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HomeMy WebLinkAboutEngineering �[NFRAL„jjoT�s 1.'STORM PANEL SHOWN ON INIS PRODVCT APPROVAL DOCIAXNT(AAL.)HAS BEEN VSHIE0 FOR COMPLIANCE N ACCORDANCE WAIN THE N6JT$1 2007&2010 EDITIONS OF THE FLORIDA BUILDING CODE B.l)MINIMUM EMBEDMENT OF TAPCON,ELCO PANELMATE,CF TAP-GRIP AND CRETE-n&SS4 ANCHORS INTO CONCRETE BLOCK DESIGN WIND LOADS SHALL BE DEN UANED AS PER SECTION 1620 OF THE ABOVE MENDONED CODES,USNO UNIT SHALL BE 1 1/41 1 J/8"FOR ZAMAC NNI N ANCHORS, ASCE 7^05 STANDARD FOR INSIALLYONS UNDER 2087 FBC&ASCE 7-10 FOR INSTALLATIONS UNDER 2010 ABC /A/jNDG SHALL NOT EXCEED THE MARIMUM(AS.O.)DESIGN 09E[1S�SURE RATINGS INDICATED ON SHEETS 9 THRV 1S, 82)7/8'CALK-14 ANCHORS SHALL RE ENTIRELY EMBEDDED N10 THE CONCRETE BLOCK UNIT NO L7d8E0MENT INTO STUCCO SHALL BE Rip 70 U K� NDT L D TIS B a46a �TD AA�MESETW ,(A R S�CACM 0, 1/45-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD SXICCO ENIST,AND I'MINIMUM TOR WALLS WITH ND IN DROR TO VERIFY THAT COMPONEI�1�AND ANCHORS ON THIS P.A.D.AS TESTED WERE NOT OVER S7ITESSED,A MAT INCREASE 8,J)MINIMUM FMREOMCNT bF r/a 0 x d/4'ALL POINTS WU0-SET ANCHORS SINLL BE 7/B"1Nib THE CONCRETE BLOCK.NO IN ALLOWABLE STRESS FOR WIND LOAItS WAS" USED ON THEIR ANALYSIS.FASTENERS SPACING TO WOOD HAS BEEN EMBEDMENT INTO STUCCO SHALL BE PERMUT50. 1/4'0-20 S.S MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD DETERMINED IN ACCORDANCE WITH MAS.2005 STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. STORM PANELS ADEQUACY FOR NPACT AND FATIGUE RESISTANCE HAS BEEN VEWREO IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED-CODE AS PER•ATL REPORTS-IV 1022,01-01,14722-1.01-AND#0878.02-4%AS PROTOCOLS TAS-201,TAS-202 AND 8,4)-7N CASE THAT PRECAST SONE-OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISRRO WALL,ANCHORS SHALL BE LONA TAS-203. SIOUAN FO REACH THE MAIN-STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS NDIMTED ON NOTER IN H.l)-AND B.2)ABOVE, - 2,ALL ALUMINUM SHEET METAL PARELS.SNALL HAVE SO52-1132 OR JOD4-X.14 ALLOY. J ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIADON 800-76 ALLOY dR TEMPER UNLESS OtHERMSE NOTE4 (C)ANCHORS SHALL BE NSTALLE4 FOLLOVBND ALL Of THE RECOMMENDATIONS AND SPECIFICAUONS OF THE ANCHORS MANUFACTURER. A ALL SCREWS TO BE SMNLESS STEEL J04 OR JIB NSI SERIES OR CORROSYON RESISTANT COATED CARBON STEEL AS PER DIN SOON 7,PmELS MAY ALSO BE INSTALLED HORIZONTALLY f01101VING IN5TALLA170N DETAILS SHOWN ON SECTIONS 1 THRU 16(SHEET J&7 OF W/40 kat YT£LO STRENGTH AND 90 Ast TENSILE STRENGTH AND-SHALL COMPLY W/FBC SECAON 241 LJJ,4, 15)EXCEPT THAT HEADERS 2,J&4 SHALL NOT BE USED 8,DO=10 BE ASTM A-J07 GALYA,WZED STEEL DR ATS!J04 SERIES STAINLESS STEEL,14111 35 kat MtMLlINd=0STRENGTH8,IT SHALL B£THE RE'SPONSIB/UTY OF WE CONTRACTOR TO V£fUIY THE SOUNDNESS OF THE STRUGTURF IWiERF S}JUTtER IS TD BE ATTACHED TO INSURE PROPER ANCH0JWt TILLS SHUTTER SHALL MLY BE ATIACNED T)CONCRETE«BLOCK OR WDDD FRAME BUILDINGS 6,ANCHORS TO VIALL SHALL BE AS FOLLOWS:(UNLESS OULERWME NOTED) 8.THE INSTALLATION CONTRAOTOR Is 10 SCAL/CAULK ALL SHUTTER COMPONENT CODES Men REMAIN N CONBNUOMS CONTACT{WIN THE (A) BUILDING TO PREVENT WIND/RAIN 110RU516N,CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LEN01H, TO EXISTIN4 POURED CONCR£TEr - 1/4"0 TAPOON ANCHORS AS MANUFACIVRED BY Lt.W.BLNLDEK(RECULAR OR 410 SS) 1d.STORM PANEL NSMLLA170M SHALL COMPLY MTN SPECS MUCAU:D W 7705 D,4ALVN0 PLUS ANY BUILDING AND 7DNtN0 REGULATIONS 1/4'a OREIE--FLEX SS4 ANCHORS AS MANUFACIVREO BY ELCO CONSTRUCTION PRODUCTS, PROVICEO BY THE JURISDICTION WHERE PERMIT IS APPL£D m 1/4"4V TAP-ORIP•ANCHORB(DERTNA;91UD-CON),AS MANUFACTURED BY-MU-FAST CORPORADON; 11.fg PROGUOT APPROVAL COBUMENt rjA.D.)PREPARED BY THIS ENGINEER IS DENERIO.AND DOES Mr114*0 P1Ktt40E-INFORMATTOP'EOR 1/4"a x 7%8"NAUN ANCHORS CALK-'!N ANCHORS OR E[CO UREEmalo D T mn/e RIAS106ft,WA!'ANCEMA?E'"AS MANUFACTURED A S 9PECIR0 PROJECT A&WERE THE Si E C I D)T14NS DEWATE`FROM THE-AA,O BYptTWER FASTENERS,-tNt:AND ELCb CQNSRI chim.-PRODUCT$_RESPECTNELLY. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE S£L£CRQM'PURCRASE.AND iNSALLATTDN INCLUDING LIFE SAFELY OF THIS 1/4'0 it J14'ALL POINTS SOUO-SET ANCHORS AS DISTR/BU7ED BY ALL POINTS SCREW,, BOLT&SPSOWTY COMPANY. PRODUCT BASED ON THIS RAD.PROWOED HE/SHE DOES NOT DCIMTE FROM THE CONDI17ONS DEJA1LED'ON pas'DOCUMENL-CONStRUCRGH SAFElY>Ar SIX 1S W T:ONTRAOTORS'tiESPONS18tLUY NOTES., A,1)MINIMUM EMBEDMENT ONTO POURED CONCRETE OF 1APCON ANCHORS OR-CRETE--FLEX S94 19 1 3/49 .(b)THIS_PRODUOr APPROVAL DOCUMENT-WILL BE CONSIDERED INVAUD IF,NODIREO. FOR ZNAAC NMUN ANCHORS IS t J/84 FOR ELCO PANE7LLATE ANCHORS IS 1 J14, ( AND FOR CF TAP-GRIP ANCHORS IS 1 1/4° (((bbd)SUE SPECIFIC PROTECTS SIWLL BE PREA00 BY A FLORIOA REOISTERED ENGINEER OR ARCHITECT WHICH WILL ER A,2)7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO 111E POURED CONCRETE, NO EMBEDMENt INTO STUCCO SHALL BE USE OOF THE MAD,ENGINEERSO RECORD ACTING AS AAOR THE ROELEOAM ENGINEER TOETHE A,D.FNGNEERR,SHALIBLE FOR" LPSUBMIT TO PERMITTED. Y14,6-2o SCRews U5E0 SHALL BE I ve LONG MLWMUM SHOULD StUGCO L705T AND 1'MINIMUM fOR WALLS WITH NO THIS LATTER THE SITE SPECIRC DRAWNOS FOR RENEW. STUCCO. o)THIS AAA,SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENOINECR OF RECORD A,J)MINIMUM EMBEDMENT OF 11410 x J/4'ALL POINTS SCUD-SET ANCHORS SHALL DE 7/8"INTO THE POURED CONORCM 140 r PREPARED I7: EMBEDMENT INTO STUCCO SHALL BE PCRMDTED. 1/4'0-20 SS MACHINE SCREW USED SUALL BE 1 1/2"LONG MINIMUM SHOULD t2,such: R MMlUFACtURER S[ABEL SHALL BE PLACED ON A READILY AND WSIBLE LOrATION AT PANEL STUCCO EXIST,AND I'MINIMUM FOR WALLS WITH NO STUCCO. ONE LABEL SHALL BE PLACED FAR EVERY OPENNM LABEL SHALL REAS AS FOLLOWS: A,4)IN-CASE THAT PRECAST STONE,PRECAST CONCRETE PANEL$,OR PAVERS BE FOUND ON THE EXIs1Nd WALL OR noopi ANCHORS EASTERN METAL SUPPLY,INC, PRODUCTRREIVISBD SHALL BE LONO ENOUGH TO REACH TNC MAIN STRUCIVRE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED-ON NOTES At-* 'WEST PALM BEACH R, A,2)ABOVE. ) MWI-140£COUNSY PRODUCT CMR04 APPROVED. PRODUCI'T[ETsT-«FD mcomplyingtvialthoFloddn cccomplyiu6t'+illNho Florida BuiIdinaCode ' t3uiTaiu2 t:od°I g.0 5 2 .j5 AcatArtmcoNo'Z-� 7.0 .0 6 (B)10 EXIS1tNG CONCRETE BLOCK WALL: AccoPt°04 TO J ftl ilon TIA1°O o Rf I/4"0 TAPCON ANCHORS AS MANUFACTURED BY LSW.BUILOEX, (REGULAR OR 410 SS) Bxpit tVolwteo LET !3 - 1/4"0 CRE7£-REX S54 ANCHORS AS MANUFACIUREO Y ELCO CONSTRUCTION PRODUCTS /,,/�-�, By - 1/4"0CF TAP-DRIP ANCHORS(DERTHA STUD-Ct7NJ,AS MANUFACTURED BY TRU^FAST CORNARA170M - BY al,­ uct L.gn�'j MIem1 De oduet ntm� - 1/4"0 2A MAO NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENER$114'0.718'C4LK-IN ANCHORS OR ITLOO male&f-Mold 'PARELAIATE'AS 1Nrn_ BY WER M.AND 4CO ON 1/4' RED 40 x JJ/4'ALL AOINtS SOLID-SEt ANCHORSTAS DISMIILI 0 BY ALL RESPECTIVELY, SCREW,DOLT h SPECWLTY COMPANY\ ~ G NS'�!1 J'pr FLORIDA BUILDING CODE(H1gb V810Cf1y HUTtiCODd XORB) No.44167 0,050"BERTHA ALUMINUM STORM PANEL DAAAWWNAATv 0' ...r....