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800 NE 98 St (8)SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM July 23,1996 Mr. Frank Lubien Building Official 10050 NE. 2nd Ave. Miami Shores, F1 33138 Dear Mr. Lubien: .063 We are the Dade County Notice of Acceptance Holder for the Storm Panels under number 95- 0817.02 .063 This letter authorizes METAL SHIELD to use our Storm Panel approved under number 95- 0817.02 to be used at the following job: Sincerely, Hurst Awning Company Inc. Frank S. Cornelius President DALE ULMER 800 NE. 98St. Miami Shores , Fl D, \PRO DCNTL\PCL ETTER \INFO \B L DGOFF\95 SHU EXP. SAM HURST AWNING COMPANY, INC. or 5795 N.W. 36th AVENUE • MIAMI, FLORIDA 33142 PHONE: (305) 635 -0900 / 1- 800 - 3270905 FAX (305) 634 -9078 Magali Garmendia Executive Vice President ' This form must accompany the application for building permit and shall become part of the permit documents. 2 The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. DESIGN WIND LOADS CPSF) DESIGN WIND LOADS (PSF) TRIB. AREA > 50 SQ. FT. TRIB. AREA > 20 SC. FT. COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) E. (5) NEGATIVE Int. Zone (4) NEGATIVE End Zone(5) 0 -15 37. -39.7 1 -47.0 N 1 -11 41 4 -4'1 1 -CI 1 > 20 -25 43.1 -46.0 -54.3 > 25 -30 1 45.4 -48.4 1 -57.2 > 30 -40 1 49.3 -52.6 I -62.1 > 40 -50 52.5 -56.0 I -66.2 > 50 -60 I 55. 1 -59.0 1 -69.8 . DESIGN WIND LOADS (PSF) COASTAL OR NON - COASTAL BUILDING ZONES TRIB. AREA > 20 SC. FT. POSITIVE Zone(4) L (5) COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) L (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) > 25 -30 55.0 1 -58.3 -75.0. 0-15 1 43.2 -45.9 . I -57.2 ) l -o 46 -49 I -62 I > 20 -25 50.0 -53.1 -66.2 > 25 -30 1 52.7 -56.0 -69.7 > 30 -40 1 57.2 -60.8 -75.7 > 40 -50 1 60.9 -64.8 -80.7 > 50 -60 1 64.2 -68.2 I -85.0 DESIGN WIND LOADS (PSF) DESIGN WIND LOADS (PSF) COASTAL OR NON - COASTAL BUILDING ZONES TRIB. AREA > 50 Q. FT. POSITIVE Zone(4) L (5) COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) L (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) > 25 -30 55.0 1 -58.3 -75.0. 0 -15 1 _u.6 1 -43.4 -51.4 1.-211 I 44 1 -47 1 1 - 55 > 20 -25 47.0 -50.2 -59.5 > 25 -30 1 49.5 1 -52.9 I -62.7 > 30 -40 1 53.8 I -57.4 I -68.0 > 40 -50 I 57.3 I -61.2 I -72.5 > 50 -60 1 60.4 I -64.4 I -76.4 DESIGN WIND LOADS (PSF) TRIB. AREA < 20 SO. FT. COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) L (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 45.1 1 -47.9 -61.5 ) 1._211 49 I I -c, 1 -4. - > 20 -25 52.2 -55.4 -71.2 > 25 -30 55.0 1 -58.3 -75.0. > 30 -40 59.7 1 -63.3 -81.4 > 40 -50 63.7 I -67.5 1 -86.8 DESIGN WIND LOADS (PSF) TRIB. AREA < 20 S1. FT. COASTAL OR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE Eno Zone( 5) 0 -15 41.3 I -43.8 - I I ) 1C_ I 44 E - 5 -4.4 9 > 20-25 1 47.8 -50.6 -64.9 > ...-..10 I I . - ..s . - 68.4 ) 30 -4 0 1 54.7 -57.9 I -74.2 > 40 -50 1 58.3 -61.7 -79.1 DESIGN WIND LOADS CPSF; TRIG. AREA > 20 SG. FT. COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE ZoneC4) & (5) NEGATIE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 39.6 -42.0 -52.1 > 1 -0 42 q -4C - > 20 -25 45.8 -48.6 -60.3 > 25 -30 1 48. -51.2 -63.6 > 30 -40 1 52.4 -55.6 -69.0 > 40 -50 55.8 -59.3 -73.6 > 50 -60 I > 50 -60 67.1 1.4 -71.1 -65. 0 v v L. L..J1 1N r Utz L.,UMt I BUILDINGS WITH A MEAN ROOF HEIGHT < 60 FT. -91 .4 1 -83.3 ROOF SLOPE 8 > -1 0 > 50 -60 ROOF SLOPE, 58.8 -62.4 10 0 1 -77.5 I. TA2.LA.T=] DESIGN YIN t..awn= Aim 3A.m Or A 7 -46 AND 7-93 SPfS.FICATID6 rat CibPOENIS AND CLADDINQ. INC nT1 ,. 1NC. .oc: :a o[ITLRIA ARE UGED. A. NEAR moor HEIGHT N ES: THAN Q EQUAL TO 60 fCLT. 1. IALSC 111NO S11OEDN 110 my C. AM tworrANQ FACTOR Cr Lam Fat CATTSA9rt 1 STRULZ tmcm. FOR CATcz7tT 11 AND 'IL STRliCT1J CS. *LTIPLT A PLICA*S LLAD 1T 1.:Z. D. TRI7ITART ARLA AS NET'.:.. Z. ON=ION Loot: ARL APTL:LAttu rue COASTAL ANm Kr - C'.lu^rAL IuILDING ZONES. Coo 't' I'+ =ED roe A6;. tlil.',INo= LE DS Thom 00 (ELT. 3. r":.':TIYC Arm NEGAT:K LOAD: fat ALL rLO7ir AJr Ind LPU Tic mum moor NCIDNT IS rHc ILILZINL IZ STauCT2RC. A. IU IL:.IIG ZONES ?ML L Z ZTERINTI CD :1N ALAS YTT N T1C DIAGRAM :3Wn. :D :D+ ••• i'1� IPZ or •IrINUN DUILDING vIDTM at AQ= 5 NEAN ROOF K:GIT (P1 ). 1MtCx1•ED I•. TAALLZ2. l.J7 NOT LL= MAN CITHER As OF AININNA 1trTy1 CJZ 3 rccr. Z. LINEAR I>.ANTIDN NAT iC USED ;MR YALtltir Immix TA*.L.ATLD ELEVATIONS. 6. TRZZJTAi2' ARCA ROTXX TO THE AREA or LOAD M C STDN OR omeolDCT RES STS. fat INTERL OtING 1.iau4 SUER AS =RN PANELS Mm F _3IPC (ACCORDION) Small: RS. 1E 9aITTLR AREA NAT It tarp. rot Cane] STTEMM. RCM TD INC CNGIMEERED DIMON= OR THIS I7'ICI: rot AI*ROPRIATt TRI:I,rTARY AREA am USE ^Azi ut tISAII2 FRDI DES:GA LOADS fat TRIA,JTART AREAS L rival Z0 9. FT. PROFESSION ENGINEER V.. KNEZ VIC?i f1. UcercS• KoN PE 0010983 JAM 3 1 1995 Orate amommoimummio VI N N u 0 son 2 a 3 arc ...p ra 94 -200 — .117' TYP. no noi lz A. © ANGLE SCALE 3' = 1 - 0' r l VARIES. S25' MAX. SHEAR FASTENER W 24' C.C. src ANY FUR Q STORM PANEL �J SCALE 3' - 1•• 0' vt3TH UU&IMRTED (PERP. TL PANEL SPAN) SECTIDN LLOCATUDO • L O TYPICAL ELEVATION (v / BATS) TOP MOUNT. 1/4 m x I' SIIAWA1. BOLTS V/ Inc CAST ALUM. VASHk7RE0 VDC.44JTS 17R ..1ACX34ITS. FASTEED AT PANEL OVERLAPS. CSEC PLAN VO:V L NOTE 6) BITTEN MOUNT. OVERLAP FAS'TC/CRS TYP. /SEE NOTE • 6) AL ANGLE =SURE P11= " x 2' x .033' MIN. TO 2' x S' x . CIS' MAX. meal= mANCMG Nmw1A LiXA11130 'GALE 3' - 1' - 0' 4177 © STUDDED ANGLE 0 z z ■ , WIDTH ULINQTED (PERP. TO PANEL SPAN) ®2 'h' HEADER SCALE •3' -1' -0' SCALE • HALF = E L ( MAX DESIGN LOAD t 72 PSF ) {{ WINGNUT ® TYPICAL ELEVATION (V/ BAR L BOLTS PLAN VIEW SCALE: 1 -1/2' TOP IOLKT. 1/4• -20 x 3 -1/2" DOLTS V/ ZIIF � — CAST AL1 . VASHOMM VIM uTS OR J OCNUTS FASTENED AT PANEL OVERLAPS CCM PLAN V V NOTE 61 PLAN VII V I'xI•x 16GASTEEL TUNE cXE PLAN VW L NOTE BITTEN MOUNT. (FOR SMSTALLATIOIS =IN 30' ABOVE GRADE V/ PAW. SPANS OF 101' OR LESS V/ SEPARATSO4 FROM GLASS OF 1 -7/8' OR MORE . BUT L.= THAN 2-12') NOTES. 1. 2. O • AI' x14GA' w_ rum TYP. - (mPrIOML) SEE )ETC 6 L TYPICJIL i f ELEVATION. OVERLAP 4L A NGLE CLOSURE p=, 2• x .I27' MOM. TO Z• x s• x .110' NATO. © 'U' HEADER .1 Or G rzr 1•646. . 090• (TYP) -_ -- - :2= 20630' ® OPTIONAL ANGLE SCALE 1' -0' SCALE •3' -1' -0' THIS smut tS DESIGNED IN ACCORDANCE WITH THE SCO2TH FLORIDA BUILDING CODE. 1994 BROVARD CIIUITY EDITION. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FDR SPECIFIC JOBS VITH ASCC 7-88 'WINIMUN DESIGN LOADS FOR 9(1ILDINGS AND OTHER STRUCTURES." TABLE= SHALL BE arm:we= AT APPROPRIATE DESIGN DADS 3. =m a+ PANELS SHALL BE 3032 -H32 A.I)MINUM ALLOY 0 063' THICK. WITH A NON. Fy (BEFORE ROLLING) OF 26 KS:. ALUMIWM :XTRUSIONS SHALL BE 6063- 76. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF THE END OF THE PANEL WITH A MIN. OF ONE NARKING PER PANEL (SEE STORM PANEL OCTAL/. Q1 FOR LOCATION), AND SMALL BE LABELED AS FOLLOWS. HURST AWNING CZ.. INC. MIAMI. FL. DADE COUNTY PROD. APPRD. 3. ALL BOLTS AND WASTERS SHALL BE GALVANISED OR STAINLESS STEEL WITH MINIMUM Fy • 33 KSI. 6. ALL PANELS SHALL BE FASTENED AT QYERLAPS AT MIDSPAN AS SHOWN IN TYPICAL ELEVATION G. FOR INSTALLATIONS V/ SEPARATION FROM GLASS S 2 - 1?' BUT > 1 -7/8'. SEE TYPICAL ELEVATION ® . FOR SPANS LESS THAN 33 OVERLAP FASTENERS L TUBE ARE NOT RE DUI 7. THE DETAIL; AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSES FOR IMPACT. CYCLIC. AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA201, 202. AND 203. 8. DESSIGN BASED ON NETS TEST REPORTS N0.. 94 - 2920. AND N0.. 9' - 3930. CRL TEST REPORT No. 31021C.CTC TEST REPORT No. 93-022 L No. 93 -031. 9. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON AMY O' THE CIIMPONp4TS OF STORM PANEL SYSTEM ADVISING THE NONE OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PfOTECTIO4 UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. 10. TOP L BOTTOM DETAILS SHOWN MAY BC INTERC)1A CED AS FIELD CODITIONS DICTATE. PANG,; NAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. SHEAR FASTENER a 24' C.C. SEE ANCH EN scHC +• • E FgR AMY ACCEPTABLE ANCHOR EXISTING srmucrumc z3 ://9 t1�1 g o -- r.•.'E3 AS C . . G WITH THE r SC''1011:G CODE E. cg8 F3CCUCT '0L. DIVIS.OY BU=NG CODE COMPLIANCE OFFICE AC ::PTANCE NOS -DKI1 0Z • KNEZEVICH & ASSOCIATES, INC. ENGINEERS, PLANERS 1. PRODUCT TESTING 641 NOVENA DRIVE HIAHI SPRINGS, FLORIDA 33166 Pint (305) 093 -9$71 COPYRIQIT 1993 KNEEEVICH f ASSOCIATES, INC l I I .063' ALUMINUM STORM PANEL I HURST AWNING CO„ INC, 5795 N.V. 36111 AVE. HIAH1, FL. 33142 (305) 635-0900 4 11IO1[)3 ALNICO IOISIA3a 'TYt1)433 NOISIAA! MI3433 uay4nIM V1 iN PROFTr fic FL Lxe r Mc.' PE OoIIIO 4 among O 95 -330 — .117' TYP. no noi lz A. © ANGLE SCALE 3' = 1 - 0' r l VARIES. S25' MAX. SHEAR FASTENER W 24' C.C. src ANY FUR Q STORM PANEL �J SCALE 3' - 1•• 0' vt3TH UU&IMRTED (PERP. TL PANEL SPAN) SECTIDN LLOCATUDO • L O TYPICAL ELEVATION (v / BATS) TOP MOUNT. 1/4 m x I' SIIAWA1. BOLTS V/ Inc CAST ALUM. VASHk7RE0 VDC.44JTS 17R ..1ACX34ITS. FASTEED AT PANEL OVERLAPS. CSEC PLAN VO:V L NOTE 6) BITTEN MOUNT. OVERLAP FAS'TC/CRS TYP. /SEE NOTE • 6) AL ANGLE =SURE P11= " x 2' x .033' MIN. TO 2' x S' x . CIS' MAX. meal= mANCMG Nmw1A LiXA11130 'GALE 3' - 1' - 0' 4177 © STUDDED ANGLE 0 z z ■ , WIDTH ULINQTED (PERP. TO PANEL SPAN) ®2 'h' HEADER SCALE •3' -1' -0' SCALE • HALF = E L ( MAX DESIGN LOAD t 72 PSF ) {{ WINGNUT ® TYPICAL ELEVATION (V/ BAR L BOLTS PLAN VIEW SCALE: 1 -1/2' TOP IOLKT. 1/4• -20 x 3 -1/2" DOLTS V/ ZIIF � — CAST AL1 . VASHOMM VIM uTS OR J OCNUTS FASTENED AT PANEL OVERLAPS CCM PLAN V V NOTE 61 PLAN VII V I'xI•x 16GASTEEL TUNE cXE PLAN VW L NOTE BITTEN MOUNT. (FOR SMSTALLATIOIS =IN 30' ABOVE GRADE V/ PAW. SPANS OF 101' OR LESS V/ SEPARATSO4 FROM GLASS OF 1 -7/8' OR MORE . BUT L.= THAN 2-12') NOTES. 1. 2. O • AI' x14GA' w_ rum TYP. - (mPrIOML) SEE )ETC 6 L TYPICJIL i f ELEVATION. OVERLAP 4L A NGLE CLOSURE p=, 2• x .I27' MOM. TO Z• x s• x .110' NATO. © 'U' HEADER .1 Or G rzr 1•646. . 090• (TYP) -_ -- - :2= 20630' ® OPTIONAL ANGLE SCALE 1' -0' SCALE •3' -1' -0' THIS smut tS DESIGNED IN ACCORDANCE WITH THE SCO2TH FLORIDA BUILDING CODE. 1994 BROVARD CIIUITY EDITION. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FDR SPECIFIC JOBS VITH ASCC 7-88 'WINIMUN DESIGN LOADS FOR 9(1ILDINGS AND OTHER STRUCTURES." TABLE= SHALL BE arm:we= AT APPROPRIATE DESIGN DADS 3. =m a+ PANELS SHALL BE 3032 -H32 A.I)MINUM ALLOY 0 063' THICK. WITH A NON. Fy (BEFORE ROLLING) OF 26 KS:. ALUMIWM :XTRUSIONS SHALL BE 6063- 76. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF THE END OF THE PANEL WITH A MIN. OF ONE NARKING PER PANEL (SEE STORM PANEL OCTAL/. Q1 FOR LOCATION), AND SMALL BE LABELED AS FOLLOWS. HURST AWNING CZ.. INC. MIAMI. FL. DADE COUNTY PROD. APPRD. 3. ALL BOLTS AND WASTERS SHALL BE GALVANISED OR STAINLESS STEEL WITH MINIMUM Fy • 33 KSI. 6. ALL PANELS SHALL BE FASTENED AT QYERLAPS AT MIDSPAN AS SHOWN IN TYPICAL ELEVATION G. FOR INSTALLATIONS V/ SEPARATION FROM GLASS S 2 - 1?' BUT > 1 -7/8'. SEE TYPICAL ELEVATION ® . FOR SPANS LESS THAN 33 OVERLAP FASTENERS L TUBE ARE NOT RE DUI 7. THE DETAIL; AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSES FOR IMPACT. CYCLIC. AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA201, 202. AND 203. 8. DESSIGN BASED ON NETS TEST REPORTS N0.. 94 - 2920. AND N0.. 9' - 3930. CRL TEST REPORT No. 31021C.CTC TEST REPORT No. 93-022 L No. 93 -031. 9. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON AMY O' THE CIIMPONp4TS OF STORM PANEL SYSTEM ADVISING THE NONE OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PfOTECTIO4 UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. 10. TOP L BOTTOM DETAILS SHOWN MAY BC INTERC)1A CED AS FIELD CODITIONS DICTATE. PANG,; NAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. SHEAR FASTENER a 24' C.C. SEE ANCH EN scHC +• • E FgR AMY ACCEPTABLE ANCHOR EXISTING srmucrumc z3 ://9 t1�1 g o -- r.•.'E3 AS C . . G WITH THE r SC''1011:G CODE E. cg8 F3CCUCT '0L. DIVIS.OY BU=NG CODE COMPLIANCE OFFICE AC ::PTANCE NOS -DKI1 0Z • d d e b lc d — .117' TYP. no noi lz A. © ANGLE SCALE 3' = 1 - 0' r l VARIES. S25' MAX. SHEAR FASTENER W 24' C.C. src ANY FUR Q STORM PANEL �J SCALE 3' - 1•• 0' vt3TH UU&IMRTED (PERP. TL PANEL SPAN) SECTIDN LLOCATUDO • L O TYPICAL ELEVATION (v / BATS) TOP MOUNT. 1/4 m x I' SIIAWA1. BOLTS V/ Inc CAST ALUM. VASHk7RE0 VDC.44JTS 17R ..1ACX34ITS. FASTEED AT PANEL OVERLAPS. CSEC PLAN VO:V L NOTE 6) BITTEN MOUNT. OVERLAP FAS'TC/CRS TYP. /SEE NOTE • 6) AL ANGLE =SURE P11= " x 2' x .033' MIN. TO 2' x S' x . CIS' MAX. meal= mANCMG Nmw1A LiXA11130 'GALE 3' - 1' - 0' 4177 © STUDDED ANGLE 0 z z ■ , WIDTH ULINQTED (PERP. TO PANEL SPAN) ®2 'h' HEADER SCALE •3' -1' -0' SCALE • HALF = E L ( MAX DESIGN LOAD t 72 PSF ) {{ WINGNUT ® TYPICAL ELEVATION (V/ BAR L BOLTS PLAN VIEW SCALE: 1 -1/2' TOP IOLKT. 1/4• -20 x 3 -1/2" DOLTS V/ ZIIF � — CAST AL1 . VASHOMM VIM uTS OR J OCNUTS FASTENED AT PANEL OVERLAPS CCM PLAN V V NOTE 61 PLAN VII V I'xI•x 16GASTEEL TUNE cXE PLAN VW L NOTE BITTEN MOUNT. (FOR SMSTALLATIOIS =IN 30' ABOVE GRADE V/ PAW. SPANS OF 101' OR LESS V/ SEPARATSO4 FROM GLASS OF 1 -7/8' OR MORE . BUT L.= THAN 2-12') NOTES. 1. 2. O • AI' x14GA' w_ rum TYP. - (mPrIOML) SEE )ETC 6 L TYPICJIL i f ELEVATION. OVERLAP 4L A NGLE CLOSURE p=, 2• x .I27' MOM. TO Z• x s• x .110' NATO. © 'U' HEADER .1 Or G rzr 1•646. . 090• (TYP) -_ -- - :2= 20630' ® OPTIONAL ANGLE SCALE 1' -0' SCALE •3' -1' -0' THIS smut tS DESIGNED IN ACCORDANCE WITH THE SCO2TH FLORIDA BUILDING CODE. 1994 BROVARD CIIUITY EDITION. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FDR SPECIFIC JOBS VITH ASCC 7-88 'WINIMUN DESIGN LOADS FOR 9(1ILDINGS AND OTHER STRUCTURES." TABLE= SHALL BE arm:we= AT APPROPRIATE DESIGN DADS 3. =m a+ PANELS SHALL BE 3032 -H32 A.I)MINUM ALLOY 0 063' THICK. WITH A NON. Fy (BEFORE ROLLING) OF 26 KS:. ALUMIWM :XTRUSIONS SHALL BE 6063- 76. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF THE END OF THE PANEL WITH A MIN. OF ONE NARKING PER PANEL (SEE STORM PANEL OCTAL/. Q1 FOR LOCATION), AND SMALL BE LABELED AS FOLLOWS. HURST AWNING CZ.. INC. MIAMI. FL. DADE COUNTY PROD. APPRD. 3. ALL BOLTS AND WASTERS SHALL BE GALVANISED OR STAINLESS STEEL WITH MINIMUM Fy • 33 KSI. 6. ALL PANELS SHALL BE FASTENED AT QYERLAPS AT MIDSPAN AS SHOWN IN TYPICAL ELEVATION G. FOR INSTALLATIONS V/ SEPARATION FROM GLASS S 2 - 1?' BUT > 1 -7/8'. SEE TYPICAL ELEVATION ® . FOR SPANS LESS THAN 33 OVERLAP FASTENERS L TUBE ARE NOT RE DUI 7. THE DETAIL; AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSES FOR IMPACT. CYCLIC. AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA201, 202. AND 203. 8. DESSIGN BASED ON NETS TEST REPORTS N0.. 94 - 2920. AND N0.. 9' - 3930. CRL TEST REPORT No. 31021C.CTC TEST REPORT No. 93-022 L No. 93 -031. 9. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON AMY O' THE CIIMPONp4TS OF STORM PANEL SYSTEM ADVISING THE NONE OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PfOTECTIO4 UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. 10. TOP L BOTTOM DETAILS SHOWN MAY BC INTERC)1A CED AS FIELD CODITIONS DICTATE. PANG,; NAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. SHEAR FASTENER a 24' C.C. SEE ANCH EN scHC +• • E FgR AMY ACCEPTABLE ANCHOR EXISTING srmucrumc z3 ://9 t1�1 g o -- r.•.'E3 AS C . . G WITH THE r SC''1011:G CODE E. cg8 F3CCUCT '0L. DIVIS.OY BU=NG CODE COMPLIANCE OFFICE AC ::PTANCE NOS -DKI1 0Z • Wil t,1 ANIIMI NIN 1 LMH .401W-1 SEE NM SEPARATIM FROI CLASS SCHEDULE GLASS CR DOCK :Er N1N. SEPARATION FRO! CiAS" SItELLLE CLASS ANGLE TO VALE DETAIL ANGLE TC WALL DETAD.. CRSTIIG STRUCTURE TOGIC l FASTENER - (SEC AND= = EIiLD TYP. TD' L BDTTDN EX T1Nu STRLX;TURE O A WALL MOUNT SECTION SLALE -1' -0' V(QD CRANING CONT. - TYP. TCP L BATTEN V= FRAMING 2/4-20 NAQNWE X LT L VDONT 16'D.0 WALL MOUNT SECTION O SCALE . 3• • 1'-0' PANEL TC ANGLE DETAIL 1/4-20 HACKLE ECLT . VDASNUT ! 6 MC PANEL TC ANGLE DETAIL TENs=64 FASTENER (SEE Q C:CR =COULD TIP. TOP L BITTEN GLASS OR XOR /A MAX. O SEE Iml SEPARATION FROI CLASS SCHE ■ r SCALE • 3• • 1 PLYx(003 AND STU=D FINISH B CEILING /INSIDE MOUNT SECTION O SCALE , 3' . y-0• _ _ -� e QNl. . THIS DETAIL NAY aE um= AT TOP OR ICTTTON OF PANELS. SNEiYt FASTEare TDr DCISTDIG STRiJCT1RE •2/4•11 x 1 -3/4• SS LAG ! ZrO.V /1 -1/r PENETRATION DM VDCD E - Woo x 4-La.* :. LAG SCXEV c 24• at NAL CENTER Tutl (MAX. DESIGN LOAD = 72 PSF) WALL MOUNT SECTION ( BOTTOM) 2/4' IIAiL CC STTNG STRUCTURE 2/4-20 HACHDE iCLT L %M OUT it 6• D.C. GLASS OR DXOO2 J d fAi J A • CWT. Q CONT. CTYP. TO' . 