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HomeMy WebLinkAboutSURVEYS - STORM PANEL PAPERWORKPROPOSED LOTS 139, 140, 141, 142, 143 AND 144 PROPOSED PLAT OF POD 20C AT THE RESERVE, P.U.D. II - CASTLE PINES DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: "COMMENCE AT THE SOUTHEAST CORNER OF TRACT 1, AS SHOWN ON THE PLAT OF POD 20B AT THE RESERVE, P.U.D. II - CASTLE PINES, AS RECORDED IN PLAT BOOK 39, PAGES 3 AND 3A, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA: THENCE NORTH 06044'40" WEST ALONG THE EAST LINE OF SAID TRACT 1, A DISTANCE OF 223.91 FEET; THENCE NORTH 83015'20" EAST, DEPARTING SAID EAST LINE, A DISTANCE OF 482.39 FEET TO THE POINT OF BEGINNING; THENCE NORTH 30031'38" EAST, A DISTANCE OF 168.00 FEET; THENCE SOUTH 59028'22" EAST, A DISTANCE OF 66.93 FEET; THENCE SOUTH 30°31'38" WEST, A DISTANCE OF 168.00 FEET; THENCE NORTH 59028'22" WEST, A DISTANCE OF 66.93 FEET TO THE POINT OF BEGINNING. SHEET 1 OF 2 LEGEND; L - DELTA ANGLE L ' = ARC LENGTH CATV - CABLE Ty C.B. = CATCH BASIN C.B.S. = CONCRETE BLOCK & STUCCO (L = CENTERLINE CONC. = CONCRETE COV. = COVERED D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.O.P. = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER F.F. = FINISHED FLOOR FND. = FOUND F.P.E. - FLOOD PLAIN EASEMENT F.P.L. = FLORIDA POWER & LIGHT I.E.E. = INGRESS/EGRESS EASEMENT L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT M.H. = MANHOLE MON. = MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM PROP. WATER MANAGEMENT TRACT NO. 2 N.R. = NOT RADIAL O.E. = OVERHANG EASEMENT O.M.E.-OVERHANG'MAINTENANCE EASEMENT O.R.B. = OFFICIALRECORD"BOOK O/S = OFFSET . 'il O.S. .=.OPEN SPACE TRACT P.B. = PLAT'BOOK P.C.='POINTOF-CURVATURE P.C.P. = PERMANENT CONTROL POINT P.D.E. = PRIVATE DRAINAGE EASEMENT P.G.E. - PRIVATE GAS EASEMENT P.K. = PARKER KALON NAIL P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE P.R.M. PERMANENT REFERENCE MONUMENT PROP. = PROPOSED P.T. = POINT OF TANGENCY P.U.E. = PRIVATE UTILITY EASEMENT R = RADIUS RAID. = RADIAL I / / / v -U O (p C C7 N w O W ti C0 I D OnD m w=O r- M r W -M U (A w Z f*1 D (A< m SURVEYOR'S REPORT: / I. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ' 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 144 WHICH BEARS 5 59'28'22" E AND ALL BEARINGS ARE RELATIVE TO PLAT. 8. BOUNDARYDIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE DOTED. %,, 9. ELEVATI,aNs-s-i oA,HEPEON'ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10.--LANDVHOWN HER60iJ;LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE MAP PANEL h?Q20285-0275F , DATED AUGUST 19, 1991 11_: IMPROVEMENTS; IF Ad(. ARE AS SHOWN. 12_ DA?E OF FIELD SURVEY: SEPTEMBER 24, 2003 IMPROVEMENTS, 4F ANY, AREAS LOCATED. NOT A ID %i ITHCUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LIGi1 SURVEYOR AND MAPPER. R/W = RIGHT-OF-WAY O = SET '5/6' IRON ROD SAN. = SANITARY WITH CAP WITNESS S.B.T. ' = SOUTHERN BELL TELEPHONE CORNER LB #6674 S.F. = SQUARE FEET o 1.0' OFFSET T.O.B. = TOP OF BANK - 0 = ELECTRIC SERVICE TYP.' = TYPICAL A = CATV U.E. = UTILITY EASEMENT {i = LIGHT POST U.L.P. = UPLAND PRESERVATION d = 11" PINE TO BE O = SET 5/8" IRON ROD WITH CAP NO. LB 6674 REMOVED (TYP) O = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 ■ = FOUND PERMANENT" CONTROL POINT ks = 10" PINE (TYP) A = SET P-K NAIL WITH DISK NO. LB 6674 TO REMAIN (TYP) = FOUND P-K NAIL No. LB 6674 Q = WATER SERVICES ' D4 = WATER VALVE O = SANITARY SERVICE ❑ '= FOUND PERMANENT REFERENCE MONUMENT 6674 00 : = EXISTING ELEVATION IN FEET , ` 0.00 > . =PROPOSED ELEVATIONS IN FEET 0 —dam = DRAINAGE FLOW INDICATOR 0 ' d J V N %45 40 10� PROP.O.S.T. )PROP NO. 4 C.B. / S 43-4D. P.C.C. / 61 0. / 7 , d10 R=909.00' e9 , A=0'33'46" / L=8.93' / / v / / / / f P:\600-699\5652\CAD\LOT SURVEYS\1165LLsI39.dwq 09/24/2003 03,08,31 PH EDT MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 `��"�` Lawson, Noble & Webb, Inc. ENGINEERS •'PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986 (772) 878-1700 • fax: (772) 878-1802• email: Inw-pslolnknc.com West Palm Beech Port St. Lucie REVISION FB/PG I DATE BY I'CK'D DATE:9-24-03 BY:JDM CK'D: MTK F.B.: PG JOB NO.: B652 PROFESSIONAL SURVEYOR AND MAPPER (RATION NO. 3864 LEGEND: A - DELTA ANGLE L = ARC LENGTH CATV = CABLE TV C.B. = CATCH BASIN C.B.S. = CONCRETE BLOCK & STUCCO �L = CENTERLINE CONC. - CONCRETE COV. - COVERED D.E. = DRAINAGE EASEMENT ELEV. - ELEVATION E.O.P. = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER F.F. = FINISHED FLOOR FND. - FOUND F.P.E. = FLOOD PLAIN EASEMENT F.P.L. = FLORIDA POWER & LIGHT I.E.E. = INGRESS/EGRESS EASEMENT L.S.S.. = LANDSCAPE AND SIGNAGE EASEMENT M.H. - MANHOLE MON. = MONUMENT N.G.V.D. =NATIONAL GEODETIC VERTICAL DATUM PROP. WATER MANAGEMENT TRACT NO. 2 N.R. =NOT RADIAL O.E. - OVERHANG EASEMENT O.M.E. = OVERHANGMAINTENANCE EASEMENT O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET- O.S. = OPEN. SPACE. TRACT P.B. - PLAT BOOK P.C. = POINT OF CURVATURE P.C.P. = PERMANENT CONTROL POINT P.D.E. - PRIVATE DRAINAGE EASEMENT P.G.E. = PRIVATE GAS EASEMENT P.K. = PARKER KALON NAIL P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE P.R.M. = PERMANENT REFERENCE MONUMENT PROP. = PROPOSED P.T. - POINT OF TANGENCY P.U.E. - PRIVATE UTILITY EASEMENT R - RADIUS RAD. = RADIAL / / / / / I SURVEYOR'S REPORT: / 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. / AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTSAREAS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON. NOBLE & WEBB, INC. IN WRITING. )1�0 iWil)13 7. BEARINGS SHOWN HEREON ARE BASED ON�THE:N!RTH �I LINE OF LOT 144 WHICH BEARS S 59°28'22" E AND, AI I.6'EAMWS. ARE RELATIVE TO PLAT. B. BOUNDARY DIMENSIONS SHOWN ARE PER'P-AT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. - 'i )'- /., "� i ED 9. ELEVATIONS SHOWN HEREON ARE BASON;N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING-TO'THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F ,DATED AUGUST 19: 1991 '- 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY: SEPTEMBER 24, 2003 f , CERTIFICATION: IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. R/W = RIGHT-OF-WAY O =, SET 5/8" IRON ROD SAN. = SANITARY WITH CAP WITNESS S.B.T. = SOUTHERNBELLTELEPHONE CORNER LB #6674 S.F. = SOUARE FEET �0 O 1.0' OFFSET T.O.B. = TOP OF BANK = ELECTRIC SERVICE TYP. = TYPICAL A, - CATV U.E. = UTILITY EASEMENT ICI - LIGHT POST U.L.P:. = UPLAND, PRESERVATION t$ = l PINE TO BE O = SET 5/8" IRON ROD WITH CAP NO. LB 6674 O = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 REMOVED (TYPI O = FOUND PERMANENT CONTROL POINT = 10" PINE (TYP) = SET P-K NAIL WITH DISK NO. LB 6674 TO REMAIN (TYP) = FOUND P-K NAIL No. LB 6674 0 = WATER SERVICES X = WATER VALVE = SANITARY SERVICE El- FOUND PERMANENT REFERENCE MONUMENT 6674 00 \ = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET M 4 - DRAINAGE FLOW INDICATOR ° 41 J U U `Oj4 1010 (JE J PROP. r O.S.T. NO. 4 / ' 06, / r / PROP C.B. / /R=909.00' A=0°33'46" L=8.93' / NOTE: • = MEASURED TO END OF BOARD SHEET 2 OF 2 P,\600-699\6652\CAD\LOT SURVEYS\B6521S139.dw9 09/24/2003 03,08:31 PH EDT MAP OF BOUNDARY CLIENT: RESERVE HOMES, SURVEY LTD. LB # 6674 `N W SCANNED 0 0 0 0 0 My �BvY/� V�,ALawson, Noble & Webb, Inc. 6 Lude/F ount�)NOIN E E N S PLANNERS SURVEYORS IiIV 4J 11ag590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986 (772) 878-1700 • fax: (772) 878-1802- emod: Inw-pslolnw-inc.cam West Palm Beach Port St. Lucie FB/PG I DATE I BY I CK'D DATE:9-24-03 BY: JDM CK'D: MTK F.B.: PG: JOB NO.: B652 C., r ) V ►mac.._, L- 8- d c l JULIAN D. MORRIS, PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4731 FORMBOARD Z125• I 3-B75• I 2125• J SO:E:,y6•- r• © -"h" HEADER Q a" Max, "U" BiuT q OUT SME z J/a" - r• LfA.0 CONCRETE ANCNOR5 (SsCHmLW . J• WLx w. EE • COWCROF ANCHORS STORM PANEL TYP 6 ELEE'A}701 KCS M ve Mac CAP \\\ t I/4• Mac CAP 9.1 r9 Z125- HALF PAHE SCALE : 4 s• - T• ® - "U" HEADER sCtLE:.ye•_ r. Q REYERSED "F": Afd�t � e star: A.Y- r' 3" AMGLF- BUILD OUT &RACKET• SCALE: 3/6• _ 1- ALTENIM LEG LOG I�'OE3• _ r- f , .. r � fi75' ® SJUDDED ANGLE A9J•' L IRRES r.625 1.915' 5raE:•Y6•- r• ® _KEY HOLE AT PA H / 1 = Arm- .065• �lL STUD I,/ DIE r sr ZINC KEY HOLE WASHER NICKEL PIA.TED Y4NG NUi Jro,�xrx aim,. aJm .r2s• sCALE,J/a•./• . 