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HomeMy WebLinkAboutPLANSLEGEND: A = DELTA ANGLE N.R. = NOT RADIAL L = ARC LENGTH O.E. = OVERHANG EASEMENT CATV = CABLE TV O.M.E. = OVERHANG MAINTENANCE EASEMENT C.B. = CATCH BASIN O.R.B. = OFFICIAL RECORD BOOK C.B.S. = CONCRETE BLOCK & STUCCO O/S = OFFSET (L = CENTERLINE O.S. = OPEN SPACE TRACT CONC. = CONCRETE P.B. = PLAT BOOK COV. = COVERED P.C. = POINT OF CURVATURE D.E. = DRAINAGE EASEMENT P.C.P. = PERMANENT CONTROL POINT ELEV. = ELEVATION P.D.E. = PRIVATE DRAINAGE EASEMENT E.O.P. = EDGE OF PAVEMENT P.G.E. - PRIVATE GAS EASEMENT E.O.W. = EDGE OF WATER P.K. = PARKER KALON NAIL F.F. = FINISHED FLOOR P.O.B. = POINT OF BEGINNING FND. = FOUND P.O.C. = POINT OF COMMENCEMENT F.P.E. = FLOOD PLAIN EASEMENT P.P. = POWER POLE F.P.L. = FLORIDA POWER & LIGHT P.R.M. = PERMANENT REFERENCE MONUMENT I.E.E. = INGRESS/EGRESS EASEMENT PROP. = PROPOSED L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT P.T. = POINT OF TANGENCY M.H. = MANHOLE P.U.E. = PRIVATE UTILITY EASEMENT MON. = MONUMENT R = RADIUS N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD. = RADIAL POD 28B AT THE RESERVE P.U.D. II -CASTLE PINES / P.B. 39, PGS. 3 & 3A f / LIMITS OF PLAT Ci I I � eo A ? 20' D.E. I 4, rN� s \ 10' K;0 \ I a�2 2.4•" R/W = RIGHT-OF-WAY = SET,5/8" IRON ROD SAN. = SANITARY WITH CAP WITNESS S.B.T. = SOUTHERN BELL TELEPHONE CORNER LB #6674 S.F. = SQUARE FEET a 1.0' OFFSET T.O.B. = TOP OF BANK 0 = ELECTRIC SERVICE TYP. = TYPICAL A. = CATV U.E. = UTILITY EASEMENT il[ = LIGHT POST U.L.P. = UPLAND PRESERVATION ®= 11" PINE TO BE O = SET 5/8" IRON ROD WITH CAP NO. LB 6674 REMOVED (TYP) • = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 = FOUND PERMANENT CONTROL POINT 4F = 10" PINE (TYP) A = SET P-K NAIL WITH DISK NO. LB 6674 TO REMAIN (TYP) ♦ = FOUND P-K NAIL No. LB 6674 ` C) = WATER SERVICES Dd = WATER VALVE = SANITARY SERVICE ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674 0� = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET b = DRAINAGE FLOW INDICATOR rn n w J TRACT 3 N cq 0 2°� S°p S eYNFO C/@ C 6� s °Ube Q \ \ \ z .os a'y.l \ \ � n 9 2 \ of •h!o 99' N ! \\ Q9.40 ?o \\ CO NOTE: * = MEASURED TO END OF B . ya SD q 511] AUG 12 2004 $O y ,19 5 16 o. \ A:n6a,M 44. ilk 9 \ y \ \ zee\ rs\ DESCRIPTION: I St. Lucie County Public Works \ v BEING ALL OF LOTS 177, 178, 179, 180, 181 & 182, ACCORDING TO THE PLAT OF POD \ 20C AT THE RESERVE, P.U.D. II - CASTLE PINES, AS RECORDED IN PLAT BOOK 43, \ PAGES 12, 12A THRU 12D, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. \ 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 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. UPLAND PRESERVATION \ EASEMENT "'^ " P.\600-699\B652\CAD\L0T SURVEYS\BG52ls177.dwg 8/11/2004 9,24,46 AM EDT MAP OF BOUNDARY SURVEY T. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 182 CLIENT: RESERVE WHICH BEARS N 48"42'27" E AND ALL BEARINGS ARE RELATIVE TO PLAT. B. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON 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 FIELID SURVEY_ APRIL 2f.,2004 CERTIFICATION: IMPROVEMENTS, IF,ANY, ARE AS,LOCATED. HOMES, LTD. LB # 6674 L N W ♦ • e • e e e e 00 00 NeM Lawson, Noble & Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suite 9, Port St. Lucle, Florida 34986 (772) 878-1700 • fox: (772) 878-1802• email: Inw-pslolnw-ine.com West Palm Beach Port St. Luele NOT VALID WITHOUT THE SIGNATURE AND -THE ORIGINAL RAISED SEAL OF A FLORIDA REV LICENSED SURVEYOR AND MAPPER. FORMBOARD /� •�—�� ��.� � — l 1.—y(t JULIAN D. MORRIS, PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION NO. 4731 FB/PG DATE I BY CK'D DATE:4-2-04 SURVEY B-10-04 JDM BY:JDM CK'D: F.B.:POD20 C1 PG: JOB NO.: B652 LEGEND: A - DELTA ANGLE N.R. L = ARC LENGTH O.E. CATV - CABLE TV O.M.E. C.B. = CATCH BASIN O.R.B. C.B.S. = CONCRETE BLOCK & STUCCO O/S rL = CENTERLINE O.S. CONC. = CONCRETE P.B. COV. = COVERED P.C. D.E. = DRAINAGE EASEMENT P.C.P. ELEV. = ELEVATION P.D.E. E.O.P. = EDGE OF PAVEMENT P.G.E. E.O.W. = EDGE OF WATER P.K. F.F. = FINISHED FLOOR P.O.B. FND. = FOUND P.O.C. F.P.E. = FLOOD PLAIN EASEMENT P.P. F.P.L. = FLORIDA POWER & LIGHT P.R.M. I.E.E. = INGRESS/EGRESS EASEMENT PROP. L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT P.T. M.H. = MANHOLE P.U.E. MON. = MONUMENT R N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD POD 28B AT THE RESERVE / P.U.D. II -CASTLE PINES P.B. 39, PGS. 3 & 3A f LIMITS OF PLAT--\ � 1 20' D.E. kr$f S \ 10 �10 \ r� 10' NOT RADIAL OVERHANG EASEMENT OVERHANG MAINTENANCE EASEMENT = OFFICIAL RECORD BOOK OFFSET 6 OPEN SPACE TRACT = PLAT BOOK = POINT OF CURVATURE PERMANENT CONTROL POINT = PRIVATE DRAINAGE EASEMENT = PRIVATE GAS EASEMENT = PARKER KALON NAIL = POINT OF BEGINNING = POINT OF COMMENCEMENT = POWER POLE = PERMANENT REFERENCE MONUMENT -PROPOSED = POINT OF TANGENCY = PRIVATE UTILITY EASEMENT 4 RADIUS = RADIAL %.h� ��`��y 44• .f6 \ 2 .06oq b,yg.l \ R�'4y�fi 9j}'bo 9 \ / \ \ s29.40 0 p pia 20 of h MIN. SETBACK REG, 20 FRONT SIDES CNR SIDES \ \ TF \ 28.73REAR / P \ S TECH. \ \ F DESCRIPTION: \\� \\( a BEING ALL 0 i3' 178, 179, 180 181 Sc 182, ACCORDING TO THE PLAT OF POD \ 2 20C AT THE RESERVE, P.U,D, II LE IS RECORDED IN PLAT BOOK 43, \ \ PAGES 12, 12A THRU 12D, PUBLIC RECORDS OF ST.ILUCIE COUNTY, FLORIDA. \ SURVEYOR'S REPORT: 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE R/W = RIGHT-OF-WAY O = SET 5/8" 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 Q = ELECTRIC SERVICE TYP. = TYPICAL 0 = CATV U.E. = UTILITY EASEMENT ]'.T = LIGHT POST U.L.P. = UPLAND PRESERVATION ®= 11" PINE TO BE O = SET 5/6" IRON ROD WITH CAP NO. LB 6674 REMOVED (TYP) O = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 r = FOUND PERMANENT CONTROL POINT 4f = 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 ` O = SANITARY SERVICE 0 ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674 �` = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET o —A = DRAINAGE FLOW INDICATOR n w J TRACT 3 a °s fO O UPLAND PRESERVATION EASEMENT "'^ ^ 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR P,\600-699\B652\CAD\1_0T SURVEYS\B652Is177.clwg 04/05/2004 09�59,17 AM EDT 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 MAP O F BOUNDARY SURVEY THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBBI 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 182 WHICH BEARS N 48°42'27" E AND CLIENT: RESERVE HOMES, LTD. AI_L,BEARINGS ARE RELATIVE TO PLAT. B. BOUNDARY DIMENSIONS SHOWN.ARE'PER PLA'VAND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. I - it J> = 1, 9. ELEVATIONS SHOWN HEREON ARE'B.ASEDON N:G.V.D. ADJUSTMENT OF 1929. LANDS SHOWN HEREON LIE WITHIN ZONE. X -A(CCORDING TO THE FLOOD INSURANCE LB # 667410. W RATE MAP PANEL NO. 120285-0275F ' , DATED AUGUST '19, 1991 a 0 0 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY: APRIL-2, 2004 - e o e o e Lawson, Noble & Webb; Inc. CERTIFICATION: IMPROVEMENTS, IF ANY, ARE AS LOCATED. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND 'MAPPER. I I JULIAN D. MORRIS, PROFESSIONAL SURVEYOR AND MAPPER J FLORIDA REGISTRATION NO. 4731 ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida 34986 (772) 878-1700 • tax: (772) 878-1802%email. hw-pslolnw-Inc.com West Palm Beach Port St. Lucie 1 I Z 125' I 3R75- I Z 125' 0 PA . 4,Z, - r' HEADEg ° 17 STORkt PARR TYPICAL ELEVATIOAF 1/4' M= CAP \ \\\ \i T/Q' Max. CAP _ l Q maK, `U'° 6VIL D OUT ScuE,.yr- I- ® IN7M4 Y Sau. W- r- S AZ•S S X J/JT,m OFTCRLl^S .D9J' F-� 1/4' 0 JO} WS ID O� S S STIUVLTLT IO S 4C /NCCE P T q SfARTI 01Y src7xaSE1:riCYIS SEE fEWE I 1. Z 000- o 115- (!DIAL WMH) 2.125' . HALF PANE( . SCALE. 476'- F. ® "UN HEADER { SCALE. Jvjf' _ ,• © REYERSED CL€r� AH , 1 CK I' T25' 0 0 0 � N . � I 3 ° ANGLE BUILO OUT B28CKU SCALE: 3/6• _ I' ALTERNATE LEC LOCAR D•'- IL F STUD VV DIE CtST ZINC NIL'KFY PLATED YANC NUF . sALE: A/a-- r- KEY HOLE A T PAfdEL I. STORM PANEL HAS BEEN OESh:NED W ACCOR64NCF RM WE I99S T F74Wf 610E COUMY. EDRKYi. �.- }JE SOUR! FLORIDA BUILDfNC COO'. - 0.`S1CH WHO LOADS SHALL BE D_`TERXWED AS PER SECRON 6 DF ASCF 7-84 IYER( I70 mph 849C RING S 'ETA -lk=Q SANELY AOEOWCr F64 /YPAND L E DEMSTANCE HAS G2u( VEMFIED W ACC p"",)YH SEL-RCVS ZJIS i ZJIS RESPECDI�YACr 0." lftFAI� ABOVE XFMRWFO COX AS PER ARERICA7• r T� TAB RtPplif f 042SOt-CO. Z ALL STEEL SHEET KEfAL PANELS SHALL HOVE STRUMI AL QUALITY ASTM A6 SO, CR4CE 4q. 1177H C-90 GALVANIZED SEII DEWM77ON t Fy- 523 is (AFTER R LEO) S ALL ALUMINUM EXTRUS/OHS mALL 8E 6063-TB AHOY LWLESS WHOTYLSE NOTO 4. AU 'SCREWY TO BE STAINLESS STEEL J04 OR J16 SERA 5 BOLTS 70 BE 2024-T4 ALUKWUX ALLOT; C4LVAM70 6N STAINLM STEEL. WAN J6 isi YW/NUAL nEZD POINT. (Av ToEJCSAVCro WALL SFNLL BE AS FOLLwTR (UNLESS UTHERwar NOTED).. {.Z=R 7INC PoUREO CONCRETE I/4' G TAPCONS t uAX!-5£T T:1fYlXG As KANUFACNRm B�' LT.w/BWLDEC - 1/4' G CRETE--FLEX S54 ANCNh AS 144'IUFAC7LTRED Br ELCO MaRm r/S' 0- 7/8' CALK--W AWNGRS 1/4'A ELM mW, 6: fv=Ar 7ANELNTC A7 I/4" G ELM male pANELTI4TF PLUS' AS UWWACn4?EP Br POWER FASTEl Wa, INC. AND QW nXfR yy FZSPE�r J/8" G RED LlFAD DM46MT SLEEVE ANCHORS AS KWWACTUREO Or LEW.. BUEDFX. NOTES AI) LUNANY MaEOVEN7' INTO POURED CONCRETE AF TAPCOY ANCHOR OR CRETE_FLEX S54 5 1 J/S , FOR ELCO PANEL.ANIES LS 2; FOR RED WAD DRLABOT- IS r 1/2; FOR ELCO mak "PANELM4TE PLUr E, 2' A2) 7/6- CALK-W ANCHORS SHALL BE ETl1par E31♦� AM TTEF PPM STUCCO LYAYC/LF7E NO EVBc'1;FLENT WrSTUCCO SNNL R� E7ffiTIII'D. T/4' G-XT SCREk'S USED SHALL BE I T/2' LONC MMMVM AND I-WNIUM FOR WALLS M No SRLLV. S+IOLfO STUCCO EXIST, AOR -T) INGCA EA MAT` MMAV _S10.1s- PRECAST"MiYC7E7E PANELS OR PATERS BE FOUND'O:N*WE EXISTW WALL S1NLL BE LONG ENOO1 n W REACT! 17E PAIN STRUCNfE Bt7WD SUCH PANELS. ANCT1JR_,E SF L BE AS MOC47ED ON NOTES A 1) E- A2) ABOVE (9) 7D EMING CONCRETE BLOCK WLL, 1/4' 0 TAPLIONS d wx-sEf OtAcon AS .{WIUFAC7VRED BY LT'K/BC@LDIX - 7/4' G CREIE-FLEX S4 ANCHORS AS /kNVPACNREO By ELCO TDrTRON. 1/4' 0 1 7/8' CILK-W ANCHORS OR 1/4• a ELCO mofe & lemda 'PANELVAYr OR t/4' G ELCO 'PANCIW- PLUS' AS MWUFACTLPB:D Or PD%ER FASTENINGS INC. AND ELM TEdTRON, RESF CFAUr.. - 4/8' I RED HEAD DrN4BOLT SLEEVE AA: H0.4S AS MANUFACTURED BY LT.JY. BULDV-, NOTES. &1) YTMXVK EVBEOMENT or TAFCT.YT AN]iORS ELCO PANELWM EEC, M,b pRf¢I4RL-pLUS; RID HEAD DTN^FKLT AND CIETF-FLEX SSL, R77D r.E CCWCREIF &= LW SHALL DE 1 T/4; B-2) 7/8- CALK -RAT ANClTMS SHALL BE EN BEEy EMBEDDED NTO THE MNCRE E BDfX N E LATE NO ExemuENr NM STEAM, SHALL BE pS?,R 7lA-r/4" r-20 SCRETYS USED SygLL BE T t/2- tCWc XWIARKL SHOULD STUCCO EXIST AND I'leHlNL'K FDR IP4L.LS WRf! NO STUCCO,B.J) N CAW ]TALE FREUST 57W8'-OR FPECAST CONCRETE PANELS BF ANglORS WALL. FOUND 6TWc L, SHALL BE LONG BMW To RSCN 7TE YAKC STRUCTURE BENTND SUCH PON ill IXAAIEIS ANCHORAGE C W AS L. (CMCUED CAN NOTES IN R.1) A- ELEI ABOVE C) AHCT;ORS SHALL 8E OLVAU-ED MLLD -- ALL OF TIE RECOMWOL AT"Y'S AND .7EOFrAW&3 OF THE ANCHArS WVILRACIUMR 7. PANELS MAY ALSO BE MTN1ID Ba9ZONTALLT. FOLLOYRNG NSTAlLADQN d (S!a<GVL.S ShDNT! ON S�CDONS 1 IHP.