7QTT01 GLASS Oe DOOR SEE ND/ SEPARATION MN GLASS M'TiESX.L.0 /4-2D NAQOaC arLT LMUTa 2i•DC --� D¢STDG STRLCTIRE 1/4 -20 NAcoc 3a.T L VINGNUT a 6• G:. • 503E CUISINE Rf31'D. CSCE PLAN VD:V) P T - THIS DETAIL NAY C ICED AT TIP O2 =TIM CF PANELS. - was otS Q 1. Q CAiICT 1!E LiSED IN CO IN TIDI ITN THIS DETAIL. O ALT. BUILD -OUT MOUNT SECTION AL.r • 3' • 1'-0' E7GSTDG STRUCTURE TE7�1 FASTEAER - •CIEE ANOQ =MUD .TYP. TOP a ICTTI711 E CISTDG STRUCTURC i „,•-•••••• 214 Sae a 22 t1G CTYP. TO' L DO T010 • SIDE CLOSURE REJYD. CSEE PL#J4 VIEV) V4-e3 moor 2CLT NUT a 21' C. CTYP. Tip XITILVD 2/4' KAY- 114-20 I' Q(DE BELT L VD42AUT ! 6. O.C. CTYP. TIP L 3CTTO0 2•x 4-I/2' AL. TM a 21• QC. CTYP. TIP L BQTrc o \=-1- BUILD -OUT MOUNT SECTION SCALE 1 3' • BT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 1945 DA • < • PRODUC NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO°S -O$i 7. . atualan toy VJC ••__'Q 95 -330 111 AWNING CO., INC, .063' ALUMINUM STORM PANEL MIN. SEPARATION FROM GLASS SCHEDULE PCSITIV= DESIGN LOAD(') 021317) ACTUAL SHUTTER SPAN CL) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE CINCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE CINCHES) BAR NC BAR NC BAR 40.0 I 5- 8 1 1 -7/8 12 -1/2 1 -3/8 40.0 8- 5 1-7/8 1 2 -1/2 I 1 -7/8 40.0 I 10 - 8 I N.A. 1 2 -3/4 1 -3/4 50.0 5- 8 1-7/8 1 2 -1/2 1 1 -3/8 50A 8- 5 2 ( 2 -1/2 1 2 50.0 I 10 - 5 I N.A. I 3 I 3 60.0 r 5- 8 1 -7/8 1 2 -1/2 1 1 -3/8 60.0 j 8- 5 2 -1/8 1 2 -1/2 1 2 -1/8 60.0 9- 11 I N.A. 1 3 1 3 70.0 5- 0 1 -7/8 12 -1/2 I 1 -3/8 70.0 1 8 5 2 -1/4 1 2 -1/2 .1 2 -1/4 70,0) 9- 7 1 N.A. 1 3 3 80.0 1 j 4- 0 1 N.A. I G /G 1 -3/8 8- 5 I N.A. 1 2 -1/2 1 -3/8 80,0 80.01 9- 3 ( N.A I 3 7 90,0 1 4- 0 I N.A. 1 2 -1/2 I 1 -1/4 5 - 11 6- 0 1 N.A. 1 2 -1/2 1 -5/8 900 9 - 0 N.A. I 2 -3/4 2 -7 1000 100.0 ( 4 - 0 I N.A. 2-1/2 1 -1/4 6- 0 I N.A. 2 -1/2 1 -5/8 100,0 11C. 8- 9 f N.A. 3 f 3 4- 0 I N .A. 1 2 -1/2 1 1 -3/8 10.0 110.p I 6- 0 1 N.A. 2 -1/2 1 1 -5/8 (- 8- 7 1 N.A. 3 j 3 1 r 3- 0 I N.A. 1 2 -1/2 1 -1/4 120.0 I�O.0 0 I N.A. 1 2-1/2 1 -1/2 .` 8- 4 I N.A. 4 3 1 3 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD (V) CPSF) FOR ALL MOUNTING CONDITIONS FOR STUD ANGLE MOUNTS OR DIRECT MOUNTS CTIIP &BOTTOM) L max. (FT -IN) L max. (FT-IN) 40.0 10 - 10 -8 50.0 10 - 5 10 - 5 60.0 9 - 11 9 - 11 70.0 8 -7 9 -7 80.0 7 - 6 9 -3 90.0 6 -8 9 0 100.0 1 6- 0 8 -9 110.0 1 5- 6 8 7 120.0 1 5 -0 8 - 130.0 1 4 -7 8-2 140.0 4 - 8- 1 150.0 4 - 0 7 - 11 160.0 3 -9 7 170.0 3 - 6_ 7-4 180.0 3 - 4 6- 11 190.0 3 -2 6 -7 200.0 3 -0 6 -3 210.0 2 - 10 5 - 11 220.0 2 -9 5- 8 230.0 2 -7 5 -5 GLASS CR DUSK EXISTING :Tamar SEE RDL SEPARATION FROM OtASS =CE LE TOTS= rASTEIQ • USE RAWL •CALK 114 Ott ME lam+ *1L ER' WOOD 1lUSKI NG TOOT= FAS7DQ AT A• OZ. SEE ANCHOR SCHEDULE FOR AiQQ SPELT. DO MDT WICK M ■ E SPACING 13 LESS TRAM It'. USE 1/4-20 S.S. TRUSS READ DOLTS IN MOON PORTION OF KEYHOLE SLIM. rats'. THIS DETAIL HAY BE USED AT Tip OR SETTOI OF PANEL. (MAX. DESIGN LOAD t 72 PSF) O DIR MOUNT DETAIL SCALE 1 7 V-0' SEE KR SEPARATION FUN GLASS SC1EDlLE DOSTDNG STRUCTURE 2 ISQ1�L THIS DETAIL MAY 1R; USED AT TEP CR BOTTOM OF PANELS w 5 O WALL MOUNT DETAIL SCALE -r-0 A B L 2 APPROVED AS COMPLYING Wn TBF SOUTi FLORIDA BUILDING CODE DAT 1 _ ice' 1q QS BY PRODUCT OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Q�-C) [ "Z- AAEHOR NLITESI Z ENTER TABLE USING NEGATIVE DESIGN LOAD M AND SPAN CL) FOR SPEC= O'END 1 2 ▪ KIMMuM EMBEDMENT AND EDGE DISTANCE OCCLUDES WALL F'D'BSH OR STUCCO. 3. WHERE LAG =REVS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER R SMALL BE LOCATED IN CENTER OF WOOD STUD. 4. ANCHORS SMALL BE INSTALLED IN AcCORDANCE RECOMMNIDATIO Th MAM ACTU2£RS APPROVED AS COMPLYING WITH 'Mr- SOUTH FLORIDA BUILDING CODE _ DA �_ a4.. " Iq c i . 3Y ter �T•'!1!ll:�� -� - PRCD LICT • ' ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C (7-02- U c 0 L 0 • ti 111W J • > V a CD ' 9 N W w zz—W = W�OZa Z ch WMOMQ a 95 -330 I 1/3. PRCI SSmML FL License .No' PE 001998.3" FASTENER ANCHOR z SC EDULE 2' EDGE D T C E _ = • ' —1...27 � -� - _ � ' .`i -� ✓ - � SPACI REQUIRED FOR VARIOUS DESIGN CINCHES) = EX: STING STRUCTURE CONCRETE EXISTING STRUCTURE CONCRETE ANCHOR DESCRIPTION 1/4'0 1 -1/8' ITY TAPCDN MIN. EMBEDMENT 1156 PSF MAX. W/ 230 PSF MAX. 1/4'0 RAWL Y/ 1' 72 PSF MAX. STEEL DROP -IN MIN. EMBEDMENT 156 PSF`230 PSF MAX. I MAX. 1/4'0 RAWL Y/ 1 -1/8' 72 PSF MAX. ZAMAC MIN. EMBEDMENT 156 PSF MAX. NAIL -IN ) PSF MAX. 1/4.0 Y/ 1 -1/8' 72 PSF MAX. RAWL CALX MIN. EM�DMFNT 156 PSF MAX. -IN 230 PSF MAX. 1/4 ITV RED-HEAD ANCHOR 230 PSF1 MAX. 1/4 ELCII 1/4 S.S. MAACHICHINE V/ 1 -1/4' MIN. EltBEDMEKT 72 PSF 1156 PSF MAX. MAX. NMAZE Y/ SC 230 PSF MAX. Y/ 1 -1l8' 72 PSF MAX. MIN. EMBEDMENT 156 PSF MAX. LOAD cv) SPAN 0.) 72 PSF MAX. 5' -8' MAX. 12 12 4 5 2 6 ZZ 4 12 2 5 7 �� 6 ©� 5 5 5 6 - 4 - 8' -5' MAX. 14 U 4 5 3 3 12 8 12 4 8 8 - 10 3 4 - 12 3 8 8 4 5 11 5 25 II 5 3 3 6 - 4 -// 3 - 11'-4• MAX. 7 3 - - 6 9 � 3 6 7 3 3 '/ 12 6 6 3 I - 8 8 4 4 ?5 6 - / EXISTING STRUCTURE HOLLOW BLOCK l WOOD ANCHOR DESCRIPTION 1/4 IT' TAPCDN Y/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAYL ZAMAC NAIL -IN Y/ 1 - 1/8• MIN. EMBEDMENT 1/4'0 RAWL CALK -IN W/ 1 -1/8' MIN. EMBEDMENT 1l4.0 ITV ANCHOR HEAD Y/ 1 -11/8' ' MMENT /8M IN. MBEII MIN. ZNB 1/4'5 WOOD LAG SCREW Y/ 1 -7/8' MIN. EMBEDMENT 7/16'5 WO M BUSHING Y/ 1!4'5 S.S. MACHINE SCR£Y Y/ 5/8' MIN. EMBEIIMIENT U140 AD cY) SPwt(L) 72 PSF 156 PSF 1230 PSF MAX. MAX. MAX. 72 PSF 156 PSF MAX. MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF 230 PSF 72 PSF 156 PSF 230 PSF MAX. MAX. MAX. MAX. MAX. 72 PSF MAX. 156 PSF230 MAX. PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 5` -8' MAX . 11 3 5 - 3 7 12 3 � 10 4 3 12 4 3 8' -5' MAX. 7 3 - 9 - 4 - 6 3 . 1111111. P .- Ai 9 11 Mill PIPP IP .. Ai - Ad 6 3 - - 11' -4' MAX. - - - 3 - - 4 - - AAEHOR NLITESI Z ENTER TABLE USING NEGATIVE DESIGN LOAD M AND SPAN CL) FOR SPEC= O'END 1 2 ▪ KIMMuM EMBEDMENT AND EDGE DISTANCE OCCLUDES WALL F'D'BSH OR STUCCO. 3. WHERE LAG =REVS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER R SMALL BE LOCATED IN CENTER OF WOOD STUD. 4. ANCHORS SMALL BE INSTALLED IN AcCORDANCE RECOMMNIDATIO Th MAM ACTU2£RS APPROVED AS COMPLYING WITH 'Mr- SOUTH FLORIDA BUILDING CODE _ DA �_ a4.. " Iq c i . 3Y ter �T•'!1!ll:�� -� - PRCD LICT • ' ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C (7-02- U c 0 L 0 • ti 111W J • > V a CD ' 9 N W w zz—W = W�OZa Z ch WMOMQ a 95 -330 I 1/3. PRCI SSmML FL License .No' PE 001998.3" FASTENER ANCHOR SCHEDULE 3' EDGE DISTANCE SPACING REQUIRED FOR VARIOUS DESIGN LOADS CINCHES) EX: STING STRUCTURE CONCRETE ANCHOR ANCHOR DESCRIPTION 1/4'0 IN TAPCDN Y/ 1-1/8' MIN. EMBEDMENT 1/4 RAWL STEEL DROP -1N Y/ 1' MIN. EMBEDMENT 1/4'0 RAWL ZAMAC NAIL-IN Y/ 1 -1/8' MIN. EMBEDMENT 1/4.0 RAWL CALM; Y/ 1 -1/8' MIN. EMBEDMENT -IN SLEEVE 1/4.0 I RED -HEAD Y/ 1 -11 /8 MM ANC}'C3R IN. EMBEDMENT 1/4'• i� MAN4 wi 1/4 S.S. MACHIN NE SCREW Y/ 1-1/4' MIN. EMBEMMENT 0. LOAD 00 72�PSF x. 156 X S F 123 M 0 �PSF I MAX. 1 156 SF 1 MAX PSF 72 P 156 PSF 1230 SF i 7� 156 P SF 1 Z MAX. I MAX 1156 PSF 230 72q M. SF 1156 PSF 230 PSF 5' -8' MAX. 12 T 10 7 12 12 8 S2 12 ( 6 20 4 6 12 12 ?0 8 12 9 10 6 7 '� 8' -5' MAX. U 12 7 5 2 2 8 W 5 9 12 4 6 3 4 12 10 8 % 5 2 6 7 ./ 4 5 - - - 11'-4* MAX. 8 U • 5 - / - 1 2 i2 TZ ' 4 7 Ii 3 5 - 3 12 ` I - - EXISTING STRUCTURE 1 MELLOW BLOCK WOOD ANCHOR DESCRIPTION 1/4 ITY TAP Y/ CON 1 -1/8' MIN. EMBEDMENT 1 /4'o RAYL ZAMAC NAIL -IN Y/ 1 -1/8' MIN. EMBEDMENT 1/4'4 RAYL CALK -IN W/ 1 -1/8' MIN. EMBEDMENT 1/4 0 ITV A AD 1/4'0 WOOD LAG SCREW L/ 1-7/8' MIN. EMISEDMENT 14' p S WOOD . MMACHI E SCREW Y/ 5/8' MIN. EMBEDMENT Y/ 1 -1/8' MIN. c ommENT LOAD 00 SPAN 0.) 72 PSF 156 PSF 230 PSF 72 PSF MAX. MAX. MAX. MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF 230 PSF MAX. MAX. 72 PSF 156 PSF MAX.. 220 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 1111111 ; Pr - .411dMil l Ad I 1110 I I P r .... 41111111 O 1. '. 4111110 P I P ".- i 1 I III I II 0 P P P 1 P -- 4111111111 P I P17: - " :111111111 P 411111 g li; lir . - . 1111111. P .- Ai P P I P . - . 4 11111111111 = 11 Mill PIPP IP .. Ai - Ad AAEHOR NLITESI Z ENTER TABLE USING NEGATIVE DESIGN LOAD M AND SPAN CL) FOR SPEC= O'END 1 2 ▪ KIMMuM EMBEDMENT AND EDGE DISTANCE OCCLUDES WALL F'D'BSH OR STUCCO. 3. WHERE LAG =REVS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER R SMALL BE LOCATED IN CENTER OF WOOD STUD. 4. ANCHORS SMALL BE INSTALLED IN AcCORDANCE RECOMMNIDATIO Th MAM ACTU2£RS APPROVED AS COMPLYING WITH 'Mr- SOUTH FLORIDA BUILDING CODE _ DA �_ a4.. " Iq c i . 3Y ter �T•'!1!ll:�� -� - PRCD LICT • ' ' OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C (7-02- U c 0 L 0 • ti 111W J • > V a CD ' 9 N W w zz—W = W�OZa Z ch WMOMQ a 95 -330 I 1/3. PRCI SSmML FL License .No' PE 001998.3" TWO 1/4.14 WOOD LAG SCREWS t 24' C.L. MAX. t2 24 � FOR :PAN: W.X jS -6 ONT. 2' : 6' x.127• ALLlI. PLATE t VCISD m:x2iER BETWEEN TRUSSES (MAX. DaSSi4 LEAD s 72 PSF) '(r DEADER - STORM PANE. O A SOFFIT CDNNECTIDN DETAIL SCALE 3' • 2'x 4' xl/8"CONT. Ai- TLDE (6063 -T6) 1/4'd RAVE CALK -Di it 3' Q.G. WITS 7/8' 4413i. DI1. DM Cat CR MELLOW LEEK OR V4'0 LAG SCREW t 1Z' CIE. V/ 1 -1/2' t@L DES. Di W . 1/2111 THRU BOLT t 12' O.C. 1/ RAWL CALK-TN t 12' C. VITN 7/8' MEN. I7a. D/ CSBC. CR MELLOW WICK OR 1/4.6 LAG =REV t 24' G.. w/ 1 -1/2' !m(. DS. IN VanD 2' x r x L/C' CERT. ALu.t ANGLE 6063 -76 06AL 1>E'SITi'l LEAD ! 72 PSF) O 'PASS THRU' DETAIL sCALS . 3• • 1'-D' WOOD ROOF TRUSS STUCCO FTNISM OR PLTYCC3 :arm /4' MAX. NAL 1/8' TILE NAL MATERIAL 3/4' PLYVEED TUIO 1/4•• map LAG SCREWS it 14' C.C. MAX. PAIa SRAM • 3'�' USE 3r t ANCHOR 8 24 n.C. MAX. FOR SPANS 1 S' -6' 1' x 4' 2' x 4• , 1' x 6' 2• x 6• 1/8' CONT. AL. TuME (6063 -T6) SCALE N 3' • r-o' 614 S36812'C.C. }UIE I)GS DETAL. NAT BE USED AT TOP OR =Tam CIF PANEL. QAL DC3IGw LOAD * 72 PSF) _. EDGE MOUNT DETAIL - ACCESS ►ELE (TYP) MEADER Nl® war TRUSS an FRAMDG NNEOER R • S T1T 1/4' MAX. Q ALT. SOFFIT CONNECTION DETAIL SCALE• -0' ?b' ► TNi= DETAIL MAT BE USED AT TOP an 7CTICH OF PANEL. mkt DESsSM LEAD 2 72 PS>7 a 04 04 1 SCALE • 3' • 1'-0• 1/4.6 T4RU BELT ANGLE TO ANGLE CD+€CT1 4 t 1.2"11.C. 2' x2' x.93' STUD= ANGLE =TERM PANEL 1/4' • RAWL CALK-Dl 1 6' Q.C. v/ 7/r 'm Od Dl CDc. DR CR MC. DV BOCK ✓ x r x 1/t' CC1(T. ANGLE DR 2' X ' x 1/8' ANGLE 6063 -T6 KAKI V/ L4• • TM TILT TO NEA/ R 1 12' CL 1/4' MAX P ANEL APPROVED AS COMPLYING WITH TITS COWL DOCION WAD t 72 PSF)SOUTH FLORIDA BUILDING CODE _ 0 FnEC_�N6CF: 19 ANGLE 1301-1)--OUT .1►, BY L /I 4 1>= ACT =AL. MAY BE USED AT TOP OR =TOM CF PANEL. ORAL DESIGN LOAD * 72 PST) EDGE MOUNT DETAIL ANGLE BUILD —OUT ✓ sr:ALE ' 3• is 1•-0' - © - SCALE • 3• • r-o- PRODU ONTROL DIVISION 3UILDING CODE COMPLIANCE OFFICE .CCEPTA`CE NOP C-OSI7 . OZ m z 2'xVx V8'Ct2'x 2' x 1/8' LTifT. AI$E 6061-T6 hunt (TIT. TOP L =TOM 1/4'• RAWL CALX -D4 t 6'C. V /7/8'M@i00. DITO CtlG CR ba.A hr Jux:r. (TYP. TDP L iCTTDO 0 O YI 3 b ffi 1 c I1I i I l! I I 31 —I µ "l I v L 1ocav4a4 FL Lxtrs/14> PE 0mQ9e3 RED "a rA LYVECD 2' x x 1/13' 6063 —T6 COMT. AL IA. TUX — 1/4.0 RAWL CALK -D4 V/ 7B' MD4 EMI= IN CCN . OR M OLLAV OWL =GU LOAD 2 72 PSF) tZIM 1141S DETAIL MAY DE USED AT TGP OR BOTTUM OF PANf1. 04AX D3SiGi4 LOAD * 72 PSr7 xr x Y Ix x r 4:21 HEADER MOUNT DETAIL SCALE , 7 • 1•-0' v/ I4D4 D 1 . D4 OR 142.1.31.1 IL rxrx A93' SHOOED MKi.F 1/4'4 MAf?04E DOLT 96'OL 3/r 6063 -T6 AUK mac MAX. ® 2' x 2' ALUM. TUBE BUILD —OUT stALE • 3' • 1•-0' SCALE • 3' - 1•-0' L 3x3. .093' STUDDED AN I.E 1 /4• -80 STLSD a VDG NUT. PANEZ To A1G.E CZH4F.CTIOI4. I 6' GC. 3/4'0 114111 20`T t1Z' OC. =1/2' DCSTD4G CIS 1/4'11 RAWL CALK -D4 t u' O.C. V/ 7/13' MIL 000:11. D4 OW- OR MOWN 31.0C3C r xi1c 1/11 6063 ANGLE 1/4' MAIL �1r ANGLE TO 'U' HEADER BUILD —OUT 3/16•0 CAUL -D4 t 3 -1111' QC. V/ 1 14D1 EM48ED. 114 CDC. OR 1CLUIV 31.1:70C V/ 3-3/4' Im1 ED DIST oa 2' x ex .093' :WISED AKLL c - rx2'_i/1r x • • 1 . 1' x 1/r ALUM. amt OWL DES11144 LOAD 2 72 PSF) OIAX. SEIIGi4 LOAD 2 72 PSF) SCALE , 3' • 1• tam TTT OR Kra:* � ZE AT ova. DCSD74 links t 72 TSY) 3' x r x 3/4•x1• -0' 4063 -T6 ALUM. ANGLE ASSEMBLY MOUNT N o ■ L slum e+ PAWL 4112 SMS i !12'86 r_8 ?' x 314' 6 ,..! 41 9 . 4 . 1i ALL%a MG.X OR - Cx7'x3/Cx 0-6• Ttil 60434,T4 � NUM QT► TVO-Ya •r T1RU SILTS A LL LEI D 3,4 1/4' -ra stun V/ VDG NUT It AtG.0 COI11ELTD7 SIIMDCI3 STa94 PANEL 1/4' -20 STUD V/ WIT It 6' O.C. *OGLE TO ANGLE CCTD74 1/4•0 RAWL CALK -04 11 7" 86 V/ 7/11' 1934. O. D4 CMG v '0 ■ 2' • 7'x 11•-O' MAX T. -03.3' T.—G.OSJ• 6063 -T6 ALUM. LAP DF414 SCALE 1 - 1/2' - 1/4.0 RAWL CAiX -IN e 12• O.C. v■ 7/8' MDl 04107. DiTO CTACRETC SCALE 1.1/2 3/46 1161U DELT 9 12'OG ANGLE70 ANG. E CONK ICTIQ4 3/4• -2D STUD 3/‘•• MIXE FASTENING P4443. x STUD ANGLE ANGLE ASSEMBLY 1/4+r 1/4.• DRIP-D4 ANC1 :13 t r nr CONCI ALT. ASSEMBLY MOUNT SCALE 1 -1/r - 1' PUNCH wa= IN ADJACENT NOELS TO R CEVE THIS DOLT PLACE PANCL OVER EACH ADJACENT PAID AND FASTEN WINGMUTS FROM TM4 IN=DE STORM PANEL INTERIOR FASTENING DETAIL 2• x2'x.093' STUDDED ANGLE _ \ 1/4• -20 STUD a VDiG NUT 131 \ PANEL TO ANGLE 2• XM 1/S' t s 7 I 6063 -T6 ANGLE STORM PANEL SUPPORT -BEAM STORM PANEL BUILD —GUT O stx[ • 3' • 3•-3•-0' STORM =Air • 3• • 3•-0' 1/4' -20 STUD V/ KIT 9 6' 1C. DA CUBE p1= TM4IS DtrAD_ NAY IC =En AT BY TOP DR 7:77psr) PRODUCrCDNTROL DIV!SIO o4Ax. acsiGN BUILDING CODE COMPLIANCE ACCEPTANCE N N 1, 4 - x r x .os3- STUD ANGLE APPROVED AS COMPLYING WITH i SOUTH FLORIDA BUILDING CODE OFFICE N c 0 01 1 F�•-r r{ w) I vs 1P .1 6 of •. I 11 X111■ �IuII.IIju11 11 rq, . ..'��F +s s. ba.µ p4 L C , f , Wr�c1� These printa, the components thereon, the Aire - Lite system . of fabrication, the special ,Aire - Lite extrusions WI drawn here, are patent pending and copyrighted. Reproduction in whole or part of any design, compo- nent, drawing, extrusion or reference to the Aire - Lite copyrighted name without specific written approval by ,Aire - Lite :ndustrias, Inc. is forbidden. , • 5 ' r n • rc., 4 , r. F. . c. Cori t t/l • / �? M / � 1 • 1,+.++w... - j + " !1 t r �� S • • Vi , cr- I ! • • erle .cI 7 ;7. • 4r r 1 v` ivy A ^ n t r • \S t dc• • , A 14.4. ' 4✓ v P v T tir f ern • • { r- .q. C + r • ri.. ti•- 1 — i , i •■• ./ .wr LY^'1tir/ �M�a 4� , c-% i,.,+ b • ra � a - \ ! ?r r M+ 4i ••••• s.- M 4 :1. .• •• S 1 r • ` 41.4" to:. • 044 i a- +.. 1 4 \ L.r 1 `..,.ti `v %- \_ L1 i + C r-• 1.40 . a 0 ` .� ••■ 440 . U u by -.'i ' . . i ' - 1 • i \ #.. 4 N N • r .tir4t. ...JNit 4Y: ski 414}4 G+,: PrF= (-'caI , 4M_. 12-Po 4f r . 1—t4 1 t4 l.t' tW 1 P u'- j 44-14 • } r" 1 iri 1 W x :: r. ••: :. • • : y trsoc s 1 ri:v?Y c PS' I -- -- - - - ---- Xi { { 4 1;124 4.1 AY )cie 200 /\e cf 95.53 r11 it M 75.53 54000041 r FIIti1FJ 75.q/ $a.5V j? 5Y 4 t } 7553 )5.5 a 3 ,3S lN4 Su'6 6 y4t)i«Cer) S =� 06').. ei 2139 University Drive. Suite 302 Coral Spnnes. F! 33071 f3rn',. rd (3 3 I - 1616 Dade (3c5) 615 -:3511 1=aX (3G 759 }G'i'5 (-1091 1 (tio 1 f 0-ti ' tiViti, roof 1 ZONING INFORMATION THE INFOFIMATION BELOW WAS eaTERMINED BASED ON THE SURVEY DRAWING NUMBER 10997, DATED 4- 2 BY A.R. TOUSSAINT & ASSOCIATES, INC. GROSS AREA',11,,,••••••11.11.00— 0.011011.61••••••••••••••••••••••••,11.0...0.11•■•••••*”.14MINOVVININS.111••••••••••■1•0••••••••••••••••••••••••••••••••••••••••• LOT lautuiNG' SETBACKS . •...../..•••••••••■■••••■•••■•■••■•••■•■••••••••••■•001•00.000 000000 r SIDE, (INTL; SIDE (STREP)MOM1.00. 0.11/111.16•11.0111.1•60••• • • •••••••••••••■■••■•••■•••■•••••••■••■ 8UILL)ING AREkOF ..... EXISTING LIVING AREA,...—.---- .... ' • .00ISTING .SCREENED , . TOTAL; BUUWING AREA (EXCLUDING SCREENED ....—................•...MON•WW.0111.111.■•••••••••11.1•••••••••••••■• ;MINIUUM*BUILDING BUILDING REFERENCE ELEVATION 0*-0" (TOP OF EXI NGVO DATUM. THE BUILDING -4S IN FLOOD ZONE 'X" , . LEGAL:DESCRIPTION SURVEY OFTh.E,WEST 112 OF L,OT 9. AND ALL OF LOTS 10, 11 AND 12, BLOCK 73, OF M/AMI SHORES, SECTION Na THREE, ACCORDING TO THE-PLAT THEREOF RECORDED iN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF DADE .COUNTY, FLORIDA, BEING SITUATED IN THE VILLAGE OF MIAMI SHORES. SCOPE OF WORK THE SCOPE OF WORK INCLUDES THE ADDITION OF A BATHROOM AND RELATED WORK SOIL NOTE UPON VISUAL INSPECTION OF AN OPEN 'EXCAVATION, THERE IS A 6* LAYER OF TOPSOIL ON SOLID CORAL • • RIDGE CAPABLE OF A SAFE BEARING CAPACITY OF 2000 P.S.F. FOUNDATION TO 8E BEARING ON UNDISTURBED NATURAL SOIL ANY VOIDS FOUND FOUNDATION EXCAVATION TO BE FILLED WITH CONCRETE OR SOIL STABILIZATION PROCEDURES STATED IN STRUCTURAL SPECIFICATIONS ARE TO BE s FOLLOWED. THE ARCHITECT AND OR ENGINF_ER SHALL BE INFORMED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. AREA OF ADDITION 3.7% (t) OF AREA OF EXISTING BUILDING - . f 140 PV1 gfi*I•htigtt•IJ 13 t 6 1414.‘s 6A-1/74-#4.2 4,4.44R ALLOWABLE • 25.00 15.00' 10.0' 10.0' ••••••••••••• 41 oo...”•••••••••••••■••••••••••••••••”•• ...... ..•••••••••• aerome 20,00iftl R-20 19,553 S.F.Cti 7,500 SF ACTUAL 2500(± 15 .00'(±) . 38,16(±) 25.146y 158 S.F.(±) 3'1;186 577 S.F.(±) 543 S.F.(±) 4,401 S.F.