0 o ti h is . SCALE: Xys .OAT• mVFj S. S.57W RIVETED 1,o� 6AOWN GN SECrKYRS N EE OEM 1 zoDD- .h T.� •.I lR sOUrrr 7STDRMRORM4 PANEL HAS BEEN DESBUILDING CODICNm W ACCQRDAHCE WTIH THE A(Gltr/ DIRE COUNTY, )994. EDOpN THE stm N DEEM WwD Laos s/t^el BE'*a�TERM6vm As PER sEenQv 6 OF A.SCE 7-54 KM fro ...P-x- save inNa STORM PANEL'S AOE0L14C' FOR WFACT AND FADCUE RESSTAX" HAS B-- VE1T>F]m W A CCvRaNCE. Arm S0425-01-m.£CBQNm 2 r5 & ZJ74 ROPECTivar a` 7f£ ADOVE MEXTXWED CODE AS PER AK:R/GH TEST LAD Perolf, / CALViVQW STEEL DE "P A"ONY 13- 52-J bE (AFTER SHALL WVE �0f14LRY ASrM A44 50. CA44' {O. W7rfr C-90 S ALL A!UMfNVM fXBNl90N5 WALL e< 606T-TO A.1 .OY LWLES ORIERW4W TOTED. ' 4. AU SCE TO BE STAINLESS 57EEL JD4 OR Jfe SER(LS B. BOLT5 TO BE 2024-r4 ALUMNUM ALLOY. CALVANUED OR sRWL= STEEL KM 36 Ls7 FTWIMUM IMD POINT. 70ro-Fxtw (A) DZVW �NCREM-F6S OUOMSE Avro) - 1/4• r rAPCOFa & UW-5ET uCQNT As hANUFADNrry er Lrw.✓BwcoEc - 1/4• r C� FLEX SW ANCHORS AS LHN7rFAClVRm BY Or TExrac#L - 1/4'N. IPAN r r 7/8" GtU(-pr ,WTjfQgs 1/q % ELM mvrs k 11—k PANELU a OR 1/4" r ELCO mak PAA'ELrrgTE PLL15• AS MM7.FACR1Rm BY PoNTR FASEENA'Gs JAC. AND ELCO, TaTROK BESPECMELY. - J/a• r RED H w DWSOLT SLEEW wCpEn A5 uwOTACiuNED Br LrW BuLDEX NOTES A1) FWYW EMBEDM (r WO POURED CONCRETE OF TAPCLW ANCHOR OR CRETE-FLAX ES4 a 1 J/4: MR ELM 7FANEIM I S IS 2, FOR RED FrW UOd7 6 r 1/7: FOR ELCO more 7%NamIE PLW TT Z. _ ANf7ioED 57YLL 6E aF(ZI,+O:D RrTD THE FRIURtD CgY(RETE No E 0mvENT LNTD AND T' M?r/drH.01r FEW 1677Ff NO STLtt- Usm M14U BE f 1/2• LONG MMMSr SHOCCD STUCCO EXLS[ OR FLOCK ANCHORS STALL LONG, LONGWMtST CONCRETE PAWS, OR PMERSBE FD(WO'W-UC ��.� SLALL BE AS MOTATED ON HOW A f) ABOVE EHDUN TO REACH 77L 11{IN SlRUCIV/E BMW SUCH PANELS, ANCHORAGE (9) 70 DaWWc CONCRETE BROOK MALL, - %i-: DWCONs & P-W-SET TAICOAC AS AWAZACTURED Br LrLE, .UU)CE aWIE-FUX S54 ANCNORY As "INUFACTVRED BY aso TWRON. - 1/4- 0 x 7/6• CArx-W ANCHORS 07 1/4• a ¢ro CREDAL A Temsk PANEuµTE• OR 1/4• s ELCO - 3/B• I'RED HFi10 PLUS- A9 IGAVL'FAQL4zE.D BY POWER FASIEMNGS INC AND ELM TIXlROFL RESFiG/7VIIY. OM4SDET SLEEW ANCHORS AS LLINUFAC4URET1 BY Lr..W. BufLrex ND7FS 8rKr) MMMUM E74BEDMEHr of TaGOR Aa`OlM ELCO PANELI[47F EECO mak PANEIM17E PLUS; RED WV ) 7/57 Anaio� INTO BE LZNQ?EIE BLOW Lwr WWL BE 1 1/4: "Arr NO EJ03EDA(INR INTO E BE EML'iEIY EAlBEA'{m INID THE COYCN'ETE &OOK IARr uNunar srHDULO srLFaro Exam. A'w��BMFnWnEa O/4-!'�D swrL 1 1/2- Laxc SHALL BC �GwEWU R COA�RETF PANELS BE FDUND ON Rc E wwg mL4 &rCNDRS wicirED ON NOrEs W B.0 rE Bz) ABOVE, s'�� BENMO scar PANELS ANCHORAGE srACL BE AS (Q Q �REX FOLILVINtG ALL OF THE RECMUEN07TXN5 AND SPm1RCAnQW OF THE 7. PANELS IAAY ALSO BE 6'WNIM hnWDN Atlr FWLOWMG WTAUABOK'Li 4Xs SHOW ON SECRONS 7 THRU 6 (SHEET 2 -' J DF 9) EXCEPr THAr NFaSRS z J & 4 SALT. For BE USED S B R ly BE LEAF ATTACHED kqY Or RO ? A&tWRTRACMR r0 IMNSWY THE SOLMeSS OF ME S)L'lK:IURE NFIERE STUTTER TS l0 r AT7Aq{ED TD LA6UlTE FROM? ANCF/ORAGE 7FP.S SFA1f7FR SHALL OW BE ATTACHED ID CVNCRElI: BCDCK OR H90D F7GWE BU[L'¢Rq -.._. SSFRBBR AWIWACRAREi$ LABEL SHALL LL' PLACED AT BOOM OF EACH PANEL _ LABEL shu READ AS muom- EASTERN METAL SUPPLY, WC cc(�/n�pA�'{{��'' MLAARE LIADE COWr1T' PRODUCT OLM'ThCL A'RTOM X 47&IYEIV IV�® O6 St, Lucie County APPROVED AS COMPLYING WTH THE SOUTH FLOR DA BUILDING CODE DA (0 ZOOI BY PRODUCT NTROL DIVISION BUILDING CODE COMPLIANCE OFRCE ACCEPTANCE NO.CXi -O j • O 24 CAGE GAL VAN ZED BERTHA STEEL STORAI PAAIELS A(IAMI DARE COUNTY AS SHOwN SGXLr EASTERAI -fi,IETAL SUPPL k' AATrr " 7/DA E, ' (TIT' TE ANUCE)CHORS (SEE SCHE POURED CONCRETE REOUIRE� 20 wT� Wj 1 RIP P POURS CONCRETE OR CONC17E7E. BLOW WWII,_ REDufRE '. CONCREH[i1NEµJp(CS / IsEE scHmuLE) "WCRETE OR.CONCREHE ZIEDWALL ifOU/R I I .I I .l I SEC77ON 0 ANCHOR M CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRE CoaL FOR WNM FPAPAWN TD aAsy WSS>k=) _� 'CRETE AllC (S'E SCHEDULE] POURED he I o I� s T (SEE SCHEDULE)Sae tBxrnruuro`,aaSS I d I s % 7 e•Z Sxs/J2- I I ` . O➢EWP 0 I I I I I lip•.