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990 NE 100 St (9)-4 - 1111k vik 13' 10 " Al e 100 e- t 271, e226-e ° u,2,1'4 tr) L ■ c.,,,,'-__ 2-,-- z 57so 1' i • '' - '`VI - L ---- z - - ----- '- -,- - Y.....„„ -----) iii - ea r. :,41 ! ' I) 4 GeADiZ, ZOO tA_ ct tO noz. ;'(,,a.L. •(+0 , _ cote) Q11 (7;f> 4 to BUILDINGS GREATER THAN 60 FEET MEAN ROOF ELEV FEET DESIGN LOADS - PSF EXPOSURE C DESIGN LOADS - PSF EXPOSURE D ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE 5 , 6 , 7 5 6 7 5, 6, 7 5 6 7 + - - - + - - - 80 57.2 59.8 90.5 121.3 74.0 77.1 117.1 157.0 100 62.5 65.0 97.9 130.8 77.4 80.6 122.4 164.2 120 64.3 66.9 101.6 136.3 80.3 83.6 126.9 170.3 140 67.1 69.9 106.1 142.4 82.8 86.2 130.9 175.6 160 69.6 72.6 110.3 147.9 85.1 88.5 134.5 180.4 180 72.1 75.1 114.0 153.0 87.1 90.7 137.7 184.7 200 74.3 77.4 117.5 157.7 88.9 92.6 140.6 188.6 220 76.4 79.5 120.8 162.0 90.7 94.4 143.3 192.2 240 78.3 81.5 123.8 166.1 92.2 96.0 145.8 195.5 260 80.1 83.4 126.7 169.9 93.7 97.6 148.2 198.8 280 81.9 85.2 129.4 173.6 95.1 99.0 150.4 201.7 300 83.5 86.9 132.0 177.0 96.5 100.4 152.5 204.5 320 85.0 88.5 134.4 180.3 97.7 101.7 154.4 207.2 340 86.5 90.1 136.8 183.5 98.9 103.0 156.3 209.7 360 87.9 91.6 139.0 186.5 100.0 104.1 158.1 212.1 380 89.3 93.0 141.2 189.4 101.1 105.3 159.9 214.4 400 90.6 94.3 143.3 192.2 102.2 106.4 161.5 216.6 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH MEAN ROOF ELEV FEET DESIGN LOADS - PSF EXPOSURE C ROOF SLOPE > 10 DEGREES ROOF SLOPE < 10 DEGREES ZONE ZONE ZONE ZONE ZONE ZONE 4& 5 4 5 4& 5 4 5 - - + - - 15 . a;.2 45.9 57.2 39.6 42.0 52.1 20 4 ..9 49. • . 2.1 42.9 45.6 58.8 25 0.0 . orm 45.8 48.6 60.3 30 , .7 Eipi • 48.2 51.2 63.8 35 /r� ' : �l �� 50.4 53.5 68.4 4 �9' 1 '. 6 r M " 5.7 52.4 55.8 69.0 45 59.1 .2.9 78.3 54.1 57.5 71.4 50 60.9 64.8 80.7 55.8 59.3 73.6 55 62.5 66.6 82.9 57.3 60.9 75.6 60 64.2 68.2 85.0 58.8 62.4 77.5 9 NOTES: BLDGS. 60 FT HIGH OR LESS 13=10% OF MINIMUM WIDTH OR .4H, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE, ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. 3 NOTES: BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON- COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a =5% OF MINIMUM WIDTH OR 0.5H, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL RLOORS. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. D.L. Fowler Professional Engineer Fl. ida License No. P ' 0 50458 j/ _. ' NOTE: HEIGHT & ROOF SLOPE BASED ON SEG OR RAW PERSONNEL SITE INSPECTION BASIC WIND SPEED: 110 MPH IMPORTANCE FACTORS: 1.05 20 SQ. FT. DRAW BY: RfW MECUM 91s APPROVED: 2s n-13-99 n-13-99 DATE: -/9 -99 THIRD ANGLE PROJECTION O COBTOMElt C is o 7 U � /OOH 6T R-G PtM.,t S k Aes P IA- .33131. P I[a'ww . 10E01 QNC BTREE TT N.E. 8T. PETERSBURG, FL 33713 COPYRIGHT 0 1003 VALOO ENTERPRISES. LTD. WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER ASCE 7 -88 & ASCE 7 -93 MIL B FIIC K NO.: DEATDTO NO.: REV. NTS 1 m 1 CONDUITS FOR TELEPHONE CABLES 0 • FACTORY PRE -WIRED BRANCH PANEL "A" 9 -TYPE POWER PANEL COVERED UNDER UL # 8741 100 A MAIN PANEL POWER DIQGRq SERVICE DISCONNECT 100 AMP TO ELECTRIC UTILITY SAFETY TRANSFER SWITCH HUBELL CONNECTOR LITESPAN CABINET CEC -2000 POWER METER 3 -WIRE 240 SINGLE PHASE SERVICE TO POWER SOURCE IN A RIGID 2° PVC CONDUI T 3-#31 V S THE CEC2000 WILL REQUIRE 1g0 AMP 240 VOLT SERVICE - THIS I S WHAT HAS BEEN REQUESTED FROM FPL ON 6/11/01. ELECTRICAL PERMIT SKETCH 11 -3206-034-0180 992 NE 100TH ST -SBT A. J. SPI ERS 305 - 770 -7943 TAX FOLIO: RT ADDRESS: POWER COMPANY CONTACT: 1 "6 GROUND WIRE TO GROUND ROD FROM DISCONNECT. GROUND ROD 2 -10' COPPER 5/8' Stage 3 BST Construction Work Drawing PROPRIETARY INFORMATION Not for disclosure outside BellSouth or any of Its sbsichanes except under written agreement. State: FLORIDA District: NORTH DADE Exchange: MIAMI Wire Ctr: MIAMFLSH A.A. /Taper: 3106 Tax District: 13022 RZ /CZ: 13/09 Designer: Monuel Docurro Phone: 305 - 594 -4029 Records Ref: DI- 0408 -C I WORK ITEM "15099 I Job Description: site prep for RT31O6A 992 NE 100TH ST plac cndt 8 CEC -2000 Job Number: IM235044N DWG 5 OF 9 08/09/2001 02:51:26 PM POWER 3IQGRQNS PROJECT 4 91NK18387 UL CODE tt67 FILE 4 E142128 - 125 AMP 240 VOLTS, SINGLE PHASE ALTERNATING CURRENT CIRCUIT ONLY. - WATT HOUR METER NOT INCLUDED IN SHORT CIRCUIT RATING. - 10,000 AMPS RMS SYMMETRICAL AMPERES AT 240 VOLTS. - SUITABLE FOR SERVICE EQUIPMENT ONLY. (BONDED NEUTRAL) - RAINPROOF TYPE 3R. - USE CU-AL WIRE 60 - 75C. - EQUIPPED WITH SQUARE 'D'125 AMP 240 VOLT A.C. DOUBLE THROW SAFETY SWITCH. (CLASS CTL) - EQUIPPED WITH SQUARED °D' 125 AMP 240 VOLT A.C. LOAD CENTER. (CLASS CTL) - TO REPLACE LOAD BREAKERS, USE ONLY SQUARE °D' (00 TYPE) WITH SAME RATING. - WHEN RESETTING BREAKERS, TURN TO OFF POSTITION, THEN TO ON POSTION. - EQUIPPED WITH MENNEKES CAT. NO. ME410089W MALE INLET. 