(SHEET Z d J 9) EXCEPT 7HAT ✓ Z J % 4 SHALL Nor BE USED. F, TT SHALL BE THE R.SPONST8R17Y OF TTE CONMBACTOR To TtR1Fr 77E SOUNDNESS (A'- 7HE 57 . HARE WE SHUT7FR LS To BE ATTACHED TO INS A PAWtiR ANCNCRA;C THIS ShVTIER SHALL ONLY BE ATTACHED TV CONCRETE BLOCK OR T4Do0 _. 4.SW77ER YNNFAMRES LABEL MR1 &- PLACED Ar BOTTOM OF EACH PANEL LABEL SHALL READ AS MUMS - EASTERN ATETAL SUPPLY. INC. LAKE W6RRL FLCgTEA YKIR AVE, COUNTY PRODHXr CCWRXX AYROyED, t = 14in..065' KEY HOLE WA5HER JIo,�Nrx Hvm wm' SC4LE : APPROVED AS CON,PLYING VKH THE SOUTH FLOR DA BUILDING CODE DATE (c) Zo c) BY P /\ :PRODUCT $:6WROL DMSIDN BUILDING CODE COIAPUANCE OFFICE ACCEPTANCE N0.0J -0 j - 0 24 GAGE C/LVAIVIZED BERTHA STEEL STORM PAAIELS A(TAM! DADE COUNTY AS SHOWN SCALE h(ETAL SUPPLY /Af(' .7/TOTED EASTEPAF.* Lur .. CONCRETE ANCHORS (SL-E' SCHEDULE) POURED CONCRETE REQUIRED-\ -20 - W tp a wa ' CONCRETE ANCHORS (SEE SCHEDULE) - �' POURED COALR TE REOULRED FOR WAYS16 SEPAR4TKRT TO CLASS I i/4 2 -20 x 1 IW/NC MY O/En i c o A110! —i:. CCWCRETE /:iaiorLr tN I � I CI r/SS.•VS )V7 Bb 2 MNC NUT ¢ EYERY a OVEFXV a MLDSPAN I I I r�I I I I tb Pmr r0 r / i I' POLREO _ rG I � 'r``�e�� I NC OR CONCRETE I CONCRETECONCRETE OR CONCRETE EfE PLCW4L.LL I OR CLF BOLTS j i/elx Y!,VCNUT C BLOCK WAIL,' EOWRED BLOCK WILL REQUIRED O REOUIRED � bk / h� I LUVCRffE.WL4ipRS • I $ cone: (SEE SCHEOUf£) 9 CanL COYCYiETE AN - CSEE SC}tEOULLj G ConL _ LTNLQ4ETE ANG1 . .. (SEE SCHEDULE) o k SEC77ON o ANCHOR WALL MOUNTING -INS7-A- L4T-1 n� ....scaLE: BUILD OUT INS'TT4LLbTlON J/B•e r� _ . .. .. ....SEC•`f/OIL- W .I j I � I rrs• f—zo ' (T4ETF /yr„7LQ?S Cunt (� ) a f/sY -20 x SS.KS W/ i M7NC HUF P I/4' / 20 EKKTS W/ 7/B' r 12- CL G — POURED CONCRETE OR CONCRETE BLOCK WALL REOUB CanL "o ////// � i/4" f-ZOxi/1• SS.FLS CONCRETE (SEE SWEDTTLE) t Cont UIL-D-' U{f fNs f LL SECTION 4 SG,Lt : J/s LoLts w APPROVED ASCOMPLYWGWTHTHE 7/B• x J%2/ WC NUT 0 w 'SOL" FLORIOA BUILDING CppE 72' 0. c DATE (D �O POURED 2 R G D. - EDGE A'STANCE . �, Cb i -/ (SEE SCHEDULE ONCON CONCRETE I o . D sHEETs s ,s t 7 0.� s PRODUCTC JT M510 ROC D N REWRr I� I B�I�DING CODE COMPLIANCE OFFICE ' ACCEPTANCE NO 9 Cunt SEC7IDN Cn "- A1lAM( DARE COUA7Y SNP NOTE FOR CCWBIN47701V OF SECT70AS : - 2Ar GAGE G•4LVANIZED BMIN,A AS SHOMN If`t'LE OUN[`f/v'G (NST}LLrTICiFr STEEL STORK( PANELS �aLE WALVaOOR/CETUNC MOUNHNG.SECNONS C4T1 BE SECTION COMB/NEO MN ANY WAY TO SUTT AW VSTAUA77hC ��� SCLF - .S/n` - .. R'k. CFCOaC--r. er-rn. .... - %/TO/00 CONCRETE ANCHORS (SEE SCHEDULE)' POURED CONCRETE REQUIRED o 4i POURED -_7 CONCRETE OR O7lfCIF BLQCK:WAL REQUIRED 1 Cont 1/4" 0-20 S S.MACHlNE- o BOLT W/ NUT t, WA5HETR. •h a.TZ`O. r Cont —(SEE SCHCULE)� FOR ARM clARON d sy 1/4' 0-20 x i 2` WfNG NVT Q EVERY OVERLAP O MIDSPAK 1/4- i-20 ), BOLTS J/J2- KING NI? ! 2 G 12' 0. a---, ALTETWTE - LEG..LOCAT]QN I 77/7 8 CmL ..-. CONCRETE ANCHORS CsEF sc.EDL" ) POURED CONCRETE REOUIRM .. (SEE tgDU(£J FOR M/NfA U SEPARATION Y 1 TO GIASS CONCRETE ANCHORS _�, I Cant j i Q J/4' BOLTW S 7/B' x J/,Tyf WfNC NUT` G -12" O. C h� - CONCRETE ANCHPIZ9 E. . (SEE SCHEDULE) RU REQUIRED \ID I OUREm 1 ALTLRN47E LEG LOCA77C I 249' 12'-a ff 12' O C: — 20 z T Z" OM?LV 0 MIOSPAN i (SCE SCHEDWLE) FOR MINIMUM SSPAR4710N Y 70 CLASS I771ll4' f-20 X BTNC iNur� IT2^Lt C. r o _... ` - _• (SEE SCHEDULE) '/j 1-T'I—L L L/4£M4CNH��i//Qf�EPOURED ANCWRS� ai W/ NUT WA57TER POURED CONCRETE E. D. DULE)EE SCE ANCHORS , 0 12'0. C. REVInRED � SCHElAUL'£) .. ConL•�ONCRETE D. V-BUILfl oUiIMSTALLATIoh� CEILIId1SECTION $ - Et Df3R Ind �1 h1(1 SC4L.E: J/B-= r - S-FALLAT-10M - SECT7oN 6 -I SiALLAi70Al SEC iI oN 7 SCALE : 3/8' - 7' SCALE : 3/8' E D. = EDGE DISTANCE (SEE SCHEDULE ON REEF S, 6 & 7 OF 9) NOTE FOR COMBIN47I0N OF SECTIONS _ WALO-LOOP,10E74TNC MOUNTING SECTIONS CAN BE COMBINED IN APIY war To SUIT ANY INSTALLATION. �,-- APPROVED AS COMPLYING WITHTHE SOUTH FLORIDA BUILDING CODE DATE91/ Za BY r PRODUCT WNTROL DMSION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCEN0.00- Oq (q . I d MTJ (FLWe- cc� l� CILK—W C11ELLY7 mole/Tamale PANEZMA7E OR mole PANETafATE PL.6 ® 7/4-'0-20 SIDEWALK qo r OR O Is11/i/4 f-2D 1RUSS7fFAD 9LL'r (SEE SCHEDULE'FOq SPACING)'' PCKIMD RE CONCRETEOR CONCRETE SL SOCK WALL I REQUIRED—\ d 4i (StF scuimLE) FOR AW &W SFPAR4710N 5' TO CUSS 1/4" 1-20 x 1 c ££M£ W/ 7 S' X WING NUT 6 OVERLAP P MOSPAN POURED _/ W CONCRETE OR CONCRETE _29CK WALL REQUIRED C4L'-1N OR EZCO malo/lomale� .. PANEW C OR mafe PANELMATE PLUS QQ j1/4 V-20 510.ry/A1K BOLT OR O - Q9�/ 1Yjr/4 P-2o rRussNEW Bar (SEE SCHEDULE FOR SPACING) ' ALL IfoUffrllfc jR.sfA[E;F - (o .: — SECTION 8 SCALE : 5/6 , • s SIDE N'NJC BOLTS ARE 3��4"OxJ/J271K^LC HEAD MACHINE SCREW IV/LEN AS PER NOTES A2 & 8.2 (SHEET T) A TRUSS NFAD BOLTS ARE I/i Cxr/B77ECK HEAD MACHINE SCREW W LETICIT{ AS PER NOTES A2 k 82 (SHEET 1) MIAMI DADE COUNTY 24 G4GE G4LYANLZEU BEP,T7l4 AS SHOWN STEEL SrOPU PANELS xatE CY'i.YEERM- ni'L [[yL S()PFfV £RN^ Mm 2' x 4' x .725' F JL05-HI4 OR 6063-T6 ALLOY 'Cone. Alum. ANGLE "" — CASE A (Plan) - SCALE 1/4' = f ` POURS CONCRETE OR CONCRETE BLOCK WALL REQUIRED Arm 4 CONCRETE ANCHORS 12' O. O _ C O 2'x 3'x.O.47'Jfo5 H-14 OR 6063-T6HCunt Al... ANCIE� KW ANCHORS ® f2' 0. C. G4P- CASE 0 (Playa) SCALE. • 1/4` = F' i POURED CONCRE7,- OR CONCRETE BLOCK WALL RLLYVRED 5� E 6 1 � ° /gyp /1p _4�Cli O li p Z O."