-�Q f POURED TE , I CONCRE 1 OR I I !Y 0. G CQVCRc�� BOLTS W/ 7/Blx • I x7aL I BLOCK i lVL OR CWcREW r. a ^ur o RBLOCKS= REQUIRED .` REQUIRED i e° I CCWCRE7E ANCHORS / (sEE sct7muLq I 6 coot . ' GZNQ4ElE ANCHggs (SEE SCfLDU(E% `10 k WALL YOUNrING -INSMALAT-lom � n � SECMHON�- ....SC710E': BUILD OUT .... ./.-�.. >.--....-__T. INSTALLATION 3/B• a 7' .. .. ....... J ON ..... SCALE : 3/8' < 1. TL20TSN'3/ 2V w P G � SECTION 0 57UD I` LL f; C1I6N7�NG fhfSIALLAT-10M T-0 L O. EDOE IXSDWCE SHEETEE SC5�5T t 7 ay a s F OR COUSIM477ON OF SECTIONS LOOR/CE7UlVC UOUN77NC-SECTONS CAN BEED 7N ANY WAY TO SW ANT �ALLAHOK1�1.\ - F// .� a, h pa#a D CaXWE7E REQUIRED I h -I (SEE SGLEpt.SEj I '—�T MR MINWUM SEPARIRON I - to CYA�S f E r I r y y f/4'C 20 x SS.AES W/ 7/xJ/52' � a 4 l/4'/ZOx x J/32 * N6 n 12" Q G J 9 POURED MYCREM g�I OR COMCREHE q ' BLOCK WALL - REQUE4fD t O Arm 20x1 CONCRETE AA'pORS w/'NU! P I2'/ZO. G Coa . . - UOR - _SEC_ SCALE: J%e'< T• APPROVED AS COMPLYWG M THE . '50um FLORIDA BUILDING CODE DATE fo AQ 00I'^ B V v PRODUCTC ROLDMSIDN BUDDING CODE COMPLIANCE OFFICE ACCEPTANCE No A(IAMI DADS COUA7Y 24 GAGE GALVANIZED BER771M � swoxw S77 EL SiORA( PANELS s str a I Cont (SEEE SCHEDULE) HE ANCHORS CONCRETE ANCHORS (SEE !/4" f-20 S. S MACHINE (SEE SCHEDULE) CONCRETE ANCHORS \ _ g eotr w/ NUT wasHETz E D. (sEE� uLE)\IE h 0 12' 0. C PoLRm CONCRETE r� REOUlRm E i' Mirc I I REQUPOUREIRED CONCRETE .yR-e RED CONRRETE i'-}j I I • 7 REQUIRED o — m I - .I. - — 4 ry I� LMITTON b Cont _ I I 4 Coat I O7 OR a Conf (SEE SCHEDULE)11f4_' FOR MIMMUM SEPARATION 'S' f I IT •r/4 &xTs f I TO CLASS I , 7/8" x 3/-V I �. I1125V-4Go h 1 1/4' f zo h I S&LC.S w/ 7/ x 3/3z" I `, T/4' f—z0 x T/2- I� _ t WING NUT' O LyQty &Sl,1S W 7/B' x 3/.YZ �. i/4" OVERLAP O MIDSPAN I WlN �mor 0 MDSPAK I MW NUT P O cY'7i. W o WDSPAN i/4" f 20 x Jj4' tv (SEE SCHEDULE) I i i c/2• o c IFM irerrs— I 4 (SEE SCHEDULE) ..: ALTUMTETO CLLS 020 x FOR M UMUM LEG LOCA77ON 4. 1 SEPAPATTON Y/I I 70 QASs — �— .fa/' I I I WHHGxJ62 I I 8 Cont I g 12' D. G T14' s-20 x I Conf. I I J/4' BOLTS V , p I I p; 7/8" x J/J2' hi CONCRETEPOURED - ��;fAj - n IrS1z ca C o f OR CONCRETEBLOC- OOR B REW� .�.. _ Cont f'Adui. IX.LNCAr� PEEREIE 7. ANCHORS /J! —_ T//4' f• 20 S S M CIVRE CONCRETE AYCH h 90LT W/ NUT & WASHER POURED COMLREfE� t; D. CONCRETE MaWRS� I I E rOf e a = (SEE SCHmC1EE) O 12' O. C. RmUBTm (SEE scHmULQ // u ConL POURED REQUIRED O� coNCRETE- E D. _ __...._..-BUILD our Ildsr4LL4 roN �Fy�, COUNG & - oR k�oUf�rING..:._,_..�_:.. �' SECTION 5 E LING•-' ELoo -1 oUMf1NG Sc4ttE: J/B-< r- PSFALLArloN - SECTIok 5 INSTALLATION - SECTION 7 SCALE : 3/13' t �• SCALE E D. = EDGE DISTANCE (SEE SGW£DULE ON sHEET 5, 6 h 7 OF 9) 4 � ECIBINEOVO� 7AA N OF SECTIONSMOUNTING SEC7101YS fAK BE TO SUTi ANY l.KSTALLATION. APPROVED AS COMPLYING WITH7HE SOUTH FLORIDA BUILDING CODE PRODUCT OUNTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCENO.� - OQ (g. (D CiLK-RH OR ELOO mole/lomvle PANEL"47E OR m 1, PANELM47E PLUS 4'0-20 SIDEWALK Ba_r Q4 aF9 /QJ 1/4 i-20 1RlISSHEYI BOLT (SEE SCHEDULE FAR SPA04W) POURED CONCRETE ixo=r REQUIRED—\ (SEE SCHEDULE) FOR ARN&W SEPARATION'S' TO GLASS 7/4' 0-20 x r r SM.& SW/ 7 B' x WING NUT O OVERLM 0 AWSPAN CONCRETE OR CONCRETE .ON WALL REOURED b n C:"—HN OR ELCO male/Hemale1� PANEJ,G4TE OR mole PANELMATE PLUS QQ�,aT,Ty� 1(4"020 MOEYINX BOLT OR o n CY rt ?/1/S % 2OL 0 TRUSSHEAD Bar • . (SEE SCHEDULE FOR SPAaNC) WALL I 011fifr7lV :IR.S ALCA%ION...(D...: - SECTION 8 SO4LE : 3/8" = r- gg gg,, , � €B9'E�€E;C. r a.! ..,..,..�..._ __.. r WE WALK BOLTS ARE 3//4 Ox3//327k x HEAD MACHINE SCREW Bf/LQHCh1 As PER NOTES A2 & 1?2 (SHEET i) r TRUSS HEAR BOLTS ARE r 2 izr /8T7ECK HEAD MACHINE SCREW WfLL7HC/H AS PER NOTES A2 k B2 (SHEET r) "lWl DADE COUNTY AS SHOWN scat£ r-43TEfttN. WL I AL SUPPL r, INC 7/`D/00 24 GAGE GALVANIZED BERTHA STEEL STOW PANELS z .T25' 3W5-H14 OR 6063-76 ALLOY Cont. Alum ANGLE .. — CASE A (Plan) . SCALE 114' _ ,• 2' x 3- r .no3- vm, 606. POURED CO&V?Er, 6 O4 CONCRETE BLOCK WALE TWR: 5REOUREDAT- - POURED CONCRETE CONCRETE BLOCK WA1 REQUIRED A0rt - F {� CONCRETE ANCHORS h ! f / 0 12- 0. C. in y`6 H B o . 