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A v=M FIN ▪ ,-■ J'V ✓N:A_L AND FL OGR SvR =AGE 48 CLR • ," , =LNOT ON BON r I I POOL WALL SECTION SCALE: 1/2 " -1 3' _R 5 SPA BENCH DETAIL `.� SCALE: 1. 2 " =P-0" w ¢ •RDCP n Nc` sN , J 5:N .ETA- P.PC 3LF PORT _E5 CQi ✓EN N`O 3` =4k -/ 2 3 EN-ER --- iN F_cce WET NICHE LIGHT DETAIL NT S. NOTE_ F 00R AvD vNA_L5 �A EE6 N �O`CRETE ?VG BOND xj 2 3 3 3, ✓ =R_ SA_ R�N3- / MJ�N -, JN - 3" e;,T FQ.AMI; 3 n� ..Le 3 yg 'rv,P N ^A to n A PLO ✓EO '> o_ OON .. - N5 1 • aNC�eF�— TO N E ER QOI,ND ✓1 G�:.vP �, N 5 - EE- POOL — vN ATE V -0" 1' 0• 6 6I �I !2) POOL STAIR DETAIL SCALE: 12 -F -o" 30' -0• 4 1 ssrma, \ 1-'DROSTA- . / JE J { PIPING LEGEND I D. No. DESCRIPTION 1 SKIMMER LINE POOL MAIN DRAIN VACUMM LINE SKIMMER LINE SPA MAIN DRAIN 2 ,2 - °. H 4 - L = F2 -1L T YT 5' -0" L 3 (A _OivER Af e .AQUATIC ENGINEER G I N E E R I N G CONSU AQUATIC E N G I N E E R I N G CONSULT 151 u�sL_C Z' :. =rg 3?s= i-'1 i T A T T )=:� 2 -;P A.2 x323" E N T ST.A3 _E,ND' _ CR 3' 4 8= .__a:T 20C< .ND 2E EN POOL PROFILE DETAIL N T.S. 8'-8• SIZE C FUTURE WATERFALL LINE 1 1/2• 8 9 POOL RETURN 1 1/2• AIR HYDROTHERAPY JET 2• HYDROTHERAPY JET 2• SPA RETURN LINE 2• 2 1/2• 1 2 00_ L:2 A _E_ ,JEINER%'_ N E 13 ;;, 3P_1 00 SFT SAR'R'55 4 000 3 -E AT �1P 5' P A S /N C�EG V .A.— E rE t i 1 I ■T 2? 1 4 3 r' 9 5 SPA mope 3 7 -,F AT A 2 ` FLOW DIAGRAM POOL & SPA (1) PUMP SYSTEM �R N A '2 N TS. 'AA'E2 :vP =PA eea soy: urloc T BEST DF ;;LE_ ANL 3E.JEF. " -E F N. ,rw�n,ry E: • •E SE �4 M> '.l V� .F , SRMS S',41,AFU >E T THE .;u1L:> EL LU(. ' `GE ▪ E CONTH C _R kA.L BE Ei; cn_,BLE F.,R ,E,ST N■S • :,AENGS,S. . = E.. ^ , -c cV' T _ris =RiCR TJ FE irk OAF THE NGRw,L,yyD r.0 -r THE [ i^.E ER nT jr■TE E AV AA: sE:.LI .'.E 5SF L' rP_ - _N "�,E.r . AOC- rArER R 3'STA.N` / ONTRASTiN2 - LE VOS NS ON LEAD'N2 EDGE 4 1-8' - j: POOL SW1MOUT DETAIL sCALK _Q �F Po ol ,N,a 3A;c ° _000- CR,TER A- o 0A2°_ COLNT" 7p °LOOD AP 120 33 l E . "b At 30 OF E_ 2'3 A6 ' -.ivy GU eP b ^_ A 2,r 2 .^ A \ T'P PCN C. ` „ 2 "G ° 5A NOTICE TO BUILDER " PROJECT NAME COLNT"_ •_O ^O OQ7. ELE✓ArON x3. 3 H ;R - ,. ,• POOL rJ-i.L E_E JA ON POOL '. OP 2 - rL'e ✓3 - ?* O PP.33.3.2P PO vA_ ✓c: - 2O RE3t TT F2.26.E 3LPb • 'CNE3.3 fEOD • 5A 3,4 E v%A 3 E2A: rv, F. xT ▪ 4= POOL ELECTRICAL SCHEMATIC N.T.S. KIMBERLY rERRE RAS RESIDENCE 3 -7REET M A'1, ✓DE TLOf ^4 21 x3 3 3 /ER'— x3 3 ANTI- /04. '-A N 0.RA UPLIFT DATA 2 -3 0!2.2.ND aE 2 - 3 3 22 2.00 c" POOL 00P1N0 SPA GCFiNS TO A`CH FOOL 'AFELE 3P �1 -- _AP S-�E- 4`; SPA POOL SECTION - , SCALE: 1'2 " -T'-0• 'NOTE � R SERS IN 3°A N0- TO 2 ELECTRICAL LOAD SUMMARY PANEL A A GENERAL LIGHTING LOAD • SMALL ARP1J ANCE 2383 S,F, 30PSF• 7,149 •3000 WATTS= 18149 WATTS B. FIXED APPLIANCES' RAP IGE REFRIGERATOR DISHWASHER WASHER DRYER WATER HEATER DISPOSAL DOOR MICROWAVE SUB TOTAL • TOTAL • DEMANO FACTOR CALCULATIONS PANEL A & B FIRST 10 KW a 100%. REMAINING 42.349 WATTS Vj 46%. C. NEUTRAL LOAD LIGHT NG, SMALL APPLIANCE, ANO WASHER = F IR$T 3000 WAITS x41100% - REMAINING ' 8649 WATTS ® 35 %. RANGE x 70% • DRYER X TO% OTHER 120 V LOADS • - i r_J14 ' 7' 7 1, ud11r ' LIC. BLDG. GC)NI RACTOR C'BC 057303 LIC. POOL CONTRACTOR. CPC 057335 3600 9. STATE RD 7, SUITE 4368 MIRAMAR FL, 33023 PH. 305- 219 -9791 SUB TOTAL • POOL HEAT PUMP 1 AT 100%. POOL PUMP 1 AT 1009. POOL/SPA LIGHT AT 100%• AIR BLOWER AT ?00 %• r JOB No eCA EE R SK 03-2 T P A ''A e , CAC . A rv. M` -11 FOOL 12,000 WATTS 1.000 WATTS 1,200 WAITS 1,500 WATTS 5,000 WATTS 4,500 WATTS 900 WAITS 800 WATTS 1200 WATTS 38149 WATTS 8000 WATTS 2900 WATTS 400 WATTS 2900 WAITS 14,200 WATTS 52,349 WAT1 3 10,000 WAITS 15,939 WATTS 28939 WAITS 10,000 WATTS TOTAL LOAD (4 DEMAND FACTOR= NC OR HEATING AT 100•= TOTAL CONNECTEOLOAD= 38,939 WATTS/240 VOLTS • 154 AMPS SERVICE SIZE • 200 AMPS 11,649 WAITS 3000 WATTS 3027 WATTS 8400 WATTS 3500 WATTS 5000 WATTS 1OTAL NEUTRAL WATT 3 • 19,927 WAITS/240 VOLTS • 83 AMPS 2rE1- a Ad,AOA E. SE 'o 5 533' E`,6 4110 3 n T2" A /E M'tNM FLORIDA 7LP1 P E'e42F 415 vC DR,k WING NUMBER ;t SNP 'O r A_L — eE NFc; Ns N:' -'L ° r�,F SWIMMLNG POOL 4&; 3% '2' �P' LL✓`;AY °9 CG'�FEe ROUND To ��vo NoTCe 62 O.ND P i u i ✓R T� FDI1._ pANE_ O4 / t / %s- _OGAT_ ' NOT _ c.e/ O� NtOR , ORE --� POOL DECK —° 9,61' ,PAVES ON S->hDi EXISTING ROOF ON TILE — DEOO -DR,4i N �ANGY HA/N.A AN POOL AREA PLAN 1/4"=1'-0" AQUA r,� s Gam, litt AQUATIC E N G I N E E R IN G CONSULTA.N'fS 0E _ IJ L I Iti 3, ��` - .02 „`G rL_L, 1 XY e ' EL. +10.11' STEP 0 _A.N`x 2 E BES F L,R N E` •1 .�. uE R V. E S. A NOTICE TO BUILDER .:E NE) ALE +rF„H 1 '€ 3Z C. J 'r THE E kiC4 E1 .nry .:Ac E D C ti'.r S 'RIR - 0 7,E v0 EN Dii,cE , G L k En E INCA .471: PLAN LEGEND UNDERWATER 12 VOLT POOL LIGHT POOL = (2)150 W SPA • 100 W GFC1 RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATERS EDGE. =CVGE .53Y 0 - 4 5 RS' ° ERA AtiENT A,NC -G2 =O o — a5 FE2 3G` GN ..424 r/ 2 ' PROJECT 'ME: KIMB PERREIRA5 RESIDENCE D;6 ti° 'b SSE' Au SHGRES FLOR!CA DIVING BO ARDS DECK JUNCTION , /- DR BOXES G FORMING SHELLS -- J POOL STE B EL DECK WATER �� REINFORCING, CIRCULATING EQUIPMENT I t” P UNO d MOT WATER FIXE HEATER (0) METAL <• 5 FT COMMON BONDING GRID DETAIL N.TS. COMMON BONDING GRID PERMITTED TO BE: . STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER WALL OF BOLTED OR WELDED METAL P004.. . SOLID COPPER CONDUCTOR NO. 8 OR LARGER cf- r,4,eDv,p�D '_AN 3:'4 - L1C, BLDG. CONTRACTOR CBC 057303 L1C. POOL CONTRACTOR. CPC 057333 3600 S. STATE RD 7, SUITE #36S MIRA.MAR FL, 33023 PH. 305- 219 -9791 J SCALE AS Sf1OWN LADDERS 0'4 =f =T'cN „7, HAND HOLD DETAILS JOB No. e., ° EE ' 5i 5 FENCE METAL DOOR FRAMES, ETC, < 5 FT :7PJ- ,A'43:4;4 , E. °QOFESooA-1a QE3 Vc &�e.- � .. rL EN5'-EER A�;w^•YF,:v -��G5 DES Sh 4C S t '"^p AVE 4 444 C4:F'f. Of F ¢OF 415. 40 L3 :7F£L.A 7 DRAWING NUMBER / — 1 / / / / I r rt� 1P PODL o °A2 I.D. No.I DESCRIPTION SKIMMER LINE 2' 2 POOL MAIN DRAIN 2 1/2" ' VACUMM LINE 1 SKIMMER LINE 2' FUTURE WATERFALL LINE, 1 1/2" POOL RETURN j 1 1/2' AIR HYDROTHERAPY JET r I r B : 8 HYDROTHERAPY JET B SPA RETURN LINE i SPA MAIN DRAIN PIPING LEGEND I SIZE 2• ' 2" 21/2" 1', AQUADYNANKS - A Q U A T I C awup, hibr, E N G I N E E R I N G CONSULT .A N T S // // / // // // / / / / // // // / / __/ '2 AN'' °N "RA.P ..N' _ENE iN P ^, AX F N S N0 , EXyEE::: aJ Fr FT' PIPING PLAN 1/4 " =1 -0" NOTICE TO BUILDER , E ME5_ ,r JAR EDS'E G 3E E�. ''E ^n'ar.EC 1 E3E ',1rF:,kws' 'nE i'rvLS- ,�LS - 3E" �ry THE FL�Po�> EqTG _AGE y " -E FJN'fiwt;T�k ,h s_ iE 'E SF •_M1;,KE F.:R L En NS { � � E . 4 T E�� 'Erz Jr F N [ 4 F ; ' i E • > _.F , >f.:L t,IPLC .n y - a;�� PROJECT NAME: PIPE SIZING FLOW CAPACITY (10FPS) = 60 gpm 2.0" = 100 gpm 2.5" = 150 gpm 3.0• = 220 gpm PUMPING FLOW RATES a 60 TDH 3/4 hp = 55 gpm 11 1.0 HP= 75gpm 1.5 HP= 90gpm 2.0 HP = 95 gpm L. 2.5 HP = 115 gpm 3.0 HP = 140 gpm BASED UPON STA -RITE MAX -E- GLASS II SELF PRIMING PUMP .� ` ✓EN` _ N ANTI- VORTEX MAIN GRAIN ASSEMBLY 3 MINIMUM 1 FACE TO FACE DECK AREA IN LINE PIPE ECURE PLACE TO AVOID TRIP OF ZARD 1 , ANTI- ENTRAPMENT VENT LINE DETAIL NO SCALE KIMBERLY FERREIRAS RESIDENCE 'JJ6 ''4E •'TCEE" =1 _0Q �A PLAN LEGEND JF L NE) P Erte ��LE Si.'FT'ON NE PVC. SGHE2 LE VENT _ 'NF. �O NE -AP°yD P. PE `^Ax /E_20 '- i0 =, ° .S. 40 N5P A°p�D. P. PE �Ax 5 _00 = ° s 40 NSE APP' /2 ANTS -vOR E AS_EI- v 2 YAG N6 W ITH ./A L2 coVER c 0 L:: A:i NS NS= APrRO JED J QFA _ EGi c¢ E EYES A_ _ A,,LSTAB_° SP A 2E1 = HYDROSTATIC VALVE LIC. BLDG. CONTRACTOR C'BC 057303 LIC. POOL CONTRACTOR CPC 05'335 3600 S. STATE RD 7, SUITE P368 MIRAMAR FL, 33023 PIT. 305- 219 -9791 21/2''I" JOB No R.11< a EE - - Gx 5 0 A TA3:4:A VENT LINE 2 1!2" PUMP SUCTION I POOL DUAL MAIN DRAIN CONNECTION DETAIL N.T.S );'E1 — A,FE. FE950+.A1. aF> ss 1% /'. EN6 4.1:7 ' yr +p AvE "� hu ° _JRL - A '%EP ''¢OC. RE5 40 EBOQC:4QA DRAWING NUMBER 54 EXISTING ROOF ON TILE POOL LAYOUT PLAN 1/4 " =1' - 0" EXISTL\ G RESIDENCE AIlE124300N LIC. BLDG. CDNTRACTOR CBC 03'303 L1C. POOL CDNTRACTOR. CPC 057333 3600 S. STATE 10 7, SUITE 0768 MIRAMAR FT, 33023 PEL 305 - 2139'91 • Mummy mos Dam GPO Ix A Q U A T I C E N O I N B B 8 I N 0 C O N S U L T A N T S Yy gag Y Yll VlJ I2 G d Mfa AVJAHIgli Vv1N(>.lww FII,.DROgA 9 �JG eMin M7-(#474 glig43 BARS -1 PAX A& 103M4 * at E A • NOTICE TO BUILD II A RC MST OF 0R IOCILDCE AND BELIEF. TIE *CA- WTOR DONT/J D OR TNESE CC.FJRIeS A M STNCARDS SET IN M 1LJR4A BI.CPUW CCCE TIC O.H TRACTJt lU1L eB REPCrt4at FCR KRIFI R ALL CT"D601. NC 'MD Ch1310 PRIOR A M START Ci IK rJi4 A1D NOIF MG DE ENCREIA, AT ORM OF AN'I AA ALL UtRoFS, 06CREr AN?ES. IRREWIATET, CR URCS PtRIAtAIRi A TIT ` SuDYssgtL CCWLTIN ? M PRGECI tO CATFD. PROJECT NAM& RJCAC DRAWING NUMBER SP-2 t 2 3 4 5 8 GENERAL NOTES AND CONDITIONS ALL FLOOR 8 WALLS OF POOL TO BE PNEUMAT)CALLY APPLIED CONC. WITH A MN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S,I. ALL REINF. STEEL TO CONFORM TO AS.T.M. A815 GRADE 80. ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. IN All CASES, THE POOL CONTRACTOR SIt 41 TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SI CAIRN() ANCOR SHORING, OR OTT1ER METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES, THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK ARLA& ROT PLANS NOT PREPARED FROM LEGAL SURVEYS OF 171E EXISTING LOT AND RESIDENCE ARE SO INDICATED POOL CONTRACTOR SHALL VERIFY AU. DIMENSIONS IN T5E FIELD AND ESTABLISH LOT LINES. IF NECESSARY, POOL. CONTRACTOR AN00R OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRIJCTKNN. CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD ANO SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERA., HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE. 7 ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES I 51527 AND 51529., AND F.8 O. CHAPT 424.2.17.1 - 10 8 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL. OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED, THE WALLS SHALL BE IN GOOD CONDITION, NO1 PERMITTING ANY SHIFTING OR REMOVAL, OR LOOSENING OF THE SUPPORT NG 9011. AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SMALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED BY THE PROPERTY OWNER WHEN ExCAVATNG FOR THE POOL, THE SEAWALL TIEBACKS SHALL NOT BE CUT . WHEN DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER IMMEDIATELY FOR FURTHER INSTRUCTIONS. 9 THE CONTRACTOR SHALL BACKF ILL POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BAC$F!LL SHALL BE PERFORMED WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12 INCH THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 909E OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER 10 WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECK DESIGN SHALL BE BY OTHERS, 11 DO NOT DRAIN POOL UNDER HUGH GROUND WATER OR STORM CONDITIONS. 12 WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR HYDROSTATIC UPLIFT PRESSURES MUST BE ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, ANO CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL. 13 THIS PLAN REMAINS THE PROPERTY Of THE DESIGN ENGINEERS. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. 14 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE FB.C., 2002 EDITION , AND ARTICLE 680 N.E.C, 2002 EDITION. ALL BONO WIRES SMALL BE PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR ER4LL INSURE THAT AN ELECTRICAL BONGING INSPECTION I5 CALLED FOR AND APPN0' 0 PRIOR TO PLACEMENT OF CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS D{RECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOx IS PROHIBITED. ALL METAL PARTS IN THE POOL AREA N ADOITION TO ALL METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS CONTAINING METAL WITHN A DISTANCE OF 5 FEET FROM THE POOL WATER'S EDGE, SHALL ALSO BE GROUNDED. 18 19 15 POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) 48 CONTINUOUS COPPER WIRE LOOPED AROUNO POOL PERIMETER LOOP SHALL BE GROUNDED TO PANEL VA POOL WALL STEEL, DECK REINFORCING, ANC PUMP MOTOR CASING. 18 FILTER BACKWASH SHALL COMPLY WITH THEFLORIDA BUILDING CXOE. 2001 EDITION. 17 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH RORIOA BUILDING WOE, 2001 EDITION. TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAx1MUM WATER TEMPERATURE 00E3 NOT EXCEED 102 DEGREES FAHRENHEIT. UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF UNDISTURBED SAND ANO LIMEROCK A BEARING VALUE OF 2000 PSF HAS BEEN UTILIZED FOR DESIGN PURPOSES. 20 THIS P001. HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENT S OF THE FLORIDA BJEDING CAGE, SECTION 424. BARRIER REOUIREMENT OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED 6 APPROVED PRIOR TO PLASTFRIr4G OR FILLING WITH WATER SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 424.2.17.1 •427.2.17.10. SAFETY FEATURE REQUIREMENT (Fl_ STATUTE 61527 8 61529, 8 F.B.C. SECT. 424) IN ORDER TO PASS FINAL INSPECTION AND RECEIVE A CERTIFICATE OF COMPLETION, THE SWIMMING POOL MUST MEET AT LEAST ONE OF THE FOLLOWING REQUIREMENTS RELATING TO POOL SAFETY FEATURES: 1. POOL SHALL BE EQUIPPED WITH AN APPROVED SAFETY POCK. COVER; OR 2. AU. DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FT.; OR 3. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A SELF CLOSING, SELF LATCHING DEVICE AND WITH A RELEASE MEQtA NISM PLACED NO LOWER THAN 54 94. ABOVE THE FLOOR OR 4. THE POOL SHALL BE ISOLATED F - ROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE FOLLOWING POOL BARRIER REQUIREMENTS 0. BARRIER TO BE A MINIMUM 4 FT, HIGH ON THE OUTSIDE; b. BARRIER SHALL NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS , PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT WILL ALLOW A CHILD ACCESS TO THE POOL; a BARRIER SHALL BE PLACED AROUND PERIMETER OF THE POOL ANO MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE SURROUNDING THE YARD UNLESS THE FENCE, WALL OR OTHER ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE PERIMETER OF THE POOL !S BEING USED AS PART OF THE BARRIER ANO MEETS THE BARRIER REQUIREMENTS OF THIS SECTION. d. BARRIER SHALL BE PLACED A MINIMUM OF 15 IN. FROM THE WATER'S EDGE. et. ALL GATES PROVIDING ACCESS TO THE SWIMMING POOL SHALL OPEN OUTWARDS AWAY FROM THE POOL AND SHALL BE SELF C10511 G ANO SHALL BE EQUIPPED WITH A SELF LATCHING DEVICE, THE RELEASE MECHANISM OF WHICH SHALL BE LOCATED ON THE POOL SIDE OF THE GATE; f. BARRIER SHALL NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT STRUCTURE, EQUIPMENT, OR OBJECT TO BE USED FOR CUMBING THE BARRIER 9. WALL OF A DWELLING MM SERVE AS PART OF BARRIER IF It DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE ACCESS TO THE SWIMMING POOL. >D NLRB 3E°02E D, 'N5 .. 00' - O gl lvs�.N0 5TATF_ )F FLi2!2> Ee iOliT2SE =�> EROG< 3 -5A5 N.T. AQIIADiMANICS Del GROUS, V . A Q U A T I C E N G I N E E R I N G C O N S U L T A N T S EN 5' 4 b x 3' GONO�E`5 vary 5 ,,o02 ENGE P,]1 R 11 p OO`. 0 P ENO'. 200 A r0.5E E 5' ELEG'¢ ¢ E x' S- , NiEsG R.^.IivD P�JrNER SERI ✓ GE Fx >T GONG s,A9 E L,N_ ExsT $AN -.ae�- SEsvF¢ - .NF Ex 5- zoning Approved 1 ir DECK Ee 5 ^¢iER Eti'T ti5 ■/2F 2N TLF I I NOTICE TO BUILDER 2 00 IW t.fl.thslq: ILNWIVIi� olAl iN `�i _ATION NOTE' o� 5v.ST NS ASPHA 5E iF p D 2 N5W 3 5E ON :,'�PAO _G 5A _F DECK PAVER DETAIL lC 'r E ANC 3E EF �E u4 .c ,E_ JN ' UR .m ry r. ; NC,k4...; IN THE V LL ,K .GIG E�CUN TRACU. 't dE ' 3F0 d E FU R .f F NC ALL E t •.r J ELL CNC RCP T THE UT>k' .,F w_kr WC n iF r'I T',E ENUINE R. *A > _ EKk,iV', it:V.Y>"'_Ei. RREl4 S :F+ _ ry P. S PE' nNG • *'.E �. ::nl' CF THE `( C 'i Vr T F.= .RKr^oaY A Ex B 'tiS G^,E 5TH' G3s ¢Fjl rJF\( C - E_ • 3 45,P- AKcK NS N.E. 96Th STREET SITE PLAN 1" = 20' -0" LEGAL DESCRIPTION THE EAST 10.00 FEET OF LOT 15 AND ALL OF 13 8 14, BLOCK 91, MO,MI SHORES SECTION N0.3, ACCORONO TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10 AT PAGE 31 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. PROJECT NAME: 49'•0' 45dY E 5 '. A, KIMBERLY ERREIRAS RESIDENCE 136 NE ao c:EET M'HM `�rGQE: rLGe'.A POOL_ DATA CHART POOL SPECIFICATIONS: Pod Shape: AS SHOWN Maximum Length (FT): 36'6" Maximum Width (FT): 24'-0" Deep End (FT): 6' -0" Shal)ow End (FT): 3'-0" Pod Area(SF): 554 Pool Perimeter(LF):109 Pod Volume (GAL): 18,697 Turnover Rate(HR): 2.9 HR Interior Finish: FLA. GEM Waterline Tile: 6" Tile on Steps: NONE Tile on Swimout YES Coping: STONE COPING Pump Size (HP): 2.5 HP Filter System: CARTRIDGE Inlets: 5 2' Vacuum Line w/ Safely Lock 1. 2. GENERAL NOTES: 1, POOL MECHANICAL EQUIPMENT ANCHORAGE HAS BEEN DESIGNED TO COMPLY WITH F. B.C. SECT. 301.13 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE EQUIPMENT SLAB. SEPARATE SLABS ARE NOT PERMITTED FILTER/ PUMP / HEATER ANCHORAGE DETAIL N r� ) TA I Iu a./ H LU :: %''dr'Cl LTC. BLDO. CONTRACTOR CBC 057303 LTC, POOL CONTRACTOR CPC 057335 3600 S. STATE RD 7, SUITE 4368 MIIRAMAR FL, 33023 PH 305- 219 -9791 ,1 ( JOB No. e.,:tK .t ;:.EET 03 -2 -03 AE '4 S -EE7 OF l CUStomer.KIMBERLY FERREIRAB Address: 1038 NE 98 ST. P.O. #: Job #: 1 Phone: Legal Description: AS SHOWN !, Building Department MIAMI SHORES Rear Setbacks: 7.5 FT Side Setback: 12.5' Other Zoning: NONE Fitter Size (SF):200 SF Maindrains: 2 ONE E ;v E Automatic Surface Skimmer. TWO EL.F - c_osIN3 N b ;ELT •,5 Underwater Safety Light: (2)150 W, 12 V, SAM LIGHT Electrical Pod Hookup: BY CONTRACTOR .1 ry Patio Finish: PAVERS ON SAND Patio Size (SF): 869 Dock Drains (LF): Fence: AS SHOWN Pool Miscellaneous Items: 1.114,000 BTU HEAT PUMP 2, SALT CHLORINATOR 3. WATERFALL W/7 DECO ROCK(HAWAIIN MODEL) 4, COQUINA COPING 4 "x8 SPA SPECIFICATIONS: Spa Shape: AS SHOWN Spa Size; 4' Spa Area(SF)40 Spa Perimeter(LF): 25' Spa Volume (GAL): 800 Therapy Jets: 4 Spillway Jets: YES Underwater Spa Light 100 W SAL COLOR LIGHT 1 Heater NONE Spa Controls: NONE I Spa Miscellaneous Items: Spillway Opening (FT): (3) 12" Glass Block NONE Spa Raised: 12" Spa Turnover Rate 5 7 MIN OFEL. A 'AEC ''C+A OrEL;A'4132 LA FE. , R2rE:5.21v, RE -; k :557a G. ✓I_ E' i¢ 491.A2 ':A"^IG5 rh5 °Sf+ ::eY i"IG 4a0 n '2 AXE. DRAWING NUMBER SP4 GENERAL NOTES AND CONDITIONS I ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 2 ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. 3 ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 4 IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND /OR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 5 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 6 CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE. 7 ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES 515.27 AND 515.29 ., AND F.B.C. CHAPT 424.2.17.1 - 10 8 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL, OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT . WHEN DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER IMMEDIATELY FOR FURTHER INSTRUCTIONS. 9 THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE PERFORMED WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12 INCH THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. 10 WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECK DESIGN SHALL BE BY OTHERS. 11 DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. 12 WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL. 13 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. 14 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE F.B.C., 2002 EDITION , AND ARTICLE 680 N.E.C., 2002 EDITION. ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING INSPECTION IS CALLED FOR AND APPROVED PRIOR TO PLACEMENT OF CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM THE POOL WATER'S EDGE, SHALL ALSO BE GROUNDED. 15 POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR CASING. 16 FILTER BACKWASH SHALL COMPLY WITH THEFLORIDA BUILDING CODE, 2001 EDITION. 17 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, 2001 EDITION. 18 TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. 19 UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF UNDISTURBED SAND AND LIMEROCK. A BEARING VALUE OF 2000 PSF HAS BEEN UTILIZED FOR DESIGN PURPOSES. 20 THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE, SECTION 424. BARRIER REQUIREMENT OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED & APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 424.2.17.1 - 427.2.17.10. SAFETY FEATURE REQUIREMENT: (FL. STATUTE 515.27 & 515.29, & F.B.C. SECT. 424) IN ORDER TO PASS FINAL INSPECTION AND RECEIVE A CERTIFICATE OF COMPLETION, THE SWIMMING POOL MUST MEET AT LEAST ONE OF THE FOLLOWING REQUIREMENTS RELATING TO POOL SAFETY FEATURES: 1. POOL SHALL BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER; OR 2. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FT.; OR 3. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A SELF CLOSING, SELF LATCHING DEVICE AND WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54 IN. ABOVE THE FLOOR; OR 4. THE POOL SHALL BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE FOLLOWING POOL BARRIER REQUIREMENTS : a. 9 BARRIER TO BE A MINIMUM 4 FT. HIGH ON THE OUTSIDE; b. BARRIER SHALL NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS , PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT WILL ALLOW A CHILD ACCESS TO THE POOL; c. BARRIER SHALL BE PLACED AROUND PERIMETER OF THE POOL AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE SURROUNDING THE YARD UNLESS THE FENCE, WALL OR OTHER ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE PERIMETER OF THE POOL, IS BEING USED AS PART OF THE BARRIER, AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION. d. BARRIER SHALL BE PLACED A MINIMUM OF 18 IN. FROM THE WATER'S EDGE. e. ALL GATES PROVIDING ACCESS TO THE SWIMMING POOL SHALL OPEN OUTWARDS AWAY FROM THE POOL AND SHALL BE SELF CLOSING AND SHALL BE EQUIPPED WITH A SELF LATCHING DEVICE, THE RELEASE MECHANISM OF WHICH SHALL BE LOCATED ON THE POOL SIDE OF THE GATE; f. BARRIER SHALL NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT STRUCTURE, EQUIPMENT, OR OBJECT TO BE USED FOR CLIMBING THE BARRIER. WALL OF A DWELLING MAY SERVE AS PART OF BARRIER IF IT DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE ACCESS TO THE SWIMMING POOL. 48 HOURS BEFORE DIGGING GALL TOLL MEE I - 800 - 432 - 4770 SUNSHINE STATE ONE GALL CENTER OF FLORIDA r 10 ROUTHWERU T` co ndEHI GUgZ U FLORDnQ aalgg 3051 (5 71— TIC ¢3t J5) 662= IOO2 ( Q23 C°oIROL OL,g @QCD,U1 EIQMQIM EX15T. 4' G.L.F. POOL EQUIP. PAD NEW 5' WOOD FENCE EXIST. 200 A 1 HOUSE PANEL )� EXIST. ELEGTRIG EXIST. PLANTER METER EXIST. UNDERGROUND POWER SERVICE EXIST. GONG /SLAB EXIST. WATER LINE EXIST. SANITARY/ SEWER LINE EXIST. WATER METER PAVERS ON SAND BASE. COMPACTED SAND BASE DOUBLE SOLDIER COURSE PAVER BORDER IMEROGK SUB -BASE 6" X 6" CONCRETE r 0 �I���II�II• INSTALLATION NOTES ()EXISTINOVED. G ASPHALT, CONCRETE, OR SOD SHALL BE REM . I 2) NEW DRIVEWAY, WALKWAY, OR DECK SHALL jI BE BRICK PAVER TYPE ON COMPACTED SAND BASE DECK PAVER DETAIL NOTICE TO BUILDER EXISTING ROOF ON 1' PARKWAY 110.00' POOL DECK EXISTING ONE STY CBS RESIDENCE F.P. EL. +10.11' 8' ASPHALT PARKING NE 96T11 BTFOT TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE. OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. -� PROJECT NAME 49' -0" P00!_ I E.11 MEI`1 r: : SELF- CLCSIN 3ELF -L0( KING GA YES ITaQUIRED FENCE: 4' HIGH (MIt\'1) AND NON- CLIMBABL I F ^1F'IGHBOR3 FREMOVE I ENCE/ '• oki_L, OWNER 1\11113 11E; LACE Wail A 4' r,NCE O, c'v:._ . PROPER 6111100010•1 00.M0MI. J l SITE PLAN 1" = LEGAL DESCRIPTION THE EAST 10.00 FEET OF LOT 15 AND ALL OF 13 & 14, BLOCK 81, MIAMI SHORES SECTION No.3, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. 5' SINK KIMBERLY FERRREIRAS RESIDENCE 1036 NE Q6 STREET MIAMI SHORES, FLORIDA EXIST. 4' H06 WIRE PENCE EXIST. A/C HEATER AR HEAT ? PUMP (4) 5/6" DIAM. x 4" HILTI KWIK BOLTS (4)1/2" DIAM. x 3" HILTI KKK BOLTS NEW 5' WD. FENCE SELF -GLOS I NG $ SELF - LATCHING POOL DATA CHAR POOL SPECIFICATIONS: Pool Shape: AS SHOWN Maximum Length (FT): 36'6" Maximum Width (FT): 24' -0" Deep End (FT): 6' -0" Shallow End (FT):3' -0" Pool Area(SF): 554 Pool Perimeter(LF): 109 Pool Volume (GAL): 18,697 Turnover Rate(HR): 2.9 HR Interior Finish: FLA. GEM Waterline Tile: 6" Tile on Steps: NONE Tile on Swimout: YES Coping: STONE COPING Pump Size (HP): 2.5 HP Filter System: CARTRIDGE Filter Size (SF):200 SF Inlets: 5 Maindrains: 2 2" Vacuum Line w/ Safety Lock: ONE Automatic Surface Skimmer: TWO Underwater Safety Light: (2)150 W, 12 V, SAM LIGHT Electrical Pool Hookup: BY CONTRACTOR Patio Finish: PAVERS ON SAND Patio Size (SF): 869 Deck Drains (LF): Fence: AS SHOWN Pool Miscellaneous Items: 1.114,000 BTU HEAT PUMP 2. SALT CHLORINATOR 3. WATERFALL W/7 DECO ROCK(HAWAIIN MODEL) 4. COQUINA COPING 4 "x8 "x2" SPA SPECIFICATIONS: Spa Shape: AS SHOWN Spa Size: 4' Spa Area(SF)40' Spa Perimeter(LF): 25' Spa Volume (GAL): 600 Therapy Jets: 4 Spillway Jets: YES Underwater Spa Light: 100 W SAL COLOR LIGHT Heater: NONE Spa Controls: NONE Spa Miscellaneous Items: 1. 2. Customer:KIMBERLY FERREIRAS Address: 1036 NE 96 ST. P.O. #: Job #: 1 Phone: Legal Description: AS SHOWN Building Department: MIAMI SHORES Rear Setbacks: 7.5 FT Side Setback: 12.5' Other Zoning: NONE Spillway Opening (FT): (3) 12" Glass Block: NONE Spa Raised: 12" Spa Turnover Rate:5.7 MIN GENERAL NOTES: 1. POOL MECHANICAL EQUIPMENT ANCHORAGE HAS BEEN DESIGNED TO COMPLY WITH F.B.C. SECT. 301.13 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE EQUIPMENT SLAB. SEPARATE SLABS ARE NOT PERMITTED. FILTER/ PUMP / HEATER ANCHORAGE DETAIL N.T.S. CHUM IIRAMII1000 00N LIC. BLDG. CONTRACTOR CBC 057303 LIC. POOL CONTRACTOR. CPC 057335 3600 S. STATE RD 7, SUITE #368 MIRAMAR FL, 33023 PH. 305- 219 -9791 J 1 JOB No. RICK PATE 03 -21-03 DRAM err ISCALS daT T.P. AS NOTED SHEET I OF 5 FILTER PUMP 6" THICK CONCRETE EQUIPMENT PAD OFELIA TABOADA, P.E. PROFESSIONAL REG. 55551 CIVIL ENGINEER AQUADYNAMIGS DESIGN GROUP, INC. 4910 5H. 7214D AVE , MIAI•11, FLORIDA DEPT. OF PROF. REG. NO. EBOOC4614 I ( � 5 .,- ��. OFELIA TABOADA DRAWING NUMBER 5P-1 PEREENGE POINT #1/ EXISTING ROOF ON TILE EXISTING RESIDENCE QMCN J MOz % l f�DG°,�ODQ ���]gg PQD;< EsIMIQDLs 0Qa13.11QOMHQGUIDgs.e1 POOL LAYOUT PLAN 1/4 " =1' -0" I NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. PROJECT NAME: KIMBERLY FERREIRAS RESIDENCE 1036 NE cif: STREET MIAMI SHORES, FLORIDA C�IHItIJ YII IlRAMIIIM© ©N LIC. BLDG. CONTRACTOR CBC 057303 LIC. POOL CONTRACTOR. CPC 057335 3600 S. STATE RD 7, SUITE #368 MIRAMAR FL, 33023 PI1. 