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PLANS (2)TYPE 1 I 11•.055 t2 • .076 SCALE: HALF SIZE EITHER TYPE 1 OR TYPE 2 SLAT IS ACCEPTABLE. THESE SLATS ARE INTERCHANGEABLE O8 TYP. SLATS SCALE! HALF SIZE TYPE 2 810 x 2' SMS. MANUFACTUREO - FROM 0410MT OR 18 -8 STAINLESS STEEL W/ XYLAN S200 FLUOROCARBON COATING A .L60"0 x .OSM TMCK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP 2. BOTTOM) I1 • .05f t2 • .076 t3 • .997 HEADER -CLG. HEADER QMOUNTED O WALL MOUNTED SCALE: HALF SIZE ea 3 /8'• x 0.90' LONG NYLON BUS1*1 W/ 010. 3' SHS, MANUFACTURED FROM 0410HT STA»&CSS STEEL W/ XYLAN 5200 FLUOROCARBON COATING 1, .460'10 x .0S0" THICK 300 SERKS STAIKESS STEEL WASHER (TYR. TOOL BOTTOM SCREW BUSHING & ROLLER/ 0 0 !V ADAPTER SLAT SCALE: HALF SIZE 2a BUILD -OUT WALL HEADER SCALE: HALF SIZE 2.373' h I ■ ASS 12 •.01/ , t1•.OSS t2 •.076 t3 • . SCALE: HALF SIZE .2so 949 1.391 1.891 18 LOCKING CLIP t1�T }.620 I I N rr- I 11 1 , L 0 04 211` t2 151• 1.350" 1 500" -' WALKOVER SILL 3 840 MAX 1.840 0.483 h2 4-4-6 0 O 4- .0 l -4 O r N . 905 - , f 600" 620 "f 500 1 1 h L6 .942 j 1.659 2.101 SCALE: HALF SIZE 2.420" 752 - 1 t1 • .OSS t2 • .076 13 • ,Q97 O CENTER MATE 1 ®CENTER MATE 2 newt SCALE: HALF SIZE /- .472' I.D. r 1 .612" O.D. t1 1 O SILL -WALL ® MOUNTED ® ADJ. SILL -TOP mmoomoLoo SCALE HALF SIZE SCALE: HALF SIZE _NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLOR LOA BUILDING COOS, 1994 EDITION. 2. POSITIVE AND NEGATIVE DEVON PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -18 'MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES'. TAKES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. EACH SHUTTER ASSEM8LY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATC AS FOLLOWS: RE-COL ENTERPRISES. INC. M(AM", FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS ANO WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, OR GALVANIZED STEEL WITH A H04. Fy • 3) KSI. POP RIVETS SHALL BE 3/16 5052 ALUM. ALLOY 6. ALL SHUTTERS SMALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18 OF CENTER (VERTICALLY). LOCKING MECHANISM SHALL 8C LOCK:;D TO PROVIDE HURRICANE PROTECTION. 7. THE DETAILS AHD SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -DADE COUNTY PROTOCOLS PA 201, 202. AND 203. S. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 96 -024 ANO 96.037. 9. TOP DETAILS MAY ALSO BE USED AS SILLS. 10, FLOOR TRACKS HAY BE REMOVABLE AT NON. STACKING LOCATIONS S' MAX. ® ANGLE moosessmixxxxximes SCALE' HALF SIZE STAINLESS STEEL AS .460• HOLE SCALE! HALF SIZE PLAC 11 0 WHEEL .058 I L100 mot- . 251 @ _ ROLLERASSEMBLY - -- .040"R OSS - (TY►) 4. N 0 O 0s0 1 90° END SLAT ismoonammesomororamommado SCALE: HALF SIZE L533 • OS 0 .02S (n 1.250 ® _ 90°ENDSLAT ADJ. SILL-130T. SCALE: HALF SIZE SCALE: HALF SIZE 1250 985 r 1I OSOJ C FLAT END SLAT SCALE: HALF SIZE .956 801 37 4881 37 1.400 INSERT SCALE! HALF SIZE .713 .bee 14 LOCKING ARM SCALE: HALF SIZE 1/8" THICK STAINLESS STEEL 322 11. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS ANO TO VERIFY ALL DIMENSIONS AT THE 108 SITE BEFORE COMMENCING WITH THE WORK. 12. ANCHORS SHALL 8E INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECONMENOATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED ANO 00 NOT INCLUOE STUCCO OR OTHER FINISHES .097 214 .322 x .214 • .. APPROVED AS COMPtYI"10 WITH THE SOUTH FLORIDA BUILDING CODE DATE - L E s 1 Rg BY r ... � - PRODUCT CO kOL OIVISO.V MAY ur• 'u 6(• Al NOItO W' H V 0 Q 4 • ' Jl l R 0 V > > w W N YI .2 O&•.n ey nc rd.•IPI. by 1(cn•d.•d ►r) II v M II VA: io Dgi r.. 'x'1 O fit/ ./ c.4 caT4 8 01' /2 )11111j TOP TRACK fICT10N pm. I I I I ri w c r �Ag- `I 1 ALT. LOCH AT LOCAT MECHANISM OP _—L I I I I I ri w c r �Ag- `I 1 It X s a 4 u r CI ALT. CLOSURE DETAIL SCALD 3' • 1' -0' rxrs1/0 ALUM. MORE 3 .10 TEX SCREWS 00 3- 3/16'• ALUM. POP RIVETS (TYP) - 2' s 2' x 1/0" ALUM. TV6E 6063 -T6 ALLOY TTOM TRACK N.T.S. AE S - NO LIMIT TYPICAL ELEVATION FASTENER 0 Il' O.C. A AE NCHOR SCHEDULE) AUL EITHER CONDITION HAY SC TYPICAL FOR EITHER POE f:fRNFR el OSI f1FTAII LOCK ING MECHANISM CAN •E 014' ABOVE OR 0110W CENTER (SEE NOTE 6) .10 x V2' GALVANIZED SMS OR 3/16'• ALUM. POP RIVET 0 TV O.C. r ■rx.•SS srx r x 3" .OSS' 1 2' x.{' 41 .0S5'. _ OR 2' Al. ANGLE 010 TEN SCREW OR 3/16'0 ALUM. POP RIVET 0 24' O.C. )TYP) TWO VL'. FASTENERS (ACM AHOLE (SEC ANCHOR SCICOVLC FOR ANY ACCEPTAKC ANCHOR) KAN v1EW 0 1. T • • 60 11 SSO r -L - : .1s0 LOCKING ARM ALIGNMENT BUSHING (NYLON) SCALE: HALF SIZE } ■ 0.200 INSIDE ` n 19 HANDLE SHIM (NYLON) SCALE: HALF SIZE .000 2.110 0.13S• R O.L35' R 0.31S' R FASTENER 0 24' 0.C. (USE ANY ANCHOR 04 ANCHOR SCHEDULE) UB ALT. CLOSURE DETAIL SCALD 3' . T -0' 1 2'x ALUM. ANGLE CONT. N IP" 1 tts m INSIDE CLOSURE 'T' HANDLE W/ HIM y �I 6 -V2' incemmeminime I wi I Z i Z O cc oral cio o 1 d1 date z N .. 4 V.1 KNE EV1cH PRO ESSIONAI CNCi+EE FL. L,c•nse N• PE 0010903 • al AY - /7 1 12) / 010 x 1/2 GALVANIZED SMS OR 3/16'• ALUM. POP RIVET 0Tr r xrx.0SS'11 - xrx .OSS'1 2"x3•x.OSS'Ir4L's.OSS' - OR "x .125 "AL. 1/4.2. TRUSS HEAD DOLTS &NVTSW/ LOCK WASHERS • 24' 0 C. EXISTING STRUCTURE \--HALF OF 0 LAIC MALC OA FEMALE AS ►COUIREO / '∎ Al 'T Or nMICO /• 1 nC' • Inc nuTAM FASTENER 0 2L' 0 C (SEE ANCHOR SCHEDULE FOR ANY ACCEPTADLC ANCHOR). 0 (TYP) 1104. SHUTTER SEPARATION FROM GLASS (SEE SCHOOL( SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -1'6 ALUM. ALLOY (1/8" DELOW CONCRETE) — SINGLE ARM OR •T' HANDLE LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED 044 INS10E OR OUTSIDE OF SHUTTER DDRILLS 4'41 HOLE F BOTTOM OP EXTRUSION - BEFORE ASSCHbLY FOR TRUSS (AO BOLT (TYP) \ ALTERNATE HON. SHUTTER SEPARATION FROM GLASS. ISLE SCMCOVLE SH(CT SI. DISTANCE TO BE MEASURED FROM BACK OF SHUTTER SLAOE OR FROM •T' HANDLE WHIN HANDLE iS HOUNTCO NSIOC. i sio=4 re -.NI OMNI i it i11 n o SINGLE ARM LOCK // 3/4' M04. F SIC FASTENER SCHCCULE t / i 1 -1/2' MAX. PLAN VIEW TYPICAL PLAN VIEW SCALE: 3' • 1' -0' O SCALE : 3'• 1'- 0' CI r r r RAnI tAIT ncTA It JOINT BETWEEN REMOVABLE AND FOXED SUL _ i i 1" rxVI" ALUM. ANGLE w/ 3/16'• POP RIVETS 0 6 O.C. FASTENER 0 24.' 0.C (SCE ANCHOR SCKOVLC FOR ANY ACCE►TAKE ANCHOR). RAW OJ uAAMu OPTIONAL CLOSER HANDLE r -� SECTION © REMOVABLE FLOOR TRACK DETAIL oc i Xist 6LY OPT)OHAL ACCESS HOLE EXBS ' NO f TROC TTJRt.. , FASTGI[R •TYPE SCE SECTXINN sneer 3 FOR COMPLETE %FORMATION 1-- 1/6" MAX. EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER 0 B" O.CAPPROVED AS COMPLYING WITH TI ANY SCHEDULED FASTENER IS ACCEPTABLE SOUTH FLORIDA BUELDING CODE HIM. i. de ..n by lAs .oto PIC ( d•a•n by 0..0.000 V M GLASS OR 0008 17 0 W HMI. SHUTTER SEPAR ATION PROM GLASS SE[ SCHEDULE SHEET S) GLASS r OR DOOR 0 • WALL MOUNT SECTION SCALE g 3 1 0' 11 CONT. v2 MRS. SHUTTER SEPARATION FROM GLASS ALT. ANGLE L[0 DIRECTION. REVEAUO ANGLE LEG MAY EIS FROM ONE ANGLE OA PROM 110TH ANGLES ITYPI. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONN(C PION •TYPE r OUT 00 NOT EXCEED •• SPACING 1/2 [HOED. 4 1/2' FASTENER. S_t( ANCHOR SCHEDULE. REFERENCE COMHECTION 'TYPES• EXISTING CONCRETE MASONRY OR W000 STRUCTVIIE. SEE ANCHOR SCHEDULES.. TYP. FASTENER. SEE AJCH E SCHEDULE. REFERENCE CONNECTION 'TYPE r HUT 00 NOT EXCEED 6' SPACING ISEE SCSEDVLE SHEET S1 E -3/16• MAX. CONT. 1/2' OCONT. 11 CONT, 1/ COST BO TTOM MOUNT DETAIL MAY HE USfO AT TOP. n, .1• r ^11-► • .nH 1. . n1-h i. • . EXISTING CONCRETE MASONRY OR o00 ANCHOR SCHEDULE. AC. P CL FASTpp �CttARNtC►tOtR CON)KCTIOM 'TYPE 1• ROLLER ASSCHEILY t2 TYP. (VEAY OTMEAA 1 /L MAX. 1/4 MAX 1/2' HUN, SHUTTER SEPARATION FROM GLASS (SEE SCHKDULE SHEET 51 GLASS OR DOOR )/16'0 POP RIVET OA 1112 TEX SCREW 0 6 O.C. (TYN ©s0 ASSEME/LY rarx1/1' ALUM. ANOLL W/ 3/16'0 POP RIVETS 0 6' O.C. FASTENER. SCTOIULE SEE "TYPE • ROLLER ASSEMHLY TYP. EVERY OTHER NU4I YP, . GITTOP & SO TOM) 1 /S' MAX. 114' MAX CxISTNA CONCRCT[, MASONRY oR w000 STRUCTURE. SEC ANCHOR SCHEDULE, TYP. GLASS OR 000R 0 1- S EM6 ED EXISTING CONCRETE. MA5ONR OR W000 STRUCTURE SCE ANCHOR SCHEDULE, TYP FASTENER, SEE ANCHOR SCHEOVIE. REFERENCE CONNECTION 'TYPE r 3 /14• • POP RIVET 0 6' O.C. ITYP) OPTIONAL FASTENER LOCATION M LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" Off CENTER REFERENCE CONKCT - TYPE 4' $ EGOS 0121. j CO*{ MT. 1/2' MR' TTER SEPARATION FROM GLASS SEE SCHEDULE SHEET S1 2 -7111' MAX. 1/4' MAX. GLASS OR DOOR — EXISTING CONICAET( MASONRY OA W000 STRUCTUTEE. StE ANCHOR SCMEDVL[[, TYP. FASTENER. SEE ANCHOR SCHEDULE, OWKCT)Of1 pipe 2 ' CE � 0 TYP. TOP t llOTTOH 1/2' FASTENER,&EE ANCHOR SCHEDULE, REFERENCE CONNECTION 'TYPE 2' 1/6 MAX. ti V4 MAX. • z <Y1 . H y N W W O N 1` JW w — • x N N MK SHUTTER SEPARATOR PROM GLASS CUE SCHEDULE SHEET S1 O 1 )_)/ �,• MAX - -1�— ALT. ANOLE LEG DIRECTION ITYPI 11 CONT. - FOR LARGER SPANS USE TWO 2 a 5' AL ANGLES (S(E SCHEDULE 1 TYPE Cl ® CEILING/INSIDE MOUNT SECTION ( O BUILD -OUT MOUNT SECTION SCALE H 3 - 2 1 0 SCALE 13 - . r- O 11 CONT. - FOR LARGER SPANS USE TWO 2• ■ S' Al.. ANGLES (SEE SC►EDVLt 1 TYPE C1 FASTENER. SEE ANCHOR SCHLOVtI. REFERENCE CONNECTION 'TYPE r FASTENER. SCS ANCHOR CC TC ION 'TYPE REFERENCE MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 N,4 $1 'fTIV Trd L 60 10►p 1 /U.• MAX. 0t01 1. &OTTOM SCALE 3'• r 0' i FAST[ue*. AHD) O S011 CA& COONH(CTIOM M19[ ' BUT 00 NOT (XCEtO 5.1/2' SPACING 1/4' MAX. K SHUTTER IARATICN GLASS 0 DOOR — 0 0 W 8 ti- 0 EMBE� o. �� �_', OM FLOOR MOUNT SECTION CRASS (1t1 SCHEDULE SHEET S1 scALE t 3 1 /4' MAX. S-3/*• MAX. BUILD- OUTJMOUNT SECTION FASTENER, SEE ANCHOR SCHEDULE, REFERENCE C ONNE C T OON 'TVYt r EXISTING CONCRETE MASONRY cm w000 STRUCTUt(E. SEE ARMOR SCHEDULE. TYP. DAT BY _ PRODUCT CONY *L DIViS,ON EXISTING CONCRETE MASONRY CO W0001TRUCTVI((. tee ANCHOR SCHEDULE. TYP. 1' a 2' 7.656' ALUM. TV6c TYP. TOP 6 SOTTOM 0 PAST[iKR. SEE ANCHOR CO ft SCHEDULE. 'IYP/R REFERENCE OUT DO NOT EXCEED 11 -1/2' SPACING APPROVED AS COMPLYING W11H THE SOUTH FLORIDA BU!IDINC CCDE a9 1 /t MAX, —ti 1/4 MAX4 z 0) W P- U 0 CO 4 W N W t Y 0 on Q Z $ 0 Q 1E4 rang CC • 00 0 O �� 1iz1 1 ementansamme M U I ►� Y y O +. � Z a V 9 .j N N n J h V = 4 O = • i lfi n n a • 0 t. A tI V.J. KNEE PROF ESSCNAL FL lien PE 0010 0.1• (t<al* 1 AS HOT t0 (••a6^ by Vx • f • 5 Z 1 bl ag z Q 8 98 ALUM BEAM & SHUTTER SCHEDULE OE$CRIPTION ',,W s im 2 - X s- s -o r -s Tv ..US" r -o- r -r TI ..125- w -0. T' -6- 2 - S' s -o' w-o • Tv .. r -o- IT-o Tf • 224" w -o- Ir -r Y x r s. -o' tr -s- r -0' 1Y -Y Tv • .OTY Tf ..22N. 1r -r 12--)' THREE S/M CALX -N 0 3-VV O.C. w/ 1 HN. EHDIO. l CONC. OR HOLLOW MOCK w/ 3-3/ - MIN. EDGE DIST. OR DOOR GLASS OR DOOR THREE S/16'11 CALK- IN • 3-Vr 0.G w/ 1 MRE 1M3I0. N CONC. 011 HOLLOW KOCK W/ 3-3/6' MIN. MAOIST. EXISTING STRUCTURE ALT. LEO DIRECTION MK SHUTTER SEPARATION PROM GLASS ISLE SCHEDULE SHEET S) (MAX DESIGN LOAD t 72 PSF) TOP SUPPORT BEAM DETAIL SCALE : 3'■ 1'- 0" MN. SHUTTER SEPARATION FROM GLASS MStE SCHEDULE SHEET S) - 3/16'• POP RTVET OR 012 TEX SCREW • 6' O.C. • � O -1 SSLMOLY 2- x Y x 1/•- it 0' -6" 6063 -T6 ALUM. MOLE THREE -V•'• TIiRU DOLTS r Hat YMN. 2" • 3' • V4' • 4063 -T6 ALUM. MOLE TMRtE -1/6•• THRU DOLTS ALT. LEO OWICTION (MAX DESIGN LOAD * 72 PSF) ALUM. SEAM ISLE BEAM SCHEDULE BELOW FOR SCAN DESCMPTION L MAX. HORTZONTAL SPAIK) 1/ -20 S.S. MACHOK SCREW i NUT 12 O.C. USE THRU DOLT Oft ACCESS : LC AS SHOWN IN OttAII V6' MAX. NOTE, L USE SE 5CM E FOR - DETAXSCI) ND(� 2. SHUT TER SPAN TO Si Mink TO THOSE SHOWN N TAHLET S. 3 AS C D I SN IAN SMALL E IL TO (OP SUPPORT. 3/16'• POP RIVET OR 012 TEK SCREW •6" O.C. AL. KAM (SEE SEAM SCHEDULE ASOYE FOR BEAM MSC/OPT/ON L MAX. HORIZONTAL SPANS) 1/4-20 S.S. MACHWE SCREW t NUT • 12" O.C. PROVOC r• ACCESS HOLE N BOTTOM Of SEAM OR USE THRUSOLT AS SHOWN IN DETAIL GL ASS OR 0008 LMDtD. PLYw000 ANO STUCCO fRN1SH rxr•1 /f OR Y x4'x 1 /f 1063 -TI ALUM. TUBE GLASS . OR DOOR PLYW000 ANO STUCCO fxNKM 2' x 6" P.T. w000 PLATE MW.. SMUTTCR SEIA*AT10N PROM GLASS (SEE SCHEDULE SHEET S) 1 IHOt SHUTTER SEPARATION FROM GLASS ISLE SCHEDULE SHEET 5) V6 -20 S.S. MACH*/( SCREW 11 NUT • tY O.C. ►ROYK* no ACCESS ItXE • BACK 510E FOR FASTENING TWO V6 "• S.S. LAG SCREW • 24' O.C. MAX. W/ 1-3 /l' PENT//W/0K IN CENTER OP STUDS (MAX DESIGN LOAD ± 72 P.S.F.) © WALL MOUNT SECTION - USING ALUM. TUBE SCALE : 3 - s V- 0 (MAX DESIGN LOAD •• t 72 P.B.F.) 1 /I. MAX. V•' MAX. FOR w000 PLATE USE V•'0 S.S. LAO SCREW W/ 1 -3/4" PENETRATION INTO W000 PLATE • 12' O.C. TWO 1/• "• S.S. LAG SCREW • 24' O.C. MAX. W/ 1-3/4" PENETRATION IN CEHT[Jl OP STUOS APPROVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE DAT ► . f� 19_ BY PRODUCT CON " OL DIVIS;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE No. Q.008 d1 FL LIc•r1 PE 0010' MAX MUM ALLOWABLE SPAN SCHEDULE L. :G.O[SIGN LOAD fPSFI TYPE A ALL MOUNTING EXCEPT I (�(�(� CONOTJQ7 (Ft - W) TYPE a DETAIL OR 0lTAll I W/ SINGLE ANGLE REQUIRED 3 -3/4 MAx. 8.0. (FT - IN) TYPE C (WAIL I D AN�LE REQUIRED 3 -3/4" MAX. B.O. (FT - M) TYPE 0 DETAIL 0 9 -3/16" MAX. B.O. (FT - IN) 30.0 13 - 12-4 13- 1 12 -7 39.0 13 -1 11 -0 13- 1 Il - 40.0 1t -11 10 -8 1E -3 10- 11 49.0 1t -4 9 -9 10 - 10 - 0 52.0 12 -1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 -7 8 -7 9 -7 8- 10 63.3 11 -6 9 -6 8 -6 8 -8 66.9 10 -11 8 -3 9 -3 8 - 67.5 10 -9 8 -3 8 -3 8 -3 71.2 10 - 3 8 - 0 8 - 0 8 -2 75.0 9 -9 7 -8 7 -8 8 -0 91.4 8 11 7- 0 7- 0 7- 4 86.8 8 - 5 6 -7 6 - 7 6 -10 91.4 8 -0 6 -3 6 -3 6 -6 100.0 7 -3 3 -9 3 -9 6 -0 two 6 -7 3 -2 3 -2 3 -5 120.0 6 -1 4 -9 4 -9 3 -0 130.0 3 -7 4 -3 4 -3 4 -7 140.0 3 - 2 4- 1 4- 1 4 -3 150.0 _ 4 -10 3 -10 3 -10 4 -0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 190.0 4 -0 3 -2 3 -2 3 -4 190.0 3 - 10 3 -0 3 -0 3 -1 200.0 3 -7 2 -10 t -10 3 -0 210.0 3 -3 _ 2 -8 _ 2 -8 2 -10 MINIMUM SHUTTER SEPARATION FROM GLASS ON) POSITIVE DESIGN N LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES, MIN. SEPARATION FROH GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 -0 3 2 -1/4 12 -11 3 - 3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 6 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/6 9 -6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 NOTES. 