2 OR OR ~ h f 2' 1/a. \ OR OOR O OR 1/4- 6 800' . 4' r 4' z ,072- E 24'3105-H14 OR 6063-T6 ALLOY W/.Y,(�04UT M AUu ANVIE CASE D (Plan) SCALE. 114` = F' x. PORm CONCRETE MgGRETE BLOCK WALL REQUIRED r CONCRETE ANCHORS 0 12' o. G —,_ r 2'z 2'z.055-TO 2' r 5' x .055' ConL Alum. ANGLE O4 � .050' 3105-HI54 ShaT MEM Alum BEM PLATE ALTEPM7E LEG LOC40ON CASE B (Plan) U CASE c (Plan) Ste,,4- . SCALE 1/4' = 1, 41, END CLOSURES DETAILS DESIGN PRESSURE RATING "Yfr" (p,s.f-) CORRESPONDING MAXIMUM PANEL LENGTH 'I " SCHEDIIE . . .' 'NAMMUM DESIGN R417NC Mac PANEL LENGTH APPUCABLE 70 NLN/MUM SipA2iT70N SECTIONS ' . ,. 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(BOT10M7 JZ' WA 2 (MP) 12- 2 (6or7nu) 12" WA J (top) 12' 12. S (Ronmr, .. 12' WA 4 1r0•°J d-0' OR !FQ 12' rz- 4 (B07IL , ' .. r2' WA 5 (top) 12' 10- 5 (Donal . rz• WA 6 (r0P) f2• WA 6 (60TTM 12' WA 7 (70PIVOrim ' r2• 1z• 6 Crop/6oit�q IRs1aa: AMi!.ABLE cax-rL ro tpp<r7L TOutscm, •�lxrs Ee: MVIM PALM __ IfTRI( Y' frU r2 WA r 01P) ]2' To- - f (BOT7pJl1 • . 12. NIA 2 CroPJ 12- 10' 2 (ROnVi f Iz" WA J (Top) 12- 10' 3.(RINal.. ) To e-6 `f1' WA 5 (70P) . 1Z' ' 6' 5 -(gOTTUNJ,. 12• WA 6(rT) _ .._�_..- o- WA 7 (tOP/gOTrM Jz• 6' 8 i70p/BOIrON) 'MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR E D. LESS THAN 3 1/2' REDUCE ANCHOR SPACING 8Y MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING. FACTORS. (NOTE : MIII I- D. FOR CALK'—IAf ANCHORS LS 2 1 /2 USING FOR THIS OPEFA77ON TO BE POSIBLL REDUCED SPACING OBTAI ED INDiCA7ED R EACH ANCHOR 7YPE AT R ShALL NOT BE LESS ANCHORULE�DNG FACTOR ACTUAL E D. TAPCON/ —FLEX 554 -PANELhfA7ES C4LK-1N RED HD. SLEEVE J. 86 2 1/2' .75 1.00 .71- 2' 50 50 1.00 0.88 ANCHOR3 LEGEND _ ANCHORS ANCHOR M1N. TYPE $PACING Lr p• _ EA"E DlSfANCE ° a: ' TAPCON/PANELMATES/ CRETE FLEX SS4 3.0' CALK—iN. 3/8=o RED. HD. . DYNABOLT EEVE SL - `SEE MIES ON SHEETS 8 & 9 OF 9 FOR ANCHORS ME & SPACING FOR JNS7ALfA7701VS 1N70 WOOD FRAME BUILDINGS 1TH rn�mas c a aN rrNw� APPROVED AS OOMPLYING VUHTNE SOUTH FLORIDA BUILDING CODE' DATE Io 0 -7 l BY PRODUCT G6tfiROL DMSION BUILDING CODE COMPLIANCE OFFICE ,ACCEPTANCE NOOD -Oq l g -10 4. MbWf DADE COUNTY 24 G4GE G4Lt/AN1ZE0 BER77�4 AS SffoW STEEL STORM PNELS SCALE .EkSrERM METAL SUPPLY 7/io/DD ZS. A ,...� t E�'G cur Ilr (7Ditt A (CTITCITYE z 125'--L--J.97s--�— z•IZS--I O. PANEL srxr.gLir - , •. .. V In J.mO" JIA�- Zq0" 1. f7S M1 5 A125' R250" M1 R125" •I' „ � •� � y .I2S RZLYJ' K ." v1 n b ry R 1IT .075' 8 ri ri -075 OP .075- 2.5 ZJ' 91" Z.TSd . I CONCRETE NKYAORS (SEE SCNEWIQ T� STORM PANEL TYPICAL ELEVATION A T.A SECTION A -AA -A R 1.a U"" BUILD OUT /r- 1- FULL R aser b . M1 t- b Roar L .09T © _F_ TRACK a , IY (TOTAL MOTH) OOO (£IFCCTNE MDTH) � ® HALF PANEL scut: L/r - r zr70--I "R250- 4 o7S b n 1 I —I iW. R �— 259f ® _U_ HEADER srvc: s/e- - r 0 REVERSED _F" ANGLE TRACK . ST..c : 2/r . r j-11f 1 R1W 9c r1S `J5 R 125' xv- GENERAL NOTES: r, STOW PAYn HU BaN DM1 CO N ACCOY Ok r W rK OADC 6ULCVW. f,,, Lt171rT OF O'C SONN /100AL CL CODE. LYSX>r W,D LO,OS SNYL BC 0.r7CRU M AS PCR SCOT— 6 O'-ASCC 7bd, MTH 110 mp.A. BAST re.D SpELD. A7IH jSZL'TX 215 & L1" RCSPCCTA lr LOr Llbt AIC[ S RUN YLRP1(D N ALCOWOINCc LAD LCT.1Wr / Ton.o1-1K „17✓IMT'YD LlOOC AS /LT AI'Ajj,SAN ICST z AU ALL d 9[ LC,AL PNd].S SMLL HIYD SOA7-7U2 A1LDI' (N JWI-wI AILOY- -L AU & w D. USGWS 9u1L OC 606J-m MLOY uN.CSS oRCA'YTSC nam. T- ALL SCREWS TO 5E STAANLL ,Tra Joi OW J16 SMM 1 B(XTS 70 9C 2024-TI ALWv ALLOY C,LW 4nD ON STNMLSS MUL Mn, .1L 1, WyyLLI Y D PO . 6. AACIRASS TO MALL Wa BC AS TTXEDM4 RU = ORICRMISC MYW) (N 70 DZ70.0 po,A MWROE - 1/f a DAMW A'.OK AS AW.LFXWRED BY LEW RAu9ET OR LLm MMWW.; - 1/! 1 L VP- ARD+ S (oO7 SYLD-CON), AS AIVAIAC O) BY TRLF�AYY COgFUgAr�. 