305- 219 -9791 \ JOB No. RICK DAZE DRAWN T.P. 6CALEI ear 03 -21-03 AS NOTED OFELIA TASOADA, P.E. PROFESSIONAL REG. No. 55339 CIVIL ENGINEER AOUADYNAMICS DESIGN GROUP, INC. 4910 5.W. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. ESOOO4694 SWEET 2 OF 5 OFELIA TAEOADA DRAWING NUMBER SP-2 1 1 1 #8 COPPER GROUND TO PUMP MOTOR (GROUND PUMP MOTOR TO POOL PANEL) SW I MOUT FUTURE WATERFALL #8 OND TO WALL REINFORCING NON -SLIP TILE NOS I NO HANDHOLDS ® 48" G/C 3' -0 DEEP SWIMMING POOL (3) 12" SPILLWAY #8 GND TO WALL REINFORCING O 6' -O" DEEP POOL EQUIP PAD PLANTER EXISTING ROOF ON TILE PLANTER POOL DECK .. 9.61' (PAVERS ON SAND) DECO -DRA I N EXISTING RESIDENCE GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN IO !EET NOR MORE THAN 20 FEET FROM WATER'S EDGE. A Q U A T I C // ADYNANKS E N G I N E E R I N G CONSULTANTS JANDY HAWA I IAN AL EL. +10.11' STEP POOL AREA PLAN 1/4" � r NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR— MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING n n inn /� �Jf1 �7 inn fin f�1 �� ,t G1I� ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE 0 OOV W ER7 WHED Q V �UVI�A� G�OLQ F 13 L�O� GIlLE , �� IJ�J� START ANY A AL D L ERRORS,GDISCREPANCIES,, AT � �l7= ICE Q 9 662 002 PQ� lEgROQpl� pIVFO [s� o o IRREGULARITIES, OR OMISSIONS PERTAINING TO THE ($QQMQDD SIIt�JQU�tIOC�s.Blz� SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. PLAN LEGEND UNDERWATER 12 VOLT POOL LIGHT POOL =(2) 150 W SPA =100W 0 GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATERS EDGE. CHILD SAFETY 't• FENCE (BY OTHERS) PERMANENT ANCHORED POST AS PER SECTION 424.2.11.1.2 FBG // � ELECTRICAL PANEL BAR GROUND 1• •••• JUNCTION BOXES (G) WATER CIRCULATING EQUIPMENT FORMING SHELLS POOL & DECK REINFORCING STEEL WATER FIXED HEATER (G) METAL <= 5 FT COMMON BONDING GRID DETAIL N.T.S, COMMON BONDING GRID PERMITTED TO BE: . STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER . WALL OF BOLTED OR WELDED METAL POOL. . SOLID COPPER CONDUCTOR NO. 8 OR LARGER 1 HANDHOLD POOL COPING POOL WATERLINE TILE RAISED BOND BEAM HANDHOLDS AT 48" C/G LOCATE AS SHOWN ON PLAN POOL WATERLINE COPING HANDHOLD WATERLINE PLAN 3/4 "= i' -0" SECTION 3/4 "= I' -O" HAND HOLD DETAILS SCALE: AS SHOWN CHUM' Il AI IEIIOL3® ®N LIC. BLDG. CONTRACTOR CBC 057303 LIC. POOL CONTRACTOR. CPC 057335 3600 S. STATE RD 7, SUITE #368 MIRAMAR FL, 33023 PH. 305- 219 -9791 PROJECT NAME: KIMBERLY FERRREIRAS RESIDENCE 1036 NE 0 16 STREET MIAMI SHORES, FLORIDA DIVING BOARDS DECK DRAINS JOB No. RICK PATE DRAW Er *SCALE 03- 21--03 T.P. AS NOTED SHEET 3 CV 5 LADDERS POOL COVER MOTOR OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55551 CIVIL ENGINEER AQUADYNAMICS DESIGN GROUP, INC. 4910 5.W. 32ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. E50004694 FENCE METAL DOOR FRAMES, ETC, < 5 FT _ OFELIA TABOADA DRAWING NUMBER SP-3 AQUAOWMEc$ A Q U A T I C E N G I N E E R I N G CONSULTANTS g ©l3D C35 11 =E°30%713 Q3 O E;) v G E 3 IMMIL:: 00g ON D o @ o �QQMQo17EnMMOus.Blm 5 E2 100 NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR— MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE F R E VERIFYING START DIMENSIONS, HE WORK, NOTIFYING O THE P ENGINEER, T IRREGULARIT ES, OR OMISSIONS R PERTAINING TO SUCCESSFUL COMPLETION OF THE PROJECT 4NDICA PROJECT NAME: KIMBERLY PEIAAS RESIDENCE 1036 NE 16 6 STREET MIAMI SHORES, FLORIDA CHUM RA1 VIII000011 LIC. BLDG. CONTRACTOR CBC 057303 LIC. POOL CONTRACTOR. CPC 057335 3600 S. STATE RD 7, SUITE #368 MIRAMAR FL, 33023 PH. 305- 219 -9791 JOB No. RIGlC 03- 2/-03 T.P. AS NOTED e4-Err 31IEET 5 OF 5 OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55534 CIVIL ENGINEER AOUADYRAMIGS DESIGN GROUP, INC. 4910 S.W. 72ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. EB00046 — T OFELIA TAL30ADA ' DRAWING NUMBER SP-5 i 6" E RAMI C D TILE RETURN FITTINGS INSTALLED 12" TO 24" BELOW WATER LEVEL FLA. GEM FINISH ON WALL AND FLOOR SURFACE 0 CV PAVERS ON SAND - SEE DETAIL ON 5P -I BUGOSE WATERLINE " 48" CLR WATER PROOF JUNCTION - BOX. METAL PIPE SUPPORT LEO DRIVEN INTO STABILE EARTH. I" LIGHT GONDUI CONNECTED WITH JUNCTION BOX it POOL WALL SECTION SCALE: 1/2"= l'-0" 1' -6" NON - CORROSIVE LIGHT HOUSING WITH REPLACEABLE 100 -500 WATT CAPACITY BULB AND 5 FOOT PIGTAIL WIRE WRAP FOR SERVICING LIGHT ON SURFACE OF DECK. *8 COPPER GROUND ANGHO TO NICHE BRASS GROUND WIRE CLAMP ANCHORED TO WALL STEEL i 5°A JET FTGS. O SPA BENCH DETAIL SCALE: 1/2"=1'-0" WET NICHE LIGHT DETAIL N,T.8. #3 ® HORIZONTAL #3 ® VERTICAL NOTE: FLOOR AND WALLS SHALL BE 6" MIN. SHOTGRETE #3 ®8 "G /C, CENTER STEEL IN FLOOR. GLAZED TILE BAND WATER LEVEL SPILLWAY RETURN FITTINGS 12 VOLT TRANS - (_____FORMER BOX MOUNT TO UNI- STRUT FRAME TO 51.16 -PANEL 1 PVC COND. 14/3 SJT W -A DBL. I N5, W/P LIGHT CORD ONO. LUG IN NICHE COAT 1.1.165 W/ APPROVED 3M SILICON POTTING 4 GU GNP WIRE INSULATED 9 c') cip —Sr— 0 a POOL STAIR DETAIL SCALE: 1/2"= l'-0" ANTI - VORTEX M.D. ASSEMBLY W/ 30' - 0" HYDROSTATIC VALVE t (2 1/t HP) FFIIL POOL WATER LEVEL WATERLINE OF POOL 7 J J (MAx.) 0 iL #308" E.W. STABILE UNDISTURBD SOIL OR 3/4" BALLAST ROCK UNDER BEACH ENTRY 6' -6" POOL PROFILE DETAIL N.T.S. I.D. N. e © 0 PIPING LEGEND DESCRIPTION SKIMMER LINE POOL MAIN DRAIN VACUMM LINE SKIMMER LINE FUTURE WATERFALL LINE POOL RETURN AIR HYDROTHERAPY JET HYDROTHERAPY JET SPA RETURN LINE SPA MAIN DRAIN SIZE 2 2 1/2" 2" 2 1 1/2" 1 1/2" 2 2 2 2 1/2" II /2" POOL DRAIN EE GENERAL NOTE 16 ON SP-1 200 5F CARTRIDGE FILTER 114,000 BTU HEAT PUMP BYPASS W/ CHECK VALVE 2 HP AIR • VALVE 3 WAY BLOWER 3 WA Y � A O •tr1 1 1 1 - 0 ® SPA MODE FLOW DIAGRAM POOL & SPA (1) PUMP SYSTEM N.T.S. } (9 POOL WATER LEVEL SLIP - RESISTANT GONTRASTI NO TILE NOSING ON LEADING EDGE -+ BASE FLOOD CRITERIA - DADE COUNTY FLOOD MAP 120 13 3 EL. +6.0' - BOTTOM OF SLAB EL. + 2.18' 34 TH1NN,GU, 3/4 "C 2P /60A 20A SW TOP OF POOL WALL EL. + 9.61' TIMER 20A SW 0 HEAT AIR FILTER PUMP BLOWER PUMP MOTOR MOTOR MOTOR WATER T1=MP POOL MODE= 65° SPA MODE= 105° ® (4) MD'S REGI'D SPA MODE SALT SYSTEM (CHLORINATOR) CN POOL SWIMOUT DETAIL SCALE: 1/2"=1'-0" 3 *J2, N,CU, 2P /20A 1/2 ''G ,CU, IP /I5A I5A 6FI o REGPT. I5A SW POOL L I6HT 1' -6" UPIJFT DATA -- TOP OF POOL WALL ELEVATION • BOTTOM SLAB ELEVATION COUNTY FLOOD CRITERIA DEDUCT BOTTOM SLAB ELEVATION POOL UPLIFT FORGE DEDUCT 2.00' ALLOWED FOR USE OF 2" HYDROSTATIC PRESSURE RELIEF VALVE (- 2.00) RESULTANT UPLIFT FORCE SLAB THICKNESS REQ'D I5A 5W 14/3 SJT -1 "0 INTEGRAL W/ FIXTURE SPA LIGHT POOL ELECTRICAL SCHEMA'TIC N.T.S. *3 ®e" HOR. #3 ® VERT. EXIST. 200 A PANEL EXIST. GROUND 2.78' 6.0' 2.18' 3.22' ( -) 2.00' EXIST. CAN R 9.61' 1.22' 6" T EXIST. FPL SERVICE POOL COPING SPA COPING TO MATCH POOL _ SPILLWAY JO 10" 10" #3 ®8 "C /G ANTI - VORTEX MAIN DRAIN ASSEMBLY LAP STEEL 24" SPA POOL SECTION SCALE: 1/2"—E-0" NOTE: STEP RISERS IN SPA NOT TO EXCEED 12" SW I O 16 L ELECTRICAL LOAD SUMMARY PANEL A A. GENERAL LIGHTING LOAD + SMALL APPLIANCE 2383 S.F. @ 3 W /SF= 7,149 + 3000 WATTS= 10,149 WATTS B. FIXED APPLIANCES: RANGE REFRIGERATOR DISHWASHER WASHER DRYER WATER HEATER DISPOSAL DOOR MICROWAVE SUB TOTAL = POOL HEAT PUMP 1 AT 100 % = POOL PUMP 1 AT 100 % = POOLJSPA LIGHT AT 100 % = AIR BLOWER AT 100 % = SUB TOTAL = TOTAL = DEMAND FACTOR CALCULATIONS PANEL A & B FIRST 10 KW @ 100 % = REMAINING 42,349 WATTS @ 40 %= �— 12,000 WATTS 1,000 WATTS 1,200 WATTS 1,500 WATTS 5,000 WATTS 4,500 WATTS 800 WATTS 800 WATTS 1200 WATTS 38;14 WATTS 8000 WATTS 2900 WATTS 400 WATTS 2900 WATTS 14,200 WATTS 52,349 WATTS 10,000 WATTS 16,939 WATTS TOTAL LOAD @ DEMAND FACTOR= NC OR HEATING AT 100 % = TOTAL CONNECTED LOAD= 36,939 WATTS /240 SERVIC = 130 26,939 WATTS 10,000 WATTS 54 A MPS C. NEUTRAL LOAD LIGHTING, SMALL APPLIANCE, AND WASHER = FIRST 3000 WATTS @ 100% = REMAINING -8,649 WATTS @ 35 %= RANGE X 70 %" _ DRYER X 70% = OTHER 120 V LOADS = TOTAL NEUTRAL WATTS = 19,927 WATTS /240 VOLTS = 83 AMPS i '' 11,649 WATTS 3000 WATTS 3027 WATTS 8400 WATTS 3500 WATTS 5000 WATTS DESCRIPTION PART SLAT RON -68 41117 TRACK RON -72 41071 TRACK RON -73 1070 1x2x1/8" TUBE 41019 2x2x1/8" TUBE 11022 2x3x1/8" TUBE 41024 2x4x1/8" TUBE 41023 2x6x1/8" TUBE 41026 1xlx1/16" ANGLE 41031 1x2x1/8" ANGLE 41029 2x2x1/8" ANGLE 41051 2x3x1/8" ANGLE 45012 2x4x1/8" ANGLE 45013 2x5x1/8" ANGLE 45014 1x1 - 3/4X1/8" CHANNEL 41058 RON -24 STORM BAR 41047 RON-57 STORM BAR 41043 RON -56 STORM BAR 41044 RON -23 ALUM INSERT 41046 .688 0 25 2.1 RON = 65 - LAT RON -72 TRACK 2 1.000 .125 1�- 1.750 FLOOR SHO )Ji4iM ANG 6.00 - RON -23 INSERT RON -56 STORM BAR .063 1 x 1 x 1/16' ALUMINUM ANGLE 1 - 5/8" X 5 -5/8" 1 -5/8' X 3 -5/8" STIFFENER 12 GA. CALV. STEEL CHANNEL INSERT 2.000 1 X 2 x 1/8" 2 X 2 X 1 /e" 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 5 X 1/8" _ALUMINUM RON -24 STORM BAR RON -57 STORM BAR P u. a� CD SLAT PERFORMANCE CHART • • S ° ANS T R USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRE FOR THE PARTICULAR LOCATION. BOX DIMENSIONS SHUTTER HT. 48" 73" 95" 119" 148" 181" 216" H000 HT. 8" 9" 10" 11" 12' 13" 14 FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. miumammummirmomm ■■■■■,,.■■ UUUU*�u�3!�" a •R$•UU„N■ MEMMEM MMEMME *ua •INIMMEM 1 U ________ i. rH.4_MUM m... 3460 IN - 30 50 68 70 80 93 100 110 120 130 140 SHUTTER WIDTH - INCHES RON -68 SLAT FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 7. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. TYPICAL ELEVATION ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) PAN 190 160 DESIGN LOAD 38 PRODUCT RENEWED J,rCE,: TANCI `. :c.,QO.10(M. _ iv :, -- - - gy�� ' Y 1 EL , I )1„C1 1. ;) i i'Rili_ I )LV! i .+�l ( li`U� {'1.1 /11Y41: (,J ll4 . SHEET NO. 2 3 4 5 6 7 8 THRU 13 14 & 15 16 THRU 20 21 INDEX OF DRAWING DESCRIPTION EXTRUSIONS DETALS, NOTES, SLAT GRAPHS SINGLE SPAN DETAILS ANCHOR GRAPHS MULTIPLE SPAN INSTALLATION DETAIL HEADER /MULLION CONNECTION DETAILS STORM BAR ANCHOR DETAILS MULLION & BOX ANCHOR DETAILS POST (MULLION) LOADING CHARTS TOP SUPPORT LOADING CHARTS STORM BAR LOADING CHARTS CALC. SHEET FOR OVERALL DEFLECTION SLAT DEFLECTION AT 10 PSF LOAD s w.. ............wn�...�w.... ww ��w.�ww�www��� M _im�.��� unim - ww__rww_l _ .��. =-- -- r.h m w mm. w wwww !!�IIMME_�.. Ies�� �Y,�11��[�� ~� �ww ■ -_ u,DU Sa... i'rn■iiSUii"" - w _ ____rs__wwr_-www -A —ww -- --- 11 -- -- - - -wr EMMEMMUNIIIMMEM 51' W1"000aIUU$US • ----- ---- - - -- -- mow∎ ww-- ---- --- -..wNIMINKIIMINNIMENI = `.u_ ■a u' .. R ASMI.wwIMIIMMIwINM w�� . =w����l��=�IIIIMP 1 a�a r rl�' N��� MB -.11MO- -w N.w1IN• . —" ' -- AM .mom— �-• R- 5■ail. -- -w— =MI MI Err. L G.6612 IN'4 /cr ExrRuoep &Llx1LNLN1 SLST RLOSTORV RQV 11.11 -94 50 60 70 80 90 105 110 120 130 140:, 163 SHUTTER WIDTH - INCHES GENERAL NOTES THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 - USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. MINIMUI, MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 - T6, OR AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS, NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7. SHUTTERS MAY BE h10TOR, TAPE PULLEY, OR GEAR DRIVEN. B. DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER, STORM BARS AND SLATS S L /30 OR 2 ". FOR MULLIONS MAX DEFLECTION < L /180. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. - DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -85, BASED ON 110 MPH WIND VELOCITY. 1. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: 41117 EXTRUDED ALUMINUM ROLLING SHUTTER 'DADE COUNTY PRODUCT CONTROL APPROVED" MANUFACTURED BY ROLLADEN,INC. Engc OR. HU■AYOUN FAR000 STRUCTURES FLA. PE f 16557 APPROVED AS COMPLYING WIT11 THE SOUTH FLORIDA BUILDING CODE DM • . s • 2 _ ± 19 Q 1 3Y_ YC00U CC ;IRDL DiY S OH ,ui1DI^iG CODE � COMPL;AHCE OFFICE `1 CCEF1Rt;CE HO I - 482/7• c- 0 LY. 0 (2' 0 0 0" 0 0 CZ4 z v w I_ U O 0 w z z 0_ u- W w z co N. o 0 X W ,- 0 r1 > a Q < 1 cp OJ O 1i u'1 V) 0 . �, 1 nl _ a- m 0 J 0 C C c 0 v J 0 0 0, V u 0 0 U 0 0 0 n 0 N m 0 0 5 1 L N 0 0 0 O Q1 c O ` O U w Z 8� O 0] - I Z w W _ Q u) Z O 41 Q Z 0 O 2 0 . drawing no. 94 -55 sheet 1 of 21 CFHI PIE 0 TO: y z I // o N - --►I a /i: Registered Lcnd Surveyor. Side of Fiortdc 9300 S.W. 72nd STREET MIAMI.FL 33173 ;,LIRE 265 (805) 590 -15333 FAX (305) 598 -0023 � 1Bo i L A35 ociate y Lac. 1 I 1 0. 