(±) 43,755 ft l (±) , '$‘ I 51_ • <4 g -,11 4-5 ve - 1 41 P 43 1 7 earcki OCISTINC FINISHES DANACiED 8Y.. THE WORK ANO AS REQUIRED FOR A, SMOOTH FINISH. PAT WIRE WALL PLANE ON itaticki Am PArowic wORK 15 40.4 44Ki. AND FLOOR TILE MO SUBSTRATE FOR €ACH ARE NOT 'PRaacie CiPOiv ON EAST AND Ws"' WALLS ((�P1 AS Kare0): (POW Obi Noitn4 wALL; AND 1/2" CEMENIIIIOUS TILE BACKER °Ott!) AT E.A.ST WEST AND SOUTH WALLS .r SHOWER CNCLOSURE. M W WOOD aASE TO AMT MO A CONZINOATION Of W000 1145E IN 'EXISTING 'HAI,L. PAINT. cLzser 5riEpAtiC IS mO. •6' 8A11• ivcruRes. Firrarcs AND AccEssokes, MEDICINE CAINNETS. ETC. TO PE 54ECTF.D ONNER au' PURCHASED AND INSTALLED ar CDAITRAC/OR. , ;ODE' GYPSI.114 panvAu. PISTINC CONSTRUCTION TO RE EXISTING CONSIRUCTION TO EitE NEW PARTITION CONSISTING OF LAYER we cpaw EACH SIDE, ek" CMLI INDICATES POOR ItzicA.Tes wow - INOICA , TES . SECTION/Der,A4_ ADICATES, sccrioN MAIN REMOVED 2x4 WOOD STUCS AT 16 0:o.' WiTjd 1 occEPr AS : • f0 • d Ac - rr L 4r. / LIVING FAMILY A-i-1:1:11:11-A1 4 '4 1: 14 A 4-‘ A A DttiaNG 0 0 1 1 GARAGE KITCHEN r4- I , t : PLAYROOM • c7 A r ir-i..411z 4- fria-(L (:, s) orl �r t = 1 � 1z�.r. CI-11,4,20p sr��kt;�+J G+. 44 - 11r1-144t4£46) 0 4► 1 kv-e, e C"d1 4 kaz () 9 1'p� o 114 i w1 f toile- IJ 1° SOUTH ELEVATION 4LA -;4! 'J4 ".1 Q' BUILDING SECTION " A" 1 9.4.4-1- 4: '4" - C-0" • EAST ELEVATION f3..-rf4i. i 14 pfi•tii1 e-4 14r) Cli3- r g - 1 a 1 /2- (±') 4 G . i1 P , r 1 ¢ 1(rr1L1 44 G 41 -0- 61/ 141.1, •7jl L' t- \ J aJ 14 4-L t.4,1a` r7 w. poi r1� � , 1 ipf &t'i a'- - • 114 j • % -C, N1, 4 21 '�IJkp TYPICAL GLASS BLOCK JAMB DETAIL 3/4 +t C am) (+v a 1� PkWP �� � - k *► 4- 45. I. 1 & Z¢ ►I c.G. I , Ic> IF* r .'F Gtr Bet 1(4 #44- Q.G. A iKF.d -DEC? �a . Ai•- , a~ c7 1. Z1 2- Y -rrr orb 1 I aC oa .. ' t ,4.4-14 1Z 44 N/ i � w .. x 4..4' F-e Grr FRAMING CONNECTION DETAIL �Go'4• /� " = 1' -c>" t traet oc.w yvt r� 1 1 G104.111 1 C3�1 -i F Zr , J 1-1./: 44-z- pri-12 24-'' i 2 .u4E Tl :17- ice +l u �'. - Aso A-1 l4` t--^t,. Fes- site g444 s. 4Tto k4 Strom o f ciJ 1 Gr'iL1 aft pAir itkit- , l it ,t ► li /44,44 4\-- (441 P�'�y`s 1D a.G. 1-04A 1 _17 i] wan? ft «r M-t i.?dU 1' 1 allot _ L1 aim am a on so as me; 9�rl se NB i ND IP - i � r I = I WO 0 • '' 1 1! 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' -4° Z L N M 'f l'4-L P D I 1 r1 L� :a -o r� 1 6r 6-0T-F Al-e F1 o ('rG, 2 - ‘ 4.4-1 I 121 -- it- ►Izt3(49 S .11- . r''4 (zi4 P‘111 o f 441 F't'- - 4 4-67 tit> riar4244 7 -- 6A- +- r'1 Ki Grl G+ 1 a v� �!v►�G i1 PAM — 14c) pa1t-61 4 . .° w J c A A - • ok a t ../ v. LA fria-(L (:, s) orl �r t = 1 � 1z�.r. CI-11,4,20p sr��kt;�+J G+. 44 - 11r1-144t4£46) 0 4► 1 kv-e, e C"d1 4 kaz () 9 1'p� o 114 i w1 f toile- IJ 1° SOUTH ELEVATION 4LA -;4! 'J4 ".1 Q' BUILDING SECTION " A" 1 9.4.4-1- 4: '4" - C-0" • EAST ELEVATION f3..-rf4i. i 14 pfi•tii1 e-4 14r) Cli3- r g - 1 a 1 /2- (±') 4 G . i1 P , r 1 ¢ 1(rr1L1 44 G 41 -0- 61/ 141.1, •7jl L' t- \ J aJ 14 4-L t.4,1a` r7 w. poi r1� � , 1 ipf &t'i a'- - • 114 j • % -C, N1, 4 21 '�IJkp TYPICAL GLASS BLOCK JAMB DETAIL 3/4 +t C am) (+v a 1� PkWP �� � - k *► 4- 45. I. 1 & Z¢ ►I c.G. I , Ic> IF* r .'F Gtr Bet 1(4 #44- Q.G. A iKF.d -DEC? �a . Ai•- , a~ c7 1. Z1 2- Y -rrr orb 1 I aC oa .. ' t ,4.4-14 1Z 44 N/ i � w .. x 4..4' F-e Grr FRAMING CONNECTION DETAIL �Go'4• /� " = 1' -c>" t traet oc.w yvt r� 1 1 G104.111 1 C3�1 -i F Zr , J 1-1./: 44-z- pri-12 24-'' i 2 .u4E Tl :17- ice +l u �'. - Aso A-1 l4` t--^t,. Fes- site g444 s. 4Tto k4 Strom o f ciJ 1 Gr'iL1 aft pAir itkit- , l it ,t ► li /44,44 4\-- (441 P�'�y`s 1D a.G. 1-04A 1 _17 i] wan? ft «r M-t i.?dU 1' 1 allot _ L1 aim am a on so as me; 9�rl se NB i ND IP - i � r I = I WO 0 • '' 1 1! Elk: INO I _ _ , - —....— _ ___ II i - ' F NO ,,, „ . , ,.. r ' • . 5 ...„, . ,,,.,,,, . . . .. . . . : TYPICAL WALL SECTION 41-d.14: V /4 "= t' -o / ti 1 II'1'! ,! 1 I ! I • - -- i : - - - u -- II It U -- - - TT— � .- L' II - CI O 2 - M. % F,�h 61- itloZCZ. �tA�• RE: e Ac.T. coo 1Z E9 M. 1 Fwd ) 1-1.414 1/2r 4 tiz 4 f1.4.11, 44041+4 A 71- 1 ,3 ) .41 (1 4014411 1. $� 1Z G'r1G 1 1 1l/4.4,6 Gp__ 03 &GP r=i }z.‹ *t '' Gr1 t.J F tot. J Ph �. - W1. - 6-61 P L ti 4 - v E►}"i i -r-i9 (i 1.4 /i 1'* �"1 t16Ld r4A 1 Gt, r1•tJst}' .& r,_1A G g. 1-or4 k itik4 Lyre.-r, ios lap ft-4GF; eye a.G. 12.4p czar N of e):74 : �1 1+i�• tai r i c � - F - r►a/.�4 �,� X14 (+ +°F A 4 1 p GA i 1-27 *- (o C •,) 7 /z er) 4, co-A 1 r orJ 1.1,E 6 e I IP . , N / 5 / . 6.O rfj_-]`' 15�GY1 JfM 1Z4�,ti� I t{�Jt- t i {r q M 1 1.1 i` CY• rI D C 1 , / 41"P‘0 W tkiv 1?1 ►D) 4-' ls>r'G �.hC3 {.1/ fi -(mo 1 kiLlf 621-414-vie. ,t,0 1441- a=ri p - r FI 14. "rte P . 11}- z fit-114,1 6 goo ie.) ' -4° Z L N M 'f l'4-L P D I 1 r1 L� :a -o r� 1 6r 6-0T-F Al-e F1 o ('rG, 2 - ‘ 4.4-1 I 121 -- it- ►Izt3(49 S .11- . r''4 (zi4 P‘111 o f 441 F't'- - 4 4-67 tit> riar4244 7 -- 6A- +- r'1 Ki Grl G+ 1 a v� �!v►�G i1 PAM — 14c) pa1t-61 4 . .° w J c A A - • ok a t ../ fria-(L (:, s) orl �r t = 1 � 1z�.r. CI-11,4,20p sr��kt;�+J G+. 44 - 11r1-144t4£46) 0 4► 1 kv-e, e C"d1 4 kaz () 9 1'p� o 114 i w1 f toile- IJ 1° SOUTH ELEVATION 4LA -;4! 'J4 ".1 Q' BUILDING SECTION " A" 1 9.4.4-1- 4: '4" - C-0" • EAST ELEVATION f3..-rf4i. i 14 pfi•tii1 e-4 14r) Cli3- r g - 1 a 1 /2- (±') 4 G . i1 P , r 1 ¢ 1(rr1L1 44 G 41 -0- 61/ 141.1, •7jl L' t- \ J aJ 14 4-L t.4,1a` r7 w. poi r1� � , 1 ipf &t'i a'- - • 114 j • % -C, N1, 4 21 '�IJkp TYPICAL GLASS BLOCK JAMB DETAIL 3/4 +t C am) (+v a 1� PkWP �� � - k *► 4- 45. I. 1 & Z¢ ►I c.G. I , Ic> IF* r .'F Gtr Bet 1(4 #44- Q.G. A iKF.d -DEC? �a . Ai•- , a~ c7 1. Z1 2- Y -rrr orb 1 I aC oa .. ' t ,4.4-14 1Z 44 N/ i � w .. x 4..4' F-e Grr FRAMING CONNECTION DETAIL �Go'4• /� " = 1' -c>" t traet oc.w yvt r� 1 1 G104.111 1 C3�1 -i F Zr , J 1-1./: 44-z- pri-12 24-'' i 2 .u4E Tl :17- ice +l u �'. - Aso A-1 l4` t--^t,. Fes- site g444 s. 4Tto k4 Strom o f ciJ 1 Gr'iL1 aft pAir itkit- , l it ,t ► li /44,44 4\-- (441 P�'�y`s 1D a.G. 1-04A 1 _17 i] wan? ft «r M-t i.?dU 1' 1 allot _ L1 aim am a on so as me; 9�rl se NB i ND IP - i � r I = I WO 0 • '' 1 1! 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J WW6- 4 v *-- 144eit"4"4 I MC . — , > +Gl.. ;: h4- = FOUNDATION PLAN <1 =1 1111 Iiii1It^]fi111/►1IuIIII/1 111111l►1IIUIFil!ca own ri Nos Min rimHe • /,t 8 etid FQv1Jr> L 's" tz' cpwilti v w 1Z" v.t. -yr 47(-3 CoLal_ roo►t,ia To EXl5� # � 1 tia" �.4 e it. .�.c. rar1 i�;�. get, . o - 13 - k?! •- cam- h►• p 1.1.:- 161414 L?,G 'r-(r Of 2 -625 fiSF ROOF .STR CTURE fitAAQiG UAND'AQESE: LOADS tOAD IMO LOAD.: LOAD D LOAD ' is wag. ,,,w_, Y__ 1ROW D A ppp�� i ,w" • Y R H 11�/f 14 -1 .y �� , 4/ �V44Vp". �+ � ^aM'Ay�yAyy y\-CN'q�1,/�t�. R►- 372011 423.5 . . . R»Z.4C0 it :Z400 La LOSICw A AGLt /X444'4,1-64' OAAV• 2c 94. 00 IECMED a •.. PRDMOCQ . �' A4,1014NLAiE.QC OL d0. WR4 1W BL A €2'"c ^�, � ,•My��.yry,Tj�� +'` ^] . ] � fr �Y^j�r OF f r � r , A ac '� R+ �.�4 '^ x OAD ^ Ak .�!!� O A i I'A U►SG • - take scoog wdilit aCD1EG ar �'+ LU 89GIA NG :6 1 q � vw .Y LLE N ,pup N' W �y q o I r ` —t1 ROOF FRAMING PLAN o w . c `t;F3. • o EX ■ST. ►t ;-+7+: 1'r ; - (�.i K &24 4. li : bra • J per: L. t.14 -tan FcrPe f i>.1 h 1 13 er,o �. I irio.4410,4 r � �� Pt�.�1 t 4t pa 's Aer r c� ;r.Vf PArg:1 ''- i ,'}w 6l'- fri R io t'lere 4 ?-1)4i I. ■3• ts a 9F-A) Arr r opm.z f 1utHocyl~! 444 t 41.2c is t�'� i-% � 1' G � t s':. Agr t t� - i.M O u 44, REVISIONS 4. j • *Kt. MIS Ma MOWS.I s!IMAM wwy - GENERALL sTRIZ=BA N ^-F 1 STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL., MECHANICAL DRAWINGS TO LOCATE OPENINGS. DEPRESSED SLABS. SLOPES. DRAINS. OUTLETS. RECESSES. E PLUMING ETS BOLTS ANDSLECTT SETTINGS. . AND SLEEVES. ETC. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF ARCITECT AND ENGINEER BEFORE PROCEEDING WITH THE WORK STRUCTURAL SPECIFICATIONS $TR11032B t 111MBE ALL WORK TO CONFORM TO 114E1994 SOUTH FLORIDA BUILDING CODE, TO ALL LOCAL ZONING CODES, ORDINANCES, AND ALL NATIONAL CODESWkItC3i ARE APF'LiC.ABLE T ALL DETAILS, SECTIONS AND {HOT DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY UNLESS COMPUTED DIMENSIONS GOVERNOVER SCALED DIMENSIONS. THE CONTRACTOR ASSUMES SOLE FOR At4y DIMENSIONS E SCALED AT VARIANCE WITH THOSE SHOWN. IN CAS WHERE MATERIAL OR EEQUIPMENTY ARE DIMENSIONAL CHANGES FOR PROPER INSTALLAT ION, MINOR CHANGES MAY BE MADE BY THE CONTRACTOR AT HIS RISK THE cO NTRACT'OR AND ALL SUBCONTRACTORS ( SUBS) SHALL FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS, AND SONS PRIOR TO SUBAVITTNG BIDS. THE CONTRACTOR MUST NOTIFY- THE ARCHITECT IF ANY DISCREPANCIES ARE . FOUND BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS, ALL INFORMATION ON THE CONTRACT DOCUMENTS WHICH LS 'EXISTING' SHOULD BE VIEWED AS SCHEMATICDATA AND SHALL BE FIELD VERIFIED. NO EXTRA PAYMENT WILL BE ALLOWED FOR CONDITIONS THAT ARE NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER BEFORE SIGNING OF THE CONTRACT. ANYCHANGaES MADE BY THE CONTRACTOR WHICH DEVIATE FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT 1IN WRITTEN FORMA. FOR ANY SUCH CHANGES WHICH REQUIRE THE CONSTRUCTION DOCUMENTS TO BE CORRECTED THE ARCHITECT WILL BE REIMBURSED FOR HIS TIME. ARCHITECT NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS IM-IICH ARE -NOT REPORTED. TO THIS STRUCTURE AND ITS DESIGNED USE OTHERWISE NOTED. NOTES ON 7 THE CONTRACTOR SMALL NOTIFY THE ARCHITECT IN A TIMELY FASHION (NOT LESS THAN 48 HOURS PRIOR TO COUNTY INSPECTION NAVE 6EEN CALLED FOR) TO ENABLE THE ARCHITECT TOOBSERVE COMPUANCE OF THE CONSTRUCTION WTI-. THE APF'ROVED PLANS. THE WORK IS NOT TO PROCEED UNTIL WRITTEN APPROVAL IS GIVEN BY THE.ARCHITECT. IF THE ARc 1LTEGT HAS NOT GIVEN APPROVAL TO PROCEED OR THE WORK 'HAS BEEN COVERED UP ,THE ARCHITECT WILL NOT ISSUE THE REQUIRED LETTER OF COMPLIANCE (SECTION 3072 SOUTH FLORIDA BUILDING CODE 1994) AND THE PROJECT OBSERVED: NOT ISSUED.A CERTIFICATE OF COMPLETION FROM THE BUILDING DEPARTMENT. THE FOLLOWING ITEMS SHALL BE A FOUNDATION B. SLAB PLACEMENT REINFORCING. O. D coNc ECE COLUMNS, FILLED CELLS AND CONCRETE BEAMS PLACEMENT & REINFORCEMENT. ROOF RAFTERS: FASTENING & BRACING. E. ROOF SHEATHING . F. WOOD FRAMING IFRESTOPPING, G. WINDOWS & DOORS. ' HL AREWALLS; & THE ARCHITECT DOES NOT HAVE CONTROL OF AND SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS. METHODS. TECHNIQUES. SEQUENCES AND PROCEDURES: SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK: ACTS OR.OMISSIONS OF THE CONTRACTOR SUB - CONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF TOOCUNT. EtFWWOSRK; OR.FAILUAE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT AL-LDETANLSAND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TOANYSIAAIIAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A DETAIL IS SHOWN OR A NOTE IS ON THE DRAWINGS. , ALL SPECIFIED ITEMS TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS AND RECOMMENDATIONS OR PER "ThESE DOCUMENTS. WHICHEVER LS MORE RESTRICTIVE. 11. THE CONTRACTOR SHALL SUBMIT FOUR (4) SETS OF SHOP DRAWINGS FOR ITEMS CALLED FOR IN THE DOCUMENTS (ONE SET TO BE RETAINED BY ARCHITECT). THE ARCHITECT SHALL REVIEW AND APPROVE OR TAKE APPROPRIATE ACTION UPON CONTRACTORS SUDMLI'TAL. BUT ONLY FOR THE UNITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GtWIEN AND DESIGN CONCEPT EXPRESSED IN THE DOCUMENTS i2 iTIS THE INTENT OF THE DOCUMENTS TO PRODUCE A COMPLETE AND FINISHED PROJECT. ANY ITEMS REQUIRED TO COMPLETE THE PROJECT NOT SPECIFICALLY INDICATED,BUT GENERALLY UNDERSTOOD TO BE REQUIRED TO COMPLETE THE JOB SHALL BE PART OF THE DOCUMENTS - 13. ALL SHORING AND RE- SHORING REQUIRED THIS PROJECT IS TO BE DESIGNED BY A FLORIDA REGISTERED ENGINEER WHO SPECIALIZES N FORM WORK DE.SIGNN, AND WHO HAS BEEN HIRED BY THE GENERAL CONTRACTOR THE SHORING ENGINEER SHALL SUPERVISE ALL SHORINGANDRESHORMIG .INSTALLATION AND SHALL CERTIFY TO THE ENGINEER OF RECORD THEIR ADEQUACY PRIOR TO ANY POURS. 14, THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES. NOR PRESUMES TO POSSES ANY KZj.NOWLEDGE OR EXPERTISE IN MATTERS RELATING TO _Jos SITE EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR CONSTRUCTION PROJECTS. SAFETY AND C WITH OSHA AND LABOR LAWS IS THE ABSOLUTE RESPONS181U1Y OF THE GENERAL CONTRACTOR AND THOSE CONSULTANTS HE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER OF RECORD SPECAUZES IN STRUCTURAL DESIGN ONLY AND THE BOARD OF PROFESSIONAL REGULATION FORBIDS HIM FROM ASSUIWNG RESPONSIBILITY IN ANY AREA OUTSIDE OF HIS AREA OF EXPERTISE. EOuix. . 1• THE CONTRACTOR SHALL STRIP AND REMOVE ALL GRASS, ROOTS. SHRUBBERY, TREES AND ORGANIC MATTER FROM THE CONSTRUCTION AREA 2 TREAT SOIL UNDER NEW CONSTRUCTION AND 5' BEYOND WITH LETHAL BARRIER TO SUBTERRANEAN TERMITES. TREATMENT TO BE BONDED. APPLICATION OF POISON TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN ` SPECIFICATIONS. ALL REASONABLE PRECAUTIONS SHALL BE USED TO PREVENT HUMAN OR ANIMAL CON TACT WITH TREATED 3. FOOTINGS. COLUMN PADS, CONCRETE SLABS AND ANY OTHER STRUCTURAL COMPONENT ARE TO BEAR ON 1 NNDtSTLJRBED SOIL OF MINIMUM SAFE BEARING CAPACITY OF 2000 P.S.F. OR SHALL BEAR ON SOIL COMPACTED IN 6' LAYERS AND COMPACTED WMATH VIBRATING} AIEQ ANICAL EQUIPMENT TO 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE AS PER ASTM D -1557. CONDITIONS OTHER THAN THESE ARE TO BE BROUGHT TO THE ATTENTION OF ARCHITECT AND OR ENGINEER BEFORE PROCEEDING WITH THE WORK. SECTION 1000 - CONCREjE 1. CONTRACTOR IS RESPONSIBLE FOR AU. CONCRETE FORMWORK DESIGN, ENGINEERING, AND CONSTRUCTION. FOOTINGS, SLABS ON GRADE„ GRADE BEAMS, TIE COLUMNS- TIE BEAMS, STRUCTURAL CONCRETE SHALL BE READY-MX AND SHALL ATTAIN 3.000 P.S.I. IN COMPRESSION AT 28 S. NOWA ER SSHAL ADDED AT JOB SITE UNLESS AUTHORIZED SY THE ENGINEER, CONCRETE SHALL BE PLACED IN CLEAN, OILED, SECURE FORMS AND VIBRATED MECHANICALLY TO INSURE COMPACTION DO NOT USE THE VIBRATOR TO MOVE CONCRETE AROUND AND DO. NOT OVER- VIBRATE CONCRETE TEST SHALL BE MADE FOR ANY POUR OF TEN YARDS OR MORE. AVE (5) SPECIMENS SHALL BE TAKEN FROM EACH 6QCUBIC YARDS OR PORTION THEREOF AND TESTED IN ACCORDANCE WITH AST.AL C-.39, ONE CYLINDER AT 3 DAYS, ONE AT 7 DAYS AND 3 AT 28 DAYS. DUPLICATE REPORTS SHALL BE SENT TO THE ARCHITECT AND ENGINEER SECT10N4,1i c ARa . INTERIOR CONCRETE SLABS TO BE 4' THICK MINIMUM WITH 6X6 a o.10 HOT DIPPED GALV. WELDED WIRE MESH (ASTM Al6S). CENTERED IN SLAB. LAP BACK WIRE MESH AT THICKENED EDGES AND THICKENED SLAB 5' -0. 2. CONCRETE SLAB TO BE POURED CAI 6 MIL POLYETHYLENE VAPOR BARRIER (OVER1APF'ED 6' AT JOINTS) WITH A P €RMEANCE OF I-ESS" THAN 0.3 PERMS IN ACCORDANCE WITH ASTM -E-96 . JOINTS TO BE TAPED, 3. ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS, USE 1.2' THICK PREMOLDED JOINTS, FULL DEPTH OF SLAB. CONTROL JOINTS SHALL BE SPACED AT CENTERLINE OF COLUMN LINES. PROVIDE INTERMEDIATE JOINTS R COLUMN SPACJNG 1SGREATER THAN 30 FT. IN SIDEWALK PROVIDE TOOLED JOINTS SPACED AT INTERVALS EQUAL TO THE WIDTHOF THE SLAB. - $ECTIQN 5.0103 - REINFORCING Sj! EL 1 - REINFORCEMENT SHALL BE NEW HIGH STRENGTH BILLET STEEL CONFORMING TO A.S.T.AA. A-615 GRADE 40, INCLUDING STIRRUPS AND COLUMN TIES: ALL REINFORCING STEEL TO BE DETAILED AND FABRICATED IN ACCORDANCE WITH MANUAL OF STANDARD PRACTTCEOF DETAILING REINFORCED CONCRETE STRUCTURES% UNLESS OTHERWISE NOTED AND PLACED IN ACCORDANCEVWTH•AC.t: BUILDING CODE MANUAL OF STANDARD PRACTICES. CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS: CO CFIETE IN CONTACT WITH GROUND 3 - COLUMNS BEAMS CONTACT WITH GROUND 2 . 1 -12' 1 - CONTINUOUS REINFORCEMENT TO 8E LAPPED 48 BAR DIAMETERS IN FOUNDATION, 30' IN TIE BEAM WITH BOTTOM BARS SPLICE AT SUPPORT$ TOP BARS AT MIDSPAN AND HOOKED AT NON- CONTINUOUS EDGES, , THE CONCRETE COVER IS'VEAY IMPORTANT AND WILL BE ENFORCED. THE QUAUTY OF THE POUR WILL ALSO BF CHECKED, D, AND ANY HONEYCOMB OR EXCESSIVE VOIDS WILL BE REPAIRED BY THE GUNITE METHOD. ' LA,SONRY]yAL I. MASONRY WALLS' WILL ALL BE CONSIDERED LOAD - BEARING, AND SHALL BE HOLLOW MASONRY UNITS, ASTM C-90.60, GRADE 'A`, 1000 P.S.I., 8'x 8 I6' OR 8'x 4'x 16 - . A. MORTAR SHALLBE TYPE M. COMPLYING WITH THE REQUIREMENTS OF ASTM C270.73 AND ASTM C150-74. B. GROUT SHALL BE 343' TOP SIZE PEAROCK GROUT CONFORMING TO ASTM C476 -71 WITH 28 DAY MIN. COMPRESSIVE STRENGTH OF 3000 P.S.I. C. . MORTAR BEDDING: MASONRY•UNITS SHAL.L. LAID IN RUNNING BOND WITH FACE SHALLBE BEDDING EXCEPT THE FIRST COURSEOFMASONFIYON FOUNDATION SHALL BELAIDIN FULL BEDDED MORTAR.HORIZONTAL AND VERTICAL . JOINTS SHALL BE FILLED TO•F ULL FACE SHELL THICKNESS AND SHOVED TIGHT. 