��O yy[ OR OOR 0OR® I14' a BOLT 4' x 4' x .072- cp 24' 0. C. 3105-Hf4.09 6063-T6 ALLOY W/,tACXNUT ConL Alum. ANGLE CASE B (Plan) POURED CONCRETE OR MYCRETE BLOCK WALL REQUIRED `. CONCRL7E ANCHORS 2- x 2' x .055' TO ALTERNATE LEG LOCO" 2' x 5' x .055' Cont. . ANGLE OR -OCO .090' 3105-NI5154 SfiEtT ➢IETAL Alum BEM PLATE CASE C (PI an) SCALE.• T/4' = 1' SCALE 1/4' = J' ` END CLOSURES DETAILSMAXIMUM DESIGN PRESSURE RATING If- (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I " SCHEDULE -^' WIXIMUM DESIGN PRESSURE WING m= PANEL LENGTH L (a) APPLICABLE TO "TuW sEPARAT w SEMOMS f k . .._. _._ .. (SEE SELDONS). _ _ III GLASS @TR3Y ~ .... OF THEY - +66.0, -76_0 7'-6' OR LESS 3' +60.0. -70.0 >7'-6' TO 6'-6' POURED CONCRETE +66.0, -76.0 7'-6' OR LESS 3 3/4' 6 & 7 CONCRETE BLOCK WALL ff REQUIRED +60.0. -70.0 >7'-6' TO 6'-6' 3 3/4 _ 6 k 7 APPROVED AS COMPLYING INITNTHE SOUTH FLORIDA BUILDING CODE ' DATE (0 0 j - BY PRODUCT C N ROL.DIVISION ' BUILDING CODE COMPLIANCE OFRCE ACCEPTANCE NO..Cyj_-(� IQ• I0 A4/Af.(I LkiDE COUNTY 24 GAGE CgLVAN[ZEO BERTHA As sHO rd STEEL STORM PANELS Scat€ (1 - 7v1. . p r e,, .... _ NSTERN METAI .SIIPPI 4fs.,- 112' 12' I2- 12- +60.0. -6r.5 - 5z• 12' 1'. 12' 12• 12" 12* WA rz- iz" 12' 12- 12' 12' •12' 12' 12- 12, 12, IY/A'/A', 1LLvvrrtu galcx mw AM.gy, to CM i2' 12, 12- 12 12' 12' 50.0. -61.5 12• 12' 12- 12' 12' 12- -gr unua >&n ro sm� TO �' m r m ucu N/A 2:/1/A f2 12 12, N/A Iz• I N/A 12' I2• 12' WA r2' WA iz• 12. 12- WA f2• WA 11' 12' 12" WA 12' NIA 12 12' l2' WA JIz' A WA fT' N/A WA WA '.i /rcc z FED M S¢1[ WA I2• N/A If, IZ' 12' WA 72• N/A 71, 12' 12. N/A 12' WA ri• 12' 12• W4 12. WA it' 12' 12- WA 12- WA a• - 12' I2• WA 17' WA WA J2• NIA WA ..� 12• N/A WA WA NIA LEK eL ca T vperns AM w MlEff I MlK w ro ? to iLLiTA'AY WA r2• WA to, 12- 12' WA IZ• WA 10' 12' 12' WA 12• N/A 10, 1z• rz- WA 1T NIA IO 12' 12' WA rz• WA i i2' I2 WA r2• WA WA rz• If/A VIA 1LlVWl /JrJ1016' A11CItC !LH E O. � J I/I'+. . . ceL1c-11EC ss1 - mxvs - - . L/�vE +x'm-4+rL. wJc nwa.+�e ttts . rwsmr°'c .w�cuie m ._ .ro +icsa-avr Torow¢ m uL¢wrsr ro - cv r�r1 sYaq�s/X r - - - - . r m, rz• 41A.. 12, rxxxrrE>e ro uLsn�n- ro;corirE� jKbimrE ro !Luavir• ttzuai v frU Wa rr MAXII11T11tf DESfGN PRESSURE . r2• rz• - f2' f2- 12 - f2- 12• N/A i Oor) - CORRESPONDING I�AX(II, [j[a' RA77NG "1irY .s.f, q�rj) fZ" WA 12' 1(/A 1Z' !2• f�. 12" ((Bc,T y r1VSTAITATlONS INTO CONCRET OR. SPACING SCHEDULE -FOR 1z rz' r2 12 1Z. WA 12 NIA z (FDP) AND CB.S. STRUCTURES 12' 1z- WA Iz- WA rz' WA 12 12. 12' IZ' A r1" 11. WA i (70p) r2' 1212• 1 (BOTANQ *xMAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. rz' WA rz' WA. 12' FOR E. D. LESS THW 3 12' ANCE. WA rz' NIA 4 On,) 6-0• CR MUL7IPLYlNG SPACING SHD K ONEDU SCHEDULE O .THE FDIC B G iz' it � 71' 11' 11' ' rz' T2• WA tZ' Wa 1z• N/A 1z' iz' 4 pomv FACTORS (NOTE.* Min E D. FOR C�-iN ANCHORS IS 2 1/Z'�. lz` MIA 5 FOR THIS UPEfZg77ON TO' BE POSIBLE, REDUCED"" OB11 Z 12' 72' rz' _ 12• !1• t1• 12• �°i°) USING FACTOR SHALL NOT BE LESS TTG4N MINIMUM SPAC/NG 12. NIA r4A (BonINDICATED FOR EACH ANCHOR TIDE AT ANCHORS LEGEND. / JZ' NIA IZ• WA f2' N/A tz• WA f2• 12' WA 6 (MP) 12• WA tT• WA f2' WA 12' WA 6 (BDrR)v WA 1Z FACTOR WA WA rz' WA 7 (7rp/Boimu) iz rz' rz' rz ACTUAL E D. TAPCON/ 1r a (1a'/eoriw) RE7E-FLIX SSS RED 1L461Ti( M.rtAYts ,Sf17aVC 7A4 E 0. - J f/z' » �K-/N HD,. SLE-EVE ` nrn maws' PANELMATES ' OkIF-+1zr Z4 ro aiZix•:rroE- ro N7o i......... t+riccac4fE arrcm7Eajro¢ wttwz rroucss msmmWA 1 (ro..% ?try x t• ry7 3' .S606 ugxer D-x .75 1.00 roraxw roro 2 1/2' f241A a .71 I2' 1.00rzWA rz. .W50 12 21212• 0-86 A 12• la : ` WA r2' it 12' rz' 11• tr WA 12• N/A T (7p.-) ' _ lz' 1z• 12. 1 (BO7rIXO '..b f: .., rz WA rr WA 12, NIA 11. ANCHORS LEGEND rz 12 1z- 12" rz N/A a Dar) ANCHOR 12• 12 12' 12" a (BorTo1,1 ANCHORS I`(/N. WA rz" WA 72' -.. WA - 72" 12• I2• f2. 1T, 1r N/A s (fop, : 6-0• OR cas TYPE -SPACING E a. = mce DrsrANCE ., . rz• WA 12' NIA IZ' WA - 12• tT• 4 � 7T p) TAPCON/PANELMATES/ 12 12' rz• n• rz- WA 5 )- CRETE FLEX S34 3.0' 11• WA IZ' N/A 12 S• !Z' 1f' - 5 (BOnOs) - 12• WA 12' t(/A 6 ) -. , .. CALK-iN WA rT rz. WA WA rz WA _._. 3�TYD.WA 11 WRED'A 12 WA z {oP/eorrup DYNABOL712 a Iz' rz 4.S` .. SLEEYE _. NU]uty ML7trVGt SF1Cdy0 /UR f 0. J I/2 •• lr a (ropIB07 ¢ro rLa7Auv °SEE NOIES ON SHEETS 8 k 9 ' OF 9 LrEir-vrrx zsr "cr/ tvE &mLw7c r'0X¢°- IXYLINJI, Ay..� ro FOR. ANCHORS 1YPE 4, SPACING FOR rn Vnr 7o xL"M toLOH3�EtC ro UMWtoMWUC L]E ro WMWr ro cvx-rr „�✓ r�ml ryamuwAl nva. - INSTALLATIONS INTO W000 FRq,yIE BUILDINGS LOrxrs¢ ro 'diY or f1U f2" WA 12• WA - 12' _ TrYir fT• 12' r1' 12. WA 12• Wa y OnP� APPROVEpASCDMPLYiNG IZ' YVfTHTHE 12' WA rz' 11' rr 12' 1 (Ba>�) SOUIHFLORIDA BUILDINGCODE NIA 72• NIA (2• NIA DATE 12' 12- J2• 12' 2 (rar). rz" rz' rr D By I1• WA 72' N/A Iz, fa• z (BOTrox) PRODUCTC TROL DIVISION WA 12' 12• . 1T• 12. N/A a (Top) BUILDING C tz' 7Z' rz- tz' iz• 12• a (� :- ACCEPTANCEODE COMPLIANCEOFFlCE WA [2" N/a 7T' NO.OQo fZ- I2- 12• WA T2- N/A 4 (Top) 6•-0• TO Y-6 I2- f2- I2• 12' II" WA f2' N/A 12_ 12' 4 (BOT�1). WA r` MUM/ DADE COUNTY N/A a (TQP) rz' rz' rz• z- 12. 24 GgGE GALYANlZEU BERTHA AS Error.N 6• 1Z' Ia• s (eons) STEEL STORM PAJVELS s.