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HomeMy WebLinkAboutPLANSBUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING(G(P S F) FOR ASCE 7 02 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET aE BASIC WIND SPEED = 140 mph CATEGORY 11 BUILDINGS (1=1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE PROT rrc-n AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS ** DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS. *** PFi11C ROOF HEIGHT L•• LESS THAN 7'-9' I' GREATER OR EQUAL THAN 7'-9" AND LESS THAN 12'-J" L•• GREATER OR EQUAL THAN 11'-3" I" LESS THAN 7'-9" •• L GREATER OR EQUAL THAN 7'-9' AND LESS THAN 12'-3' L•• GREATER OR EQUAL THAN 72'-J" (h) 0' - is' > 75-20' > 25'-JD' > JO'-4o' > 50'-Bo' POSITIVE 42.7 45.4 "<.6 49.4 52.5 55.0 5Z2 NEGATIVE 572 608 t. 70.3 0..3 73.7 76.6 POSITIVE 4-0.5 43.0 451 46.8 49.B 522 54.2 NEGATIVE 52.4 55.7 ` 58.4 60.7 64.4 67.5 70.2 POSITIVE 378 40.1 42.1 43.7 46.4 48.7 50.6 NEGATIVE 46.8 49•7 52.1 54.1 57.5 60.3 626 POSI77VE 56.1 59.6 62.5 64.9 69.0 72.3 751 "' NEGATIVE 70.8 75.0 78.6 81.7 86.8 91.0 94.5 POSITIVE 53.9 57.3 60.0 66.3 66.3 69.4 72.2 NEGATIVE 65.8 69.9 73.3 80.2 80.9 84.8 88.1 Po97flvr . 54.4 NEGATIVE 60.2 63.9 57.2 67.6 69.6 62.9 62.9 65.9 74.0 77.5 68.5 80.6 - • •� -Mc - rc�rt RVVI 140 mph CATEGORY 11 BUILDINGS (1=1.00) )INGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) DESIGN LOADS INDICATED N B£ USED FOR THE DE7ERMINA77ON OF POSIT '� DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE OR THE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDNG WHERE SAID OPENINGS ARE SURROUNDED BY DETERMINATION OF POSITIVE OR NEGATIVE PRESSURES FOR A GIVEN OPENING OTHER OPENINGS LOCATED K71H/N THE LOWEST 60 FEET OF BUILDING, AND OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED WHICH ARE PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF IMPACT WITHIN THE LOWEST 60 FEET OF BUILDING, AND WHICH ARE NOT PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS *** IMPACT RESISTANT GLASS OR ADEQUATE HURRICANE SHUTTERS *** PEAK ROOF L•' LESS' THAN 12-3" I- GREATER OR EQUAL THAN 12'-3' I- LESS 7HAH 12'-J' I- GRF47ER OR EQUAL THAN 12'-3' HEIGHT (h) POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE POSITIVE NEGATIVE > 60' - 70' 54.1 99.1 49.2 853 72.6 11 Z7 67.7 103.8 > 70' - 80' 55.6 1 22.0 50.6 87.7 74.7 221.0 99.6 706.7 > 80' - 5. 104.5 51.8 89.9 66.5 224.1 71.4 109.4 > 90' - 100' S80' .3 106.9 53.0 11.9 88.3 226.8 33.0 111.9 > f0O' - 720' 60.6 111.1 55.1 95.5 81.3 131.8 75.8 716.3 > 720' - 74D' 62.6 1 44.7 5 99 88.7 84.0 736.2 88.3 1 00.1 > 140' - 760' 64.4 118.0 58.5 101.5 86.4 140.0 80.6 123.5 > 760' - 1'0' 66.0 127.0 60.0 104.0 88.6 143.6 82.6 126.6 > 180' - 200' 67.5 123.7 61.3 106.3 90.6 446.8 84.4 229.5 > 200' - 250' 70.7 729.6 64.3 - 111.5 44.9 553.8 88.5 135.7 > 25o. - JDD' 73.5 134.7 66.B 115.8 98.6 159.9 92.0 > JOO' - J50' 75.9 139.1 69.0 119.6 101.9 165.1 95.0 447.0 145.E > J50' - 400' 78.1 143.1 71.0 123.1 104.8 169.8 777 149.E ? 