00 A ALT c A 2.q 2' 24- . O , C E RED J 7_ 1' DATE REVISION: REVISION: CLIENT: ORDER NO 3 d T lT I0- .I c . (I O C7 CD 5 -\;■; C._ 7' R r1C THE MTIOML FLOOD INSURANCE RATE MArP DATED " 2 19 c PUBUSHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DWKUTI THE HEREIN DESCRIBED LAND TO BE SITUATED WITHIN ZONE X COMMUNITY N01 ( Z PANE", o`/3 SUFFIX : WE HEREBY CERTIFY: That the attached AS-BUILT SURVEY of the above described property is tree and correct to the best of our knowledge and belief as recently surveyed under our direction, also that there ore no above around encroachments unless shown. and meets the minimum technical standards set forth by the FLORIDA BOARD OF LAND SURVEYORS. Pursuant to Section 472.027 FLA. Statutes and Chapter 21H -H6 of Florida Administrative Code. Examination of the obstruct of title will have to be mode to determine recorded instruments, if ony, affecting the property. Location and identification of utilities and /or adjacent to the property were not secured as such information was not requested. Ownership is subject to opinion of title. PROFESSIONAL LAND SURVEYOR NO. 3179 STATE OF FLORIDA o' -- I C.' ■ •411116,14111141■1.1.1.,...fell., 1111114=111141 I i A LL.L � o . 34 A/C A BLDG. c. C.B.S. C.G. CH. CL C/L CONC. C.S. ENC. E.T.P. F.H. F.I.P. F.N.D. F.R. � o0 jo s<. - 5 curz� - AR CGNDMONING PhD - ARC DISTANCE - BUILDING - CANOPY = CONCRETE BLOCK STRUCTURE - CURB k GUIlER = CHORD DISTANCE 4. CLEAR = CENTER LINE ▪ CONCRETE - CONCRETE SUB - ENCROACHMENT - ELECTRIC TRANSFORMER PhD - FIRE HYDRANT - FOUND IRON PPE - FOUND NA L k DISK - FOUND REBAR H. - HEIGHT LF.E. - LOWEST FLOOR ELEVATION LP. - LIGHT POLE M.D.E. - MAINTENANCE ok ONANA+c TAS 1O T ME/S. - MEASURED MH. - MANHOLE .iL/,insr - MONUMENT UNE - S'.I'-,/" - WOOD FENCE e -i— = CHAIN LINK FENCE C.B.S. WALL = ELEVATIONS 2 - DIAMETER - IRON FLTCE S r A3 D, V A? I0INT - 11 1) \ I-, O Z 0 .1J ti u r r ti 0 - n M.S. - METAL SHED ON CONCRETE N.G.V.D. - NATIONAL GEODETIC VERTICAL N.T.S. - NOT TO SCALE O.E. - OVERHEAD G.ECTR)C LAC O.R.B. = OFTICLAL RECORDS BOOK P.B. - PLAT BOOK P.C.P. = PERMANENT CONTROL POINT PC. - PAGE P.O.B. = POINT OF BEGINNING P.G.C. - POINT OF COMMENCEMENT P.R.M. - PERMANENT REFERENCE MONUMENT PL - PLANTER P/L - PROPERTY LINE R. - RADIUS RAD. - RADIAL REC. - RECORD RES. - RESIDENCE R/W - RIGHT - OF - WAY SEC. - SECTION S.I.P. - SET IRON PIPE N0. LS. 3179 STY. - STORY SWK. - SIDEWALK T. - TANGENT U.E. - W1L'TY EASDI ENT U.P. - UTIUTY POLE V.G. = VALLEY GUTTER W.M. - WATER METER W.V. = WATER VALVE 4 - CENTRAL ANGLE DATUM 4 . -owwINIIINIMMr ANCHOR TYPE CHART TO USE CONC. BLOCK W000 A 4 1 - B 2 - - C 2 1 - D 4 - - F E - 2 - 1 - ANCHOR CHART TO USE APE COS C BLOCK WOOD 2 B 3 - C 3 2 0 5 - E - ✓ F - <:; =� 2 - j8x1 TEKS & WASHER 0 18' O.C. ALTERNATE SILL NO BOTTOM TRACK r REEL SEE SCHEDULE RON -72 BOTTOM TRACK OPTIONAL 1xlx1/16" ANGLE RON -68 SLATS RON -72 TRACK CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL GLASS 1x2x1/8" TUBE 0 TOP 11" LONG SEE ELEVATION 1/2' 3' MIN FOR 64" SPAN F.-- Ed 3 -7/16" MIN FOR 86" SPAN REEL RON -72 TRACK CONTINUOUS (2) (x3/4' SMS 1/8" STAINLESS STEEL KET W/ ADJ. PLATE 16" O.C. TYP. ELEVATION SINGLE SPAN TRACK ON WALL 1/4x1 -1/2" PIN GRIPS 0 16" O.C. 1x2x1/8" TUBE 11' LONG 48x1" TEKS & WASHER 0 18" O.C. 2x5x1/8 ANGLE 2x2x1/8 r � = =; 2x3x1/8• I 2x4x1/8 I i CONTINUOUS 1 - re- Ed - TYPICAL. EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) w000 - 5d FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. 2x2x1/4" CUP ANGLE 2" LONG x1/ Ix1x1/16' ANGLE �- BRACKET RON -73 TRACK 1x1x1/16" ANGLE 114x3/4" SMS 0 12" O.C. #14x3/4" SMS 0 12' O.C. O 12" O.C. UPTO 100 PSF O 6' O.C. UPTO 220 PSF RON -73 TRACK 2x2x1/8' TUBE 0 TOP 11" LONG (2) 114x3/4" SMS ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES, ETC.) ANCLE 2x4x1/8" CLOSURE ANGLE 1/4x1 -1/2" NAIL PINS 0 8' O.C. 2x5x1/8" SOTTO. IN [74 I I 1 CUP ANGLE 2' LONG — 1 N 2 x 2 x 1/4' C w/ 4 14x3/ 4" SMS r - - - � r I I II I 1 IL SINGLE SPAN WITH BUILT OUT REEL (2) 1/4" CIA TAPCONS 1 -1/4" EMBED - I8x1/2" SKIS 0 12' O.C. 2x5x1/8" ANGLE 0 IMPACT SIDE j8x1" TEKS & WASHER 0 18" O.C. BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER TO ROLL INSIDE OF OPENING OR OUTSIDE. r RON -68 SLATS I� - BRACKET APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT� _ '1E.. ^ q BY I /- .... PRODUC 1R0L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ? ()$??.... OS 2x2x1/8' TUBE 2x3x1/8" 2x4x1/8' 2x6x1/8" 2x2x1/4" CUP ANGLE 2' LONG 2 PER CENTER TUBE MULUON 1 PER JAMB MULUON GLASS 1xlx1/16" ANGLE ROT-4-73 TRACK (3) 1/4x2 -3/8" TAPCONS INTO CONC. (4) # 14x1 -1/2" SMS INTO W000 CONT. TUBE MULLION SEE GRAPH 3" MIN FOR 64' SPAN 3 -7/16" MIN FOR 86" SPAN RON -73 TRACK (2) #14x3/4" SMS 4.. M ULUON SEE GRAPH FLOOR SHOE 1 REEL '1T SINGLE SPAN SPLIT SHUTTER W/ MULLION ( PRODUCT RENEWED: TANCE No. 00 - O Q 0_4_ 7.1' DATE D ?�3 F CUNTItO1. DIVE N d� C4 o O � 0 VI ,t LI ES I` w -- 0 z o z w� Cif g < 1 U ° 'N° o In W Q N E5 0 I z '- J w N N CO Co N 0 O CC ( 0 . Engr. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE +. 16557 0 u 0 0 0 5 6 r 1 0• 0 0 0 0 0 C] 0 O CC 0 Z p 1 Ji co W w z a o gQ o 2 rn co O t) u a v 94 -55 5 drawing no. llEC01:11'L1ANCI: el'1C-S nee t 2 of 21, ) FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE - 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY -- �_ML1,LTLYING WITH THE FACTOR BELOW ED6C 10d- 2- 1/2"18d -2" - 1 -1/2" 1 5d- 1 -1/4" FACTOR 1.00 I6d 0.86 I 0.71 0. 57 1 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" 0.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. Bi 11111 MN IN MI An A LGP ANCHOR CHART 2 1 MI . ■ NM INBEFINSIM M 110 0L - EMINI m I MI 3 ,3 MN yi ■MMNM CM ■■ee� �HOR MI IN ME Ile 111117M11 111 ■ ►® LIIIMINENI ■ 1.I IIIIII ■ IN ®M9:3 IECIN;, In r -. 16.. ■ Bi 11111 MN IN MI ANCHOR CHART 4. A LAt -% 7 ANCHOR CHART 2 1 MI . ■ NM INBEFINSIM M 110 0L - EMINI m I MI k1 IN ■ ,3 MN yi ■MMNM CM IUMI MI 0L ■ 111 N. I 1111111 11111E MINN 1►■iI i i iIIII MO 1111111M MI MOM m NM 1111 MI NM OM 111% ■ MIME - INIMME111 ■ 1 ■ ■`■ MM a C') UM ram m 1 5 ? ANCHOR CHART ALOntv3 S -11,11 k �,....�.� m .... I SPaCIN G I 7) ISTIMMINftil■, C9 0 J Z ts C7 8 LV 0-' N • • • ANCHOR SPACIN ANCHOR CH4RT 1 ALMSNA L8 15 5 3g 3 20 5 TRIBUTARY WIDTH - INCHES 20 2 5 3g 35 TRIBUTARY WIDTH - INCHES 40 25 33 35 IBUTARY WIDTH - INCHES 3 B 35 TRIBUTARY WIOTH - INCHES a0 N 0` tit Lf7 B TRIBUTARY WIDTH 0 Min ■■■■ MIME ■■■■ ME 1111■■■ ■■■` ■■■■ ■■■■ MINE VANN L5 20 25 33 35 al TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" 0.C. CHOR CHART 3 +uJ TYPICAL ANCHORS ANCHOR ®- 1/4' TAPCON 1 -3/4' EMBEDMENT TO CON E EMBEDMENT - LOCK ANCHOR ®- /14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR ©= 1/4' x 1-1/4" METAL HIT ANCHORS (W/ ZAMAC BODY) 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ®O = 1/4' RAWL CALK -IN, STAR 'TAMPIN' OR EQUAL. TOTAL ANCHOR 900? INTO CONC. ANCHOR QE = i♦ 1 4 5.1.5. INTO WOOD. 1-1/2" MIN. EMBEDMENT (S.C.- 0.47) ANCHOR O= 1/4' X 1 -1/2' PIN GRIP 1/2' MIN. EMBEDMENT TO CONCRETE OR BLOCK. sw 2 X ( / OF SPANS) IN NO REDUCTION FACTOR S REQUIRED /4 Engr, OR HUMAYOUN ARFOOQ STRUCTURES FLA. PE / 16557 APPROVED AS COMPLYING W1TH THE SOUTH FLORIDA BUILDING CODE DAT : -•• 19q7 BY PRODU ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 4�1— 00 aTIRATION DATE 2D0;, IUD C>Jllk tt?1y1�'� d1lN C 'I 1 f t` N 0 v 0 v s 1n O • r. C 0 ' PRODUCT RENEW E , ACCEPTANCE No. 0 0 - O 03' 11__11 c 0 0. u V 0 0 0 0 cT N 0 0 n ot 0 0 0 U z z UJ 0 g O O 0: O O Q � J u) 0 cA OD . I w Z Q N z 0 O Q 2 1111 .0 Crowing no. 94 -55 rn 0 J 0 D OESIGN LOAD 11111 MN IN MI ANCHOR CHART 4. A LAt -% 7 1111 1 MI . ■ NM INBEFINSIM M 110 0L - EMINI m I MI k1 IN ■ HOP MN yi ■MMNM CM IUMI MI p ' ■ 111 N. I 1111111 11111E MINN 1►■iI i i iIIII MO 1111111M MI MOM NM 1111 MI NM OM 111% ■ MIME - INIMME111 ■ 1 ■ ■`■ MM C9 0 J Z ts C7 8 LV 0-' N • • • ANCHOR SPACIN ANCHOR CH4RT 1 ALMSNA L8 15 5 3g 3 20 5 TRIBUTARY WIDTH - INCHES 20 2 5 3g 35 TRIBUTARY WIDTH - INCHES 40 25 33 35 IBUTARY WIDTH - INCHES 3 B 35 TRIBUTARY WIOTH - INCHES a0 N 0` tit Lf7 B TRIBUTARY WIDTH 0 Min ■■■■ MIME ■■■■ ME 1111■■■ ■■■` ■■■■ ■■■■ MINE VANN L5 20 25 33 35 al TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" 0.C. CHOR CHART 3 +uJ TYPICAL ANCHORS ANCHOR ®- 1/4' TAPCON 1 -3/4' EMBEDMENT TO CON E EMBEDMENT - LOCK ANCHOR ®- /14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR ©= 1/4' x 1-1/4" METAL HIT ANCHORS (W/ ZAMAC BODY) 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ®O = 1/4' RAWL CALK -IN, STAR 'TAMPIN' OR EQUAL. TOTAL ANCHOR 900? INTO CONC. ANCHOR QE = i♦ 1 4 5.1.5. INTO WOOD. 1-1/2" MIN. EMBEDMENT (S.C.- 0.47) ANCHOR O= 1/4' X 1 -1/2' PIN GRIP 1/2' MIN. EMBEDMENT TO CONCRETE OR BLOCK. sw 2 X ( / OF SPANS) IN NO REDUCTION FACTOR S REQUIRED /4 Engr, OR HUMAYOUN ARFOOQ STRUCTURES FLA. PE / 16557 APPROVED AS COMPLYING W1TH THE SOUTH FLORIDA BUILDING CODE DAT : -•• 19q7 BY PRODU ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 4�1— 00 aTIRATION DATE 2D0;, IUD C>Jllk tt?1y1�'� d1lN C 'I 1 f t` N 0 v 0 v s 1n O • r. C 0 ' PRODUCT RENEW E , ACCEPTANCE No. 0 0 - O 03' 11__11 c 0 0. u V 0 0 0 0 cT N 0 0 n ot 0 0 0 U z z UJ 0 g O O 0: O O Q � J u) 0 cA OD . I w Z Q N z 0 O Q 2 1111 .0 Crowing no. 94 -55 rn 0 J 0 D OESIGN LOAD 11111 MN IN MI ■■ 1111 MI WINE ",■„■■■■■■ NM INBEFINSIM M 0L - m - MIN MN MI ■MMNM IUMI p ' ■ NI II MOM NM ■■ ■ MIME ■ ■`■ MM UM ram m 1 5 ? ANCHOR CHART ALOntv3 S -11,11 �,....�.� C9 0 J Z ts C7 8 LV 0-' N • • • ANCHOR SPACIN ANCHOR CH4RT 1 ALMSNA L8 15 5 3g 3 20 5 TRIBUTARY WIDTH - INCHES 20 2 5 3g 35 TRIBUTARY WIDTH - INCHES 40 25 33 35 IBUTARY WIDTH - INCHES 3 B 35 TRIBUTARY WIOTH - INCHES a0 N 0` tit Lf7 B TRIBUTARY WIDTH 0 Min ■■■■ MIME ■■■■ ME 1111■■■ ■■■` ■■■■ ■■■■ MINE VANN L5 20 25 33 35 al TRIBUTARY WIDTH - INCHES MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" 0.C. CHOR CHART 3 +uJ TYPICAL ANCHORS ANCHOR ®- 1/4' TAPCON 1 -3/4' EMBEDMENT TO CON E EMBEDMENT - LOCK ANCHOR ®- /14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2' EMBEDMENT. ANCHOR ©= 1/4' x 1-1/4" METAL HIT ANCHORS (W/ ZAMAC BODY) 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ®O = 1/4' RAWL CALK -IN, STAR 'TAMPIN' OR EQUAL. TOTAL ANCHOR 900? INTO CONC. ANCHOR QE = i♦ 1 4 5.1.5. INTO WOOD. 1-1/2" MIN. EMBEDMENT (S.C.- 0.47) ANCHOR O= 1/4' X 1 -1/2' PIN GRIP 1/2' MIN. EMBEDMENT TO CONCRETE OR BLOCK. sw 2 X ( / OF SPANS) IN NO REDUCTION FACTOR S REQUIRED /4 Engr, OR HUMAYOUN ARFOOQ STRUCTURES FLA. PE / 16557 APPROVED AS COMPLYING W1TH THE SOUTH FLORIDA BUILDING CODE DAT : -•• 19q7 BY PRODU ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 4�1— 00 aTIRATION DATE 2D0;, IUD C>Jllk tt?1y1�'� d1lN C 'I 1 f t` N 0 v 0 v s 1n O • r. C 0 ' PRODUCT RENEW E , ACCEPTANCE No. 0 0 - O 03' 11__11 c 0 0. u V 0 0 0 0 cT N 0 0 n ot 0 0 0 U z z UJ 0 g O O 0: O O Q � J u) 0 cA OD . I w Z Q N z 0 O Q 2 1111 .0 Crowing no. 94 -55 rn 0 J 0 D OESIGN LOAD H000 HEIGHT VARIES 8" TO 14" 2x4x1/8" CUP ANGLE 2x6x1/8" TUBE HEADER 2x3x1/8" 2x4x1/8" (2) /14 SMS 2x2x1/8" ANGLE 2" LONG RON -73 TRACK 2x4x1/8" MULUON (1023) 1X1X1/8" ANGLE ANCHORS SEE SHEET 2 2x2x1/8" TUBE 1 14 X 3/4" S.M.S. 0 12" 0.C. UPTO 100 PSF 0 6" 0.C. UPTO 220 PSF RON -68 SCATS /8x1" TEKS & WASHER RON - 68 SLAT 0 18" 0.C. ANCHORS MULTIPLE SPAN SECTION FOR MULLION ANCHOR SEE DETAIL 2x5x1/8" ANGLE NOTCH ANGLE 1 -1/2" SHUTTER HEIGHT MULUON HEIGHT _�- CUP ANGLE 0 MULUON W/ 114x3/4 SMS 2x4x1/8" ANGLE 2x3x1/8" 2x2x1/8" 1x2x1/8" POST SEE SCHEDULE MULTIPLE SPAN PLAN HEADER NOT SHOWN NO. OF FASTENERS IN WOOD ON EACH SIDE MAY BE CALCULATED AS. CONTINUE MULUON AS REQUIRED. 2 X 2 X 1/8* CONTINUOUS ANGLE 1 /4 "x2 -3/8" TAPCON 0 8" 0.C. CONNECT HEADER TO TUBE W / I/2" ALUM THRU BOLT STORM BM "TOE M'U • N CONN READ. 273 X 2 1/4" 0 FASTENERS 1 ALUM M TUBE /8" HEADER /STRUCTUR C'ONN C TION WITH TUBE EXTENSION LOAD ON STORM BAR ANCHOR MULLION HEADER TUBE TRACK REACTION = R = 4-x sh x sw X Pd USE DIRECT CONNECTION AND /OR TUBE EXTENSION CAPACITY CHART TO DETERMINE ALLOWABLE CAPACITY. FOR COMBINATION OF DIRECT ANCHOR AND TUBE EXTENSION USE THE TOTAL CAPACITY AS THE SUM OF THE TWO TYPES TTOM MU STORM BAR CONNECTION TO FLOOR & CEILING N0. OF FASTENERS RE00. EACH SIDE STORM BARS FASTENERS CONC. W000 RON 24 RON 24 &23 RON 56 R ON 57 2 X 2 x 1/3• 2 x 3 x I/8• 2 x 4 x 1/8• w/ STIFFENER 2 x 6 x I /8• W/ STIFFENER LOAD CAPACITY FOR FASTENER SYSTEM HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION FASTENER A A X CONC. BLOCK WOOD 12.75 560 185 275 10.75 552 182 271 8.75 540 179 265 6.75 524 173 257 A. 0 E A, 0 2 X 5 X 1/8" ANGLE (2) g 14 x 3/4" S.M.S. 2 3 3 4 2 4 5 6 8 r—T 1/4" TAPCONS 1 -1 /4" EMBED 0 8" O.C. 1. ALUM 2 /8" TRACK DIRECT HEADER CONNECTION TO STRUCTURE - LLION CONNECTION r BUI T O PRODUCT RENEWED ARLPTArNC No. 0 - 0609.08 EN: RATION DATE D Lly 1317 ' CONTROL DIVLSIU Dk CQMI'l lf' N 6 'k 2 X 2 X 1/4" ANGLE 4. LONG A NTO CONC. 12" LONG INTO BLOCK 8" LONG INTO W000 USE TOM LARGER N MIN LENGTH SPACING (2) 1/4" TAPCONS TO BUILT-OUT ANGLE FLOOR SHOE 200 Sh OOREACTON Sw ADDITIONAL CAPACITY OF DIRECT FASTENER j 2 4 X 1 I IALU UBE I I 1 SEE SCHEDULE Ai 1 �� A 14 S.M.S. 117: 2/ ANGLE BUU —our ANGLES 2 x 4 x 1/8" 9-1 /2" LONG ( R 14 S.M.S. 2 X 4 X 1/8" ALUM ANGLES 9 -1/2" LONG STORM BAR BOTTOM CONNECTION VIEW "A -A" n9 OR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 APPROYED AS COMPLYING WITH THE SOUTH FLORIDA DUILDING CODE DAT PROW,' •NTROL DIV!SiON BUILD:NC CODE COMPLIANCE OFFICE ACCEPTANCE NO C7 -dR x,6.66 O CD X ° < ° N Ni J o 0 z oL 0 00 1 L'O&l N Z V) J ¢ -J U) O °-1 0 r 0 0 . v 0 0 0 u >, 0 0 0 0 rc 0 ca rn w 0 1 -- 0 0 O CL. 6 i 0 0 u L u � drawing no. 94 -55 rn J CC 1 `REACTION (Re) REACTION (Rc) END MULLION HEADER CENTER MULLION 1 Swl Sw2 DESIGN LOAD = Pd = PSF Sh Sw1 Sw2 HEADER CONNECTION TO CENTER MULLION HEADER CONNECTION TO END MULLION Re Re Sh (Swl OR Sw2) Pd 4 x';)e 4 FOR Re /Rc< 3000 Ibs USE CONNECTION DETAIL 0 Re /Rc <- 372-1— Ibs —USE— CONNECTION- DETAIL__ Re /Rc< 4442 Ibs USE CONNECTION DETAIL © ALL DIMENSIONS SHOWN Sh, Sw. Sw1 ETC. ARE IN FEET. 1',. 