0. WATERPROOFING IS REOURED. CONTRACTOR TO NOTIFY ARCHITECT OF WATERPROOFING MANUFACTURER. CONCRETE MASONRY UNITS TO 8E ERECTED BEFORE SLAB-ON- GRADE, TIE COLUMNS, AND TIE SEAMS. A CONTINUOUS 9 GAUGE T TO MILL GALVANIZED STEEL TO BE INSTALLED EVERY OTHER COURSE. WIDTHS TO SLUT (r)INCH OF FACE. JOINT REINFORCING SHALL OVERLAP 6' MIN. ALL OPENINGS IN EXCESS OF 12' SHALL HAVE POUREDCONCRETE LINTE=LS MYTH END BEARING OF 8 2115 REINFORCING ROD AT BOTTOM. FOR OPENINGS OVER 4'-0' STRUCTURAL BEAMS ARE REQUIRED, SEE BEAM SCHEDULE FOR REINFORCING IN THESE CASES. CELLS ON EITHER SIDE OF OPENING SHALL HAVE 145 REINFORCING 8AR WITH CONCRETE FILL. REINFORCING BARS SHALL BE IMBEDDED IN FOOTINGS AND TIE BEAMS. BARS SHALL BE LAPPED 48 BAR DIAMETERS. ALL WA INDOW Su I S. TO BE 8'X8' CONCRETE SILL WITH 2116 CONT. SILL SHALL HAVE 145 DOINYELED INTO CONCRETE FILLED CELL EACH SIDE OF OPENING OR SHALL HAVE FILLED CELLS BELOW SILL WITH BENT BARINTO SILL TIED TO SILL REBAR FOR OPENINGS OVER 5' -0' PROVIDE FILLED CELL BELOW SILL AT 32' O.C) LAY MASONRY COURSES PWMB, LEVEL AND TRUE 4- ALL'LUMBER IN CCIINTACTINITH CONCRETE. MASONRY OR STEEL SHALL 8E PRESSURE-TREATED 41 OR 112 PINT, SELECTED . ' FOR STRAIGHTNESS AND GENERAL APPEARANCE. , LUMBER FOR ROOF RAFTERS AND ANY OTHER STRUCTURAL MF.IN8CR5 SHALL BE NOT LESS THAN (1200 PINE, AR OR 'MATERIAL. ALL JOISTS OVER 8 %0' SPAN REQUIRE #MEMBERS. - VARIES) BFi1DG1NC, SPACED 3' -0' MAXIMUM( APPLICABLE FOR iu EXPOSED ALL BUILT UP BEAMS '(2AMEMBERS OR MORE) TO REQUIRE 1/2' GALV. BOLTS AT 16' O,C. STAGGERED 1• ABOVE AND BELOW THE NA: OF THE BEAM UNLESS OTHERWISE NOTED. BQt1GIiatialY48t: , 'I BOLTS. NAILS. ANGLES.. AND ROUGH HARDWARE SHALL BE HOT DIPPED GALVANIZED OR NON-FERROUS. • . • . s 7 ::- • • :':•••• . .; • • ".‘ • • ", • • • ' • • • . , - • , • • . , , s • • HVAC GENERAL . • " . irreorAgsmi",- ' • : • : • ' , • • • — ' ' - ' • purvir-: ALL. HVAQSVORKSHALT. NE PERFORMED INACCORONNCE VATS THE t SOUTH PLONKS% WILDING COMO-AFTER 48 MO s .* - 4 0..LOCALORONANCESMO TINT PLORIDA mow applcsacy coos roa aucoma • CONSTRUCTION . IN ME E'VENT OF A , A CQNFLICT &MEW CCIDESOR REGULATIONS THE ODRE STRINGETITT SHALL.GOYERIt . . . o ' 2. " , , mAccoNDIAproaSHAlr,ONTABCANDWALL FEES ASTIEOUIFIEDBYPNEMIND sooesHAANG JURISDICTION. APJOCAIIRY • ' ".„ INSURANCE AS REOUIREDAY LAW. EACKCCNTRACTOR, NUSCONTRACTOROR PARTY ENGAGED OK THE PROJECT SALL ' ' *CARRYSSOF11044ENSCOMPENSATIONIINSURANCEINSTATLXORYAMOUNTIS.UABILITY.BOOLYINUURY, AUTOMOBILE AND OTHER ,.. - moutirs foR sAusmaciRY TO :THE GENERAL coNTRAczoft comicAres cif iNeuRANcE is: ' ' THE oesioN oRAImras ARE DAGRANKLATIC. THEY DO NOT • SHOW evaRy aeo.cfr..aer, OA OTHER FITTINGS * - ' ; .V.HICH MAYNE MOWED Al THEOUCKWORK FOR INSTALIATICN IN THE SPACE AUDITED. CAREFuL. COOAOINATION OF Ti =- woocorwas Becnck CH DAT OF OTHER 'awes IS NECESSARY TO AVOID.CONFLICTS. . . . IL ' , •, . HVAC 9D,NTRAOPO atiko CHECK AAID VERIFY ALL EXISTING OCNCITIOIA PRIOR TO stamirnNa ROIL 6 , ' ANY CHANGES -MADE BY THE HVAC CONTRACTOR VANCH CEVLATE FROM THE ORALVINGS MUST BE REPORTED TO THE - ARCHITECT AI WRITTEN FORM. FOR ANY SUCH Cr Vitik>4 REQUIRE THE CONSTRUCTION DOCUMENTS TO SE ' CORRECTED. THE ARCHITECT VaLLBE FiENABLIRISED FORMS ME. THE ARCHITECT ISNOT RESPONSOLE FORANY DEVIATIONS ffI01 THE CONISTRUCTIONDOCOS V*SCH ARE NOT agroRTE0- 1H EAR:tirEcrooeastorsiAvecc4FoLOFANDSINALLNOTIIEHa.DAESPCNSIBLE FOR commucrcomEANs. NIETHCOS. : TECHNIQUES. SEQUENCESANDPROCEDURES: SAFETYPRECAUTIONS AND PROGRAMS INICCOINECTIONIVATI-1 THE WORK ACTS OR C•AELTICNIS CF THE CONTRACTOR suscomucTona OR ANY OTHER PERtiONS PERFORMING ANY 0 F THE WORK: CA , FAILURE CO ANY OF MEM TO GARRY OUT ME MORK •IP1 ACCONDANCE vAn4 me cceinucT wawa's. .‘,. - . 7 Au. DETAILS ANOSECTIONS SHOAN ON ME DRAWINGS Al E WINCED Tom MICA. mosmu.aE coNsniuED ix> APPLY TO AM' SIMILAR BITUATIC*4 ELSENVHEREON THE PFICLECT OCCEEPT WHERE A OETAX. OR NOTE IS ON THE DRAVANGS. . , a. . HvAc cosaRAcroftshALL Be FiEspowsieLE TO CALL FOR REQUIRED INSPECTIONS sr LOCAL AUTHORITIES. ALL SYSTEMS SHALL BE TESTED AS Pe% �o€ SECOI2tia=lailt4n4aK 1. DUCPACRIC SHALL-EE 1 V? TINCX. RA TYPE aceoR 140e FIBERGLASS WM VAPOR LAMER. UNLESS OTHERWISE SPECIFIED 'DUCTWORK SHAU. 8E FABRICATED MID INSTALLED IN ACCORDANCE rn MANUFACTURER'S SPECIFICATIO•NS. ASHRAE", "SMACNIA', AND "NAINA'STANDAROS AND THE 1884 FLORIDA ENERGY EFFICIENCY COI* FOR BUILDING CCNSTRUCTION. FLEXIBLE DUCTS Tat* UL AppwovEo. RzaeLE DUCTS ONLY SEUSED FOR SHORT (*NCH RUN OF IV OR LESS AND NOT AS A MAR4 TRUNK LINE ' EIBERGLASSDUCT ANDEITTINGSSIALL BE REINFORCED BY THE FalowBia /AETHODS: 11E F100 REINFORCEMENT ANCIOR OiANNEL REINFORCEMENT. REFER TO MUCUS GLASS DUCT CONSTRUCTION STANDARDS MO MANUFACTURERS RECohae.pAirois. LONGITUONAL SEAN4S AND TRANSVERSEJOINTS CLOSURES • •V. ALL CC4.4FLY U.L. 11A9 SENSITIVE ALuMNIUM FOIL TAPE) OR Ul. isi AN (HEAT SEALABLE ALLININUM FOIL TAPIQ OR MANUFACTURERS ncom KIFt THE usE - GLASS FABRIC APO MASTIC. 4. DUCT SUPPORT. HANGER SIZING ANA SPACING SHALL 8E AS RECOMMENDED BY AANUFACTURER. HANGERS MO SUPPORTS SHAU-HE FtACF..1) SO AS TOPFICPERLY SUPPORT ALL FITTINGS AND ACCESSORIES INITHOUT PLACING 11-E TAPE JOINTS UNDER STRESS: A 48• IMDE OR GREATER 4%44OC. HANGER SPACING a LESS IIANI 48• WIDE AND LESS THAN 17 Hatt V MAX. serwEe4 2.4. Ni D 4r lAsoE AND GREATER "nw4 24 HIOtt C MAX. ". D. LESS THAN 4V WIDE AND IETINEEN 17 AND 24' teGit f MAX. -E. LESS THAN 24' WOE MID GREATER THMI, 12- pookt MAX. 6. DIFFUSERSSHALL BE SELECTED,. LOCATED. AND BALANCED *4 ORDER THAT Dive oeuvewnie mama) CFM TO THE ENTIRE i0064. edENLy ASO •DRAFT FREE 6, TEST AND °NANCE EXISTING SYSTEMAT TIE CONCLUSiON OF 'ME WORK. ADJUST CFM AT EXISTING DIFFUSERS AS REOUiRED. 7. USE MANUFACTURE AIR GUIDE OR EQUAL FOR GRILLES. COLOR TO MATCH COSTING. • a HvAc CCea - shAu. PERFORM ALL NECESSARY tOFbont.Leda FOR 1-4VAC ARK. COMPLETESYSIIDA-FOOURES ANCIEOUIPMENr & GIVEN AN RI-SERVICE TEST AFTER COMPLETION OF INSTALLATION. 11. THEHVAC CONTRACTOR SHALL PBOVIDE A %MIEN ONE YAR GUARANTEE *4&T ALL WORK SHALL BE FREE FROM DEFECTS OF MATERIALS AND WOFIKMANSHIP FROM DATE OF FINAL CcEPTfru CE OF THE WORK BY THE - 12„. , DO NOT SCAM USE DRAININGS • agaCKLIfiClalZ_SC=XAME • 1. , THE VOOAK SHALL INCLUDE AU. HEATING. VENTILATION. AND AIRCONOTTIONING AS SHOWN ON THE DRAWINGS. SPECIFIED <HEREIN 'NOR AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION INCLUDING, BUT NOT NECESSARILY MUTED TO A. AIR CONOMONING SUPPLY DUCTINORIC SYSTEM 11141)4 DIFFUSERS. *MERLIN.. iNSULATICN OF OUCTS AND PIPING- • . • • , „ • - , • •••••■•■■• • BEDROOM 4 44 ,444 : 1•-oe • • • AIR CONDI1ONING PLAN ci& r i-h+ka r TIMM 160200 . • • - MASTER BEDROOM 40. cla r- — EIYE8 A-r-r IL ALL 444 "Lg.() ‘i . 0 LAING SCREENEI2 PORCH "TERRACE FANO' c>f ' d'44- ii4i4 4 A4 ic6 1 BATH 2 DINING t 1ff 0 0 00 KITCHEN - A-roir e_ r-A-J PUV,R0014 I I I M rt =AGE t-tf.4 rii 4,fiz"4' rfr....1 . • . . 41"41° N 1"."" nr■•■7" 4" .• '7'; •••••• sIPM•• PLUMBING PLAN 64 0: r HOT AND COLD WATER RISER DIAGRAM �o 4 � - 3 ti S ' (o;.44-t' P (-AN( ruyir t 1 L-1.1. �..t 'MP ASTER BEDROOM FO YER I ( L 0 SCREIDIEO POACH LIVING TERRACE FAMLY 11 PATH 2 c 00 00 PLAYROOM J STORAGE : PLUMBING • SPECIFICATIONS _. IIKWAI MR101411011711641WOKy„ asis wu..rwc►wwuaSoorr.1«.4.6...v I 'C ERAt AI 1 UMPLNQ NAYFS ?I. ALL PLUMBINGWORKSIR/LLL 8E PERFORMED IN ACCORDANCE W%TH 1T•IE 19 4 SOUTH FLORIDA BUILDING CODE O4APTER { 46, LOCAL ORDINANCES. THE FLORIDA ENERGY EFFICIENCY COGS FOR BUILDING CONSTRUCTIOW AND H.RS. REGU.AT!O\.:. LATHE EVENT OF A CONFLICT BEfWF.EN CODES OR REGLII.ATIONS THE MORE STRINGENT SHALL GOVERN. 10, 11. SECTION 15.0100 PLUMBING CONTRACTOR SHALL OBTAIN AND PAY ALL FEES AS REOLARED BY GOVERNING BODIES HAVING JURISDICTION. AND CARRY INSURANCE AS REQUIRED BY LAW. EACH CONTRACTOR, 6U13-CONTRACTOR OR PARTY ENGAGED ON THE PRC UF-CT SHALL CARRY WORKMEN S COMPENSATION NSURANC.E IN STATUTORY AMOUNTS, UABIUTY, BODILY INJURY, AUTOMO$ILE. AND OTHER INSURANCE '1N Awaits AND FOR PERIODS SATISFACTORY TO THE GENERAL CONTRACTOR. CERTIFICATES CIF INSURANCE SHALL BE SUSMITTEQ BEFORE COMMENCING WORK THE DESIGN DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW _EVERY BEND. OFF-SET. ELBOW OR OTHER FITTINGS 'WHICH MAY QE REQUIF ED 1N THE PIPING FOR 1NSTAUATION IN THE SPACE ALLOTTED. CAREFUL COORDINATION OF THE WORK OF THIS SECTION WITH THAT OF OTHER TRADES IS NECESSARY TO AVOID CONFLICTS. • PLUMBING CONTRACTOR SHALL RELA CHECK AND VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. IN , :ADDITION, THE PLUMBING CONTRACTOR SHALL CONTACT All UTILITY COMPANIES IN ORDER TO DETERMINE EXACT POINT OF CONNECTION FOR WATER AND SEINER SERVICES BEFORE SUBMITTING A BID. ANY' CHANGES - .MADE BYTHE PLUMBING CONTRACTOR WHICH DEVIATE FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT IN WRITTEN FORM. FOR ANY SUCH CHANGES WHICH REQUIRE THE CONSTRUCTION DOCUMENTS TO BE CORRECTED, THE ARCHITECT WILL BE REIMBURSED FOR HIS TIME. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS IMICki: A{4E NOT DEPORTED. THE ARCHITECT DOES NOT HAVE CONTROL OF AND SHALL NOT SE HELD RESPONSIBLE FOR: CONSTRUCTION MEANS. METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES: SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK: ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY WORK; OR FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. • ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT .EXCEPT WHERE A DETAIL. IS SHOWN OR A NOTE IS ON NNE PLUMBNGCONTRACTOR SHALL BE RESPONSIBLE TOCALL FOR REQUIRED INSPECTIONS BY LOCAL AUTHORITIES. ALL SYSTEMS SHAL C BE TESTED AS PER CODE. PLUMBING CONTRACTOR SHALL PeaFOIiM ALL NECESSARY CORE DRILLING FOR PLUMBING WORK COMPLETE SYSTEM ,FIXTUAESAND EQUIPMENT SHALL $E GIVEN AN INSERVICEFEST AFTER COMPLETION OF INSTALLATION. THE PLUMBING CONTRACTOR SHALL PROVIDE A WRITTEN ONE YEAR GUARANTEE THAT ALL WORK SHALL BE FREE FROM S OF MATERIALS AND WORKMANSHIP FROM DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER AND ARCHITECT. i2 DO NOT SCALE THE DRAWING/311 sEm off 1 &1 SC PE OF WORK 1 . me WORK SHALL INCLUDE ALL PLUMBING NECESSARY AND SHOWN ON THE DRAWINGS, SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE :SYSTEM. INCLUDING, BUT NOT NECESSARILY LIMITED TO A, DOMESTIC GOLD AND HOT WATER PIPING SYSTEMS. B. SANITARY DRAIN AND VENT SYSTEMS. C. : PLUMBING R TUFIESAj D TRIM NC). D. . PRESSURE AND TELAPERATURE RELIEF FROM WATER HEATER } E PIPING INSULATION F. SUPPORTS AND HANGERS . G. HOT WATER RECOVERY SYSTEM INSTALLATION TO A/C SYSTEM (WHEN APPLICABLE) ELECTRIC WATER HEATER. ThEPLUMBING CONTRACTOR SHALL FIELD VERIFY THE LOCATION. ELEVATION. ANO SIZE OF ALL EXISTING ONES FOR CONNECTION. BEFORE INSTALLATION OF ANY PIPING. PIPING "INSTALLATION 'A. SUPPORT ALL PIPING FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS AS PER CODE. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION. SLABS OR MASONRY WALLS. CAULK OPENINGS BETWEEN /WAND SLEEVE PROVIDE ESCUTC/4EONSWHERE EXPOSED PIPES PASS THROUGH FLOORS. WALLS ORCEII RIGS. FIRMLY SECURED TO/PIPES AND OF SUFRCIENT DIAMETER TO COVER SLEEVED OPENINGS FOR PIPES.. PROVIDE CHROME-PLATED ESCUTCHEONS IN TOILET ROOMS PROVIDE FIRESTOPS OR U.L. CLASSIFIED-FIRE 8ARRIER PENETRATION SEALING SYSTEM WHERE PIPES PASS m610UGI•I,FIRE- [RATED FLOORS. WALLS OR CEILINGS PROVIDE ADJUSTABLE HANGERS, INSERTS. BRACKETS, ROLLS. CLAMPS AND SUPPLEMENTARY STEEL AS REQUIRED FOR ?ROPER SUPPORT OF PIPE LINES. PROVIDE HUNGERS TO ALLOW FOR EXPANSION AND CONTRACTION OF PIPE UNES AND ADEQUATE SIZE TO PERMIT COVERING TORUN CONTINUOUSLY THROUGH HANGERS. PIPING AT EQUIPMENT SUPPORTED INDEPENDENTLY SO THAT NO WEIGHT WILL BE SUPPORTED.BY EQUIPMENT, COORDINATE LOCATION OF HANGERS WITH .LIGHT FIXTURES, AIR .CONDITIONING DUCT WORK, DIFFUSERS AND EXISTING PIPING SYSTEM. PROVIDE RISER CLAMPS AT EMERY FLOOR. UNDERGROUND METAL PIPING SHALL 8EPROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFORE COVERLNG.(BI"TINASTIC OR EQUAL). PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. SANITARY WASTE, VENT AND STORM DRAIN PILINGS S1AU. BE 'PVC' SCHEDULE 40 AND COMPLY WITH ASTM D -1784, TYPE1. WASTE LINES SHALL HAVE A SLOPE OF 118• PER FOOT MIN. UNLESS OTHERWISE NOTED. PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND WASTE PIPING AT EVERY ORANGE OF DIRECTION AND AT THE BOTTOM OF STAG'S. CLEAN OUT LOCATION AND SIZES ON HORIZONTAL UNES SHALL BE AS PER COOS. VENT UNES SHALL EXTEND 6' MINIMUM ABOVE: ROOF AND 8E FLASHED 14TH LEAD. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS (WHERE APPLICABLE) SHALL BE 'PVC' SCHEDULE 40 PIPE AND FTTANGS, ALL HORIZONTAL HUNS SHALL BE INSULATED WITH 1r2• THICK •AARMWWZ.EX STANDARD PIRE INSULATION OR EQUAL SUP)NSuLAT10N ONTO PIPE AND SEAL BUTT JOINTS. ON 15 019§„DOVESTIMLD/LND HOT KATF.FR SYSTEM$ 'DOMESTIC WATER PIPES SHALL 8E: • A. BELOW GROUND TO BE COPPER TYPE 'IC WITH WROUGHT COPPER SOLDERED JONT FITTINGS. a . ABOVE GROUND TOES COPPER TYPE ,.• WITH, SAME FITTINGS. ALIFIXTIJRES SHALL. BE PE•ROTECtEDAGAINST WATER HAMMER M1 AR CHAMBERS OR SHOCK ABSORBERS AS INDICATED ON DRAWINGS. MR CHAMBERS TO 8E.20 PIPE DIAMETERS, BUT NOT LESS THAN 12'. PLUMBING CONTRACTOR TO PROVIDE CONTROL VALVE AT EACH FIXTURE. PLUMBING CONTRACTOR IS RESPONSIBLE FOR CONNECTION OF HEAT RECOVERY DEVICE (WHERE APPLICABLE) AND ' INSULATED COPPER UNE. PLUMBING CONTRACTOR TO CONTACT MECHANICAL CONTRACTOR FOR FURTHER INFORMATION. ENDREANAIERDIsmilaunoNsysreaSKALLBESTERUZED,FOLLOWINGCODE PROCEDURES. STERILIZE WATER ONES WITH A MIXTURE OF TWO (2) POUNDS OF CHLORINATED LIME TO ,EACH 1. 000 GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAN MIXTURE IN PIPES FOR 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING iN SERVICE: • =may 15,010e PLUMBING,FOCTLIRES SPECIFICATION 1. AU. PUJMBING FIXTURES (NC) SHALL BE INSTALLED AS PER MANUFACTURERS WRITTEN SPECIFICATIONS. °COILS FC4XSINITO4 *WAY ' acs Art . 44 HRT'0;I Atie vimea giv ra+ tipsou ovrta? . MIR= mamma courr ouRomo'cEx -w r tutu tuner input wow S ICY& PUNKIN fl01wECTION rtgo 'oueur C ouTurr MNILL calms mouKTto RXIVONE `• Twvac uaNrT a 4 FLOOD USKT* YOU, OR MUM SPEAKER ei• a NEWARK JACK FS? .1'1414 4ItY or 1 4 4 4 1 . - ; ( =4 ® . 0 O -4 0 (De 0 0 Nr Oft EEC 44,45: r /4N, 1•_o� Tal AMT1041104 OUTLET WOW OKTICTOR MR army* tttlCT1ICIAL OCOR OPENER SWITCN INTIPOOM TELS1+ONE JACK YtKUMILOCOMIOL 114111MMOSTAT oeseoPmer MICR JUNCTION S X WOUND MtRT INTIP MEIP!!IR CONCS LS lweve are SWUM EMS* raTUt OR MOM 11E RILOOATIO apcurr P4 Paw sertuit cot anew Lill 1 §1111 AMNIA I 1 Ilibi 1 mss Z 4 i . _ o{'sL�'1'� f 1 1-14 4-r 1 L = ■ lim t mod Arc CLo POWER/UGH 1NG PLAN • G 4-A � � figa CLo • 4 G - 40 ,t-Mr (�-t.L -1'pc- rA.41- ' : (E /) l.a• 17 K 6- ) BEDIROCM_3 MTh 3 1DROOM 2 r p CLo MASTER BEDROOM lbw • 1✓a r -- POYER 0 ,,i'i ►e 44-6 PA 41_ SCREENED PORCH FAMILY 1Jrt✓: Pz;.-• ! -1L h k 1* -f}414 cLo BATH 2 ‘r4 1_00 00 F • 6t4O -CP 1t. M frfP y..•. ; . . ~- ` , �f' -� �l ,;• M4�Ill�eu �' Hurst Awning Co., lac. 5795 N.W. 36 Avenue illiami Appruvcd:12 /21/95 PRODUCT CONTROL NOTICE OF ACCEPTANCE F1.1 33142 Acceptance No.: 95- 01117.02 (Revises No.: 9.I- 0029.114) Erpires:02 /23/911 rv� rlu DRUG FLAGLE11 WILDING UUILUItIO COVE COMPLIANCE OFFICE SUITE 1603 ME 1 itO -DADE rLAoLEfT BUILDING 140 WEST FIAOLEfi STUEET MIAMI, FLONIDA 33130.1503 (305) 376-2901 FAX (305) 376-2908. PIIODUCr couinol SECTION (305) 315.2902 rnx 1305) 312.0339 Your application for I'toduct Apptovnl of: .UG.# "Al►►r►►tr►rrar Storm 1'anel under Chapter 8 of the Metropolitan Dude County Code governing the use of Altcrrtu a ivintet ials and Types of Construction, and completely descrlbed lut the plans, spec111entluus nttcl culeulntluus no submitted byl Applicant, along with Drawing No. 95 -330, Sleets 1 thru 6 of 6. (lror listing, sec Section of of this Notice ofA cceptance. has been recommended for acceptance by the 13ttiltliltg Code Compliance office lu be used ht Dade County, Florida under t specific conditions set tool' on pages 2 el. seq. and the Standard Conditions on page 3. l his npptovnl shall not be valid tiller the exphnliun date slated below. 'I the Office of Code Compliance IcserVes the right to SCCIIIe this product or Illnterin1 at anytime it0111 n jobsite or tuuuulhclurer's plant for quality control testing. If this viaduct or material fails to perform In 1110 approved manner, the Code Compliance Oflice may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this ptoducl or mate, iul should nay attuttendutenls to the South ('Iorlda 13ullding Code be enacted affecting this product or material. 'I he Building Code Compliance Office reserves the the right to revoke this approval, il'it is dclerntined by the )3uiltling Code Compliance OIlice that this product or mate'iai Iitils to meet the tecluiteutcnls of the South l'IotIdtt Building Code. 1 he expense of such testing will be incuotetl by the tttuntttncluter. 1Ftittl i�ud tguez l'toduct Control Supervisor '1'IIIS IS THE COVEI(.SIlEEi, SIT, ADDITIONAL PAGES FOR SI'i %CiFIC ANI) CI;NI:RAL CONDITIONS IIUILDING COI)I, CO1111\ ITTEE This npplicntlutt for I'tuduct Approval Inns ()cell reviewed by the i'Vlettupuliluu Dade County I)uilcling Code Compliance I)cpntlutcnt nod npptoved by the I)uilding Code Committee to be used iu Dude County, Florida under the conditions set loi111 above. L �`• � . ' ta flits JiilIger, 1 .j�. t� 1)iteclur J Building (20de Compliance Dept. i'IcllupulitnN Dade County TYPE: SERVICE: VOLTAGE: MOUNTING: GE NLTQ 1PH,3W 120/240 FLUSH EXISTING • ELECTRICAL PANEL "A" EXISTING PANEL 200 AMP PANEL • MAIN BUS: 200 AMP. NEUTRAL: 200 AMP MAIN: 2P-200A LOCATION: B01 I AZC: 10,000 .:•:" ..