^.er 12- WA r<-• N/A rz' WA r2• - 12• WA 1z' N/A rz- WA 6 (Ta') . F/ 7-r _ WA12" MA � n,.._ . S /vn m� . /iLVNLY( LC31G rnlo X GvJj /YCgYT/{[{V_gr ro. NVCR6IE 12' .. LT.M: I:rfYCY6 'ro U(RVtP( WA BL2L1..f•' - Ain !O m CnM']i[iE 7Y AQ1£ m 1(SRWRF NIA WiMX MWg4,z �r,r-+7EY m CLYRAE)E IZ' .TPACZiF FA4 C 4 J 1/2' •• - _ - QCO IF_YIRLX' - s3.- uV.F/IF,NtE MNfU[VE ro lttTCt{tl• -m YIIE 14VIi13lEIE R76 m Y4lNfRY m;_-CAM To 1Y45(W1r" �' ~ roMQts-raS2T1Hc YL To A-PMA MK--x TO Ll�]£ ro: F56q�pn- -. cr m J(41]1RIK HLYQ .. tBxnt z• f7cl _ ' 12• 9. {I/A_ i 71. 12. fT' lY !2' fT'- 17_ WA.. 12' WA 72' f7. 70 72' f2- 9• 12" IZ' 12' iT' JI' WA IT' WR 2 (�'). 12' WA I2' WA 12, WA iT' 12, IZ' _12' 72,"[' (OOTMAO 12- 9' r2' 12' 1Z' IT' MIA WA 1Z' (Z' WA 12' WA 3 +6Ei0, -72.0 12" WA 12' NIA' _ 12' WA 12' /2' f0' 12' 12' J (BOT7O{I) 12' s• fZ' 1Y 1Z' 12' 12' N/A - 12' 12' II/A 11' N/A 4 PTOp) . =0' 7P 7--6 1Z' WA Iz• MIA 12' 7(/A 1T' 12' SY 1i- 4 (BOT.TOA/) 12' 5' 12' ri" 12' 10• WA 12' i2' WA IZ' WA 5 () 12' WA 1T' N/A "1Z' WA -7-12" 17' S" 12• 7- S (807m) ' 12- WA 12' N/A 11' WA N/A 12• WA 11' WA .. a (mp) 11' WA 72' WA f2' WA 12' IZ' NIA 1Y WA !z' NIA a (BormAr) WA WA IVA I(IA WA WA N/A 12' WA it' WA 7 (7vp/2307ry1) /Ktengt ArxTfa2t 11' • sk[Nc ICVi E 0.. 12' 6' JZ' Iz" .� 6 (rop/BDAW) L )r V 1 �.T) ME BL1(1L�.0 . PJY ID OgypQ[ )p„/{(y{yjgr m ( E wmmr m f E m M4TCiNYI' 1114>E, . w� AY�IYE>E T'Ll6 FAeBOY. LILK-l( S AkUM •; 12' WA ro 7 1- ro 0.YICR(JE ro ULRM17r m 7E ANF�LYN1621VEIKy,• PANQ [EAt7N t' (Rj - 72" NIA 11' N/A 1T' NIA 11' m K `••Tmz 9, WA r2' WA 1 ) 12' (80770Al,1. ` 11' 72' 11' 72' 2 (7Dp) _ 1.•. 11' WA 12' NIA 12' WA i2" rY I2 12' 12'. 12'- 11' 2 (Ronn!) . . T2' ' Y. 12' 12' 12' 12' NIA tY WA fZ' WA 3 (70p) +500 b7 ';:.. 12' WA 12' WA f2- 72" 12' 12' to, 12' 12- J (BO77Dt9. 12" 9• 12, 12' 12' WA f2' _ WA 1Z' WA 12' WA 4 (Tra') 7=6'To B'-b 12' WA r2' I NIA 12" 12" 10' 12' 12 4 (B0T(0I!) . f2' 12' WA it' 12' NIA 12" N/A 12' NIA 5 (T0p). . i2• 7IIA 12' 12• - r- 6' 12' 7w 5 (BrITT . NIA I2 WA J2' WA 12" WR 12• . 12'. .L . WA I2' WA WA .. ....._ .._ ..A'__.._. ,12- NSA. _-.. .. ?T' (7oP) 12• WA f2' VA I2' - _.WA__ ... ..'�_b_(BaTmAp�. �._._.: .._-..._ . .. ' NIA WA WA f 1" WA i f • N/A 7 .. .. WA NIA WA WA 12' f2' ()OP/BOTTr.'d.) 12' 6' t2' '12' b (TDp/aonm wxwve WtliM11L AAtliq'S S�i1QY0 I0R C 0. . J I/1' « L10,10 r/pL1N{1 ro Cg1YJL'-IE Tx. 1MID_( _M.CaIY ro W45UYRr RW w SLII aOr-t= ST1 Q� /mil lE gV{(L1gr POM7S FAS MIC Lrvxr. WEE ikY0.1fL7E 10AW to L'p/K1pjr Touu0t RY ToLammE ro NVp{tl• ZNm PLUSrl1X-x ! N1.11YW pAHfl. m LtY1LAClE ToMtR> 7 IBkIN t• iZ• J(/A r2' WA 12' N/A IA fa+nE tY ro ib mw to OtlsikTtr � (R) 12' a. IZ' IT' i2' NIA 12' .WA f2' WA f (Top) 12' WA 12• NIA 12. I{�A 12 IO' 11' 12'B' 7Y if' i (807TON) 1Z" 8' 12' 12" i2' NIA 11• NIA I2' 7Op) NIA 2 ( 12' NIA 12' WA 12' - 12' WA IT' to' iZ' 70' 1Z' 11' 2 (BOTYw 12' 6' 12" (2' 12" 12• T2' WA 12' WA 12" NIA 3 (TOE) +66.0. -7p.O 12' WA 12' NIA `WA 12• 10' r2' 9' 12' it" 3 (B0rrm) T2' 6' 12' 12' IT' 12• 12' 12' NIA J2' iZ' Y/A 12' WA 4(To 7=6'TO 8=6 12" WA 72' NIA IT• WA 11' f0' 1T' 9' 12' it' 4 (BOFIOS!) T2 4• r2' e• f2' b" WA 72" WA IT' WA .5 {TOP) .. z WA I2' NIA WA 12' S• rz' 4' rz 6 S (R0TI0lI), . i f' WA 12" NIA 12' 7(/A 12' NIA_ _ fY N/A 12' - NIA L I I ' A 1 i 12' I iei. r ._. r .. .. e tT• WA _ _ _'. r2' NA i r' - I WA 6 IRrna ' ., *'KMAX/MUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DLSTNCE. FOR E D. LESS THAN 3 1/2-, REDUCE ANCHOR -SPACING MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOBY LLOWING FACTORS (NOTE : Mln_ E D. FOR GAL(: -IN -ANCHORS IS 2 1/2' FOR 77-IS OPERATION TO BE POSIBLE; REDUCED SPACING OBTAINED NDICATED FOR EACH ANCHOR TYPE AT ANCHD LEGEND.NG FACTOR ACTUAL E. D. TAPCON/ PRETENte-a SS4/ ELMATES CALK -IN RED HD....SLEEVE 3` .86 _ " .75 2 1/2` .71 50' 2` .50 1.00 _ t� ANCHOR LEGENp- ANCHORS ACHOR TYPE ' MIN. SPACING E D. = mcE OrsrANCE TAPCON/PANJECMATES/ CRETE FLED( Scz - 3.0` CALK-2 5• 3/8-D RED HD...- DYNABOLT- SLEEVE - *SEE NOTES ON SHEETS 6 & 9 OF 9 FOR ANCHORS TYPE & SPACING FORINSTALLATIONS INTO WOOD FRAME BUILDINGS APPR DVED AS COMPLYING Wm I.ME 80UTTI FLORIDA BUILDI DATE / .T Z NG BUIOIhCODE BY 1 PRLD11" ROL DIVISION - GCODECOMPLIANCEOF7fICE ~ACCEPTANCE n 0 2: aMWMI DADE COUNTY AGE C4Lt/ANIZED BERTHA as sNoxx STEEL STORA( PAfVELS s�vr FlgSzrrDfj AA[ A¢ 1 7I70/00 V--qw ino r (.,r) . MaYnIL.r ANYia4s SN@fc iL+.e L a �. S i%2' » till' HIRLGC .. WCg15/,a�l-SfT T/A"Y111' ElW iFXpy _ Nmlp slfLEyE cazc-rux ¢r wvrJin,ltf: y"N11i111Fru7inc _,�plx,.aE m t? CAE m u4u„RY to roA'LYtETi ro ><WVVR,' ro C'aN�ttil:: ro-Ntr41RY ro Ct"mfYEIE cvA-x -F b 'lSLvuCY( PAY¢ To. r45TX1Fl ro CCH' 1 ro yasrnsn•'H'l' �mr lACM z•. (/U iT- WA. 7Z' 'N/A 12'� .. lj/A iZ' WA 72' .. 