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH P451TlvE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. t 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE PRODUCT CONTROL DIV•S ON a c 0 1 • (A Z 0 cc 8 U O O dir• N K V 2 t- ut L 2 W PROfESSIO AL E M F( Lic•ni _ N PF. 001.9 v 0 J h •7121l.* icN• -dawn by 1 AZ NOT[0J1 MC, 'Italy. by c1+KA�d 0 . _. V /1 V JK 1 /4 "0 ITN TAPCON W/ 1 -1/4" MIN. EMBEDMENT ,11111111111111111111111111 111111 ►> 1 /4 "511 RAWL CALK —IN W/ 7/8" MIN. EMBEDMENT & 1/4 -20 BOLT 1/4 ") RAWL ZAMAC NAILIN W/ 1 -1/8" MIN. EMBEDMENT 1/4 "♦ FEMALE "PANELMATE" W/ 1 -1/4" MIN. EMBEDMENT L 1/440 MACHINE SCREW ' 11 /f1�1111H111111111'> 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT A11111111111111 11 1 > 1/4 "0 RAWL CALK —IN W/ 7/8" MIN. EMBEDMENT & 1/4 -20 BOLT 1/4 - 4 RAWL ZAMAC NAILIN W/ 1 -1/8" MIN. EMBEDMENT 48 62 72 92 210 48 62 72 92 210 48 62 72 92 210 210 48 62 72 92 210 CONNECTION TYPE 1 2 3 4 5 12 12 12 7 9 SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 10 5 7 10 10 U 2 48 SPANS UP TO 5' -8" (SEE NOTE 11 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 1 SPANS UP TO S' -8" (SEE NOTE 1) CONNECTION TYPE SPANS UP TO 8 -0" (SEE NOTE 1; SPANS UP TO 13' -1" (SEE NOTE 1) CONNECCEION CONNECTION TYP TYPE 2 3 4 5 1 2 3 4 1 2 3 4 5 6 12 6 3 4 12 12 12 8 11 12 12 12 5 7 7 12 8 3 4 62 m m © DDSOMS,A ,2®®6D,2MAUI 12DDD 72 m 210 i° D D D©11m0O ®m ® DD DD ` D ®DDD D 12 101 m 9 Dm0 AMMO mmD DD D 4 D 4 8 2 6 2 mmD mou • mm mmm0 , Dm t v D 72 mm•o D DD•mm DmmmmD9Dm, D 92 MOORUMUMOUMMOMMMIFUM 210 OM • D®DDODmD DOm 10 DDDm 10 D omAmil mmm D mu as 10 D j ©mmmDDmmmD ©mu m D m m ©DOD N Dmm ®DDm ®DD mope =cum DDD me t0 m • Dmummp D ©oD mom' /DO DAD D ©DD /Dump /D DDD %DDD %DD • D�'ima 3 10 © %DD , o ©m D 1 o D%D mmwuum u D 10 D%D mm00mmum 0 t0 0/D mum • © DDD j% m 10 DDmmormomp D • „ DDDn/.,DDDDD S DD %DDD1n DDDMO MOM M ©© D� m®mDDMMOO ©DD/ D , ©, a1��� � �mm0 ©DO0 ©�� NOW DD % ©D% %% %guna /momm”' //.'pp % Rougmummumomocrommammor, 62 mmD , ®• ©11 ° DSmmmDDmm t0 D ©m • u 72 ®u m D D j mmm mmum DD D 92 ®10 D/ . D DD j , ®©DDD D mpu / ur D / mine DDD, /DDD//om / eptuDDD©! memo ®DD© n ©D n /mmmDOmmD© one/, 10 10 mom j© jmm DDD j� jDD � ©D j ©r j mm DD . 011on poor nD • ne %� I mmo. e Du4 .00.1. an , j � , ,� ' © ©�/ � © ©/ /.ADD/ODD �/.DD i/ 48 ®m 11 01 m0DUO 1S mmDDmmDD00 ©D 62 m 8p6 m 6 3 = 4% 12101- m12eaDODD /D 72 m 7 3 5 6 S 3. 4 401u8406110m0 9 o e m, moo w Z - 1- V XO wr z 8 O ANCHOR TYPE 1/4"0 FEMALE "PANELMATE" W/ 1 -1/4" MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW 1 w \www \wwww ANCHOR SG. iEDULE FASTENER SPACING REQUIRED (INCHES 0 C 1 FOR VARIOUS DESIGN LOADS 3' EDGE DISTANCE NEG. LOAO (W) P.S.F. MAX. (SEE 431E 1) n � 2' EDGE DISTANCE w 0 CC Z � V X X W I- N 0 ANCHOR SCHEDULE FASTENER SPACING REQUIRED (INCHES O.C.) FOR VARIOUS DESIGN LOADS 3/4• EDGE DISTANCE ANCHOR NOTES: ANCHOR TYPE 114 W000 LAG SCREW W/ 1 -3/4" MIN. EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN NEG LOAD (W) P.S.F. MAX. (SEE WI 1) 48 62 72 92 210 SPANS UP TO S' -e" (SEE NOTE 1) CONNECT TYPE 12 8 5 11 10 12 12 6 4 5 3 8 7 7 12 12 12 4 Y' 6 7 12 1 12 12 12 2 12 12 12 12 12 3 11 8 7 5 7 12 4 4 7 5 5 3 5 12 12 10 6 6 SPANS UP TO 8 -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 12 7 7 12 4 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPAN FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE IN TABLE 1, SHEET 5. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. ENTER TABLE WITH THE NEGATIVE DESIGN LOAO AND SHUTTER SPAN OR THE NEXT HIGHEST VALUE SHOWN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL s FINISH OR STUCCO. 5. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 6. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 7. WHERE EXISTING STRUCTURE I5 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYW000 IS ACCEPTABLE ONLY FOR SIOE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF 2x WOOD STUO. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. 9. FOR BUILD —OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 10. FOR BUILD —OUT MOUNT SECTION UIC ANCHOR SPACING SHALL NOT EXCEED 6" 0 C. ®• DO NOT USE ANCHOR. 6 7 12 4 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ BY _ PRODUCT CONTROL DIVISION SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 7 4 FL Lien PE 0010' V.J. KN[Z +7 PROFESSIOKAL CR 6 6 6 6 ummommilike ct et a 0 O .c.N 1 A$ Noreo (a..I0es br cn.c ►:A >Y' EGEND A 0 R M CL ENCR ice 1 0 .30 1 6E (IU DENOTES WOOD FENCE WIRE FENCE NAIL PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLEAR ENCROACHMENT CENTERLINE EXISTING CONCRETE PROPERTY LINE I HEREBY C FOR1 H FaY ADMINISI RA SIGNED REGISTER' STATE OF misteamarnizi 2 t' x..,.st'C6) 1 - � ■ I a- 2E f-1 s;rg( 4- I N 14. 1 Cad t4,$0 23 03_ :'/ rx _ z x z (f , 1 Q CFF J I N[}SURVEYOR NO. 3411 _C •71 0 13, () 0 0 ij j n ,s 4OUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET A O OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 21HIt6 FLORIDA AliSUANT TO SECTION 472.027, FLORIDA STATUTES. d NOTES 1) BEARINGS SHOWN ARE EITHER ASSUMED CR PER PLAT. 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) THE LANO SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT CR OTHER RECORDEO ENCUMBRANCES NOT SHOWN ON THE PLAT. 4) N DERG ENT W PORTIONS NOT L F FOOEDLNGS, FOUNDATIONS OR OTHER 5) ELEVATIONS ARE BASED ON NATIONAL GEODETIC DATI:M. 6) FENCE OWNERSHIP NOT DETERMINED. 7) WALL TIES ARE TO THE F ACE OF THE WALL 8) NOT VAUO UNLESS SEALEO WITH AN EMBOSSED SURVEYORS SEAL 9) ONLY VISIBLE ENCROACHMENTS LOCATED. r. ss�s. •. _t. :�r..I..t:.1..,..I,.lc:s34' • . ;.0 I.. E A R D T. • I �.. ... .. j_.I 1 • ' . �$ 3 1 I { i px:. I't• • _ I• i• -• • . • .1: ; ... , la { t f r I, : `�.° g }�' . r .. :l. i ! ( (/ � - - -; { e. ' ,,„;.1-•.1-, `.. .ice �. .1 [ '.� . ' .1 : ' . ' � � . • ` I . lzl - ` ` i .J t` ° , j _' : e ' ; i 7 Community number: 120652 Panel: 0093 Suffix: G Date of F.I.R.M.: 1/20/93 Date of field work: 7/16/93 Completion date: 7/20/93 Flood zone: AE Base flood elevation: 8.00 Adjacent grade: 6.43 Lowest floor elevation: 8.21 Survey number: G -2395 Property address: 1286 N.E. 95 Street Miami Shores. Florida 33138 AND AFFILIATED COMPANIES • s T Certified to: Robert G. Barris and Veronica Barris; First Financial Title Company of Florida: Ticor Title Insurance Company; Colonial Mortgage Company. its successors and /or assigns. Legal Legal Description Lots 3 and 4, Block 85. of MIAMI SHORES SECTION THREE. according to the Plat thereof, recorded in Plat Book 10. Page 37. of the Public Records of Dade County, Florida. 