400' - 450' 80.0 146.7 72.7 126.1 IOTA 174.1 000.2 153.6 > 45O' -SOD' 81.8 1 150.0 74.4 129.0 109.8 178.0 102.4 15ZO Agnm- 1.) THIS CERTIFIED SIGNED AND SEALED WIND LOAD SCHEDULE. PREPARED BY THIS ENGINEER. 64SED ON ASCE 7-02. SECTION 6 STANDARD, FOR A BASIC WAID SPEED OF 140 MPH, AND APPLICABLE IMPOP.TANCE FACTORS & EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIRC PROJECT. 2.) 7H/S WIND LOAD SCHEDULE MUST BE SIGNED, SEALED AND D4TED BY THIS ENGINEER IF USED TO OBTAIN A ONE TIME BUILDING PERMIT. 3) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS 84SED ON THIS GENERIC WIND LOAD SCHEDULE. 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 5) DESIGN WIND LOADS SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND 401D SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CON7RACTOR OR PERMIT HOLDER (e.g.. SPREADSHEET, OPENING SCHEDULE/CHART ETC.). %•i AFINDICATED PRESSURES CORRESPOND 70 THE MAVMUM END ION£ AND INTERIOR TONE CONDAIONS AND FOR ALL ROOF SLOPES. yak L - STORM PANEL LENGTH ACCORDION SHUTTER BLADE LENGTH OR BAHAMA SHUTTER !EIGHT PRODUCTS WHICH BEAR A MAW -DARE COUNTY OR A F.B.C. APPROVAL SCANNED St. Lucie Count 2004 FLORIDA BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES) I ASCE 7-02 / WIND LOAD SCHEDULES AS SHOWN STORM PANELS, ACCORDION & BAHAMA SHUTTERS SCALE 3/I/02 L E C O. WIND LOAD SCHEDULE DATE -. , N e. T2LIT 7ESANL7 t ENQ/NEER/NG COMPANY aw N.M. YM Sk. Sfa _ BASIC WIND SPEED = 140 mph EXPOSURE C. Kd 0.85 r� OL - 060 A; VACAM CMGfN$ D, Sllab PnArm: (303)A>70. : (]OJMTT-ISJI aIV. ae orAannav alrr I[,: x+ aem�rnr a+rt . - _ ES-0-0006719 DRAWING No 0^ i t r-' WALTER A TILLIT Jr. A E fLOR4GK Lic. AT 44167 r ra•-A• rr'• sw mnr ragr rr.Y xir mw um >/u Fnr a+v la.+m+ ..."... ..._.. SHEET I OF 1 Y. STORM PAN£1 SHOWN ON THIS PRODUCT EYALWIION OOCt1NCNT (P.£.D.) HAS BEEN VERIRED FOR CC'MPLTAVC£ IN ACCORDANCE WITH THE 7004 ED1J�U' N 0F THE fL.ORK14 BUfLO:NC COOS. ' THIS STORLJ._PANEZ _ $MALL µiT BE INSTALLED AT HIGH VELOCITY HUBRMANE ZONES ,(MaW-DADE/ BROWARD COUNDES). .DESIGN WIND-. LOAOs.SHALL B£ DE7£RIENED-AS'PER SECTION-16D9 OF THE ABOVE-.-k 7KW£D COD£, FOR A BASIC.. W/ND SPEED -AS R£OUIRED 9N.11HE JIJRISD(CACL4 N'1tERE STGRN. PANEL NLT,1- BE IrSTALL_j'D,. AND FqR A 'DIRECTIONALITY FACTOR Xd-0.85 W AC.CORLIANC :iYTH •MG >_ea=ceiuninn ,u. ..,...... .., �.. - :- -_ -- _ __ - STRESSED A,''SJX JNCRF.ASEJN .Ll.LOIYABLE StRESS fCJR.'N7NO LCUDS WAS -^'' (s�r�v. ncmc -rrur uvmH 6r11Z'USE'O..NJ THEIR .b"tALYSlS. A DURADON FACTOR CO T'- tYAs USED FOR .i FRliTC4RON OF FA57£N£RS.IN ISS'F = ' �STa4M PANEL ss" AOE'OLIACY.-fOR JMPACT AND'F _ - ARGUE �RESISTANCF HDLs:. BEEN VERIFIED JN ACCORLIANC£.#'ITH SFfTION i609 4 OF THE A80V£ M£N7XkIED .COD£ AS•P£R ATL RfA0RT5-A► 0121:0l-4d/L / 0.12D.01 00 jT D51S:O7-OC AND �D572.01-03 •AND %0617, 07;-0f _ `,PrRzSSrD 31-99 S�TANOMO. _ _- - _ 2 r_AtL ALLMlNUM SH£E7c7A1'PA,NEU S+iAU,'HAVE SA52'-HJ2. OR JOOf-N34.ALL0Y .t; _ •> J ;ALL aALUAINUM EXTRUSION Smu -BE ALUMlhVa AS 0 .L4WN 60046 ALLOY. &° ,TEMPER UNLESS OD(EFW/SE ,VOTED. _5717RM PANELa';COMPGlV£NTS •S7UD0£O fHATF•'AND:�•ShGIP CAP ARE PATENr.P£NoINO.