GALV. FLASHING 4 COUNTER FLASH'G. EXIST. WOOD FLOOR EXIST. ROOF 2 x 4 PT BLOCKING FOR ROOF SHEATHING t CEILING SUPPORT F.F.E.= + -O' -O' 1/1' GYP. BOARD 1/2' 0 X2' STUDS ®12' O.G. INTO SLAB PR WE). TRUSS. MFG. t0 SUBMIT SHOP OWl's8. (8t8) FOR ARCH. AND CITY APFV'L. R -30 INSULATION i•••aiiiii�liiiiii ii ►� 11 I IZ 111 ZI11I11 / 1 /1111 I IZ 111 Z i 1 ! _I ; / p r: 1 1 11 MESISIMMISMIER aLla.aswfilOS. a.pMiV�Ipa�aOMPM alaa/ILaL1=MTKOVA 9 11= L a'X 6 1 X 1/2'W/2 - 5/8 0 X 4'STUDS (MONOLITHIC) OR A. BOLTS IF PLACED AFTER BEAM IS POURED (EACH SIDE OF ' I ' BEAM) USE SIMPSON STRONG BOLT m 5/8' (SEE ATTACH CAPACITY) C as C 1 = C Ak 2' x 4' PRE- ENG. W000 TRUSS x 3' FURRING • 16' 0/6 I' x 3' P.T. WOOD FURRING (FIRE STOP) TYPICAL. 8' x 12' CONCRETE TIE BEAM WITH 4 • 5 CONT. W/ 4 - 60' LONG (SENT IN CENTER) CORNER BARB • 5 4 3 TIE AT 12' ALSO DROP BEAMS AT ALL DOORS AND WINDOWS OPENINGS AND ADD. 2 • 5 BOtt. (UNLESS OTHER WISE NOTED) PROVIDE 9 GA. (LADDER TYPE) HORIZONTAL JOINT REINFORCING SHALL AT EVERY SECOND COURSE 16' VERTICAL FOR ALL EXTERIOR WALLS, STANDARD MASONRY •9 SECT • 2104, OF THE F.B.0 4' MIN. WOOD BASE FLOOR FINISH. BY OU.NER (TYPICAL) 1' 6ONC. LAS (SEE PET. S -1) W8 X 40 2 - 5/8' TYPE 'X' SHEETROCK FOR I hr. F.R USE TYPE 'S' DRYWALL SCREWS. H ZONTAL JOINT REINFORCING SH ALL BE PROVIDED AT EVERY SECOND COURSE 16' VERTICAL FOR ALL EXTERIOR WALLS STANDARD MASONRY PER ITEM • 2104, (F) OF THE F.B.G. 1/2' DRYWALL ON 2" x 1' PT FURRING AND R-5 INSULATION. PROVIDE 3/4' EXPANSION JOINT, ALL +- 12 -m" (N.G.V.D.)A'ROUND PERIMETER 6' CONCRETE SLAB ON GRAD 1.11/6X6- W2.1 X 11)2.11111P ON 6MM VISQUEEN ON WELL COMPACTED SOIL 311 WELL COMPACTED GROUND SECTION �. SCALE 1/2' = 1' -0' FLATT CEMENT. ROOF TILE TO MATCH EXIST. W/TYPE 'S' ROOFING CEMENT (PROVIDE NAILS e FIRST 3rd COURSES) OVER • W GRANULAR SASE HOT MOPPED t HAILED 12' O.G. • 2' LAPS OF • 30 ANCHOR FELT TiN CAPPED IN PLACE • B' 0/6 ON LAPS 4 e' 0/6 ON OVER FIELD OVER 3/4' CDX PLYWOOD. SHEATHING MN. 26 GAUGE GALV. MTL. FLSH'G. MiN. USE RING SPANKED GALV. ROOF NAILS AT ALL EAVES, VALLEYS , RAKED 4 GABLE ENDS THE FIRST LAYER OF SPALL BE SET ON 2 WIDE COATING OF BITUMINOUS NOTE: NOA. FOR ROOFING SYSTEM TO BE PROVIDED SY ROOFING CONTRACTOR AT TIME OF SUBMITTAL FOR ROOFING FERMI 12 5 ,1,ALL) CNI PROVIDE HIURRICANE STRAP TO SE CONNECTED TO EACH WOOD TRUSS SEE ROOF FRAMING PLANS SH.8-2 EQUAL EMBEDDED 4' MiN. iN CONC. TIE BEAM AND NAILED TO WOOD TRUSS ACCORDING TO DADE COUNTY N.0A ATTACHED. FOR GIRDER TRUSS 'UP -LIFT' 4 STRAP MOD, SEE ROOF FRAMING PLAN 5 -3) T.O.B.= +21' -11" 33' -11" (N.G.V.D.) 1' X 2' PT. WD. NAILED W/ CONTINUO UOUB. 3' X 3' 26 GAUGE METAL DRIP ATTACHED W/ 12 GAUGE 1' RiNG Si-I. NAILS • 4' 0 /C. METAL 2' X 6' WOOD FACIA NAILED TO EACH TRUSS WiTH (2) 10d. 1/2 PLYND W/ PAPER BACK MTL. LATH 4 5/8' STUCCO VYNIL SCREEN VENT W/ MOLDED FRAME CONTINUOUS AROUND 1 OVER HANG (3' Min.) ( TO MATCH EXIST) (PROVIDE 5/8' Min. STUCCO ON NEW 8" CONC. BLOCK WALL.) PROVIDE • 5 TIE DOWN • 4' 0/6 JAMS ALL WINDOW 4 DOOR OPENINGS. 11 F.F.E.