7700 North Kendall Drive Suite 409 Miami, Florida 33156 (305)271.3655 Fax (305) 2714499 800- 227 -2854 Fax 800- 227 -2860 GENERAL LIGHTING - 3500 6Q FT. AT 3 WATTS / SQ. FT. La4TT8 10500 4500 APPLIANCE CIRCUITS t LAUNDRY RANGE 12000 DISPOSAL 800 DISHWASHER 1200 REFRIDGERAIOR 1200 DRYER 5000 WATER 14EATER 4500 SUBTOTAL 39100 POOL LIGNtNG 225 TOTAL 39925 FIRST 10 KW ' 100 PERCENT 10000 REMAINDER 1 40 PERCENT 11910 AIR HANLER 15000 -EAT PUMP 6000 POOL 2100 TOTAL 45010 45010W / 240V • 1818 AMPS ELEV. TOP OF POOL WALL 1.5 DEPTH OF POOL • 5.0 ELEV. TOP OF MA FNDRAIN 2.5 MIAMI DADE COUNTY FLOOD CRITERIA 6.0 ELEV. TOP OF MANORAIN 2.5 POOL IN FLOOD CRITERIA 35 LESS 2'0" HYDROSTATIC VALVE 1,5 SLAB THICKNESS REQUIRED 6 " 38 SURFACE AREA (SQ. FT.) 421 150 VOLUME (GALLONS) 12000 0„15 TURNOVER (HOURS) 4 22 PERIMETER (FEET) 90 DECK AREA (SQ. FT.) 451 "3 BARS AT 10 " CENTERS BULLNOSE COPING r3 BARS AT 10 " CENTERS ELEC. METER POOL HEATER 6 HP HEAT PUMP AIR RELIEF VALVE POOL FILTER, CARTRIDGE 150 S. FT. OF SURFACE AREA CEMENT WEDGE SAND BED POOL SECT ION 3 *3/0 TI4I4N 2" COND. r--- 200A DISC. NATURAL GRADE OR COMPACTED FILL POOL WALL INLET 3 "3/0 TI-114N + 1"6 THHN IN 2" COND. NOTE: FROM TRANSFORMER TO BOX (TYP) JUNCTION BOX: 300W: 2 3 10 THHN + 1 3 92 THHN 1504: 3 +12 THHN 154 QR 1004: 2 *14 THHN + 1 THHN ALL 1 '' CONDUIT BRICK PAVERS fi 4VER DETAIL NO SCALE in ANTI VORTEX MAINDRAIN MAX. SLOPE 1:1 NO SCALE 2004 HOUSE: PANEL HANDHOLD D T 4IL NO SCALE HYDROSTATIC RELIEF VALVE SET IN WASI -E0 ROCK BED ELECTRIC RISER NO SCALE TIMER I6 V TRANSFORMER JUNCTION RECIRCULATION PUMP 2 HP, 95 GPM AT 60' TDH SELF PRIMING *3 eAPS A; 10 " CENTERS *3 BARS At 10 " CENTERS NOTE: POOL PANEL LOCATED IN I1 VIC INITY OF EQUIPMENT. L M L Ep t (T WITHIN VIEW. 2"61414N +2"10T41-N IN 3 4" COND. 1 -2P - 404 I- ZP -60A PUMP SWITCH 1 -2P -204 LIGHT SWITCH 1 -1P -154 3 3 12 THHN IN 1 /3" COND. � 3 18 THHN IN 3 4" COND. N 1 + 4 (0��¢ iN fS� G4‘• 4 ll� 1 1 a Q L AP -SA fo o 1,v EQUIPMENT ISOMETRIC NO SCAL 3" 6 ICE ' I / 8PL UJALL SECTION ION NO SCALE NOTE: BAR SPLICE NOT RE' II.D WHEN FLOOR SLAB STEEL IS BENT INTO WALL. 6 14P HEAT PUMP 2 HP RECIRC. PUMP AQUARI TE_ 3 +'12 THHN IN 1/2" COND. NOTE: ALL PIPING SIZES 544014 ON THE EQUIPMEN ISOMETRIC 614ALL BE MAINTAINED TO FITTINGS. EXCEPTION: ALL INLETS MAY HAVE Ik' PIPE WALL PENETRATIONS TO NLET FITTINGS AND DETAILS ON THIS SHEET SHOWING OTHER SIZES. MIN. 15 SQ. IN. BASKET N 1 TURBO RETURN 2" SUCTION 3" •3 a 10 " CENTERS + 4 se' NOTE: P Qyire,, ARE CAF A CONCRETE DI`S NOT WIRE FROM THE POOL STEEL TO WI-ERE A CONCRETE SLAB 18 FROM THE POOL STEEL TO _ NG BARN THE PERIMETER FROM THE PERIMETEI4.6 T ELECTRICAL NOTES 4 t L ALL POOL ELECT ( 6HALL BE ACCOMPLISHED N COMPLIANCE WITH FLORIDA E3UJILDNG CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM WITH 114E FLORIDA BUILDING CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0' OF POOL'S WATER EDGE 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED 6HAOWING EXPECTED A8 BUILT CONFIGURATION WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, F NECESSARY. 5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO 114E ELEMENTS 61-ALL BE ENCLOSED N A WEATI- IERPROOF CGNTANER ALL PUMPS, HEATERS, PIPING AND RELATED POOL EQUIPMENT SHOUN ON THESE PLANE ARE SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. TURBO BOOST INLET SKIMMER SECTION NO SCALE PLUMBING NOTES: r DOUBLE BULLNOSE - I' -1' - -10 "-- 6" CERAMICS - 1 - 6 " - l3 3ARS AT 10" C/C STEP AND SEAT STEEL NOT REQUIRED WIRE FROM LIGHT TO POOL STEEL 1111-IERE IDED, PROVIDE A •6 BARE COPPER BOND THE EQUIPMENT TO THE PANEL. . DED, THE BOND WIRE SHALL BE CONNECTED H ING MESH CONTINUOUS TO 11-E 0 5 'ZEINFORC- FOOTNG. A BOND WIRE SHALL THEN BE CONNECTED THE EQUIPMENT TO THE ELECTRICAL PANEL. NOTE: BASED ON 11fORVATION PROVIDED 11418 OFFICE, THE EXISTING SERVICE 18 ADEQUATE FOR NE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. h ANTI VORTEX MA IND RA IN J f ON NO SCALE L ALL POOL AND EQUIPMENT PIPING SHALL BE SCI -EDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR CN MAXIM'? U-1 4'0' CENIERB WITH CLEVIB HANGERS. 2. ALL SUCTION PIPING SHALL BEe 2' DIAMETER AND ALL PRESSURE PIPING 11!1" DIAMETER UNLESS OTHERWISE NOTED. 3. POOL WATER DISPOSAL 1-1ALL BE IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REO.JIREMaNTB. 4. ANTI VORTEX MANDRAKE!' 614ALL HAVE ITS PLATE i ECURELY FASTENED WITH TAMPERPROOF SCREWS. 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP N ACCORDANCE WITH THE FLORIDA BUILDING CODE. b. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE U11T4 THE FLORIDA BUILDING CODE - PLUMBING SECTION 309 46 It PER - TANS TO 130UYANGY. 1. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL BE LESS THAN 8 FEET PER SECOND. 8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING 61-ALL BE LESS THAN 10 FEET PER SECOND. 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES. 3/ "x2" BULLNOSE TILE SEAT NOSING °3 BARB AT 10" C/C VERTICAL AND HORIZONTAL POOL AND SPA D ATA: SEE POOL SECTION FOR FLOOR BLAB REINFORCING SWIMOUT SECTION NO SCALE HYDROSTATIC UPLIFT NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS R • ALLOWS FOR WALL SKIN FRICTION OF 30 POP AND THICKNESS OF SLAB 3.5 � 3.0 Z> _I '& 22.0 _ 1 1.5 SOLID CONCRETE ADDITIONAL REINFORCEMENT NOT REQUIRED BULLNOSE TILE (OPTIONAL) 1' -4" h HYDROSTATIC RELIEF NOT REQ'D. 6' 12'_ 12 6" 8" 10" 12" 14" 16" 18" SLAB THICKNESS --12 "- DOUBLE BULLNOSE OR TILE 12' NOTE: HOSE BIBS Ill/VACUUM BREAKER REQUIRED PROTECTION OF WATER SUPPLY TO COMPLY WITH FOC 4242.6.6.5 1 4242.'3 DISPOSAL 10 COMPLY WITH FBC 4242.10 COVERS REQUIRED, PLANS TO COMPLY WITH FLORIDA ENERGY CODE 612J abc 23.2 WATER HEATING EQUIPMENT TO COMPLY WITH FB.C. 4242.14 SWIMMING POOL WATER HEATNG EQUIPMENT SHALL CONFORM TO THE DESIGN, CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE: WITH ACCEPTED INGNEERING PRACTICES MD SHALL BEAR THE LABEL OF RECOGNIZED TESTING AGENCY, AND SHALL INCLUDE A CONSIDERATION OF COMBUSTION AIR, VENTING AND GAS SUPPLY REQUIREMENTS FOR WATER HEATERS CONNECTIONS, ALL WATER HEATING EQUIPMENT SHALL BE NBTALLED WIN FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER PER FB.C. 4242.14.4 LOAD CALCULATIONS '4 "x2" BULLNOSE TILE SEAL NOSING *3 BARS AT 10" C/C VERTICAL AND HORIZONTAL SWIMOUT SECTION (ALTERNATE) NO SCALE STEP SECTFON NO SCALE 11/2" AIR VENT iv 2" JET /INLET LINE *3 BARS AT 10" C/C OPTIONAL 3 /4"x2" BULLNOSE TILE NOSING ON STEPS AND SEAL �+3 BARB At 10" C/C SEE POOL SECTION FOR FLOOR SLAB REINFORCING 6AM a PU1zE 46 M SUCTION 1 � 1 „A e `' I i i'" HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED POOL. SAFETY DEVICES: A8 PER THE FLORIDA BUILDINt': CODE, THIS POOL AND /OR SPA SHALL BE PROTECTED (AT THE OWNER'S EXT-'E.NSii.FROI LNAU (HORIZED A(CCE66 N ACCORDANCE WITH ONE OF TIFF FC.I.LOWINC: L A PERIMETER FENCE SHALL BE LOCATED AROU'') THE POOL U i IL IZING A PART OF THE HOUSE 48 A BARRIER THIS METHOD, AT NE OWNER'S EX1 SHALL REQUIRE COMPLIANCE WITH ARTIV,LE 4Z42J1 OF THE FLORIDA BUILDING CODE. ACCESS THROUGH 114E B.4RREP SHALL 3E THJGI- PELF CLOSING, SELF LATCHING GATES COMPLYNR 111.114 TI-"^ AIWA: ;NDFCATED ARTICLE. IF A PART OF THE HOUSE 16 70 3E LUG A3 T1-1E BARkIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO NE POOL ‘')HALL BE EQUIPPED WITH AN EXIT ALAFT1 COMPLYING WIN UL 2011 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND 16 EITHER HARD WIRED OR CO THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE UJARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALAFS1 SHALL SOUND it MEDIATELY AFTER 114E DOOR 16 OPENED AND BE CAPABLE OF BENG HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALAF31 FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL DE LOCATED AT LEAST 54 INCHES ABOVE NE THRESHOLD OF THE DOOR 2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO NE WATER NE NET OR COVER SHALL BE IN COMPLIANCE WITH A6111 FI346 -91. 