125 AMP 250 VOLT SINGLE PHASE. -FOR GENERATOR HOOK-UP, USE FEMALE CORD CONNECTOR MENNEKES CAT. NO.ME410009W OR HUBBELL CAT. NO 4100C9W. PVC CONDUIT TO ACCOMMODATE POWER COMPANY BURIED SERVICE MAIIN BONDING GROUND ROD BLACK WHITE BLACK POWER METER BASE (OPTIONAL) NORMAL AC POWER SAFETY SWITCH (OFF POS.I EMERGENCY POWER 0 0 CC RED GREEN El RI ACK RR] WHITF a NEUTRAL O WHITE 1 7 8 9 10 12 WIRING DIAGRAM FOR PRODUCT CAT. 4 RJB - 100 LOA. CENTER POWFR TRANSFFR SWITCH 240 EM SURGE PROTECTOR WHITE $I ACK 0 0 0 RI ACK RED WHITF GREEN 0 ONE AMP FUSES 15 AMP GFCI RECEPTACLE (OPTIONAL) WHITE G TWO 115V PRIMARY POWER INDICATOR LIGHTS • AUX. INLET (SEE NOTES) m cn m n m n m �c z Stage 3 BST // — N/A Cons — truCtlon Work Drawing .1....L_ n „r ... _ ..f .� a L State: FLORIDA District NORTH DADE Exchange: MIAMI Wire Ctr: MIAMFLSH A.A. /Taper: 3106 Tax District: 13022 RZ /CZ: 13/09 Designer: Manuel Docurro Phone: 305 - 594 -4029 Records Ref: DI- 0408 -C I WORK ITEM "150991 Job Description: site prep for RT3106A 992 NE 100TH ST ploc cndt d CEC -2000 Job Number: IM235044N DWG 6 OF 9 08/01/2001 01: 48: 35 PM CIRCUIT BREAKER CODE CBI UTILITY AC SUPPLY 30 AMP, 2 POLE CB2 GENERATOR AC SUPPLY 30 AMP, 2 POLE CB3 J5 J6- BATTERY HEATERS 20 AMP CB4 J7 J8- BATTERY HEATERS 20 AMP CB5 J9-J10-MISCELLANEOUS 20 AMP CB6 JII- RECTIFIER "I 20 AMP, 2 POLE CB7 JI2- RECTIFIER ttI 20 AMP, 2 POLE CB8 JI3-RECTIFIER ul 20 AMP, 2 POLE CB9 JI J2 J3 J4 - GFCI PROTECTED CONVENIENCE OUTLETS 20 AMP GFCI POWER DIQGRAVS SHOWN FOR REFERENCE ONLY WIRES TO BE FIELD INSTALLED G I 2 N TO METERED OVERCURRENT PROTECTED SINGLE-PHASE 240 VOLT SEVICE EXTERNAL POWER PEDESTAL 0 O O O O O 0 LIGHTNING PROTECTOR 0 0 0-- O INSULATED NEUTRAL o BONDING STRAP (BOND TO NEUTRAL WHEN REO) JI J2 0 m CB C87 er�< Cee CB9 G I a� a� J3 J4 JI2 96 AC POWER PANEL ECU PMENT GROUND J5 J6 J7 J8 (TO CABINET GROUND BUS) J9 r 10 J13 G MECHANICAL INTERLOCK PREVENTS ENGAGING CBI & CB2 SIMULTANEOUSLY. GENERATOR INPUT (CB2) IS NOT WIRED. PANEL A Stage 3 BST \w/ �N/A - truction Work Cons ork Drawing State: FLORIDA District: NORTH DADE Exchange: MIAMI Wire Ctr: MIAMFLSH A.A. /Taper: 3106 Tax District: 13022 RZ /CZ: 13/09 Designer: Manuel Docurro Phone: 305 -594 -4029 Records Ref: DI- 0408 -C I WORK ITEM "150991 Job Description: site prep for RT3106A 992 NE 100TH ST ploc cndt & CEC -2000 Job Number: IM 2 3 5 0 4 4 N DWG 7 OF 9 08/01/2001 01: 48: 36 PM P LUG. 2 AWG. 2N. 1/46..5/8' CENTER- - N N0. 2 AWE. DARE T111IW. WO. N LUG, 110 ANC._ 2H, MP SIBS I .CENTER L tuff. 8 AND. 2H. 1/49. Sr / CENTER I( LUG, 210 A1/8 2N, GALS; 1' CENTER _• ■s LUG. 2 AWE. 2H. 3/86. 1' CENTER )4 tL6. 8 ARO. 2i, 3'8S. U CENTER 8 C :TAP 2-8 F 110_,/0 '' � . STt . RA1. 6Ra1. K9-8482 f D ° ' . - .L. u. GAN • 18 RIyICCH ; i :. sr , '' • 1 -,= ; • PER " =° 8 P LONG 600 'WW1 • ,.. ' • or. s . WNW' KUM 6RAt5 • C EIOfMEMIC WOW Bit APPRDt!81't ECICRS-BH•.OH GRADE B N0, 8 AN8�� Si Rp, PHN.•041kS -5482 A Nb. AW6 1,05b sours COPPER SIN .....CC1 M . TABLE C F.D. DOLES I SEE SH MOTE CABLE C.D LUG. 2-0 .E. 045. 1/4' 0 LT. 5/O' CENTER (DRILL SIDEBAR FOR 1/4' BOLT SIIf) > B - MOUND ( SHEET NOTE 111 POWER GROUNDING FIGURE 5 OLOL.02 ti1QA0 1( H 110 -.0■ �-� sow B.G,L SH NOTE 8 SEE SI TD1 9 8 8.0.1 DIRGRgNS i8FT NIX 15FT HAX CO 8ROUN7 BAR (SEE 91. NOTE B) • • • 0101.09 CABLE$ DI SAME TRENCH MB" NIN DEPTH elEum GRADE) -N MINT GAD RING( SEE 91 DOTE 10 C.D TO EXT. RING CROWD SHEET NOTES: 1 PEI( 6R01101141. �8 FIG 12 C D. 2. EXTBUOR RITE GROW CONrECTIQIS 9NLL BE COMEcTED BY AN EJ.ECTAICIAN. 8. DUV8OR fIDO OROU1q NAY BE INSTALED MIER THE HIT )di@( OUTSIDE SPACE IS 1401 AVAILABLE. OROIIo ROOS SIOLID FE SPAC) APPROxINATLEY 20 FEET APART. 4. e8Ot.IC!P$ itooB b110UU4 e2 calm To OEFTH OF 15 DOES MINIM mow owe me sPACED 10FT RININ.I* TO 18FT WAXDI$/ APART. 5. T MBH T 1131 CABLLE E.ECTRI =ware- TiON PANEL BUM BUS. 8. NAIIFACTUFER PROWLED AND INSTALLED. 7. PROVIDED AND INSTALLED BY AN ELECTRICIAN. 8. CABLES TO 8E GROUHOEO BY OSP PEFSOtin PER BEUSOUTH TR73503- 5 FIG 12 C 13 AT TINE OF INSTALLATIOX TO SPLICE CHAMBER 6RD BAR. 9. THE C C -2000 MUST 8E PROYIOED WITH A NUM- TO-EARTH RESISTANCE OF Rio otrs. PER DSC MACAWS. 10. INTERIOR RING ROLM TO (E SECURED TO LFFER WALL OF CEC -2000. 21. ELECTRICALLY DODO ALL CABLE RACKING T06ETFER L.6D16 A STRAP 9.l BET)1EEN CABLE RACK SECTI 12. 