= -1' -9" + I0' -3" (N.G.V.D.) 24' x 12' CONCRETE FOOTING WITH (3) " 5 BARS. CONT. \4 8' CMU. uJ/ 0 9 GA HORIZ. REiNF'G. 16' OO. VERT. PROV. 6' X 6' CONC. WALL CAP. W/ 1•5 HORIZ PROV. 1.5 • 32' VERT. REiNF'G T.0.5. = +10 +22 11 .V.ED.) 4'X4'X1/4' T.S. COL. 11.1/10'Xi2'XI/2' BOTT. iE W /4 -5 1e A13.4 10'X12'X1/2' TOP Fe W/4 -3/8' 0 ANCHOR STUDS -4' LONG MI - - NI MN MB MD MD MI MI Ell '. - MI ma •.e as 1 1,./forvArza■J'Ar.fareArzavage.ar.avAire;ii7 4' CGNCRETE SLAB ONGRADE Ill/6X6- 1112.1 X W2.1 U LF ON 6MM VISQUEEN ON WELL COMPACTED 601L V2 i X 2' WELDED S1U06 • 12' O.0 ( TYP) lr 1� cp IUa x 40 'F- 9' x12' x I/2 3TL PLATE WI 4 -9/8' STUDS. / 1 \ EDETAIL \ 5-3/ N.T.S. 5/8'4 X 4' STUDS INTO SLAB \II1111II1L1I111Z111I1ZI1111Z111I1 _ 11 R -30 INSULATION UJS PLATE BEYOND i 01 FLATt CEMENT. ROOF TILE t0 MATCH EXIST. W/TYPE 'S' ROOFING CEMENT (PROVIDE NAILS • FIRST 3rd COURSES) OVER • 90 GRANULAR BASE HOT MOPPED 4 HAILED 12' O.C. • 2' LAPS OF • 30 ANCHOR FELT TIN CAPPED iN PLACE • 8' 0/6 ON LAPS 4 8' 0/6 ON OVER FIELD OVER 3/4' CDX PLYWOOD. SHEATHING MIN. 26 GAUGE GALV. MTL. FLSH'G. MIN. USE RING SHANKED GALV. ROOF NAILS AT ALL EAVES, VALLEYS , RAKED 4 GABLE ENDS THE FIRST LAYER OF SPALL BE SET ON 8' WIDE COATING OF BITUMINOUS NOTE: NOA. FOR ROOFING SYSTEM TO BE PROVIDED 0Y ROOFING CONTRACTOR AT TIME OF SUBMITTAL FOR ROOFING PERMIT. PROVIDE HURRICANE STRAP TO SE CONNECTED TO EACH WOOD TRUSS SEE ROOF FRAMING PLANS SH.8-2 EQUAL EMBEDDED 4' MIN. N CONC. TIE SEAM AND NAILED TO WOOD TRUSS ACCORDING TO DARE COUNTY N.0A ATTACHED. FOR GIRDER TRUSS 'UP -LIFT' 4 STRAP MOD, SEE ROOF FRAMING PLAN 1' X 2' PT. WD. NAILED W/ CONTINUO UOUS. 3' X 3' 26 GAUGE METAL DRIP ATTACHED W/ 12 GAUGE I' RING SW. NAILS • 4' O /C. METAL. 2' X 6' WOOD FACIA NAILED TO EACH TRUSS WiTH (2) 10d. 1/2 PLYNO W/ PAPER BACK MTL. LATH 4 5/8' BTUGCO VYNIL SCREEN VENT W/ MOLDED FRAME CONTINUOUS AROUND ROOF OVER HANG (3' Mn) i ( t0 MATCH EXIST) O.3I' N c0 1' CONC. SLAB (BEE DET. f3-I) 24' x12' CONCRETE FOOTING WITH (3) • 5 BARB. CONT 6) SECTION P- a SCALE 1/2" = 1' -0' 1/2' DRYWALL ON 2" x 1' PT FURRING AND R -5 INSULATION. 12 11 ALL) PREFAB. WD. TRUSS. MFG. TO SUBMIT SHOP DW1's8. (S46) FOR ARCH. AND CITY APPV'L. 2' x 4' PRE- ENG. WOOD TRUSS I' x 3' FURRING a 16' 0/6 PROVIDE 9 GA. (LADDER TYPE) HORIZONTAL JOINT REINFORCING SHALL AT EVERY SECOND COURSE 16' VERTICAL FOR ALL EXTERIOR WALLS, STANDARD MASONRY •9 SECT • 2104, OF THE F.S.0 W8 1/2' GYP. BOARD I' x 3' P.T. WOOD FURRING (FIRE STOP) TYPICAL. 8' x 12' CONCR TIE BEAM WiTH 4 • 5 CONT. W/ 4 - 60' LONG (BENT IN CENTER) CORNER BARS • 5 4* 3 TIE AT 12' ALSO DROP BEAMS AT ALL DOORS AND WINDOWS OPENINGS ADD 2 • 5 BOLT. (UNLESS OTHER WISE NOTED) 1' CONC. SLAB (BEE PET. 6 -1) I/2' 0 X 2' STUDS a 12' O.C. INTO SLAB L8' /2'W -5/8 0 X4'STUD (MONOLITHIC) OR A. BOLTS IF PLACED AFTER BEAM 15 POURED (EACH SiDE OF " f ' BEAM) USE SIMPSON STRONG BOLT 4) 5/8' SEE ATTACH C • - A TY) 2- /8' TYP' "X' SHEETROCK FOR I hr. 1 R. USE TYPE '5' DRYWALL SCREWS. HORIZZONTAL JOINT (LADDER BE PROVIDED AT EVERY SECOND COURSE 16' VERTICAL FOR ALL EXTERIOR WALLS STANDARD MASONRY PER ITEM • 2104, (F) OF THE F.B.G. PROVIDE 3/4' EXPANSION JOiNT, ALL AROUND PERIMETER 6' CONCRETE SLAB ONGRADE 11.1/6X6- W2.1 X W2.1 WWF ON 61-IM VISQUEEN ON WELL COMPACTED SOIL WELL COMPACTED GROUND PROVIDE TER"iITE SOiL TREATMENT TO COMPLY THE SEC. 1816.1.1 FSC. A Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: 'The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws eetabllehed by the Florida Department of Agriculture and Consumer Services.' 4' MIN. WOOD BASE FLOOR FINISH. SY OWNER (TYP Revisions 1 25.05 1ST. ISSUE 30.05 CITY COMM .14.05 CITY COMM w U z w D u) 1 = w � cc W . cc 1- 0, x � W u_ ( 0 z °6 o � D D W8; CC co (/) 'O u) r W •0 W ( I z _ Cr) 2 C c C c0 0 0 Job No. Date 10.18.04 Scale SHOWN Seal AR- 00015344 Sheet No. S -3 • 11 11 11 ■ 111 __ 111 iiiiii 111•••iii�eiiiii�< I�IZ� 111. L I I I I I I I 1 1 I I►' 1 IZ IZ I l I ZIZ I► IZ Z� ZI111= it ( 1 1 11 C IE1 1 °° lu 1 1 1 11 • 1 c 4-. J 1 24' / 4 A c o tro statem for V IO FAZZI iii ii• *111•••T 1. aT iTiTiei 16 �1,11�Z11►�IHIIlIZI �IIi1I11111IEIZ 1 • —I II - 4 rc ttttttttttttttt a • T C . 