�. EASTEM METAL SUPPLY, INC. t 1 oA°roll Ilfr� ,�'OINc. Tttttt TES11Nd&CNONEERiNO CBMPANY r PA NES w, ttC -• SS NAI GJJ,,1 63!N R JIN ssR�,�6ysat SOGMI aad�wo x s�:ae WLsr PAW eFACN n um7 11-117 1 Aeenn a Tla1p>,-ldto n,,[rmlen-,�'n bRAIYlNQ Re ��"i�fi�it/J1 I EH-oP�BJt& me aeasmv urt Sac» snarrar m WALTER A fittT Jl.A E pe_ 7 7 I R mar I Of 15 ACR70A Ue./4Qe7 . NERMAITRU" 68.5t7'II/tAX. mM7 M1 105.50"&W.OVERALL FRAME WIDTH OVERALL WIDTH z 1 2 3 1 2 3 Gm 6 0 {vz4 5 5 =�' a THERMA TRU DOORS I IS INDUSTRIAL DR.,EDGERTON.OH 43517i f- _..Ti II I' Z Om C FA tl 1i tl "Smooth-Star"and "Benchmark b Therms-Tru°' �� '� �' ;, ;' I; , ii ' Y � II II 11 II it II 11 II i, II 11 II 4 5 T$5 1 / , 1 5 t I I �c 6'8"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS W � � � ' I' '� 5 til l I, E fiV WI&WJOUT SIDELITES ij ti rT T 11 5 , €i ; ;I i h g INSWING/OUTSWING ;I INSULATED FIBERGLASS DOOR WITH WOOD FRAMES " "�1'� ' "' ' " ' ' w General Notes t 2 3 4 5 6 1 2M a 5 6 O � 6 6 6 6 6 6 6 6 6 6 6 64 1. This product anchoring drawing has been developed in compliance with the 2010 Florida DOUBLE W/SIDELITES OXXO SINGLE W/SIDELrrES OXO m `' Building Code(FBC)including the"High Velocity Hurricane Zone".See the Certification MAX DESIGN PRESSURE MAX DESIGN PRESSURE Bch d Agency Certificate for sizes,specifications and ratings. +55.0 -55,0 +40.0 -40.0 g ! a 3 2 Product anchors shall be as listed and spaced as shown an details.Anchor embedment 53W MAX D to base material shall be beyond wad dressing,stucco,foam,brick and other wap 74.50"MAX. a w coverings. 37.E MAX, OVERALL WIDTH OVERALL WIDTH a OVERALL 1 2 3 1 2 3 a 3. Wood screws shall be installed following installation instructions of ANSi/AF&PA NDS 2005. WIDTH 5 5 5 All other fastener types to be installed following fastener manufactures installation 5 5 s instructions. 4. Fastener embedment depths,edge distances and center-center distances shall be as specified b the fastener manufacturer but in no instance shall the be less than shown in 4 j' �` 'I sP Y y f fr 7 t 0.H. 4 '' 5 5 4u 4 this drawing. $0 5 A'i 5 g (A S. Where shims are used,they must be o 1igid IF stitf material that complies with the 5 5 5a 5 requirements of the 2010 FBC. r 7 i 7 5 � �u. ,' ii ii i, i' ii ii ii N 6. Positive and negative design pressure requirements for use with[his drawing shall be determined by others for specific jobs in accordance with the governing code. �} �' '-A 7. Site conditions not covered by this drawing are subject to further engineering analysis. 4 5 g t 2 3 4 5 6 a M 0 4 5 6 6 6 6 6 6 6 6 6 6 z EF TABLE Of CONTENTS 6 6 6 z v° a SHEETS DESCRIPTION SINGLE x DOUBLE XX SINGLE WISIDDESIGN OX a>E 2/2t 12 °z T DESCRIPTION etevat€ons,des gn pressures&genera€nates MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE +40.0 -40.0 sr�: N.T.S. 2 Buck anchoring +67.0 -67.0 +55.0 -55.0MCI , Ix m 3 Frame anchoring CHK BY. LFS 3 4 Frame ancharing&bil4 of materiols LOCK HARDWARE MEG 8 SERIES C cak>rtac xo.: 5 Horizontal&vertical cross Secflan, KWIKSEf SIGNATURE SERIES LATCH N FL-15227.5-68 - 6 Vertical C[a53 sections KWtK5ETStGNATUR£SERtES 780 DEADBOr7 N --'— sr1EET 1 of 6 a. . V. 4- 4" 48" 4" ..r,4" 4" � �4" y 4;•' 4" � �4" ►III' _T _T ►' `MULLION II I I v ►► MULLION I I MULLION ►► b o e g`[V a MASONRY 4 I I SHOWN FOR II MULLION f�I MASONRY 4 11 SHOWN FOR MASONRY 4 I I SHOWN FOR OPENING TYP. I► REFERENCE II SHOWN FOR I I OPENING TYP I I REFEREFERENCE ADHEAOII RENCE OPENING TYP I I ►► a L HEAD 11 REFERENCE II TY II & JAMBS II 2X BUCK—/ SEE NOTE 1 II & JAMBS & JAMBS I I 9 o L o SV 11 I I SEE NOTE 1 SEE NOTE 1 I Ia e �� II ►► 2X BUCK II 2X BUCK—/ it II I� ASTRAGAL I I I I W I I MULLION I I I I 11`SHOWN FOR I I rn Z I I �" I I SHOWN FOR I I a z I I II REFERENCE REFERENCE I I Cd o ,• II II II II II II i�•`• II 11 II �•'`. II II II II �� II II II II o it v DOUBLE W/SIDELITES SINGLE W/SIDELITE ` SINGLE W SIDELITES m BUCK ANCHORING BUCK ANCHORING )SUCK ANCHORING Ca 61 W cxi ¢ m K � o 0 oc 0 N � a a 48" r14., NOTES: r4" DrD . 1. 1/4"Elco Concrete screws anchoring 2x buck require a K _Tminimum I"clearance to masonry edges,a 1-1/4"minimum NII embedment and a minimum 4"clearance to adjacent ,r7 4 (I concrete screws.Substitution of equal concrete screws from a 4 MASONRY I different supplier may have different edge distance and MASONRY o o OPENING TYP. HEAD I� center distance requirements.Concrete screw locations at the OPENING TYP. HEAD V) & JAMBS ASTRAGAL comers,at mulrion locations,and at astragal locations may be & JAMBS SEE NOTE 1 II SHOWN FOR adjusted to maintain the minimum edge distance to mortar SEE NOTE 1 2X BUCK—/ II REFERENCE joints.If concrete screw locations noted as"MAX.ON CENTER" 5i II must be adjusted to maintain the minimum edge distance to II D morfor joints,additional concrete screws may be required to2X BUCK W i g II ensure the maximum on center dimension is not exceeded. `�o m C.) 2.2X buck min.S.G.a 0.55. a a zo o 2 o z Det[: 212111 i N.T.S. ° e ,:.:• un try.. JK m DOUBLE DOOR SINGLE DOOR CNN,W. LFS 3 BUCK ANCHORING BUCK ANCHORING DMWR7D NG.- c9 g FL-15227.5-68 ; g `" SHEEF 2 or 6 s� N "D' 'E' M°N C" 'D' A' o ci N m r` of IN "B' A" >+w = n w �j�-, 43 w 3" PAIRS 30 3"--F-h .n. B a o= w "C" ¢" TYP. y 6 6"" 6' 6' tta u 6 o o d {. 7 1 h 63" 3" 3 TYP. 3" _{ 3 I I L 1 i 5E rAW/2 I it I uE U1 - —1" u'_ii` A W/2X BUCK ii T 9°S '�QA y MULLION TINSTALLATIONULLION pit a w 41 _SHOW pal o o v SHOWN FOR _ ° W/1X BUCK-OW RENCE _ - - wa REFERENCE 9 NSTALLATION?drlX NA W/2X BUCK INSTALLATION JWBS F� &UCK INSTALLATION � - - w U SEE NOTE 1- S o0 o o - 9 /1X BUCK INSTALLATION UCK INSTALLATION d Z �0 TYP. HEAD & JAMBS p TYP. HEAD & JAMBS o SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 - £"� - 4 0 ` ,�i SEE NOTE 1 6 o z SEE NOTE 1 SEE 'o ov ai 16 SEE o I oo 16 16 DETAIL "4" o I SEE M _ a 16 16 - DETAIL "I'. d l � s III oil - 16 ate`` cv� II® SEE 5 r>� IN y Ile oil n4 DETAIL -12 iie 5 DETAIL "2" i g m 12 5 12 SEE 6" Im 1 Wc' w NOTE 1 o "C" <r VIEW "G"-"C' SINGLE DOOR W�$jDELiTES VIEW 'E"-°E" ~VlEW "A"-"D" SINGLE DOOR WJ !D !T VIEW "B'-"B" SINGLE DOOR VIEW A"-A" m SHOWN W/OPTIONAL CORRUGATED FASTOOM DEN/-V(rYP.ACL SD AE M DOOR.IANB 6DNNECRONS} NOTES: W/2X BUCK 2 INSTALLATION ❑ y 1. 114"ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2"clearance to p o masonry edges,a 1-114'mm tri um embedment and a minimum 3"clearance to adjacent B W/1 X BUCK T i concrete screws.Substitution of equal concrete screws from a different supplier may have INSTALLATION a SEE NOTE 2 S different edge distance and center distance requirements. Concrete screw locations at the ❑ ❑ comers,and at mullion locations,may be adjusted to maintain the minimum edge distance to mortarjoints.If concrete screw locations noted as MAX.ON CENTER"must be adjusted to d maintain the minimum edge distance to mortar joints,additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. DETAIL "6" DETAIL '2" m 2. 