1/I- / RAM ZW C ,1ALN A%O0 AS W{/rACTLWCD 6T Mr R n RLG Q)• IPAyT� ,�C nw awpxw A Br me R1/f 0 )/y RAM CX -N A%0% a O CLCO mo a f~' -P.Y�AMTY AT lLY.1CACNRCD AM AND nm D(TLASmcs. RFSPCCmS1Y- WTa: A r) 1A,AAILN CLO2v NTO POALCD cov 1crr Or TAAR.W AA ,,,, a I J/I: TAW R n ZUu A2) HIa.RI 6 1 J/rT ! TAR LLCO MA41=nX 15 1 7/6AW ", AND Ta' TAp-CRP AM7A7R5 IS 11/I. 716 Mrt G X--N N.UO^S SN,L. W DnI aY CUBCOLXO 7I70 7W PMCD CaYCRr. r.. AO LAB XumNr NR1 STLCCO S Au Bc pC7i.4l7CA 114'"A F WALLS whi si BE ! 1/2" LOAC'WWW &YOL(B STLCm COST, AND I• 1/OCMN !qQ rule MIN NO SI of ' AJ) LAISDAC %L[t S1�C• pRCCIST CLY�CRCTC Pmar C14 PAYp7S 4'TOLFU OV MC Dom- SMLLro C ec S" AO7 OrVf.l'Jf RC/fX RL BCMLD SU. j 1WN AILy[ AATJKWA(.t SI1,LC BC AS &VD(T D LN NO= A1) A A1). (D) TO EYIITAC cay0 E LCOO( WNL - //! / JAYOT MVA7R5 AS AWRl mytm Br TEN- PM fr OR aco NDUSDT6i,.;_ - 1/4- T Or TAA� NXNK S (BWTm S7UD-C:OY)_AS ANI(Rmm"co BY M-fxsi'CGVWAm - 1/4- / RMTL 7AU4C WtN-AhU9 RT AS TL4AY,LCTTIRED BY mE RAM PEW mow, of .. - f/f T r 7/C RAM TJLX-N µaMS OR LLCO moN t frt . "PAkCLWTF AT 4yA.rs4C7LW£D 7�F RAM PEW CO. A%V nt0 A0=?SS RGS'PE 76ar. NOTES B.I) MMLW ELBCDILNT Or 1A9COv AACjpWs RAM ZWJ NICK LLm AW7L1'*YS m U 7A^- (e1P, R70 AC CWC;b-X DCDOC Wr SNV.L BE I 1/r. flZ) . AO 11'80A MOD SSTLCCO SIf41 OCCPoLY t1(L'DIXD NIO LMr OYR%7C Moor UWI.' l/! /-2o SULK [LSm -S-WI BC l 1 Pt"70fTTC0. w1�;' D46N,L TM PALLS NTH AO STLCLA. /l" LCY.>; 1NYWM STgOD SM P,'ExGT, AND I' fl.1) W CAX TLNT PRECAST STOKE DR Pxri cr .vu......... .:.. - "'v?;;,':•.. .- A+IL. A'AJ�O95" SNN.L A` COAL OC IOL70 RFACW D C-ANN PROM at SO 3" ANGLE BUILD OUT BRACKETz Aawcg sN^UP AY'?+Ons N aq r Ety SCATl : 2/r _ r - (C%Or Tic mclm� C 57N,,,Z,TCY1da.0 ALL (Y 7MC RfMA,CHMI , ALTCR,uTE LCC LOC: oTr -DVA, -iF-.D9Y T4" , S. S. STWfffV. 11 ON SE0 7t7 /NCtE 750 -. O SPACBICS SHOWN �� H ON SC'CTXINS n L II Q9 STUDDED BANGLE ,>s SCAL-A AA7- Y SCALE: LiK;•_ r DETAIL 1: STUD W/ WNG NUT a r2r-�l—zoDLr—{ ® "F" TRACK ANGLE s :L/r -r A PAACLS or ( ALSO EE AUTNI-0 NOWOVTALLY TOLLOMINC;. NSTAOADON 17TIRL1 d fSHQT,2 3 J or e) Drrpr TNATTCOERS Z"J Q f ViAu nor Be A ? SAHLL .BD RID T1l�UYr Cr_ TIC MWFALTLN T[l Vb.ry 7NC r1YFY SMITTCR:6 To -BE ATAO/'D ro NSAWSCLNO,.a C PRO=[F MpK4uCL Ras SHURC AT7AC/i:D TO LOSCRaE ECOCX .OQ 11C00 NLALE GWLDWOC 9. 9LAB,MITJI Ae1NL6ACNROTS L16EL 9W1 or PLWED AT EV7TOu OF C{G7 PMEL [L 5L READ AS TOLL0112 EASTERN JILT& Su'Ry., e.0 1.N£ WORD[ TLOROA DADC cOwTY PRODUCT co", APPRO+ID, PRODUCT RENEWED 1II l� ncLErrANCENAUO=(� EKnR�L770N DATE CT O7 2003 APPP.OYED AS COMPLYING VP711 THE -II-.12-By SOUTH FLORIDA HILVIC CWE CoQI q S BIMIGCDECOMP ANCE OF7CE ONTROL DVSION PROW; COPH L p . h L DUD:r:c CODE ctpesPl "r.r.E urElc� —L ACCEPTANCE NO.g_O -081 ® 2` x 5" (Max.) x .125"" ANGLE scrcc:.yr . ,• onL x...wA z e,. r,T. ,nc,Al rAax 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC .MM 2-w A- SOLNX IA7 waW . TL 1Ha1-J2,7 DADE COUNTY Ar sT+owN sort 7/7/De wrc 98 - 172 DRAWING Mr CONCRETE 0101ORS (SEE SCHEDULE) \. POURED \. CONCRETE \ REOU/RED 0 r (SEE SCHEDULE) - FOR 4INIUUlf SEPAR RON 'S' TO GLASS OF WINDOW OR S. G. D. w a CONCRETE ANCHORS (SLY SCHEDULE) POURED CONCRETE REOUWEO� \ o li Conf. I— (SEE SCNEDULE)- FOR 4/M4U4 SOLAR 770M _s- To GLASS OF NINDOW ORSG D. !/f 0-20 x J BOLTS W/ 7/f �s J/JY WRAC NUT o 1Y D. C. C.L CONCRETE ANCHORS �L (SEC SC/fEOULQ LI POURLD CONCRETE REOUnRED —\ o � ci U I I ,POURED POURED OONCREEL'g s I I CONCRETE OR CONCRETE OR -CONCRETE L$ kI 'BLOCK•'WAT:L bk BLOCK n� REOUW® :: I I 0 REOUWED� / L / _r 6 Con CONCRETECHORS CONCRETE ANCHORS (SEE SCHLDf2£) g (SEE 5CH€WLE) / 9' Cont. WALL MOUNTING INSTALLATION SECTION A ANCHOR SECTION 2 w LE: 3/6- _ ,- f• F-20 l %U- , JJ% Y/ y, WING NUT O " / 12-0. C.. W POURED J CONCRETE 0 COCRETE OCKNWALL j REOU7REO SECT70N B STUD WALL MOUNTING INSTALLATION SECTION I SCALE : 3/6- b9ff - �L L MOUNTING INSTALLATIONV FOR - SCCWN(TOP) E A - EDGE DISTANCE (SEE SCHE'OULE ON SHEETS 5 & 6 OF 6) / O POURED J CONCRETE OR COICRET£ t BLOCK WALL RE10WRED CONCRETE ANCHORS (SEE SCHEIXAE) [-_--(SEE SLFIfDULE1— FOR Ain. SEP=r)o i S' .70 GLASS