72` to. _ WA TZ" T(/A 1.:roP) .. -� 12" ..f2• -1Z' ..1Z !2. ,12' 1Z . fT' 12, 12' 1 (BO770.K} IZ' WA 7T' N/A 11' N/A 12' N/A IZ` MIAIT' To- tT11' N/A 2 (fop) f2' ' 1Z" iT' 12' JZ.' 1Y 12, A rZ` TZ .12' IZ 2 (B07DX)1/WA 72A fJIAT2. rz' WA s {mP) IZ" Io' IT' 12" IZ' 12' 12' f2' 12' i2' WA 12' 12. s ([ariwi Y2' fT' r{/A rZ' 7{/A I2' N/A , 11' . I2 to f2• 12' .12" i2' rZ• WA 12" NIA ' { On°) . c-0" OR [Ess 12" WA rz' WA . tZ' 1{/A - 72' i2' 12' IZ" TZ• 1Z.. { (��1 N/A 12, IV/A t2' 12" 7' 12 12 1Z' 72' 7Z' WA 5 f70P) _ 8` 12' E. i2' 12" WA iZ• N/R 1Y" 11/A ., 11. fo- 5 (ROR MrO 11' WA f2' N/A 12' WA tz` N/A 12.' MIA !Z' VA 6 (7UP) i2' .WA IZ' WA 11" WAlY WA 12' WA 12' WA b (80TIM ,WA N/A WA WA " 7TWA 12' WA 12 WA 7 (tp,°/SpIIG`-J WA WA 12' 11` 72' r2' 12. b ('(Dp/g0771>2) tr.K matrx .. SET iv ca r amcrr ... .. ._....... .. . _ . . ' tj�llt'}4q-[TGS AEO M SLEEVE wE7r-ncz• sss uqr14fELwcCgycnEfe " RYICRE7E rolI4SCY{li ro QNKS¢IE r'0IURMxtAM1iY Ama r=ASYc ro MtSU ro MhCrCtc to lmro ll[E WaMM C"-x F t,= KLRPAllro1a3adro ro ro "z-lRJ1T" WA Frai m MIA WA t2' NIA I (MP) . .12' 7' 12 IZ' iZ` 12' 12' to, 12' 1{/A 12' N/A 1Y 7{/A 91' WA IT` WA 12' T' 12' 12` 12- 1Z' 12' 10" fT' 12, WA r2' N/A . - r2- WA rz' to" r2" fo- 2 '(sorrwq WA 1z WA rz 1{/A s tY r rT" 12" Iz' 1z' 10" rz- "12' lam' N/A 11' WA N/A rz" N/A r2 N/A { (1cw) r-6` to 0-6 iz' 7''f• z- _ rz' 1z• rz' ri" 12' 41AfT' N/A 12' 7(/A r2' `12' {' 12' 9' 12" b' iZ` 6A f2" WA ''11' N/A 5 (TOP) 12 1{/A 12' WA 12 WA l2" 11" {' 12' 6' !0' 2 N/A I' WA IT' WA 72` WA b DOPf WA IZ` WA 12' WA _._. _.._... .: -12 fi'6 ._WA _I1' S. WA 12" N/A 12' ... WA 11 WA 1z WAr- ._ sTeoT7p�_ ^- _.. N/A WA N " IA N/A 1(/A `(roP�DlIFi(1. Wq 11' B" tY b'A fT' WA 8 fTOP/amm...i *� MAXIUU" ANCHOR SPACINGS ARE VALID FOR 3 1/2- EDGE DlSTAN( FORE D. LESS THAN 3 112; REDUCE ANCHOR SPACING BY UUL77PL17NG SPACING SHOW_ N ON SCHEDULE BY THE FOLLOWING_ FACTORS (NOTE ; Min. E D. FOR CALK IN ANCHORS IS 2 1/27 FOR THIS OPL11477061 TO BE POS7BLIy REDUCED SPACING OBTAIN® USING FAC70R SHALL NOT BE LESS THAN UINIUUU SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E 0. 7 OA7I -PA RLbMA SS4 CALK —IN RED HD, SLEEVE NELUATES 3` 86 .75 1.00 2 1/2- .71- _50 1.00 0.88 ANCHORS LEGEND ANCHORS ANCHOR TYPE S A! SPACING E D. _ £Dv£ Dlsravc£ TAPCON/PANELUATES/ CRETE FLIX SS4 .3• O ` CALK -IN. - -2.5' 3/8'0 RED. HD. : = DYNABOLT SLEEVE `SEE NOTES ON SHEETS 8 & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS, APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DATE (o' 07I � DA PRODUCT ROLDPASION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.QO -O3 I C14 D ALM DADE COUNTY 24 GAGE GALVRIJiZED BEP,Tll As sNoxN STEEL STORK PANELS state EA Sr �R ?L TAL SUPPI V ow, - - 13.119- .!TOTAL Mori) 12.000- (CTr"EC1NC 1r)oTHq ALL'wm 2125- 1875---I--2-T7S� O7 . PANEL J.C170" if.,- 7.470' �af7o �-1as b JS Y v h ':i! R 11S yTL75(Y h LxRI50- R 1S + .T •12S R20T n n ry RIZY 71. }I I .O7S '�rl h � .075" ry IIIILIIIL— 4P' $ ri ZJ'S91"--i FULL R. COHCREJE ANLTXN75 (srE sclrELULq STORM PANEL TYPICAL ELEVATION KL3 �7/4- Max. CAP f/! ,Aar- C P-i f, BUILD OUT ,f - r- -J7{ .183, u R.062" L .091 ------------- 9.n9' (1DI& m0ra) - - GENERAL' NOTES. - �`-6-OW- (ffFELi.YE MO77i)--1 1. STC P.V II PAS KLH DCSG1'"D.N AC'k1�] C WW 71f OLLK CWM1; IC9f =RY XW- . OF 1IE SOUTH FL09DI BLLL ,; CCTG Y_.DLd-17Y Imp-�%S S/LYL, q' Orlr/LM{p :\S PCR S[C�.OY a'O- ASCC'7-a4 MM Ilo mp.A: STOW PAAQIS ADEOCACr RW AJPACT AMI FAMUC RCSSTMe'r IBIS BCDf W11T7LT7 M ACCCq(LNCC _ � / ion.or f P[clMlr CF IK ABOYF L[MANyp Cylpr AS Y Ay�pA TaT .OSD z ALL ALUMNUw M LrO4 PN.vs Sx41 +NK SD17-lUl A(LDY OR -YA7f- „ I ALvuartw _ 1 ALL ARL+�vUI✓ C`' USHNS s,, BC a -TS ALor UMM orNC c 1 VRD. N I- All }-LENS To 9E 5TM�.LM.STCQ JOI 07 J16 SMCS ry S MTS TO BE 2024-Tf ALWMW ALLOY- CAW Mp CA STNMESS SIEIL MIH N h( A*a YRLD PO T7 S AYCIAMS ro WNI Sh L BC AS MUOKS (,A&= BTIICRMSC M7TCD) (/J TV DcwP4 PMWD WNEJ.rxc - 1/i I TAr NAl+C75 AS w&A XYLY9LD BY Lrw- RUSCr OR RCD &vM7R[S 1/! I CF TAP -fie Avog (BAIRN SNo-CCW). AS AJNIAACrwco sr TTI-rAsr ca%. HToy - 114' I RNL ZIWIC KILN AACHWS AS-MJrACaWCD Or TNC MK PLLC LL% AW..t+C ® HALF PANEL - V� I r M e RAM CAUO--N NA7O� OR nco mw d r..,,or.-PM4Y11E AS �V rK URm Br Mr R n PLL.G LUUPAw A40 am HODS = RLSPLCm ur. sct _x : J/, - - r NOTES I Zt70 I- R.756 F5' + .n i 250"-1 ML R L 2797 ® "U' HEADER x . J/C _ r , © _F" TRACK (2) REVERSED "F" ANGLE TRACK J/0- r { r S. S. S7UO I I �D TO PNCE 7.50 O SPACINGS Sf MN ON SECTIONS L SEE LirTA4 I 9� STUDDED 'ANGLE ewl-n Mm: ALlDY srAtC: s7C•- r I-9E-LEI A f) 1�� ZIM = 6 f i7166" A TW Cf TM -CRP ANC, n f1 f A2) 7/6 AAM r -N AVC C SIMI W LHrRrO.r CL,,r CD NTD IIK POLRCD LIMCJPLTC. MO LA/XDk&fT kM STLACCO STNLL BC PCWTTCA 114 I-20 S'RM USI'D S!W-I SC 1 177" LICE AHWW SMJUB STIXOO DoSr. AND I .` M"A" FOR )FALLS MIH W STU D. 11{ AJ) N CASE DNT A EC41F SMN& PRCLIST CLNCROr PANGS• LW PAWLS LC fDlAf I, MC FL• , CASMC WILL CW TLC H A N-'IZ ANLL BC ROM; LBC AJf ro TID W A = R1W ABOVE B(XND SlA]I PA/;1i-V.OKYNL'C YL{(C BC AS LMXARiI pI M'IILS AI) 1 AJ). DC (B) TO D7S7NG CA ADIF7r 9 CX WALL Y� .12S `Rf2Y - I/f / LM ANCHORS AS .t ;AcTLWCD Or LrW. /W?CT LW am MDUSMIS..;. I R 125, - ,/f . O' D?-rJea ANT. COMM SND-MH)_. A15V3A.lGWAPCD Or TAU{ASi`"LV W OlLIJHN. RML 7AWC RIUC AkC RS AS MAV_V LIYAED BY INE RAM PEW NAwNIY• RA. � � ' ry r//r I r 7/6 RAM CALX--N AIA CWS. OR L100 Ma ..t. fwO . "PARELW r AS ,UWX4�-ILYtED T_ I'� /irF RAM PLW C0. NO EICO MG7Ra. WPECR.iLY- —I--II flf) WMUW CLIOCWKNT CY TA -CON MVADILC RML ZtWC NtC1Y f1C11 M'LWiTE1'.iA'fJ G- T.N- rv7w, aro rllf cvr�[rr gcrx tteT srPtt BE r r/F-- -Jbi 8.I) 7/6 RAM G[X--N N,,H s+ BC C Onr r7ADQ.OM .NM DX tt. K%' C BLCUC LLWI.' 100oL . AC CUBED F N,O S7 X SHALT- BC PCTBr7rc0. DyC 1/i /-70 sCPIMS USED sl BC r 1/Y L(Y�C 14 uw SeXG.O wi ww- 6T, ANO T• wacwv f➢R WALLS MIH NO s]Lcco. L:A Ri) N cur TINT PRtrlrr scar cW PREclsr ca%k;R0F PANELS BE FDiw?L:nF,nctruTT,� M4LL.AACACWS SNw( tX L01G OrOLC11 ro P CN D NNR STRUCK C d7/�7'XF SO 3- ANGLE BUILD OUT BRACKET P'L AAChQRACr 5"�L SE AS MrWID ON ACUS N a1) (C) AM1CA]PS 5>LACL yC NSTALLCD fmz o 'D,C ALC /Y Rr£ RILCWUCHOI lXYtS Ar ;{FCC11C.1 7W WN MS WV"X7LROE - .