111 111 =1 1: 1► 1 1 1 1 1 �1 . C i i i i i i i i i►: I I S -3 EXIST GARAGE SLAB 33 =1 • R-30 iNSULAT ION • MIAMI 15 C • • • • •-. MP — J = 11 - = 1 ML_. . 1 III TI_ I I — 1 II. IL1° 11. + 12'- 0"(N.G.\.D.) PROVIDE HURRICANE STRAP TO BE CONNECTED TO EACH WOOD TRUSS EQUAL EMBEDDED 4' MN. IN CONC. 11E SEAM AND NAILED TO WOOD TRUSS ACCORDING TO DADE COUNTY N.OA. ATTACHED. FOR GIRDER TRUSS 'UP -LIFT' 4 SCRAP MOO, SEE 1ST. 4 2ND FL. ROOF FRAMING PLAN W I' X 2' PT. D. NAILED W/ CONTINUO UouS. 3' X 3' 26 GAUGE METAL DRIP ATTACHED W/ 12 GAUGE 1' RING SH. NAILS • 4' O /C. METAL 2' X 6' WOOD FACIA NAILED TO EACH TRUSS WITH (2) 10d. 1/2 PLYD W/ PAPER BACK MTL. LATH. PROV. 3/4' PLYWOOD EA. SIDE W/ 16d NAILS e 3' O.C. STAGGER FOR TRUSS iNTEGITY. CUT TRUSS TO TRUSS TO FIT NEW 2ND. FL. WALL AFTER REINFORCING IS N PLACE PROv. FELT PAPER PROTECTION TO AVOID CONTACT W/ CONC. FN. FL. 4 WOOP 3.46E BY OWNER WD. SUB - FLOOR 2 - X 10' PT. WD. LEDGE 2' X 10' 24' O C. F.F 0' -0' EXIST. GARAGE SLAB SPANISH TYPE BARREL TiLE W/ TYPE '6' ROOFING CEMENT (PROVIDE NAILS • FIRST 3rd COURSES) OVER " 30 GRANULAR BABE HOT MOPPED 4 nAiLED 12' O.G. • 2' LAPSOF 0 30 ANCHOR FELT TIN CAPPED IN PLACE • 8' O/C ON LAPS 4 e' O/C ON OVER FIELD OVER 3/4' CDX PLYWOOD. SHEATHING MN. 26 GAUGE GALV. MTL. FL&H'G. MIN. USE INC R SPANKED GALV. ROOF NAiLS AT ALL EAVES, VALLEYS , RAKED 4 GABLE ENDS THE FIRST LAYER OF &PALL B C E SET ON 8' WIDE OATING OF BITUMINOUS NOTE: NOA. FOR ROOFING SYSTEM TO SE PROVIDED BY ROOFING CONTRACTOR AT TIME OF SUBMITTAL FOR ROOFING PERMIT. MEMBRANE FLASHING ROOFING INSTALL 3/4' CDX PLYWD. FLAT W/ 4 X12 CRICKET 4 FLASHING SECTION G-G SCALE 1/2' = I' -0' 12 ALL) PREFAB. WD. TRUSS. MFG. TO SUBMIT SHOP D1LGS. (S46) FOR ARCH. AND CITY APPVL. 2' x 4' PRE- ENG. WOOD TRUSS x 3' FURRING • 16' O/C I' x 3' P.T. WOOD FURRING (FIRE STOP) TYPICAL. B I/2' GYP. OARD 8' x 12' CONCRETE TIE BEAM WITH 4 • 5 CONT. W/ 4 - 60' LONG (BENT iN CENTER) CORNER • 5 4" 3 TIE AT 12' ALSO DROP BEAMS AT ALL DOORS AND WINDOW AND ADO. OPENINGS AN ADD. B 2 0 5 OTT. (UNLESS OTHER WISE NOTED) NEW 8' Gt-IU WALL PROVIDE 9 GA. (LADDER TYPE) HORIZONTAL JOiNT REINFORCING AT EVERY SECOND COURSE (16' VERTICAL) FOR ALL EXTERIOR WALLS, STANDARD MASONRY "9 SECT "2104, OF THE F.B.0 NEW 4' GONG. SEE FL. PLAN 8 -1 WELL COMP. FILL EXIST. TERRACE BLAB. PREFAB. WD. TRUSS. MFG. TO SUBMIT SHOP DWGB. (S46) FOR ARCH. AND CITY APPV'L. VIDE 2' x 4' VERTICAL CROSS BRACING O.C. TO 3' MIN. WALL HEIGHT XTEND TO FIRST TWO SAYS OF TRUSSES BARS 1' x 3' FURRING • 16' O/C 1/2' GYP. BOARD 4' MIN. WOOD SASE 1/2' 0 X2' STUDS a 12' O.C. INTO SLAB WO X40 2- 5/8' TYPE 'X' SNEETROCK FOR 1 hr. F.R USE TYPE 'S" DRYWALL SCREWS. 