1 1 • DENOTES C - TAP COIIECTOR. X DENIMS tJI. ? LE_ AtoTRAL BUS RECTRICAA. oISiRIBUTION P14 W/SAFTEY SWITCH 1100 Nw DISTRIBUTION) 91ETQI A B IT) CO GRD BAR IC) COPRR1G(T. 1994 OSC OOMI.MICATIONS CORPCMATIp2' AU. Kolas RESERVED .cEC. -2800. NALK -IN CABDET CEC2000-W rol 0' 1' 2' SCALE: 1/2' ∎1' - I' Ba • Stage 3, BST Construction Work Drawing State: FLORIDA District: NORTH DADE Exchange: MIAMI Wire Ctr: MIAMFLSH A.A. /Taper: 3106 Tax District: 13022 RZ /CZ: 13/09 Designer: Manuel Docurro Phone: 305 - 594 -4029 Records Ref: D1- 0408 -C I WORK ITEM *15099 I Job Description: site prep for RT3106A 992 NE !00TH ST ploc cndt d CEC -2000 Jqb Number: IM235044N DWG 8 OF 9 08/01/2001 01: 48: 36 PM 1a 1 ------ 1 1NY 3H 1- "13311 "0N • OY 1 XYN TABLE A 1 CS LOAD ASSIGNMENTS STAMPING D FOR+ATIO N I C8 m 4. g . PMt. MR EQUIPHENT 4ESCRIp'Tllk�l PSI LOC PAN., LMT, SHELF INTCONI. CRANING fItTE 90 2T 310N 339 L1TESPAN -2'000 01 iIFAP MP-010 3 8 0 30 01 IFAP 8 8 12 11311 30 tFPP 0 Oil -' _02 02 1FPP 8.1 KIII 30 03 IFAP/UFPP . 8,12 8 12 = 30 LTTESPAN -2000 03 UFAP /UFflP tU -c18 $ g 1. °f 10 .- _ 1 11 #3 - O I4 o- is 10 ) T 18 l0 20 21 22 tr _ El 1ttIIiMMIN11111:f I>[:ZJE31111=tl I •TIIC4' M KAM lIVETONIIIM WI 1U-313/ To 5A1T TO GATT 3111118 . L J FION AC WIR T ON aka. ACME 50' 08/01/2001 01: 48: 37 PM We. 2AG5 - .t C 0 SMOG 10 1lAn CELL a -1 d ?MlV 125211 ATM:FM ME e o-eee.s e 4 • 20 04181 MBE To sal 1 O I , 717 Tm�t STOD8 164 L FUMES % CaTE5m 1 E SP T ECF IFD .. n 110.0 rare 0191 -1 e TE11 -8 fly 711. OPT F4 12.8 /PP T. T-O3i96 -90 eb4 111 Ol VA Flo Fs2.onti .s ar WECT T-89i9Q-90 FIB 119. AI'r UA f 09 7G 41 FF52. MT W ' 12.5NOA37. i-83100 -3D Fie •10. APP W so-rlAa -I1 Fie FS1. Orr DA -or t0.5Mr) T. r-a3190^30 FIB N0. AFT W 504112O•D1 FIO F. On OA AWED AS PleuIRE * 181st ■ 182-1 ■ ■ P15 It !77l P075 7) P70 5 • LINEACE'-4100 SHU4E4OLNTED CFO Y,DIST. 000.432 Al. Ate. AA. at4NRt L-3. 86. 96 F18 ( Tee 0 11114 O O Tel-0 01B2-41 U. C OW POWER DIRGRgMS a 1 -1 (•l BUS INNA 81A 0) 1 Go o ) t- 57295 -30 Pie 3 FIGURE 13 WIfIdN9 OF AT&T CPS 13ArlE IY PUMP MSC 50e - 4291 �AIP Al al WA NCO 1 se 5 co s • 1r7D r ce 7 as a ca C8 II 01 11 W 12 CB 13 -SAD CB u �0 CS 10 03 tp CO mob Zi10 T 0315 LT l le C8 20 Ca 21 15 INIMb M EM V WI EQUIPMENT Zi r T3ilt1PNENT FOti .• fliiiiiiii Ill f3=1 El ITIEN El EMI Oa 111 IMIRLUILtk *LAI -E7 III ©102 -2 MI 1111111 4ev Peo 1111MIM - `i lINNIMIIIIII UM LEI FAI MIN E r' ■ .,' = ©1♦1041r 4 - I1N 5BFD . A.1 IMO MIN 11111M10E11111310111 48v POO pU 1,� _.,;; -rev C Ea 18 A MOM FV© Far ruse non 48Y FED ABM E= , 011 III MIN 11111111■S■r1111■ •1!•O1111111O111011 OEN ME NIr ll•It11•11111111111111AlAMINNIIIIIIIIMN MINI t1Ml• MIN I•NI I�1■Il �l� Pi III ni Emu am 1111__ 111_ III aommisimmine • immi ■i•■�■�1 n em.... rr_i.11•s.1a ■IIt■■r�e 11111.111111M11111MINII M■_ 1111N1011111111.1111 w MN NIMMONS P11111�a�ii� �isi�r�iA V *UE3 F3AtMIr L Ci�� TABLED ENKE CABLE MD CONDUIT LIST ( P)i0N TO NOTE 9) BAIT NOTES: 1.04ENCTES LEADS RD smor ON TIOS �ufIN6. LLEAOS ADT SHOW wITHSTWBOL. SEE STANDARD CIRCUITS FOR SUE AND TERMINATION. 2. CM ODOi1✓S GABLE. 3. 144114441414NO IN CLOCKS APE 2ffi IN WHICH EQUIPMENT I NM30EO I9 T►f tAGTED. - • 4. MIRE SIZE � IPOICATES SIZE I S COIRKIIJS, EL9454DE:. 5. '-"- OFHO1ES SPLICE. 8. THIS FLAW 113 OESLGIED FOR AN L:LTIgATE CAPACITY CF 125 A1PS WITH 132.5 AAP LOAD 312 REOUNOAH1 KIN AN ADDITIONAL CFS SHELF. 7. AT&T DEFINITION; DEU.SOUTH POWER ABBF Y1ATIQN Ot3=INITION ALM ABBREYIATION 1. 83 L - BATTERY DISOUPEE - BO 2. /F - AC FAIL - 244 3. LLVC CCC - LON WLTA6E ALARM - P14.2 4. m j.11/4.1C - MAJOR FUSE ALARM - YNJ 0. F'3J - POWER MAJOR PI7J mks 5. PNLIC - POWER NA.AR - 2191 FMNS 8 . ORDER TERIDUL LUG KITS PER I669 -.422 TEL N AID BREAKERS/FUZES PEA 18I. L. 8. IN TeL A, CCL F, A LETTER OESI*NATION INDICATES KS SPECIFICATIONS OF PWR wIRE AS FOLLOWS: A. KS5482 USN 8 4*0 STFD. *RAT. B. K915141 COG 10/3 CORDAGE. 10. 14589 -422 FT6 GG 14:0 TO OUT 8 GA BARE WIRE FURY WITH FRAME AND TO AIO 2 GI INSti1L. GREEN WIRE TO BE RU1N TO TIE CO GAO BAR. 21. MOPE OFONTH. 12. 56214/ ONAIM AS FOLL043: CC17 - 8.0 AMPS. MA7t OMEN PER 8 CCS CBA - 9.2 AMPS. MAK MAIN PER 9 «9 13. REFER To THE ATET Pi ACT MAUL 187 -302 -100 FOR 17rTAIL WIRING, A558ELY DFOF#IATION AND TURN-UP AND TEST PROCEDURES. IC) COPYRIGHT. 1894 ORO 01141.NICATI00 .CORPORATION ALL RMONTSYE0 DSC COMMUNICATIONS CORP .