- ". .X. - :-, CIR. .: .?R" i t S , 5 1 .P.R,": i ';' - :+ .• 441 2#10 IN 144‘C . 4,500W 30AMP NEW WATER • HEATER ", ,,, 11 „ POOL HEATER 50AbAr 9,600W 2#6 IN 3/4'C 3#8 IN 1 1/2"C . • DISHWASHER 4 '3,.'w, • 7.... • • . ' ' 8,454W 40AMP PANEL V .....5'•••■• " -,-,' 6:h" GARAGE AC 30AMf' 4,680W 2#10 IN 3/4"C 20AMP NEW GFI OUTLETS . " ... ' b• 8"., . • * 2#14 IN 1/2"C 1.200W 3#6 IN 1 1/2•C ' 8.250W •60AMP PANEL 'B - ....,9:77 • `--N10. DRYER 40AMT 5,600W 2#8 IN 3/4•C • • . ' - • 42-'.. . ' ' 26 IN 3/4•C 10,000 50AMP RANGE -...13tr. ' - ` . ..",:;14 '•'-:' CHARCOAL GRILL 30AMP 4,500W 2#10 IN 3/4"C , ' ' . '16 • :'"Iskt ' • ' 2112 IN 1/2•C 1,500W 20AMP G. CXSPOSAL .r17,..- ' ;.• 16, CENTRAL AC 60AMP 9,900W 216 IN 3/4"C 2#12 IN 1/2'C 1,200W 20AMP rrrr GEN.UGI-ITING -0 ,-19,* • , 20 21/14 IN 1/2"C 1.200W . 15AMP GEN.LIGHTING 1 , -- -21 , '",: s : - • , ..,... .,: GEN.UGHTING 15AMP 1,200W 2#14 IN 17C 21/14 IN 1/2"C 1,200W 15AMP GEN.LIGHTING "93,..: :. 24.- SPARE • 20AMP 1,200W 2#12 IN t/2"C 2#14 IN 1/2•C 1,200W 15AMP GEN.UGHTING I fI.-25 .. .', .726.7 RU-iiIGERATOR • 20AMP 1,500W 2#12 IN 1/7C 2#14 IN 1/2'C 1,200W 15AINF• GEN.LIGHTING ',-",27-,,, ."."- '' ••''' --" A-2* ":".:4--:. .., NEW SPA MOTOR (FUTURE) 20AMP 2,400W- 2#12 IN 1/2•C 2414 IN 12'C 1,200W 15AMP GEN.UGHTING ' , . 4 ,210 1". ..., ! .. --00 / GEN. UGHTING 20AMP izoow 212 IN 1/7C 2#14 IN 1/2'C 1,200W 15AMP GEN.UGHTING - 'fal 'i,".32" SMALL APPL 20AMP 1,500W 2#12 IN 1/7C ' 2#14 IN 102•C 1.200W 15AMP GEN.UGHTING 1... , .: ' , .1" - - . PATIO COUN'TERTOP 20AMP 1,500W 2#12 IN 1/2•C au IN 1/2-c 1,200W 15AMP GEN.UGHTING * .".. -- 36, WASHER 20AMP 1,500W 2#12 1AI 1/2"C 2#14 IN 1/2"C 1,200W I5AMP GEN.UGHTING : 37 ;38.. . , FREEZER , 20AMP 1,500W 2#12 IN 1/2"C 2#12 IN 1/2"C 1,500W 20AMP SMAU. APPL -._ 3 .,..40- GEALUGHTING 20AMP 1,200W 2#12 IN 17C • •,, - .. . '1•••41 - , !42 46.204.00 48,980.00 TOTAL CONNECTED LOAD. 95,18.4.00 VA TOTAL DEMAND LOAD. 48.000.00 VA • TYPE: SalIVICZ: VOLTAGE: MOUNTING: • `WRING' GE ALTO 1PHAW 1204240 SURFACE EXISTING MOUNTED ELECTRICAL PANEL "8" MAIN BUS: 60 AMP. • . . NEUTRAL.: 60 AMP . MAIN; 2P-60A . LOCATION: BOTTOM AZC: 10.000 ' LOAD TRIP REMARKS. CIR. PHAS ciR. REMARKS TRip • LOAD WIRING 20121N 1/2"C 1,500W 20A/AP REFRIGERATOR . ,1" 1Pfl - 2.'• WATEFIHEATER 30A1.IP 4.500W 2#10 IN 3/4"C . 2112 IN 1/2"C 1,500W • 20AMP DISHWASHER 4 '3,.'w, • :- 1,200W ' • 2,400W 2112 IN Ifre . . i.26 ICIAkiF diN-LIGKTING . 5-- ' ' 6 GEN LIGHTING 20AMP • 1,200W 2#12 IN IirC 20AMP NEW GFI OUTLETS . , SPACE ... ' • 8 ,, _.. SPACE 2#14 IN 1/2"C 2#14 IN 1/2"C 1.200W SPARE , - ..-te`.'''..; • '::& • '''IP,•'::. 1 200W 2#14 IN 1/2"C • • . . • - . ...- ..;l3-..... " , 4 4 ;: • - 14- , , .,... • • . '16 • 16 . 7 . , • :18':` : la '14)::: . ' 19 • 20' . . _ - " .; t . s : - • , ..,... ''' '"'r*; • "..:";•,. " . ..e. - : :::t- . ■-•*"'' ■ ''.... ° . 1 1 4,200.00 . _ c," •,...,• 5,700.00 TOTAL CONNECTED LOAD= 9,900.00 VA TOTAL. DEMAND LOAD... - . VA „ G.AL SPECIFICATIO ; , . .011‘111"1111091164112,1111PK' M ai r•r4 .174104.11 0 11164111 ."1" ,„ , ' , It • • •••• • '4 • 1 `''. ' . • • • - ALLELECTFACAL WORK SHALLBE PERFORMED& ACCORDANCE WITH THE 1i94 souumomokautuviacooe. CHAPTER ' -45 THE NADDNALELECTRICAL CODE(14.E.C..).'LOCAL. ORDINANCES ANome. R.01.913A•ENERGY EFRCIENCY CODE ma 134.111 ■DINGC1 05- 1 1 RAFT 1 0,4 - IN TIE a/WT BETWEENCODESOR REGULATIONS THE MOFIE.STRINGENTSHAU.' ELECTRICACCA;NTRACTIDR SHALL OBTAIATAND PAY .ALL:FEES AS REQUIRED BY GOVERNING BODIES HAVING JURISDICTION. ; AN D CARRY INSURANCE AS REQUIRED BY LAW.-EACH CONTRACTOR, SUB-CONTRACTOKOR PARTY ENGAGED ON THE ,PROJECTSHALL C.ARRYWORKMENS C.01/4PENSATIOAIINSURANCE IN STATUTORY AMOUNTS, LIABILITY. BODILY INJURY, AUTOMOBILE, AND OTHER INSURANCE IN A/AOUNTS AND FOR PERIODS SATISFACTORY TO. THE GENERAL CONTRACTOR. - CERTIFICATES OF INSURANCE SHALL BE SUBMITTED BEFORE COASAENCINGINORK: a. ... ,THEDESIGN DRANANGS ARE GENERALLY DIAGRAMMAIIC. 11+iEY 00 NOT SHOW EVERYBEND. 0E1+6E1% OR OTHER FITTINGS • WHICH-MAY /3E REQUIRF-0 IN THE E.LECTRICALFOR INSTALLATION IN THE SPACE ALLOrfED. CAREFUL:COORDINATION OF THE' WORK OF - THIS SECTION INTDI THAT °POTHER TRADES IS NECESSARY ELECTRICAL CONTRACTOR SHALL FIELD-CHECK AND VERIFY AU.. EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. IN ADDITIOAL THE ELECTRICALCONTRACTORSHALL CONTACTAU-4.MUTY COMPANIES IN ORDER TO DETERMINE EXACT PONT .OF CONNECTION FOR ELECTRICAL. AND PHONE SERVICES BEFORE SUBMITTING A 1310- • , CHANGES MADE IIY.IliEELECTRICAL CONTRACTOR WHICII DEVIATE FROIATHE DRAWINGS MUST BE REPORTED TO THE , ARCHITECT IN WRITTEN FORIA;FOR ANY SUCHCHANGES WHICH REQUIRE THE-CONSTRUCTION DOCUMENTS TO BE ' - -CORRF-CTED, THE ARCHITECT WILL BE R,E1A4BURSED FOR HIS TAAL THE ARCHITECT IS NOT RESPONSIBLE FOR ANY ' 'DEVIATIONS FROM • RIE conamucnou DOCUMENTS WHICH ARE NOTREPORTED. - • 6. THE ARCHITECT DOES NOT SHALL_ NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS. ME11.130S, TECHNIQUES, SEQUENCES ANDPROCEDURES: SAFETY PRECAUTIONSAND PROGRAMS IN coNNEcnoN wiTH VVORIC. •ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK; OR FAILURE OF ANY OF THEM TO CARRY our THE WORK IN ACCORDANCE WITH THE CONTRACT . 7. ,ALLDETAILSANDSECTIONS SHOWNON DRANANGS AREINTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TOANY SIMILAR SITUATION ELSEWHERE ON DIE PROJECT EXCEPT WHERE,A DETAIL IS SHOWN OR A NOTE IS ON THE 'ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CALL FOR REQUIRED INSPECTIONS BY LOCAL AUTHORITIES. ALL SYSTEMS •&OLE, BE TESTED AS PER 000 aECTRICALCONTRACTOR SHALLMAKE AU:NECESSARY EXCAVATIONS, CUTTING AND 00 ALL REPATCFUNG AS NECESSARY „ r FOR THE PROPER ExecurioN OF THIS WOW • .• COMPLEIESYSTEAL RXTURESAND EQUIPMENT SHALL &GWEN ANIN-SERVICE rEsr AprERCOMPLETIONOF INSTAUATION. 'THE SYSTEM SHALL TEST FREE FROM &CRT CIRCUITS AND GROUNDS. 11. THE ELECTRIC,AL CONTRACTOR SHALL PROVIDE A WRITTEN ONE YEAR GUARANTEE THAT ALL WORK SHALL BE FREE FROM - DEFECTS OF MATERIALS AND WORKMANSHIP FROM DATE OF FINAL ACCEPTANCE OF THE WORK BY TIIE'OWNER NO 12.* ' ANY DISCREPANCIES ARE TO /3E BROUGHT TO THE ATTENTION OF THE ARCHITECT 13F-FORE PROCEEDING WITH THE WORK 13., • 00740T SCALE - DIE ORAWINGS11 Expotutalazzleg4{yam • •-• 1. THEWORKSI.IALLINCUJOE ALL LABORAATEALALS. NECESSARY EQUIPMENT AND SERVICES TO COMPLETE THE ELECTRICAL WORK AND RELATED WORK AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN ,INCLLICING. BUT NOT NECESSARILY LIMITED TO: 141N DISCONNECTS SWITCHES AND CIRCUIT BREAKERS. CONTACTORS. • C: FEEDERS AND SUL:i 0. -. GROUNDING. E • PANELBOARD . , F. BRANCH CIRCUITS wiatbria INCLUDING CONDUITS. WIRE, 'LIGHTING OUTLETS. SINITCHES, RF-CEPTACLES, POWER OUTLETS, TIM E SWITCHES, PHOTOCELL SWITCHES, AS SHOWN ON THE DRAWINGS. .E.LECTRICAL CONTRACTORSHALUIE RESPONSIBLE FOR CONNECTING ALL MOTOFtS, ELECTRICALLY OPERATED EQUIPMENT, DEVICESAND MOTQRS FOR SAME. AS NOTED ON PLANS, INCLUOINGBUT NOT UMITED TO PUMPS, AIR CONDITIONING, vergaAnoti Boutft.arr AND SPECIAL SYSTEMS. THE .ELECTRICAL cotiwkAcroasHAu. PROVIDE AND CONNECT ALL LIGKTING FIXTURES AND LAIAPS UNLESS OTHERWISE 'AGREED TO IN WRITTEN WTh Th OWNER. , 4. • ALLMATERIAL SHALL BENEW, AMERICANMANUFACTURE. ANT/BEARD-4E UNDERWRITERS LABORATORXAND UNION LABELS `UGHTING FLVTURESSliAll. BE COMPLETE W ALL NECESSARY WIRING. LAMP HOLDERS RERECTORS, GLASSWARE AND. MOUNTING ACCESSORIES AS FIEQUIFIF-0,. ' 4 • _ PANELS (WHERE APPUCABLE) SHALL BE SQUARE Tr; GENERAL ELECTRIC OR WESTINGHOUSE_ TYPE ANO NUMBER OF -,* ' • r ; BREAKERSAS INDICATED ONVANEL SCHEDULE'. PROVIDE TYPEWRITTEN SCHEDULE IN PANEL 130AR13. "` ' ' 2. ' SAFETY SWITCHES SHAU. BE •SQUARE •Er, GENERAL ELECTRIC. OR WESTINGHOUSE, HEAVY DUTY. FUSED OR NON-FUSED „ . , AND sago AS REQUIRED. NEMA 3R WHEN-C<POSED TO WEATHER,. , . , a , . TIME,SNATCHES SHALL BE EQUAL TO PARAGON MODEL NU1ABER4003-0, INDOOR RE,GULAR DUTY, 1 2POLE DOUBLE PO .4 SINGLE ThROW. ... - * OUTLETBOXES SHALL BE GALVANIZED, WITH SUITABLE PLASTER FUNGS OR TRIMS TO CONFORM TO FINISHED SURFACE AS . , ' RF-DUIRE,D. EXTRA LARGE 80XES SMALL BE USED IN ACCORDANCE WITH NEC. IN PLACE OF SIZE INDICATED WHERE . -- • * -. - #1ECESSARy TO !'VENT UNDUE CROWDING OF RES. GANG BOXES SHALL BE USED FOR GANG SWITCHES ' ALLer;crRicAL.,coNoucroRs SHAL.1.13E INSTALLED IN coNourr.coNourrs SHALL COMPLY WITH N.E.C. PVC COND. SHALL - BE SCH:40 AND SHALL BE USED WHERE coNouir is, RUN IN CONCRETE SLAB, OR UNDERGROUND ELECTRICAL /AETALUC r ' CONDUIT sHAu. - USED ON ALL INTERIOR WIRING. GRS COO/OUT SHALL 13E USED ON ALL EXTERIOR WIRING. 6. ALLCONDUCTORS SHALL BE COPPER, NO CCNDUCTOR SHAU. BESMALLER THAN #14 AWG. INSULATION SHALL BE TIN FOR ' 1 ' ' *SAND SMALLER AND THW FORMS AWG. OR LARGER AND SHALL f3E RATED 600 VOLTS. INSTALL A GROUNDING cctioucroft „ i -. , IN.AU-PVC CTADUITS, SIZED PER N.E.C. 250-95. ' . _ , . • r . , SPLICES FOR *6 AwG.OR SMALLER SHAU. BE 1AADE WITH U.LUSTED MECHANICAL PRESSURE CONNECTORS. SPLICES FOR , • - 44 AWG:ORIARGER SHALL BE MADE WITH MECHANICAL PRF-SSURE, SOLDERLESS CONNECTORS, & SHAU. 8E BURNQY ' ' , I . ' SERVITS OR APPROVED EQUAL. + i . -'. -- ' 9- ELECTRICAL CONTRACTOR SHALL VERIFY SERVICE,VOLTAGE BER:RE ORDERING ANY aECTFUCAL ECAAPAAENT. 9. „ - GROUNDING SHALL 8E IN ACCORDANCE WITI-1 ARTICLE 250- OF NEC. , ,10.„ ' LOADS.114 GUTTERSHALL PROPERLY 8ALANczo BET/VEEN PI-LASES. . ,. . 11. • AU,AAETERS.'MAIN &WITCHES AND SUB-MAIN SNATCHES SHALL BE CLEARLY MARKED. 12 • ' CIASS2 WRING SYST/4-FOR TELEPHONE, TV, SOUND, INTERCOM, AND SECURITY SYSTEM. . , "? ' 13. " ' ' PREWIRE FORSECURITY SYSTEM (WHERE APPUCABLE) OR UPON OWNER'S WRITTEN APPROVAL. PROVIDE SURGE , • ' - PROTECTEO ELECTRICAL. OURET-AND TELEPHONE JACK AT SECURITY SYSTEM PANa. ' • i ,,. 14., • r SMOKE DETE,CTORS SHALL: BE HARD WIRED TO ALARM SYSTEM-(SEE ELECTRICAL PLANS FOR LOCATION) . IF NO ALARM - ' .t.'" ' SYSTEM IS INSTALLED. SMOKE DETECTOR SHALL:BE HARD WIRED INTO CIRCUIT DEDICATED TO KITCHEN OR BATH LIGHTS. PROVIDE SERGE PROTECIEDELECTRICAL OUTLET AT TV, COMPUTER, ANO STEREO LOCATION'S. • , - - la, ' STANDARD MOUNTING HF-IGHT TO MEASURED FROM FINISHED R.00R TO CENTER OF JUNCTION BOX - ,TYPIOAL HEIGHT ARE USTED tIELQW. UNLESS OTHERWISE Nowa , - - t - , BRACICETUGHTING-.---------- ---......„...... .... . . ..........................-.............. . aArtiRook4BRAcacEr uotiroic...----------- TI -LERNIOSAT'S- - valinime•••••■••■•••••••••••••■•••••••••••••■••••••••••■••,••••••••*.....6.•■• .... ........... .......... ....... ..... A'-.2" ' f BOTTOM OF PANEL-...-......-...----..-------...,...-........,..-....................- I - ' WALL 'TELEPHONE CAIL- S-_-- . - - r ,. 1 ' . wAu..swrratEs... ........ ... - - - , REcEpTActLE-ovEFI COuNTER____ _. ._______,.:-..........._.... ... . . ..-----..-- ' I t ' B. - ALLIMETALUC RElliFORCING. UGHTING FIXTURES. RAILINGS METAL PARTS OF LADDER. DIVING BOARDS AND THEIR SUPPORTS SHALL BE BONDED TOGETHER AND GROUNDED TO A COMMON ciaoyNo. 1HE 130N0ING CONDUCTOR SHALL NOT BE SMALLER THAN 118 CU. ' SHOP ORAMANGSAND MANUFACTURES UTERATUFIE: SUBMIT FOR APPROVAL. PROPERLY IDENTIFIED MANUFACTURERS UTEFIATURE GIVING-MATERIALS, FINISHES, ACCESSORIES AND INSTALLATION DIRECTIONS WHERE REQUIRED QF THE FOLLOWING ELECTRICAL EQUIPMENT. ; .: CONDUCTS AND •FIACIEWAYS. I B. • CONDUCTORS. - C. 0U:1 PULL AND JUNCTION BOXES j. . 0. . ' <>VEFKIJRFIENI' PROTECTIVE, DEVICES , • LIGHTIAIG FDCTURES AND LAMPS - .F0CTURES. ourt.Ers AND SWITCHES, ETC ARE (NIC), - + • -.,. - ourt,.Ers WITHIN, 15' OF POOL OR OTHER BODIES OF WATER TO BE G.F.I. 20. - 144-1P{EXISTING MOUNTING HEIGHT.OF SIAATCHF AND OUTLETS. Era. PROVIDED AU. CODE REQUIREMENTS ARE MET. • GENERAL ME UGHTING B WAD: PANELS A 8 AND C 3132 4SQFT. 0 3W.- 2-20 AMP. APPL CIR. 0 1500W 1-20 AMP GFI CIA. 1500W...... . . ••■• ••••••••■•••• • ....... ................. ••••••••• DISHWASHER__-_ ... REFRIGERATOR #1 REFRIGERATOR #2 ........ ..•• .. FREEZER. GARBAGE DISPOSAU TRASH COMPACTOR WASHER DRYER - POOL PUMP SPRINKLER PUMP. CHARCOAL GRILL. NEW SPA PUMP _ WATER HEATER #1 NEW WATER HEATER #2 TOTAL FIRST 10KW 0 100% REMAINDER 0 40%. TOTAL_ 30,509 / 240. AR CONDITIONING AC UNIT #1 COND. UNIT 27AMPS+AHU 4 AMP. HEAT STRIP 41.5 AMPS 065% .27 AMPS +AHU 4 AMP AC UNIT #2 COND. UNIT 14 AMPS HEAT STRIP 16.4 AMPS 0650 .10.5 AMPS + AHU 1.5 AMP POOL HEATER (HEAT PUMP)40 AMPS 065% =26 AMPS 25% LARGEST MOTOR. 3,0 AMPS TO.TAL.- FEEDER NEUTRAL LOAD/220-20 3,824 SQ. FT. 03W..... . 11.472 WAITS 2-20AMP APPL CIA. 1500 3,000 WATTS 7-20 AMP GFI CIR. 0 1500 1,500 wArrs TOTAL. 15,972 WATTS RRST 3KW 0 100%. 3,000 WATTS REMAINDER 0 35%,..- 4.540 WATTS TOTAL 7,540 WATTS GARBAGE DISPOSAL ,500 WATTS DISHWASHER. 1,500 WATTS REFRIGERATOR #1 1,500 WATTS REFRIGERATOR #2 FREEZER. 1,500 WATTS WASHER... 1,500 WATTS 1,500 WATTS RANGE lo.riikw O65% 0 70%. 4,550 WATTS DRYER 5.6KW 065% • 070% 2,548 WATTS TOTAL. 23,638 WATTS 23,638.240x 98.5 AMPS PHASE A & B • 199.0 AMPS NEUTRAL-- 98.5 AMPS EXISTING MAIN SERVICE MUST BE 200 AMPS, IF NOT INSTALL NEW MAIN WITH SUPPLY TO CONNECTOR AS PER MEC. 310 -16 THRU 310 191.41AL CONSISTING OF 30/0 THW CU AND 141611.1W CU IN 2 sir CONDUIT. ELECTRICAL CONTRACTOR TO CONFIRM ALL EXISTING CONDITIONS ARE AS PER CODE(1994 ADDITION) ANY DEVIATION SHOULD EIE BROUGHT UP TO CODE. 'ELECTRICAL CALCULATIONS * GENERAL UGHTING LOAD: PANEL 8 r HASE A 8, B 250SQ.FT. 3W no WATTS DISHWASHER. 1,500 WATTS REFF #1 UGERATOR 1,500 WAITS AtATER41EATER *1 4,500 WATTS TOTAL 8250/ 240. FEEDER NEUTRAL LOAD/220-20 250 SQ. FT. 03W EXSHWASHER. 750 WAITS 1.500 REFRIGERATOR WATTS 1,500 wArrs TOTAL • - ELECTRICAL CALCULATIONS GENERAL UGHTING LOAD: PANEL C pHASE A & B 718 SQ.FT. ea 3W 1-20 AMP GR cR 0 1500W POOL PUMP.. _ SPRINKLER ca .... FEEDER NEUTRAL LOAD/220-20 r. ....... 11,472 WATTS 3,000 WATTS 1,500 WATTS 1.500 WATTS 1.500 WATTS 1,500 WATTS 1,500 WAITS '1,500 WATTS 1,500 WATTS 10.030 WATTS 5,600 WATTS 2,400 WATTS 2,400 WATTS 4,500 WATTS 2,400 WAITS 4,500 WATTS 4,500 WATTS 61272WATTS 10.000 WATTS 20,509 WATTS 30.509 WATTS 127 AMPS 31.0 AMPS 8A54 1240- 352 AMPS 12.0 AMPS 26.0 AMPS 199 AMPS 8250 WATTS 34 AMPS 3.750 WATTS 3,750/240. 15.6 AMPS PHASE A & B ..1,141.011 34.0 AMPS NEUTRAL--- 15.6 AMPS EXISTING SERVICE TO PANEL "B• MUST BE 60 AMPS, IF NOT INSTALL NEW MAIN WITH SUPPLY TO CONNECTOR AS PER N.E.C. 310 -16 THRU 310 19W1. CONSISTING OF 386 THW CU AND 1 # 8 THW CU IN 1 sir CONDU4T. ELECTRICAL CONTRACTOR TO CONFIRM ALL •X/STING CONDITIONS ARE AS PER CODE(1994 ADDITION) ANY DEVIATION SHOULD BE BROUGHT UP TO CODE. 2,154 WAITS 1,500 WATTS 2.400 WATTS 2,400 WATTS 1 ;TOTAL 8,454WATPS FIRST 10KW 0 100% 6.454 WATTS 718 SQ. FT. 03W 1-20 AMP GR CIR. 0 1500 2,154 WAITS 1.500 WATTS TOTAL. 3,654 WATTS FIRST 3KW 0 100%. 3 REMAINDER 0 35%. ,000 WATTS 229 WATTS TOTAL 3,229 WATTS A.229,24o. 13.4 AMPS PHASE A & B 32 AMPS NEUTRAL.... 13.4 AMPS EXISTING SERVICE TO PANEL C MUST BE 40 AMPS, IF NOT INSTALL NEW MAIN WITH SUPPLY TO CONNECTOR AS PER N.E.C. 310 -16 THRU 310 19 MIN. CONSISTING OF 3S8 THW CU AND 1 # 8 THW CU IN 1 1/2" CONDUIT. ELECTRICAL CONTRACTOR TO CONFIRM ALL EXISTING CONDITIONS ARE AS PER ODOE(1994 ADDITION) ANY DEVIATION SHOULD BE BROUGHT UP TO CODE. 6,720.00 7,200.00 • TOTAL CONNECTED LOAD. 13,920.00 VA TOTAL DEMAND LOAD./ • VA 1 exam! ht Dabs R.vve • `4-19 iD i0 B151 PAL "A", kte \ ELECTRICAL RISER DIAGRAM urs. 1I Ti CU (AVM ro e PRI1114 Rop5 wim alft6 ro WATER 5)5111 & raft Ktfileab VNY NY M. KRA) PiNN as TO ff 2-5/1111k g it-0` eat WIT11 A LINN PEFITI 6-etRELUIE DisTPE, EiRGLN7 MG A5 NTITP) 1 1r. TYPE: SERVICE: VOLTAGE: MOUNTING; '.7.,-i;;N:. EXISTING ELECTRICAL PANEL "C" GE NLTQ MAIN BUS: 40 AMP. 1 PH,3W NEUTRAL: 40 AMP 120/240 MAIN: 2P-40A FLUSH LOCATION: BOTTOM . AZC: 10,000 ...-z,K1' -,. .":4!4, 0 ;•;' ,71 P•;* -1. :•:,:,:4Bet , t_.,.! , ,i,„,ics,._?..- ;.,' :t • , :lRu),,,..,.• = L9A . WIRING 2#14 IN LOC 1,200W 15AMP GEN.LIGHTING . 1- , 1P1-1. .:,:-,2::...„ GEN.UGHTING 15AMP 1,200W 24/14 IN 1/2"C 2#14 IN 1/2 1,200W 15AMP GEN.UGHTING ::.!..34....., .r GEN.UGHT1NG 20AMP 1,200W 2#12 IN 1/2"C 24/10 IN 3/4"C 2,400W 30AMP POOL PUMP ,l',.:.6• ,.,....:;„:.,...".• -- -, - - f.'.7,-.6.57. , „,,...-q:-. SPRINKLER PUMP 20AMP 2,400W 2110 IN 3/4"C 24012 IN 1/2•C 720W 20AMP NEW GFI OUTLETS ;%?: r...,,,,.. -, • ' :;.,S,,,„,,,, '1 ' NEW GEN.UGHTItsIG tsAMP 1,200W 2#14 IN 1/2"C 2#14 IN 1/2"C 1.200W 15AMP SPARE , - ..-te`.'''..; • Zji ;'." ... SPARE 15AMP 1 200W 2#14 IN 1/2"C • ....III:" . ...