3116")TW concrete screws anchoring frame and/orsiil require a minimum 2-5/8"clearance to o � masonry edges,a 1-114"minimum embedment and a minimum 2-1/4"clearance to adjacent W/2XSTIN UCK 2 B o a concrete screws unless otherwise noted by concrete screw manufacturer. INSTALLAOZ v dW/1X BUCK Mr. 2 21 12 z 3. The sidelite is direct set into the jamb with(12)#8 x 2 pth.woad screws.There are(4)at each 12 C C o vertical jamb,from the fop down at 13.5,3t ,48.5'&66.There are(2)at the header at 4"fr ] om ISEE OTE 11 1 1 N.T.S. the outside comers of the frome.There are(2)at the sill,,4" M.BT: JK from the outside comers. m CHK.BY: LFS 3 A For optional sidelite construction with staples,sidelite is direct set info the jamb with(4)%6"X 1 t DRAW HG No N 1-314"i6 ga.staples along each jamb(6"from ends and equally spaced thereafter). �ETAiL "1" gEJAIL "4" FL-15227.5-68 0 sHEEr 3 of 6 Ion a "E" woe " IN iR w"VL,$'o "C" 6" PAIRS 30 j`^ oNS A" w o � n 3" 3" NP. �d "N _ o �{ eµ 3- 3" >..I of -5 i L �3"J L.iL I 3" � 3" 3" 6" 1 U a o a I I _ ",_SEESHEET OT3 3 II SEE DETAIL "3" JINSTALLATION W/2X BUCK SEE DETAIL o IW/2X BUCK Aw 3" INSTALLATIONW/1X BUCK oo - _ - IZ g ES LL �I INSTALLATION w¢ - z W/1 X BUCK g o p s R. S TYP. HEAD vai = I INSTALLATION a a a m o S ASTRAGAL II MULLION �+ ASTRAGAL II YP. HEAD & ^Zo 8 S _ SHOWN FOR II SHOWN FOR SEE& JAMBS ci SHOWN FOR z� REFERENCE II REFERENCE SHEEP03E 1 = -�_ - REFERENCE II SEE NOTE 1 - E TF ONLY II ONLY ii SHEET 3 c II SEE NOTE 1 SEE - SEE NOTE 1 II SEE NOTE 1-- a w 16 II SHEET 3 - DETAIL "4" a o SEE o 16 II 16 j¢ _ _ SHEET 3 II SHE 6 3 DETAIL o I 0 16 II ocwi - 5 II _ 16 w� o\ "1,• o� o z 12 II 5 a fn 5 II 5 M� o NO o II 12 SSH ETT3 1 II m r- m "C" "E• 4" 'I O v'I VIEW "C,-"C" DOUBLE DOOR W/SIDELITES VIEW "E"-"E" DOUBLE DOOR VIEW '4"-'4" SHOWN W/OPTIONAL CORRUGATED ix a y FASTENER$MW I"(M ALL } SIMBE TO DOOR dWS CONNECTIONS) 0] i W/2XBUCK 2 INSTALLATION Item DESCRIPTION Material W 1X BUCK STEEL INSTALLATION A 10 x 2-112 PFH WOOD SCREW / 12 1 In C B #10 X 1-314" PFH WOOD SCREW STEEL SEE NOTE 1 W/2X BUCK " C 10 X 1 PFH WOOD SCREW STEEL SHEET 3 INSTALLATION 3 D 1 #10 x 314 LG. PFH WOOD SCREW Hine to Frame STEEL 210 x 2" LG. PFH WOOD SCREW STEEL f W/1 X BUCK 11 U 3 #8 x 2-112" LG. PFH WOOD SCREW STEEL DETAIL "1" INSTALLATION d 4 1 4" x 2-3 4" PFH ELCO CONCRETE SCREW STEEL SEE NOTE 2 5 1 4' x 1-3 4" fTW PFH CONCRETE SCREW STEEL SHEET 3 9 1 4" x 3-3 4" ITW PFH CONCRETE SCREW STEEL " 11 3 16 x 3-1 4" TTYV PFH CONCRETE SCREW STEEL ATTACH ASTRAGAL THROW BOLT M 12 f 4" x 3-114" ITW PFH CONCRETE SCREW STEEL B STRIKE PLATE TO FRAME o D MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI AS SHOWN. i 13 CONCRETE o D 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 C Z o 16 1 4" X 2-1 4" PFH I1W CONCRETE SCREW STEEL 1 DATE 2/21 12 0 a 20 HEADER JAMB 4.656 X 1.25 THERMA-TRU, SUGAR PINE SG >= 0.34 WOOD scaLE N.T.S. 21 3/4- K. PRESSURE TREATED SIDELTTE PAD WOOD 30 712 X 1 X 25 GA. CORRUGATED FASTENER STEEL 1 �e*. JK m CHK LTr: LFS 3 y DRAWING NO.: � DETAIL "4" N FL-15227.5-68 c s¢ET_�L OF 6 0 R:\A-Pmjects\Project Fulders\Proj 1201-1300Vf 1208%RVVBC Dravwngsk15227\FL-15227.5.dwg,5 W 0 M > 0 z -u z 'O eZrl ,0 `0O I ;0 0 nn oc 13� -2S'MAX. OSHIM SPACE NJ NAD 22 0 —30)G3,k8N0SVW 0 K43,1,8NOSWq 1.2S'MIN. 'a<7 Vq08A'NIV4J Wodj'NlVq,.l EMB.Typ. �nll I'M c .0 f^ T x Ou 0 to M 22 > 0 0 17r N0 ;Mv 0 0 (006 Q] 0 r IUD M 0.15 MIN. C-SINK 026 MAX SHIM SPACE 1,15'MIN. EMB. O M 0 ;0 R) On Z co > C 0. ;a 0 Inn eco 3 > 0 '25' mo ;m SHIM=E 11.15'MIN._ EMB. 125°MIN. EMB.TYP. 2 1Q PRODUCT. Doc—nt.Prepared By. THERMA—TRU BUILDING CONSULTANTS,INC, FIBERGLASS DOOR P.O.B..230 V.Irf.0 FL.33595 1 U'l rd RWPhone No.:1113.659.9197 N Florida Board of Professional Engtnaam Ll PART OR ASSEMBLY.• Crtlfi.at. Of Aut X 0. HORIZONTAL& VERTICAL 9513 Ul V) G, N DATE �13Y DO REVISIONS CROSS SECTIONS Lyndon F.Schmidt,P.E. No.43409 0 201 2 R.W.BUILDIND CONSULTANTS INC. n m 62 'm m `W a� INTERIOR EXTERIOR Pn2 5ir�� INTERIOR EXTERIOR EXTERIOR INTERIOR 20 , z^ e 21 12 W 13 13 13 0 �� a ^:,. .•D. 6 ' lb MIN.FROM-1/2- . 2-112"MIN.FROM 2-1 IT MIN.FROM 2-1/2"MIN.FROM 2-1/2"MIN.FROM MASONRY EDGE MASONRY EDGE— –.-�MASONRY EDGE MASONRY EDGEMASONRY EDGE MASONRY EDGE— (TYP.) (TYP.) z (TYP.) (TPP.) (TYP.) (TYP.) o X00 fx E 9y 1 VERTICAL CROSS SECTION 2 VERRCAL CROSS SECTION 3 VERTICAL CROSS SECTION 05E2 a b Inswing configuration Nb OutsOng configuraffon b m U � � � O O O a a r INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR zd ib z_o: a 1 5 13 ^� 5 13 13 n e s:+:.`i �." 'b 2-1/2"MIN.FROM 2-1/2"MIK FROM 2-112"MIN.FROM 2-1/2"MIN.FROM 2-1/T MIN.FROM 2-1/2 MIN.FROM .�.MASONRY EDGE MASONRY EDGE.-+� a 6 - MASONRY EQGE MASONRY EDGE+-� -.�.MASONRY EDGE�MASONRY EDGE�«- gyp) (TYP.) o (TYP.) (TYP.) I (TPP.) 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SCALE: 1/B"= 1° 'o� li IV P`,••'\Sy�.^` m i i�.lo k�'i"-ta o.�tlm°Afw�ie°Fii lvlee wtsr PAW ectaC rt.z7fD7 ORAw/NBT No ✓i s•'•••....: •- ` �� E9-0000718 ms�n rttnirwr Cult ul.x, rcrosnw art EN����'`�� wFLORM u f M.441676 I 0:w-oto 1.1 , _ _ SN£0r 7 OC is _ 9.conk �0 RCRSE 410NCRErE RS SBH O S (SEC Rdff ANCHORS CONCRETE MIGHORS SEE SCHEDULE) `'+� (sEE sGHEauLEi -\ toQD^ 3 Cont. � 3 Cont. 0 0-4 POURED W POURED WCRErr J I POURED W PCONCRElf OURED J qU E I 1 2 REQUIRED I J REDU/RE0 ( J ( REQUIRM W JCont I J J I I vii SE£SCHEDULE FOR 1 l � Mtn.SEPAIUAON 4� ! J 70 CLASS •y SEE SCf1FDUL£FOR J J ! SEE SCHEDULE FOR J fun. � J � tRnL°N YO CLASS 10CJ . SE£SCfdiOUtE fiTA +,W�, // MTn. CLASS IIi RDLJ0-20 °7 TO 1ASS I J � I S J2'�NO Ntn'B I J � ( • � 111-l•D.� })// I i • �dx�� �_(� J G1 J $OLS W yrg�'" ( rvmYNUSrUDA" ( '—1,•+J 4 .. J 4 J �lfd70.vre NUY a I ( o lz•0.C. J POUR I J POUR I J t I J9 CONCRETE _ ..t CONCRETE 0 POUR POUR Cont OR CONCRETE J OR.CONCRETE`• J J CONCR47C J _°LOCK WAIL.W 8LOREQUMED GX WALL t _ OR-CONCRETE a 01 I - i OR CONCRETE d _ REQUIRED I, J J Att ld _ 1 1 �LOUR�L O1' 1.128' . r itZS' - _ 6625' '�'"�'.. I_' J 1" ,J_ CONCRETE ANCHOR 5-t'ont- t 4 it-20 it S CONCRETE ANClIOR (SEE SCHED - MICRETE ANCHOA .CONCRETE ANCHOR r (SEE SCHEDUtfj .8.Cant (SEE SCNEOUlE) J (SEE SCHEDULE) Cont. W/NUT 4, 12. 