O` W7NOOW OR S. G. I-20 x J14' e/OC� W 77/1 xeMW TYO.C. — k BUILD OUT INSTALLATION SECTION 3 SCALE: J/6- _ L NOTE FOR CONBTNA77014 OF SECDONS : WA({/FLOOTj/CEIUNG 40UN77NG SEC77ONS CAN BE C049INED IN ANY WAY TO SUIT ANY INSTALLA77ON. CCACRCTE N•ChVRS (SCE SGtEDULE) ` ConL \ POUNED COhCRC7£ u RL'CYRRED p I I I I ry I I • I I Ng uJ y ' u (SEE SCHMULEJ N FOR Ar-L SEPARIDON S' TO w GLASS OF W7NDOW ORS G. D. I i I I' Zo-20 x J/i- NLFf o Y y CC I IZ o 9 ConL l , H. POURED CONCRUE V OR E.ONCRE7E BLDCX M ' REOURED I bAYfi-2o Lt. S o 1Y ;NUr D. C. CDM.REIE ANCI(ORS ..v,� (SEE SCHEDULE) 10 Con(:^ BUILD OUT INSTALLATION SECTION 4 SCALE: J/6' _ r PRODUCT RENEWED ACCEPTANCE Nm 00 — O O O Z• O T- E)OPIRATION DATE O S 40 Z,00 BY PROD COYTROLDIVISION BUILDING CODE COMPLIANCE OFFICE L I E C O ►KC_ DLLIT TESTWa t O/GP+Q.KMG COAA mIl KY. JOe� SL ]L l)l. IAMa LVLCt1 R. WYTER A MLJT !r. P E. fLOR/DA LTc I sfi67 APPROVED AS COMPLYING W;TII THE SOUTII FLORIDA BUILDING CODE BY PRODUCT CONI . DIV!S'ON BUILDING CODECBMPL-ANCL OF119L 1 CKD£ COUNTY 0.050" BERTHA STORM PANEL AS SHOWN ST ILE DAT METAL SUPPLY, /NC 7r F SOUM uKc WDTm a 3% 7—]Ill 9B — 172 ;;EASTERN DRA97HO N. CgV`T PANEL f- J'b� 2- x x .125" ' J1LYJ-H14 OR 606J-T6 ALLOY Cont. Alum. ANGLE — CASE A (Plan SCALE. 1/4' = I - POURED CONCRETE OR COHCRCTE BLOCK WALL —� REOLYREO 1" Vn CONCRETE ANCHORS C. r x 3" x .09T 3105 H-14 OR - 606J-T6 ALLOY ConL. Alum. ANGLE WITH ANCHORS o 12' 0. C. b 114' CASE D (Plan SCALE: 1/4' = r O0 CONCRETE CONCRETE BLOCK NULL RCOU/RED h , W 9Q ! l r Hox. M �J � II OR O OR \ 4 OR OOR OR \`II OR O 1/f d BOLT 4- x 4' x .072' D 2,r O. C J105—H14 OR 6063-76 ALLOY W/J4CIWUL' ConL Num. ANGLE CASE B (Plan) SCALE: 1/4' = I - PROBED CONCRETE OR CITE BLOCK WALL REOLa4E0 Fz sue" CONCRETE ANCHORS c rr0.r- � r x 2" x .O5S TO ' r x S x .055' conr. Num. ANGLE OR .OBO" J105—HI54 SHEET LI£TAL Al— BENT PLA1E ALTERNATE LEG LoC4nON CASE C (Plan) SCALE. 1/4- = I - END CLOSURES DETAILS MAXIMUM DESIGN PRESSURE RATING "W' (p,s.f_) CORRESPONDING MAXIMUM PANEL LENGTH "L" SC MAWA ULr DESIGN dTox. PANEL LENGTH FCOYS#14noff To. PRESSURE RAITHG UPZW A/ SEPARATION W (P•x.f.) (SEE SFCnoVS) TO CLASS IgY+65.0, -77.0 8'-d OR LESS 2 1/4"+65.0, -77.0>8'-O' TO 9'-0" 3 11/16•"PouRED CONCRETE +62.0, -733>9'-0' TO 10'-LY J 7/8 OR REOU CONCRETE BLOCK WALL \ REQUIRED PRODUCT RENEWED APPROVED AS COMPL1IHG VRTII THE _ ACCEPTANCE Na-a iOZ-OU- SOUTH Fl RIBA BU!LDIEIG CODE � DAT �E- Obi D_8 IDy_ M MATIONDATF. OS O ?'O-? BY - _ -/•_-I v FRDDUCT CDF! IiOI OiV:$ OCI PRODILfCr CONTROL DIVISION BUiLD;.NG 69DE COMIPL•AECE OffICE BUILDING CODE COMPLIANCE OFFICE ACCf?IAliCI R0.7ppS-061�[_(�n !L E 0INC. 1TLL-rr TTSTTNO t n. olJ 217. GOYPA31,00 ho,.: /JOJJJA_lJJp . xn.: (JtrJJeh-lAl N'KTfrt A JI(LR Jc P_ E 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC .TEgo 2j v AN. SOON L. x6RRL rL aH61-. 42 , I " ULE WE COUNTY AS SHOWN SC4LE 7/7/9B DATt " 98 - 172 DRANIHO Ho MAA7bfU,V DESIGN PRESSURE RATING "Ir' (P-S.f): AND CORRESPONDWG MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES E. D. = EDGE DGTANCE MAXMUM DESIGN LOAD W (P.t.L) wXIMUM ANCHORS SPACIIC FOR C. 0. J ICY ", APPEICtD1L TO SECI)ONS / d ANY OVAIBIN4170N OF THEM MAXIMUM PANEL _ LD✓C7H L' (A.) TAPCONS TO COIICRETE 8 12,c, TO MASONRY R4WL ZAMAC TO CONCRETE NVUN TO MASONRY R,SIy(: TO CONCRETE GiIC_Hr ..TO;MASONRI' CF TAP TO CONCRETE -GRIP TO MASONRY PANCLMATES TO CON CONCRETE TO MASONRY +55.0, —65.0 N/A 8 ¢' 12' N/A 10" B- 12" - .NSA. 12" 5- 12' N/A 8" 3 I/7 N/A 1 (TOP) . 