- ..;l3-..... " .,... • • 7 . , • :18':` '14)::: . ' i ? . .. '' - " .; t , • , ''' '"'r*; • "..:";•,. " . ..e. - : :::t- r•,;:rjr.,;;;;:r ■-•*"'' ■ ''.... ..7' c," •,...,• :(''''•f•';':' ' ''' ' rc'. :•., • V , rt, ' ; , .^.:. • :':` • S.■ • 7 : ; , . ., • . • •,, - .. . . - „ G.AL SPECIFICATIO ; , . .011‘111"1111091164112,1111PK' M ai r•r4 .174104.11 0 11164111 ."1" ,„ , ' , It • • •••• • '4 • 1 `''. ' . • • • - ALLELECTFACAL WORK SHALLBE PERFORMED& ACCORDANCE WITH THE 1i94 souumomokautuviacooe. CHAPTER ' -45 THE NADDNALELECTRICAL CODE(14.E.C..).'LOCAL. ORDINANCES ANome. R.01.913A•ENERGY EFRCIENCY CODE ma 134.111 ■DINGC1 05- 1 1 RAFT 1 0,4 - IN TIE a/WT BETWEENCODESOR REGULATIONS THE MOFIE.STRINGENTSHAU.' ELECTRICACCA;NTRACTIDR SHALL OBTAIATAND PAY .ALL:FEES AS REQUIRED BY GOVERNING BODIES HAVING JURISDICTION. ; AN D CARRY INSURANCE AS REQUIRED BY LAW.-EACH CONTRACTOR, SUB-CONTRACTOKOR PARTY ENGAGED ON THE ,PROJECTSHALL C.ARRYWORKMENS C.01/4PENSATIOAIINSURANCE IN STATUTORY AMOUNTS, LIABILITY. BODILY INJURY, AUTOMOBILE, AND OTHER INSURANCE IN A/AOUNTS AND FOR PERIODS SATISFACTORY TO. THE GENERAL CONTRACTOR. - CERTIFICATES OF INSURANCE SHALL BE SUBMITTED BEFORE COASAENCINGINORK: a. ... ,THEDESIGN DRANANGS ARE GENERALLY DIAGRAMMAIIC. 11+iEY 00 NOT SHOW EVERYBEND. 0E1+6E1% OR OTHER FITTINGS • WHICH-MAY /3E REQUIRF-0 IN THE E.LECTRICALFOR INSTALLATION IN THE SPACE ALLOrfED. CAREFUL:COORDINATION OF THE' WORK OF - THIS SECTION INTDI THAT °POTHER TRADES IS NECESSARY ELECTRICAL CONTRACTOR SHALL FIELD-CHECK AND VERIFY AU.. EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. IN ADDITIOAL THE ELECTRICALCONTRACTORSHALL CONTACTAU-4.MUTY COMPANIES IN ORDER TO DETERMINE EXACT PONT .OF CONNECTION FOR ELECTRICAL. AND PHONE SERVICES BEFORE SUBMITTING A 1310- • , CHANGES MADE IIY.IliEELECTRICAL CONTRACTOR WHICII DEVIATE FROIATHE DRAWINGS MUST BE REPORTED TO THE , ARCHITECT IN WRITTEN FORIA;FOR ANY SUCHCHANGES WHICH REQUIRE THE-CONSTRUCTION DOCUMENTS TO BE ' - -CORRF-CTED, THE ARCHITECT WILL BE R,E1A4BURSED FOR HIS TAAL THE ARCHITECT IS NOT RESPONSIBLE FOR ANY ' 'DEVIATIONS FROM • RIE conamucnou DOCUMENTS WHICH ARE NOTREPORTED. - • 6. THE ARCHITECT DOES NOT SHALL_ NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS. ME11.130S, TECHNIQUES, SEQUENCES ANDPROCEDURES: SAFETY PRECAUTIONSAND PROGRAMS IN coNNEcnoN wiTH VVORIC. •ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK; OR FAILURE OF ANY OF THEM TO CARRY our THE WORK IN ACCORDANCE WITH THE CONTRACT . 7. ,ALLDETAILSANDSECTIONS SHOWNON DRANANGS AREINTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TOANY SIMILAR SITUATION ELSEWHERE ON DIE PROJECT EXCEPT WHERE,A DETAIL IS SHOWN OR A NOTE IS ON THE 'ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO CALL FOR REQUIRED INSPECTIONS BY LOCAL AUTHORITIES. ALL SYSTEMS •&OLE, BE TESTED AS PER 000 aECTRICALCONTRACTOR SHALLMAKE AU:NECESSARY EXCAVATIONS, CUTTING AND 00 ALL REPATCFUNG AS NECESSARY „ r FOR THE PROPER ExecurioN OF THIS WOW • .• COMPLEIESYSTEAL RXTURESAND EQUIPMENT SHALL &GWEN ANIN-SERVICE rEsr AprERCOMPLETIONOF INSTAUATION. 'THE SYSTEM SHALL TEST FREE FROM &CRT CIRCUITS AND GROUNDS. 11. THE ELECTRIC,AL CONTRACTOR SHALL PROVIDE A WRITTEN ONE YEAR GUARANTEE THAT ALL WORK SHALL BE FREE FROM - DEFECTS OF MATERIALS AND WORKMANSHIP FROM DATE OF FINAL ACCEPTANCE OF THE WORK BY TIIE'OWNER NO 12.* ' ANY DISCREPANCIES ARE TO /3E BROUGHT TO THE ATTENTION OF THE ARCHITECT 13F-FORE PROCEEDING WITH THE WORK 13., • 00740T SCALE - DIE ORAWINGS11 Expotutalazzleg4{yam • •-• 1. THEWORKSI.IALLINCUJOE ALL LABORAATEALALS. NECESSARY EQUIPMENT AND SERVICES TO COMPLETE THE ELECTRICAL WORK AND RELATED WORK AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN ,INCLLICING. BUT NOT NECESSARILY LIMITED TO: 141N DISCONNECTS SWITCHES AND CIRCUIT BREAKERS. CONTACTORS. • C: FEEDERS AND SUL:i 0. -. GROUNDING. E • PANELBOARD . , F. BRANCH CIRCUITS wiatbria INCLUDING CONDUITS. WIRE, 'LIGHTING OUTLETS. SINITCHES, RF-CEPTACLES, POWER OUTLETS, TIM E SWITCHES, PHOTOCELL SWITCHES, AS SHOWN ON THE DRAWINGS. .E.LECTRICAL CONTRACTORSHALUIE RESPONSIBLE FOR CONNECTING ALL MOTOFtS, ELECTRICALLY OPERATED EQUIPMENT, DEVICESAND MOTQRS FOR SAME. AS NOTED ON PLANS, INCLUOINGBUT NOT UMITED TO PUMPS, AIR CONDITIONING, vergaAnoti Boutft.arr AND SPECIAL SYSTEMS. THE .ELECTRICAL cotiwkAcroasHAu. PROVIDE AND CONNECT ALL LIGKTING FIXTURES AND LAIAPS UNLESS OTHERWISE 'AGREED TO IN WRITTEN WTh Th OWNER. , 4. • ALLMATERIAL SHALL BENEW, AMERICANMANUFACTURE. ANT/BEARD-4E UNDERWRITERS LABORATORXAND UNION LABELS `UGHTING FLVTURESSliAll. BE COMPLETE W ALL NECESSARY WIRING. LAMP HOLDERS RERECTORS, GLASSWARE AND. MOUNTING ACCESSORIES AS FIEQUIFIF-0,. ' 4 • _ PANELS (WHERE APPUCABLE) SHALL BE SQUARE Tr; GENERAL ELECTRIC OR WESTINGHOUSE_ TYPE ANO NUMBER OF -,* ' • r ; BREAKERSAS INDICATED ONVANEL SCHEDULE'. PROVIDE TYPEWRITTEN SCHEDULE IN PANEL 130AR13. "` ' ' 2. ' SAFETY SWITCHES SHAU. BE •SQUARE •Er, GENERAL ELECTRIC. OR WESTINGHOUSE, HEAVY DUTY. FUSED OR NON-FUSED „ . , AND sago AS REQUIRED. NEMA 3R WHEN-C<POSED TO WEATHER,. , . , a , . TIME,SNATCHES SHALL BE EQUAL TO PARAGON MODEL NU1ABER4003-0, INDOOR RE,GULAR DUTY, 1 2POLE DOUBLE PO .4 SINGLE ThROW. ... - * OUTLETBOXES SHALL BE GALVANIZED, WITH SUITABLE PLASTER FUNGS OR TRIMS TO CONFORM TO FINISHED SURFACE AS . , ' RF-DUIRE,D. EXTRA LARGE 80XES SMALL BE USED IN ACCORDANCE WITH NEC. IN PLACE OF SIZE INDICATED WHERE . -- • * -. - #1ECESSARy TO !'VENT UNDUE CROWDING OF RES. GANG BOXES SHALL BE USED FOR GANG SWITCHES ' ALLer;crRicAL.,coNoucroRs SHAL.1.13E INSTALLED IN coNourr.coNourrs SHALL COMPLY WITH N.E.C. PVC COND. SHALL - BE SCH:40 AND SHALL BE USED WHERE coNouir is, RUN IN CONCRETE SLAB, OR UNDERGROUND ELECTRICAL /AETALUC r ' CONDUIT sHAu. - USED ON ALL INTERIOR WIRING. GRS COO/OUT SHALL 13E USED ON ALL EXTERIOR WIRING. 6. ALLCONDUCTORS SHALL BE COPPER, NO CCNDUCTOR SHAU. BESMALLER THAN #14 AWG. INSULATION SHALL BE TIN FOR ' 1 ' ' *SAND SMALLER AND THW FORMS AWG. OR LARGER AND SHALL f3E RATED 600 VOLTS. INSTALL A GROUNDING cctioucroft „ i -. , IN.AU-PVC CTADUITS, SIZED PER N.E.C. 250-95. ' . _ , . • r . , SPLICES FOR *6 AwG.OR SMALLER SHAU. BE 1AADE WITH U.LUSTED MECHANICAL PRESSURE CONNECTORS. SPLICES FOR , • - 44 AWG:ORIARGER SHALL BE MADE WITH MECHANICAL PRF-SSURE, SOLDERLESS CONNECTORS, & SHAU. 8E BURNQY ' ' , I . ' SERVITS OR APPROVED EQUAL. + i . -'. -- ' 9- ELECTRICAL CONTRACTOR SHALL VERIFY SERVICE,VOLTAGE BER:RE ORDERING ANY aECTFUCAL ECAAPAAENT. 9. „ - GROUNDING SHALL 8E IN ACCORDANCE WITI-1 ARTICLE 250- OF NEC. , ,10.„ ' LOADS.114 GUTTERSHALL PROPERLY 8ALANczo BET/VEEN PI-LASES. . ,. . 11. • AU,AAETERS.'MAIN &WITCHES AND SUB-MAIN SNATCHES SHALL BE CLEARLY MARKED. 12 • ' CIASS2 WRING SYST/4-FOR TELEPHONE, TV, SOUND, INTERCOM, AND SECURITY SYSTEM. . , "? ' 13. " ' ' PREWIRE FORSECURITY SYSTEM (WHERE APPUCABLE) OR UPON OWNER'S WRITTEN APPROVAL. PROVIDE SURGE , • ' - PROTECTEO ELECTRICAL. OURET-AND TELEPHONE JACK AT SECURITY SYSTEM PANa. ' • i ,,. 14., • r SMOKE DETE,CTORS SHALL: BE HARD WIRED TO ALARM SYSTEM-(SEE ELECTRICAL PLANS FOR LOCATION) . IF NO ALARM - ' .t.'" ' SYSTEM IS INSTALLED. SMOKE DETECTOR SHALL:BE HARD WIRED INTO CIRCUIT DEDICATED TO KITCHEN OR BATH LIGHTS. PROVIDE SERGE PROTECIEDELECTRICAL OUTLET AT TV, COMPUTER, ANO STEREO LOCATION'S. • , - - la, ' STANDARD MOUNTING HF-IGHT TO MEASURED FROM FINISHED R.00R TO CENTER OF JUNCTION BOX - ,TYPIOAL HEIGHT ARE USTED tIELQW. UNLESS OTHERWISE Nowa , - - t - , BRACICETUGHTING-.---------- ---......„...... .... . . ..........................-.............. . aArtiRook4BRAcacEr uotiroic...----------- TI -LERNIOSAT'S- - valinime•••••■••■•••••••••••••■•••••••••••••■••••••••••■••,••••••••*.....6.•■• .... ........... .......... ....... ..... A'-.2" ' f BOTTOM OF PANEL-...-......-...----..-------...,...-........,..-....................- I - ' WALL 'TELEPHONE CAIL- S-_-- . - - r ,. 1 ' . wAu..swrratEs... ........ ... - - - , REcEpTActLE-ovEFI COuNTER____ _. ._______,.:-..........._.... ... . . ..-----..-- ' I t ' B. - ALLIMETALUC RElliFORCING. UGHTING FIXTURES. RAILINGS METAL PARTS OF LADDER. DIVING BOARDS AND THEIR SUPPORTS SHALL BE BONDED TOGETHER AND GROUNDED TO A COMMON ciaoyNo. 1HE 130N0ING CONDUCTOR SHALL NOT BE SMALLER THAN 118 CU. ' SHOP ORAMANGSAND MANUFACTURES UTERATUFIE: SUBMIT FOR APPROVAL. PROPERLY IDENTIFIED MANUFACTURERS UTEFIATURE GIVING-MATERIALS, FINISHES, ACCESSORIES AND INSTALLATION DIRECTIONS WHERE REQUIRED QF THE FOLLOWING ELECTRICAL EQUIPMENT. ; .: CONDUCTS AND •FIACIEWAYS. I B. • CONDUCTORS. - C. 0U:1 PULL AND JUNCTION BOXES j. . 0. . ' <>VEFKIJRFIENI' PROTECTIVE, DEVICES , • LIGHTIAIG FDCTURES AND LAMPS - .F0CTURES. ourt.Ers AND SWITCHES, ETC ARE (NIC), - + • -.,. - ourt,.Ers WITHIN, 15' OF POOL OR OTHER BODIES OF WATER TO BE G.F.I. 20. - 144-1P{EXISTING MOUNTING HEIGHT.OF SIAATCHF AND OUTLETS. Era. PROVIDED AU. CODE REQUIREMENTS ARE MET. • GENERAL ME UGHTING B WAD: PANELS A 8 AND C 3132 4SQFT. 0 3W.- 2-20 AMP. APPL CIR. 0 1500W 1-20 AMP GFI CIA. 1500W...... . . ••■• ••••••••■•••• • ....... ................. ••••••••• DISHWASHER__-_ ... REFRIGERATOR #1 REFRIGERATOR #2 ........ ..•• .. FREEZER. GARBAGE DISPOSAU TRASH COMPACTOR WASHER DRYER - POOL PUMP SPRINKLER PUMP. CHARCOAL GRILL. NEW SPA PUMP _ WATER HEATER #1 NEW WATER HEATER #2 TOTAL FIRST 10KW 0 100% REMAINDER 0 40%. TOTAL_ 30,509 / 240. AR CONDITIONING AC UNIT #1 COND. UNIT 27AMPS+AHU 4 AMP. HEAT STRIP 41.5 AMPS 065% .27 AMPS +AHU 4 AMP AC UNIT #2 COND. UNIT 14 AMPS HEAT STRIP 16.4 AMPS 0650 .10.5 AMPS + AHU 1.5 AMP POOL HEATER (HEAT PUMP)40 AMPS 065% =26 AMPS 25% LARGEST MOTOR. 3,0 AMPS TO.TAL.- FEEDER NEUTRAL LOAD/220-20 3,824 SQ. FT. 03W..... . 11.472 WAITS 2-20AMP APPL CIA. 1500 3,000 WATTS 7-20 AMP GFI CIR. 0 1500 1,500 wArrs TOTAL. 15,972 WATTS RRST 3KW 0 100%. 3,000 WATTS REMAINDER 0 35%,..- 4.540 WATTS TOTAL 7,540 WATTS GARBAGE DISPOSAL ,500 WATTS DISHWASHER. 1,500 WATTS REFRIGERATOR #1 1,500 WATTS REFRIGERATOR #2 FREEZER. 1,500 WATTS WASHER... 1,500 WATTS 1,500 WATTS RANGE lo.riikw O65% 0 70%. 4,550 WATTS DRYER 5.6KW 065% • 070% 2,548 WATTS TOTAL. 23,638 WATTS 23,638.240x 98.5 AMPS PHASE A & B • 199.0 AMPS NEUTRAL-- 98.5 AMPS EXISTING MAIN SERVICE MUST BE 200 AMPS, IF NOT INSTALL NEW MAIN WITH SUPPLY TO CONNECTOR AS PER MEC. 310 -16 THRU 310 191.41AL CONSISTING OF 30/0 THW CU AND 141611.1W CU IN 2 sir CONDUIT. ELECTRICAL CONTRACTOR TO CONFIRM ALL EXISTING CONDITIONS ARE AS PER CODE(1994 ADDITION) ANY DEVIATION SHOULD EIE BROUGHT UP TO CODE. 'ELECTRICAL CALCULATIONS * GENERAL UGHTING LOAD: PANEL 8 r HASE A 8, B 250SQ.FT. 3W no WATTS DISHWASHER. 1,500 WATTS REFF #1 UGERATOR 1,500 WAITS AtATER41EATER *1 4,500 WATTS TOTAL 8250/ 240. FEEDER NEUTRAL LOAD/220-20 250 SQ. FT. 03W EXSHWASHER. 750 WAITS 1.500 REFRIGERATOR WATTS 1,500 wArrs TOTAL • - ELECTRICAL CALCULATIONS GENERAL UGHTING LOAD: PANEL C pHASE A & B 718 SQ.FT. ea 3W 1-20 AMP GR cR 0 1500W POOL PUMP.. _ SPRINKLER ca .... FEEDER NEUTRAL LOAD/220-20 r. ....... 11,472 WATTS 3,000 WATTS 1,500 WATTS 1.500 WATTS 1.500 WATTS 1,500 WATTS 1,500 WAITS '1,500 WATTS 1,500 WATTS 10.030 WATTS 5,600 WATTS 2,400 WATTS 2,400 WATTS 4,500 WATTS 2,400 WAITS 4,500 WATTS 4,500 WATTS 61272WATTS 10.000 WATTS 20,509 WATTS 30.509 WATTS 127 AMPS 31.0 AMPS 8A54 1240- 352 AMPS 12.0 AMPS 26.0 AMPS 199 AMPS 8250 WATTS 34 AMPS 3.750 WATTS 3,750/240. 15.6 AMPS PHASE A & B ..1,141.011 34.0 AMPS NEUTRAL--- 15.6 AMPS EXISTING SERVICE TO PANEL "B• MUST BE 60 AMPS, IF NOT INSTALL NEW MAIN WITH SUPPLY TO CONNECTOR AS PER N.E.C. 310 -16 THRU 310 19W1. CONSISTING OF 386 THW CU AND 1 # 8 THW CU IN 1 sir CONDU4T. ELECTRICAL CONTRACTOR TO CONFIRM ALL •X/STING CONDITIONS ARE AS PER CODE(1994 ADDITION) ANY DEVIATION SHOULD BE BROUGHT UP TO CODE. 2,154 WAITS 1,500 WATTS 2.400 WATTS 2,400 WATTS 1 ;TOTAL 8,454WATPS FIRST 10KW 0 100% 6.454 WATTS 718 SQ. FT. 03W 1-20 AMP GR CIR. 0 1500 2,154 WAITS 1.500 WATTS TOTAL. 3,654 WATTS FIRST 3KW 0 100%. 3 REMAINDER 0 35%. ,000 WATTS 229 WATTS TOTAL 3,229 WATTS A.229,24o. 13.4 AMPS PHASE A & B 32 AMPS NEUTRAL.... 13.4 AMPS EXISTING SERVICE TO PANEL C MUST BE 40 AMPS, IF NOT INSTALL NEW MAIN WITH SUPPLY TO CONNECTOR AS PER N.E.C. 310 -16 THRU 310 19 MIN. CONSISTING OF 3S8 THW CU AND 1 # 8 THW CU IN 1 1/2" CONDUIT. ELECTRICAL CONTRACTOR TO CONFIRM ALL EXISTING CONDITIONS ARE AS PER ODOE(1994 ADDITION) ANY DEVIATION SHOULD BE BROUGHT UP TO CODE. 6,720.00 7,200.00 • TOTAL CONNECTED LOAD. 13,920.00 VA TOTAL DEMAND LOAD./ • VA 1 exam! ht Dabs R.vve • `4-19 iD i0 B151 PAL "A", kte \ ELECTRICAL RISER DIAGRAM urs. 1I Ti CU (AVM ro e PRI1114 Rop5 wim alft6 ro WATER 5)5111 & raft Ktfileab VNY NY M. KRA) PiNN as TO ff 2-5/1111k g it-0` eat WIT11 A LINN PEFITI 6-etRELUIE DisTPE, EiRGLN7 MG A5 NTITP) 1 1r. Dr manufactured homes, an g g BUILDER: • ' 5(z P PERMITTING C /f'LE ' ' Z CLIMATE /,Z1/ r5 ,e& - `J, p' O JURISDICTION NO.:1 Z Z. 6 U d d • OWNER: ae 0 �%��� 5 0,0e72... P PERMIT NO.: J • T T...1,1,-.• 6C 1 60 a Jes On- ea. ves ass trop dge +est FLORIDA ENERGY EFFICIENCY. CODE FOR BUILDING CONSTRUCTION F ORM 600C -93 Residential Limited Applications Prescriptive Method C SOUTH 7 8 9 Small Additions and Renovations Department of Community Affairs Compliance with Method C of Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 600C-93 for additions of 600 square feet or'ess, site- installed components d enovations ro sin le and multifamily residences. Alternative methods are provided for additions by use of Form 6008 -93 or 600A -93. SMALL ADDITIONS TO EXISTING RESIDENCES (600 Square f eet or less o f .•.._ ned area) P rexnp t rve regwrem n pp y y components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition construction. Components separating unconditioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30% of the assessed value of the building). Prescriptive requirements in Tables 6C - and 6C -2 apply only to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site - installed components and features are covered by this form. Please Print CK 1. Renovation, Addition or Manufactured Home 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Porch overhang length (ft.) 7. Glass area and type: a. Clear glass b. Tint, film or solar screen 8. Percentage of glass to floor area 9. Floor type and insulation: a. Slab on grade (R- value) b. Wood, raised (R- value) c. Wood, common (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- value) 10. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) b. Adjacent: 1. Masonry (Insulation R- value) 2. Wood frame (Insulation R- value) c. Marriage Walls of Multiple Units* (Yes/No) 11. Ceiling type and insulation: a. Under attic (Insulation R- value) b. Single assembly (Insulation R- value) 12. Cooling system* (Types: central, room unit, package terminal A.C., none) 13. Heating system *: (Types: heat pump, elec. strip, natural gas, L.P. gas, room or PTAC, none) 14. Air Distribution System *: a. Backflow damper or single package systems* (Yes/No) b. Ducts on marriage walls adequately sealed* ( Yes/No) 15. Hot water system: (Types: elec., natural gas, other, none) • Pertains to manufactured homes with site - installed components. I hereby certify that the lans an § pecifications covered by the calculation are in compliance with the Florida er Lode. PREPARED Br: DATE: o' - / � 1 hereby certify that this uildin is in pliance with the j rlda Energy C Q OWNER AGENT: ��. coLd ��; DATE: , ,-Ca Single Pane Double Pane 7a. ,27 sq. ft. sq. ft . 7b. sq. ft. sq. ft . 8. /7 % 9a. R= 0 sq. ft. 9b. R= sq. ft. 9c. R= sq. ft. 9d. R= sq. ft. 9e. R= sq. ft. 10a -1 R= Jr' 2(6 / sq. ft. 10a -2 R= sq. ft. 10b -1 R= sq. ft. 10b -2 R= sq.ft. 10c 11a. R= sq.ft. 11b. R= 1 D (6 .�Z- sq. ft. 12. Type: EXt5T1 K C-, SEER/EER: 13. Type: HSPF /COP /AFUE: 14a. N /A 14b. ii 15. Type: VX \ - T‘ KY/ EF: (9 C) Review of plans and specifications covered by this calculation irdicates compliance with the Ronda Energy Code. Before construction is completed, this building Abe inspected for compliance in accord • . 553.908, F. BUILDING OFFICIAL: DATE: s 7 - . COMPONENT MINIMUM INSULATION INSULATION INSTALLED ' I STIVM Concrete Frame, 2" x 4' . Frame, 2' x 6' Common, Frame Common, Masonry R -5 R -11 R-19 R-11 R -3 = 10.0 SEER = 1....1 i f } = UP TO 1 s0N113o Under Attic Single Assembly; enclosed Single Assembly; Opened Common, Frame R -30 R -19 R -10 R-11 9.7' ' SEER ( (0 Room unit or PTAC EER _ FLOORS I Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R-11 R -5 R-11 f> OH - SC OH - SC Electric Resistance Heat pump - Split ANY HSPF = iona In unconditioned space In conditioned space R No minimum (O 2'- 1.0 1 ' - .86 0'- .65 • Single Pkg. EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY % = / 7 Central A/C -Split SEER = 10.0 SEER = 1....1 i f } = UP TO - Single Pkg. SEER = 9.7' ' SEER 1000 Room unit or PTAC EER = 8.5' . EER = OH - SC OH - SC Electric Resistance Heat pump - Split ANY HSPF = 6.8 HSPF = �/� = 2'- 1.0 1 ' - .86 0'- .65 • Single Pkg. HSPF = 6.6 HSPF = HE. Room unit or PTHP COP = 2.7* , HSPF/ COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 COP Gas, natural or propane AFUE = .78 AFUE = Sole plates and penetrations through top plates of exterior walls must be sealed. Fuel Oil AFUE = .78 AFUE = Fireplaces must have flue dampers, glass doors and outside combustion air intakes. 