9 Cont _ SECTION 0 ANCHOR �YALL MOUNTING /NSj'g(/d ri0 �E TION scAtE:J/e•. r BY OUT INSTALL VON SUXQ OUT Jt STALL4T(ON SECTION 3 SCALE:ate'a f' srcriON 4 SO":a/e•>f, t r[Lonuc�•Rer4evmD POUR F,a (F(O°E DISTANCE as casnpt,in"wt,haflodda PRODUCTRBYLSBD GtiNCR£lE I -7/8 x-3 aZ• 371FET5!D&tJ OF t5 BatidiuOCoda tua1dillo ln9wltl1Ih671taddo OR CONCREi / SE SCHfOL2E ON Accryrlarca t2o��'-'o5Z .)S• building L.bdo W -BLOCK WALL WING NFM &xplroiion Dme>�,4T,�a fp AtceptancaPta »O�.O .6( . REglRRED EVERY STUD By, ,I j $ Ir 11oaDate . r2•o c. tU - g °I3 J MLuni DadayA uM Guffiat Mtam Aad' duc Gbntlol 612x^ ' NOTE FOR COMBINATION OF SECTIO 8S. ��•y4V•`•��GE&S� •,;/,l�';� fLORIOA BUILDING CODE(High Velacity Hurrlcana Ione) S cant. YrAtt MDUNANc secnQxs CAN 8E O,OSO BERTHA ALUMINUM STORM PANEL t.O./A° sEcrioN sruo cQMRIHEa w ANY war m sufr ANY lNsrAclanoN. 410.44187 t DRArm BrI �YALL MOUNTING /NSTA ATIO t +�-�� irfrsp, Ct't+LO SdttE;Jfe"=L• e � • 1!L EI C O�t1c. EASTERN METAL SUPPLY, INC. Dare ..x!EaY % 't(1,v°i T"''ESTIN°!k ENOINE£RfNO COMPANY Mr PAW BEACH,A�407 e✓ '`•C�v aue x�w.aau,m a e,.wa tvsxxe mle, I 1-117 OETWE Att OF OIN @ SIUO YAttO atSYi'FOR pie/ j" NC?� io Pease I taaJor !> �t�lkv fr:�+r x, ORAWBtO No irALt MOUNRNe INSTAttrlTlON-SECnON 2(TOP) WALTER A ALUr Jr.P.E. T//ULrlflt4111111A f1OR/0A Lla 44167 r at-ole Ila i - SHEET J OF/5 CALK-IN OR AL r,so 10 Cont. ELSA mol&TOmele CONCRETE AA'CHORS• -.---_E p, CONCRETE ANCHORS PANELAIATf 0 Cf TAP-GRIP if4'F-2O S.S 661CHW£ (SE£SCHEDULE) (SEE SCHEOULlJ E.b. (SEE SCHEOUL'£) CONCRETE ANCHORS HOLT IV/NUT&V/ASHERI (SEE SCHEOUIE ® 12"0.O 1 n )� POURED CONCRETE 1 I POURED CONCRETE '4, I REYIUIRfO i`Q• EQ. REQUIRED 1'41I I• I� POUREDOONCRElE O POURED 4 I I OR.00KN�R�E td I CONCRETE W I I I I I y I LO LOCARON I REQUIRED REQUIREb 4 BOLT Wf I I I I xUJT/J2 SEE SCHEDULE FOR I I 1 I I 1 H 1 ® I 1 I I I Mrtx70 S ON 120,G yl.0-20 x J/4' I I I I I I L75 W 7/B x J/J2' 0 NUT I 43 I I I . ®12"0.C I I d SEE SCHEDULE I ! —n SAM,SEPARARONEE SCHEDULE R I . SEE SCHEDULE FOR `"_v Mt..SEPARATION I ALTERNATE I I I I TO crAss i I c1Ass I, LEO LOCATION I I a g I I I 1 I I Ifr NS Q2' 3 / POURED I 1 POURED B Font. I Conf. I I KWW 7!llt,Q NUT A I CONCRETE q COMMEMI I 7r-- I 12 0.G _-I -OR CONCRETE- I OR CONCRE147 '4 BLOCK WALL 41 _ REQUIRED BLOCK WALL :.. 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TION MING it F"1a00R MOUNTING SST OON 9 SCION 10 SIMM—u _ff$TALL.4TlON SECTION 1 z m0Duc Ttnvlsw SGCE: lyiup,wNillvlAD SCE; mwmpiftwhh1torloddo J/G'- 1' SCALE 3/0' SOLE:J/O'- r' PRODUC'TEtl Ow Flotilla BUIldU1g COd0 Ltui=dhlg Code As�y»`�'t}1U=Inn=)nico3+4i ABMByyxLIxp lcptDPnTa=o Z}.IS AcactanteN0 �Gf$ mni uat Cromro) �t�\\HtStA Tt�TfLLA,, DY n1 Da (uitu= aORIOA BUILOING CODE(Nigh Velocity Humcana Zono) C£asrANCE E �, �js°fE SCHEDULE ON \G NS�•.:+� LC./A0. �ftf£rs ro o LL OF LB} + Q 0.050"BERTHA ALUMINUM(STORM PANEL aRAsm an sloE W Lx BOLTS ARE J arorrJ//Ja«nTtcx a f N0.44 i Lr/re�r:r NFAO LNCHLN£SCREW f�LENO7N Nor£TGA couBRunax OF-SECTIONS: As PER NOTES A.2&a.2('"ta 1) = m EASTERN METAL SUPPLY, INC. as E IVALL/FLC01 0VtINa UOUNRNO SECTIONS CAN BE L PAO BOS RF�Y!. 'c "tNICX ' /f f IL E O'O "a• 42G9 PYESU=AN79 0.£ AS PER NOTES A.2&0.2(SHEET'1) TRLfr Tcsr7NG*ENLr1NCENlmo COMPANY war PALLL GrAtw fL JJeor 11-117 V4 axrJ N.N.J!549611—m'71. t R JJI„ COLfB/NEO/N ANY WAY TO SUR ANY lNSTi=GTADON. .,,4,0,10 F '`.� m dpd fi .O IUP '�`V�,\w PAx. 1- .fay r( NJI-tell =- ........ aRAW/Nd N, dddd�<SSION�ILC ���`°j° W"TLo'�RED"AUU%m.P.E rj AN ooaoe /aa ura :a arrow SNCEI B OP 16 f a a• - CORCREM ANCHORS CONCRETE ANCHORS _ Q-s (SEE SCN£OUL.) (SEE SCHEOULO ! tj4'MI}t. BRICK MWER Y PEN.'I'N 70 r dL{K CONCRETE BLOCK v - - p } d I { 1 dt 2'TO CONCRETE.•. 'e a•. RoEliQcUIREDRED w I ICONCRETEPOURED CY Cot. w I I} I( 2 CannED I - e1 w I oBsmvo I " o 110 ( sf£scHEDVLe FQR } ^a I I I cLAss I i Mr ."whom } —}SEE seHEDULE FOR } . min. ON To CLASS 1/4 oxs'Elco mato it i POURED CONCRETESg PANELMArE NAS ANCHORS ExrsTlNc I I I I } I OR CONCRETE BLOCK STEEL ANCLE LINTEL j ( ( �+ WALL RE{W1RED {SEE SCitEDULE ltTR SFACWO�. AS APPLICABLE ( I DETAIL 2/l I 114!10-20 x In SEE SCHEDULE FOR I } I Ij4a-2O x t• $•SM.S } I MTn.70 CLASS TION '� },, } g } } ( 4 W 7/8'¢x VT,J2' KANVrW 1�0.C I POURED CONCRETE __ BIV01041 I - AR-CONCRf7E I ' _=.',"-''��+-i 1/4"a-Ro x 4' 1 ( A KOCK WALL d t } CP EO } •x BOLTS Wj T ax I REQUIRED 41 } OR CONCRETE I <:•.:I. ,•...(•. J/JZ-WINO:•aur,a -1. } .x } -BLOCK L i I 1 j 4 } } i fe ' PEN"TiON TO I fXI51LN0 } } CONCRETE ANCHORS •.'} CONCRETE BLOCK i' AS{ } } (SEE SCKLV4� � E 1 R 2'70 CONCRETE I APPLICABLE I I CONCRETE ANCHORS,,,f J75' } i i 6 {SEE srHfouL£) }..• .} •� Cont. u"BrORLY REMOYABLf PANEL�1 W/ I I 6 SIOMYALK BOLTS,($EE DETAIL 2� .1. .••�_^+�^__—.- — _ — ( ( RU COM, CO IED 70aC1FASTEN HOLES AT I W B'O.0 FASTENTENED Ar REAR vI @jtvE°rrjLwAti°e"otz + iV9 } } I WALL b'IOUl1/T!N -WTALLAM S us oDucL Rcrlcvt?D •' ! 2' J tf2'•-----{ C-1. uawmydpinawilltlhcFlorida PRODUCCRBWSFLD secriDNs 8uitdn:yCade nvcwnply}ngw1*91081orid0 Max. Marc. ALceptarceNa}3-GSZ— EXTSTLNC sCodo BxpimUarD1104,g,-r--8 Aao}nen00N0 Z- o •,•}_ V .ay SCALE T J/8'=I' pL • BCHE I. �t�� .mit ItanDeta - YEENER f1..aci._= �3 POURED CONCRETE t 41+x8"ELC4 mate 110,19 $ S t Ad act Couttot OR CONCRETE WALLR QU�D (SSW SCHEDULE FOR SPACINCr 101111Mlum Pod roduat C0nlr01 s GUILD[�1»UtT rtfAi�SFAyLLATtQN E D.= EocE olsTwcE S`���"�EVA A!Lrl(1j roBA FLORIDA BUILDING CURE(High VBtDDiEy NurTlQone ZoNB) .7G,LT/4/tY 1 J r(s�EE SCILLroLLE ON �. y L.ajAO. $ttEETs t0&I t of t5) .,; -tiIUEA/�*•• c,f��,. O.OSO"BERTHA ALUMINUM STORM PANEL DRAIYN aY. SCALE':J/B'=1' •^y w rr re -�� 11/1$/Il NOTE FOR COMBINARON OF SECTIONS: )'y ■ C 0'N 4 EASTERN METAL SUPPLY, INC. DATE WALL MOUNINB SWIIONS CAN BE w'U• `} «r �r 42C8 IYL57RR4OS OR. f/ rttttT 7ESttNO d•ENOtNEERiN6 COMPANY WFSt PALN BGCH,R JJf07 11-1 1 T COMBINED 1N ANY WAY 7Yl SUIT ANY INSTALLATION. -* �F aw rLw�0vr,s u�xu tmmt¢upmx A Mr, " Peau r f jN0 t-talo.NV EFUN•g WYLV DRAWING No "� 1�'•. ORID� S�; ES-aWa7t8 ttv.ra arvx+rxr a.n ur.e. aaaormn arc r, •'�44 �� WALTER A fitR✓r.P.E r MO w-ole ++a r a SHEET BOF fb o<pfoLsS'�Q••••••: � `�a� fl0R1OA UO.f 44167 r , tlNIII11111111H1 CONCRETE ANCHORS _ E,D. CONCRETE ANCHORS E:"D. CONCRETE ANCHORS CONCRETE ANCHORS (SFE SCHEDULE) (SEE SCHEDULE) (S SLWEDUCE (SEE SCHEDULE) J E.Q E.0. POURED CONCRETE I I POURED CONCRETE I I POURED POURED REQUIRED EQ E'0. CONCRETE CONCRETE r RE'OWRfO EO. EQ. REQUIRED_\ ..-.EQ II Tr-EQ.-- REQUIRED EQ. I I EQ. - 4 cont. I i —®cont ®Cont I I I 4 Cont I JSEE SCHEDULE FOR I a^ I I w 000111 MIA,SEPARATION I I 1 I I I .-.-TO CLASS I � LSE£SCHEWLE EOR I � SEE SCHEDULE FOR I I - A I I ���iii IArn.SEPARARON I I Mln.TO GPA IRON I I 1 SEE-SCHEDULE FOR I 1 I 70 OIASS I 1 Afn.SEPARARON I I TO coos I i oEraL I I I 11 I I I a I I I 1 I DETA�jz i ��j I I 7/8'0 x J/J2' I I I I I I y I YANG NOT 0 g 11 I I a I 4 .I EVERY STUD I 7/8'0 x J/J2' 0 12'0.C I WINO NUT® '� I a 9 I I 718-0 x J/J2' -I EVERY STUD I 1 3 wEVERY sTrtlu ®r?'0.R I I 1 7754'-0 x J/J2'- I o rz•o.a I I -EVERNUT �D- I �y//BIS I Dont I f 0 12'a Q _ cbnr L I V ur£ANArE cfc I I PoUREa CONCR I f' El�48 I LOCATION 10 ( _ /8 cont I ' REQUIRED I.I APPLLCABL£ -•= _ -- L - .. CONCRETE ANCHORS F D• .