3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 INCHES N WEIGHT SHALL BE INSTALLED AROUND NE PERIMETER OF THE POOL PREVENTING ACCESS TO 114E WATER FROM ALL DIRECTIONS. NE SAFETY FENCE SHALL BE PERMANENTLY NSTALLED AT ONE END WHICH CAN ONLY BE REMOVED BY TOOLS. 4. A COMBINATION OF THE PERIMETER FENCE AND CHILD PENCE MAY BE USED TO PREVENT ACCESS TO NE POOL PROVIDED NE CHILD FENCE I8 INSTALLED IN COMPLIANCE WITH ITEM 3 ABOVE. STRUCTURAL NOTES: 1. ALL POOL CONCRETE SHALL DEVELOP A MNIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P61. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE: PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. NE DESIGN CF THIS PROJECT WAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. 5. ALL REINFORCING SPLICES 51-1ALL BE 18" IN LENGTH UNLESS OTHERWISE INDICATED ON THESE PLANS. 301L NOTE: BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK MID SANDAPE ADEQUATE FOR NE DESIGN BEARING CAPACITY OF 2000 P6F. HOWEVER IF DURING EXCAVATION, CONDITIONS ONER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. NO L BOND WIRE TO POOL STEEL 1 /z" NON METAL IC CONDUIT TO JUNCTION BOX 2 .3 BARB ACROSS NICHE CA rC? OF LWEGT COPING, YARD OR DECK, WHICHEVER 16 HIGHER POOL WALL STEEL NOTE: BOND WIRE TO BE SECURED nom IMO TO STEEL WITH APPROVED CLAMP. _ II CLAMP TO BE ENCASED IN DECK SLAB OR CONCRETE BOX PROVIDING MIN. 3" OF COVER AROUND CLAMP f M LIGHT BODY UNDERWATER LIC HT DETAIL NO SCALE VENT LINE LENGTHS: 1 HP OR LESS PUMP ■ 30 FEET It2 HP PUMP • 40 FEET 2 HP PUMP • 55 FEET 213 HP OR LARGER • 14 FEET VENT LINES DESIGNED TO PROVIDE RELEASED IN 3 SECONDS OR LESS AT A MAX VACUUM OF 4.5" Hg. PROVIDE SCREEN MESH AT JOINT 4 VENT D E T,41 L NO SCALE sN,EE 2 1,- wcA ' 11( t4 rpEER AUG. 20, 2004 NOTE= ALL PIPING SHOWN ON THESE PLANS IS TO BE SCHEDULE 40, PVC -PW, NON THREADED, NSF APPROVED. PIPINCs SHOWN AS CURVED 15 FOR LOCATION PURPOSES ONLY. ALL PIPING TO BE JOINED WITH APPROVED FITTINGS. SOLAR INLET(S) 19 A PRO1-"Rli.ETAFPY NAME GIVEN BY THE POOL COMPANY FOR FLOOR INLET. ✓NEEr ,\<\%6 ea 14.01 QUIP NOTE CONTRACTOR SHALL VERIFY ALL SETBACKS FROM PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN THE MINIMUM REQUIREMENTS, EITHER BY OU1IER OR BUR -ONG OFFICIAL, THE ENGP ER SHALL BE NOTIFIED. POOL REOUIREMENTS: SELF- CLOSING/ SELF - LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON-CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY 48" TALL CHILD FENCE LOCATED A MINIMUM OF 20" FROM POOL'S WATER EDGE Nit 200A O.H. SERVICE c‘ `,;{ 51.`10 d c, N.E. 95 STREET 12522 SITE FL1A "16.48 METER PANEL SEWER POOL FQ11P I'6 "x6'0" SWIMOUT BULLNOSE COPING SOLAR RETURN — "1' -10" "(' --R4'- , • PLANTER BRICK ON SAND DECK 0 DRAM WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE PLANTER EXIST. SLAB EXISTING RESIDENCE FOOL LAYOUT 1/4"•1'0" I•2" VENTS LOCATED A MAXIMUM OF 50 FEET FROM MAINDRAINS +12" v 4 -4 gn v S AL ts d) AUG. 20, 2004 PAre 4 e AFER R.E ER L END OF SUFvEY �SREVIATIONS .... AIR CONOITIONI.NO C.B CATCH BASIN C/L .. , .CENTER LINE P.0 POINT OF CURVATURE P.O.B, POINT OF BEGINNING W.M WATER METER p B ,T BOOK M MEASURED p, .r'ROPERTY UNE CONE ..CONCRETE v . , . UTIUTY POLE F.D FOUND C ••••, CALCU'ATED CL•••. CLEAR ENC,,, ENCROACs —NT FIP, . , , FOUND .1-N PIPE O.H... , OVp' CERTIFY TO: Manuel A. Rivero dl Lourdes Rivero LEGAL DESCRIPTION: Lot: SEE LEGAL Block: Subdivision: According to the Plat thereof as recorded in Plat Book: Page: Public Records of MIAMI -DADE County, Florida. ADDRESS: 1286 NE 95 STREET MIAMI SHORES, FL Encroachments Noted: LOCATION SKETCH SCALE: NOTES: A) All Clearances and /or encroachments shown hereon ars of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. B) This sunny is Intended for mortgage or refinance purposes only cxclusl,nly for this uss by those to whom it is certified. This sunny Is not to be used (or construction, permitting, design, or any other use without written con sent of Thomas J. Kelly, Inc. C) Code restriction and title search ors not 1-s fleeted on this runny, D) This flood Information shown 1141-11911 doss not imply that the referenced property will or will not be fns from flooding or damage and does not create liability on the port of the firm, any officer or enptoyse thereof, for any damage that results from reliance on said information. E) The lands depicted hereon were surwyed per the legal description and M claims as to ownership or matters of title ors mods or Implied, F) Underground Encroachments, if any, not located. I hereby certify that the sunny represented hereon meets the mininwm technical atan- dads set forth by the Board of Land Sursyors In chapter •1517 -6 Florida Admini •tl+s Cods pursuant.' d • 472.0 , a 1 es. A. PER E A, P,5. 6 M. 44858 ATE • FLORIDA NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SURVEYORS'S SEAL NOTE5 1. If SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT) Z. IF SHOWN, ELEVATIONS ARE REFERRED N. G,V,D 1929 S. THIS IS A BOUNDARY SURVEY. CBS... CONCRETE BLOCK STRUCTURE O,U,L, ...OVERHEAD UTILITY LINE P.C.C. , , POINT OF COMPOUND CURVE RAD , , . RADIAL P.O.C, . POINT OF COMMENCEMENT R/W ...RIGHT Of WAY BLDG .. BUILDING SEC ...SECTION C.H CHORD DISTANCE SCR ... SCREENED D.E DRAINAGE EASEMENT S,I.P. , , , .SET IRON PO E F.H FIRE HYDRANT MK ...SIDEWALK R RADIUS U.E CHLF NOVO . , . NATIONAL GEODE • IC VE?TIC)1L LATU� I - is • to PRC , , , POINT OF REVERSE 'URV T RE UTILITY EASEMENT CHAIN LINK FENCE A U Fl .006 ZONE: AE Sheet 1 of !/THIS I5 A FLOOD HAZARD ZONE _ THIS I5 r JOT A FLOOD HAZ/,RG ZONE PANEL NO. 93/J COMMUNITY #: 120652 DATE OF FIRM: 07/17/1995 3A52 FLCCD: 9.00 FSNt5H FLOOR: N/A LOWEST N/A A DJ G4tADt: LEGAL DESCRIPTION: LOTS 3 AND 4, BLOCK 85, MIAMI SHORES SECTION NO. 3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. AND THE WEST HALF OF AN EXISTING ALLEY LYING EAST OF AND CONTIGUOUS TO THE EAST BOUNDARY LINE OF SAID LOT 3 IN BLOCK 85 OF MIAMI SHORES SECTION NO. 3, ACCORDING 1 '1'l-IE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, BOUNDED ON THE NORTH BY THE SOUTH RIGHT OF WAY LINE OF NE 95 STREET (A PUBLIC ROAD) AND BOUNDED ON THE SOUTH BY THE SOUTH LINE OF SAID LOT 3 PROJECTED EASTERLY, SAID LINE BEING THE SAME AS THE SOUTH LINE OF THE ABOVE MENTIONED PLAT, SAID LANDS CONTAINING 761,53 SQUARE FEET. THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS - MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX DATE FIELD WORK 07/15/2004 SCALE / 'SURVEY NO. 1" _ 1 Q 0 04 -4212 • J c— o 0 o e 0 N 1 • /' 3,3 r C 12, 4.0 X C 1TE 2e ns N.F, 95STRFEJ 9 12,do 10,°L\ ) 5' • • ll 3' 0 L -r 4 N 21 PIN-i -tAi l 12522 ( S' -o (r), 0 • L !'