- - r)LYS 4 7. PASI`LS WY &SO BC RJ OT' a) I,CRTORTALLY FOILOWM,,WSTAUA7XN DCTAW Soy ON scCrous I THRU 6 (SH£FJ I d J G':B) LA'ClTr R7{T IITADCAS z J d♦ P AU NDT M L'S�wf. A R s7NLL BC w Rmpov TBHR7. OF R{ DOVTP.ICICR 7o K$lY 1HC SCMDI.CSS DC SIALCMPC WH W S CR S M BC AMO CD ro Mar PRC)POr AICHWALL RCS Shur O i_7 YipC, SJX .374 ATTAGYD To CV_9L7E BLOCXOR ROOD TWf Bu1LOWt 9- 500TER ANIH.FACWRTRS IA61( S4ALL DC PLACID AT 9On Dw CY LAM SR4LL RCID AS FOLLMIS CISTERN WET& •SRPPCY. RC ' LMZ WORRL ILORDA BAX N Tr P/KCACr caN APPRO'.tD. Anwlwn� � e PRODUCT RENEWED _ I l— ACCEPTANCE No-UO—O G02 •UC� - RlZr ZLC.Y� ® "� TRACK ANGLE MIRTAN DATE O O 7 Z003 APPROVED AS COMPLYING V1111 THE ' -'/°� - r-1f--r2s By �• SOUTH FL1O1rIDA UURD:Nr. COME U NTR.�•.�O P'i93 I BuaDiNG CODE OL DVSION PLIANCE OFTICE OY - P�[1DIICT CO., L O . DUMM CODE L COOMPI •ILCi UFFICF, _L ACCEPTANCE NO. (�]_9 -081 � I-.1e7S D7Y DETAIL 1: s7uo )r/ mNc NUT ® 2` x 5" (Max.) x .125" ANGLE svLa•: •Yf _ r- 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC J w 21,, A... SWM r Y0. . n aJ I-JIn DADS COUNTY AS SIXM'N SCILC 7/7/9B "Tr SECTION A -A Hts 6Vi Nam. JM/c 2 31� St ). Y1�9-i. ewe..:.JaSA'171-rsv. r 98 - 172 DRAMHo Ho \ CONCRETE NKNOR5 (SCE SCHECULE) POURED - -� CONCRETE \ —� REOUIREO� W \; I I I ry CONCRETE ANCHORS (SEE SCHCOULQ . roORrn - . CONCRETE REOUARED-�I I \ O I (SEE I SCWDULZ)- FOR RAjW nOW"UlI ++-1 sEPARAnav 'S ID I I . o IGLASS OF INHOOW OR S a D_ W (SEE SCHEDULE) FOR A6N/ALUAi SEPARATION "S" TO I I OWINDOW ORR S. I I W BOLTS W/ 7/B/r S G. G. D. J/JY WINO NUT o W 17 O. C. II a . ... . . . .. I I 0 I IPOURED W .POLIRED.I: U I I CONCRETE' CONCRET:QiC'. OR CONCRETE OR 17K yl ,E7E, BLOCC Y.Au eLDCIr >Y IZ R£OL6RED 'REOU12011' - n / :W CONCRETE ANCHORS COHRET6NCHORS / (SEE SCHEDULE) (SEE SCHEDULE) / 9' Cont. SECTION 0 ANCHOR POURED J CONCRETE OR CONCRETE BLOCK WALL REQUIRED u _-..- CONCR[TG.ANCHPRS _L (SEL SClICOULC) \ POURED CONCRETE - REQUIRED- o ' U U h W 2 (SEE SGiEDULEI— Z FOR Lm. SEPAR(TXNT S",70 .i Ll GLASS OF WINDOW OR S. G. L 0 � 7 l f•-20 r J 1' J/J2' wW 7G UT 0 12- O. C. — d POURED CONCRETE OR CLMCRE7E BLOW WALL _ Cont. REQUIRED h �° 5 Ct»L WALL MOUNTING INSTALLATION SECTION 2 - SCALE : J/e- - I- W -O h 1 4' <-20 i /48- BOLTS W/ 7/6'.x 3/32- 1 WING NUT - . I2' O. C.. w a; k rv1 1 7 1 `J) Con! SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION I SCALE : 3/6' L0ff : DETNL OF SECRON 0 STUD YAUD ALSO FOR WALL HOUNRNG IN.STAI/ADOH - STCTION 7 PrnP) E D. - EDGE DLSTANCE (SEE SCHMAE LW SHEETS 5 S 6 R 8) CONCRETE ANCNiARS (SEE SCHEDULE) BUILD OUT INSTALLATION SECTION 3 SCALE: J/s- _ I- NOTE FOR CONBR1AnON OF SECTIONS : WALVFLOOVCE/UNG YOUNNNC SECTONS CVT BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. LLti.CRC7E A/.ChOORS' (SCC SC)nCDULQ �ConL' _( .. POURED _ CONCRL7E o REQURED p W j WFOR ACn. SEPARATLON TS' TO GLASS OF WINDOW OR S. G_ 2 t O PO(/RED U CR£7E OR CONCRETE BLO BLOGC WALL R£OUWED 7E ANCHORS (SEE SCHEDULE) CHfOU[E) 1 /-20 x 9" 4- J/M- WlNG7NUT /x0 12' 0. C 0 Cont., BUILD OUT INSTALLATION SECTION 4 SCALE: J/R- _ L- PRODUCT RENEWED ACCEPTANCE Nm 00 - O 6 0 2. O l- EXPIRATION DATE O H 0 -Loa B PROD CON[ROLDWISION bUIL.DING CODE COMPLIANCE OFFICE 0-20 U. S UT O 72, O. C. APPROVED AS COMPLYING V?;Tll TINE SOUTU FLORIDA BUILDING CODE BY PRODUCT COitT . DIV!S'ON BUILDING CODE COMPL.ANCL�IOFNI L ACCEPTANCE NOi L-QE3L_L-Lb 0.050" BERTHA STORM PANEL �TE �,m EASTERN METAL SUPPLY, INC J!W 1.M An. SDI/n{ 77Ll7T TC471NC t DlGIIL/CNG AMI nCOMPANYU4 1rtmN, R SS1S,-y]A) i. wsoa a v,va DADE COUNTY AS ShOWN SCALE 7/7/96 DATC 98 — 172 DRAWINO Nk .. DLVN IL O� CRETE pVp pu Co"CREIE BLOCK Hal VAR'ES SJ' R . 19EWRED- .. 6 POURED CONCRETE II CUT PANEL //-OR n / CONCRETE BLOCK WA(( 4 —� RfOWRFD 017" 0. CNCHOAS II // w - 90' E L F IJS' T x 4- x OR 6 \6J- Y» i 1 iF—i j I OR O OR ® t Tv \/ J IOS-H74 OR 606J-T6 ALLOY CML Alum. ANCLE \ OR OOR OOR® � � 7 Max. IIII ORO I�f > BOLT 4- x 4- > .077 O 2f 0. C. J105-H14 OR 606J-T6 ALLOY WI.ACKNUT C.nL Num. AACLE CASE A (Plan) SCALE:- 1/4- _ ,- CASE D ("Plan) SCALE. 114' = 1" Y- x T x .09J- 3105 H-14 OR - 606J-T6 ALLOY C.nL Alum. NICLE WITH ANCHORS 0 12' 0. C. POURED CONCRETE OR CL1,c� BLOCK NULL REOLGRED I—Z500 CONCRETE ANCHORS O Ii O_ C � 2- x 2- x .055- TO - Z' x 5- x .OL55- CoML Num. ANGLE OR .060' J105-H734 SHEET LTETAL Alum. BENT PLATE ALTMN47E LEC LOCATION CASE C (Plan) SCALE-- 1/4- = I - END CLOSURES DETAILS MAXIMUM DESIGN PRESSURE RATING "W " (p.s_f.) CORRESPONDING MAXIMUM PANEL LENGTH "L"' S( 1/4 CAP \ hha�a �O POURED CONCRETE OR CYI,NCRE7E BLOCK WALL REODUtED CASE D (Plan) SCALE. 114' = 1" KIXIMU(/ OFSICN W-] PANEL LETGTH APPLICABLE TO PRESSURE RARNC L (TL) 1INtWw SEPARATNNT SECRLWS / W (P.S.T.) (SEE SEC77GNS) TO GLASS ANY COWBMT70N OF THEM +65.0• -77.0 8'-0' OR LESS 2 1/4- 1 THRU 8 +65.0, -77.0 >6'-d• TO 9'-0- J IV16-- 1 7HRU 8 +62.0, -7J_3 )9'-0' TO 10'-0' 2, 6, 7 & 8 PRODUCT RENE "TD APPROVED As COMPLYPIU BYTII THE SOUTH fl RIBA BU!LOIPIG CODE ACCEPTANCE No.QO-6602.