--EDGE OF I I - I IWE OF rF I AtUWTr NON (SEE SCHEDULE) POURED CONCRET£� I SLAB IF r" REQUIRED I t° APPLICABLE I I L I I APPGCABL ---_ u POURED CONCRETE ANCNORS� CONCRETE CONCRETE ANCHORS ^ (SEE SCHEDULE) E.D. REQUIRED (SEE SCHEDULE) I I POURED7,10REZE ANCHORS I n INTERIORLY REMOYASLE PANEL T W/ uu SECTION 15A SECTION �5O SIDEWALK SOLTS EE OEr G 2) CONCRETESE£SCHEDULE) CONN Ifb lO�Il/RU 5/8.0 REQWREO r� CEILING & FLOOR MOU TN TNG /j4JSTsiL4�I TIONS AT RE Ai(FLr�0 8"O.0 h fA57ENE0 SECTION I6A SECTION I6D 1NTERR7RLY REM vme PANEGQw/ AT REAR WJ 7/BbxJ/J1'WIND NUT aL SECTIONS I5 D LVEHY srDEwpur Botr. SIDEWALK BOL75�fE aFr z CONN 701Y THRU 8/D'0 sroAL£L J/8° L• CEILING tYC FLOOR MOUNTING INSTALLATIONS HOLES Al"r.0 B°O.0.6 FASTENED AT REAR W 7/B'bXJ%J2°WLND NUT re7s• rp•-soxr ss srBEwALx aotTs SECTIONS 16 PAODUCT RGPL144P8U o EVERY SII,;Mill BBGT. W J 4 5107rE0 READ,FIXED�p SCALE:J/8"a r• n" "Vlyiugwith Lice Florida PRODUCEROVLSBD U B�illdinp Cock f 3- d win 1 In 7 !ORGY REMOY Y[E AWfL 1 We 1 HEY Hoff 0 e•o a Acaptmca No�,!/��S� i5 P Y 8 wtd4 the Florida 7 0 W/I/4=20 NfI7 AY ROW. 1 Pxpiyation Uffia f= f_✓, la Au1 pal t�_ Z.REfrOYABLE L O S D O EL S - onB•aTc` WITH 0 $ adoLoni)ad 4111T1T1!!!lrlr0 , A•TI(4/�!o,•�e FLORIDA BUILDING CODE(High Velocity Hurricane Zone) I I �`OV ••�C GIys '.�/�os LO/A.0. D.= EDDE DISrANGE o F 0 0.050"BERTHA ALUMINUM STORM PANEL DRAWN en I S££SCHEDULE ON 1875 I I r£er rD u n OF r5) N0. "s' rT/Ta/n L E C O i N EASTERN METAL SUPPLY, INC. GATE -.050" I/4•NOCE O 0.0.Q NOTE FOR COMBINATION OF SECTIONS: o•'n /��r �]]+� T PAI REAC,I'OR. �' TILLti lESTINO A'ENOINEERINO COMPANY wfSi PRIM REACH,R JS/O7 MAX.2 - INSTALLATION OF f 4"5A" O (y P mom " :irf�o7oi+"-L�,"rnI `AQ1 n-IcuiJ1Q0 11-117 C FLOOR/CGLINO MOUNTING BECKONS CAF!BE sQ 7P'.'C�J;�O.•.•\�t4A� EB-Oo0B7L8 en,xo orwvnw wre A.Y.H. a,pwnal �rc BRAR'WB Ab LDS (JOTS A REMOVA9L�PA COMBINED LN ANY IYAY TO SWT ANY INSTACL47/ON. o� ss�nNAL�'10\-�v� WALTER I AtQU/r.P. SHEET 7 OF r5 �ranlllll \„�lU 114”Max. GAP 1 1/4"Max. GAP 1 -SECTION- B-B -SCALE: 1/8"- 1" 1 1 1413/6, 14A/6, (WHOLE) pYHOLES) 15,166/7 15,16A/7 BUT NOTCHED 1/4=2Ox f"S.S. EA CORNER 0 IDEWALK BOLTS. AS SHOW/ SEE DETAILS 2/7, 1 2/15. - (WHOLE) III I B .. I. i • ..• } - INT,- 1Q-V// _ _ '• •'0 - SIDEWALK BOLTS(SEE-DEfAlL o - . - - ?.//, 2/14) CONNECTED:T.O(j�FHRU . .. - ---- ------ —--FF6/8'0 HOLES AT 0'0 B"O.0& N •• •• ••:i•. FASTENED AT REAR W 7 8 0x3 32•' . .......... ...... . -- WING NUT®EVERY IDEWALK BOLT. 2.-f 8 ORQ9 OR 014B/6, 14A/6, 15,16B/7 15,16A/7 13. CONCRETE ANCHORS(SEE SCHEDULE) 3" 1MR11n. IMAfIn. PRODUCT RrWrWEiU PROAUCI'RBVISBD as cmuplying with dto Florida POD 1 INFERIORLY -REMOVABLE STORM PARI L Acmptg(eN & yylagwtdllhoPloddn Acecptance t`oL3--S 2 .).5' Building Godo Fxpintion Datoo L.2cl PARTIAL ,ELEVATION �I /r �� r•`- MUAxP t on Data bd SCALE 1/B"_ !" til A. •'.CEN''�91 SF'•, FLORIDA BUILDING CODE(High Velocity Hurricane Zone) p NO.441 0.050"BERTHA ALUMINUM STORM PANEL RABW a9�•� � s� 7 . ORAIYN BY �r / IL. E C O IN1, EASTERN METAL SUPPLY, INC, VArE "eo� •. r!r•� ' 7/LLIF TESflNO dr ENOINEERICN�gaonCOMPANY WES4288 WWA�H J140/ /0/i �nNALE�C?�\\y\\\\ r"e"mii"lJoa EB-000719('OJs7i two 11-117 / ,uY."o t/uanaw a1/r /M Aaa,arnw nur ORAWIND No ////lllff1111111111\N\ WAIMI A - rLORlQ.1 Ua./Ifle7 � SNE[T 9 of fb POURED CONCRETE CUT PANEL OR CONCRETE BLOCK _ WALL REOUIREO 2'x 3'x AW J105 11-14 OR MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s,f AND 6063-16 ALLOY Cann Alum.ANGLE I°lAn. WUN ANdfORS®/2'Q-c CONCRETE c C"oRs ' CORRESPOND,1�1TG MAXIMUM PANEL LENGTH TH V' SCARSDULE �1_0��00• MCI,PANEL 3 1/4'GAP' y 1.000 ' - .. _1 2"K 4"x.115' 7 M1xdfUM APPLICABLE TO J105-1114 OR 6063-76 ALLOY AS.0.DESIGN Mom.PANEL LEN0T11 IJINIMUM SEPARATION SECT/ONS P& Cont.Nm.ANGLE PREZU RATING LSECflONS TO GLASS ANY COMBINATION POUORRCONCREED CONTE BLCRETEOCK IV I tSEEOF AHEM CASE A Plan) IYALL REOUfREO _,.,T � � +65.0, -77.0 8'-0'OR LESS 2 1/4" i THRU 8 SCALE.- 1/4"= 1° +65.0, —77.0 -9'-0'OR LESS 3 11/16" 1 THRU 8 CASE D (Plan) +65.0, —72.0 9'-0°OR LESS J 1/2" 11 SCALE.- 1/4"- 1" +62,0, —73J 10'-0"OR LESS 3 7/8" 2, 6, 7&8 +63.5, —63.5 9'-0'OR LESS 3 1/2" 9, 14, 10 Q u +65.0, —65.0 9'—O"OR LESS J 1/2' 12, 15, 16 YARfFS 6'� II Alox. II I +83.5, —63.5 9'-0"OR LESS 3 3/4" 13 ORUCONCR E B�COECK WUL REDUIRED POURED CONCRETE n I 6 OR OR CONCRETE BLOCK - II WALL-REQUIRED �2.fi00°Mln. ' CONCRETE ANCHORS- I 2.500' aye"' BD'<L 135' IOR OOR \ OR OOR O OR® 2'x 2'x.055'TO ALTERNATE LEO LOCATION 2 Mor. \ 2'x 5'x.055'Cone. ' II Alum.ANGLE OR OR OR® .080'Jfo5-Hr54 SHEET ?J AFETAL Alum.BENr PLATE 2 0 BOLT 4'x 4'x OR 6 i 24'0.C. 3105-N)4 OR 606J-TB ALLOY W/JACKNIII' Cont Alum.ANGLE CASE B .(Plan) CASE C (Plan) Pxooucr aurlr!�.vr:D SCALE. 1/4„ I" SCALE' 1/4"- 1" o+cmnplyin3will,0,ePlotida PRODUCTRBVISBD Building(Aide -comPlying wlrhlho Ftovido AcucPtm'N.I4oL,3 '1� 17uudingCado PacPi.Ton DnroD. CJd' BxplPj1011D 1. n2o .0i( Nu 3 MVD CLOSURES DETAILS �gHrllrrrrn111/1I NhamlDAdc «r,ncoe Mi ID6 a uttbntror wo SF FLORIDA BUILDING CODS(%h Velocity Hurricane Zone) NO.44167 1 0.050"BERTHA ALUMINUM STORM PANEL D MAIL ^1 w I vf61lI e IL E C 0�N�, EASTERN METAL SUPPLY, INC. DATE law�. ,.'L444268 WESIR810s`� oWW P"6EACA R J340Tii, ` ♦ axu x.x a man aax W.I n m.-aa` P WALTER A 6710 P E.N-tall ,n;ao oto a tr�ie.- m.ea onrtmw an ORAWMO Na FLORM Uo./44167 SHEET D Or 16 �i fJM A'S'D DESIGN PRESSURE RATNG (P„ 14) AND CORRiF�PONDING hEAv;'4n A Atlrf+vnn JS�ACI < SCHEDUL& FOR XWEAUAMR2.11V COMMAND CONCRETE BLOW STRT/I"T/IRA'S' AS.D aWvuf MutWY AV0l09S SPAQ�M ro4 C 0.,.a,/r• estC d vAnnmi P.wn g1}LWS SRF J •arGlMe UPCO" GWrl"Lo•ss/ 7A{NO mm CNR-pJ S -ILT CP rAP-CRN PURWALLs PM'LUMir PLUS 410 ss.I~ qw��Mp/ Lxrom a•(ft) = lO W.1rgnC r0 MANNAY to-comal to VASYINRr.ic CAIYRLIr TO 94WMA' M CQ AMUC t0 11"AW lO CAMME TO UUMr To COdV&W M LNSQM TO WAYWETC M AM.-fit' 10 CIMCROF TO 94SAM 70 COMM]7o vA5YA4AY or THEY E. D. EDGE DISTANCE A WA WA WA 4- WA B• /I/A IVA WA 8' N/A J 1/2' _ NIA WA -N/A WA WA 1(fop) N/A N/A 10' 7 1/2' 12' 9' N/A N/A 12' 7' it, It* 12' 7 1/2' WA WA I(607TO14) 12' WA WA WA 1o' N/A 12' IJIA N/A WA 12' N/A !1• IIIA WA WA WA WA 2(fop) 12' B' NIA N/A 10' Y 1/?' 12 9' N/A WA 12• e' 11• Il" 12' 7 W. NIA WA 2(Borrow 12' NIA WA W, 10 IVA 12' IIIA NIA NIA 12' WA it, N/A WA -- WA WA WA J(TOP) ANCyORS LEGEND 12' 6' 1;7A N/A 10' 7112- M• 9' N/A N/A 12' d' I1' It- I2' 7 1/2' N/A WA J(6071911) ANCHOR>?Pf ANCHOR12' WA N/A WA I l0• WA /2' NIA N/A N/A 12" WA it, NIA WA NIA NIA N/A 4(TOP) SPALYNO f2' 6- NIA WA 10' -7112- 12' 9• NIA NIA 12' B• I7' il' 72' Y 1/2' N/A N/A 4(BOTTOA!) REOULIR TAPCON,410 AS TAPCON,CRETE_'P REX SSA• J.0' 7AANC NULVO,OF TAP-GRIP,PANELMAM OR PANELMATE PLUS, 12• NIA NIA WA 10" WA 1?' I NIA NIA -/A - 12' WA If, I(/A WA WA WA WA - B(TOP) CALK-IN I?' B• WA N/A 10' 7112- 1?' 