( 2 0- I- SCALE: 1/2' -1 - 0' CED -9500 1148 - D4 CADET ccur Stage 3 Construction Work Drawing State: FLORIDA District: NORTH DADE Exchange: MIAMI Wire Ctr: MIAMFLSH A.A. /Taper: 3106 Tax District: 13022 RZ /CZ: 13/09 Designer: Manuel Docurro Phone: 305- 594 -4029 Records Ref: DI- 0408 -C 'WORK ITEM n15099 I Job Description: site prep for RT3106A 992 NE 100TH ST ploc cndt d CEC -2000 Job Number: IM235044N owc 9 of 9 APPROVED BY [ DATE ZONING STRUCTURAL ELECTRICAL /©.l ,� PLUMBING MECHANICAL ROOFWG BLDG. OFFICIAL SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. MIAMI SHORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACY OF OR RESULTS FROM THESE PLANS. COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. IllkommewommosiwattsreapArill MIAMI SHORES VILLAGE .0 11..055 I t2 • .076 HEADER -CLG. O j MOUNTED SCALE: HALF SIZE EITHER YPE 1 OR TYPE 2 THE ! . ARE INTERC 03/02/00 10:45 SCALE: HALF SIZE CALE: HALF SIZE .052 ! .052 1 .052 �.a 282 . 282 TYPE 1 Th'PE 2 T IS ACCEPTABLE. GEABLE GENERAL NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOE. 1994 EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7- 80 'MINIMUM DESIGN LOADS FOR BUILDINGS ANO OTHER STRUCTURES - .TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOAOS. 3. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMAIE AS FOLLOWS: ROLL-A -WAY STORM & SECURITY SHUTTERS MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE 2024 -T6 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A MIN. F y 33 KSI. POP RIVETS SHALL BE 3/16"0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM A CENTER OR SIDE CLOSURE WITHIN 18 OF CENTER IvERT 1. LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTEC TION. 7. THE OE TAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAII-DADE COUNTY PROTOCOLS PA 201, 202, AND 203. 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION IC. T.C.1 TEST REPORT No. 96 -024 AND 96 -037. 9 TOP DETAILS MAY ALSO BE 05E0 AS SILLS IO.FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK - IN ANCHORS. 11 THE PERMIT HOLDER SHALL VERIFY THE AOEDUACY OF THE E XISTING STRUCTURE 10 SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING went THE WORK. 12.ANCHORS SHALL BE INSTALL ED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS EMBEDMENT LENGTHS F S INI5 HALL HE 6E 5 AS NOTED AND DO N01 INCLUDE STUCCO OR OTHER 11. .055 12 • .076 13 • .097 EADER ALL MOUNTED TYP. SLATS ADAPTER SLAT SCALE: HALF S ZE 0 0 BUILD -OUT WALL HEADER SCALE: HALF SIZE 2.775 2.586 .165 I.O. .285 0.0. 1.891 O g CENTER MATE 1 CALE: HALF SIZE 2.795 SILL -WALL OUNTED CALE: HALF SIZE 2.984 465 .600 .620 CALE: HALF SIZE 3.245 .510 I.O 630 0 0 .285 0.0. CENTER MATE 1 ga W/ LOCKING ROD 1.533 4421. .94 2 LAT END SLAT ALE: HALF SIZE 3.465 630 0 0. 16510 285 0. D. 060 1.039 0 V1 t3« .060 SCALE: HALF SIZE 0.01.8 0.125 0.107 11 • .OSS 12 • .076 rl • 125 0 12 STAINLESS STEEL II� ASSEMBLY 460e NOTE • v II NYLON w RIVETED NNW. PLACE 0s6 100A - 251 ROLLER ASSEMBLY 3.840 MAX. 1. 860 0.875 /70.483 1 . 90' 1 (TAI; f3 • }.-12 G r 91 2' 0 600 u1 : I I1ii. N .326 0.620 1.840 SCALE: HALF SIZE N o GI N 11 .040 -R 4 r o f 7 101 7.4 70" 965 ENTER MATE 2 SCALE HALF SIZE 7 812 . 312 SCALE. HALF SIZE I/O ' THICK STAINLESS STEEL 485 1 �. El I 230 HA 100' OTTOM CARRIER USHINGS CALE FULL '•'Z( 600 - ..670 - 1 214 G 322 322 0 1.685 DJ. SILL -TOP 2 373" LOCKING CLIP SCALE HALF SIZE tt t 6704 r 0 LI _ 211 1 1 I 112J I 4831 875 1483 1840 1 11 • OSS 12 • 076 WALKOVER SILL 1 g FLOOR MOUNTED SCALE HALF SIZE SCALE HALF SIZE CALE HALF SIZE /-- 1 .72" 10 612" O.O DJ. SILL -BOT. 0 OSS-i ITYPI I 0 095- CENTER MATE 2 W/ LOCKING ROD SCALE HALF SIZE .360110 550 .150 0 315" R OCKING ARM ALIGNMENT BUSHING (NYLON) SCALE. HALF SIZE 0 37S R SIDE HANDLE SHIM (NYLON) SCALE HALF SIZE j11 APPROVED AS COMPLYING WITH THE SOUTH ORIDA :UILDING CODE DATA I • 3 2 Doo BY PRODUCF.C! • ROL 0 : S ON UUI101UG CODE C�U Oil'CI ACC1 ;- 1,1NCF 1:0...(/[% -0 O/ 1 0 4 .0 rt_ 1 1.250 1 0° END SLAT CALE: HALF SIZE 1.250 0 505 R U ° 74 Z N F- (1) U < 0 - O U Q o. Cn h C/) cc Q w 445a = 2 a z w► N j Ulm Z z 0 LAS 11.01(] CO ID 0 1 120011 0 0 10 C • O .1 N o _ M 1 TI: 6II a . gj . V.J. KN • VI r 1 PROFESS : 11.1.E .INEER FL • = n e N o: P : ? • 09133 07/23/96 [ or •-•• or S b l � CI a•••9•• 13;licn CCCCC o11 or •.. n9 no 00 -827 ( sheet 1 of z z N TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE SECTION 7 - 1/4' BOTTOM TRACK SINGLE ARM LOCK 2 -1/4 03/02/00 10: VARIES - NO LIMIT H.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIOE OR OUTSIOE OF SHUTTER LE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE ( L 1 OP TIONAL DRILL S /B_e HOLE FRO BOTTOM OF Ex IRUSION 4 BEFORE ASSCMBLY FOR !RUBS HE AO 801T ITYP1 PLAN VIEW 0 I 1 I I • SCALE • 3 - . 1•• 0" LOCKING MECHANISM CAN BE 18 - ABOVE OR BELOW CENTER ( �f E NOTE 61 (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE 3/4 M1N. 1 -1 /2 MAX 101NT BETWEEN REMOVABLE AND FIxE0 SILL .1 a I • 1 /B ALL/M. ANGLE W/ 3/16 - e POP RIVETS @ 6" O C . PLAN VIEW SECTION REMOVABLE FLOOR TRACK DETAIL FASTENER TYPE 4 SEE SE( TION N ON SHEET 1 FOR (OMPL(TE INFORMATION FASTENER eb 7 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEP TABLE. ANCHOR/. PICAL PLAN VIEW 6 -1/2 IP IMMEMI 0 (TYP FASTENER 24 O.C. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE AN(HOR1. ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE R SINGLE AM LOCKING MECHANISM AT CENTER OR SIDE OF SMUT TER. LOCK MAY BE INSTALLED ON INSIOE OR OUTSIDE OF SNOT TER MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET S1. DISTANCE TO 9E MEASURED FROM BACK Of SHUTTER BLADE OR FROM HANOLE WHEN MOUNTED INSIOE.- I I Ir FASTENER 8D 2C' 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCNORI. 2 14114. .t•�� u .,1 = 1 alr_ Ol∎ 0 :.7 An 10 I ITYP I UZI 17 SINGLE ARM LOCKING 1 MECHANISM AT CENTER OR 5108 OF SHUTTER. LOCK MAY BE IN5 TAILED ON 114510E OR OUTSIDE OF SHUTTER INSIDE CLOSURE - T - HANDLE W/ SHIM INSIDE CLOSURE - T - HANDLE W/ H IM MIN. SHUT TER SEPARATION FROM GLASS. (SEE SCHTOULE SHEET 51 DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED 1144108 OPTIONAL PLAN VIEW SCALE 3 . T -O SO z V USED W1rH Pi((ES 8 ANO J O +I LOCKING PIN . SCALE I -If2 • I'•0 ITi FASTENER (m 2L" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) (XIS TING / GLASS _� APPROVED AS COMPLYING WITH THE SOUTH FTORIDA BUILDING CODE DATE I f /3/ 2�D o BY PRODS BUILD,r(C CODE CQ%1P :. \CE Of1.1C1 ACCEPT ANC!' ruo 0 - 0 - 367 *" CALF: HALF SIZE CARRIER BUSHING 12 12 7/16 O.O. A 0 6 LONG NYLON TOP BUSHING 3/8 0.0. a 0.90 LONG NYLON BOTTOM BUSHING a 10 a 2 SMS. MANUFACTURED FROM N410HT OR 8 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L .460 "0 .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP L BOTTOM) a 10 a 3" SH5. MANUFACTURED FROM 0 1011T STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING 1 .460 - 0 x .050 THICK 300 SERIES STAINLESS STEEL WASHER TYP •P SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY 41 C 0 N 0 ° Z Zy -W E0 ELI M < --0 N c Q W 0 z W I- N W Z Y Or 0 N rZ Ic 0 0 0 FLLIc•ns. No: PE '0 •983 Leg O*g V.J. KNEZE IC PRUFES • N ' ELM 7/23/96 lr•vn — AS NOTED •.CJ te.v4n n.c�a a J ,K or•vnnp no 00 -827 ` ( s heel 2 of 6 GLASS OR 000R MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET SI GLASS OR DOOR 03/02/00 10:47 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1• WALL MOUNT SECTION SCALE : 3 I'- 0" SCALE 3 -. r- 0" EXISTING CONCRE FE. MASONRY OR W000 ST RUCruRE. SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5• BUT 00 NOT EXCEED 6 SPACING 0 CONT. 1/2 ! int en () CONT. MIN SNOT TER SEPARATION FROM SASS ISEE SCHEDULE SHEET S) • AL T. ANGLE LEG OIRECTION. REvERSEO ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP 1. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5• BUT DO NOT ExCEE0 6 SPACING I/2 1/2 EMBED. 9 -3/16 MAX 11 CONT N O Tf: BO T TOM MOON T DE T AIL MAY BE USED AT TOP (XIS TING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCMEOULE. REFERENCE CONNECTION -TYPE 1• ROLLER ASSEMBLY 12 TYP. (VERY OTHER PIN I 2 "I TWO 1/1 -20 MACHINE BOL TS W/ NUT OR ■ 1L Etc SCREW p 12 0.C. ITYP., COP 1 BOTTOPII O 4 11 CON T. ()CONT. O BUILD -OUT MOUNT SECTION E 1 /t• MAX. 1 /t MAX 1/ 2 MIN. SMUT TER SEPARATION FROM GLASS (SEE SCHEDULE SHEET SI GLASS OR DOOR 3/16 POP RIVET OR 612 TEK SCREW 6' 0.C. ITYP.1 Ot L QS ASSEMBLY r . 1 . ye ALUM. ANGLE W/ 3/16"• POP RIVETS 1h 6' 0.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNEC T10N 'TYPE 4• 1/1 -20 MACHINE BOLT W/ NUT 12 0.C. (TYP._ TOP L BOTTOM) S /e' ROLLER ASSEMBL 0 TYP. EVERY OTHER PIN C . 1 /L MAX L 1/1 MAX E XISTING CONCRETE, MASONRY OR w000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EILING /INSIDE MOUNT SECTION CALE.3"• r- 0 - 0 O. } EDGE DIST EDGE 01ST GLASS OR 0000 0 SCALE ) "• 1• 0 (XIS TING CONCRETE. MASONRY OR w000 STRUCTURE. SEE ANCHOR SCMEOULE. TYP. FASTENER. SEE ANCHOR SCMEOULE. REFERENCE CONNECTION 'TYPE 3 I/2 1 /t• MAX. 3/16 - • POP RIVET ob 6" O.C. (TYP.) 1 /L' MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SuPPORT - STAGGER ANCHOR I /t- OFF (ENTER REFERENCE CONNEC 'TYPE 4• 0 W GLASS OR DOOR— EXISTING CONCRETE. MASONRY OR w000 STRUCTURE SEE ANCHOR SCHEDULE. TYP. FASTENER, SEE ANCHOR SCMEOULE. REFERENCE CONNECTION 'TYPE 2 0 TYP TOP L BOTTOM FASTCNER, SET ANCHOR SCMEOULE. REFERENCE (ONN(C T ION 'TYPE 2• J 1 /L MAX 1 /L MAXI WN, SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET SI MB£0 BUILD -OUT MOUNT SECTION ALT ANGLE LEG DIRECTION ITYP SCALE : 3", r - 0 - 0 CONT - FOR LARGER SPANS USE Iwo 1' . S AL. ANGLES ISEE SCHEDULE 1 TYPE C1 FASTENER, SEE •N(MOR SCHEDULE. REFERENCE C OHN(C T ION 'TYPE 2• O 3 -1 /L MAX. \ FASTENER. SEE ANCHOR SCHEDULE REFERENCE C ONNE ( MN -TYPE 2 tt CONT _ FOR LARGER SPANS USE 7%40 2 . S' AL. ANGLES (SEE SCHEDULE 1 TYPE CI MIN. SEPARA FROM GLASS SCHEDULE SHEET 5 I EMBED 1/t -20 MACHINE BOLT W/ NUT @12 - OC (TYP, TOP L BOT tom' 0 TOP 1 BOTTOM BUILD -OUT MOUNT SECTION SCALE 3 ". 