` - �.• BALL -SCQEW5 7D BE STAINLESS S7E&-3P4 !OR,J/6. AM SMIE5-OR--CORROSION RESISTANT COATED.-GARBOH STEEL AS PER ON 5dOl iV/ 5D kaT. vaD-swNGTN AND 90- kt7 -rENSIC£sS7RE/VGrHr - _- - - 5. BOLTS 70`FtE ASIN A-307 GALVANIZED STEEi-OR A/SJ J04 SERIES STA(NLFSS STEEL,- W1rH J5 Ali MINlUM YIELD STRENGTH. -6- ANCHORS •TO WALL SH6ALL BE`AS :f`OLLOWS- (UNLESS O7Tl£Rwsr NOTED). (A) 0 CASTING POURED CONCRETE I/4 P TAFCON ANCWITS AS-AkAIWACIUREO'BY I.T.W. BUiLDEX;'.. - - !/4+TAP=GRIP AN CHOIRS'(BLRT1iA� STi/D-LONJ; AS A6W1FM7UR£D BY TRU FAST CORPORATION, 1/4 •'7AA64C'TLNL_hN ANCHKIRS'AS MANUTACRJRED BY PDWER rASTENERS, -/NC. 7/4 '% li i/8'.CALK-N4 ANCHORS OR ElGt7-mok. d• femuld "RA.VtUTAT£" AS: AANUFACTUREL' 8Y POWER FASTENERS, INC.AND :£LCO !£MEW., RESPEClyve r- . 3/4� ALL- POINTS SOLk7 SET ANCHORS AS 01SINSU EO BY ALL POINTS SCREW BOLT &SPECIALTY COHAPAN•! - -= !/{'� RED, HEAD DYt,NBOLT SLEEP£ ANCHORS AS 4gNUFACn PED'9Y I.T:W.'':BUl10EX/RAMSE7, r , aJ) MW/MLfLI'tAHBEDMfNT INTO POURED CONCRETE OF-TAPCON AA^ 4RS,LS I J/4 '� R/kC NULIN •ANCHORS-tS,..1 3/8 Foi ELCD PANELLMr .ANCHORS -IS 1 r - 7. PANELS MAY ALSO BE INSTALLED HORtZONTAIIY FOLLOWING LNSTALLA'701.' DETAILS SHOWN ON SEC7TONS I THIR! e (SHEET J $ 4 of g) .EXCEPT .THAT HEADERS..J. 4_.i S"SHAL. Nor BE USED, - - -. - 3.-li -SH441L B£ THE R£SPOHGSlBTL7Y ;OF rN£-CONTR4CTOR'T0 WRIfY,. THE SOUNDNESS _or rHE SMRCrURE�AjIERE SHUTTER IS.-)v'8E L•... _ATTACHED. TO: INSURF-FRORER ANCHORAGE. THIS SHUTTER -SHALL ONLY BE'-0TTAdNED TO CONCRETE, BLOCK OR WOOD i.RAME' BCTILO/NCS. :..A .. a- TNF INSrAuA'hoN CONTRACTOR YS- 70 S£A GiULK ALL SHUilER iCOMPONENT,•EOGES:WHlCH REMAIN IN CON7W T L, LRJUS CON ACr WJ_rn THE i BLII19lNC TD"pREi•ENl-T49ND/RAINAJIRUS(DN, CAULK AND SEAL; -SHUTTER •iT4ACK5 ALL AROl1ND`FULC LFNG?H. - - T.O., (d) WS-.AE.b-.,PREP-gREO Br7H15^ENGINEER'S OEnI£Ra3 AN - ` - r,. - - _ D DOEVIVOT PRDNDF WfUR.W7TON FOR "A S17F SPfC,F1C PRO.lECr; AS "`WHERE WE SITE CON01170¢IS DEVUT£ fIROM THE -.PE -A_ - - ' I(bJ:�CONifL1CTY3R TOry"6LE 4£SfiOTwSTB1£ fVR T7H£�SvJFCT?ON,- RI)RCHASE"AND 1NiTALtADON INCCiiOING LFE S,IFEIY OF 7HCS. PROOGtit B0.iE0' ,r OK;_ THIS P E`D :PROVIDED -i F./StiE:. DO�S NOr Dftha Tr rROM- THE CONDIT/ONS 'DkTA/1ED .OW INNS QICUMEw. LbNS7RUCTCON,'SAFE7Y a z t THE CONTRAC_TORY RESPONSYB8IT)"v H .(cJ: TrDS P£.0::�WIL;L BE sCON57D£R£D TNYALID!`If''AL TFR£b-BY ANY MEANS -•� , - (d)�,SNE SPECIFIC PRA'7ECTY Std&k'BE PREPARED BY A,a0fii 4 R£CIST£RED ENdNf£R;OR-'ARCHITECT WHICH WILL -BECOME THE; ENGLVE04 B Of, =R£CORO °(£OR FoR _THE PROIEGT 'AND:'W7/O ;WKL 8£':RESFTQVSlBI£ CDR THE; f�lTOPER USE Or 1NL' P.E.D. 'ENQLNEER l?F� D=ACTTNC AS A„DELEGATED:£NGfNfM.TD Tr/£ PFO.:ENGIN£fA .;SHALL SUBMIT 70 THIS, li1TTeR 1HE.SrTF'SPEYJ.°TC DRAWINGS: FOR _REWEIY- z(I% �7}t1S PE:O. ".SHALL BEAR THE LATE' AND ORIGINAL SEAL AND SLGNATUR£ OF W PRQFESSIONAL ENCtNEER OF RECORD Tit4T PRFPaRE'D IT. - 'T-1. •`SNUTIER NMIUFACTURERtiS LABEL Sht,(uL BE PLACED ON -A RFAOILY AND VISTBLE LOCATION AT PANEL. ONE WE- SWILL BE'PfACEO FOR . EVERY OPENWO. _ ,tAB£L SHNLL:.REAO`AS'f.171LOWSi' _ ,:.EASTERN METAL'SUPPLr,='!NC-` .