9'-0" OR LESS 12" 72" N/A 8" 17 72" N/A 10". T2" 72' N/A 12' 12" 71 N/A 8" 11" 11- N/A l7" 2 (TOP) 2 (BOTTOM) 12" 12" N/A 8" 12, 17 N/A 10" 12- 12' N/A JZ" 12 12- N/A 8" 1I" IT N/A 11, 3 (TOP) ) J (BOTTOM) 12' N/A 11- N/A 12' N/A 12' N/A 11- 11' N/A 4 (TOP) 12" a" 12' 10" 12- 12- 72" 6" 11' 4 (BOTTOM) 12" N/A 17 N/A 12" N/A 72" N/A I1" N/A 5 (TOP) 17 a' 17 10" 12" 12' 12- 6" T 1" 77' S (BOTTOM) 11 1/2- N/A 7 1/2" N/A 12" N/A 8 1/2 N/A 6" P/.BOTTOM) .10 N/A 6 7/2" N/A 10 1/7 J.J/A 7" N/A 5"P/BOTTOM) H/A N/A N/A N/A 12 1Z' 12 6" 6" P/BOTTOM) +55.0, —65.0 6 6 N/A 6 6 H'/A 6" 6 N/A 6" 6 N/A 6 6" 6' (TOP) 2(7-OPIBOTTOM) 9'-0' TO 10'-06 (BOTTON) 6- N/A 6- N/A 6" N/A N/A 5 1/2" NIA P/BOTTOM) _ N/A 5 1/1" N/A 6" N/A 6" N/A 4 7/1 P/BOTTOM)N/A N/A N/A N/A 6" 6" 6" 6" 6' P/B07TOM) SEE SHEET 7 & a OF 8 FOR ANCHORS TIDE & SPACING FOR INSTALLATIONS INTO RDOO FRAME BUILDINGS * MAXIMUM ANCHOR SPACINGS ARE VALID FOR J IIZ- EDGE DISTANCE FOR E. D. LESS THAN J IIZ- REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWNG FACTORS. (Min. E 0. FOR RA)rL CKK—IN ANCHORS & Q.CO PANELMAT£ IS 2 1/7). . ACTUAL E. O. FACTOR 7APLVN/IAW,G MtNHI PANCLWiES RAHL CILK-IN CF W-GRIP 3 .a6 .75 1.00 2 7/2 .71 .50 .80 PRODUCT RENEWED ACCEPTANCE No. 0 0— 0 6 02 EXPOAM�OONDATE��CS 07�o3 BY7__f/_� kl/ PRODC2'I' CONTROL DIVISION BUILDING CODE COMPLIANCE 0FnCE rL EE 1Nc. T71L? TYS7M'c ! OM�IC(R3NG CCdf, IOIJ HY JpP- .iL. St" )I). MpYt (NpJ[AS R, WN TFAA V11M./, P C APPROVED AS COMPLYING PIITU TILE SOUTH FL RIDA 3,,LOIDG CODF. DATE.. PRODUCT f.ONIR DIY:S'ON CODE /1000A'"U'AnNCE OFF CE aCfr7L•::: C.a N.D 48_ �D17�p DADE COUNTY 0.050" BERTHA STORM PANEL AS SAA>W SCALE EASTERN METAL SUPPLY, INC 717106 GATrATE JtW Z4vC An. SOIIM w¢ 98 — 172 I bMAA7MUU DESIGN PRESSURE RATING "ri"' (p,s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES E O. = EDGE DISTANCE MAXILIUM DESIGN LOAD W (P.s.l.) +65.0, -77.0 TAPCONS TO'CO'.CRETE 6 12� 12 TO MASONRY IV/A T N/A 7' RAWL Z TO CONCRETE J I1' 71' 71- N4X4IUM ANCHORS r C NNLW TO MASONRY N/A B"12 N/A 8' SPACING RA41 TO CON CONCRETE 6 12' 11 FOR E. 0. UDC-W TO N7SOYRY N/A 10" N/A 10 APPLICABLE TO SEC; / d ANY CDM&NATX7N OF THEu 1 (TOP)12 1 (BOTTOM) 2 (TOP) MAXIMUM PANEL LENGTH 9'-0- OR LESS TO COYCRETE CF T4P-GRIPnI/Z- 3 1/2- 12- IT 72 TO MAStiyJRy N/A 6 1/2- N/A 6 1/ 2" 9 1/2' O MASUWh' NIA1[S 9 1/2- /A 9 1/ 2- 9 1 2' / 2 (BOTTOM) 12- N/A 17' N/A 12' N/A 12- N/A 9 1/2- N A / 3 (Top) TOP TZ 12' 7- N/A 11" 11- 8' N/A 12- 12' 10' N/A 12- 72- 6 7/2- N/A 9 !/Z' 9 1/2' 3 (BOTTOM) 9 1/2' N/A 4 (TOP) 12" 7' It' 8 12" 10' JZ' 6 1/2" 9 7/Y 9 1/1 4 (BOTTOM) 12- N/A 11 N/A 12 N/A 72- N/A 9 1/2- N/A 5 (TOP) 72' S //2' 9 7/1' 6 7/2' 12' B•• 70' 5- 7 1/2' 5" 4 1/2' 7 1/2' 5 (BOTTOM) 9 1/1- N/A 6 1/2" N/A 10" N/A 7" NIA A MIA 6 (TOP/BOTTOM) 8 1/2- N/A 5 1/2 N/A 8 1/2- N/A 6' N/A N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 12 6" 12 6" 6- 6' 8 (TOP/BOTTOM) +62.0, -73.3 6- AV/A 6' N/A 6- N/A 6- N/A 6' N A / 2 (TOP) 9'-0' TO )0'-O- • 6' 6- 6- 6 6' 6' 6" 2 (BOTTON) 6' N/A 6' N/A 6" N/A 6' N/A 5' A NIA 6 (TOP/80TTOM) 6' N/A 5 N/A N/A 5 1/2- N/A 4' N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A E6' 6- 6• 6' 6- 6' 6' B (TOP/BOTTOM) 'k SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE do SPACING FOR INSTALLATIONS IN70 NOOD FRAME BU2DTNGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E D. LESS TNAN 3 7/2'. REDUCE ANCHOR SPACING BY MUL77PLWNC SPACINGS SHOW ON SCHEDULE BY THE FOLLONING FACTORS. (Min. E D. FOR RAWL CALK-1N ANCHORS d ELCO PANEIMATE IS 2 1/2"). ACTUAL E. D. FACTOR TAPCW1b tjC NANNI PmawTES RAM CALK-W CF W-CPoP 3' .86 .75 IXO 2 1/2" .71 .50 .80 Z' PRODUCT RENEWED ACCEPTANCE Na 00-(j=�- 17LPTI2ATION DATE 03 O By PRO C N'TROLDMT"S10N BUILDING CODE COMPLIANCE OFFICE TILL? 7r'S77NC d ENLm/LZRWC COMPANY ovs x...m_ sr_ sw Ir) +.mu va a� a urea ARMOVED AS COMPLYING WTTII THE SOUTH FL1pCIOA DUILDNIG CODE PIIODUCT CONIIMI D;V ; fit•, BUILDING CODE C0AII'LANC1 01IICI ACCEPTANCE NO.9Q_98!7_I6 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC pwg�a�-1 D4DE' COUNTY AS 9A%YN scaLr 7/7/D8 DATr 98 — 17 AUGl0 -NWNE) lll0 HUSTREAM ALUMINUM J SHUTTER aen-17-000J uuj U9;L7 uupC JAOAA AHNINA 6 MUHN San 15 o3 o6:16a vas f r >>r x � s°O1r' GENERKt- 114 1 CJ: EMSLW 1. nu i wa 1 xma rc oBlGre N AQGiYDMWXX lq KOf 1N[.'�N ftONO� QN{pN0 ocDG R YGC N WRCMKfv �MM .v'►Iolm �� GU'Z CACWVAIIb 11RS 67EQ1+PAM4 OWA1Wq 5015804700 I TFICAL J1EVATION Wr`RAZ1zFw nvo%ff ft" K*C ePeakl•�r.wv wanly s/oz� PLAN VIEW TYPICAL MOAD #Ars F�M»EA t Pam Fca rave PRMR f 24 GAGE GALV. STEEL STORM PANEL ozYoeoeo JM / JK