7 ti 1.1U11III.11111111rIIii111llh • ■ • HEADER TUBE AS REQD. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER HEADER TU AS REQO MIN 1/ IL 0 ALUM BOLT w/ NUT & LOCK WASHER ALT. OA MULLION TUBE AS REQO. MIN 1/8" THICK MULUON TUBE AS REDO. MIN 1/8' THICK 11x ,.1 YL18i111L11111111N1111Nbt `� • ■ • (2) It 14 X 3/4" S.M.S.— 0 EACH LEG / 2 X 2 X 1/4' I ALUM ANGLE (6063 -16) 2 LONG HEADER TUBE AS RE00. MIN 1/8" THICK (2) 4 14 X 3/4" S.M.S.- 0 EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063-16) 2" LONG ACCESS HOLE Imu Ih�1111� HEADER TUBE AS RECD. MIN 1/8' THICK ALT. ® PRODUCT RENEWED ACCITTANCE Inc. QO —00q.0% EXPTT2ATION1).A,TE D-! 220 13y _ PR J CFCON•1IWLU1VIS1( , MU) • Cf...)1)L COMPLIANCE OP HEADER /MULLION CONNECTION DETAILS . 1 ;rely Ihll dlrNllLlh11111►lllllllyd� • ■ • (2) 14 X 3/4" S.M.S. — MULLION TUBE ® EACH LEG/ AS REQO. MIN 1/8" THICK 2 X 2 X 1/4' ALUM ANGLE (6063 -T6) 1/2" 0 ALUM BOLT 2 " LONG W/ NUT & LOCK WASHER MULLION TUBE AS REQO. MIN 1/8" THICK ACCESS HOLE HEADER TUBE AS RE00. MIN 1/8" THICK (2) If 14 X 3/4" S.M.S. — 0 EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 -T6) 2" LONG 1/2" 0 ALUM BOLT w/ NUT & LOCK WASHER HEADER TUBE AS RE00. MIN 1/8' THICK R ?ono ALT. Env: OR. HUMAYOUN FAR000 STRUCTURES FLA PE 1 16557 MULLION TUBE AS REQO. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER MULLION TUBE AS REOD. MIN 1/8" THICK 1/2" o ALUM BOLT W/ NUT & LOCK WASHER ACCESS HOLE APPP,OYED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT PTa• :. '.1.00 BY PRODUC .•NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. q7- OS??_ ,Q5" C J 1- W 0 Z 0 J W 0 2 O 0 O X O r J u Z C7 _) 00 m w W _ Q u) Z z O -.3j C i • C C O c O a 0 0 �. .D 0 O v o 5 • 1 ah 5 • ni a 0 9 S C a 0 u u drawing no. 94 -55 sheet 5 or 21 STORM BAR WALL ANCHOR CAPACITY (Lbs) ANGLE LENGTH (IN.) / ANCHORS /SIDE ANCHOR TYPE BASE MATERIAL ALUM ANGLE 2 X 2 X 1/4" ALUM ANGLE 2 X 2 X 1/8" 2 1 0 CONC. 876 347 E WOOD 380 347 F BLOCK 271 271 3 2 0 CONC. 1227 520 E WOOD 760 520 F BLOCK 380 380 4 2 D CONC. 1753 693 E WOOD 760 693 F BLOCK 543 543 5 3 D CONC. 1972 866 E W000 1140 866 F BLOCK 610 610 CUP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE STORM BAR 512E 1 14 S.M.S. RON -24 RON -24 &23 RON -57 RON -56 2 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 6 X 1/8" 2 X 6 X 1/8" 3 W/ STIFFENER Sw ALL DIMENSIONS SHOWN SI,, Sw, Sb ETC. ARE IN FEET. HEADER STORM BAR 1 14 S.M.S. BUILT -OUT ANGLES 2 X 4 X 1/8' 9 -1/2" LONG LOAD ON STORM BAR ANCHOR = p — Sw Sb x Pd X FACTOR 2 ' ( # OF SPANS) IF P > CAPACITY OF FASTENERS SHOWN, ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. FACTOR = 1.25 FOR 2 SPANS = 1.10 FOR 3 SPANS Sb = STORM BAR HEIGHT TRACK CUP ANGLE /4" • EACH • 14 S. A .S. OUTSIDE STORM BAR BUILT — OUT ANCHOR DETAIL CONT. ALUM ANGLE G WALL ALT. HEADER TUBE BETWEEN MULUONS SEE DETAJL SEE SCHEDULE 2 CONT. STORM BAR TRACK 1 X 1 X 1/8" ALUM ANGLE CONTINUOUS X 5 X 1/8' ALUM ANGLE 6063 -T6 + r z 1 3/16" POP RIVETS / v /-SEE SCHEDULE SEE SCHEDULE 1 14 X 3/4" S.M.S. CHANNEL OR 1x2x1 /8" ANGLE (2) 1/4" THRU BOLT W/ LOCK NUT OR (2) B 14 X 3/4" EACH SIDE INSIDE STORM BAR TO WALL ANCHOR DETAIL SEE MULLON ANCHOR DETAJL ACCEPTANCE No HEADER TRACK CHANNEL OR 1x2x /8' ANGLE PRODUCT RENEWED — 0c09.0% Er ' RATION DATE 01 Dy AG/ BUILD ''. DC OMPLLAN Zoo R 1000 2 X 2 X 1/8' CUP ANGLE TO CEILING EACH SIDE ( NSIDE/OUTSID IORM MULLIONTO FtCORANCHOR DETAIL En9r. OR. HUTAAYOUN FAR000 STRUCTURES _ FLA. PE / 16557 2 X 2 x 1/8" x 2" ALUM CLIP ANGLE W/ ( Y 14 S.M.S. TOP & BOTTOM MULLION (CONTINUOUS) THRU BOLT LOCK NUT OR 2 if 14 3/4' S.N.S. EA SIDE SEE MULLION AN OR DETAIL APPROVED AS COMPLYING WITH DIE SOUTH FLORIDA BUILDING CODE DAT P ; E : E• �� BY �OI_�!�/_�!_. PRODUC •'NTROI DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ND 97 z N v w 0 `° 0 ° o c_ • LA- O X N- w 0" 0 n 0 -^ L� vi °j 0 Cz, wt n�`o I z 0 en d w 2 vt c O v 0 N -J 0 CC cn 1 - w 0 z 0 1-= 0 w z z 0 0 cc m O 1- 1n O cn 0 0_ O > o W J 0 U — CO w Z z -J N. 1-z z O 1 u— 1 � a1 Ln cA 0 0 u V n 0 0 ■ c 0 0 0 6 • N 3 0 o , 0 U 9 P 0 0 O N o_ 1 c drow;ng no. 94 -55 sheet 6 of 21 „ Es 12112 imm IR62X65 -3 12 if MEM ME MIME NM 00 0 0 ME Amman= „domunsai ■■ O. —mai-- ,,,■MOO ,'.,W ,,,'MAMMM. 1 :!", c„ I O'CM/ t M■, M. MMORAMM MO MO IMINEMEM NM ,,,."U��M„">” .N. M. ►-rnRWM_ E' ■■■■■ N N t9 W lL In CL 0 sr 2 X 6 TOP SUPPORT 2 X 6 TOP SUPPORT TWO SPANS MMMMMMMMMMMMMM ■1■ OMMO ■.N■, UMM MMEMEMMEMMIMMMM ,",.,,,,'O"■'.. NMEMM.■„■„■■, ■ MMMMMMMMMffMMMM `1'1..,,'.,■'.■' ,\,",■,MO ■,■,■■ EMEMMEMMEMMMEM ■IMMIMM RM"'■, r",".,,"". ■■ BEILIM„"., .■.,,, 'M■,,.,. ■■■MAMOMM■,,', MMIMMIMEMOMMME MOMMEMBOAMBEE mommilMEMEEMEM PSR2X6 -2 bg 7 25 3d 925 ldd !]d L3d 60 10 HQ 90 10d 110 126 Lad SHUTTER WLOTH - IN - TwD SPANS SHUTTER WIDTH - EN - TWO 5PAN5 90 1 11 120 1325 14E1 150 Lbd 5HUTTER NLDTH - IN - THR 5PAN5 I7 0 .N N�9 2 X 6 TOP SUPPORT - TWO SPANS Dgu2X6 -2 OEFL. AT 10 P5F N N N 0 THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. By THREE SPANS lA 2 X 6 TOR SUPPORT 0 bi THREE SPANS 925 1 1125 1225 1325 14 j15d Lod 5HUTTER WIDTH - IN - T HRF; 5PAN5 2 X 6 TOP SUPPORT - TWO SPANS WITH STEEL STIFFENER MIMMI..,.M■..■■ ",\"■I I U„■L! w ■■ „1..,,, ■.,.■'■■ 1\,M„■"O MEMEM. 0 MEMOMMMEIMMUMEM MEMMEMMUMEMOMM Y 0 „n MMIMMOMMOMIMMIMM W • O ■ "■■■MPIM.,■" IMMMINIMELIMMOM 00000000001000 MMEMMIMMEMMEHMM PS2X6S - N bA 10 80 90 10d 110 126 130 b0 Td Bd 90 100 110 SHUTTER WIDTH - IN - TWD SPANS SHUTTER WIDTH - IN - TWD PRODUCT RENEWED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 2 X 6 TO ACC 'TANCENo._(jb » 0004 0% TION DATE /2 3 // • PR' C 1' CANTROL DIVgN WITH STEEL STIFFENER 1\EMEMMEN►'d •rya■ ■.OMMM.■■■■■■ 00000000000000 .,■"M,..,■■■■ OMMUMM MI ■.,■■. .". MINEMMMM,■■ ., ■,.,'..,.". ■,■, EMMU ,■■, MOIMMMOMMEMMMEM ,""M,"".,. „"■N■,. MMOMM MMEMEMMENNEMEM MEMMEMMEMMEMME MEMEMME",M',, MMOMMEMM►UE!Ui MINIMMEMMEMEMOM MOIMMEIWGEMPIN 92 L60 116 Ltd 1325 1.4d 156 ltd RS2X6S -3 SHUTTER HIDTH - IN - THREE 5PAN5 ENO POST 2 X 6 TOP SUPPORT - TWO SPANS WITH STEEL STIFFENER w 0 N 0 N z 1-/ 0 - 12X652 OEFL. AT 16 P5F Aiii/ MOM MEM AMMO DAT _ 9 iiiiiiiiiiiiii pry ppm 010 0 0 4 Adlifill BY PROM .•NTROL DIVISION 126 Lad SPANS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ND 97 - 6? 2 4. 0 5 2 X 6 TOP SUPPORT - TI-PEE SP /INS WITH STEEL STIFFENER 0 013142x653 OEFL. AT 111 P5F z O {-1 U w 0 0 END POST 925 Led lld 120 1325 1425 15e 1625 SHUTTER HI - IN - THREE SPANS STORNI BARS 4- 0 O w 2 POST STORM BARS 0 z J THREE SPANS • TO P SUPPORT • TWO SPANS TOP SUPPORT r c 0 .; v U - w O N F- `D N 0 Ln o_ w - - Z w ' o Z r1 N 3Q O m O N W w In O LL O Z N Gni N. 0 c 0 0. 0 U "0 >- .D 0 0 0 9 • c. 0 O • n 0 0 a 1 0 0 8 W 4, N 0' a 0 0 AY R rowi no. H 94 -55 sheet 15 of 21 12112 II-1 /// MIMI 11111 12 if MIME Amman= „domunsai —mai-- 1 :!", c„ N N t9 W lL In CL 0 sr 2 X 6 TOP SUPPORT 2 X 6 TOP SUPPORT TWO SPANS MMMMMMMMMMMMMM ■1■ OMMO ■.N■, UMM MMEMEMMEMMIMMMM ,",.,,,,'O"■'.. NMEMM.■„■„■■, ■ MMMMMMMMMffMMMM `1'1..,,'.,■'.■' ,\,",■,MO ■,■,■■ EMEMMEMMEMMMEM ■IMMIMM RM"'■, r",".,,"". ■■ BEILIM„"., .■.,,, 'M■,,.,. ■■■MAMOMM■,,', MMIMMIMEMOMMME MOMMEMBOAMBEE mommilMEMEEMEM PSR2X6 -2 bg 7 25 3d 925 ldd !]d L3d 60 10 HQ 90 10d 110 126 Lad SHUTTER WLOTH - IN - TwD SPANS SHUTTER WIDTH - EN - TWO 5PAN5 90 1 11 120 1325 14E1 150 Lbd 5HUTTER NLDTH - IN - THR 5PAN5 I7 0 .N N�9 2 X 6 TOP SUPPORT - TWO SPANS Dgu2X6 -2 OEFL. AT 10 P5F N N N 0 THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. By THREE SPANS lA 2 X 6 TOR SUPPORT 0 bi THREE SPANS 925 1 1125 1225 1325 14 j15d Lod 5HUTTER WIDTH - IN - T HRF; 5PAN5 2 X 6 TOP SUPPORT - TWO SPANS WITH STEEL STIFFENER MIMMI..,.M■..■■ ",\"■I I U„■L! w ■■ „1..,,, ■.,.■'■■ 1\,M„■"O MEMEM. 0 MEMOMMMEIMMUMEM MEMMEMMUMEMOMM Y 0 „n MMIMMOMMOMIMMIMM W • O ■ "■■■MPIM.,■" IMMMINIMELIMMOM 00000000001000 MMEMMIMMEMMEHMM PS2X6S - N bA 10 80 90 10d 110 126 130 b0 Td Bd 90 100 110 SHUTTER WIDTH - IN - TWD SPANS SHUTTER WIDTH - IN - TWD PRODUCT RENEWED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 2 X 6 TO ACC 'TANCENo._(jb » 0004 0% TION DATE /2 3 // • PR' C 1' CANTROL DIVgN WITH STEEL STIFFENER 1\EMEMMEN►'d •rya■ ■.OMMM.■■■■■■ 00000000000000 .,■"M,..,■■■■ OMMUMM MI ■.,■■. .". MINEMMMM,■■ ., ■,.,'..,.". ■,■, EMMU ,■■, MOIMMMOMMEMMMEM ,""M,"".,. „"■N■,. MMOMM MMEMEMMENNEMEM MEMMEMMEMMEMME MEMEMME",M',, MMOMMEMM►UE!Ui MINIMMEMMEMEMOM MOIMMEIWGEMPIN 92 L60 116 Ltd 1325 1.4d 156 ltd RS2X6S -3 SHUTTER HIDTH - IN - THREE 5PAN5 ENO POST 2 X 6 TOP SUPPORT - TWO SPANS WITH STEEL STIFFENER w 0 N 0 N z 1-/ 0 - 12X652 OEFL. AT 16 P5F Aiii/ MOM MEM AMMO DAT _ 9 iiiiiiiiiiiiii pry ppm 010 0 0 4 Adlifill BY PROM .•NTROL DIVISION 126 Lad SPANS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE ND 97 - 6? 2 4. 0 5 2 X 6 TOP SUPPORT - TI-PEE SP /INS WITH STEEL STIFFENER 0 013142x653 OEFL. AT 111 P5F z O {-1 U w 0 0 END POST 925 Led lld 120 1325 1425 15e 1625 SHUTTER HI - IN - THREE SPANS STORNI BARS 4- 0 O w 2 POST STORM BARS 0 z J THREE SPANS • TO P SUPPORT • TWO SPANS TOP SUPPORT r c 0 .; v U - w O N F- `D N 0 Ln o_ w - - Z w ' o Z r1 N 3Q O m O N W w In O LL O Z N Gni N. 0 c 0 0. 0 U "0 >- .D 0 0 0 9 • c. 0 O • n 0 0 a 1 0 0 8 W 4, N 0' a 0 0 AY R rowi no. H 94 -55 sheet 15 of 21 N a_ MAX. DEFL, SPAN /l69 x 6 POST - SINGLE SPANS .,--- 7g ■-.,�11111 t9 -11111,-11111---1M111111111 _ -----at®_- __-_-_-- _-„-- „---'- :: ii:L. ■ ----`----` M -_--_-_ ■ 1110111111116 :4111111111111M11111111111 ` '-_ -' _-_ '.--'- RPX X6DC1 ,-- = =— 1 ----- 3 41 50 60 70 Sd MODULE WIDTH - IN - SINGLE SPAN5 SINGLE SPANS END POST - SINGLE SPAN 111 1111111-111111--■ a • -- -- `�-� LJ ,- --II_- cc _-- 0181M111--. • ”- `-_.- 0- --_ani_` z e \IIIIMMINI\���■ N RP2X6EPt MAX. DEFL, SPAN/1B0 ,-- 3� c d 5d MODULE WIDrH - IN 60 7d ed 5INGLE 5PAN5 STORM BARS x 6 POST - TWO SPANS ii!i!! i::::r' .. -....-.' oe RP2X60C2 MAX, DEFL, SPAN /169 IMIWIN!!1 :g: MMINIMMITMLI r t9 N 6Y - 7 8d 90 100 110 120 130 MODULE WIDTH - IN. - TWO 5PAN5 STORM BARS MODULE WIDTH POST— Tw --N5 MOOUtE ROTH ENO POST- x 6 ENO POST - TWO SPANS 111111161111111111 1111111111111111111111111 ■. ► N ■.,.■■,'■.■ L(17) m `��„���■�� m 11111111M11111Mice \EM RP2X6EP2 MAX. DEFL, SPAN/I9? '■■.. 6!' 0 8d 9d lad 12e1 lad MODULE WIDTH - IN, TWO 5PAN5 x III MII I MIIIIIIIMIMIIIIIIIIIIEII L 6 POST - THREE SPANS Milieglannlliiii .111111111 11111111111112. i (.- IMMINIMINIMI■ ■■■`■ 11: -4 �■.■■■■ ■ ,t IIMIUMNIKEN is ' ��■���� IMIIIMIVIM `IEMI_ z s = ���1.�►._ cn 1111111111111171111— MIIIIIIIIAN R 2 X 6DC3 MAX. DEFL, 5PAN /169 1111 r) is nJ m 9Ff LIld 1121 Ltd 130 144?/ 1511 L60 NODULE WIDTH - IN - THREE 5PAN5 THREE SPANS 2 x 6 END POST - THREE SPANS is I I IIF __ CL IIIi ______ — II I I 1 I I MI r MUM RP2X6EP3 MAX, DEFL. 5 PAN /169 91f 1 dd 1 1eJ L20 13d 14d ) e L60 MODULE WIDTH • IN - THREE 5PAN5 AY . I_•8 2000 PRODU T RENEWED ACCEPTANCE No. OO - Og. D9. O E, - "IR. \TION I)A I L © 2'r72-003 By Env: OR. HUMAYOUN FAR000 STRUCTURES FL,1 PE 16557 DL UJuU,� CODLCA "1'I bdtUfUvC I. �UI APPROVED A S COMPLYING W1T THE BY SOUTH FLORIDA BUILDING CODE DATF PTEHP�EK .. 9��J i�. PRODUC C I TROT DIVIS!ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 7- D BZ6. b5 T N 0 0 ■ drawing no. 94 -55 sheet 1 2 of 2 1 2 x 4 POST WITH STIFFENER - SINGLE SPAN3 30 50 60 "70 SO MODULE WIDTH - IN - SINGLE SPANS POST END POST • �-- MODULE WIDTHMOOULE WIDTH SINGLE SPANS 2 x 4 END POST - SINGLE SPANS WITH STIFFENER 30 4 5d 6d 7 ed MODULE wIOTH - IN - SINGLE SPANS STORM BARS - ..-- -■' - -E -- ,--- -, --IEE ,.■■,.__,,■■■.' - „--- `-ai- - -.— ..■..-■••-.__ --- .'- - - -' - ■'-- ■MMIMMOIE - MEEM- IESI-- -- isimmirowirammi -- 1E--- -EN- -111161 Iximmam !*l- -so MIS\- -E it --E-■11 BEIMMEIEIBIREENIE iliaMMTI -r-`M 4” 60 Td ed 90 10d 110 120 130 MODULE WIDTH - IN. - TWO 5PAN5 Z 0 (A W N cn tz1 x 4 POST WITH STIFFENER - TWO SPANS POST STORM BARS ' MODULE WIDTH f .IOOULE WIDTH _________] TWO SPANS END POST -- 2 x 4 END POST - TWO SPANS WITH STIFFENER RP2X4E50 MAX. DEFL. SPAN /16g 70 8d 90 10d 11d 120 130 MODULE WIDTH - IN. - TWO SP AN5 CV kh IrEssenummea -- RPZX43F3 ;MAX, DEFL. 5PAN /160 4 STORM BARS 2 x 4 POST WITH STIFFENER - THREE SPANS 90 100 110 L20 138 140 15PS 160 MODULE WIDTH - IN - THREE 5PAN5 • THREE SPANS 2 x 4 END POST - THREE SPANS WITH STIFFENER RPZ MODULE WIDTH MAX. DEFL. SPAN /160 POST AIL STORM BARS 9� ldd 110 Ltd 130 14d 15d L6d MODULE WIDTH - IN - THREE SPANS 1 AY 1 8 ENO POST MOOULE w orH ! RENEWED AC'OEPTANCE 0O ~06 TION DATL 01 _ 00 .0. if ., • 4 P Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 16557 PR - DU °t' CON 'l ROL uiv>.: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 � BY ��• � PRDDU T .