• - ,t ='. " ' -WEST _P.4GM_'BEACM, R `D HfAO OHJ•1BOLT SLEEYEANCNORS IS I..I/B; AND rR:CF-.iM-C_RIP,ANCHORStS`:.i. 1/4' . SAT) 7/8 CALK IN ANCHORS SHWLL' BE EkRELY. ELTBEDDEDrWTO Trt<•.POUR£D ,CONCRETE NO'EbB£DM£NT WTO. STUCCO SHALL BEi P£RM1TTifl 1/4"o-10n SCR£1YY'US£O SHati BE -a` T/2 LOivd'MlN1Muv-SHWO D'SRKCO EXIST, -AD 1(AiFIIIdUM FOR WALLS tV/TH .NOsmdcb- `,. A,J) AfW&IAA`.EU EDMENT OF I/4'0 x J/4 ALL -_POINTS SOLID -SET AIKYIORS. SHALL -BE 7/8'WTO TIRE POURED .CONCREfE NO z _ EAfBFDMfNT'livi0 STUCCO SHALL BE PERI4RTED. 't/4' d-2D S; S. ANCI+W£-SCREW. USED- SHALL ,BE• 1 t/?" :DWG MINIMUM SNOULb "` . STSCCO.£a75i, AND--1' MINIMUM FOR WALS�Wl7kj NO .STUCCO. CASE TINT PRECAST SroN£• PREG4Sr,cgwRET£ PANELS. OR `PAVERS BE FDUND.ON THE EXISTING wAa OR. aoag ANCHORS{ ' SHALL"BE LONG ENOUGH TO REACH THE AWN STRUCTURE BEHIND SUCH/ PANELS ANCHORAGE SHALL BE AS ANMCAT£D GW NOTES A. a2j'Aeov£ (9T TO EXISnNG COACREr BLOCK WALL: . 1/4'-41 )APCON ANCHORS AS UWUFACTVRED 8.Y LT,W BU/LOEX. s` . 1/4' c CI` TAP -ORE ANCHORS MCRT1if STUD -CON), AS MNNUfCTURED BY TRU-FAST CORPA4ATToN. . ,- 1/44 P ZAM4C N4XIN ANCHORS AS MANUFACTURED 517' POWER FASTENERS, 6VC. - 1/4' d x 7/8' CA(X-TN ANCNO45 OR £LCOmye h /erydle i?a1ELNA7E' AS MANUFACTURED B}' POWER FASRTlERS, WC, AND £LCO rEXTRON RESP£CTryEYY. - ' i/i' / r, J/$' ACL POINTS 501d]-SET ANCHORS AS 067RIBUTFO BY ALL A7TNTS SCREW,, BOLT � SPE=rY COMPANY. - 1/4; FRED HHFAD OYNABOLT SCEEV£ ANCHCRS AS LUNWfACTlfRED BY W. BUXDEX. NOTES. 6.!) -MINA-w £ABEDMfJHT ar TAPCoN, ELCO'PANELmAr& AND GF rAP-CRIP`ANCWRs INTO "CONCRETE BLOCK ' UNIT SkWl BE 1 1/47,` 1 J/B' FOR ZAMAC •NNLlN ANCHORS AND 1 1/5.- FOR RED HEAD, DMABOLT SLEEVE ANCHORS B.2) 7/8' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO .THE CONCRETE BLOC('LW1f• NO EMBEDMENT IIM STUCCO SHALL BE- PE'R1817ED• 1/4:01-20 SCREWS USED SHALL BE 1 W- LONG MWWUM SHOULD STUCCO EXIST, AND T' MMUUM FOR WALLS WITH NO srJcco: - - B.J) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/a"INTO THE CONCRETE SLOCX NO EMBEDMENT INTO STUCCO SHALL BE PEAWTIED. 1/4- 0-20 S.S. MACHINE SCREW USED SHALL R' 1 1/2' LONG, MWiMUM SHOULD - S77JCCO EXIST, AND I' MMMUM FOR WAILS WITH NO STUCCO, % 8.4J IN CASE IXAT PRECAST STONE OR PRECAST CONCRETE PANELS BE fOtnHil ON THE EX1Si1NC WALL. ANCHORS SHALL BE LONG ENOUGH To REACH THE MAW STRUCTURE BEHIND SUCH PANELS. A16CJICRAGE SHALL BE AS INDICATED ON NOTES IN B.1) AND 8.2) ABOVE, (C) ANCHORS .SHALL BE INSTALLED FOLLOW+NG ALL OF THE RECOMM£NDAWNS AND SPFCIFICAW,15 of THE AArHa9S MANUFACTURER, It i -- 11LIEG0 imc. !7 TCSTWG & INGIAMING col F.B.C./(Non High 1 0.050" BERNA ALUMINUM STORM EASTERN MEW SUPPLY, INC ,:ea MYSr F420S DRnt BEST PILU BECN, R ]1TAd7 Hualcane Zone) I L6 1 DAAWR Jr, ➢/d/a5 DA Tr 0.5-270 DWWIRd Na • sNt[r I a c I AS A��iW 4.47.r— I wr DETAIL MEMEL FL4;W 094 AVr .J74 -p 00.31 (�A) a4c ��Vr ester Ow &rm r- ,.W. I L- M= Cf CD OPnQN apnw A17Y MLE AT smp CA mull, I' - V it 0 M "".74v rAAL� 125' 1C: to 7L-1 ROM&,Cwta Saw -T VVDDW- AN&E x 5.'