6' CONCRETE SLAB ONGRADE W /6X6 W2.1 X 1.02.1 1.111.11F 1.111.11F ON 6MM ViSQUEEN ON WELL COMPACTED SOIL PROVIDE HURRICANE STRAP TO CONNECT 2'x 4' OUTLOOKER TO WOOD LEDGER W/ A 'U.S.P.C.' STRAP MOD. " TA 22 (1155 • - UPLIFT CAP) STRAP OR APPV'D EQUAL EMSED 4' MIN. IN CONC. W TIE BEAM AND NAILED TO OOD TRUSS ACCORDING TO DADE COUNTY N.O.A. ATTACHED. USE 'NU - WE.' HURRICANE CLIPS (131 UPLIFT CAP.) NAILING PATTERN BY N.OA ATTACHED 1' x 3' P.T. WOOD FURRING (FIRE STOP) TYPICAL. a' x 12' CONCRETE TIE BEAM WITH 4 •5 CONT. W/ 4 - 60' LONG (BENT IN CENTER) CORNER BARB • 5 4 3 TiE AT 12' ALSO DROP BEAMS AT ALL DOORS AND WINDOWS OPENINGS AND ADD. B 2 0 5 OTT. (UNLESS OTHER WISE NOTED) PROVIDE 9 GA. (LADDER TYPE) HORIZONTAL JOINT REINFORCING SHALL At EVERY SECONI COURSE 16' VERTICAL FOR ALL EXTERIOR WALLS, STANDARD MASONRY 40 9 SECT "2104, OF THE S.F.B.0 FLOOR FINISH. BY OWNER (TYPICAL) 1' CONC. SLAB (SEE DET. 8 -1) LS' -5/8 0X 4'STUDS (MONOLITHIC) OR A. BOLTS IF PLACED AFTER BEAM IS POURED (EACH SIDE OF ' I ' BEAM) HORIZONTAL 3 JOINTT REINFOR I TYPE) 61 TALL BE PROVIDED AT EVERY SECOND COURSE 16' VERTICAL FOR ALL EXTERIOR WALLS STANDARD MASONRY PER ITEM "2104, (F) OF TI-4E FI3.C. I/2" DRYWALL ON 2' x 1' PT BURRING AND R -5 INSULATION. PROVIDE 3/4' EXPANSION JOiNT, AL AROUND PERIMETER S CT[ON SCALE 1/2" = 11 ALL) II 11 CN1 2' x 6' W. LEDGER ( PT. s WALL) W/ 5/8 • A.B. 32' O.C. MIN. 4' EMS. I' X 2' PT. WD. NAILED 1.11/ CONTINUO - U OUS. 3 X 3' 26 GA . GALV. MTL DRIP ATTACHED W/ 0 12 GAUGE I' RING SH. NAILS • 4' O /G. METAL DRIP TO CLEAR 1/2' MIN. FROM I'x 6' WOOD FASCIA NAILED TO WOOD NAILER WITH 10d. 24' O.C. 1/2 PLY W/ PAPER BACK MTL. LATH. 8'X8' CONC. RAKE BEAM W/ 2 5 2' x 4' PT. LEDGER FOR CLG W 1/2' 0 3 3/16 AB IN FiLL CELL • 24' O.G. T.O.B.= +21' -11" 33' -11" (N.Cs.V.D.) 8'X16' CONC. BEAM ( BEAM 28 -3 SEE DET, 6 -1) (PROVIDE 5/8' Mfn. STUCCO ON NEW 8' CONC BLOCK WALL.) PROVIDE " 5 TIE DOWN e 4' O/C JAMS ALL WINDOW 4 DOOR OPENINGS. F.F T.0.5.= +10 +22 11 "C3.V F.FE.= -1' -9" + 10' -3" (N.G.V.D.) + 10' -3" (N.G.V.D.) 12' CONCRETE NEW FOOTING WITH (3) " 5 OARS. CONT. PROVIDE TERMITE SOIL TREATMENT TO COMPLY THE SEC. 1816.1.1 F•C. tlflcate of Compliance shall be issued to !ding department by the licensed pest th company that contains e followin building has received a complete treatment a prevention of subterranean termites. Tre mart 18 in accordance with rules and laws ablrshed by the Florida Department of Agriculture and Consumer Services.' x 3' FURRING • 16' O/C 1/2' GYP. BOARD x 3' P.T. WOOD FURRING (FIRE STOP) TYPICAL. 8' x 12' CONCRETE TIE BEAM WITH 4 • 5 CONT. W/ 4 - 60' LONG (GENT IN CENTER) CORNER BARS • 5 4 3 TIE AT 12' ALSO DROP 6E41'18 AT ALL DOORS AND WINDOWS OPENINGS AND ADP. 2 • 5 &OTT. (UNLESS OTHER WISE NOTED) PROvIDE 9 GA. (LADDER TYPE) HORIZONTAL JOINT REINFORCING SHALL AT EVERY SECOND COURSE 16' VERTICAL FOR ALL EXTERIOR WALLS, STANDARD MASONRY "9 SECT " 2104, OF THE SP.B.0 NEW RAKE BEAM TO &OPPORT EXIST. GARAGE ROOF 4' MIN. WOOD BABE FLOOR FINISH. BY OWNER (TYPICAL) 1' CONC. SLAB (SEE •ET. S - EXIST. T.B. 4 GARAGE DOOR BM. BLOCK EXIST./ GARAGE DOOR W/ NEW 8' CMU. 2' X 8' RAFFTER • 24' O.C. 2' X 10' LEDGER (SEE DET. 8 -I) _ 2,500 PSI SOiL BEARING CAP. PER SOIL REPORT (SEE ATACHED) SCALE 1/2' = SECTION t =t BALL) — MBRANE FLASHING ROOFING 1' X 2' Pt. WO. NAILED W/ CONTINUO - UOU6. 3' X 3' 26 GA . GALV. MTL DRIP ATTACHED !W "12 GAUGE 1' RiNG SH. NAILS • 4' O /C. METAL DRIP TO CLEAR 1/2' MiN. FROM 15x 6' WOOD FASCIA NAILED TO WOOD NAILER WITH 10d. 24' O.C. INSTALL 3/4' GDX PLYWD. FLAT W/ 4 X12 CRICKET 4 FLASHING 1/2 PLYD W/ PAPER BACK MTL. LATH. 8'X8' GONG. RAKE BEAM W/ 2" 5 ExF T. FOOTING 7.O.15.: +21' -11 33 (N.G.V.D.) 2' X 6' X 24'L PT. WD. BLOCKING W/ 2 CONC. NAILS TO GAR SLAB. FRAMED FLOOR OVER EXIST. (OLD) GARAGE PROV. NEW 2' X 10' WO. RAFTERS • 24' O.G. (SEE FOUND. PLAN 6 -1) 2' X 10' WD. RAFTERS (SEE) FL. PLAN 6-1 EXIST. GAR ROOF F.F.E.: -1' -S" 9' -11 "(N.G.V.D.) Revisions 