-O4- (; DA7 �G Dbpil D8 IBy— EXPIItgT10N DATF. O$ O _? DY DIICT COry IiO; OIV:S O9 FROBY PRO CONTROL DIY7SION BUILDING BUiLDTB. Mof ppCOiSPL:AECE OHICE AE.ffilldiCi CODE COMPLIANCE OFFICE , kO.18=�gI DADE COUNTY 0.050" BERTHA STORY PANEL AS SHOWN SGLE L, ®� EASTERN METAL SUPPLY, INC 7/7/96 Harr " TJLLTT 7LT)TND a LNLZWrERLNO CDNPA.NY jaw 2J M. soul], urt vJx] Nv, JRh ]L A. 11 ]. YI9Cwa GWOOG 2 v,0a /iw. ; /J0.ajeA—,Sb . fo.: (J4aJah—,JJI 98 - 172 if DESIGN PRESSURE RATING "Ir,(p s f ); AND CORRESPONDING MAXIMUM ANCHOR SCHEDULE- FOR INSTALLATIONS 11VTO CONCRETE AND C.B.S. STRUCTURES E D. EDGE DISTANCE MAXIMUM DESIGN LOAD W (ps.L) AfAX/MUM ANCHORS SPACING FOR E 0. APPLICABLE TO SECTIONS f a OF INEMANY Co"BINAT?o M/SIMUM PANEL CLTCTH L' (N.) TAPCONS BAWL LWAC NNUN RAT7. CALK -IN CF TAP -GRIP PANEIA/A7ES TO COIKRL7E TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO A45ONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY B" N/A 4" N/A 8" N/A 5" N/A 3 1/2' N/A 1 (TOP) .� 12' 10" 12' 12" 12" I (BOTTOAI) 12' N/A 12' N/A 12" N/A 12' N/A 17" PI/A 2 (TOP) 12- 8' 72' TO 12" 12' 12 8" TI 1)" 2 (BOTTOM) 12" N/A 12' N/A 12" N/A 12' N/A II" N/A J (TOP) 12" 8" 12" 10" 12' 12" 12 8" 11" 11' J (BOTTOM) +55.0, -65.0 12' N/A 12- N/A 12" N/A 12" N/A 11" N/A 4 (TOP) 9'-0" OR LESS 12" B' 12" 1Lr 12" 12' 12' LT" 71" 11' 4 (BOTTOM) 12' N/A 12" N/A 12" N/A 12- N/A 11" N/A 5 (TOP) 72, 8' 12, 10" 12' 12' 12" 6" 11" 11' 5 (BOTTOM) 11 1/2" N/A 7 1/2" N/A 12' N/A 8 1/2 N/A 6" N/A 5 (TOP/.BOTTOM) Jo" N/A 5 1/2' NIA 10 1/2' N/A 7' N/A 5" 'N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 12' 12" 12 6- 6" 6" 8 (TOP/BOTTOM) 6' N/A 6" N/A 6" N/A 6" N/A 6" N/A 2 (TOP) 6 6 6 6- 6 6" 6 5- 6" 6' 2 (BOTTON) 455.0, -65.0 6" N/A 6" N/A 6" N/A 6" N/A 5 1/P" N/A 6 (TOP/BOTTOM) 9' 0' TO )0,-0- 5' N/A 5 1/2" N/A 6" N/A 6- N/A 4 1/2 N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A 6' 5' 6" 6" 6" 6" 8 (TOP/BOTTOM) SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 I/Z" EDGE DISTANCE FOR E. 0_ LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULIIPLY/NG SPACINGS SHOWN ON SCHEDULE BY 774E FOLLOWING FACTORS_ (Min. E D. FOR RAWL CALK-11V ANCHORS & ELCO PANELMATE IS 2 1/2"). . ACTUAL E. D. FACTOR TAPLIIwlzwAG -AJH/ PANCLA[ATES RAWL CALK-1N CF TAP-G&P .75 1.00 2 1/2' .71 .50 .80 2" .50 PRODUCT RENEWED ACCEPTANCE NAs 00- O 6 OZ - O (/- ExpimTIONDATE 00 O7 ?-003 By PRODC2T COYTROL DA9SION BUILDING CODE COMPLIANCE OFFICE 77LLlT TL371NC 2 CNCO/CLRfl/G COMPANY IOIJ HM. J6V_ JL 11" I/). �M{ GVN06 A. J.IIEE Abrr: �JO3J!)I-IJ�V !n : L.bJJdll-ISJI APPROVED AS COIAPLYUIO VIITII TINE SOUTH EL RADA DUIL01% none OATE.. he�_o age P•'•ODIICT T.Op;lfi . DIV:5"01 GG.°I1N C001 CGNII'LiANCE UTFICE 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, INC J W2.1rtA .SWW cwc »ttrL n Jssc r-.v�2 DADE COUNTY AS S/iDWN Sr 7/7/2e DATE 98 — 172 DRAMNO No, MAXI1fUlYI .DESIGN PRESSURE RATING CORRESPONDING IdAA79UM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES =EMDGE MAXIMUM DESIGN LOAD MAXANM ANCHORS SPACWG NOR E. O. - .3 1/2- •• APPLICABLE TO SECT20NS / & .!IMY� �770N MAXIMUM PANEL LENGTH "L' (N.) TAAPCONS RAWL Z We NNLW R4ri1 CALX-PN CF TAP -CRAP PAyELU47ES TO'C011CRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY 6 N/A J' N/A 6" MIA 3 1/2- N/A 2 1/2' N/A 1 (TOP) . 12" ' T il' 8" 12' !O' 11" 6 1/2- 9 1/2- 9 1/2 1 (BOTTOM) 12- N/A IT- N/A 12- N/A 72- N/A 9 1/2- H/A 2 (TOP) 12- 7- 77' 8- 12- 10 12' 6 1/2" 9 1/2" 9 1/2" 2 (BOTTOM) 12- N/A IT' N/A 12" N/A 11 N/A 9 1/2" N/A 3 (TOP) 1P^ 7- 1T" 8' 12- 10' 12" 6 1/2- 9 1/2- 9 1/2- J (BOTTOM) +65.0, —77.0 12" N/A IT- N/A 12- N/A 12" N/A 9 1/2' N/A 4 (TOP) 9--O- OR LESS 12" 7" 11' 8" 12' .10" 12" 6 1/2" 9 1/2' 9 1/2 4 (BOTTOM) 12- N/A 11" N/A 12' N/A 12' N/A 9 1/Z^ N/A 5 (TOP) 12' 5 1/2" 9 1/2" 5 1/2" 72- 6- ID' 5' 7 1/2- 7 f/2 5 (BOTTOM) N/A 6 1/2' N/A 10' N/A 7^ N/A 5' N/A 6 (TOP/80170M) N/A 5 1/2- N/A e 7/2" N/A 6' N/A 4 1/2' N/A 7 (TDP/BOTTOM) N/A N/A N/A N/A 12' 6' 12' 6' 6' 6- B (TOP/BOTTOM) 6" N/A 6' N/A 6" N/A ---------------- 6" N/A 6' N/A 2 (TOP) 6 6" 6' 6" '6" 6^ 6' 6' 6' 6- 2 (BOTTON) 162.0, —73.3 6' N/A 6' N/A 6' N/A 6" N/A 5- N/A 6 (TOP/BOTTOM) 9'-0' TO 10'-0- 6' N/A 5- N/A 6' N/A 5 7/2' N/A 4- N/A 7 (TOP/BOTTOM) N/A N/A N/A NIA 6' 6" 6' 6^ 6- 6' B (TOP/BOTTOM) # SEA' SHEET 7 & 8 OF 8 FOR ANCHORS 7YP£ & SPACING FOR INSTALLATIONS INTO RVOO FRAME BUILDING'S. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 7/2'. REDUCE ANCHOR SPACING BY MUL77PLWNG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOMNG FACTORS- (Min. E D. FOR RAWL CAUL —IN ANCHORS & ELCO RANELALUE IS 2 1/2'). ACTUAL E. 0. FACTOR TAPLVN/ZWW NNNN/ PAWELMATES ;An CALK -IN Cr TAP-cnlp .75 1.00 2 1/2- .71 .50 .80 2 .50 — _ PRODUCT RENEWED ACCEPTANCE No. 00�1,Y' EX3' A770; 7 DATE 0 D 7 A o,,3 By -4 DIVISIONDIVISION BUILDING CODE COMPLLW CE OFFICE APPROVED AS COMPLYING WITH TIIE SOUTH FLgqJOA DUILDITIG CODE P11066CT CONIIwDIV S L„ DUILMNG CODE fllAll'Ln'KCf Ql llf.( 1CCEPIANCE 140.9$_06! 7-i 6 0.050" BERTHA STORM PANEL EASTERN METAL SUPPLY, lHC ,--. � /� 17LL/T 7£STD7C d OR.YHtCJ1plG Cp{/PAXY l.Vlf Yp4IN, f1 J.)161-.UfJ DADE COUNTY ear-u�-�uusl►.u�l -19;Uh GULNJ"1'HEAb1 AGU611NU61 & SNUT:TER den-iu-�uua�ecul uy;cu uu�r�inaen nLUAI�Un B �nUl1c8 Jon 15 03 06: 16a 5175( W i �W)2MN [nA )L61914U 56158647.64 GENERAL NOTES:—"rwwwor"�"'"�" TYPICAL ELEVATION MM N Atrit sre.0 ,,Wp 3rimr rc ra+eae xu k*e +4 KW hd aM itORa1� p�Dvn me . iN,K4MIII! ! W PA,i1 dLUlflq . 9I 1 fn z PLAN VIEW TYPICAL kra Pamrrr EGRESS PANCL 24 CAGE GALV. STEEL STORM P, WEL7;C7)27 08080 JM / JK