-A(QM)X, JAW AkGtLE J+ fao.� Auer IR rat:AM' - t, LIECOINC. F.B.al(Afan High Velocity Hurricane Zane) La 0,050* SERrHA ALUMINUM STORM PANEL , ar Was EASIM METAL SUPPLY, 4WC WIT #m ft-sr Rams 0"6w ft'Sr PAW WIA% fX J_1407 05-270 T-- fFAx. ,A(ir 714" Max. CAP CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHORS (SEE SCHEDULE,' --- STORM PANEL TYPICAL ELEVATION SCALE ; 116' = 1' SECTION A —A SCALE: 7,8• a t TOP TRACK {SEE COWONENTS� SHEET 7A OF 9) _ Moir. 7 Min. SWOM TRACK {S££ COMPONOaS, SHEET 7A OF 9) 114 Max. GAP F.B.C./(Non High Velocity Hufrrcono Zone) �:1j •: '�" 0.05O" BERTHA ALUMINUM STORM PANEL .tg1'7rr7 ` IL IECO,nc. US'Tf/d FETAL SiiPPLYi INC o.1r tour s r aclxrcom COIMANy wf roc A 4, W A{ Nuew O�BY$ A omw> li w;l 05-270 r ..7 ur Mw.: 1fgM7f—ri10. Fr a (.➢ull •r57r .' •�. `� • �R �" eN r m.+�m Mlc �n ✓• amraw ceY R&X4N0 Ma •� y a . ACMS A 0Jr. P. E RQ4169 44187 + r i4lII 2 01' B Mi -PoLob d C�}'O Xft' F, w axe 0 L ANCHOR_ rAMdHS. Au..Posrr -srr 7ALW 004A av Z mWN Xf. =AVID 4 ANCMJRS�SbQACt !CA' SiK Nli%l &rocnv COHCRE7C t 1 Tgy-4 12 f77 J � �f W BLOCK WAIL IFW,WED m" Jm W-W — arw=r. er zw-txs: a+ K-a+ as nm U V FGALE A41f1W/C ta- fSQi- 9O'CL+J« Fop YP4p.+51 POIAPED CONCRCTC RfOLYRFD � B I IT iGrA W 7, IN-tA4LATON 3 scvc J%B' - }' r' ianxuuw _ V32' W(A'D Nur I WA,45S m I r C. a ._EDGE Ashore ON a X i , „• .-m X .�,• rro1E_ FOR cay8k'Ur7Gy of sEcr}oxs JTS w /-e 6 1riW1iCffOR/GE?LwC uCiAVDNYJ SECT1Q17S CAN BE — cavewrrel W 1 j 11• o. c. CCN&,IEo M ANr VMr TO sWP-ANT IWAUARON. PDURanA C012 RF7F, . WALL MOUNTING INSTALLATION SECTION l SGALa : ue• - AVTC : D£TAJJ. A'• SEC770N O SrUD V" mSO FCR tWL. M LMIM76 INS ALLAAON - SECI)ON 7 (TOP) W V /M 7AW6 N" JO 1 E 0 IOL, cr rA&_QW. aur-.i ae OW faced AVCaM I Cont. .sAS0 mrnF' tvA sworAJ WALL MOUNTING INSTALLATION SECTION 2A sa" r JAB' - J' 7APCOAS ltlLtC:.� xm tc++a D . C+• rAA-&W. CYX-A ar �\ ab-AK.V roar PARUP"r Cont, sa,=" Aaf -"AO j POURED ti . c&zRE7E AEWaRCO .^. LSE 7 ` r .W . . 2'42141£ [W zL0l�kiEErC• � - �\l�i7lkRED ILIEC 0 INc. SRN6 t b}G COL tq aJ, ar JCS N�6M\ 6YCbli (A13P�+-rs7a. Js: L?70Nr+-+9 ®-0008710 aa A. .LN R 14187JE I BUILD, OUT INSTALLATION $ECr/vN. 4 sc4Lc :1,R- - t' F.B.C./(Non High Ve}ocity HuJricone. Zone) 0.050" BERTHA ALUMINUM STORM PANEL is NrAwv all. EASTERN METAL SUPPLY. INC .m wmT RD= Dome WEST PLY BEACH. fL JJI07 05-270 &"W7HO No + � SHddr J OF 9 s • vivowl 2vac NA&ft� orry LT, or Ap-", CNX-IX OR rFruC r - (ur VpOLI.rP MR �4ccJ/ �i T L__ RC4UIaEU; 0 cuvcRt:re a+ La�1F ecarlr wtt - aeouDav_, � wrc/,�wi �ww/c i -,: Canr. MFC0 s ran w1w cart-N as � w� r/#- 6 20 S. S IIW-MVE n%mftm F AaC�a E. p. T w/'Ntrr a *AshoCR (TAZ .¢E.m SracarSl o r2• ac AM Lc..CUA[F 1' NAa POURM.CCtfMIL I I g . • ur r.ncnnc AID - A:a s wE, J/a• . 1 ^SfPARAAON T (XASS u RIND M CAW 0 0a E A fal PAMaMFC AMONRM A J FLOOR MOUNTING INSTALLATION SECTION 5A1 SCALE : Jo6 • _ 1 VAMMI mw ow aywi m CN.r-w CA aW WLC/ /rUCE WAELWIE ANZVQ 9 _ (Si£ .vd>0rtat !on C. D. � CA[K-IN. ALL.N/Nl5 StiuO-SET QR POI co CDXCRfTC I- I - .III -lLCD,"4Lf/FBMf A MEIANTE ANCHORS REWIRED (sfC'sCi4Wn6::fQaSruc»c) ` ..