0' NIA NIA /2' e' to, 1)' 12" 7112- WA WA E(80110M) _ SOLO-SET Jd' 1112- N/A IT' WA 8 W. IVA 7111-T WA N/A WA B 1/2' WA If 1/2' WA 1l• WA 9 f/T' WA B(TOP) 1112- NIA IT' WA 5 1/2' N/A 7111- N/A 10112- WA 8112- NIA It 1/2' WA Il' WA 9 I/2' WA 8(BOTTOM) 4075,-63.5 7 1/2' N/A It f/2' WA d' WA 7" IVA 10 1/2' N/A 7• N/A 10 1/2' WA 10' N/A B 1/2° WA 7 00MOOTIVAQ 9'-0'OR LESS WA WA WA WA N/A WA 11' B' 12' 12' IZ' e• 12' N/A N/A B(ICRISO7TOM) 12 NIA 12' WA WA IIIA I?° N/A N/A WA WA WA 12' IVA 12' N/A 12' NIA 9(top) 1' 1. 1• WA WA 12' 9' N/A N/A N/A IIIA f2' II" IT' 7 1/2' 12' 7112- 9(GOMO N/A WA NIA WA WA I(/A 12' B' 12' 1. NIA N/A 12' B' f2' B• N/A N/A II 10 12' 12' NIA WA 1' 9' NIA' WA WA NIA t2' /0' 12' 7 I/2' 12' 7 I/2' 10(BOTWM) WA WA NIA WA N/A WA WA- N/A WA WA ---N/A" WA ', 12• It* WA NIA- N/A fl/A •IJ I'M) - - NIA f%A WA 'N/A WA WA NIA- WA- WA WA IIIA MIA 12- 6' - WA WA WA - Wa 1J-(6027010 12' WA- 12' ° NIA WA- WA -- 18• -' N/A NIA - -N/A TII/A N/A 12' WA 12• WA 12' WA 19(TOP) - 12' 8' I2" #• WA- WA- - 12' 9' N/A WA M/A N/A •l2" 11' 12' 7 I/2' 11' 7 1/2' 14A(OOTTOM)_ - JT' 4112- - 12' 9' WA ,- NIA -f?' d 1/2' NIA WA- WA NIA 12•' -- 8• f2' d 1/2• 12" -5112, I4B(O01f0.1(L /f•f/1' WA 72' WA WA WA I2• WA WA N/A N/A WA 12 WA 1T• WA f2'- WA 12(TOP) B IIT' MIA 12' WA WA WA 71/2• WA 10 1/2' WA N/A N/A It 1/2' NIA It WA 11 I/Y N/A I2(OO1r0U) 11 J/T• WA I?' WA NIA WA 12' WA N/A WA WA WA I2' WA 12' NIA t2' WA 15(TOP) B 1/2" WA 12' WA WA WA 7 1/2' WA IIIA WA N/A WA It 1/2' WA I1" NIA 9112- WA 161(BOTTOM) WA WA J I/2' WA WA NIA WA NIA N/A WA WA 11/A J' NIA J' WA J. WA 169(BOTTOM) It 1/2' NIA 12• WA WA WA 12' NIA WA NIA WA WA f2• WA 12' WA 12' WA 10(top) - WA 1T' NIA NIA WA 7112- NIA NIA WA NIA NIA I1 l/Z' WA 11• WA 9 1/2' WA IVA(BOMY) J' WA 4112- WA WA WA J. IIIA WA WA WA WA 4' WA 4• WA 4' WA I. Mom) d' WA WA WA 1" WA - B' N/A WA I WA e' NIA 6• WA NIA NIA WA WA 2(IDP) pRODI1C'1'REtJL1l'IiD PRODUCTttBVISQD 6' S1/2' N/A N/A B' d' 6' e' WA N/A -6' B' bijWA MAVAg(dMO�M) o7 Complying7villtIl,efluridO0S-MAYingWithVicFladdd sB6R-65.0 B• N/A fJ/A WA 4 1/1' WA d' N/A WA WA B' 1(/A DlulJiug Coda Duild(ng CydO-B•to lo'-o Attcptm,<ct:n 3-oSZf•)5 AcceptmuoNo 2-026' WA N/A N/A 41/2' WA - B' WA 91/1' WA 6If/A pf B' N/A N/A WA 4' N/A B' WA B I/2' WA 6' WA Dy.•'-�'• .� DYWA WA 7l/A WA N/A- WA ' ' ' 12' 6' ' • Mott Con hol MI D OdOCt COnIL01 ````t4tl111l4lI NIIITyTTrA ■REG c lA ANCHOR SPAC/fMS ARE YAUD FOR J I/2'EDGE DISTANCE.FOR E. 4 LESS TNM1 J (RfEpO7 C✓:40-&0.SPACINGCALK-IN ANCHORS ISP�CINO 77SROWN ON SCHEDULE BY THE EOLCO%J/NO TACTORS a\p\\\\\�'�C��.•f�l��T Posn FLORIDA BUILDING CODE(High Yaloclty Hurricano Zone) TOR MOS OPLRArw TO BE.POSIBLE REDUCED�AC/NO OBIAINEO USN•6 FACTOR SMLL NOT B£ e\\4 CEN '/ �� L.C,/A0. COSMOS MINIMUM SPACING INMAIND TDR EACH ANCHOR TYPE AT ANCHORS LEOENO, , •n�-\ SIC•';. u 0,050"BERTHA ALUMINUM STORM PANEL DRAW,On ACrUAL E.0. RECUUR TAPCON,410 SS TAPCON,CRf R£X SS4, No " — J7/Id/)1 LUNG NAILING,PM'EfAµiE OR PANE[MATE PLEAS. GLK-1N SOLID-SEI CE TAP-GRIP •'�?'� u• I L I:C O Nc. EASTERN METAL SUPPLY, INC. OATS 2;� •8d ,75 .7B Zoo o�'• � �� / M� TICCIT lEtSnT/NO A•ENOINEERfNO COMPANY M�p�gEACH,a DS OR. �' .71 .50 - .d0 0'• w' aisa P,�Nwi i Laas)elaw.rn'Ar"N( BiiR lan'117.tme D2twJxe�xo Al 0 ..!'�C��v\•. CB-0006718 ax m1 ulmrwl wE ay.1n axmiax art 'ArAV Al ••••• \\ W FLORIDA it/dht 7 , a0 w-oT6 U,a 1 a - sxfEr 10 of(d IIINIIIIt1H - - MMUKASD D ICN PRFSSYIRII' RATING sf,,) AN�•P N INC MAXIM(7Af ANCHOR' SPACING SCRFDU►F FOR WW"MM INTO CONCRETE AM CO.NCRETK )LOCK STRUCTURF� .ASG�01=4 W=U A(CNORS SPAONo FORE.A-J 1/2'4 - APPLIOW TO pa-119f RDIUAr 7A-CM CRE/E-7LEK SS( TMMC)'WLR! 0UR-LN SWOzSET CF AP-GRIP PAHFUNRS Pp6LLNA1f PLUS 410 SS/APCOV SECDONS it k =,,PARA !{A/M17 C'"C) ro'COACRElE 10 Ap WRY TO CONCRE/E 70 MASONRY TO Cowltere TO guaRRY /O eawwar ro AGSONRY TO CaNCR6/E to MASONRY To CaNCRE/E /o"Ka4Rr 70 COMCME /o WOW TO Ca5CRE7E TO U4WILRY TO CON6RETE TO AA4SONRY ANY or IREYRIX7 LFavnr'L"DL) E.D. a EDGE DISTANCE B' NIA 1 N/A N/A J' NIA B" N/A WA WA 3 1/2` WA 2 112' NIA NIA NIA NIA N/A 1(RTP) 12' S" NIA WA 10' B' M' 7 112' NIA• NIA 12" 61. 9 112' 9 112' NIA WA N/A WA 1(BOTTOM) 12" NIA WA NIA to, N/A 12" NIA WA N/A 12" WA 9 1/2' NIA N/A NIA N/A NIA 2(TOP) 12' S° N/A N/A !0' 6- 12' 7 112'- WA WA 12' 6 1/2' 9 112' 9" N/A NIA WA WA 2(BOTTOM) I'm NIA N/A NIA 10' IIIA 12' WA WA N/A 12' WA 9 112' NIA N/A N/A N/A NIA J(TOP) 12' 1' N/A WA B' e' 12' 7 1/2'. NIA NIA W B 112' 9 1/2' 9' WA WA N/A N/A. - J(BOTTOM) 165.0.-77.0 1' WA WA. N/A 10' NIA 12' _ WA WA .-WA f2" WA 8 1/2' WA WA N/A 11jA WA 4Z'f0P) 9'-0-OR CESS 72' S' NIA NIA 8' 6' 12' 7 1/2" WA NIA !2' 6 112' 8 1/2' g' WA WA NIA NIA 4(BOTTOU) I2' WA NIA NIA B' NIA 12' NIA NIA WA 12' WA 9 112' NIA MIA WA NIA NIA 5(FOP) 12' 4 112' N/A NIA 7' S' 12' 6' WA WA f0" 5" 7 112' 7 112' NIA WA NIA. NIA 5(BOTTOM) 7. 141A WA N/A 4 112` WA B" NIA WA WA 7' NIA 4" WA WA NAA WA _ NIA 6(TOP) 7' 1 N/A NIA N/A 4 112" NIA B" WA 9" WA 7' WA 5' 141A NIA NIA N/A NIA B(BOTTOM) 8' 1 WA WA WA 4' NIA 5 112" NIA 9' WA B' NIA 4 112' LI/A NIA NIA WA NIA 7(IOPIBOTTOM) WA NIA NIA N/A NIA NIA 12" 8• i2° 12' 12• 8° 6" 6" NIA NIA WA NIA 8(TOPISO-K) -MIA 1z' WA WA -WA 6• WA 9 1/2^ WA WA N/A 9" - WA - 'e' N/A - 7.1/2"- WA 7(TOP/BOFTOAI)' 165.0,-72.0- WA WA -- NIA WA WA - NIA _ 12' - -6' f2' - 12" NIA N/A _ 12" -. 6"-' -- f2' B° WA- -' NIA- i!(IOP) 9'-=0'OR LESS - f2' S I/2' !2' 10 112' WA MIA 12' B' 12' 12' WA WA 12" 9 1/2' 12' B 1/2' 71' 7' 11 (80T10d) - 6"- N/A _. N/A• N/A 6" WA B' NIA' f2'- 12" - 8N/A - B' WA - N/A N/A WA -WA 2(LOOP)' WA WA 6" 5 112' B' _ B" NIA NIA 6" 8' 6" 6" WA MIA - -NIA WA 2(BOTTOM) 6" NIA NIA NIA 4' NIA 6- NIA NIA NIA B' N/A 5' WA WA NIA N/A WA 8(TOP) fi620,-7J.3 8' WA WA NIA 4' N/A 6" NIA e' NIA 6' NIA 5" WA NIA NIA NIA NIA 6(BOTTOM) 9'-0'TO 10'-0" B' MIA NIA NIA 5' WA B" WA 8' WA 6 112' WA 4' ,WA N/A WA WA I WA 7(NP/BOTTOM) NIA NIA WA I NIA WA NIA 6' B' 12" 12` 6" 6" ..6" 6' N/A N/A I NIA j WA B(1014907TOM) I.(BOTTOM) NIA N/A N/A NIA NIA NIA NIA NIA 12' 12` N/A WA NIA WA WA N/A MIA WA f l�t oo(t BOTTOM) PRODUCPRBVISBD FRODUrT RC•N6WGU at c0mplyblgwldu1lo Florida ANCHORS CECENb Os com015-iugwith the l'lolido Dnilding Cado Building Code Accoptettco No 0 M06 •eNXlIlUM ANCWOR SPACINQS.ARE VAUD FOR J i 2°EOG£D/STANC£.fOR E.D.LESS TWAN J 1 �• ACCcNImac Nn 13-a Z)•fS nir lion Data o 0/3 ANCHOR ANCHOR REDUCE ANCHOR SPgCINC BY MULTIPSPACIMO LYING SPA NO2 9SHOWN ON SCHEDULE BY R!£FOLLOMM01 C70RS ANCHOR Brpl lIIIBqq (NOlf>M6.£A FOR CALK-IN ANCHORS S 2 1� t✓ MA 11 p tluet Conlro FOR THIS OPFRARON 10 BE PoSIBLEM REDUCED SAAC/NC 08TANF0 US71l0-FACfOR SWILL NOT BE REGULAR TAPLI7N,410 S.S TAPCO4 CRETE-RIX S64, J.0' py�r�.t�.-, /'7 i.�;n_�LESS TWIN MFDMUM SPACING INIXCATEO FOR EACH ANCHOR TYPE AT ANCHORS CECEN0. 