1'- 0" FASTENER. SEC ANCHOR SCHEDULE. REFERENCE CONNEC 'TYPE 1• BUT 00 NOT EXCEED e -I/ 2 SPACING /1 MAX. 1/1' MAX. GLASS OR 0000 ' ( 0 ,E0 / GO FLOOR MOUNT SECTION EMBE0 . SHUTTER SEPARA Tax FROM G LASS ISEE SCMCOIAE SHEET SI SCALE : 3, = r -0" DAT 2— 1 /1. MAX 16 1 -1/16' MAX. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE 'MT CONNEC TION •E 3' E XIS TING CONCRETE. MASONRY OR w000 S TRUCTURE. SEE ANCHOR SCHEDULE, Fro. 2 - . 2" • .050' ALUM. TUBE TYP. TOP L BOTTOM 1 /2 2 1/1' MAX O 1/t MAX F AS TENER. SEE ANCHOR SCHEDULE. REFERENCE (OHNE( TION - TYPE I• 8UT 00 NOT EXCEED B -1/ 2" SPACING O BUILD -OUT MOUNT SECTION D APPROVED AS COMPLYING WITH THE SOUTH FLORIDA : UILDING CODE ZObo BY PRODUCT CO BIJIIO.JG CODE COMPLIANCE OFFICE 'CCEPTAHCE nD 00 - 0 3 07 0/ [XIS TING CONCRETE. MA SOLAR Y OR N000 S TRUCTURE. SEE ANCHOR SCHEDULE. TYP 01 OIV!S:ON 0 0 r T o I� 0 0 0 Q 0 m 2. 10 2 2 a a 0 4 0 2 • • • 2 4 3 1 0 2 i 5 4 ■ i 4 R 2 14 l3 z N W 0 0 IU i U W z O 0 6 a lima No JJ L e§ 0 co (0 0) 8 O CY) 0 V.J. KNEZ r H PROFESSK) OINEER FL LIC , e No: PE 66 0983 i MAR • i Zoo; 7/23/96 .I. a.• ..n Or L ..S �.o r(0 C 1 (4 5212 a t��1 00 -827 !heel 3 of 6 j ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BE Am SPAN 2 . S S• -0 9' -S T.. • 12S 1' -o e• -r TI . '75 10'-0 7•.6 7 • e- S•-0 14•-0 T.. ..072' e' -0 12•-0 - Tr ..221. 10' - 0 - 11•.1- 7" a 9" S' -0 IS -S T.. . 072 e' -0 13• -r 21 • 721. 10•-0 12' - 3 - 03/02/00 10:48 (XIS TING STRUCTURE THREE S/16 CALK -IN • 3 -1 /1 0.(. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3-3/i. MIN. EDGE OIS T. GLASS OR DOOR GLASS OR DOOR THREE S /16 CALK -IN E6 3-1/1 - O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3-3/4 MIN. EDGE DIST. O TOP SUPPORT BEAM DETAIL H (XIS TING STRUCTURE SCALE : 3. 1'- 0" MIN. SHUT TER SEPARATION FROM GLASS EMS 15EE SCHEDULE SHEET SI • • r -c- —. - d • ISEE SCHEOUIE SHEET SI (MAX DESIGN LOAD ! 72 PSF) 3/16 POP RIVE OR 1$12 TEK SCREW 06 A 1 QS VT ASSEMBLY SCALE 3". r- O•• 2 • 2" . 1/4 • 0' -0 6063 -76 ALUM. ANGLE THREE -1 /4 THRU BOLTS 1- MIN. ACCESS MOLE kr' 11 if ` Tv 1 i 1 MIN. TI —. 2 a 3 . I/L , 0• -1 6063-T6 ALUM. ANGLE THREE -1 /L - • TMRU BOLTS ALT LEG (REJECTION (MAX. DESIGN LOAD ± 72 PSF) O BOTTOM SUPPORT BEAM DETAIL ALUM. BEAM ISEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION 1 MAX. HORIZONTAL SPANSI 1/4-20 S.S. MACHINE SCREW S. MUT r 12 - O.C. USE THRU BOLT OR ACCESS VkILE AS SHOWN IN OETAII(!f 1 /4 MAX. 3/16 - 0 POP RIVET OR NIT TEK SCREW QO 6 - 0.5 AL. BEAM ISEE BEAM SCM(OULE ABOVE 1011 BEAM DESCRIP S. MAX. HORIZONTAL SPANSI 1/L -20 S S. MACHINE SCREW 1 NUT i 12 0 C. PROVIDE 1 ACCESS HOLE IN BOT TOM OF BEAN OR USE THRl( 801 T AS SHOWN IN OE TAIL H NOTE 1. USE BEASCHEJOLULE FOR OE T A4 SQ9 AND / 2. SHUT TER SPAN TO BE LIMITE0 TO THOSE SHOWN W TABLE. SHEET S. 3. BEAM SPAN SMALL BE CONSIDERED AS THE OIS LANCE FROM (OF SUPPORT TO OF SUPPORT. - r r GLASS OR 0008 E EMBED. PLYW000 ANO STUCCO FINISH r . 3 . 1/e OR r a l . I/e 6063 ALUM. TUBE GLASS OR 000R PLYw000 ANO STUCCO F WISH 2 . 6 P T. W000 PLATE MW. SMUT TER SEP•RA TO1N FROM Gl ASS ISLE SCH(0UC( SHEET SI 1/2 1 /L -20 S.S. MACHINE SCREW 1 NUT p 12 O.C. PROVIDE 1 ACCESS HOLE lm BACK SIDE FOR FASTENING TWO 1/4 S.S. LAG SCREW fli 21. 0.C. MAX. W/ 1 -3/1 PENETRATION IN CENTER OF STUOS (MAX. DESIGN LOAD = 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE : 3 r- 0" MIN SHUT TER SEPARATION FROM GLASS 11/ 1 /L MAX. I /L MAX FOR w000 PLATE USE I /L - 0 S.S. LAG SCREW w/ I- 3 /4 PENETRA INFO W000 PI ATE l® 12" O.C. 1 10 I/L S.S. LAG SCREW 24 - 0 C. MAX. W/ I -) /L PENETRATION IN (ENTER OF STUDS (MAX. DESIGN LOAD = 72 P.S.F.) O WALL MOUNT SECTION - USING 2" x 6" WOOD PLATE K SCALE 3 . 1.0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE_ /¢ f3 2000 o PRODUCT C 1 ROL DIVISION z BUILDING CODE COMPLIANCE OFFICE 4 CCEPEANCE NO. 1 "030'9 5 N X U z Z Z W fn W 1- 0 D < 0 — O O¢ O Co y co c W z U O >_ W I - N D W N Z z 0 e. 5 8 0•r� Y D C R t ie Z W V I O r IQ 0 0 Q C 0 N > N a 0 • X • V.J. KNEZ • ICH PROFESSION /HGINEEIL FL LI. D se No: P •.'I0983 d•t. L) 5 W H- O 0 W z 0 0 0 0 8 ilL1 2000 07/23/96 C I ' . 01 sNO(CO a q no 00 -827 l_nneel - 1 _Or G _. J 1 MUM ABLE SPAN SCHEDULE 4 ■ 3 E AEG. OCSIGN LOAD IPSFI 4 0 ALL MOON TING (ON0111015 (xC(PT 000 V 1 - NI 0E1,6 OCTAL � M/ SINGLE ANGLE 5(01x6(0 3 -3 /4. MAx. 8.0. (FT - 041 TYPE C OCTAL OO4/8LE ANGLE A(OUIOE0 3 -3/1 MAX. 0.0. ( 1 1 . 