• snuR£D.71 c 1 pp S f tVEQOt- ` I BtOIJ(4 MNLt W" RrowtED i r ;- J Cent' .I 8 :Sant .. I .. 1 �/�r,rcw,auT. I r I y �11 i ru lNSTALLAT/ON --: SECTION-';6 r ' E O: a COOC LY3fAiYCE - nrnE ON SHaT e t 7 OF a) �AVIE,iOR COA(B+GINTION OF SECTXONS WALL/FL"ICEILAW UOUNTLM7 StCMNS CAN BE Cbkao;o Rl ANY WAT RJ sm ANY dSTALLATTON, �EIL/NG,: dr FCOQR iNSTACL4TtON .— S • SCALE :' J/S`- � f' .y�• S%aL1v.i` 1, y OUN►TING' _ WALL MOUNTING lkST�iLE,4 la1V,.(lJ. Ai ) 'CTIOId .-7: - SfCTtON ;8 '.SCAM t=AT AAC}M A14Y.AE 1/4'0-20 SIM I, � DGL® /-® aft .I/H-2o TRUSS wAO sxr ` SOE W" 8XIS ARE J/4'*4/J2TlcK OZAD U%O*W WftW-W/ LCN6af AS M AfOlM A2 t a.2I)- " moss AW MrS ARC 1/2'fx1/a' RDCK NFAO SCREW W/ LE1gM AS PE}( AOT£5 A] h 02 (Sh a2 (SIiEE7 I) F.B.C./(Non H1pA Valoci(y Hutrcono Iona) J 0.0500 BERTHA ALUMINUM STORM PANEL miw grr 9/giUS L E C O Nc. EASTERN METAL SUPPLY, PIC DArr RM A A AE ! [N0/NBDEM OOMPANY ticAaeDs v 1 An mw, aw>ag n n oast uN TAaI MIL uaT 05-270 CA'alnr-rAo . fw: (A• um-Iml A!I[ A.mmm low]=.[.n+ax ra aaAxsWO Ay lY%L(FR A lYL! jr. P:E - _ - frKA? i aF 0 I 2' v 4- , . f23*, I I Dios-ftfcoh &OV-711 A Cont.-A&v". AWLE 1/4 ' ,. j -, - � � lm - , T PouReD caNconm OR COMPEW ALOCK WALL. Wars 5, REOUPRED Ala.. AO& k-WcoAr-Rm potpED co;oww AACHM 2.50 w 6 b-4.0 L (ftj WOUNMO W, +30,0, -J5.0 12'-'1C 72- 11' 12 1 -40.0 12'-00 W'-O" 12'-0k +40.0. -45.0 1'-2' t45.0. -50.0 lo'-r 10'-4' 10'-7- *50.0l -55.0 to'-O' 9'-4' lo'-O' *5510. -80.0 9'- 7" 8'-6- 9'-70 *4010. -65-0 91-: +S50, -70.0 81-9. 7'-2' 81-91 #.70.0, -750 6,-8- 49 1-6" *75.0, -80.0 8'-2' 6'-J' a Wa: AMMUR PANEL LENGTH IS J'-O'. OWU AILIEPMrE,LEO LOCAWN 2- e�!' 4" a r 3?05Htf'OR WSJ-f6 ALLar CASE r. &I SbALE.• 11/4° �- I*' SCALE.' 1 4 F 7 701 =1 OKI WA comr. wro . sm4w CORP. I CONCREIr aW ft" WALL WEED COACROr 0 STUD kq COW.WW BLOCKSE-MON Au TYP, TOP/80rrOAd WCOM AVACMRS OR ALL P*Nr SOLO -SFr COAff. (sEeSCHEMX FW SPAOX) (OPEN POV MV: WALL MO '��S �% SCALE 318' 1' SO. a rA AusmLw #) CASE (Plop) SCALE; 114 1 sm CASE E (Plan) r.O.C.I(Non tfIgh Velocity HurriLane Zond) 0.050" BERTHAALumiNum sroRAf PANELL.a c,4,w, or. �F Cmc. &4SnRM METAL SUPPLY, INC ILIEOuOW PAW ftnt AdADS QW& r 7r9nM0 & EMIMXP.WU COMPANY OW PAW EFA� fL M407 03-270 M.110Rfj&lol t Is. Tawml- a lot" A"WWV No to-o"710 ful mftt �10? A Miff -p A E. I I"D C" 60-M 5M£fr s of I 1' x 2' x .125' (W&) Arum. 1 4' 0 s J' LONG lAG 7turE W/ I/I^rr x.4' LCWG. ' / _ t/1 / : J' AONG IAC _ r ScRews 6 6_ O,o 'q/ _ ; -IV Dosw A wa� I/Q / eC "101.4 LAG SCRFNS 1/I t r J'.L0.vG 2AG scxExs. o a' o. c W/ , _ _ L9G SC//R22ENS 1 //2'=Wn- PENE7FA7FO+r TO IE>N57A'G M000 Nmro •i ..'. .` N/ r r/2' /dn. - o e O: c''1v/'-1 ,1/2 iecr...' 0 0. �a ptTLrRAntza 1b INV WOOD , PEttfti8lrrCnr 'lo fxrS IrDaG : 7iEM£tr. s KEADx ' _ 14Ric - l T a r -e. 1. _ Yr. 4, '.� .�. . 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I _ :.:.tlhN6- srt� I . ;xrsrrm W/z� I I . 12 6 C.xL coat- .1/�4 •�20'Y,i:. - - 7 IIOIi15. / 12':0:: C '.. i a v - 7 ,C6rit.