7ANA0 AA'rUNC CF TAP-CREAM PANELIAATE OR PANELAMIE PLUS g�1og11 po aduct L•gdTO{ FACTOR CALK-IN NN111t111rA 2,5^ _ ACItW.E.O. REGULAR 7AF'CON 410$S TAPM.CRETE-AIX 8S4, ZAMAC NARWO,PANEEEAATE OR PANELALOTE PLUS CALK-EN sou0•�SEF CF TM-GRIP soup °°°° '(- /� <e J.5^ FLORIDA BUILDING CODE(High l/eloci(y HNT(icane Zone) J' .00 .75 .78 1,00Np* a .. z•1/r .71 .50 - so `��N`scc.:✓�� 0.050°BERTHA ALUMINUM STORM.PANEL L a ° DRAWN BY, 2' .50 L ECOm.. EASTERN METAL SUPPLY, INC. DATE ►ILEA TESNNO 44 ENCS cmc COMPANY WEST AW CN,68 FL J5407 ��O Ct w eses g,tA N sL .. 4f vxca•A j ,,R.Jn6e 11-1 I7 T ly vAe..ea(444)e -lard.rm A ryayen-ten (A° �)?Q P` �` FO- 0006718 wn:Rl ,R air 1r 4A, atcAargv yU ORAfS1N0 N0 '•�4,Illy/pN Et °° W LOWAi Ll.L A.P. 1 my OS-076 !t 19 t ; - SHFEF 1f OF 15 • ranmlltltA - - - - 433'0.0.x,qqJ4'LONG BRASS f 4'0 LAO SCRM RUSHING W/1/4'0-20 x / 2'A S S AA 0 12'a s 6 8'0.C.IY/1 1/2"Alin. 1/4'0 UR SCREV75 FOR SPANS UP TO S'-0'AND THREADED P£NfTRAHON "6. O.G W/1.1/2°Min. O 6°G C.FOR SPANS UP /•—TO EXAsnNO WOOD HEADER. _ INREADEO PENETRATION TO 9-0-Alax,OR 1/4' rl ('TO EMSNNO WOOD HEADER 7/4'O.IAG SCREWS 0-20 fLCO mole//emote 1 O B'0•G 1Y/1 1/2'Min. PAN. O 12'0.G W/ 1THREADEDPENETRATION TO 1 7/8'Affn,PfNATRARON EMSRNO WORD HEADER. F0/7 SPAN UP 70 D=0" -T —Q cont. si I 3 1'0.0°V Nur I RASHER I cont. WOOD NEWII 'OI � R REWIRED REQUIRED t I • o �, I � rte;•:., ,•• i SEiEEa.cIgowr/%4 I strstirrr0ut[Tav I I 4 REQUIRED ov DER __ In CLAM I HszTO&A noN Con(. - - , ••,°::• I It SEE SCHEDULE.. _ WOOD HEADER FOR Mln. REQUIRED I 1 SEpmr/oN I Y: ALTERNATIVE 5 i TO cuss MLZ' NATIVE _i SEESEPA IT FOR Mtn. ro GLASS(ON I d I a I 1 I ALTEEft T/VE Nc I l solu0-m•- _ _ _ I _ _ ' =,P M/DWIDIH OF PLAIE �.r - /. 5"_- .- •a S.Conk.:90LTS SS "- 433'-0.y0.�/�x 834-•LONG BRASS WO D 0 BUSSHINS]w M .L0-20 x S.O 6 O 0 24'0, NUT PWD C. 0'1 G OR 'UP T '-9' 9 Conk REO IREO O 72'0. PLATE FSPANS RED AND 0 6'0.C.FOR SPANS UP 1/4'O(g0-SCREIYS TO 9'-0'Mom.OR 1/4' 2'x 4'P T A4 6'O.G W/1 1/2' l/4.0 MC SCREY41 0-20 ELCO mala Iemate E WREO 4 PANELAtATE O i 0.G W/ Mln.fHRFA0f0 pENkTRARON ' B'0.G W/ 1 7/B'fA/n.PENEI0 C. ®MIDWIDTH OF PATE AlM. THREl0E0 PENk7RiRON. FOR SPANS UP TO 9-0. 0 A(IONOTH OF PLATE A_LTERNATI.VE 2 -ALTERNATIVE 6 PRODUCTM;NCw13n 0 wmplying wlih the III ALTERNATIVE 8 Building Code A-Cplonry No J_3-o 5-`L 1.15 saSWMLL MR I WALL MOU1NTIW INSTA'LIATIONS earimltonD:,re�g o Lr8 mom A{I PRODUCTRRVISED I �114'0-20 I t SEGTIONS�A SCALE:t/a"a t' mn1D0A urt ntrol naeamplylugtv10t1hBPlarld6 6oSS.- NOTE FOR COMRINATION OF SECTIONS: BulldingCodo '71610 x J/32' I AccaptenwNo 02d9 D( AND NUr I WALL MOUNT7NC SECAONS CAN BE COMBINED IIxpir ttonDBloc a O 0 12'D.C. I IN ANY WAY To SUIT ANY INSMELATION. INSTALLATION.DETAILS ON EXISTING WOOD BUILDINGS �''��_n I MI iDa m uct Cbntro Pi • R Cont. "\P7jIIIBwtIA. rr(<42° � FLORIDA'BUILDING CODE(High VB1ocRy Hurncone Zone) NOTES. J,.•'''�CElII$' doo` LO/AO. I. INSTALLATIONS ARE ONLY VALID FOR ASD DESIGN PRESSURE RATING UP �' F•'•.�o' 0.050"BERTHA ALUMINUM STORM PANEL DrawN BY: 0 LAO SCREWS TO+65.0, -72.0 psf AND PANEL'S LEN07HS UP TO 9'-0' EXCEPT AS NOTLO. 2'x 4'PUT 6 B•0.G W/1 1/2' - II/f8/t t • £UlRED Min, THRE40ED PENETRARON 2.FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN? EASTERN METAL SUPPLY, INC: DATE 0/AID07DOt OF PLATE. PINE No.2, W/SPECIFIC DENSI7Y OF 0.55 OR EQUAL, o /` ,L •y�;1 �L G C O INC. ! TlLLIf TESTING&ENO/NEER(NO COMPANY 4288 WfSiRCNOS DR. WEST PAW BEACH•/L 33407 L> `,eurN�n 3au at s.am raamnvt 9 n ml4a 11-117 !• P R w Pf n,(✓a+k)68-00•r,f00s 7f-w)r DRAIWNO No s a" E9-DOOB719 m:xl 0rfmrtxx art nr:x. anxwm ALTERNATIVE 3 ,'cF •.�ORIO,?,:'��e WALTER A RLUT✓r.P.E FLORIDA!!0.d 44!87 I oto 03.078 SHEET 12 OF 15 I/INIlr111111N\ ' WOOD TRUSSES.OR Imaz WOOD CROSSES OR RAFTER ®24' F•REQUIRED 0 24'0.Q-REQUIRED FQ EQ 00 EQ . 1'x 4")e 1/8" p 14 x J/4 Min.(6063-T5) I'x�4'x Ila" 5 S.S IC.0 S.• Alum.TUBE W/ gg 14 x JO" rya _5�/� �Q SCREWS 704e Afh (6063-TS) ®6° BnL I C��SCREW vo4" 5.S.S 4 EACH JOIST. AT UIDW/0TN OF Cont LOCATE SCREW SEC Soxmir ron I EximG((,WOOD ArAIMAOTH I EvSRNO WOOD F TO G/.Gas I I NOYANALL i%FuliR MEMOER((2°J,On. I _ W/2//2'MM. SLE saeauGE roR 1 N0.NlNAG WlDIH) 1 THRF.IOEO > s I W/?'1/2'I.Ert. PENETRATION. MREAOED PEnErIr47101LALMMTME 9 ALTERNA�7'Il/E 10 1 I .0qt I 1(Nx♦WISN /° 7/0 x J/J2" /"RdO-TL2'D®S 3x/ 8 II V/OL TS /WNO NUT® WN0NUf 2'x 6' I 7/B6 x JIM"' EVERY STUD t2'O.0. WOOD DECK WNG �N7; NUT re 12C I WOOD DECK REQUIRED 0 TNOVQSTUD 0 BUNDH RCALLOW ) IRED I - ALLGWED) Cont. '�•• _ - ei.. �u -T a. 0 UC 9 Conti T/2'_MIn_•06 TNREADED - 1/4"0 too PEA�ETRARON O MIOWIDIN 2'x.4'P T SCR)�EYJS 0 6'0.C.6W6/ r/4 O'IIAC SCREWS 1/4'6 LAQ SCREWS E UlR£Da OF MUTE. UlRED :� PEITE RAIfION 0 MIDaWlDIN .R..P�NETpA1/ON.AIIn O-0°o.n W/T 1/?MIn. OF PLATE 7NRFADEa PENETRATION. ALTERNATIVE 9. A TERNATIY� 11 LTERNATIVE 12 K ALTERNATIVE 14 * VALID FOR Max. A.S.D. PRESSURE RATING OF+63.5, -6J.5 psf, CEILING & FLOOR -MOUNTING INSTALLATIONS WAU MOUNTING INSTALLATION SME:1/4"d 1' SCALE: 114"- 7* PIL0DUC7r REWYED PRODUCTRBVISBD a awmPlyingwillahoPlorld¢ a,mmplyingwilhth0FlOdde NOTE FOR COMBINATION OF SECTIONS: Building Codc Sadidlaig CudO Acceptonce.Nol o 21.15 AecoplwtwNo 2- 2O ,06 WAtL/fL00R/CEILINO MOUNTING SECTIONS B£ BxpinwonDatoo. c� P/ tlonDaloO INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS , tp C011 111D IN ANY WAY TO SUIT ANY INSTALLATION. %91 J/ / ,D}• 1 odeW luct(.o—ultcoll/y '""n^t D aduct Gbnhnl \```1111111111111/NIJ/J/r ' A. @• \'-,. J' ve FLORIDA BUILDING CODE(High Velocity Hurricane Zone) Notes: 4, �\CENs'...i 1. INSTALLATIONS ARE ONLY VALID FOR A.S.D.DESIGN PRESSURE RATING UP NO F ''A 0.050"BERTHA ALUMINUM STORM PANEL VRA N 6Yt 70 165.0-72.0 psf AND PAN . EL'S LENGTHS UP TO S'-0, EXCEPT AS NOTED. rr/rs/It 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN �' EASTERN METAL SUPPLY, INC. DATE PINE No. 2, IV/SPECIFIC DENSITY OF 0.55 OR EQUAL. 'n 1/lel g 'L ECO 1 N c. 426e tvEsraa+Ds OR, S pp••,/,Ly ''R' TILLIT TESTING&ENGINEERING COMPANY WEST pALN BEACEL rL 33,07 C n �4 e" ws Rw.xY sr s n wx na ww a m,ee T T-117 ��° ••,,QRIDn.•'..\�4,a" °Lm.,(JO>y!N-,NO.r,(]0.f eTl-/ll7l °° Sf WrcAEBSHDEREAT WTNJO ONFo P.U%1+,76 '/!V a !S 1�� -1 7/B'Llln. 2" EXISTING 1//4W a"ELCO nate PfN L770N Moir BRICK YEENER PANfUJATf NAS ANCHORS 114' LAO G!/�2 O,C.W//1 1��2' SCREWS®B°O.Q w/ 4'x B' fN)EXIsnNO J 1119>11READEO 19UIRYIW0 INTO WOOD HFADFR. 1 1/2'AVn,TNRFADED 1/4' f40 WOOD BFALI REOWREO. PFN£TRAIT TO EXISTING SCREWS®B'O. STRUCTURAL ADEQUACY VA700 HEADER. ! 1/� M7n.THREADED OF EATSRNQ WOOD 77--^^•• PEN£ Ink TO EXISTING BEAM TO BE MnRED f WOOD HEADER E R ROMPED H E67 PRIOR EER !! TO I.M.INSTALIAfiON, — 'Py c t - 11411 S.S.IAC SCREW 11` 6g ' ®4"o..W1 r f/2'M!n s HEADER-'II i _•,(;� - NS ,l I 2 COAT. 1 i 2 Conf. THREADED PENETRATION I ...