- , "V N rf) I 4,8c2 V 13 � � • � ∎ 4 - .. 1 rrz • 1 D j 0 r o r -'M 2 STd fZY r + REyip '4 N 1 No, 128c .a 14.9 Pi 22,Zo zz t LT I00. p0' (07,62 L.1 H I a 52, vo' 1 C' CH.L F. Go ►1G , Su1 K- • • 09, 80 5 L.F 1 '71 11. L, rb I f R 1.r THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS 8125 5W 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX Q' 1/4„_, o X FO. NAIL D F I4 O O,RK S 1 " , L D 1 StJ VEY NQ, 1 Z 1 F*, P %L hl o s b LEGEND OF SURVEY ABBREVIATIONS A ARC DISTANCE C CALCU'ATED CL, CLEAR ENC, . ENCROACHMENT FIP , FOUND IRON PIPE 0.H.. , . OVER HANG P.B PLAT BOOK P/L . , PROPERTY UNE UP . , UTILITY POLE A/C .... AIR CONDITIONING C.B CATCH BASIN C/L ....CENTER LINE P.0 POINT OF CURVATURE P.0.3 POINT OF BEGINNING W.M WATER METER M MEASURED CONC .. CONCRETE F.D FOUND CERTIFY TO: Manuel A. Rivero dl Lourdes Rivero LEGAL DESCRIPTION: Lot: SEE LEGAL Block: Subdivision: CBS ... CONCRETE BLOCK STRUCTURE O.U.L . , .OVERHEAD UTIUTY LINE P.C.C. , . POINT OF COMPOUND CURVE P.O.C POINT OF COMMENCEMENT BLDG BUILDING C.H CHORD DISTANCE D.E DRAINAGE EASEMENT F.H FIRE HYDRANT R RADIUS According to the Plat thereof as recorded in Plat Book: Page: Public Records of MIAMI -DADE County, Florida, ADDRESS: 1286 NE 95 STREET MIAMI SHORES, FL Encroachments Noted: LOCATION SKETCH SCALE: NOTES: A) All Csarancaa and/or encroachments shown hereon or 4 apparent notes. Fans ownership by visual mean. Layal ownership of fence not dstemnlnad. B) This suray Is Intended for mortyapa or refines puryoses only sxcluslIly for this uss by those to whom it is certified. This suety Is not to bs used for construction, permitting, dupe, or any other use without written con- sent of Thomas J. Kelly, Inc, C) Cods rutriction and tins search ars not reflected on this survey. D) Ths flood information shown hsnon does not imply that the rsfsranced property will or will not be fns from flooding or damage and doss not emote liability on the part of the firm, any officer or employee thereof, for any domago that results from reliance on said information. E) Ths lands depicted hsnon wars surmyad per the !opal description and no claims as to °wnarship or mottsrs of tits as mods or implied, F) Underground Encroachnxnts, if any, not located. I hereby certify that the sway repruanted hereon meats the minimum technical stan- dards sat forth by the Board of Land Surveyors in chapter. 1E17 -6 Florida Admin thee Code pursuant ict • 472,0 � . - a 1 u. A. PER A, P.5. 4 M. #4858 ATE • F FLORIDA NOT VALID UNLESS IMPRINTED WITH AN EMBOSSED SURVEYORS'S SEAL NOTES: 1. IP SHOWN, BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT). 2. IF SHOWN, ELEVATIONS ARE REFERRED N.G V,D 1929. S. THIS IS A BOUNDARY SURVEY. \ \l b NOVD NATIONAL GEODETIC VERTICAL DATUM PRC ... POINT OF REVERSE CURVATURE RAD , .. RADIAL RAN • , ,RIGHT OF WAY SEC , .. SECTION SCR • .. SCREENED &LP. , , , .SET IRON PIPE SWK , , .SIDEWALK U.E UTIUTY EASEMENT CHLF CHAIN LINK FENCE FLOOD ZONE: AE 1/THIS I5 A FLOOD HAZARD ZONE THIS I5 NOT A FLOOD HAZARD ZONE PANEL NO,:. 93/J COMMUNITY #: 120652 DATE OF FIRM: 07/17/1995 BASE FLOOD: 9,00 FINISH FLOOR: N/A LOWEST N/A ADJ GRADE Sheet 1 of LEGAL DESCRIPTION: LOTS 3 AND 4, BLOCK 85, MIAMI SHORES SECTION NO. 3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. AND THE WEST HALF OF AN EXISTING ALLEY LYING EAST OF AND CONTIGUOUS TO THE EAST BOUNDARY LINE OF SAID I 3 IN BLOCK 85 OF MIAMI SHORES SECTION NO. 3, ACCORDING 'I'O IE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA, BOUNDED ON THE NORTH BY THE SOUTH RIGHT OF WAY LINE OF NE 95 STREET (A PUBLIC ROAD) AND BOUNDED ON THE SOUTH BY THE SOUTH LINE OF SAID LOT 3 PROJECTED EASTERLY, SAID LINE BEING THE SAME AS THE SOUTH LINE OF THE ABOVE MENTIONED PLAT, SAID LANDS CONTAINING 761,53 SQUARE FEET. THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS - MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX 1 DATE FIELD WORK 07/15/2004 SCALE / SURVEY NO. 1 = 1 Q 04 -4212 0 0 E . . tm-z.►6i 28' be (07.,62 LII -+ITS of P 5T" STRFJ 2t P4-I -uJ SHEET 2 OF 2 0 125.22 ' (FA) (�) -o "(11::. 1 X7.60' (M ) -3 0 J \ {- N� 13 a pt-, / V N I [ \[)3 rrL. I4,S, ��TE d.. \% M t3, �' � I� F3Rt ' a ..--0, , Cam+ ; 2. ' i R r-: ', n' ,i f RESIP 4 C- N ti ' i Pb, 12 8 c� a " _ id.95 14,8? Q f r() pi, �e�la z;tr THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX FD, NAIL DAT� I FISt{D o WO,RK SCALE 1" - 40 SURVEY NQ 04 — 4- Z 1 Z I ' I 4 CFM a" SR 567(903• ELEestRJ v/0/ is DIMENSIONS *.L s 11 WEIGHT 1133. REMARKS CPM 1.5 (FM )( tawc5,1W 1;50 :=r-evi 2 -4-- ews7" Z AMI uN1t .', NOM. 1014, NOM CFM 800 A/C SCFIEDULE r .t.to FLA ••••••••••••••• KW IIP O St iV 1 1 3 1 019 9 151. 0 / 0 1Q 6E rA '1 4. V 8 s G IF.At • FA 800//24400 •••••■•••■••■•• wEIGRT 0 tlECT sEriviE V9LIS EER Italia COOLING - 16• DB HEATING - - 10* DB OUTgArpg SI' DB - 1.03 45' DB F_ECQNC2LTIPA5jarErl PAL NOTES: I DUCTWORK SHALL BE 1 L2 3 POUNDS PER CUBIC FOOT DeNsirr FleeRGLA66 LIATI4 VAPOR BARRIER LINLE6$ oTHERuarite SpeciFier7, DticTWON‹ SHALL aff FABRICATED AND INSTALLED H ACCORE>ANCE WITH MARPACTURP-R6 SPECIFICATIONS AND AOGCRI NAG TO •ASHRAE" AND "t MAGNA etANDARD6. Duct DitierieioN6 ARE IN INCHES AND coRRE5POND TO INSIDE DIMENSIONS WIDTH X 14E1614T. DUCT SYSTEM WALL COMF1.,Y WITH 'NFP.A` ST ARE> NO WA AND/OR WS. DUCTWORK AND co1rao4T5 ALL eE C SS 1 MATERIAL IN ACCORD WITH U,L. 181 TESTS. 7. COORD11-4ATE LOCATIONS, SIZES AND OPENINGS UMH on-4eFt TRADER ON THE )00. A/C CONTRACTOR SHALL PRovIRS THE COMPLETE DUCT SYSTEM AIC CONTRACTOR I314ALL USE T&40 ee5T CTICE0 OF THE /RACE IN THE FABRICATION AND INSTALLATION OF THE SY TEM. 3. DIFFUSERS SHALL BE SELECTED, LocATED, ANC> BALANCED IN ORDER THAT THEY DELIVER THE REInE) QU CFM TO THE ENTIRE RO0I'l EVENLY AND RRAFIT FREE TO MAINTAIN THE FOLLOWING RESIGN CONDMONS: RELATIVE 1-kiMIDITY ,20% TO 60% 4. ALL FAN I.NITS, MOTOR& COMPRESOORS, arc. WALL ee ISOLATED, AS REQUIRED TO OPERATE QUIETLY SO THAT N9Q8JECTIONABLE SOUND WILL SE HEARD IN THE 1-4AF3ITAaLE 5PACES DUE TO AIR VELOCITY, MOTOR 1V1, VIBRATION, OR MECHANICAL MOVEMENT. s. A/c 6TOTEM SHALL 1-4A\ CLEANABLE AIR F LOCATED Aa REQUITED FOR EASY AcceeflialLity. 