+NTROL DIVISION , BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 97 OR ?,6 • 6.5 0 QJ 0 0 O < O W r ' 1 J Z ao I W 0 0 N O O 2 CC cn u) a) i 0 0 0 0 0 0 0 a O 5 b • cal 5 csi 0 U W W A 0 D 0 ) drown no. 94 -55 sheet 11 o121 dote: 07-22-94 262 —6978 „-_---- n NE MEM 1E11 V 2 MI- 61 1•1111111 El 1E1 M. EMU EMI ME. ■111 MI 112 _-- -_ . i EMI WI -- iimimiiiii - NE 01. •MI- - -- ,ER _m2, MI OM, WW1 NMI _ ■1111KNENIMI - -_ ' 1111111111 - _-m.r- Ibr.. -" t9 111r111111E11 -11b1. 9 0 INI '411r.— Ell .. r'imT" 08 .D9 smanim _-_ soram........_ r �_' - Tl-_- b GI E -- - -._ b 0E' 0 _mi-'res _on— RP2X45F1 MAX. DEFL. 5PAN /160 1 '-- ' 2 x 4 POST WITH STIFFENER - SINGLE SPAN3 30 50 60 "70 SO MODULE WIDTH - IN - SINGLE SPANS POST END POST • �-- MODULE WIDTHMOOULE WIDTH SINGLE SPANS 2 x 4 END POST - SINGLE SPANS WITH STIFFENER 30 4 5d 6d 7 ed MODULE wIOTH - IN - SINGLE SPANS STORM BARS - ..-- -■' - -E -- ,--- -, --IEE ,.■■,.__,,■■■.' - „--- `-ai- - -.— ..■..-■••-.__ --- .'- - - -' - ■'-- ■MMIMMOIE - MEEM- IESI-- -- isimmirowirammi -- 1E--- -EN- -111161 Iximmam !*l- -so MIS\- -E it --E-■11 BEIMMEIEIBIREENIE iliaMMTI -r-`M 4” 60 Td ed 90 10d 110 120 130 MODULE WIDTH - IN. - TWO 5PAN5 Z 0 (A W N cn tz1 x 4 POST WITH STIFFENER - TWO SPANS POST STORM BARS ' MODULE WIDTH f .IOOULE WIDTH _________] TWO SPANS END POST -- 2 x 4 END POST - TWO SPANS WITH STIFFENER RP2X4E50 MAX. DEFL. SPAN /16g 70 8d 90 10d 11d 120 130 MODULE WIDTH - IN. - TWO SP AN5 CV kh IrEssenummea -- RPZX43F3 ;MAX, DEFL. 5PAN /160 4 STORM BARS 2 x 4 POST WITH STIFFENER - THREE SPANS 90 100 110 L20 138 140 15PS 160 MODULE WIDTH - IN - THREE 5PAN5 • THREE SPANS 2 x 4 END POST - THREE SPANS WITH STIFFENER RPZ MODULE WIDTH MAX. DEFL. SPAN /160 POST AIL STORM BARS 9� ldd 110 Ltd 130 14d 15d L6d MODULE WIDTH - IN - THREE SPANS 1 AY 1 8 ENO POST MOOULE w orH ! RENEWED AC'OEPTANCE 0O ~06 TION DATL 01 _ 00 .0. if ., • 4 P Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 16557 PR - DU °t' CON 'l ROL uiv>.: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 � BY ��• � PRDDU T .+NTROL DIVISION , BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 97 OR ?,6 • 6.5 0 QJ 0 0 O < O W r ' 1 J Z ao I W 0 0 N O O 2 CC cn u) a) i 0 0 0 0 0 0 0 a O 5 b • cal 5 csi 0 U W W A 0 D 0 ) drown no. 94 -55 sheet 11 o121 dote: 07-22-94 262 —6978 „-_---- n NE MEM 1E11 V -- _ - -_ \ El 1E1 M. EMU EMI ME. ■111 MI 112 EMI WI -- -` •MI- - -- _m2, MI WW1 NMI _ ■1111KNENIMI - -_ ' -`_`- - -" bah._ 9 0 b GI R P z X 4 E 31 MAX, DEFL 5PAN /160 1_.1111 '-- 2 x 4 POST WITH STIFFENER - SINGLE SPAN3 30 50 60 "70 SO MODULE WIDTH - IN - SINGLE SPANS POST END POST • �-- MODULE WIDTHMOOULE WIDTH SINGLE SPANS 2 x 4 END POST - SINGLE SPANS WITH STIFFENER 30 4 5d 6d 7 ed MODULE wIOTH - IN - SINGLE SPANS STORM BARS - ..-- -■' - -E -- ,--- -, --IEE ,.■■,.__,,■■■.' - „--- `-ai- - -.— ..■..-■••-.__ --- .'- - - -' - ■'-- ■MMIMMOIE - MEEM- IESI-- -- isimmirowirammi -- 1E--- -EN- -111161 Iximmam !*l- -so MIS\- -E it --E-■11 BEIMMEIEIBIREENIE iliaMMTI -r-`M 4” 60 Td ed 90 10d 110 120 130 MODULE WIDTH - IN. - TWO 5PAN5 Z 0 (A W N cn tz1 x 4 POST WITH STIFFENER - TWO SPANS POST STORM BARS ' MODULE WIDTH f .IOOULE WIDTH _________] TWO SPANS END POST -- 2 x 4 END POST - TWO SPANS WITH STIFFENER RP2X4E50 MAX. DEFL. SPAN /16g 70 8d 90 10d 11d 120 130 MODULE WIDTH - IN. - TWO SP AN5 CV kh IrEssenummea -- RPZX43F3 ;MAX, DEFL. 5PAN /160 4 STORM BARS 2 x 4 POST WITH STIFFENER - THREE SPANS 90 100 110 L20 138 140 15PS 160 MODULE WIDTH - IN - THREE 5PAN5 • THREE SPANS 2 x 4 END POST - THREE SPANS WITH STIFFENER RPZ MODULE WIDTH MAX. DEFL. SPAN /160 POST AIL STORM BARS 9� ldd 110 Ltd 130 14d 15d L6d MODULE WIDTH - IN - THREE SPANS 1 AY 1 8 ENO POST MOOULE w orH ! RENEWED AC'OEPTANCE 0O ~06 TION DATL 01 _ 00 .0. if ., • 4 P Engr: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE 16557 PR - DU °t' CON 'l ROL uiv>.: APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 � BY ��• � PRDDU T .+NTROL DIVISION , BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 97 OR ?,6 • 6.5 0 QJ 0 0 O < O W r ' 1 J Z ao I W 0 0 N O O 2 CC cn u) a) i 0 0 0 0 0 0 0 a O 5 b • cal 5 csi 0 U W W A 0 D 0 ) drown no. 94 -55 sheet 11 o121 dote: 07-22-94 262 —6978 N111- - -'__ 1�rr rr��M11\ r- rr \��r r ►�r�1111r•► =3r rr rr ■rr -51111 11■1rrrr10 r \�r►�rr \rr I11r ■\r1111M111111r INIMMIIIMINIIM INIIMMOMIIRME111111M51111 --`_' T8 MOM_ IM NM I_ MI RP2X4CE1 MAX, DEFL, SPAN /l80 x 4 POST - SINGLE SPANS 30 4pf 50 60 - 70 e MODULE WIDTH - IN - SINGLE SPANS POST END POST -.--MODULE WIDTH -- 1- -- MODULE W DTFt SINGLE SPANS 2 x 4 ENO POST - SINGLE SPANS RP2� MAX. 3d 50i 6d 7d 8d MODULI= WIDTH - IN - SINGLE SPANS w CC N W rY CL z w O N STORM BARS N -- J l9 x 4 POST - TWO SPANS SIrr�!!Irr11:'�r I r rr�. mumimimumnom.... rr��rrr►��� r1111111.N ■.-- 111■1r rr \111rr111r ►rrN\rr` r ►rr \3011 1111iri►111rr1:1 r -.I 1118.1r11►�lEIM 'r►rr�i��� — E111rr1110r� ���y — _! I 111111 RP2X4CEZ MAX, DEFL, SPAN /18g St- UT 60 - 70 80 90 106 110 120 130 MODULE l4 LOTH - IN. - TWO SPANS POST STORM BARS MODULE WIDTH NOOULE WIDTH TWO SPANS END POST x 4 ENO POST - TWO SPANS ■ \rr►rrrrrr r��rr ► \rrr�r ■r \`err \rrr \. 1■111Ir51rrrM11r• r ■rr►M!11r0rr N11r \rr ■!err \■ ��r ►rr��rr� r rIIMrr11111111■■ ►r1Mr IM1rr61� r \r111r!!!!11-1.111l1!l1 1•11111\r ►IIIIII`r IIr\'E111110!7lLIMr 5r1=111r1• , �..M1 r\'r�111115111r II: I ■ r RP2X4EO2 MAX, DEFL, SPAN /l80 bd - 70 ad 90 10d 110 lad 1J0 MODULE t +LOTH - IN. - TWO 5PAN5 x 4 POST - THREE SPANS .rr,rrr`r - rL6. N r11M1rr0rA`'rr 11111111111111111•11111 1111111111 1111rr1111\rr1M 111.- 1011.1111111111K111 r1111: \_ r1ra0l . _. ■ ■rrr\■11rr1111111r rlrl111∎_.a_ ■ rrrr1M111r11111111 ~ - _ !!1.11rrrr�i r�� \rrrr Ir RPZX4CE3 MAX, DEFL, SPAN /180 ■ a_ LJ 0: ^ V7 LJ m z H m m o m t9 N 90 100 110 120 138 140 152f 1.60 MODULE WIDTH - IN - THREE SPANS THREE SPANS x 4 END POST - THREE SPANS RP2X4ED3 MAX. DEFL, SPAN /180 0- 9e Led 11e Lzd 13e 14d 15e1 L6d NODULE WIDTH - IN - THREE 51" AN5 MODULE WIDTH --- 4 PRODUCT RENEWED ACCE TANCE _00 '' 06 ° ? • 0 �6 RATION D\ rI: �/? �._ 2-003 PRO BUILD Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE 1 16557 1 JCT 'UN U1VtUN ., 'ChUFFl • .�MP TN HE SOLrTH FLORID A BUILDING CODE W1 DAT • ■te • C 19 1 T BY PRODU' eNTROt DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 97- . 05 0 H Q CC 0 CC 0 U CO* 0 0 CO CV n 0 0 x c W 0 z W r-1 0 z _J << 0 L 0 Cr C•1 —I 171 w O Z 'v Qr W 0 N c 0 C. u 0 0 0 0 0 0 LC 4 P 0 0 0 64 • N 0 0 0 u n 0 N 0 0 0 drawing no. 94 -55 sheet 10 of 21 N 2 x 3 POST - SINGLE SPANS RP2x3CE1 MAX. DEFL, 5PAN /189 3V5 4g 5d MODULE WIDTH - IN POST .- -. . - - MODULE WIDTH END POST ▪ MODULE WIDTH 4 60 a0 - SINGLE 5PAN5 SINGLE SPANS 2 x 3 END POST - SINGLE SPANS --' -- -- EMINIUMMINUMI „--, - - -. -_-- -\ - 4 iE!I - tY 1 --- ■- - u� -_-- 'BLS � w • - - -`-'∎ cv _ ∎�1 m N RP2x3EO1 MAX. DEFL, SPAN/15? 3� 40 5d 60 '70 e0 MO DULE WIDTH - IN - SINGLE SPANS 0 N STORM BARS 111, - - -, 1111-1111111MM - .. - - -, -111 -- , - - - -,21 ..- ,■ - -■` 11111111 ■ 111 1111111■111111111M11111111M- 0111 111111M1111111111INSI -` -- ,SE311-. : :i:u::r » - :;: i ii- Nr - -"" RP2x3E02 MAX, DEFL. 5PAN /1S? 'c;') li V) a- m CC Ul V) m 0 z L,m H m N w om 0 0 N 2 x 3 POST - TWO SPANS LII:IIIii 111111111 111111111111121111111M 6._ -'-..-.'4111 i�1►�11!�!!- #IIlli1�. i-- 1 M1111rii1b._ __..__._ 111111■-111-"111- ".■„■■■II■_ -.`111 4 ■`'■ 1110111ir111iii F 2 x3C E2 ice 1 � � R PX3C MAX. DEFL, 5PAN /189 60 - 70 MODULE POST B0 WIDTH - 90 0 0 STORM BARS 110 120 IN. - TWD SPANS 3 d END POST —.- MODULE WIOTH MOOULE WIDTH TWO SPANS x 3 ENO POST - TWO SPANS 60 - 70 80 90 100 110 120 13d MODULE NLOTH - IN. - TWD SPANS CSI 0 N m STORM BARS N 0 -RM.-M.. 11171- - - `. iir RP2X3CE3 ;MAX. DEFL, SPAN /189 9Y 100 NODULE 91f t 00 r1DoULE 1 2 X 3 PoSr - THREE SPANS 11F1 120 130 14P1 WIDTH - IN - THREE r_ MODULE WIDTH POST THREE SPANS 2 x 3 END POST - THREE SPANS j R P2X3E03 _ MAX, DEFL. 5PAN /189 -08 110 L20 13d WIDTH - L - 140 THREE 150 160 5PAN5 STORM BARS 150 1.60 SPANS MODULE WIDTH 9r: OR. HUMAYOUN FAR000 STRUCTURES FLA. PE + 16557 END POST T RENEWED ACCEPTANCE Nu._QD'"U `f �0 ,0b EXI AT1ON DATE 6/ 200 Ely PRO MILD ) ? :i UCT CONTROL DI VLSI() SOUTH F1O BUILDING CODE DATFSE' /EHPEK 19 BY i� PRODUC •'NTROL DIV!S,ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 97 -DS ?6. 05 t'Th 0 E-4 0 1L 0 0 or 0 0 CG N 10 N 0 X N 'h W 0 z W - o ) < < <`° U 1 o N � � L- N 0 z - u) o Zcr C 0 H .; V) O D ) 0 J 0 cc D o O Q O U -J Z O � c o O 0] I W W ? - 0 ZO r. Q z 0 ( tn 1 C O ,4 U u 0 0 0 0 O 0 0 m A 0 0 0 O a Y �fi drow;ng no. 94 -55 (sheet 9 of 21) _D4 IL. T R iuIu al ili 9 uu ILI j) 1 m 41 11t e E gt IN ■ ,�■, Iowa lilt uuuuuiiu Uiii!iiiL RF'2X2CE2 f1Ax. DEFL, 5PAN /190 ■ ■ MAX DELL. SPANi1SZ 1111111111111111111111 ^ ■, ■■ ■, III a �. ■ ■■ ■ ■ ■ ■ ■ ■ ■,► ,: -' RhiU$R W ■_ ■ ■�►' ■■ z 11111111=1111121.1111111 N 1111111E1111111111L. a ,IN■'■I■ SINIONSIIIIMIN IIIIIMMEIBMEL__ --1 ru m ru x 2 POST - SINGLE SPANS 3d 4e 5d 60 7d ed MODULE WIDTH - IN - SINGLE SPANS POST Rp2x2CE1 ENO POST -- MODULE WIDTH MODULE WIDTH SINGLE SPAN$ 2 x 2 END POST - SINGLE SPANS ■ ■■ ■ ■ �■■i. . . RP2X2C01 MAX. DCFL, 5PAN /1B0 .. 3� QS 50 60 70 80 MODULE WIDTH - IN - SINGLE SPANS ( 0 x 2 POST - TWO SPANS b 70 50 9d 100 11d 12P1 1.30 N mODULE WIDTH - IN. - TWD SPANS POST MODULE WIDTH MODULE WIDTH TWO SPANS x 2 ENO POST - TWO SPANS i uui.auuuiiui ■ ■ ■ ■ ■ ■" IMIUMMMMEMINIMMOMMO ■ M 121111■�■ ■1W�■�■■■ ■■ ■ ■,`'�■�:a:iNI1■ ■ ■■ IIIMMUMMOMMIIIMU 111311■ ■11161. ■ ■ ■1110111 ■1110-111 ■1165.11111■ ■ ■ ■■ ■ ■'M ■■■''. ■ ■■ mairentecisermummiiisgram ■ ■■ ■■■■ RP2X2E02 MAX, DEFL, 5PAN /190 b0 70 eel 90 100 11 1 20 Lad MODULE WIDTH - N. - TWO 5PAN5 —4 t5 CU � � rU x 2 POST - THREE SPANS 5 RF2X2CC3 MAX, OCFL, 5PAN /150 EF rit 90 100 110 120 130 140 150 150 MODULE WIDTH - LN - THREE SPANS THREE SPANS x 2 END POST - THREE SPANS _ismommiumm., ■ ■ ►_ ; g ems• am .._ uIiiiiuII Immaimmairom ■ : ■ffe®1 ■■all= 9d Led 1.1Z 120 130 140 150 160 MODULE WIDTH - LN - THREE 5PAN5 RP2X2ED3 neX OEFL, SPGNi1H0 E TiRATION DA'I E _C Engr: OR. HUI.1AYOUN FAR000 STRUCTURES FLA. PE 1 16557 CT RENEWED AcCBPfANcE N0. _0O . 0 Dy f CONTROL UIv DECOMNLIANC ICE APPR.'ED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATFPTE7k ? 992 BY PROOUSI ONTROI DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. g'7-6g26.66 Z 0 Z L' W ° O O cn E z C� z > "1 0 C4 vi �' o . - t Z Q W N U O 0 a 0 N 0 0 0 w 0 Q m rn 0 V C c ) a U U G • or m 0 0 0 N 0 O P c drowing no. 94 -55 sheet 8 of 21 POST LOADING CHARTS dr. by: liA1.410 CUP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE MULLION SIZE 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 4 X 1/8" W/ STIFFENER 2 X 6 X 1/8" 2 X 6 X 1/8" w/ STIFFENER 1 14 SMS 2 3 4 5 6 P Sh P Sh MULLION TUBE AS REOD. MIN 1/8' THICK WALL CONNECTION TOTAL LOAD ON MULLION 4 Pd = Pd = X Sw X Sw 2 LOAD AT ANCHOR AT TOP = Pt = P ' Sb Sh Lbs (END MULLION) Lbs (CENTER MULLION) Lbs MULLION WALL ANCHOR CAPACITY (Lbs) ANGLE LENGTH IN.) 2 X 2 X 1/4" 6.25 8.75 1 1.25 13.75 1 ANCHORS /SIDE 3 4 5 6 TYPE R 0 E F 0 E 0 E F 0 F MATERIAL CONC. w000 BLOCK CONC. w000 BLOCK CONC. W000 BLOCK CONC. w000 BLOCK CAPACITY OF CONNECTION 2629 1140 814 3505 1520 1085 4381 1900 1356 5258 2280 1628 SAME AS ABOVE Sh ANCHOR DESCRIPTION ANCHOR O .. 1/4" TAPCON 1 -3/4' EMBEDMENT TO CONCRETE 1 -1 /4' EMBEDMENT TO BLOCK ANCHOR BO - 114 S.M.S. w/ RAWL SCRU -LEAD INTO CONCRETE 1 - l/2" EMBEDMENT ANCHOR lC) 1/4' x 1 -1/4' HILT1 METAL HIT ANCHORS 1' EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©= 1/4' RAWL CALK -IN, TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= 114 S.M.S. INTO W000, 1 -1/2' MIN. EMBEDMENT ANCHOR ®= 1/4' X 1 -1/2' PIN CRP 1/2 MIN. EMBEDMENT TO CONCRETE OR BLOCK NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND TNE COVERING (STUCCO. TILES, ETC.) ENO MULLION — 1 CENTER MULLION AT BOTTOM = Pb = P - Pt = Lbs IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. 5w Sb SEE SCHEDULE MULLION TUBE AS REQO. MIN 1/8" THICK SEE TABLE BELOW 2 X 4 X 18 2 X 4 X 1/8' 1/2" 4 W/ STIFFENER KwK BOLT 2 X 6 X 1/8' I/8'' I/2 _ 4 2 W/ STIFFENER K WIK BOLT ALL DIMENSIONS SHOWN Sn, Sw, Sb ETC. ARE IN FEET. SEE TABLE BELOW a SLAB CONNECTION MULLION CONNECTION TO FLOOR & CEILING N0. OF FASTENERS REQO. EACH SIDE MULLION FASTENER TOP BOTTOM SIZE TYPE CONC. WOOD CONC. WOOD 2 X 2 X 1/8 A 1 - I _ 2 X 3 X 1/8' 3 - 2 - • 2 E A 2 B 6 C 3 2 4 2 4 2 2 3 PRODUCT RENEWED AzCCTJPTANCE No.7O - 0c. OS 0?, / FAT • AT1ON DATE 09 Ely PR 13U a♦ UCT CONTRuL 1 DE COMP v1SIUN L.1aNCL OF Env.. DR. HULAYOUN FAR000 STRUCTURES . FLA. PE 1 16557 APPROVED AS COMPLYING WIT11 TH1 SOUTH FLORIDA BUILDING CODE DAT .P7-6-7-(86 g q� BY PRODU ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0,4'• Og2A• 0.5 c 0 . z3` z U W O (� u U Q 0 CC o O Q_ Z Q; l O cn '- U W 0 z n 0 z 5 �1 Cal > co o Q < 1 0 o_ ° Q: crc W Ct � vi Err W N 0 z n a �n CO rn N CV N N J 0 x 0 m z 0 J D rn 0 O 0 Ol 0 O ¢ O U - J . u z • J CO _ 1 U- Z Q^ Z 0 2 sheet 7 of 2 1 0 r) 0 0 CC 0 .c U 0 0 0 `C7 0 3 x 0 0 W ot 0 0 0 i c u drown no. 94 -55 Cs N 2 X 3 TOP SUPPORT - TWO SPANS bd _d Bd .1d ltd 1 d 126 Lad SHUTTER kID r1 - IN - TND SPANS 2 X 3 TOP SUPPORT - T14REE SPANS minim ........ ........ mmummemmum „'`.". mum RgP2X3 -3 9� L6d 11I'1 12d 13d lad 156 Ltd 5HUTTER NLDrh - IN - THREE S PANS z H � to 2 X 3 TOP SUPPORT - TWO SPANS 0 ISIGNINI Antlifill1111 0 : 02142x3 -2 OEFL. AT 16 P5F ba - id ad ld 1dd 11d ]z6 Lad 5r1UTTER WIDTH - LN - Two SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT REFERENCE SEE SKETCH FOR FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF IMENIMEN IMMINMEMMI IMPRIMMINI MENIMMEN mannommin nummonso inammomm nammummom ld L6d 1111 LZd 130 140 15d Ltd SHUTTER N LDrh - IN - THREE SPANS ss RGR2X4 -2 o '.,"� , ,1u■■.■m.. CU "„■■■'■■um■■ ■'.� MEMO'S'... MI MM, I!■■ t s REIMMUMMINENIMIN LC 1111111MINMEINUMI 11I\MEMOOM.L ui IMMIELMEMINERli N 2 X 4 TOP SUPPORT - TWO SPANS N bd "Id ad ld 11111 SHUTTER WLOTH - IN 21. egl 2 X 4 TO (11 ACCEPTANCE No._ DD _ 06 C TRAT1oN I)ATiE B y Ild 126 Lad TWO SPANS PRODUCT RENEWED / /.._ .' 7CONTROL D ed lUN 8 ilk .,I■ ,■■■, . ■ ■■ __ � , ■�I♦,.■111 11111111 111131M1111111111111 111111111111 01111116111111111111 "'11����■■, ..aI.■l■■m■.. „ II"■1M'■■.11. ", re',"au, Anson\ `sim��h.. RER2X4 -3 9� L611 lier 12o 1311 1411 156 16d SHUTTER NIDrri - IN - THREE SPANS 2003 Z H 1D 2 X d TOP SUPPORT - TWO SPANS 11/11// IIIINISMI IINKUMMI MINIM ANNURNMEM ..407.8.10611111 ,0[3142X4 -2 :DEFL. AT 1e P5F bg _d ad ld 1110 110 SHUTTER NLEITH - LN - TWO APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ' � %: ; ' 1 BY -71 11rd_ PROOU» •.ffTROL DIV!SION BUILDING •CODE COMPLIANCE OFFICE ACCEPTANCE NO C r? -OB26. D.S is 2 X 4 TOP SUPPORT - T14REE 1Z6 Lad 5P AN 5 02142x4 -3 DE L ST LH PS IMMITMENE EINFASIENN IMMINERNI MUMBEIMI NOMMEMIN P4MMENITI IMMO= ld 1dd 112( 12d 130 14d 156 15d 5HUTTER NIDrt - IN - THREE SPANS ENO POST 77 STORM BARS 0 N TOP SUPPORT THREE SPANS TOP SUPPORT MAY 1 8 20 00 cn co CV �O O N ■ C u u I w 0 0 0 CC CC O O r7 n • U J u) m I W ZJN. Z � O IO V) O C�? 2 Q a drow;ng n o. 94 -55 sheet 1 4 of 2 1 x b POST WITH STIFFENER - SINGLE SPANS a lralatIMIMMIEUE allaI MMISOMMINIMMI - -. , i----. kninI MMEMINMEN 1 -_ 1 111- ■`--0., UJ _-„- --_- -"_-_--_ IFE- _-`-_' Z s Mul3i \MILMMISIN W t R173►511111111Mil\Illaii■ N RP2X65Fj 11.111111111- -- MAX, DEFL, SPAN /169 � nJ 3S 4S 5P1 60 -70 e,m MODULE WIDTH - IN - 5INGLE SPANS - MODULE WIDTH tv lV RP2X6ES1 MAX, DEFL, SPAN /lea SINGLE SPANS 6 END POST - SINGLE SPANS WITH 5TIFFENER , - „ --- -11111` L E B - _- , ---1,- �. L - ---- -,-\\\\\\\�m'_- - ------'-- simmeliamemimmumgm ■ mmirmormmirrammii ..M111"'-'' wramitambiammun 3� a6 5ES MODULE 'WIDTH - IN MODULE WIDTH 0 70 80 - 5INGLE SPANS STORM BARS c x 6 P05T WITH STIFFENER - TWO SPANS N .11111,11111111, 111111111.. 1111 ■ 1111 ■■1111111,111110111■ o 11111111\111\=.: i►11111111 - , . , ■■MAEY'' IEWI L61 C3 111111111111111111=311■1•1111■■ ■,.■.■`.■" Ma. 1111111111641111ME111111111■■ (`-A' 11.111111111111MMINISIPS `r) SMIIIIIIIIM41111111111.115. alsorarammusammi '■■.. RP2X6SF2 MAX, DEFL, SPAN /169 60 70 BO 90 10d 110 120 130 MODULE ULOrH - IN. - TWD SPANS STORM BARS MODULE WIDTH POST— MOOULE WIDTH END POST- TWO SPANS 2 x 6 ENO POST - TWO SPANS wlrH STIFFENER ..■ ■ '.■ liatanlinantEIMEM 111 1,111I_ 1M•1111111 1111 ► 11111 M.M11111111 - .•1111 M wormirmitariMMEN 1IIp RP2X6 MAX, DFL, SPAN /l 60 70 ad 90 106 110 12S 130 MODULE WLDTM - IN. - TwD 5PAN5 x 6 P05r WITH STIFFENER - THREE 5PAN5 `L-0 1111111■11111111111111■1111N1111111=111 :gg:m ■ IMISEM W m �►u__.��f z sd MEMIMME EMINIMINNINI mumnissumnsamm wisnimmmorommul c° onumweammon■vm_ RP?Xb3F3 . .� MAX, DEFL, SPAN /169 STORM BARS NNE NO 91S 1S0 110 120 13d 140 1521 160 NODULE WIDTH - IN - THREE 5 PAN5 n MODULE WIDTH POST STORM BARS THREE SPANS 2 X 6 END POST - THREE SPANS WITH 5TIFFENER NCij MINIM 1811111101. " MIN NENNIONNIENNESMN U (s) IMMININIMInumgram 1, .11,11.`.11 t, 111111111111111111111M111111111111111NE- ► 11∎111:. 111KM111 w � M.IIIIIIMMENN �1� c m ''''' MEMOI I� I!!! '"'4111111- ri MAX, DEFL. 5PAN /1e9 ,11 - -1 9S LS0 lied Lzd 136 1 15S 160 NODULE WIDTH - IN - THREE 5PAN5 MODULE WIDTH AY 1 8 2000 END POST By PRODi C'r RENEWED ACCEPTANCE N'o.iO -' o, O6 o O (. U RATION DA VE 0 PR. T CON '1koLLIVISI<�, 13U11'.1.' G CODE COMPLIANCl; APPROVED AS COMPLYING W TN THE SOUTH FLORIDA BUILDING CODE DAT T ' " �• 19� /.� .... P PRODUC •NTROL DIVISION' BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO cr 1- 6626.45 BY g r: DR. HUMAYOUN rAR000 STRVCTURES RA. PE j 16557 c 0 C 0 N 0 It 0 0 1 3 b Z, N 0 U v 0 0 O 0 C drawing no. 94 -55 meet 1 3 of 21 m N 0" .,■■■"i ■ 1111111111111111 IIIIII momminammum Immummumm OMMEMIIMME- MMAIMMEMMEM■- ENAMMEMEM mmimMWELIMMLI RBR2X2 -2 2 x 2 STORM BAR - TWO SPANS b21 16 ad 9d 16d 116 1zd 136 SHUTTER WIOTH - IN - TWD 5PAN5 2 x 2 STORM BAR - THREE SPANS 111 81111151111 ...m.....m..■. MOIMMOMMEMEMEMM MUMME .ft !l MEMMR, \.\RIM...\E..E. 11:1111.111111 MENSMEMMINTREMM EMUMEMENEMMERN EMEAMMEEMMWEEm MERMENNEEMEMEM MMEMMEMMEMUMEM MMOMMEMEMBEEME I.111•..11.111111 R2Q2X2 -3 z H C'1 9A l60 11E5 120 13E1 140 15d LEA 5HUTTER WIDTH - IN - THREE 5PAN5 lA 2 x 2 STORM BAR - TWO SPANS 0 ORB2X2 -2 ❑EFL. AT ld P5F -4 aII hill /. %i ....V... iiiiiii iiiIi! manump !m%/_.:i/ awonson mo...malmm lA 2 x 2 STORM BAR - THREE SPANS Z H bg ?4 53 SHUTTER WIDTH - Idz ZN - -4 cs Emsammill OR82X2 -3 DEFL. AT I. P5F 9g L60 1125 L20 136 140 156 LEA SHUTTER WLOTH - IN - TWO SPANS N x 3 STORM BAR - TWO SPANS summommum ..M■.EMM ,■■I■■,.■■ED■ MEMMEMMEMM M,UM'.MM" MIMMUMUMMUM EMMENRSIMMEM ......•N.. . . 'MU`■ `'■_ LIMOVIRWMWM EMBVIMEMME RBR2X3 -,, ,, . 116 136 b 6 Rd ad 96 16d 110 126 Lad b6 /4 HB 102 116 TWD SPAN5 SHUTTER WLOTH - IN - TWD 5PAN5 SHUTTER HLOTH - LN - TWD 5PAN5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE PRODUCT RENEWED THE CURVES ON THESE GRAPHS SHOW STORM B N 1 --per 0G ° S SEE SKETCH FOR REFERENCE »► RATION DATE © By PR 2 x 3 STORM 4 LA 2 UCT CONTROL DIIVISIO ll T R HRE 5P h. mommommummomm MMEMM......... .ME ..M►\....\E EMMEMMEMEMIIMEM "■■„■■■ `\ ■■■ MENUMUMMEMERRIM `.■„■."■■■■, .,SU■`■■■SOMM EMMEMENEMERNEM IIMMUMEMMEMMIIME MMOINEMMEMMENME MEMEMEMEMMEMEM MMEMENEMMEMEME Immummummomm MMEUMMEMEMMEM MILIEUMEMEMEMEME MMIIIMMEMEMINMEME I.EM...O.ii RBR2x3 -3 9g LSO lld 1.20 136 146 156 LEA 51 WIDrH - IN - THREE SPAN5 1.0 DAT BY PRODUC STORM BAR - TWO SPANS DRB2X3 -2 DEFL AT LPS P5F aii. uiaiiiuii ....I,... ui ii.IIIIi!, .! ...,.... MMEMOMMLIMO !MENEM malammmimmim 19 97 NTROL DIVIS:071 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 - Nz6•6-5 - 2 x 3 STORM BAP - THREE END POST SPANS 92( 110 116 120 13d 140 156 1b0 SHUTTER HLOTH - IN - TWO SPANS TOP SUPPORT TWO SPANS OR82X3 -3 OEFL. AT 16 P5F STORM BARS POST TOP SUPPOR THREE SPANS 4-- 2 0 N 0 X ) 0: 0 0 z 0 Q 0 cc Q 0 1n 0 N a 0 J 0 0 0 0 a 0 0 0 0 O Q1 D: O o z m w 1 Lv Z Z z z J � O 0 = O v N. u7 O •; 0 0. 0 v 0 y O O 4 1 0 5 0 0 0 9 n N CI O 0 rn 0 v dr no. 94 -55 sheet 1 8 of 21 t9 N RON -57 STORM BAR - TWO SPANS ■..,. ,bb. 111 1111111111 11■111111111M MMOMMEMEM MMUMEMMEMEM EM.EM.EM.M MEMMEMEMMIN 11 11 _ 1111 1 1 1 1 : R B O NS 7 - !111111111 bt BO 9d 100 1. 0 lzd 130 SHUTTER WIDTH - IN - TWO SPANS RDN -S7 STORM BAR - TNREE SPANS uuiuuIui MEMMEMMEM MMEMMEM NM4MEMMUM.I., EMMUMMEM EMMOMMEM MMNIIMEMMEME mommIMMUMME R B O NS 7 - 3'■■■■■■■ 96 160 110 120 130 140 156 160 SHUTTER WLDTH - IN - THREE SPANS z H z z O M� 0 w LL w 0 • RON -57 STORM BAR - TWO SPANS • RDN -S7 STDRM BAP - TI-rRCE SPANS DRJNS7 -3 bg ?d ad 90 ldd lld 126 lad 5HUTTER WIDTH - IN - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM TRVE'S D SEE SKETCH FOR REFERENCE 4• • •T1ON DATE ©T 9t 160 1L 120 130 140 156 160 SHUTTER Wtorh - IN - THREE SPANS RON -56 STORM BAR - TWO SPANS .'..E ......EU...a al N ......,.... • iiIiiiIIiii 1 ...M.�:�. �� MMM " MMINI ..._' ►:M LJ ' ° ..►M...►\\. c J ., .' ,.`.. ' � EMMIMM EM•w. H m .IMEEMMOMM��M ......'....... o m MEMM MMEMME NIMELIMEMMIME INSELMEMMINIEME N ' N bd 7d ad 9d ltd 110 126 lad SHUTTER WIDTH - LN - TWO SPANS BY RON -S6 ❑ ST 9A lgd 11g 120 130 140 156 160 SHUTTER NLOTH - I - THREE 5PAN5 z H PRODUCT RENEWED '■■■„■■■■— '• '... ." ...� .IN��..�... ■■.+�■ ■■I.M .......MUMM .....•.....EM .. ','...,' MINSMIIMMEMMEME ��.�E�..�\� �. '.,.,,..�— MMINUMMEMM MMEMEMMUM NEMOMMEMENMEM EMMONEMNIMME MMIONEEMMN MIMMEMMENNI QBONS6 -3 d o Oq. 4.1 140 PR CONTROL D1V1S10. -1 b+ -etPFLIVEcif9k ENO POST d RON -56 STORM BAR - TWO SPANS G 3 z Z N H� ` w J 0 be( 7d ad 90 ltd 110 lzd lad SHUTTER WIDTH - IN - TWO 5PAN5 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT P :. 19T? BY T7( PRODUC :NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTAt ;CE NOg7 t RDN -S6 STORM 2AR - TNREE SPANS S6- . A 3 r Id P5 END POST 90 1g0 11g 120 136 140 156 160 SHUTTER WLOrH - IN - THREE SPANS STORM BARS POST POST EJ 9 ® TOP SUPPORT Two SPANS STORM BARS TOP 1 = SUPPOR 4- 0 z w Q -J J % 2 0 0 THREE SPANS 8 2000 4- 0 z J 2 0 LI 2 cc 0 c O 0 Cc O j O J Z 8L O m w W Z Q O Z z Q Z 0 O Ln L 0 0 U 0 .D N v o 0 0 v 5 r 0 u n 0 0 0 0 drowing no. 94 -55 sheet 1 7 or 21 N a Q: N LJ CL z H P 2 x 4 STORM BAR - TWD SPANS .,■.,i'/.■NNM11. LIMMIM, ■."M ■■ WAIMMEMEMMEMME 11,11■'..,■.■,. ■,■,■'E.■„■■ ■.■■►■ E■■M■■ MMEURAINEMMEMM ■.■►■M■.► MEMMIINSEMEMMffi MEEMEMMINMENN EIWIUMMEMEMEM EMEMEMOMMEME MENSUMMUMEMEM IMMIMMEMMEMEMO INEMMIMEN R2R2X4 -2 bd ?d 50 90 10d 1 d 126 13d SHUTTER WIDTH - IN - TWO 5PAN5 x 4 STORM BAR - THREE SPANS ..EMOI.'.■.■... , .■ , M■■"■■■■■ ■►1..MM...OWi.. ..NUMM'.MU,'.M 11115211111111 ..\N11\M11■\MM.■ ..■\\.\ME.\ITE\. ...M....E11\R.. \..ME \..11\E R.. 11111111111111 1 MENUMEMEMMEAMPO MMEM..•ME /.Nii.. RBg2X4 -3 1111 N 96 160 116 Ltd 13d 140 6156 Lb0 SHUTTER N Ior - i - IN - THRE SPANS LA z `f : , D 2 x 4 6 ; DRB2X4 -2 Aii OIM1111111" ON III= IIIIMIIIII inammilmorEum OEFL. AT 1.6 PSF • z H n z O u V LJ J L_ 0 STORM BAR - TWO SPANS b6 Td 8d 90 1dd 11d 126 13d SHUTTER WIDTH - IN - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM SEE SKETCH FOR REFERENCE U) 2 x 4 STORM BAR - T1-IREE SPANS ORB DEFL 2 -3 AT 10 P 5F 96 160 116 120 136 140 156 160 SHUTTER WLOTH - IN - rW /" 5PAN5 t9 N 2 x 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER R22XAS -2 bd - id 80 9d ldd 11d 1z6 L3d SHUTTER WIDTH - IN - TWD SPANS PRODUCT RENEWED ACCEPT A \'CENu. 06 -- 0 G 63,O7 E1A T Tii 61/ZS 2021 lay PR S • UCT CONTROL D1VIS10 BUILD G ► d COM1LL NCE clr�trils 2 x 4 STORM R - THREE SPANS W LTH STEEL STIFFENER 90 160 116 120 13d 140 156 l60 SHUTTER NLDTH - IN - THREE SPANS END POST 2 x 4 STORM BAR - TWO SPANS \D WITH 5TEEL STIFFENER G DR92X4S2 DEFL. AT 16 PSF 4 ' 1 11 11 z a ■I III ,,,,, Z 1111111111111 iIi!iIIi!F'" 1/%1.4/%/111_ iP!iIIR!!ij 11111111111111: c- o H b0 qd 80 90 10d 11d lz6 lad SHUTTER WIL]TH - IN - APPROVED AS COMPLYING YW)TH THE SOUTH FLORIDA BUILDING COOE DAT EH _ ; f s 19g BY PROD,' - sNTROL DIVISION UILDING CODE COMPLIANCE OFFICE ACCEPTANCE No - ORz�O•O.5 2 x d q7 STORM BAR - TIrREE SpaNS W ITH STEEL STIFFENER rwo 5PAN5 DRB2x4sa DEFL Ar l0 F5F i ENO POST 90 160 116 120 13d 140 156 1.60 SHUTTER WIDTH - IN - TWO 5PAN5 STORM BARS ES TOP SUPPOR 0 ® 3 C=73 cI STORM BARS POST THREE SPANS TOP SUPPORT TWO SPANS O 0 w 0 0 0 0 Ql O CC ? O l.J N U 0 z O_J of O M I • w O U) CA, z _ O PI ct LK-) a 0 O O O 0 0 0 6 b • N f`N 0 0 W 0 0 0 _u drawing no 94 -55 sheet 1 9 o( 21 SHUTTER WIDTH = Sw = (J I N. NO. OF STORM BARS USED = N = '' SPAN CONDITION = N +1 = 7-3 SHUTTER HEIGHT = Sh = L() ), IN. BOX HEIGHT = BOXh = k IN. STORM BAR HEIGHT = BL = SH —BOXh = q C) IN. TRACK WIDTH = Tw = ..-',5 () IN. STEP SLAT 1 SLAT SPAN = Ls = (Sw — 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE F 6 ) jJ 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K • R1 Lo - ( OtG`15 V 1 of 7 7 G 3 5 • STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT,. DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : t 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K • R2 EFFECT ON SLATS = D2 = Db /2 i (� Q t (I J/ — �� Cy 2 - 7G6 5' HEADER ■ I/ 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ".. AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: i 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Dh = K • R3 EFFECT ON SLATS = 03 = Dh /4 /_ O. i &0(, 7 ' 0( Z1065 ) 7 TOTAL DEFLECTION = D = 01-4-02+D3 IN. O / 7 q6 7 • Ls /30 1,1 6 ASCE 7 -88: DESIGN LOAD = Pd =qb= PSF MULTIPLIER FACTOR = K = Pd /10 = r / NOTES: POSITIVE LOAD 1. IF FOR NEGATIVE LOAD D > Ls /30 OR IF FOR POSITIVE LOAD 0 > Ls /30 OR 2 ". REPEAT ABOVE CALCULATIONS WITH LARGER STORM BARS AND OR LARGER HEADER. 2. DIFFERENT SIZE STORM BARS /HEADERS MAY BE USED FOR POSITIVE AND NEGATIVE LOADS. 