1 .25.05 1ST. ISSUE 31 .05 CITY COMM w 0 z w O w � o� w H u) x � W � u_ � z o � 0 0 W - � T CC co c� }-- (1)0 • 0 0) 0) W O z Cr) C uJ G O � C G rn 5 < E 0 N _ W p LL Q IQ Z C Q p 3 as V CI 0) C C co 0 L 0 n, ' C • Job No. Date 10.18.04 Scale SHOWN Seal AR- 00015344 Sheet No. S -4 PLUMBING FIXTURE SCHEDULE PLUMBING NOTES. ITEM NAME LOCATION REMARK i ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP VALVES, "P' TRAPS, SUPPORTS, P 4 T VALVES. ETC., AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE. 2 WASTE AND VENT LINES SHALL BE P.V.G. 3 PROVIDE WATER HAMMER ARRESTOR AND SHUT OFF VALVES AT EACH PLUMBING FIXTURE WATER SUPPLY. 4 USE TYPE 'M' COPPER PIPE ABOVE GROUND TYP. 5 USE TYPE 'L' COPPER PIPE UNDER GROUND TYP. 6 ALL UNDER GROUND WATER PIPIN'- SHALL BE SLEEVED I USE PVC SCH. 40 PIPE TYP. S SLOPE: 1 /S' 3' 0 4 LARGER 1/4' 2' to 4 SMALLER P -I TANK WATER CLOSET MASTERBATN BY OWNER P - 2 BATHTUB MASTERBATN BY OWNER P -3 LAVATORY MASTERBATN BY OWNER 3' DOU N TO 1ST. FLOOR (11 F.U) W. ;I 2' V.T.R. 2' G.O. LAY. 2' VENT. DOWN — \ \ 2' V.T.R. 2' G.O. MASTER BATH. (11 F.U) T UB . . _AY. 2' c � ./ SNW. 2ND. 1 a SEER Pl AN SCALE: 1'= 1 /d" n — — - - 3' FROM — 2ND. FLOOR II F.0 3' -C.O. • ' 1 3' - - 3' 2" C.O. LAY. (1 F.U) DRYER LTALADIRY D R71k1 � OX. -1-2' 1W.M 1(2 F.U) 2" V. FROM 2ND. R_OCR 1ST. =1=.00 5. SEWE SCALD: I' = I/4" SNW. 2" G.O. BAT4(5 F.U) LAY. Ol O 2' V. i Ir1111.111110111111111 FLAN =- . 2 0 0 � r 1 4°1 ' w • �.c ; i BAT�+.(4 .0 L4v. TOTAL IS F.0 SEE SITE PLAN FOR CONTINUATION � L • 1J ' -C.O. FOFR TOTAL FIX. UNIT SEE SITE FLAN J. ■ 1 3' S.S. TO EXIST. LINE SEE SITE PLA SN. " A -O TOTAL 5 F.0 0 • Revisions W U z w O cp cc F-- F—: cf) u) X o W� z 0 0 0 6.15.05 DOH COMN. 6.22.05 DOH COMN v 5 a� (6 E a V N 0 W 0 J r U 06 V Q °' 3 2 Job No. 25.05 CITY COMM 28.05 CITY COMM co Co T CD E • 0 LL. z5 O � CO c co 1 O N Date 11.18.04 Scale SHOWN Seal P -1 AR- 00015344 Sheet No. Revisions A A ....... A A A A w 0 z w 1 Q 3Mr i Sl L..L_. _ _,:___ , h V / is JCS ARCH I TI C JUAN CARLC Design 8c De Job No. Date 11.18.04 Scale SHOWN / 1Z _ZO Seal AR- 00015344 Sheet No. P -2 1/2' UJ.C. 1 1. 3/4' u cw u.J.i.G. MASTER-1A; BATH E3,47 MASTER BED ROOM WALK- IN- CLOSET. OWNER) 3/4' C.W. 4 1/2' a CEILING SPACE L L 2ND. FLOOR PLUMBING PLAN SCALE:1 1/4" TERRACE OPEN OK NEW SEATING AREA 3/4' G i 1/2' H.W. FROM ISST. FLOOR rri OF E�1D *l CK 1 : ✓ r 3/4 H. 4 C. w-r . 1/2' To WSf STO, CONN. BOX. MAID QUARTERS COvER TERRACE GARAGE ANTI- SCALD vALvE p DEN. C.L. 1 BATI-Aq_QM 1/2' A/C 1/2' 3/4 N.B. 3/4' C. wTR ABOVE CL& C L X3/4' 3/4' 3/4' 1ST. FLOOD PLUME3INC1 FLAN 0 0 L . 1 4 COVERED DECK r r 3/4' C.W. 4 1/2' N.W. UP TO 2ND. FLOOR 0 FAMILY ROOM n PLUMBING FIXTURE SCHEDULE ITEM P -1 P -2 P -3 NAME TANK UUATER CLOSET BATHTUB LAVATORY LOCATION MASTERBATI-4 MASTERBATH MASTERBATN REMARK BY OWNER BY OuJNER BY OWNER PLUMBING NOTES. 1 ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP VALVES, 'P' TRAPS, SUPPORTS, P 4 T VALVES. ETC., AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE. 2 WASTE AND VENT LINES SHALL BE P.V.G. 3 PROVIDE WATER HAMMER ARRESTOR AND SHUT OFF VALVES AT EACH PLUMBING FIXTURE WATER SUPPLY. 4 USE TYPE 'M' COPPER PIPE ABOVE GROUND TYP. • USE TYPE 'L' COPPER PIPE UNDER GROUND TYP. O ALL UNDER GROUND WATER PIPING SHALL BE SLEEVED 1 USE PVC SCH. 40 PIPE TYP. 8 SLOPE: 1/8' 3' 4 4 LARGER 1/4' 2' P 4 SMALLER Revisions 4 1.25.o5 1ST. ISSUE ©12.24.05 CITY COW/ 0 A D A W 0 z W 0 Q (f) W _ — G z.