®Cont REQUIRED 1 Linf I I ST ELNANGLE LINTEL I • I AS APPLICABLE I WOOD HE VER I WOOD HEADER SEE SCHEDULE FDR I 4� I i REQUIRED MDT.SEPARATION "� I I I J', SE£SCHEOME To atAss I �y ISE F�H414. I - - SE FOR AVaSCHEDUI£" SEPARARON FOR M& ALTERNATIVE 15TO GMSSI I S70�� SE AM77OON $ ro GLASS NAA . DETAIL 2/I6 I I I �• , u I q I e / r'4 0-20 S.S. I 714 C x J/J2' I BOLLS W, a 7/Bv x J/sz" I a I s I WutO Nur 7/6•0 x J/sz" WING NUT q Y. cont 0 12'0.C. I WlNQ LYUr 8 EV,12" U0 I PRICK S I 4 _ I ®72 0.C, 0 J2f-O.OC. I 2k4"- BRICK SILL- I , -� _ I i -ALTERNATE LEG - i -LOCARON� 6• -fNS7WI0 A4 I - _ C. 7/4'9 TAG y�j 1773' I• r 7IB`M/n, `� APPU07B[ S - - - CREWS 6-T O. 4 .Y//- y 2• PfNETRAfiON. I 2'x•4'.P If 1 I/2 dffa THREADED $CRLWSx®6 0. C,w/ Mi°' I U/Rf0 PE E/W1nON®ANDW/DIN . � 2°x e" _ non OF PLATE ®M)DWI 32; In PLATENETT •!/9 0 S,S.!AO SCREW I 2"x 4'P VA700 DECK —2' J.80D' UIR60 INTERIORLY RfFfOYABCE PANEL\1 .1REQUIRED ® //2`a..W/1 !/2"AVn. AI°x-' . I (NO FINISH nIRFA0f0 PENEr TION FXISBNG SIDEWALK BOLTS EE DE AIL 2, ALLOY/ED) _ALTERNATIVE 16 * Cont, CONN TED'POk 7HRU 5/B 0 2'x 4'STUDS ®16.O.C, fax.REQ'O ,fI LTERNATIVE 1 SA* HOLES AT 11 .6I&MIMED EX/STING M.. T/P'PLYWOOD EXIS71N0 AT REAR W 71 %3132'INNG NUT 114'0x8'ELCO mole PANELMATE REDO rTYP1 W/FASTENING BRICX SIGI 8 4'0-20 x Je' ALTERNATI E 16P* ®EVERY SIDEWALK BOLT. TO STUQDS AS PER BOLTS W/7/B'k NAS ANCHORS iJ 4 1/2'O.C.TO SECTION 2909 OF THE J/jp'Me NUT CEILING & FLOOR EA757/NO PLYWOOD SOUnI TL BUfCDiNO CODE. ®12'0.•C. pRODUC17RBN98D L MQj/(y1TING INSTALLATIONS MOUNTING IMSTALLAT/ONS ALTS �V£ 17 * as complying withUtoPlo✓ido d 1' BnildfogCudo SECTIONS W *VALID FOR.Max. A.S.D. DESIGN PRESSURE SCALE: 1/4" *VALID FOR Max. A.S.D. DESIGN PRESSURE Aa ptonooNo 06 SCALE. 1/4"— I" RATING +63.5 —63.5 psf. RATING t6J.5, —63.5 psf, Axpit tfun 0o1 0 o Id BUILD--OUP INSTA nr �l STALLAT/ONS VALID FOR PANELS n USED JO/N_TLY NOTE FOR COMBINATION OF SECTIONS: SCALE": t/4"_ LgjION Mf ansa uciContm, �I/TH INTERIORLY REMOVABLE?AN�L:S n . WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. " INSTALLATION DETAILS ON EXISTING -WOOD BUILDINGS ap��\���1 A'rTl��� ,deo FLORIDA BUILDING CODE(High Veloo8y Hurrioone Zone) NOTES: pRODUCC RENEiWL�D ,.%' �C CN I/ p LO./A.O. as complying wiDt the ptorida d :' �• SF'•.,'A d 0.050"BERTHA ALUMINUM STORM PANEL ARAwN BLt 1. INSTALCAHONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING UP as co os inAe TO+65.0--65.0 Psr AND PANEL'S LENGTHS UP 70 9'-0. EXCEPT AS NOTED. A.piaite t`gt I3-GS1,1,jj 1l/tBIli °"D°`°° "X18 a r /► EASTERN METAL SUPPLY, INC Dare 2.FOR NEW WOOD FRAME CONSTRUCT/ON.•W00D MEMBERS TO BE SOUTHERN / L/ ` // I L E C O I N C. PIN£No. 2, V//SP£CIf1C DENSIrY OF 0.55 01 EQUAL. By .iL•^-� -��. -c7 / 0 4288 ui5rR0ADs OR STIR TILUT TESTINQ&ENGINEERING COMPANY Mlami Dads nxln°t Gmirol w Ap'• A. OF Wfsr PALM PEACH,LL.JNo7 ' ,o esu ritr,J n m.Ow rw au n,ince 11-117 "•O T .,C Q,.:'S� PAon°+teoajBn-/Ue.M,r009 aH-tAfe -W WWW!To Q I;IU `4 "� EB-0008719 m:w uttnner wtt itr.x, wawnav tort �w WALTER A DUIT Jr.P.E. Aro-ore l tIs t a - Aye S'/p"•"(�N�' Oho FLORIDA Lro./44167 t SHrfr 14 OF 18 117Aaunn,n - - - . '. 114'0 S.S.LAG SCREW I/oil SA LAC SOW®d`o.o,WI I/2'M(N, 0 4•o.o,W 1 112*1.411. THREADED"PENEIRATION -I-ALTERNATIVELY, TRACK®MAY BE ATTACHED -/ 7U HOLLOW CEILING AS PER DETAILS SHOWN THREADED EFRATIOH •x 8"(Mrh.)EXISTING ON ALIERNABVE 9A,SHEET 13 OF 15, 4"x B•(ARn.)EMSRNO WOOD BEAM-REQUIRED. £ WOOD BEAM REQWRE77. E STAUC7UR7L ADEQUACY STRUCTURAL ADEQUACY OF EXISBNC WOOD OF EXISRNO IWO 11410 S&LAO SCREW _ awf TO BE CERBRED 11410 BLAU TO BE CMURED ®4'o.o,W11 1/2•MIM BY REDIS7EOVAR CHEER S.S.WO SCREW— 8Y REGISTERED ENGINEER THREADED PENETRATION E Q OR ARCHR£CT PRIOR 0 4'o.o, IV/1 I/2'Mw. E E OR ARCHITECT PRIOR r 1 70 SHUTTER IWALLA710M ('I"m IHRFAOED PENE7RARON TO SHUTTER INSTALLATION. O 0 Cont 4 I Cant. I I i Conn SEE SCHEDULE I �, I I I FOR Afln. I --�1 o- a-1 T SEE SCHEDULE SEE SCNEOUL£ S C SEPARATION 2 Qt FOR L//n. I 1t� I EXI,S,IINO FOR Mln. I 1 SEPA ROM- SEE SCHEDULE 1 G""'•' SEPARATION TO GLASS I TO CUSS I 'LI SEMR PALfATON I CLASS o DEFAIL 2 TO CLASS 1 i 1 I I 1 1) I OET.VL 2 I 1 I 7/8•0 x J/J2• - I 718'o x J/J2° I 719.0 x 3/a2• 1 7�9•a x J/J2" ' WINO NOT A Y/ING NUT® Y�8 IWNG NUf® W/N.NUT O �8 EVERY SIUD EVERY STUD Ip EVERY SND 10 EYERY SIUD 0 12°O.C. 0 12.0.C. Cont 0 12.O.C B ®/2•D.C. I cont I tbnt. I B ALTERNATE_ ALTERNATE T. Cont L.- LET LOCATIO I - LEQ dOCAHON� ' t Ne• LGa= - /.rsa r. 2.•x6• _ T'x9• 2'x8• 2'wB• µODD DECK WOOD BECK - r REQUIRED _ !• RfQ!!lRED - r• REQUIRED PT : RFAU1REDINTERIORLY REMOVABLE PANELQW/ IMERIORLY REMOVABLE PANEGQW/ SCREWS 0 2'o.o. I/4 0 UO SCREWS 0 4'o. I/4 J UO SCRkT'IS 0 2"o.o. ODEY/ALK 80L7S SEE OE,1,2) SIDEWALK 8OLTS�SEE DEfA�1jL 2) W/1 iJ2•MIN.THREADED PENETRATION W/I i/2"M1N.INRE%10E0 P£NE/R4RON {Y/I !/2'M1N.TNREAOfO PENE7RAT/ON CONNF,ELED TO 1�TNRU 5/80 114.0 LAG SCREWS 0 4 112•o.o. CONNF TED TO(t�THRU 6/8'b HOLES AT f 0 B"0.0&FASTENED W/1 112"MIN.THREADED PENETRATION HOLES AT I 0 B•O.0&FASTENED AT RM IV 719.OxJ/32'{f7N0 NUT AT REAR 11 7/e'001J2'{HNC NUf 0 EVERY SlDEWAWK BOLT. 0 EVfAY SIOEIYALK BOLT. ALTERN-r/VE 19AI9A ALTERNATIVE 198 ALTERNATLVE 200 ,ALTERNATIVE 208 CEILING & FLOOR MOUE MO INSTALL MONa ruouuCT xrNFVn o CEILI G & FLOOf? MOUNTING INSTALLATIONS SECTIONS 19 w emnplym8 wild 0.0 rlo,id,, hL—_ �panlTu1111 SCALE. ! S I• TTalldinHCGde .SECTIONS-20 FRODUCTRUVISGD ++ '(GSA• / A auc P.n 3 a 2 + - .. � ' L )7 SCALE:T 4"m 1' ++ Bx' ion Unle0--70'T •ya / Dv dnPTnB LvLlhlha l+(oddn tee+ •••'\,\C PNS••,�;!• 18 8 L7odo S len• 114-20x1'ss uoawAtxsoG7s A�DuOrcoNo 2. 20 .06 11 W4/J1�4'SL0NE0 HEAD,f1XEo �T �^�_�•—=, on Dato o y o y 1RH'PoORLY REMOY LE PAULL� VVI cmurol I3 m IRRU KEY!IDLE��7 o B'aC }; a •, 7 w/I/4=20 Nu li REAR. 1 NOTE FOR COMBINATION OF SECTIONS: +�I D odocT Control p / wo Ox J/sz• REMOVABLE - 'O ! OI ro °'a 4 I I P�fk FLOOR/CEILING MOUNTING SECTIONS CAN 8E INSTALLATION DETAILS ON EXISTING WOOD BULLDINGS o�,�;•,��p�iD :o ' COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. o _ I I AIA L EN�\r•�++++ � I I °j°LfIgLUITil1ILN���+ '4 FLORIDA BUILDING CODE(High'Velocity Hurricans Zone) I I NOTES: L.c/ao. .1676• I I 1. INSTALLATIONS ARE ONLY VAUD FOR A.S.D. DESIGN PRESSURE RATING UP 0.050°BERTHA ALUMINUM STORM PANEL DRAWN Says TO+05.0•-85.0 psf AND PANEL'S LENGTHS UP TO 9'-0', 11/15/11 —.Oso s HOLE o'6•as EASTERN METAL SUPPLY, INC. DATE Z FOR NEW WOOD FRUIE CONSTRUCTION., WOOD MEMBERS TO BE SOUTHERN I L G C O INC, 4a69 WEsr/toAos SR. DETA� 2 . (e(��4 ATi fnu Qf i�4yx1 n PINE No. 2, y//SPECIFIC DENSITY OF 0.55 OR WYAL, TILLIT TESTING k ENOTNEERIND COMPANY µp7 PALM ES=BrAC1R J,. 11-117 SIDEWALK BOL A REMOVABLE FA E eu° ::�ha+Jeii"-ra'to.�iwM(xf 71-fail B GRAiWxa No EB-0006710 nv.,n m°avnas ous uxw nxsrnerr wrs SCALD 1•-11 WALTER A.RLLIT"..P.F. 1 a0 w-ole Y2--'-' fLORlDA Uo.d 44167H SHEET 15 OF 15