5. A/C SYSTEM WALL ae CONTROLLED E3Y 114ERMO8TAT. MOUNT • THERMOSTAT 5•-0" ABOVE FINISHED FLOOR U.ON. 1. ALL GRILLS AND DIFFUSERS TO as ALUMINUM coN5TRUCTIal. DIFFUSEF29 84-IALL WAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GAex,e're• ON ALL GRILLES AND DIFFUSERS. TITUS OR AIREGYIDE FINISHED COLOR BY ARCHITECT. uNRERcui DOORS AFF, AS INDICATED. ALL REFRIGERANT PIPING SHALL BE COPPER - TYPE L - ACR TYPE, DEHYDRATED AND SEALED. ALL FITTINGS SHALL BE WROUGHT COPPER ALL JOINTS SHALL BE MADE WITH I41G14 TEMPERATURE BRAZING ALLOY OF NOT LE66 THAN 54 SILVER PIPING INSTALLATION NOT LE68 THAN 3/4' THICK 'APSIAFLEX". LIQUID AND SUCTION LINES SHALL BE 512'e ACCORDING TO EQUIPMENT MANUFACIURER'S RECOMMENDATIONS FOR EQUIVALENT LENGTH Of PIPING RUN FOR CONNECTED TONNAGE. ALL PIPING ACCESSORIES SHALL BE CONSTRUCTED AS eOGGEOTED BY EQUIPMENT MAMPACTURER ALL PIPING WALL t3E EVACUATED PER GOOD PIPING PRACTICE BEFORE START-UP. GUERRERO/GONZALEZ ENGINEERS, INC. Mktael C. Guerrero, P.E. Mocha* ai Eng. Ue. 015235 Athol L Gonto41. Eiroctrical Eng. lit 011057 11420 N. Kendal Dr , SuNe 200 Miami, Florida 33170 At (305) 596-8525, FM (305) 598-9077 • 8PtU CoLLAFI DIFFUSER RIGID FIBERGLASS DUCT (R-6) INSULATED FLEXILE DUCT GLASS (Ft-6) 1 1/2" POL/ EINELENE JAcKet AND IEEL WIRE REINFCRCI14 TYPICAL DIFFUS ER CONNECTION DE TAIL NO CAt. . 0, s xf it Fet Q a r APP4OV CO BY: SCh \V‘ SCALE: 700 Ni. 94th M Floida OrtAvi iv Or Rinosto I t „ ( 7 e8 PLU FI>CTURE SCHEDULE MARK TRAP SIZE FI UNITE Nor WATER COLD WATER we 3" 4 - 11 LAY l i " 1 "2" 11 51-1 2" 2 "2" i, t1 5K I I/2 It 2 1/ 2 11 u_t 2 4 l/2 11 DU1 I SW 2 " 2 " _ NB _ _ _ '"2 �� W/vALVE 4 VAC. BEAKER TUB 7. 2 ,, H 11 �P Z 1° 1 1, " 11 / 7 4 EEtucet$ . rgetoir.t t l Q1t,v ay - M me.. =., 1 GAr! VAL VC T YP. \ tt � o`'!4t -- / / \ \ / \ / \ / / CONNfdC T ro$"3r 3" sAN. PIPE TNRIJ ESC /5T FRAME PAR T/ TI ON GUERREncyogNIAL gNa INE EAS. (NO. • bt4r4.4 c C acres P... Meavokei ��ost 114 Q.t� Ken 4. 5 16 2 k X1 s 2) FAX 305 .G4? _l1, e vri T om. SAJ■i/ 4 py p/ aEp p/AC -Am edlOv DESCRIPTION TOTAL.: PANEL cox >'»► r's C/B TRIP LOAD 1 WIRE CONDUIT 3 i 4 - J "3 Ott e; Nil 94th 'getrN fanki, Ft tId 1r G� ER,0 /GON t.EZ itiOOR ANO .' *Nei katEg. Otts2 ;• . oi tow- 420 ,lw T ,,,fA.$ t 9-9917 M C REMARKS ,.)ocO6,r et 0 12V/4 NOW c'l G c 'r 2,4 •SNP Ri "jOC.d rg ax/ ,/Na cwr5 isieW P 'A!' TO AdAke ROOM poiq NEW C /,& 29.4 kWe_4o /4 x //• 7 2/ 77KW (9 /A) cWP (ME TAL ) i4 2 "c Nor6.5 (ad) RE'LOCATE'D FROM PNL " " 3 # 3/0 (cd) LOAD T/1 L/L4T /ON A/C (NL - A PNL "A" ' l' /47A Fr. M!N• N O T ' 3 L 0 a• P UNDA T /ON 5 TEF_"L NOT AVA /LA8LE r_ EX /3T. 31,3/0(6U)- 2 /"c: ----o 4 4 rf /{'VN(co) lad NO re PNC l I E5 e ex15T. it 4'/'C - -'�' A/c frxi.s7.) f(c..5 `' !o �T CoPP6 - RCL A D c3'RJMI ROO TRI5ER L7 /46RA M N• T 6. ALL PANEL3 ARE AO JAG'E'NT ( "EW) r--- -1 aT? 40 • AI c NO.1 - 24 A -4 12P40 A/C /1/0 - 32A 5r AMPS • r . � v � z a � f i 3 . ., with 31.M W ; ,O. 1 O 4 N, ` vi . '` 1 � 1 ► si IY � b a 4 1 . ! 60. , t • 3 r § s '�" < a •$:'_' a. r .r •: s ?7i./f I w . , t {' • ante , ttrfor Fat. Aj o a o L tt C settc 1 {.yR # � . . � � Y Y.� YX y k 7 � k 2 1•- � 4 4 E k � { � � ' r •� y�Y_ � r ad �; , e" .. �s j,�, '�.,, §cam � � 6. � , - .1 ,„ e _ - t r � Y n � � :Jd r •.k.. � �3� a ",fs. � 9 Y a �` , r . p ' At•OeXt-.0.2 tt- L . :2;x6 i,itAkt - 42( AAbi., . --------' - .00111 c4.1 )02 49i oirtyr-t-A0 :14 > iirvfo-it-7 6itZ-(44 gAt• r U 1 64,11.16c.41040, reti oA Gro. r A i to - 45 r- (_, ff r‘ L Kitorh, .<21-1 V.45i en-d) - Att..f1Mil) ,C411•■•••■■•■•■•••••■■•••• .31 6) if" 10 214X ° P44 I.Ao A ritgolt41034 IVerat)( toilepiLGIctil • - 14160 44)erli_ AK1p Zxto c(r, sk-AEI,.cu;) uctUV iv-411 . p 1 --- L4a1z ys-.) roe- air 05(. litows4 kAt. 14 661404 u-Amiv i.x.•) fiNui kyrItAr pLA) Arktiv..0 410 ccoomarr putoti VI) ri-tw 14, rvil . 111.0_, liA101 rovelo tp4 ‘A+re,,tq' */ c)7>< zia,41-ittof.A31144e-fro-, e->omp-1 • 1 j CiV-11 , r— i1/41-1S7 IN!"-VA) A440 ki3pHit4 , rie WIqc.:0(A) IL 1 f. vie)f) P,M rgAt4t, j '1 ! \ta 1 , r-)1104 e.atutorhismiz cht-iNccTeot‘i rt-priolArli,*4 r Oda- 0,0 ' a . ervqw_Ae..TaL. - 27 - 17.--bc? qtit4t., la hop Arik. (444- , i1:1:4:vrpir? Aid Si !.!\ (4) xt ,e-tvvat uPir 4' o" 1)Job Art-k:) ire.40 ie14ic-44 rk,4y/T _ 00, - MK I ii , 1 4 111 - _ 5 4t4 . 0 1° 7. 44- ` 1 00 4 Ix awl ti e, 1/0110.4, Woc)o. Pr6l41, IN HIV.? WOO ,71 IJ 7t : IkU/ 1-1tv.0 it-is.1Ak6 b / •ci■-.44 r41 4iJj 4M) 11 "Id°, ILJ - • f4! ._ %.4)/ melt t f fte-r. A tVe-C4 ij 4A-1et4 Vmmi 1. ha . rL - 1286 Ng :5 h i i s ffa t Ftorida 41tti g tree Nie k APPROVE') BY : AR 9015684 ORAVYN OY P-44 .tv. Pe Schwartze ‘. 700 NE 24th Street Mhiui, Florida. ) REVISED pwi ti t 1 I Lv.,\/A- A r;isvj_id_ owi.) --� ��- - k1l I ' 1 ` — 4 rtd cA1D 17avttl -- 6p& 0.- 1 t t' i-Atit.1 u xi:1124H Agenifti Ff.e _ ; t1I l,,i4 t✓ • 14 I1-$- r2M @ wb. /TUNJ A■D _CMItJC . woo JG1c -J�A .r., ( IyL " - 4' MJ t=tpItg. ,04, o r. 2 /A-0 11QI• kAlIt1/411 S wooP MATT t E 'er; i11NJ +. W t1r -tk) FI 0ki f&•_1 /ok a '/4" rM � o r -gib X41 pa Lift-). (it, FF '4 _ rAwi ,a) r.) 1 Q' 314- L Hoff • Ar)3ete-414'71, E' i-f ir.,LVit, AID T 4i1 iv' -/) p- , 1" 1rt., (Z EA u1 )' SIC h "D, e, uttiic AJ.j)r. SCALE: r Aa W Vu a) AP I O l� 1ti "i wIt• t?.41 �1 1-, pal r u• -> � 4) 124E801 ru vi A Ji i Of- eA -� 1 I4J cA 4's-J . \ \. • Mtwgat /Uarris Residence 1286 NE 95th Street Nlianii Shores, Fllgrts a APPROV EO BY : kt rAi p L-,v rA J4' : 2 - va,i -ra p.,Z eottive 1e °RAW N BY REV 15E0 r *C �I> 4vartxe.•Arch1 ct; N , 9h ;$tr et 1 mi, FtOrdt4 1 V,VATTaki. .14 10.1to ii4 KW9 l'Wft• mcbb ccr; . i lmor, - 1re1 <, cm , $ 1 6 , Wc? fAe4) A14 r f I I loco rt4.11(1., pfu4sr A.n? fr. kwoopAtio., ot.i 1 -i T1s2 , D FA Woo r9Cic-tr4 E%tx)14.-- 63 v , 4s L !• - HL :t , 4 ;II T a t/4 fl t' -;', - -- -. r Ili: 1 ,Up-r' i lwAp pfe-v-itt, . ihi ,ee .. i . i \ r . 0 1 .- 4 1-(arAW t.-4)/ \ , . --- 4: -)4z .% r - -- H -------.\woor-TY_It4 - - ,,t4i-ie 07).4tAWD) _/_ . 2._12, , ;:-te., , q, t7f,TE171A-.5) „-?- 1 ., ; (■ ; --) _ t! L _ • rift 1 E,kz az 4 9 ? ti At; EL-1 4`. I ritot4 vi&t4i tptr., rtobt,r7 t4ur ? ritAt-.41 raAir - wcr.) ri4 ox.v_ ;)/Pt-ce) -To r9t0-,tok; cicAp_. jr) ' icrio rv4rf0 .T •-•.3,14o(1, pI uipM. \„kil rrr) cAt-2 • - i 1 1t 1 t--4- A02 1 1 ft -- r 4 Abeiti 4 0 1,, 11 ' ro il SCALE: DATE - tf_.. , CrqgLS4/‘) 1 At-Jr vpoL) kw tkiii.14 It4 0,1! N1 Ai ttf.. OVA% E-1M Iofh: 1 r,r2e\iirDrE, ML T Acc.49.-14-,?-4tv, (6eigt;ceh, Px • t?-sticc;1., 14-#4 (4l_o0.6 Mungai /Dards Residence 1286 NE 95th Street Miami Shores, Florida APPROVED BY: DRAWN BY REV i E Petra C. Schwartze Architect 700 NE 94th Street Miami, Florida (305) 758-0469 AR 0015684 7 7 1.... ORAWAS NU M BER trellrAY, cptuvit, ac11tk2 14 1 - !.' -4- 1 ,44-e:AtA, - Lte—/ WVOS (z)1 [2 r,A 1 p '"1 41 r.,409/- 114 Ditl Atoll o 0}.IUr. 12 _ / 2-ht, - -1 L-Acg 0!-= YAM'S FI 4 0.04 t il • • - ! - . 1 1 1 " - t --- T" 1 • --... i l■ VII i r li ji i; L______i___ L - 1 ,c1.1 t91Ap7 1A':- ?2f2 !ft/ 014 ./A1G. 7 1- it 1 , :a 4 1.•■•••■•■• I/ r Ar.)c 110 4. (1.01.42 t ; , ! -..- , -- j7 1- i i .111).-- __..t.-.1-...) ...i . _ t- - I ! — 0 n<1 0 • • r - 1 _ (614pL,Ace.:Taz_. ho„ 4U- pAI I r eo r-12& wccb 7?-47,1/t? . it-(1 ,71/ ' D 1 ■111 •. 1 b* t. st re'iv (g-/k. -} 1 Pi (e-..A.