-- cp 0 Job No. Date 1 1 .1 8.04 Scale SHOWN 4)2.25: Seal AR- 00015344 Sheet No. M - 1 Duct size, Inches Maximum Hanger Spacing 48: UJide or g rater 4 Ft Less tha 4S' wide and less than 48" deep &Ft UJidth 'between 20" 4 40" and greater than 1 &" deep &Ft Less than 29" wide and 10" depth or less 8Ft 2 CU -1 1 80 CFM 8' x6' E .F. (SEE SCHED) !25 CFM S'x6" \\ i 6' N- CLOSE'. 1EL ( CFM 12 "x 6'S.R. MASTED 547-4001 S0 CFM 8' a" SCA_ 1 : 1 /4 TUB / xi A.N.U. ABOVE CLG, SEE DETAIL 215 CFM 0 , x 10 ' 8' 2ND. 1 I .00H NIEG1 x 24 RA CN FINISH CEILINCs - R4CE 1 I/2 x 1/2' UNISTRAP 1 135 CFM 8' x 8' RAG H NE'U S ATINS Ada/ RCOF •t )f9ef LUV. DOOR SUPPLY PLENUM It :'4 • FAN COIL UNIT 'DUCT SUPP r150LATING CLAM* (TYP) IR ALL THREADED BOLTS, LENrsT45 As FECUIRED 7 TYPICAL OF FOUR AUXILIARY DRAIN W/WET DET. GALV. THREADED ROD L WAShER, LOCKWASHER 4 NUT RTS AS PER &MAGNA STANDARDS /C DUCT FAN COL MOUNTING DETAIL 5 AUXILIARY DRAIN W/ 3/4`7 PVC PIPE TO D1 5C -ARGE ON A VIS BLE LOCATION COND. CRAIN PIPE 3/4' 4'0 GALV. DUCT (30 GA MIN) THRU WALL 4 JACK w /B.D.D. DRYER EX 4. UNDER STORAGE RAISED WD. FLOOR. ROOF JACK 51 -TALL NOT BE SCREENED, 4 SHALL COMPLY W/ TABLE 603.3 C U - 2 CU -1 NU -TONE EXk FAN /80 CFM. -1 W/ 4" m METAL DUCT, TO OUTSIDE WALL CAP W /B.D.D. IL PER FMC. 402.31 (TYP. ALL BA7H) 2'0 DRAIN PIT 1 ' AWAY FROM STRUCT. TO COMPLY LU/SEC. 1503 4 4 FBC. 100 CFM E3" x 6' `'LAID QUARTE �S 120 CFM S" x6' (S F LIQUID i SUCTION LiNES ABV. CLG. SPACE 3/4" Cu RELIEF DISCI -ARGE LINE (w;4), W/ I" MiN. AIR GAP TO OUITSiDE GREEN AREA, TERMINATE 6' ABOVE F'N. GRADE 1[ 1 • • + 5, 55 CFM (2" x 6' STANDARD 3" WIDE NANCIERS Hanget extension to be the sum of the distances between the hanging wires and the duct size, ID lSmacna) 11 Air 140 CFM 8' x8" DEN. 4' 0 METAL DUCT. (26 GA 71-452L1 WALL UJ/ WP CAP —BIRD SCREEN 4 B.D.D. PER 'v FMC 4023.1 (TYP. ALL 3) K1 •r1 \ x 4' a' 4 I * r 1ST. LOOfR MECi L FLAN M 40 CFM 6'x4" 4" m - 15 CFM 6' 40 CFM + 6' x 4" AA. 7— I I LJ 1 4ANGEfRS AND SUFFQTS N.T.S. r ( ')1!0 CFM 'x DOOR WITI -I - 24 r; E D. 0 � '� NOTE: LIMIT FLEXIBLE DUCTS TO THE FLEXIBLE CONNECTORS TO 14 FEET MAXIMUM LENGHT. FLEXIBLE DUCTS MUST BE PROVIDED WITH METAL LINER. Revisions 0 0 A A A 0 W 0 z W 0 WEIGHT LBS. ( J w TOI� 4 14 Mast - e r m ath NUTONE Cro50 or SIMILAR _ - 1/30 150 I/8" _ _ _ 10 x 10 x ro ro � GRILLE, RELLE, �o d� " 5/M DUCT w /B.D.D. 4 ROOF CAP AHU -1 835 25.0 18.8 67 80 230 1 5 23 Job No. Date 11.18.04 Scale SHOWN 3/8 r 1 AHU -2 1 020 1122. Seal AR- 00015344 Sheet No. M -2 FAN -COIL AN SCE i � �� FAN 4. MANUFACTURER AND MODEL NO. RPM NP GEM 8" S.P ELECT. SERVICE VOLTS /PP /Hz DIMENSIONS WxLXH (IN.) WEIGHT LBS. REMARKS TOI� 4 14 Mast - e r m ath NUTONE Cro50 or SIMILAR 150sa 1/30 150 I/8" 115 /1 / 10 x 10 x ro ro � GRILLE, RELLE, �o d� " 5/M DUCT w /B.D.D. 4 ROOF CAP FAN -COIL DESIGNATION CFM MBTUH ENTERING F ELECTRICAL DATA MANUFAC. REF. UNIT OBS TOTAL SENSIBLE WB DB VOLTS PHASES HTNG KW WIRE AMPS FUSES LIQ. SUC. COND. AHU -1 835 25.0 18.8 67 80 230 1 5 23 30 TRANE TWE031 E13FB 3/8 3/4 1 AHU -2 1 020 30.0 22.4 67 80 230 1 8 34 40 TRANE TWE031 E13FB 3/8 7/8 1 CONDENSING UNIT DESIGNATION MBTUH TEMP. ENT. CONDENSER ELECTRICAL DATA MANUFAC. REF. UNIT OBS OR SEER AREA SERVED VOLTS PHASES WIRE AMPS FUSES CU -1 25.0 95 230 1 14 25 TRANE 2TTR2024A1000A 13.0 SHOWN CU -2 25.0 95 230 1 19 30 TRANE 2TTR2024A1000A 13.0 SHOWN CAP FOR FUTURE CONNECTION SOLAR OR HEAT RECOVERY GATE VALV I I NEAT TRAP H.W. TO FIXTURES /� HOT WATER, 3/4 n UNION DRAN VALVE STANDARD RHEEMGLAS. ENERGY MISER GAS WTR. NEATER 815V30D SEE FL. PLA 1 HATE Pfl\CI NO SCALE GATE VALVE COLD WATER, 3/4' UNION PRESSURE d TEMPERATURE n T RELIEF VALVE (ASME APPRVD.) 