-. _.. - ^• r..' s . .: •g `Cunt W/,.RU7 a': IGV9liR -- �`_'. ..•Can4 < i :':' ... _, a,`� t�..1 .v` 1 4'_/ t`1'•!AC MlJO `x 4 x:.'•!11 {Il.• -7ffffi'-,CBnA_ :;' I`r 1.':r.�IM• _ Ir/i-- - , :. - c.. .--:,,� ,: 1 ...• . , ,, SIS1o,M •';'._ .(.., ) (Mna',. -;- 7 '/J Wt--FENE71LtJAMr" - 2.•: y _Akrn.'!!!YE" (Cafir) WGNIBM OFrPU 4 _ 2 14 i,:r.f .iAO "SGYt1W5 -a _ s O lE, i (� / _ - <(2) !j4' /-:r 4 ".SCRf1Y5 ",.yy. �Ir7f1r=. Wn., PENEIAiM7N• - - ,. i�lID+<TO _ '�1 faCx,SlUO iLJGNi7A'ru:%: i AM W-2?'�bem _ _ _ . _S/UD,-: J:•AM. 71D11r7i�G�. Y r- 'M� fY/ 2: Yh PIRnYpx UdD1'�Wn PfxxL7RA7tay. _ . AL==T£RIVATIVf -2 i4tTERNATIVE: 4 ALTfRNAIIV£ 5' ALTERNATIVE' 6 ALTERNATIVE -T TALL MaUNTING: IKSTALLATIQNS INSTALLATION DETAILS ON. I• ! >- } -_,.. r - SECTIONS A :". sciE.: ,�.�,-_ ,•_ , EX15TlNG, W000' BUILDIN-gnGS.:� - - a;,a i i r 11/r� r-20 . Jf4- 01A.ls',% 7%e J��J2• WING N1rr O I f1' O. C. 1 7. Cent /4.0 sJ'L0 =' SCREWS • 6' 0, C. / t 1/2: AOh. rroN / . 'WDWDtN OF Puri ALTERNATIVE 3 N01E•s: 1. imsm ores ARE ONLY wAv FOR OESJON wwo LOADS UP ro 461:0. -72,0 psf ANO PANaT.LEW HS UP TO 9--0'-4 Z FOR WOOD F&ME CONSTRXIYO0 is -1A000 MEMBERS TO BE SOUPO N PINE No, 2, W/ SPEWX'O£NSRY OF 0.55 OR EQUAL -'AfOrE FOR OOMOOMMN OF _•• =.1 k, F,B.C./(Nan Nigh VerWIV HUN tone Iona 1i0VJ..uo mw SECrIONs CAN BE COMB�£� iN M!r WA ro sWr Amy iNsTAL1AT10N� :'' q �stt.� . 4' t� 0.050'" BERTHA ALUMINUM STORM PANEL �„a en ��". `c,�'` , / wrr �OC. IN EASTERN METAL SUPPLY1 INC 05-270 rrsreao t EMGUdECPJM GOMPAArr Aw aea�q ommaat ve6 resr Aga aRwr Wur F" &POC n JJ4O7 fl, •'••.• a► in raw m Drbs Ab. t (.QprNum . At, Mu l-ISP A141OA1 M, aR i bL9� i �atlr'IN bat 'I= LrfdT a at s '•• u r Jr. P. E irs' . � r IOQM£YA4;KD 41 Pl-f<MLY [.GNal11 fLW. ,SC#C P aN P T 4 r AL 6P KRffiEC'A4 PER'SN6afA'l a1J SIiHf 4 Qt• l r :..i is-r:, LJL►, ! •t.. wavy 4 ' m .;; •• 7 i. <lA :_► *I.. v+./ YA=" .WCh%143 SPACM FOR E Dt -!-J 412 • = .: ,L040 .. ro AP LE SECfk%HS�/ & faLmR.0 PAYE?= 7 aw-rl/ FiEDeIdR D7I41Ea1i -- - C.1(X_W =JOuO EET AWEJ41TEi' .CF TAP�1Rtl° `' ofrxau .' ,.ea�1e wsotirr aavaec7E Ae�var conePe•1r �LasaNwr eoanaeEr[' 11A40KRY OOAKRE7¢ 'AM�7NWY LGWCAf7t rvawri 12 12 = r2 �i� jP Y 1 (70PJ ,17' - )d yie11' " 1T fl- - a_ . f2 ` •.�'12 _ 12 17 s _ 2,9tpP tt ..:12 22` i? �77 7 2 (B0T70LQ - 11`"-.. 6 !?; ... 1?, _t?' - 3 - ,IZL; tP - 12 7 y4.(80710NJ: 'KHO, -40A t2'.. ` t !?' - -12- - ..._ ".,.r lT' ... 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J 112' •• 90LO-sa PA ELWTEY FA"11LTAPCONSl61R 70 _-�- n7mtXre ._. IE' ws r a0wLA7F iG550Vr' OeFrL"UXWRr fT U' -=1D 12' f....f2' 12 12' .. 9 1 x IS, 9 f2` - ' 12' 11 ... 10 1.s'72' .,• 4- - '1T" 9. 1J2- 9 5 '2,(80J7DA(1 .:_;"• .. .1?'. "!' �_.. .I1 •'.. t0 ;. I2' 4- - _ 12•.. +49 -600 r.t1', 12' -121= e"'to' iT' P - -.�rJP":73G -we:-1�".12' MOP - II'12- - - - - D(TOPtv_.it to „� iT0 . .1/1'' 9:r ._. .5 : 3;(801R]YJ to 1/2' - - - a (70P) _ S. All 12• - it f?,. 6' r_Ss _ - .4. _ !"•.. - - - 6' - '•t' - J 112 1 .. lo•, J'- Q' 7'. 100 , J'. 'i 12' 12 ;."1J, 7' .. 6 1/2'. - 1. Ilt(90IF04): to*- - 7' - 1]' _ - 1T' 12' - 12' - B If2' - 2. 