1 d31VM I 10H !1 Electric Resistance EF = .88 EF = Q, C ) = Gas; Natural or L.P. EF = .54 EF = Fuel Oil EF = .54 EF 612.1 TABLE 6C -2: PHESGtilr I IVt ttt 4Vlncmcrl 1 rvn vu+u.a n,,,-...+ ,.........,..,..- -.. -. Maximum percentage glass to floor area allowed is selected by type, overhang length, and shading coefficient. Maximum% = ,..e.) Installed % = / 7 GLASS TYPE, OVERHANG, AND SHADING COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED (P TO 20% UP TO 30% UP TO 40% UP TO 50% Single Double Single Double Single Double Single Double OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC OH - SC 1" 1.0 0'- .90 2'- 1.0 1 ' - .86 0'- .65 1'- .90 0% .70 3'- 1.0 2'- .86 1'- .65 0'• .45 2 " -.90 1 '- .70 0'- .50 4'- 1.0 3'- .86 2"- .65 1'- .45 0'- .35 3 " -.90 2'- .70 1"- .50 0'- .40 0% .86 Shading coefficients (SC) may be obtained from the manufacturer. Single clear SC = 1 0, double clear SC = .90, and single tint SC = .86. TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. Interior Joints & Cracks 606.1 All openings in interior surfaces of ceilings and exterior walls must be sealed. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Infiltration Barrier 606.1 Infiltration barrier must be installed in exterior walls & raised wood floors. r/ - Fireplaces 606.1 Fireplaces must have flue dampers, glass doors and outside combustion air intakes. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 6 -11. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. tom' Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. ,^ Hot Water Pipes 612.1 Insulation is required for hot water circulating systems, (including heat recovery units) and the first 8' of piping from the water heater (or until piping enters an insulated wall or slab). Shower Heads 612.1 Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. t/ HVAC Duct Construction, Insulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R -6. Air handlers shall not be installed in attics unless in mechanical closets. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. PRESCRIP REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOV D -33 See Table 6 -3, 6 GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being installed All R- values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of at non- vertical roof glass and add rt lo the previous total. When glass in existing exterior walls is being removed or enclosed by the addition. an amount equal to the total area of this glass may be subtracted Iron the Iota; glass area. Divide the adjusted glass area total by the conditioned floor area of the addition Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C-2. Prescnptives are given by the type of glass (Single or Double pane) and the overhang (OH) paired with a shading coefficient (SC). For a given glass type and overhang, the minimum shading coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition, do not have to comply with the overhang and shading coefficient requirements on Table 6C-2. Alt new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated The overhang (OH) distance is measured perpendicularly Irom the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and shading coefficient may be used for glass areas which are under at least a two foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this cnteria must be either single -pane tinted. double -pane clear or double -pane tinted. 4. Complete the information requested on the lop half of page 1. 5, Read - Minimum Requirements for Small Additions and Renovations', Table 6C -3, and check all applicable items 6. Read, sign and date the - OwnerAgenr certification statement on page 1 _.„ r I .47 0 „ 17 '- to M 2. ZI 22 23 u 24_4 J 4 iAd N N 13 14 IS 16 17 '- to M 2. ZI 22 23 u 24_4 J 30 t N.E. 9a ST. N.E - 5 s LOCATION MAP SCALE: l" = 150' SURVEY of the West 1/2 of Lot 9, and all of Lots 10, 11 and 12, Block 73, of MIAMI SHORES, SECTION NO. THREE, according to the Plat thereof recordded in Plat Book 10 at Page 37 of the Public Records of Dade County, Florida, being situated in the Village of Miami Shores. ORDER NO. 10997 DATE: April 12, 1995 Field Book #422, P. 42 -44 SCALP.. As shown WE HEREBY CERTIFY: that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472, of Florida Statutes. A.R. TOUSSAINT & ASSOCIATES TNC. LAND SURVEYORS 620 N.E. 126 STREET, NORTH FLORIDA BY: C)- Vice. Pres. HOWARD C. GAMBLE Registered Land Surveyor No. 1683 State of Florida 9 fe F E M A F L O O D DATA: CO.UNITY NO: 120652 PANEL NO: 0093 SUFFIX: "J" MAP DATE: 'arch 2, 1994 ZONE: "X" - area of 500 -year flow] Elevations shown are based on National Geodetic Vertical Datum of 1929, Mean Sea Level. S HT. wA1-1- • wct tuFiwAL.K .17 (Ptt]t-) ( • e 1911 • /' • mm • J , • w •K : S T. 9 . 2 175.00'x �o SKETCH OF SURVEY SCALE : 1" = 20' 4.0 -.; .,8 A S P FI A 1- T a A L L E Y (SO /0 8 34 00' Poop Q 3' • 0, r S' 2 9 1 0 a. 0 N Olu d. Pipe 0.07' W. N 0 ui 0 0 A. A. 0 C uJ cc J e I 1 I 1 FRONT ELEVATION SCALE: 1 /2':1' -0' TOP VI = EW SCALE: 1 /2':1 7 - i- t�'`411`.,: v -vS rems/ 1 �✓ 1 - 1; - fit ? `r/hW %G= (Trr ? 1 0 51 T • 1 !.. . 1 177-7.77-7 1 II.. • I - .i 671 - r :1 PLAN VIEW SCALE; 1/2':1 `- p• 1 4. 1 if-' kr. C.1 17ic:-_) .,_r ./ i 0�1 ; SIDE ELEVATION SCALE: 7/2';1• -0 MARK REVISION DESCRIPTION T im 1 , s!N TO CON't:T, 5t.. r ALT. O. i NOT Tt. N IF— Vii.: 1 rt ;ytJ = 7C�»Zt"' i J ' x i i2 - 6 ( 6 C (ZY() L 4 (() S F t5G DATE 15�I�I� `ll�!G N .rs. � �XiSTtt�iG; DAVIS ENGINEERS RA. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266 -2566 1 JOB N DATE 53225 4/4 AliADEHAUs v THE S US Flo 9383 S W.: 184th `C E, Fit IDA TELEPHONE (305) 891-9898 Ms. Margarita Monteel Building Department Miami Shores Village 10050 N.E. Second Avenue Miami Shores, Florida 33138 MARK S. ULMER ATTORNEY AT LAW BISCAYNE CENTER, SUITE 612 11900 BISCAYNE BOULEVARD MIAMI, FLORIDA 33181 VIA FACSIMILE NO. 756 -8972 July 31, 1997 FACSIMILE (305) 891 - 677C Re: Shadehouse at 800 N.E. 98 Street (Ulmer) Dear Margarita: Please accept the following as clarification of our previously submitted application for building permit for the referenced shadehouse: QUESTION 1. What is material and extent of "shade cloth" and how is it connected and removed from frame? ANSWER: The "shade cloth" is U.V. stabilized polypropylene, polynit cloth which does not unravel; it is connected to the frame by stabilized tie wraps. QUESTION 2. How are diagonal members connected to main frame? ANSWER: Diagonal members are bolted to the main frame with strap clamps, using 1/4 x 3/4 solid galvanized rod. QUESTION 3. What is the detail of the optional bench, and is it to be included in this installation? ANSWER: The optional bench is included in this installation; it is bolted to studs and the wire top is attached to the frame with aluminum tie wraps such as those used on chain link fencing. QUESTION 4. What is the size of the existing slab and relationship of frame to edge? Ms. M. Monteel July 31, 1997 Page two MSU /aww ANSWER: There is no existing slab. We propose to pour a slab 4" thick throughout which will be 12'8" x 16'8" in order to leave a 4" edging at the way around the shadehouse frame. Please let me know if you need any further clarification or modifications. Sincerely, Mark S. Ulmer 1 t.~ • t» f ,. t 1 • • A ------ - ..�_._... , 1 1 1 , 1.. ! k t. r -1�- 1 - f _., r= it 1^- • � - , a . ,;, 1 1 1 ^71 ( i 1i1 vAL_. w..1ip.•w V k1 1 ; • • ;1 vINY� FLOOR %7v'rt^, ✓IA/Y... .: C•,Z,,,i,�/ 1 11 E.)( k ING AaAR.N.G i ."-r r . - i j f 1 1 � t SOUT1 -; E L E V A T Q !�: v' T_`tL M ..i. 4•;•V„. i Lk c "ij: _ - - C.;4, - . L ‘ 4 4 A , $477.17-i • I= M fAN.. i'.4.. •■• 1. e. 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Mo ..d list ewer .M# bow rs•• $• **rote w.'M Ap.rtew saw oitw 1.rp.r Moo su.A.e Moo. 7 AN elo1S• ~AIR, /opts• .repo. r.isforei.p .1..4 OEthos° fislrr s sad fiche A.wei p. e'.M.1 pool. of /•Ad o. dirip bowl* vote Moir saep.rfe shrill be bowled tope/ber trod br.* td le • tomato. pr.wod. TM bMdlap 4111044114 .Pell ..f M eloollipr thee • • .4141414r. a A. •r4Y rips* ..Mi. 4• of pest. !! P.M'..il•itp sf If..hllN,+rp 0041 .•wpeetie• .rswd peel ea pool er 4Sw.erel C..tr.et•r. .wt pool wAST'; YANK vlsP0_At. • "o CeaM{ tv w Sr13C'5 4 '3 3 P A POOL DETAILS sck s.. %" = o"' POOL '^ ftf TA' ►C PANEL S•ce..e'. o :reri "I A., $• _ors ("Ad /I A'. Jv•e/i / •^UT t'•r., L;.•4 - - • t IVAIN LWA,►'r Co otntq L = ELECTRICAL DIAGRAM 1 J PIPING ISOMETRIC - M. D• LINE Nnwwrl A*s,.. SMrrsr $:/eA 4O.C. Jw. •itch :w A -.ens rw, P1 N.Aer • A " Moss o,• Piwid se tOr•v • A :po iw PowI A►•sw. Crows. /•II Pars! (is+V. Mwiks . roe . W .rrf W.'r,• Itll ploy. of • MM •+A. CA rCNCA' _ '1 1 , y -« _,_t l wr•. /•r • • O worn!' A•A'"mt Pr A$TEO MAIN POOL t t. • L 4 4 Ova*, re rscea BEAN DETAIL r. uc,Aer svrc, � . � f tTFf,'LrFX mow OA PPArr !FOAM, PIP ING No rtr •'ACC rANC,NCS$ : PCNNIT0 CONC. GVN/ rE FC0O0 rN'CA'NCSS : POVvfO CONC. cow ft" T YP /CAI_ WALL SECTIO A • • jVNC POW AP'vEr OfCA? • rod A " Po? • ° rQA• e • tor a;; ro A.' er r ePuour 1 Q a SKI `,"*" `4k/ ' R S . _ 0 ,. )t*, ` t / 5PA Rr ±s =21 i PLAN/ SCALE: , / 8 ~ =I• -o" !OC+O etl. CONC. ofr 4000 Ps/. GVNirt f` M J. ' 47 C.0 r. . WAtLS 1' FCOOr► GLAZED CerAAR r�CE' 41 ` J ! 12 C -C fA stet .i L ONGI TUD /N 1 L SECT/ON STEPS OETA /L 2 2 `- �•. . 7 wArfp L_ I Cf vfc7 • Nif-Fi o.1 N'1 S 40 0 , 4 r i r 0 PoccASr Op PVSrPPOOF nR>r1GCASS MAIN °PAIN OUR TWENTY - SECOND YEAS:. a% Q N L 7'4 'S C oto __ . . JAMES R ODGERS CONSULTING ENGINEER Set OECA' of r - F. C• Pam ■oil condition at t1ai %ite+ are adequate to 4t tTort the de'ivn load o`. 2500 PSF. Sliotilti other conditiom% or material% be encounters. t!M enginrr� shall be vmtiliefl Woe.. Strnce•tlitttt whit ttN` wtrti. 0 c9 0 0 O r RESIDENTIAL SW /MM /NG POOL FOR vs( SCA•. +.!,,E-XIST 1HZG p y RES1Dt+Nt ' l t I .1 A <'1 ;MIAMI S I 1 t � = k 1 TZO MORTH PAYSNOR£ OR. 14WARill FLA 3313? _ ^ ;1 °ATE 1 aY T SCAL E: SHEET DRAW /NG NO. 12.0, ► .YR 5u; --Mr4r .._ ,� 1 jzzoC -5 P C� 1LILAi�tlilll;s�ltl�� 1. DESCltll''l'ION 1.1 ALt,'L'1''l'ANt.l; Ntl.: V) -uu I_C.,uL NOTICE OF ACCEPTANCE; SPECIFIC CONI)I'I'IONj DEC 7 1 1995 APPROVED . EXI'IItI;S : February 23. 1998 'FItis approves an aluminum Motu' panel designed to comply with the South Florida Building Code 1994 Edition fur Dude County, for the locntlous where the pressuru rctlulroutunts us doturinined by ASCE 7 - 88 "hlininurnt Design Loads for Buildings and Oliter Situctures ", du not exceed the Design Pressure hating values in Section 7 and within the limitations contained in Section 3. 2. NIA7'EUTAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated 011 approved drawing No. 95 -330, Sheet 1 of 6, using 0.063" aluminum, 5052 -1132 alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", limning 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -'F6, "li" header, "U" header, 2" x 2" x .093" studded angle, a 1/8" thick 2.25" x 5.25" angle. 2.4 Tested sliecinren: Dimensions: 49.75" wide x 68" long overall 49.75" wide x 101" long overall 49.75" wide x 128" long overall 49.50" wide x 101 "long overfill 3. LIMITATIONS 3.1 The design will be dependent on the ntoxintu panel height of 10' -8" or 128" for tyall, build - out and ceiling /inside mount to be installed only as outlined on Dwg. No. 95 - 330, Sltet:ls 1 lhru 6 01 6. For Design Load vs. Panel Spnn, see Titbit: I "S toms Panel Schedule" on Sheet 3 01 6, Dwg. No. 95 -330 3.2 Nliltiutuut separation (0 etsislilll;_' a 1jrotcc( shall be as showtt_illlabie 2 "Mill. _Qpr11s11ls211 fruit' Glass .Schedule" Sheet 3 of 6. I)wa,_No. 95 - 330. 3.3 Niaxintunt clearance bctweeu top of mind and inside or header shall be 1/4 ". 3.4 Reinforcement: 3.4.1 Panels greater than 33" in length shall be reinforced at ntidspan by either: a.) a 1" x I" 16 ga. steel tube extending the whole width of shutter attached wills I/4 " -20 x 3 - 1/2" bolls w /die cast alum. washered wing nut spaced at 12" u.c. or b.) 1/4 " -20 x 1" sidewalk bolts while cast alum. wasltered wing nut or juckuut spaced at 12" o.c., depending on the separation From gloss required as shown un "Typical Elevations" Sheet 1 of 6 and "Min. Sepnrntion limn Glass Schedule" Sheet 3 of 6, Dwg. Nu. 95 - 330. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 2 Mari tel Velez, P.E. 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Nk : i Nv p �. i{• l R 0 "0M P_LN/z3II SCHEDU Living Room Veotibule Dining Room Kltdhen Screen `Porch Bed Room # Bed Robs #2 Bath #1 See NOTP " below Bath #2 Sea NOTE: below Closet , #1 Qlosot #2 ?. 3 Closet Linen Closet try, Breezeway Garage Storage Qloseis: #1 {per FLOOR Oak Oak Oak linoleum . 5/g y . Pl on voou Terrazzo Oast Oak Ceramic Tile for tile wainsoob. Ceram4o rile fox' file `wainsoob. 0 Oak O ak 0 ak uairy` Tile Cemen Cement- Cements Storage O :oset #2 • Cement Closet Closet #3 same as oloset #1. Linen Closet 8 full depth Shelves• DOOR . SC HE13 Dom. - .....e....,.....,. DOOR NO. : ' SYZ 3 1 O' x7 r 0 "x1 -3/4 2 /4tr 3 1 0 "x71 O"x14 /8" 2 5 2' 6 ax 7'0 9 x 14 / 6 21 6" X7' Q " x i .3 /Q" 7 . 2 r 4" 0 -3 fgm 7 -A Sate size ae #7 8 ' 2 "x7 "x1.3 /8n 8..q . 210 "x7'O94„3 /8" • 2 21 O"x71 d"xl -i /a" 10. 2'o " x71Ot'x,#ss 3/4 11 . 2- 2 "x1I0'tx1.. /6tt 12 : 4M 3 /8 13 218"x7I0trx1 3/4n 14 2 O ► x1 . 16 716n-.Xlikk x 1510 " 17 2 13o See Speoification3) BASE & aHOE MOULD WALLS Wood base 4 shoe mould' Vlood base & shoe mould Wood base & shoe, mould , ` Wood base & shoe mould tom, 11 -4'44 . • aarrltt & slide , mould Hard, booth r Wood base Wood base & shoe" ( Plaste mould 4 c4 'G1azOd Coved Ile Base 4 ac ''Glazed Coved T i.le Base Wood ' base. & shoo mould Wood base & shod mould Wood Base. & shoo mould Wood base _ do shoe mould Wood base & ohoe mould Omits Omit; Omit Omit TYPE See ALLOWANCES in specifications glbr'Yls3c?Ic'ai 'Combination. Dobra4ee Plans Sor ©en Door Dutch Door Plush Panel Wood Flu: h Panel :Mood Plush . Panel Wood Flush' Panel Wood Interior see Note' Below Door Mush Panel Wood Plush Panel Wood • Interior Door Plaster Bard Sznoc�tl ° Plas Plaater, Hard :Sa0 ;;h: Pzas, co*, • Plaster . Hard Smooth Plaster Hard. Smooth Plaster Plaster Piaster Plaster Plaster Plaster Stucco Stucco Cement Plaster REMA Metal Threshold ittakyarnIoc . Metal Threshold Metal Grille Inter for Door Interior Door Interior Door tarple. saddle - Inter Door , See: N4TH H &OW see specifications CEILING Plaster Hard-Smooth Plaster Plaster Tiara Si obth . Plaster Plaster - Pla,oter (Hard Smooth ( Plaster Hard Smooth Plaster Hard Smooth Pla3tor Plaster Planter Planter Plaster Plaster Exposed Rafters (See Drawings) c ement Plaeter Cement Plater''. . 444 Plaster Plester Exposed partition, . A X' plaster Cement Plaster & Nnotty Pine See Plane NOTSse,i* BATH R00M WAINSCOTS a- Bath Room #1 and #2 shad have ceramic till floors - 1 w1/4' Glazed Tile Cove Bases and 4 -1/4" x 4 -1/4" Glazed Tile Wain3Qob 4 high / around tub and shower oompartments whioh shall. be. 614" high, See. Elevations, of Bath Rooms . on Drawings. See TILJ apeoi.Cioabions For further information on tile work. CLOSE Fh21ISH SCHEDULE #1 . 1" pipe hanging rod, shoe raok, •drawers (see Elevations of Closets) and hook strip across end beind hanging rod with hooks 12 0% Closet #2 : i' pipe hanging rod, shoe raok (eaoh end as shown), and kook strip across back , behind hanging• rod with hooka it 12 Plush • Panel Wood Interior Door i :. -. By. Passing Plywood 3 iding DOQr3 Flush Panel. /�. ere a '•xarntorct rprc Frenoh Sliding Doors 5 Lights French Sliding Doors 5 Lights 5 Panel, Wood Door Built-up Knotty Pine Piokwtok Pattern Doors with cleats on interior side Overhead garage door Giese Shower Door NOTE:— MIRROR BACKED DOORS -- Both No. B_A doors in Bed Room #1 shall be Paced with full length mirrors of the „p doors. ,g 7 A door in i3 abn 1 dd See ss No. d rs on the ol0 00zy lens a 'aced ��r tIl full �.e nth r1lz�eoifioation3. or on the Bath Room side of door a 3oe. MIRRORS in Spec i.fication:s, k:L EC l R tCAL NOTES 100 aiip' switch. 3 #1 wires in 1 -1/2" conduit ,from Power' Company' a Entrance to t +i.00trio Meter. Overhead Service. 3 #Y wires in 1-1/2" conduit from electric; mater to o1eotric panel 16 circuit panel 'plus range 000k top and oven. ' Circuit #1 is ainall. appliance cirouib 2#12 wires .1n 1/2 " conduit .froi;elootrio -panel 110 service. Circuit #2 for Dining Room . Indirect Lighting.. 