1 14 1 TYPE 0 OCTAL pE 1 -3/16 MAx. B.O. (FT - 04 30.0 13 - 1 12 • 4 13 - 1 12 - 7 30.6 13 - 1 11 -0 13 - 1 II - 00.0 12 - 11 10 - 1 17 • 3 10 - 11 00.0 12-/ 1 -1 10 - 10 -0 52.0 12 -1 1 -/ 1 • 7 9 -7 CID NMI 31- ®AIIIMIL® . . ' 9 -0 0-7 I -6 9 -3 0 - 10 0 -I 66.0 10 -11 0.3 1-3 0-3 67.5 to• 9 0 -3 0 -3 0 712 10 - 3 0- 0 0- 0 1- 2 75.0 1 -0 7 -0 7 - 0 - 0 /l/ 0- It I- 0 7- 0 7- 0 04.0 0 -3 6- 7 - 6 -7 6- 10 94.4. 1- 0 6- 3 6- 3 6- 6 100.0 7- 3 3 -1 3 -1 6 -0 110.0 6- 7 5- 2 3- 2 3 3 •00.0 6 -1 /-9 I -1 3 -0 130.0 3- 7 /- 3 4- 3 I- 7 14.6.0 3- 2 1- 1 .- 1 I- 3 130.0 4 - 10 3- to 3- 10 I -0 160.0 1 -6 3 -7 3- 7 3 -9 *10.• 4 -3 3 -4 3- I 3 -6 100.0 1 -0 3 -2 3 - 3- / 190.0 ) - 10 3.0 3 -0 3- 1 300 0 ) - I 1 - 10 2 - 10 3 - 0 0lo.0 3-3 2 •0 2 -0 1- 10 A MINIMUM SHUTTER SEPARATION FROM GLASS (IN) 0 E POSITIVE 0(SIGN 2 _ l IWI (15 IPSFI ACTUAL SPAN (FT - 1N1 wN. SEPARATION FROM GLASS FOR 81STALLATIONS LESS INAN 30' A809( 617A0( (w(N(S1 /11/J. SEPARATION FROM GLASS FOR INSTALLATIONS GR(A1(R THAN 30' ABOVE GRADE ON(14(SI 30.0 S - 0 2 -7/0 1 -1/2 7 - 0 2 - 110 1 - S /0 0 - 0 2 -7/0 1 -5/0 11 - 0 3 2 -I /O 13 - 1 3 -3 /4. 7 -3/4. 2.0.0 S - 0 2 -7/8 1 -1/2 7 - 0 ' . 2 -7/8 1 -5 /0 0 - 0 2 - 7/0 1 - S /0 11 - 0 3 2 -1 /6 11 3 S - 0 2 -7/0 1 -1/2 7 - 0 2 -7/0 1 -5 /0 - 50.0 B - 0 2 -7 /0 1 -3/6 , 2 -1/2 12 - 2 3 -3 /c 3 60.0 S - 0 2 -1/0 1_1/7 7 - 0 2 -7/0 1 - 5 /0 0 - 0 2 - 1/0 1_3/4. 11 _ 0 3 1 -3/6 II - 0 3 -3 /c 3 70.0 S - 0 2 -7/8 1 -1/2 7 - 0 2 -7/0 7 - 5 /0 8 - 0 2 -7/0 1-7/0 9 - 6 3 2 -1 /6 70 - c 3 2 -S /0 S - 0 2 -7/0 1 -1/2 7 - 0 2 -7/0 1 -3/4 80.0 0 - 0 2 -7/0 1 -7/0 11 - 0 3 - 3 -1/0 12 - 1 l 4. 5 - 0 7 -7/6 1 -1/2 7 - O 2 -7/6 1 -3 /c 90. 0 - 0 2 -7/0 2 - n - 0 3 -3/0 3 -3/0 11 _ 6 3 -7/0 4. - S - 0 7 - 7/8 1 -1/2 7 - 0 2 -7/0 • 1 -3/4. 100.0 0 - 0 2 -1/0 7 9 - 0 3 2 -3/4. 10 - 3 3 3 03702/00 10:48 SCALE: 3 • v -o • 1 . 2 • 1/0 ALUM. ANGLE 3 070 TEK SCREWS OR 3- 3/16 - 6 ALUM POP RIVETS ITYP.1 2 • 2 • I/B ALUM. TUBE 6063 -16 ALLOY SCALE 3 • t• -0 2 MIN. FASTENER 0 21 O.C. IUS( ANY ANCHOR IN ANCHOR SCNEOUE(I LT. CLOSURE DETAIL NOTE: EITHER CONDITION MAY 81 TYPICAL FOR EITHER 310E NO CORNER CLOSURE DETAIL •10 a 1/2" GA1vANIZE° SMS OR 3 /16 ALUM POP RIVET I/" O.C. 1 • t - • .055" c 1 . 2 • .055 2 • 3 • .OSS . r . a - • .055" OR 2" • 5 • 125 AL. ANGLE 010 TEK SCREW OR 3/16 ALUM. POP RIVET 0 24. 0 C. ITYP.1 TwO 1/1 FASTENERS EACH ANGLE (SEE ANCHOR SCHEMA( FOR ANY ACCEPTABLE ANCHOR/ 00R® NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONOITION 104 F1E10. 2. FOR DESIGN LOADS BETWEEN TABUI ATE° VALUES. USE NEXT NIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED 700(7(RMINE ALLOWA8LE SPANS. 3. ENTER TABLE 1 WITH NEGATIvE DESIGN LOAD TO 0( T(RMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE 0(SIGN LOAO TO OE TERMIN( MIN. SHUTTER SEPARATION FROM GLASS. 2 - MIN. O ALT. CLOSURE DETAIL SCALE: 3 • 1-0 SCALE r • Y -0 2 - . 2 ..125 - ALUM ANGLE CONY FASTENER I31 2c 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE/ 1/6 -20 TRUSS HEAD BOLTS L NUTS W/ LOCK WASHERS A 24. O.C. ExISTING STRUCTURE HALF 07 O USE MALE OR FEMALE AS REOUIREO OP ALT. CORNER CLOSURE DETAIL 0 70 • 1/2 GALVANIZED SMS OR 3/16 - • ALUM. POP RIVET 10 O.E. 1 - . t .. OSS" : 1 • 7 . OSS - : 2" • 3 • .OSS" . 2" • 1 • 055" OR 2" • 5" • .125" AL. ANGLE 0.062 THICK RECESSED SILL 3105 -H32 OR 6063 -76 ALUM. ALLOY 11/8 BELOW CONCRETE/ MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 1 -1/4 ALTERNATE O FLOOR MOUNT DETAIL SCALE • 3". r- 0" BY 1/4. MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA : UILDING CODE OAT � 'gL � L. _� III 2OOo (XIS TING STRUCTURE MIN. 3.000 PSI CONCRETE PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 ° - 0309. 01 CONCRETE FAS TENER (a B O.C. ANY SCHEOULCO FASTENER IS ACCEPTABLE c 0 a 3• 0 6° 2 Zy N W � 1- n - o O'. CO. <F) 2 <1 0 = Z C.3 >_ N 3 Ulm Z Y 0 W 111 I Or � r Ia 0 0 0 V.J. KN PROFESS( FL P dr•_.ny no INEER se No: 0983 07/23/96, • AS ••01(O C C .11E .VI. 00 -827 01 2000 1 t11QQ15_O a j Z 02 0 0 z U W U. co z Y O 0 8 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS I EXISTING STRUCTURE ANCHOR TYPE LOAD (w) MAX (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5•-8- (SEE NOTE 1) SPANS UP TO 8. -0_ (SEE NOTE 1) SPANS UP TO 9. -0.. (SEE NOTE 1) SPANS UP TO 13' -1` (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 000M :11111 111111fl11111111N11► 1 LAG MIN. 1 -3/4-3/4 - MIN. THREE AD O PENETRATION EL OR SHEAR PERP TO woo0 GRAIN 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 72.0 12 12 7 5 10 12 12 5 3 7 9 12 4 3 6 7 12 4 6 92.0 12 12 5 3 8 7 12 4 6 7 12 4 / 6 7 12 4 210 0 7 12 4 76 7 12 4 6 7 12 4 j 6 7 12 4 6 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS � IlIl111lllllllllll1111111111111PD :al 111 11111111111111111111111\ 10 6 8 12 7 6 5 4 11 5 ! S 3 4 11 5 5 7 12 12 8 6 11 12 6 S / 5 6 11 5 c 1.384 3 8 4 � 12 12 12 11 12 12 12 9 11 12 12 7 8 7 12 6 6 7 12 6 8 12 12 9 6 12 12 7 7 11 6 / 4 3 9 4 3 9 4' 3 9 4 1012 3 3 9 4 3 9 4 3 9 4 3 10 5 11 11 6 10 10 5 3 6 3 12 12 4 8 8 4 4 7 I. 5 3 /12 12 0. 