--) - - — SCALE: DATE: - Hip to - r rOge+ - c-Ei 614 - 'Th qc Wili0•1-44 14.4A LA.11401) 1 44n0 _L1i.Vi r APPROVED BY: -Ar23 V -270 ,,A ItkoelLopol 1},cu ir __ P217 I-4141141 - h, R- Lc4L 0.,tte:-)(,FiwcAtu FlivaAnold i14 mkit:x4/, .17001■1111••■••■•11010, Niungai /Barris Residence 1186 NE 95th Street Miami Shores, itorida F DRAWN BY REVISED Petra C. Schwartze Architect 700 NE 94th Street Miami, Florida (305) 758-0469 ' DRAWN() NMESEFi AR 0015684 A‘ Ortigt at: 0,4i) [ 'A K A M t 4 - - I L-1 f q kit k 16./ tzvJATII4 0%tivliti1/2)r) (1-irtAAJ Vill-1 COAL Sfev f') : - J11. 0',1r4 o) trg-fiN-1-1 - 10 ir).41r.f.IP) 01.11:r t \- 1 ' J s — • L wit,m7Lolkw- 1-IPA kAilt-IvoAt--) re' - ti.c1 P \, • A ..„ 11_ 0 1 - r L - tr - 6-7V44 r ift,) ' 14. • -# - 11 , '. 1 1 I •, I t• it . • , . II 1 ___ •• _ II I I - , . _ . ili - —L._ t.:- — A 11. -...- sAt..0 ' - 2) 10 C..."0/1 P Afri S. GII0 2-01'7 1'2ft fAST T 44' . 1=s t ; M -1--- ! q i--- T --- IT, --7 ,......, .' . -. -H. i .,;:i __, 1: i - , 1 IP i i i 1 ' : 411 t- A 1-- _ - =,..,-, ,.... _ ' 11 Tir 1, , ' 1 -rfityy - pLe- . - • - 4 - F il r 1 --- 4 II H 1 ,. : . 1 , i 11 • • \ 4 h•eicrl 1 1 Air, •PLItile-0 e ./e 1i - .11 • t" '1221 7.1_71 'r j 1 rIL.241 rif.J ott LOX. ( liikli A C ,01,.!(,.. e-21.442 - `. 4 .. - )1141cfre-t ri Ali rpri, tr.-tiAllit rAtA-ot) li:t4Iert1 ICAT W-P- r - -- 1-fr Iteor 9J try, (1 1 - I ) 1 1 Mki 101-1410 1 V111 114 oF6-1'1 o-virtf,p, p...);1011. riA74-1 Mb 2epAiri., frtitril . - V41e j 'i . virMaNO J D HAr r4 SCALE: DATE: - i oFfm,, w2 v1 — 14A i 'FEX !VT ' JK. - i - P FNfc-fi 6 1)01-1 ( 31.1t1) 1/ r19r PkIE-51 ti - C= I X-41-4.0--#4 • (, _ f f vralTIL _ _ . T r-4—v 4 >L Orr-0-' 0- .)tA14 -- .0x 6 0_ ‘2,) s•A 1 1- at 1iwi:A.64r) . Mutigailliarris Residence 1286 NE 95th Street Miami Shores, Etoritia [APPROVED BY : Petra C. Schwartze Architect 700 NE 94th Street Florida (305) 758-0469 AR 00 foi Yr_ _ ) 15 4- DRAWN BY REVISED rifi.rof riftL. _ ORAVV NUM EMI:, A.5 • Painted GYP- ad Paintoi On. 134. CO ' ..4 • ■••.; . . _ See bolo% • - V , op,n"s in tre,14 Vii,n4ow COOPIAZ, 60 i Vfooi4,. 1.0qated e stat ut*• veal! num hunf 0 are 44410 L Lae' • < „I' • • ' - kP foe At\tr? ite-ovit::00fpt. 14e4;\I ittiz tett*IP u ruy H latztg-itt 24 itk.■ 5lt-4 - b1 1 \Alf 417134kris gestdence th Skeet Miami Six) re's, itwida v go : oftAwtlev wartz.e .4k 00teci. tx0t Miaini, Ftorao (%5) 7 . • „ -;" t A • DEMOLITION NOTES CON TRACTOR TO COORDINATE WITH OWNER REGARDING ANY SALVAGEABLE ITEMS PRIOR TO DEMOLITION. ANY ITEMS INDICATED THAT ARE Of SALVAGEABLE CONDITION ARE TO BE &(OUGHT TO THE OWNERS ATTENTION SO THAT THEY MAY B>x RELOCATED PER THEIR DIRECTION. ALL EXISTING EQUIPMENT AFFECTED BY NEW CONS TRUCTION SHALL BE REMOVED;RELOCATED, VERIFY LOCATION WITH ARCHITECT. CONTRACTOR SHALL ME, PLUM, ANO REMOVE ALL EXISTING PLUMBING PIPE LOCATIONS AND ANY OTTER MECHANICAL ITEMS SG AS TO PREPARE AREA TOR NEW CONSTRUCTION. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT TO DISCONNECT, DISMANTLE, REMOVE, ANO SALVAGE IN THE OISt OSITION OF DEMOLITION INDICATED IN THIS CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO EXISTING STRUCTURE OR EQUIPMENT CAUSED BY THIS OPERATION AND SHALL NOT INTERFERE `hfl11i EXISTING STRUCTURAL SYSTEM. HOLES OR OTHER DAMAGE LEFT BY CON MAC T oil SITALL OE REPAIRED BY CONTRACTOR AT HIS OWN EXPENSE. UPON COMPLETION OF DEMOLITION THE ENTIRE AREA SHALT.tE CLEANED OF ALL DEBRIS AND PREPARED FOR NEW CONSTRUCTION. EXIST CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO REMOVAL AMOR REWORK0N0 TO CONFORM TO NEW PLAN AS REQUIRED. Tit GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES ANO SAFETY LIARRIERS AS REQUIRED BY WORK INCUUOING OUST CONTROL MEASURES. ALL CONCRETE SLABS SHALE, BE PATCHED SMOOTH ANO PROPERLY MADE FLUSH ANO LEVEL 10 RECEIVE NEW FINISHES. CONTRACTOR SHALL PREPARE ALL EXISTING SURFACES AND CONOITtONS AS NECESSARY TO RECEIVE ALL NEW WORK PER THIS SHEET AND SHALL ALSO EXAMINE At FLOOR CONDITIONS ANO VERIFY ALL OIMENSIONS BASED ON EXISTING CONDITIONS AND SHALL CONTACT MCI MITEC f FOR CLARIFICATIONS OR INTERPRETATIONS AS NECESSARY FOR A C.OMPLE•TE JOB. r . CONTRACTOR SHALL VERIFY ANL) COORDINATE ALL ROUGH OPENINGS FOR SCHEDULED DOORS AND WINOOWS. ALL QAMAGED WALL, FLOOR ANO CEILING FINISHES SHALL BE PATCHED ANO REPAIRED AS NECESSARY TO RECEIVE NEW; TO MATCH EX13TltI(3. Drawing List A -1 Site Plan and Notes • A - 2 Notes/Schedules - Partial -F irst Floor Plan-and- Patio-Roo f)Ittr 1 3 Second Floor Plan/ Schedules A- 5. Exterior Elevations A- 6, Exterior Elevations and Section A Interior Elevations A- $, Interior Elevations / Details A- 9 Miscallaneous Architectural S- Structural Firs) Floor and Details S.- 2 Structural Second Floor Framing and Roof Framing Structural Details and Schedules S-4 Structural Details Second Floor Plumbing Plan and Riser Diagram P- 2 Plumbing Schedule and Notes E• , Partial First Floor Electrical Plan Second Floor Electrical Plan E- 3, Electrical Schedules and Riser Diagrams l 'a 0-00r- e cp 1 •-iI G. APPROVED BY: AR 0015684 Ntung,ti Mattis Residence 1286 NE 95th Street Miami Shores, Florida DRAWN BY REVISED P Ora C. Schwartze Architect 700 Nf 94th Street Miami, Florida (305) 758 -0469 DRAW NO NUM Al 1_._L._ - _ r NEVI EJL.•OGK MALL - T ,1 - . _.- ... r J. L 1 • IS, . • • v • • - RIM s-- - \ I NEVI FILLED GELLS�, ct,'•4'4k; p tic f7c /LL /fr/rj., /A 6,ivc r6,4* et:;1dr (1/ 4010004°4 > 1 1 f rr — 4— 1 • - •.•••••••"'"7tiliti..3t.`•;;;;:i7 - ; . 4',..At.";i:L'i71£.i.-;•,`;';.£'4.-.:".;' . " ;; .• 77 "'•- 77- £ ,. " ] "!"';••°: 2. . , ""...f.' 11. ?".;£ 4 " , .. 11114)), ■•• t 1 [ - - - - LEIS= -1 (f 111 44, /A/ ?) -1 iL. Hr t„I(_;;) t -tzo kec,0 .0 p-rr 1 V 4 --• (-9;1,2 - IX! 1'015 T - Ce/4445:</*-1/lia.CP2 01, Pat • 7 / 7 4e/- 5 .15e - f, a Aer?,) 2o c d' c . 4- 6 ity2 2jf \44:z-ir-( tJ •(=ri"--k) • \ 64 X I4 i r - pf)671-i svi.. - r'- 1) '/3* r `,/ 6)641 kiLl-) 91, JA-L ( -rve xr• le2)a/ Airlt - n ? el e-2 - -7- r Go, iod • NA0-2 fA--1.;1jr2. L. ‘t [1.1 ie 01 4- 1 erfr'r"*"•rAN K = ill 2 ■A,A101 J/1. io 1 • h ir 14 f.) : c4144 10 11 Tt i p .5 VAZIRI & ASSOCIATES, Structural Engineers ()coign. Inspection. Sqpri Marina Dikes 4000 S.t. 74 Court Miami. Florida 33155 Office (305) 003-5317 , Faz: (305) 687-5083 ) 11 c. IFIEVISIONS FL1 Y ••11e4511111 "41 o`sA *a tt TECHNICAL (MADE PRODUCTS VAZIRI & ASSOCIATES, INC Structural! !neater, Design. Inspection, Snperviaion Marina Likes 4404 $.!, 74 Court Miami. Florida 3915a Office (305) 643 -5617 taE (305) 607 -5083 f E VIE31Ur1E3 F3Y 1 611 - tr-r 1L 1 l frei --- — - •Z �« � A M or 74.io A1;;of 1'4$- 17`' _....... _ ___. _ r ..__„_______.-___ =.7 ---- : - . - .i ! __ = _____- ;; 4111• --- --- ........1 U � ' r - it:›ApetI r 1 1 1 I. - -� . __.._.........___� ;.„ r 14-644. kA 6tC k.gt0 (6) g, )4.4 ../,tr A A • ca I I CZ `) > I t t el 4' verf .r! cAL. '' , �I ►. ,, 0 040 ii YEIR:11e&L. ifoe, e:7 Pik/, Foy. /ea d' . elp 9° toe ci6nt 4Ytcee.' I11, [.o SITE PLAID '41 #N 4rlu.' 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