3. USE ADDITIONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAME JOB. ROLL SHUTTER OVERALL DEFLECTION CALCULATION SHEET SHUTTER WIDTH = Sw = l 1 N. NO. OF STORM BARS USED = N = SPAN CONDITION = N +1 = SHUTTER HEIGHT = Sh = 10 )� IN. BOX HEIGHT = BOXh = l 0 IN. STORM BAR HEIGHT = BL = SH —BOXh = 9V IN. TRACK WIDTH = Tw = (< IN. SLAT STORM BAR HEADER (IF Tl-(ERE IS NO HEADER SKIP STEPS 5 & 6.) STEP 2 3 4 5 6 7 SLAT SPAN = Ls = (Sw — 2 • Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = RI DEFLECTION OF SLAT = D1 = K • R I FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K • R2 EFFECT ON SLATS = D2 = Db /2 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER = Dh = K • R3 EFFECT ON SLATS = D3 = Dh /4 TOTAL DEFLECTION = D = DI +D2 +D3 IN. Ls /30 4 - 6 'IcO '4 �Ot( t ACci 6.6 PROD UCT RENEWED APPROVED AS COMPLYING WITH THE AC EPTANCE No. _00 -- "GC aj BY— PR ASCE 7 -88: DESIGN LOAD = Pd = 7 PSF MULTIPLIER FACTOR = K = Pd /10 = EX RATION DATE 69 �U DUCT CONTROL DI !SION G C 1)EC.:OMYL1ANCE SOUTH FLORIDA BUILDIHC CODE DAT • . . / 19� Y PRODUW • TROL DIVISION UILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Cri QA .?6 .Q. C j NEGATIVE LOAD Env. OR. HUI.IAYOUN FAR000 STRUCTURES FU. PE 1 16557 J z Cn W O CL O (n U z z > r`t < 0 o_ ^ < Q; vi 00 0 w Z d w - c N. L 1\ c ) r-. 0 0 0 C 0 0 0 0 0 ( ( drawing no. 94 -55 sheet 21 of 21 m N lL a z H N w IIIIP!IIiiU ■OI■■ ■I■ ■ ■ ■ ■■ 111••=11111111111•111111116. 111••=11111111111•111111116. ■01111■ ■1011•■ ■■EN■■11►INI mammommum EM■. ■M■■ ■■` NM■NM■■►-E■■ UMMEMMEMMEM SIM■►M■\\■■■■ 1111►■ ■■1111► --1111 111111011111111\ ►11 MMIIMMEERMEN I _�1■E!i_i ram .■•- =-•_ 111 1x711 ■ BP2X6 -2 6 STORM BAR - TWO SPANS 60 id ad 9d 1dd 110 lz>d Lid SHUTTER WIDTH - EN - TWD SPANS 2 X 6 STORM BAR - THREE SPANS 11■■■ ■111■■ ■ ■■■EN 1111■■■■► ■1111■■■■ ■■■N■■■■II■11■■■ ■■'► ■■■■■,■■■■ ■■■EM■■■■■►. 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AT l6 P5F 66 •d ad 9d 1dd 1 d lz0 130 SHUTTER WIDTH - IN - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM SEE SKETCH FOR REFERENCE r 2 x 6 STORM BAR - THREE SPANS 9g 160 110 L20 13d 140 150 160 SHUrTER WIDTH - IN - rW0 5PAN5 g a s N R -2 Cv N 111111111 lIIIIiiIlIiiii 11111111111111 ■■■!i■,■",,,■ MI1111111111 WNI!i11Ii ■ ■i ■ ■■ g� ililliiIiiIIII ii M!i;iii.i 1191 0d id ad 90 10d 110 lzd Lid b0 1d ad 9d ldd 5HUTTCR 2 x 6 STORM BAR - TWO SPANS WITH STEEL STIFFENER ■■1111■■■■■■■■■■ 1111► ■■■■a■■■■■■ ammo ■►u■■■■■ immu ■■►.■ ■ ■■ ■o ■ ■um ■■■ mum ■ ■o •mum mu" ■■ E■■E■■ \7■■■■\M ■,■■,■■■,■■■■' MEME M■■■■■■■■■ ,.■,■■„■■',■■ ■"EM.■"■■■'' .■■M■..■■. - .■■■ ■f■■■■■■\■ ■111\ ■_ -1111 ■■■► ■■I _■ ■■MM ■11■■ ■■11 ME ENEWINEMENWIMMM mosiammmunammis MEMERNMEMMENNU 11 ■1111111 ■■i■ I WIDTH - IN - TWO SPANS SHUTTER WIDTH - IN PRODUCT RENE%VE giTH PRDVED AS COMPLYING WITI TIE FLORIDA BUILDING CODE ACCEPTANCE Na OG 6 �G� o�C DAT 2 9 q BAcl�T19u�H)A rt DPI Z� �ao PRO, T CONTROL DI VI.' 2 X 6 S TAKrt E ° - 19 9/- N WITH STEEL STIFFENER ■■1111■M1■■■■■R ■E■■■EM■■■■■■■ ■■M EM ■ ■ ■ ■ ■ ■■■ ■■ME■■■■►NI■■■ ■M■■E►O■■■i•M■ ■■EUM 'fitii► W■11■ E■■iM■■■ - 11■■■ ■1►111111►11■■■\\ _ ■■■■M■■■M1■11E SI■■■UM■■M►M■■ NU■1■EAM■■■MEM■■ ■■11 ■,1111■■ -1111■■ 11■ ■M11■ .. ■ ■■11■■ ■■■11MEEM■■ —.1111_ ■■EMSEM'E11■■■■ ■■■■■■M ■-, .o.■■■■■■■■■ END POST 2 x 6 STORM OAR - TWO SPANS WITH STEEL STIFFENER OPO2x6S2 DEFL. AT 16 P5F 110 TWO fRODUC sNTROL DIV!S10N� CJ BUILDING CODE COMPLIANCE OFFICE C � ACCEPTANCE NO 97- OgZe.05 2 x 6 STDPM BAR - THREE �D WITH STEEL STIFFENER lzll Lad SPAN 5 S P A NS ENO POST 11111111 ■■ ■ ■■ ■liuii ■ ■ ■■ IIuIt!iuliifl 2 I IiI% ■ ■ ■ ■ ■i / ■/ 111111111111H11111115111111111 z IIII1 /■■■■■g/ W !!iiIIIui!:iil u uIIp!; ▪ ■11111N ■ ■ ■ ■■ ■ ■■ R 8 2 X g-3 I 1111 • -____ —_••_ -- 90 100 110 120 136 140 lad Lad 90 160 116 120 136 140 150 160 5HurTER WLOTH - IN - TWD SPANS SHUTTER HIDrH - IN - THREE 5PAN5 0 0 Q2x6S3 OEFL. AT 10 P5F STORM BARS POST 0 N TOP SUPPORT TWO SPANS STORM BARS r Mt OW ' TOP — me 1g SUPPOR Are F 1- 0 POST THREE SPANS _ 1- 0 W J 0 1 ,d"Th E-� C4 0 IZ O 0 0 0 Iz c U Z z 11J 0 g 0 0 c 5 0 0 a u V 4J 0 0 O C1 O r W s 0 0 0 Y drawin no. 94 -55 sneer 20 of 21 is RBON24 -2 is N 11111111 ■ ■'M■■■■■ O.■.EM■■■ MMEMMUME IS. ■ME.■•■■ OI■ER■■E, INEMONMEM �■ ■■ HT, 56 - 70 ed 90 106 1 0 126 lad 5HUTTER WIDTH - EN - TWO 5PAN5 RON -24 STORM BAR - TWO SPANS PON -24 STORM BAR - THREE SPANS ..■■■ ■■■ • ■►.�■■■■ -•. hi, ■■.i. ■■■■.._ mommumu . ■ ■■um- ! mi \'s i�o � �� _ - mmmulmmmogream mmmunamm mummo■mum .. ■■ ■ RBDN24.3 1:4 9A 16d 112c Lzd 130 140 150 L6d SHUTTER MOTH - IN - THREE 5PAN5 lA RON -24 STORM BAR - TWO SPANS e t9 DRON4 - B.R 41" bA 90 ad 90 100 110 Iz6 lad SHUTTER WIDTH - IN - TWO 5PAN5 PDN -24 STORM BAR - THREE SPANS 6 ,ad MI 1 AIME MEIN El= WNW ORON24 -3 OEFL. AT 10 PSF 90 1621 116 120 130 140 156 160 SHUTTER NIDTH - IN - THREE 5PAN5 THE CURVES ON THESE GRAPHS SHOW STORM SEE SKETCH FOR REFERENCE is N� LJ CC LI 61 z HP N w RON -24 STORM BAR - TWO SPANS WITH STIFFENER ■■■E.■■■■MIIMMO iIIIiIu1 1 EOM 1 ■■R,■■■■U■ .■ ■ ■.■■■■■.-.■■ .E■ ■■E�■■�■■■.E ■'.EM7�TiwE7T.■_■ ■■ENNU ■NN • ,.■■`■■■■_■ ■,MEI■„■■ —M ,■.'■■■', MENUMEMEM .EEMEM E■MM■ — .E EMSEMMERMWMEMM EMUMMENNEEMEM IllimmIMMEMEMMUERM 1■ ■■■■ R ON2dS - bd - 70 ad 90 100 11d 126 130 SHUTTER T - N - TWO 5PAN5 DUCT RENEWED AOCEPTANCE No._0O " p .pi AGI:. _ CON lkOL DxvUi PON -2d STOP TAR - THRE KITH STIFFENER ,■■■■■■■`■■■■■ ■E■■ " ■■■■■EMEME■ E17 ■.■■■■■■■■ ■. E■■■■■■■■.. ■■■ ■E.■ ■■■■■■ ■■■■■..■■■■■■■ ■■■■.. ■ ■■■■■ MEMEMEMEEMMEMM ■■■•�■■■■ ■.E■■ ■■■■ -.■■■■... ■f■w■M.M■■■■■■ ■ as ■■■■ m ■■■ \E■■\MM■.■MEE. MEMOMMEEMIMME EMMIREMEMEMEMME MEREM■■MEMMEME MILIMMEMEMMEMME EMMEMNEEMMEWEn momMENEMEMMENE I■ ■ M■■WV RDN2d3 - 96 L6d )121 1zd 130 140 156 160 5HuTTER NIDTH - IN - THREE 5PAN5 ENO POST RDN -24 STORM BAR - TWO SPANS LD WITH STIFFENER 6 OR024S - DEFL, AT ld P5F MIN= 11111111 III I/111111 111 smigimmommem, Br.R -- z N O 44 U W J t1. O bA 10 06 9d 100 SHUTTER WLOTH - IN - THE APPROVED AS COMPLYING WITH SOUTH FLORIDA BUILDING CODE DAT PTE N R 2099 (TROL DIYIS;ON lld TWO 1 z6 130 SPANS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9 -1- OS 26. D5 PDN -24 STORM BAR - THREE SPANS lD WITH STIFFENER masum.m.gm 0P024S -3 DEFL. AT 16 PSF M MEM 9A L6d 1121 Lzd 130 140 156 L6d SHUTTER NLOTH - IN - THREE 5PAN5 STORM BARS POST 0 cc TOP SUPPORT TWO SPANS THREE SPANS Z CO CO w , 0° N i_- (1-- N U C4 O M O -4 X O C/1 U w .- o Z w rn o Oj << co C4 Vi S O N ¢ F J Ul 4. w v u _ Iz ¢w"- r� 0 a U V 0 4 1 P 0 z 0 0 5 0 c 0 a 0 < m u 0 P 0 9 W P 0 0 0 0 1, W a 0 0 0 droWng no 94 -55 sheet 1 6 of 21 • (9 imr i 1 11j�iftI[(t1lfTII(f 171II11I111f111TT11TTT1111TITfI. r- Cloaet closet Sri t) ' L GIoet •. "fia lAroorr 3edroom f fret X%3 /I(') 'CCU fed room 1' I f ifrrjr ra ( 1 Ti( ITiI11T1I1i11111( 11�=--==--= .= [TITTITi11TI1T11TTrI1Tr1. nT11TJk = - \"/ Pore' )P:s - -, / 4 i Livirg Koom __ 1F{11I11TT11if)� Tt1�flJlll(�I111 19' e0A i). tL t �f lr> F I C or r I AN yS -44 { 15' S 1111T1 == === 11TTTi111 3 •K1 15' Scale 114" /t; 3e:rx, c -44 -c> 3edroom ��7Tf11IT11�T1111Trr1Ti� =- --= -- (ITr1T1T111�111TTT11T1 1 __- 12' 0 h;v ! a(9r4 &ate ;s 4q Coo(a rarnily oorrl 6 Pexf Pe, to!Aat, 12'0 N e l �r r`2'0r I_ON V E 1 AIK OUP, i tI 124' 0 I, 1TY 5UPP1 12' E .11111ITTTITTTTTTTTTTTITTTJI? Rcix t! or .<3 ' > /. /fir --- V Al FLOW IN.U1 AME0 r1.131E OUC; f 2 OUNO rttING QUA,gANT 0 - RATO t0 3 E OUtSI f) P,2OV I>r INSUL A1 0AFr AS ,2EQUIKEP f'aor E'._ to M)th i..4 ? tIr at ! 1 Al 1' ; :11 10 (11 C ''k Of O'S (1k,'' /H /.0 , ' < EL g. ' /0,0 frli,v, SEAL JOINT* N/EPDXY & oucrTAPE PE K FO,2ArEr) OIF U 5Eg FLEXIL E2LJGT GONECTION L)TL, N,T LEGEN r,): N \-- CEIL I1\\ O1rrUJ5EK XETIAN AIX C. IL E UPPL Y AIK KEG1yrKEK E 3OW WI rUKNINO VANE.3 - (7 OA oUr310E AIK 0 7Pi IrrEK AW EA EXuAIJSr AIK UC UNf) K G UT Fr; FAN - COIF cu CONOEN3Th'G UNIT AIK =XfKAC rOK OIS IPISU L ION O,i 1E I1(il GRAM 8Y Goode?. (E1►1'ERAL NO TES PRU,JEO I •- j oft (� V 041 • (`r }• L -- -- --- — — I FTTfi - TF7T7171 T1 Closet I - > 3edrootn Closet T_ bed roo ITTUTTTTT _T — TTY Closet - ,;' (5 L _ F (obet ry- Dathroo?d 1 qzr- t1TrTTITTl�'1I;T1T`TT -_ fT 71 ITTTTITUT _e 3 Sf sx Paining i r /1.1 Kitchen r ITTTTTTTTT 1 R fTTTTr1 - 7/ v1 ' 1 -- ' AGro .I'Lra O \ s2A „r y� 3 7 TTTTT*ITTTTTTTTT Closet l jM1.e 5h _ 2./F iN,s;$ %cr G -lr3 7 ■ G - 1i �RJcr / p i r1 Corntsr // 6 . 1% c j, s bedroom EAI ?1St f :I - r - I p c -L9 1 / /- �. �?! auodr,v, x-11 qt bath room 2 rT ” fi1T FC FLAN Scale 1/4":: 1'. 011 IITj= irayyer Erivt_13t "l L'It Mfr Cc -nc rct , 120 tk;v t _ 65t,r3 Farr*ily > oorn :v P,:wo O Mr5 - He LJirlc:v to !vAstch 2 -€} # 2ANGr Z�E2 — WASH E - WATE HEA — — /4" ? TOTAL_ WITHOUT )1-.MAN) TOTAL. CONECTr ) LOAr / r C ,nv a/r f?TTTTI ITT' TT-- TTTT,_1TT,T r, - z, 5 7 Floor f':✓. To M t.h Erw Jt !kin Hov.te r T I 46;../1 N. E. C. YA5LE 22() - J J /;< 20 AM APL LANCE `WATTS /SO.F', FIST 10.0 CW,%s NEXT 25,44K v 40% AID CONP. UNIT (HEATING) 7.5 KO/ AH : 75W YJCT HEATf. - -X ;557,- WATTS TO AM ?5. '� 2 // EXISTING ?AN:.. 6 -'el C\J 1,5O() VVA T ar , / a(i/ l) L Ir,\ ,iO T 1, ALL EL ECTR1CAL NC SHALL CCYFLY NITH THE NATIONAL ELECT CCDE,SGUTHFL CUA BIJILD;NG CODE, AND OCHER API E COOS 5 2. ALL 'MATERIAL 5riAL L 3E NEN, ANO BEAR i: NOERNRITERSAND UIN ;ON LE3EL 5NHER APL;CA 3. 00 NOT SCALE E! ECTRJCAL DRA.kNGS, REFER TO ARCHITECTURAL. PL A,N5 ANO ELEVATION'S FCR EXACT L OCATiON OF ALL EQU:P4IENT, AND CONF1R.41 NITH ON,NNER5 ANO / C2 CNINER REF E ENTAT!YE 4, ELECTRICAL CONTRACTO R SHALL PERFCR41 ALL NECE55ARY FCR A CC'olPL FTE ELECTRICAL ,N5TALATJCN AND SHALL, FROY!OE ALL N'ECE55ARY ;,N5TRUMENT5,AND SPEC!AL APPA.2ATU5 TO CON ANY TE 5T THAT 41AY 3F ,REIU,RED TO i,N51,2E THE SYSTEM 15 FEE OF ALL A,,FgGe R GROUNO, ANO SHCRT C,RC AND THAT ALL FEEDERS A,RE fRCPERL Y 3ALANCE° 5. THE COINT SHALL PAY FCR ALL PER'M!T FEES, iNSPECTIG!v5 AND 7 EST ;NGS, AND ALL Z/'U,EP .N51.;ANCE .HALL 3E FWV ED FO PRGTECTiON AGA;N'ST PC3Li0 LIASIL ITY, AND %2CPE.21Y DA!rIAGE FCR TH 2L' ;ON CF THE NCR,(. n, THE CONT2ACTCR SHALL Yi51T THE 51TE BEFORE 5b341ITT1NG H ;5 /HER BID!NCRDER THAT r E HE'1 AY,CECC "✓4,E A.,VE2EOFEX61 - iSiG CCINPIT!O'`i5 NO ALLOWANC NIL!. 3E 41ADE FOR ANY CGNPITION OF WHICH THi5 CCNT NAS NOT A.NEE F'NL P /r'5. ►vA HEArE2 C2YEK "MACHINE 1EKVi"YG A /.."-Ti9 1 201240 50 1 VAN "•1OUNT WAI'v'UFACfLpE Y ILI�y FLU r Gc LOAD CEN1E ,„ , „5, CoN9 N E ,, ;,,< 1_, C1 CK1. < 2, r CO4 '� iV! W Atr s i NCH POLc ASPS POLE: i�V�i T 00 7 1/2 10 ." � 2 1 2 iS� /,' /Al' /0 L.4., 1 r 3 T 5000 1/2 L 10 30 ' ' ('3 �'•v , - � ,,� / a :`-' 3 VOLTAGE C!(T5. % - >' Lam] } r, t 9 - 10 - r 2 4 /// /() T__ T ' :'/4 ;:.? 4 3) 1/2 , / 1 rev - T - rVI2E: 3 PHASE 1 � t ` / 7j 1/2 1; F ?-/, 1 , r x, :)( -- r . / . 1/2 12 20 ( �U 110 V. 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NOtES MEC r -' PIPING LEGEND I.D. No. DESCRIPTION SIZE 0 SKIMMER LINE 2" 0 POOL MAIN DRAIN 2 1/2" 30 VACUMM LINE 2" ® SKIMMER LINE 2" 0 FUTURE WATERFALL LINE 1 1/2" ® POOL RETURN 1 1/2" ® AIR HYDROTHERAPY JET 2" ® HYDROTHERAPY JET 2" ® SPA RETURN LINE 2" ® SPA MAIN DRAIN 2 1/2" r A Q U A T I C 10 EOLY7C= R`r 7gMU Q MGf��J i] IQ 1i O PLOMODQ a3531gg MOM C51 7'= 17B3 (3O5 ) 662 =10130 PQ>)3 Cs�°1(Vil1Q O IVF0OQC 3,1Ln V1ML°QIVtOga,D1I E N G I N E E R I N G CONSULTANTS PIPING PLAN 1/4"=1'-0" 1 1/2" ANTI ENTRAPMENT VENT LINE IN PLANTER MAX LENGHT ON VENT NOT TO EXCEED 20 FEET NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MA11ON CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE (FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. 8" CLEAR AIR GAP STATIC POOL W.L. 1 PROJECT NAME: PIPE SIZING FLOW CAPACITY (10FPS) 1.5" = 60 gpm 2.0" = 100 gpm 2.5" = 150 gpm 3.0" = 220 gpm PUMPING FLOW RATES c; 60 TDH 3/4 hp = 1.0 HP = 1.5 HP = 2.0 HP = 2.5 HP = 3.0 HP = 55 gpm 75 gpm 90 gpm 95 gpm 115 gpm 140 gpm BASED UPON STA -RITE MAX -E -GLASS II SELF PRIMING PUMP I I/2" PVC. PIPE VENT LINE KIMBERLY PERREIRAS RESIDENCE 1036 NE 16 STREET MIAMI SHORES, FLORIDA — - - PVC SCHEDULE 40 NSF APPVD. PIPE (SUCTION LINE) MAX VELOCITY 10 F.P.S. PVC SCHEDULE 40 NSF APPVD. PIPE (VENT LINE) T 4 I I/2" ADJUSTABLE EYEBALL POOL RETURN FITTING t VENT LINE PIPE SHOULD BE LOCATED OUT OF DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD ANTI- ENTRAPMENT VENT LINE DETAIL NO SCALE PLAN LEGEND PVC SCHEDULE 40 NSF APPVD. PIPE (SUPPLY LINE) MAX VELOCITY 10 F.P.S. ANTI — VORTEX MAIN DRAIN ASSEMBLY 2" VACUUM FITTING WITH VAC LOCK COVER TOP LOADING NSF APPROVED SURFACE SKIMMER I I/2" ADJUSTABLE EYEBALL SPA RETURN FITTING ANTI - VORTEX MAIN DRAIN ASSEMBLY 3' -O" MINIMUM FACE TO FACE HYDROSTATIC VALVE 2 1/2" "T" VENT LINE 2 1/2" PUMP SUCTION POOL DUAL MAIN DRAIN CONNECTION DETAIL N.T.S. 01111UM I IIOZ© ®N LIC. BLDG. CONTRACTOR CBC 057303 LIC. POOL CONTRACTOR. CPC 057335 3600 S. STATE RD 7, SUITE #368 MIRAMAR FL, 33023 P11. 305- 219 -9791 OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55551 CIVIL ENGINEER AOUADYNAMIGS DESIGN GROUP, INC. 4910 5.W. 12ND AVE., MIAMI, FLORIDA DEPT. OF PROF, REG. NO. EB0004694 — OFELIA TABOADA JOB No. RICK PATE PRAM BY 6CALE SHEET 03 -27-03 T.P. AS NOTED SHEET 4 OF 5 DRAWING NUMBER s14