3 4 7 I. ' 0 3 6 3 Mr o EM 12 12 7 3 4 6 8 5 r 12 1 12 7 11 5 12 11 12 8 12 7 12 5 8 c 12 12 12 12 12 11 12 8 12 6 12 12 12 10 12 8 12 6 9 4 12 9 12 6 12 12 12 12 12 12 12 9 12 12 10 7 12 12 8 12 12 9 5 12 4 11 4 11 12 12 7 11 4 9 3 8 3 8 9 12 7 12 7 12 12 12 12 12 10 12 12 8 11 5 11 5 11 5 10 4 8 4 8 4 8 4 12 7 12 6 12 6 12 6 12 6 10 5 12 12 12 8 1 12 12 12 6 8 12 12 12 5 12 12 9 4 4 12 7 3 12 12 12 6 12 12 10 4 12 12 8 4 9 12 6 3. 9 12 10 5 12 12 12 7 12 12 12 5 7 5 c 8 6 3 9 4 �� 3 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 12 12 12 7 10 10 4 6 8 3 c 11 4 6 12 1 12 2 10 9 12 8 4 12 7 4 12 7 12 12 9 12 12 7 6 11 6 3 9 4 3 9 4 12 12 12 12 12 12 12 12 12 7 9 12 9 12 12 7 12 12 3 10 3 10 12 9 7 12 12 11 6 10 12 9 5 6 12 12 77 4 4 4 4 12 7 5 1212 8 4 7 11 6 3 4 10 5 3 3 9 4 3 3 9 4 12 12 12 12 11 12 12 12 9 12 12 11 7 9 7 9 6 12 12 10 12 10 12 10 12 7 11 6 10 5 10 5 11 6 4 3 3 3 3 3 3 3 12 12 10 9 12 7 12 7 12 7 12 7 10 5 9 4 9 4 9 4 9 1 . w LI cc 2 1-- F- _ U rn 8 cc ANCHOR TYPE 1/6 - 0 ITW TAPCON W/ 1 -1 /t MIN. EMBEDMENT (MIN. 3.100 P.SJ. CONCRETE) * * 010D - 1/6 ELCO MALE/ FEMALE - PANELMA TV* W/ 1 -1 /4 MIN. EMBEDMENT 1 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.1. CONCRETE) 1/4 POWERS CALK -IN W/ 7/8 EMBEDMENT 1 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE) a 1/4 POWERS ZAMAC NAIL -IN W/ 1-1/0 - MIN. EMBEDMENT 1X1 (MIN. 3.000 P.S.I. CONCR 1/4 ITW TAPCON W/ 1 -1/4 MIN. EMBEDMENT * * 1/4 ELCO MALE/ FEMALE - PANELMATE W/ 1 -1/4 MIN. EMBEDMENT 1 1/4-20 MACHINE SCREW WITH NUT 1/4 - 0 POWERS CALK -IN W/ 7/8 EMBEDMENT t 1/6 -20 STAINLESS STEEL MACHINE SCREW 0 13 1/4 POWERS ZAMAC NAIL -IN W/ 1-1/8 - MIN. EMBEDMENT LOAO (WI PSF MAX. (SEE NOTE 1 72.0 92.0 210.0 48.0 62.0 72.0 92.0 210.0 48.0 62.0 72.0 92.0 210.0 4 8.0 62.0 72.0 92.0 0.0 72.0 92.0 210.0 48.0 62.0 72.0 92.0 210.0 48.0 62.0 72.0 92.0 210.0 MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -8 (SEE NOTE 1) CONNEC TION TYPE 1 2 3 4 5 12 11 4 12 12 12 9 12 12 12 12 7 12 12 12 9 3 1 10 1 2 1 2 2 9 1 1 2 8 3 7 8 9 12 10 7 9 12 10 7 9 12 10 7 10 7 9 12 10 5 5 11 6 4 3 10 5 5 6 11 6/ 4 10 5 3 9 4 12 12 7 12 7 4 5 / 3 3 10 5 3 3 10 5 rr � 3 3 10 5 / 4 8.0 ® 7 4 11 � 3/ 6 4 7 4 0 3 . ®MMEEIM/ 7 %!GE#7FAMI '/I lam! % 11214 ./ %' 11 7 12 12 8 12 12 7 10 4 6 3 9 12 12 12 6. 8 12 12 9 S 12 12 8 9 5 5 10 5 % 8 6 11 12 6 7 11 5 8 4 00 12 12 10 4 6 12 12 7 4 7 11 6 3 4/ 12 12 8 4 5 6 11 6/ 3 4 10 5 0 3 3 9 4 0 � 9 12 6 3 4 3 9 4% 3 3 9 4 3 3 9 4 3 / 01 3 3 9 4 3 3 9 4 3 3 9 4 3 3 9 4 2 9 6 12 12 6 12 12 6 8 4 12 12 12 6 8 12 12 10 6 12 12 9 5 5 11 6 7 5 10 11 S 6 10 4/ 7 3 12 12 11 5 6 12 12 8 4 7 12 7 4 3 9 5 2 6 4412 12 10 4 5 7 12 7 4 5 10 6 A 3 3 9 5 6 5 9 4! / 10 5 3 7 3 % I 10 12 7 3 c 3 9 S3 3 9 5% 3 3 9 5 / p� 7 3 3 7 3 ;/ 5 3 3 9 5 3 3 9 5/ 3 3 9 ' 5 48.0 12 12 9 9 9 6 12 12 11 c 5 12 12 8 3 9 c 10 10 7' 3 3 7 c � 62.0 11� © 4 7 8 5SWIM 12 128 3 1. 8 9 6 5 8 5 / 6 4• 72.0 10 10 6 3 4 7 4 1.0PAM %ENI„ 11 11 7 3 3 4 8 5 2M111131i %' 92.0 T � /' , //� / /�E' %� I/'� ' 210.0 4�E � %/i�ir//J//iiI%iG�1�2% 61MASMEIWOREW% SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO 8• -0- 9• -0 13'_r 5' -8' (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION CONNECTION CONNECTION TYPE TYPE TYPE TYPE 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION M TYP 1 2 3 5 SPANS UP TO 9• -0- (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 SPANS UP TO 13'-1 - (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 7 12 8 f G 4 4 4 4 3 3 3 3 3 8 7 7 7 7 3 3 3 3 3 3 3 3 3 3 3 3 03 /02/00 10:42 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREA THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING. W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUO. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE '"SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHEREO WINGNUT. 11. FOR 8 -1/2" BUILD -OUT O.C. MOUNT SECTION ® ANCHOR SPACING SHALL NOT EXCEED 12. FOR BUILD -OUT MOUNT SECTION E®ANCHOR SPACING SHALL NOT EXCEED 6" O.C. APPROVED AS COMPLYING WITH THE SOUTH FL' 'IOA 8 ILOING CODE OAT c ' / 13 2 000 BY �/ PRODUCT CI DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 0 Or •...n0 no 00 -827