1 1/2' mV PLUMBING GENERAL NOTES AND SPEbIF 'CAT IONS: 3/4' Cu RELIEF DISCHARGE LINE, W/ 1' MIN. AIR GAP TO OUTSIDE GREEN AREA, TERMINATE 6' ABOVE F. GRADE 12' AWAY FROM STRUCT. G.WH. 50 GAL.- 0.66 EF. 141G 1R41 1. A. SCOPE OF WORK: THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY SHOWN ON THE DRAWINGS, .SPECIFIED HEREIN AND /OR A5 NEEDED FOR A COMPLETE SYSTEM, INCLUDING BUT NOT NECESSARILY LIMI1 1" ; t � 1 15 I. DOMESTIC GOLD AND . HOT UJATER PIPING 51'ST 2. SANITARY DRAIN AND VENT SYSTEMS 3. PLUMBING FIXTURES AND TRIM 4. AIR CONDITIONING CONDENSATE DRAINS 5. PRESSURE AND TEMPERATURE RELIEF. FROM WATER HEATER 6. PIPING INSULATION 1. SUPPORTS AND HANGERS B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE "SOUTH FLORIDA BUILDING CODE' 4 LOCAL ORDINANCES AND IN COMPLIANCE WITH ,THE "FLORIDA ENERGY EF cIq1CY CODE FOR BUILDING CONSTRUCTION','AND 'HRs' REGULATIONS. IN 71-4E EVENT OF CONFLICT BETWEEN -ANY CODE OR REGULATIONS, THE MORE STRINGENT REQUIREMENTS WILL GOVERN. 3/4' 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION, ELEV 1'ON AND SIZE OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATI , OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFORE COVERING 4. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH WATER HAMMER: ARRESTORS OR SHOCK ABSORBERS AS INDICATED ON PLANS. 5. ALL FLOOR DRAINS TO NAVE TRAP PRIMERS 1/2' LINE FROM THE NEAREST PLUMBING FIXTURE. 6. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH THE APPROVED MATERIALS, SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHROME PLATED. FIXTURES 51-4ALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 1. UNDERGROUND WASTE LINES ABOVE 2 "TO BE PVC SCH. 40 AND SLOPE ID 1/8'/ FT. WASTE LINES 2' AND UNDER, AND ABOVE GROUND PIPES SLOPE g 1 /4'/FT. 8. PROVIDE FULLY ACCESSIBLE GLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM, STACKS. CLEAN OUT LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDI G TO CODE. 9. VENT LINES TO EXTEND 9' MIN. ABOVE ROOF AND FLAS1,JITH LEAD. 10. WATER PIPE BELOW GROUND SHALL BE COPPER TYPE "K= * ABOVE GROUND TO BE COPPER TYPE 'L'. OR APPROVED CPVC . NO JOINT 4LLO UED UNDERSLAB. 11. PIPING ( A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH CODE. B. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH }FOUNDATION SLABS OR MASONRY WALLS, CAULK OPENINGS BETWEEN PIPE AND6SLEEVES. C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, IIJAL5, OR CEILINGS, PROVIDE ESCUTCHEONS FIRMLY SECURED TO THE PIPES AND O„ NEAC1ENT OUTSIDE DIAMETER TO COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. 12. INSPECTIONS AND TESTS A. CONTRACTOR SHALL BE RESPONSIBLE TO ASK FOR INSPECTIONS TO THE AUTHORITIES HAVING JURISDICTION, AS TI-4E WORK PROGRESS ,S. ALL SYSTEMS SHALL BE TESTED BY CODE AND /OR LOCAL-,itEGItAATIONS. B. DRAINAGE PIPING_ BEFORE INSTALLATION OF ANY pRAI`N�`�N$; THE ENDS OF SYSTEMS SHALL BE CAPPED AND ALL LINES FILLED WIT TI-44 WATER TO THE HIGHEST POINT AND ALLOWED TO STAND UNTIL INS ECTI NO MADE BY AN OWNER REPRESENTATIVE. 13. STERILIZE ALL WATER LINES WITH A MIXTURE OF TWO (2) POUNDS OF CHLORINATED LIME TO EACH 1.000 GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. 14. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN- SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. AIR HANDLER UNIT INSTALLATION DETAIL NO SCALE SUPPLY DUCT REFRIGERANT LINES W/ INSULATI TO OUTSIDE CONDENSING UNIT THROUGH CLG. SPACE 3/4' PVC. CONDENSATE DRAM w/ 3' TRAP UNION AND CA TO MIN. 6' AS, PRAIN PIT SEE FLOOR PLAN STANDARD METAL STAND FOR AJ -Ill. (T.Y.P) NO COMBUSTIBLE MATERIALS WITHIN A1IJJ RocM AM1 R/A THRU LOUVER POOR x RIGID FIBERGLASS DUCT (R -6) SPIN COLLAR W /LOCKING QUADRANT INSULATED FLEXIBLE DUCT 11 /2' FIBERGLASS WITH POLYETI- .ELENE JACKET AND STEEL WIRE REINFORCING DIFFUSER TYPICAL. DIPFUS1=R CONNECTION DETAIL NO SCALE CEILING PARTITION PROVIDE 4' CLEARANCE ALL AROUND APU PROV. AUTOMATIC DISC. SWITCH TO SHUT- DOWN THE UNIT IN CASE CF CONDENSATE OVERFLOW FLOOR SY SECTION 301 .23 NOTE: PROV. FLOAT SWITCH ON DRAM PROW. 2 -a'P 5.5. ANCHOR CABLES AROUND UNITS. TIE WIRE PIPE INSULATION - REFRIGERANT LINES THRU CLG. TO AIR HANDLER IN A/C CLOSET CONEDENSINC UNIT INSTALLATION DETAIL. NO SCALE CONDENSING UNIT MOUNTED 6' CONCRETE PAD W/4 POWER DRIVEN PINS (11/2' LONG) OR 3/8' A- BOLTS. TO WITHSTAND WINDS OVER 146 MPH PROV. ANCHOR BOLT OF 500 MN. PUL. CAPACITY TO PREVENT THEFT PER DADE ORDINANCE SC- 5 AIR COND I f ION INCA SYSTEM - GENERAL NOTES: L DUCTWORK SHALL BE 1 1/2' THICK, 3 POUNDS PER CUBIC FOOT DENSITY FIBERGLASS WIN VAPOR BARRIER, UNLESS OTHERWISE SPECIFIED. DUCTWORK SHALL BE FABRICATED AND INSTALLED N ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND ACCORDING TO 'ASHRAE' AND 'SMACNA" STANDARDS. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS LLIDTI -4 X HEIGHT. DUCT SYSTEM SHALL COMPLY WITH "NFPA' STANDARD NO. 904 AND /OR 908. DUCTWORK AND COMPONENTS SHALL BE CLASS I MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. PROVIDE TURNING VANES AT ALL ELBOWS 2. COORDINATE LOCATIONS, SIZES AND OPENINGS WITH OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE TRADE IN THE FABRICATION AND INSTALLATION OF THE SYSTEM. 3. DIFFUSERS SHALL BE SELECTED, LOCATED, AND BALANCED IN ORDER THAT THEY DELIVER T1-4E REQUIRED CFM TO THE ENTIRE ROOM EVENLY AND DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELATIVE HUMIDITY COOLING - �6 DB 91 DB - 19 WB 50% TO 60% HEATING - 10 DB 41' - DB 4. ALL FAN UNITS, MOTORS, COMPRESSORS, ETC. SHALL BE ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT NOOBJECTIONABLE SOUND WILL BE HEARD IN THE HABITABLE SPACES DUE TO AIR VELOCITY, MOTOR HUM, VIBRATION, OR MECHANICAL MOVEMENT. 5. A/C SYSTEM SHALL HAVE CLEANABLE AIR FILTERS LOCATED AS REQUIRED FOR EASY ACCESSIBILITY. 6. A/C SYSTEM SHALL BE CONTROLLED BY A THERMOSTAT. MOUNT THERMOSTAT 5' -0' ABOVE FINISHED FLOOR, U.ON. 1 ALL GRILLS AND DIFFUSERS TO BE ALUMINUM OR STEEL CONSTRUCTION. DIF- FUSERS TO HAVE OPOSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES AND DIFFUSERS. TITUS OR AIREGUIDE OR APPROVED EQUAL WHITH ENAMEL INISH O. UNDERCUT DOORS 1' APP., AS INDICATED. 9. ALL REFRIGERANT PIPING SHALL BE COPPER - TYPE L - ACR TYPE, DEHYDRATED AND SEALED. ALL FITTINGS SHALL BE WROUGHT COPPER. ALL JOINTS SHALL BE MADE WITH HIGH TEMPERATURE BRAZING ALLOY OF NOT LESS THAN 5% SILVER PIPING INSULATION NOT LESS THAN 3/4' THICK 'ARMAFLEX'. LIQUID AND SUCTION LINES SHALL BE SIZED ACCORDING TO EQUIPMENT MANUFACTURER'S RECOMMENDATIONS FOR EQUIVALENT LENGTH OF PIPING RUN FOR CONNECTED TONNAGE. ALL PIPING ACCESSORIES SHALL BE CONSTRUCTED 46 SUGGESTED BY EQUIPMENT MANUFACTURER ALL PIPING SHALL BE EVACUATED PER GOOD PIPING PRACTICE BEFORE START -UP.