9+(TOP) - - to, ^' J' e' 7* - 10' -_. . J` - ._ 1T • 6 ]J?•. J 1/2' 'T (Bo17OY) .. - • 10•. 4' e' 7' 10, J' - - 12 •: 7' 6 IA* J 1/7' 2A (3077M 4) - +ka _ZAL . ",io' - d' - !0' - - - t2' - ._ 6 1J12 - J & 4 (70P) - ' 70' J' B' 7• to, J. - - t2' 7' 6 )12*- J 112' J (BOMW +75.0. Willa. ' ld J. e' 7' 10' J' - - 12' 7' 6 I12- J 112' 4 (MMW) to' - B' - to' - - - 12' - 6 112- - 3 (7t7P) 9' J. 8' 7' 9' J' - - 12' 8 r12' 6 1/2' J 112' S (BOROY) 7 IJ2' •`+• - 5.++ _ 6 t12• - - - 6 {BOTTab) 12" f1' f2• 8' - - (TOPJBOAA4 + 094.Y TAPCON ANCHORS OR ALL Powr sax-ser ALLOYKD FOR ++ AIH:HORS SPACM ORLr KWD MR RED NEAR • SEE SHIFT e & 9 OF 9 FOR ANCHORS HYPE & SPAC04 FOR LNSTALLAMW WI0 WOW FRWE B XDJAGS. •• "CUULW ANCHOR SPACWGS ARE YAUD FOR J 112' EDGE Dbi FOR E D. tM DM J 112 . REDUCE ANCHOR 5PACWG BY 11•JLRPtr,%IG SPACAfaS Sha0v ON SCWD41£ BY THE FMLO1tM FACTORS. tUn £ D FOR CA11t-W AWJ(DRS A aCO PANE UAATE IS 2 112, AND J 112• FDR SOLID -SET AACHOR-5}, J.•� `Z:. 446aG� •• F.B.C.j(A'ae High Modly Hurricane Zane) '• J/4' i x J- LONG L4G. SCREWS O d" 0. C. W/ J IA- . ! _ _ 'PMETMMW TO ExIDBvc WOOL -1/4" a -TO ELCYJ )JE!17ER m A(.rLU4It ` .! Cank O. G -00 ©, t . o s• D. c ®'p 1/4" -70 S. -S. BOLrs -a _ - __ _ _ • W/ I. ;,A Mrh. 12001, 0 iC Ill/Jp, A WASN04 '1 PENEM77ON M 4 i T Cont. ^I. 1 I MER NFX:ERi C; r � - t I-. ALTERNATLVE 8 cuss _ I 'per - � z.. �_ k i •e mall O 17"- REUrJJJRlD "Q 0."W/ ? I CfC LOCAIFON P!A WilllO PlArC, - W S7111i � Lin. 614 0-20 S. S. a0L1S • .. J2 'a C. W/ Nur h WASIlM 4" x .125 'Wd TO •TUBE )(C6ik 7 EOBJ-AJz» (v 1!< i . 4• LA4,kRt*rs ALTERNARV£ 10 e- LOW /} x . I' caw W 1.mP mC'M115-i �• a n.. - JrGR[M o a' a c •/ r) t' K,. spm[rR.rICVr i' rj- YI+ Ri 1W ri0aa AACCww +��� D _. Qtff. [31i" m ffi4U � oPEH JnsJ1wN •) � — .• . a (Yt) cnsm+c -1/I" a x J" LONG !AC --E 'S'JEl.1C111TY Afi'TX1.cY _ _ E `. eCW �GfA.O•D.- SrR zn4._ 61 O. C • M. YCL'O - - �9Jfi.tltFMt iw:GUK: I /7Wn. . -• ! j f•EEW -'d` ZZYFJA-!EU •. GF CJOSTINiG�YGOC� , ✓n:TR7R770 E1n$7.VJ•^, / ,. .AYAU ro Qf OrR, RpED: .. � .. 3Y lILYJSJOr'D rlyW IZADER. 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TOP/BOTTOM NQIF FaR couaraAnoN ae sECTraNs ALTERNATIVE 11 a0W1 WALL,/'COWC i1LXWnMG SECRONS CtN.&F ,. COMBINED W ANY 'WAY .70 SWT ANY INSTALIA770N. INSTALLATION -DETAILS ON EXISTING WOOD BUILDINGS NOTOM- 1. INSULLA77ONS ARE ONLY WL0 FOR DESIGN WIND LOADS UP 7.0 +55,0. -72.0 pel AND PANEL'S LENGTHS UP TO 9'-0' 2. FOR WOOD FRAME C0NSML;CllON: WOOD MEMBERS TO BE SOUTHERN PINE No Z, W/ SP£CIRC DENSITY OF 0.55 OR EQUAL. _ = ., �.,, [{,'. •I r \ti,� _ F.B.C./(Non !•a'xrn VelocRy Hurrcone Zane) _ +I 0.050' BERTHA ALUMINUM STORM PANEL La DAAwN or, �' r. :'°a•�``'i� 11LIEC ®I c EASTERN METAL SUPPLY, WC 1uIr OJ -l7a .• Li! TiLLf r TESIWD t ENGRNEERDJS Co., PANY ' OW WENT lStW laXT+'. fi 17}GT P LM aI 6GIl1S JJ# ' �3 .'. . .. ( .' .., cat xa Jeer. Y, a. Am( WkImmm aaaoat a minr+ES( hear (AJS1alW�eM� (Ja9mtl-raft DPmc4NG Nm en. a m cart am r Wv r m "-W B , SNFL7 9 QE 2 JJyy \' WIVER A. TA,P. E "tl' • (-�" _ fldiA71 Litit i. 4[1d7