2 #12 wires In 1/2" conduit; Circuit #3 for Deep Freeze ..; 2 #12 vriroa in 1/2" conduit. Circuit #4 for E?laahing Machine M 2 #12 wires in 1/2" 4.ondujt r Circuits X75 h #6 are for 62 gallon automatic oleotti.o Hot Water Heater either G. H., ?iotPoint or Westinghouse on 220 service. Double element heating,' unit, with not over 2600 . watts, with a manual operated 'awitoh in an easy aocessab1e loo Lion, Plumbtn? Contractor, to .furnish Hot Water Heater but Eleotrical .Contz+aotor shall connaot hot water heater to elootrie service, • +. Cirouib 1/7 is for wall heater in Oath '#1 and olrouit #8 IS is ` for-Wall Beater in Bath #2 Both wall heaters are 1000 watt hoatere with manufal operated switch manufactured by either G. H., Hotpoint or. Weatinghouae with a ' ohro io face grille, Won elecArie panel to range and oven - 3 #6 mires in 1" conduit froz:i .electric° panel. -.. 220 service. Circuit #16 for :3 floodlights where shown on plans. • .'.l'hp size, type, manufacture and quality of all fixtures and materials s1ta11 meet the approval' of the National Board of • Undervriterr s. Las method of installation shall be acceptable to the City Elootrieal t spootor's. 31e4trio light fixtures including chimes allowance 9h611 be 1200.00 net. Tho fixtures have been seleoted at the Studio of Lighting Company sub jeot to the approval of tho'Owner's.' Upon approval of the fixtures by the Ownor's the General Contractor shalt make the allowance and have fixtures delivered to the job and the electrical contractor ellen install • the sate. Note 3eab1on "GENERAL 'CONDITIONS" paragraph 3 for Cash Allowance PHONE « Electrical; Contractor shall lay all conduit and make provisions necessary- for the Telephone Company to install a phone' in Kitchen, and F3ed ROOM #1 and #2: where shown on Plans. PLUMBING N01'��:• Plumbing Contraotor shall' furnish a comploto water supply system from public water servi0 A 52 gallon automatio aleobrio hot water heater with dotibte element heating` unit with a rnaxlmuzn of 2800 watts on 220 service. Installed with a pressure relief vulva and .drain according'. to Codo, Hot water ;heater to be equipped with shut' off valve on o.��r.l ~where e0.1.' enters hot water heater, Water ppipes- sizes` as follows; 3/4" a.w.l.. to all tubs', showers, sinks, hot .water heater, olothes washing, machine. and hose bibbs. 1/2" o.w.l. to all lavatories, water closet xaalutaANIca 1/2 hot water lines from hot wator heater to all tabs, showore, lava- tories, ' sinks, olothes washing na ohine, Drainage sy3tez;i - Plumbing Contractor shall tarnish a complete drath ge aystera from all plumbing_ fixtures to and including septic tank and drainfield. 1gto Plana and Plumbing Diagram for pipe sizes and location., Instal 'a 700 gallon septic tank with 1261 drainfiold where shown on plans. Install a soakage pit and drain line and vent to drain olothes "washing raaohine -drain and vent to be 2 drain and vent. Hot anti' cold, water shall bo run to' olothes washer location, to laundry tray. All hot and cold "prat ei linee above ground to bo copper; all water lines below ground to be galv. wrought iron. Conneotiom between copper and gals. wrought iron shall bo brass conneotion Drainage 'system from vents to septio .tank to be installed according to governing. Codes and shall be acoept'able to the Pluunbing Inspeotor upon completion. All 1o1 and 0014 water pipes .shall be installed according to governing Codes and be acceptable . to the xis Plumbing Inspeotor r e upon completion from' water system boon fixtur ea• including hot water heater. All fixtures except toilets shall be piped for hot water unlese shown othorwiso. 'dot and oold water pipes shall be adequate for demands. he- abtsve- nnte& -sha - ' ll 4reZail over Piv nbing Notes and Plumbing piagrain. • !►t.,t.,til 1 ! \I \ \..A AI'1'ItOvl;1) LXI'IItEs OF ACCI;I_1'ANCE; SI'ECILIC CON111.L'1Qfii : 11[C 2 1 1915 '1.1.1 Willi Nlottlll llte puueIs ate secured into an "It" bender (fall 2) at the (tend; and using I/4 " -20 x 3/4" machine bolts and Vushcred wing nut spilccd nt 6" o.c. to an aluminum studded tingle (fart 6) nt lho 8111, both of which ate tuscholed to the wall, using tension nuchors ns sI►own on Section A "Wall Mount ", l)wg. No. 95 -330, Sheet 2 of 6, bent ing the Dade County I'ruducl Control approval stun '1.1.2 i�t►ills�iiLMintirl •I he panels are secured inside a lop hack "U" header (Pail 3) at the head and listened to the 2" x .093" continuous studded aluminum angle (Part 6) nt the sill, using 1/4 " -20 x 5/8" machine bolls w /wnshered wing nuts spaced at 6" o.c.; both header and sill are fastened the long leg of n 2" x 5 (max.) x 1/8" aluminum angle (fail 5) used to provide the buildoul, using 1/4 " -20 Machine bolt and nuts spaced at not more than 21" o.c. At each fastener locution, the angles are reinforced wi a 2" x 4" x 1/8" x 4 -1/2" aluminum tube attached with n 11 14 SIvIS, both tingles are then nuchoret the wall as shown on Section C "13uild -Out Mount ", Dwg. No. 95 -330, Sheet 2 of 6, bearing the Dade County I soduct Control approval stump. 4.1.3 Ccilltlg /Inshis, lthin1 'fhe panels ate secured inside a top Mack "U" header (Purl 3) al the head, which is anchored to 11 inside of the concrete lentil opening; and fastened to the 2" x 2" continuous studded nluntlnum angle (I'nrt 6) at the sill, using 1/4 " -20 x 5/8" machine bolls w /wnsheret) wistgtiut spaced nt 6" o. wl►iclt is anchored to a concrete slab or bulkhead ns shown on Section 13 "Ceiling /Inside Mot Dwg. No. 95 -330, Sheet 2 of 6, beating the Dade County Product Control arITioval stamp. 4.1.4 Llrcct Mouni The pastels are seemed diteclly to the wall at head and sill using the tension ftstenets for direct mount only using size, spacing Lund edge distance ns specified In "Anchor Schedule" embedded concrete, utnsoury or wood, as shown on Section U "Direct Mount ", Dwg. Nu. 95 -330, Sheet 3 6, bearing the Dade County Product Control nppruval slump. 4.1.5 Mill Mount on Wood I'rutllilig This installation is similar to the build -out & wall mount condition but stttchoicd to a woollen substrate using the tension wood anchors es shown 011 Sections D and 13, Dwg. No. 95 -330, She of 6, bearing the Dade County I'soduct Control Approval Stamp. 4.1.6 Any combination oldie above, 4. 1.7 Atltlitisvlitl lluliut; I)etail3 'Me Following special amounting conditions are also ap will' the corresponding limitation noted in each section detail. Sections A thru (.1 ott Sheet 5 01'6, Sections A thru I' on Sheet 6 of Dwg. Nu. 95 -330, beating the Dude County I'iuduct Centro) Approval Stamp. 4.2 Anchorngc of the aluminum angles shall be to cuncicle, u'usumy and /or Vaud hauling and slat consist ofus►ly the anch embedment and spacing Specified on Dtnwing No. 95 -330, Sheet through 6. Substitution of anchor type or indicated embedment is unacceptable nod requites to cngince1cd separately. fasteners must have their own Notice of Acceptance. -2a- Mans el_ Pet ez, I'.I?. Plans I'Iuduct Conhul Division amine • ' .IIIi�:SLL,lY�lLl1; <<Sl�J!!�s • - 2b Al'1'1(0VI,I) I:x1'IIZES N(L'l'IS I: 01c ACCEL''L[1NCl;: SPECIFIC CONUI"L'1Q d.3 I'crni set fastener components, embedded anchor bulls, attended cones or metal shields, I use, must he protected against cortoslun, contamination and damage tit all time. 5. IDEN7'l Ii ICA'1'1 ON 5.1 liach panel shall bear a peritoneal Zabel with the manufacturer's name or logo, city, slate and following statement: "Dade County Product COI lrol Approved ". 5.2 Isach opening or, In the case of direct mounted panels %vitlt no header and sill, each panel shut have a legible petutnuent ►n Insttucling owner or tenant to secuto pnttets at topicality wit applicable telnforcing: I" x 1" x ID ga. sic_el_ liho nitd > >Ils Olt 1/'1 " -20 x 1" Sidewnik Balls w /wingIItll5 or jttckutil3, across the whole width of Ilse opening during pct iods of 1 ltirr lcmne washing. 6. USE 6.1 Application for building penult shall be accompanied by Iwo copies of the following: 6.1.1 '1'Itis Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above g ofopeniugs to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 95 -330, Sheets 1 thru 6,ef 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Conl Section, clearly 'narked to show the components selected for the proposed Installation 6.2 The 13uUdlug Official shall ensu die adequacy of shutter to meet die pressure regtihement o opening in which it Is to be installed. 6.3 This approval revises Notice of Acceptance No. 941- 0829.01, dated 02/23/95. ric 2 1 19J5 J_utllry 23. 199 / L�LCcI�d_� Maori 'I 1'ctez, 1'.Is. flans 1' I'iuducl Conlrol Division • 1 111.SL11,lutim; Cy 1 11 EXPIRES nuary 23. 1998 �1'LICI: C I!'I'ANCI;: SI'I;CII'IC C)NDI I 7. '1'ES'I'S I'CRroRAI►CU 'I'ES'I'S: IRESU111'S: TEST '1'LS'1' LORI) DESIGN LORI) 1)olleciou SATISFACTORY M ax. CTC -95 -022 2.75" LARGE MISSILL INTACT "I LSv /reh� (I28'' 28lls I A y ) 5F13C PA 201 -94 UNIFORM STATIC AIR PRESSURE 'I E S T SPAN) SFBC 1'A 202 -94 NEG. UNIFORM STATIC AIR PRESSURE 'I D SFUC PA 202 -94 NEU. (101" SPAN) UNIFORM STATIC AIR FluissURL' nisi SPAN) SF13C PA 202 -94 NEO. LARGE MISSILE IMPACT'1 ES " (101" Span) SF13C I'A 20I -94 w /rcInf. bars & bolls 'YCLIC WIND I'RESSURIi TES I' SFUUC I'A 203 -94 I'OS I I I V L CYCLIC WIND PRESSURE 'TEST SFI3C I'A 203 -94 NEGATIVE LARGE MISSILE IMPACT TES 1' (101" Span) SFI3C PA 2U1 -94 wlrcb& bolts only CYCLIC WIND PRESSURE 'I !SS I' SF13C I'A 203 -94 1'OSI CYCLIC WIND PRESSURE TEST SWl1C PA 203 -94 NE(IA'I IVI3 UNIFORM S I'A"I IC Alit PRESSURE TEST ) SI'UC PA 202 -94 I'OSI DIVE ( Spa's UNIFORM S " 1A'fIC AIR PRESSURE] u . S you) SFUC I'A 202 -94 NEGATIVE ( I DESIGN I'IiESSU1t1: RA'Z'ING For Design Lund vs Panel Span, Scc'Fnble 1 'Storer Panel Schedule" on Dwg. No. 95 -33U, Shccl 3 of 6. - 2c - -332.8 PSI' CI C -95 -022 -197.6 PSI' CTC- 95.022 -145.6 PSI' C'1'C- 95.022 SATISFACTORY 11LJ'fi- 94 -29 +72.0 PSI' 111x'11 -94 -292b -95.0 PSI' 1 Its 1I -94 -292b SA1 ISI'ACTORY 11E11-94-395b +93.0 PSI' 11E11-94-3951) -94.0 PSI' 111;11 -94 -395b +108.00 1'Sr CRL- S1021C - 108.00 PSI' CRL- S1U2IC ,11'I'Iti)VE!) -221.9 C I'C -95 -022 -131.7 I'SF CFC-95-022 -97.1 l'SF CI•C -95 -022 +55.4 I'SI' 111111 -94 -292 -73.1 PSI' MITI-94-29Th +71.5 I'SF 11E11-94-395b -72.3 I'SF 111111 -94 -395b +72.0 PSI' CRL- S102 IC -72.0 PSF CRL- SIU21C UEC -? 1 1895 Mnx. 1.15" Max. 2.50" © Design 1.09" Cs4/1r, Nitwit I I'ciez, 1'.R.l'Iluls I;. liner I I'Irl(IUCt C(II( Division APPROVED 'E1) EXI'IIU S NO1'1Cii OF ACCEPTANCE: SPECJILIC CDNI)1'1'IONN -2(1- ate 00; 1 I IJyti lanu(I Perez, 1'. L. flans F l'tuduci Cottltul I)iVISIUtr Febt uary 23. 1998 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 'Pest repurl on Large Missile Impact and Unifottu Static Air Pressure 'Pest of "Aluminum" Munn panels, prepared by 1lutrlcat►e Engineering & Testing, Inc., Report Nu. I I1s'I 1 - 94 - 292b, date September 13, 1995, signed and sealed by !lector M. Medltto, 1'.13. 8.1.2 Test report on Uniform Static Air Pressure 'Test of "Aluminum" slotnt panels, prepared by Construction Research Laboratory, Inc., Report No. CRL -S 1 02 1 C, dated August 17, 1994, signed and sealed by Vipin N. 'Total, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure 'Pest of .060" alwrtinut stojr panels, prepared by Ilurricarte Engineering & Testing, Inc., Report No. IlIiT1- 94 -395b, date Decertrber 14, 1994, signed and sealed by I lector M. Medina, P.E. ILL! Test report on Large Missile Impact and Uniform Static Air I'ressute 'Test of 0.063" aluminum storm panels, reputed by Consttuctiuu'l'esting Culp., 'Test Repot( No. CTC 95 -022 dated 06/09/95, signed and sealed by Christopher Tyson, l'.E. 8.1.5 'Test reputt on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 gn. Steel Slorut Panels, prepared by Construction Testing Corp., 'Test Repot( No. CTC 95 -031 dated Angus 31, 1995, signed and sealed by Christopher Tyson, 1'.E. ('This test has been submitted exclusively to verify anchor calculations) 8.2 Drawing: 8.2.1 Utawit% No. 95 -330, 1lurst Aluntinutn Co., 0.063" Aluminum Slurnt Panels, Streets 1 through 6, prepared by Knezevich & Associates, dated 06/09/95, revision 2 dated 11/28/95, signet and sealed by V.J. Knezevich, P.13. 8.3 lvlatcriul certification: 8.3.1 Mill Ccttified Inspection Repot( of coils, nut doted, (br Aluminum Alloy 5052 -1132 by American Douglas Metals, with chemical composition and physical properties. 8.3.2 'Tensile Test Report 1194 -268 lions ATIiC.Associnles, Inc., dated 08/10/94 For Aluminum sample 1131021, tested per ASTM 138 -93, signed and sealed by l'eler U. Mend, 8.3.3 Tensile 'Test Report from MITI, ITI, Project 1 /1IIs'FI 94- 'I'26a tinted 10/03/94 fur Aluminum sample., tested per AS'Ttvl L8 -93, signed and sealed by 1lector M. Medina, P.E. 8.3.4 Cct tilled Tensile Test Report by QC Metallurgical, Report No. 51'M -1307 dated 6/14/95 f 0.063" x 5025 allunrim alloy. 8.4 Culcurutions: 8.4.1 Comparative Analysis and Anchor Analysis, dated 7/11/95, pages 1 (htu 23, repined by Knezevich & Associates, Inc., signed and scaled by V.J. Knezevich, 8.4.2 Attclturagc Calculations For 12 additional dctuiis /conditions, l lutst Awning Cu., Inc., date 9/19/95, pages 1 Ihtouglt 37, pteptued by Knezevich & Associates, Inc., signed by V.J. Knezevicl P.E. (merit 11utsLAlluiut :.LLp , Ins, (IEC �'1 I 1 JlUIi APPROVED EXPIRES : J:sil211 .J 1' HILLICLUF ACCIELLANCE: SEANDAIIILCIINIILLIONS Renewal of lids Acceptance (approval) shall be considered niler n renewnl application lens been filed nod the original submitted documents, including test supporting (Mtn, cugtneartng documents, nra Ito older than eight (8) yenrs. 2. Any and all approved products shall be permanently labeled %Oils themanufacturer's Panic, cily, state, and the following statement: "Dodo Cuunly I'toducl Conlrul Approval ", or ns specrltcnliy stated In tlse specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: n)literahas been a change In the South Florida Uullding Code affecting the evaluation of Is not in compliance with the code changes; b) I he product Is no longer the sante product (idcnlical) as the one originally approved; c) If iho Acceptance holder has not complied with all the requirements of this acceptance, inslallation of the product; d)'1 he engineer who originally prepared, sighed and sealed Ilse tegtlired doctiii crttnliun in longer practicing the engineering profession. END OF TINS ACCEPTANCE -3- this product and the product including the correct itinliy subiJ,ulled, Is no I. Any rcvlslon or change In the materials, use, and /or mnuulacture of the product or process shall nulonsnllcally be cause for termination of this Accepinnce, unless prior wrUlcn approval has been requested (through the filing of a revision npplicnlion with appropriate fee) and granted by this office. 5. Any oldie following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance ns nn endorsement of any product, for snies, ndvettising or nay otter purposes. 6. ' Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration (Into may be displayed In ndvclllsing tilernture. If nay potllotr ratite Notice of Accepinnce Is displayed, then it shrill be dune In its entirety. 7. A copy of this Acceptance ns well ns approved drawings nuJ other documents, where II applles, shall be provided to Ilea user by the manufacturer or Iis disiributurs nod sltnll be available For iuspecllors at dm Job slip nt all time. '11to copies need nut be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. '1 Isis Acceptance contains pages I, 2, 2(a) tl►rough 2(J) and Otis last page 3. llsnfs_lll�lJ�c_IJ llslssLLslu11' siul�nlllllYJsl >:lntstLutQllusls.uull.awn s 10, Unless epccllicnlly imiteuted In the Acceptance (npprovnl), this mill Is approved ns n single milt Installation. For multiple Itsstolintlon of this unit, n separate Acceptance for mullions Is required hoar Ilse Product Control Section. 1 1, 'I the spacing of fasteners n1 window sills shall be ns tested. "I he syncing of fasteners 111 nil other palls (Atha frame, shall be ns tested, but in nu case shall exceed 24" on center. .1 lie first fastener shall be iocnted at n maximum of 6" from cnch coiner nod mullion or side. Fnslcncr shall fully pcuetrnte the buck, %Odell shall be the snare size ns the ono tested with the unit. No wood or plastic shields or pins shall be used for nnchoring. See section four (1) of this approval for sizes of fssleucrs used lit Icsling. 12. Hardware fur all whrdows and doors shall conform to Security and Forced Fully evculioi, (2Isaulci Florida IIuIIJiub Cute. �. I41nn tel Perez, 1'. Fs. Plans i a9direr II I'►oducl (:uPhol i)ivision 6_ f the Soullt