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HomeMy WebLinkAboutNotice of Acceptance MIAMFDADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %"Yu niiamidad&go lbuiIdinn Eastern Metal Supply,Inc. 4268 Westroads Drive- West Palm Beach,Florida 33407, SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050"Solid Bertha Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 11-117,titled"0.050"Bertha Aluminum Storm Panel",sheets 1 through 15 of 15,and IA of 15, prepared by Tilteco,Inc., last revision#1 dated November 15,2011,signed and sealed by Walter A.Tillit Jr.,P.E.on November 23,2011,beating Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by Miami-Dade County Product Control Section. MISSILE IMPACT RATTING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS- 202,and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0209.06 and consists of this page 1,evidence submitted pages E-1,E-2, E-3,E-4,& E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Relmy A.Makar,P.E.,M.S. A ? � NOA No. 13-0521.15 'RoMiAMtDADECOUAITY '% t.�'_. ; j.' Expiration Date: 08/07/2018 Approval Date: 06/20/2013 Page 1 GENERAL NO'S STORM 1• ACCORDANCE WITH THE 2U7SHOWN ON 4(5 h EDFRON)F TTHENFLORIDAA BUILDINGDOCUMENT DCODE,TRAS HISNSTO VERIFIED NEL COMPLIANCE BErINSTALLED AT NOTES: HIGH VELOCITY HURRIaWE ZONES(MLWI-DAVE/I ROWARD COUNTIES). &I)MINIMUM EMBEDMENT F TAPCON ANCHORS,S.G.TAPCONS,ELCO PANTSMIATE,ELCO TVAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 t/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 F THE ABOVE MENTIONED CODE, B.2)^-3/4.0 SOLID,SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUREB BY THE JURISDICTION WHERE THESE SHUTTERS WILL.BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 PRO AND SHALL 1/4"0-20 SCREW$USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM(A-SD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2; 7,9 THRU 17. WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE,CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-70 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTTPLYTNG THEM BY 0.0 IN ORDER TO ENOUGH TOO SNG REACH THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX.(AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2.7.9 THRU 17. IN B.1)&8.2)ABOVE, IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS RE.D.AS T£Si'EO WERE NOT OVER STRESSED.A 335 (C) TO EXISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHEETS 12, 13, 14&15.ANCHORAGE SHAH BE INCREASE IN ALLOWABLEF FSS FOR WIND IN WOOD.O LOADS WAS 11M USED IN THEIR ANALYSIS,A DURATION FACTOR CD-1.60 WqS USED FOR VERIFICATIONONF FPERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER,STUCCO OR ANY OTHER FINISH. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RE51STANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (0) ANCHORS SHAT.BE INSTALLED FOLLOWING ALL.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS 111 0321.01-05.#0612.01-05 AND 8 MANUFACTURER. 0119.01-06,PER ASTM E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES 1. 2 AND 3; MISSI62.11.1E MO&2.1.2 F MOTE ETIO99��AND FAR INSTALLATION AT NON ESSENTIAL.FACILITIES AS DEFINED BY SECTIONS 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS i THRU 13 7 (SHEET 4 THRU 8)EXCEPT THAT HEADERS 2.3,3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET MECAL.PANELS SHALL HAVE 15052-N32 0R 3004-H34 ALLQY. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCRIRE_WTIERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S�W.BE ALUMINUM ASS�IA710N,6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE.BLOCK OR STORM PA NF1 COMPONENTS Qjt SRNDOED PLATE IND Q§}SNA'CAP ARE PATENT PENDING. WOOD FRAME BUILDING& 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CAR80N STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK AL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS SE ION 241/Z.13T YIELD STRENGTH AND 90 taT TENSILE STRENGTH&SHALL COMPLY'W/FLORIDA BtILLNNG COD£ CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION,CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AM 304 SERIES STAINLESS STEEL,WITH 35 W MINIMUM YIELD STRENGTH. 10. (0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6,ANCHORS TO WALT,SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) . -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY LT.W SUILDDT. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS •/ PRODUCT,BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4'0 PAN L MATES ANCHORS S AS MANUFACTUOR RED TVAS 1 AS MANUFACTURED TRUCTION PRODUCES. DOCUMENT.CONSTRUCTION SAFETY AT STiE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 X 3/4'SOLID SET ANCHORS,AS DISTRIBUTED ByALLPOINTS SCREW,BOLTT&SPECIALTY COMPANY. (c)THIS P.E.O.Will BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A'1)MINIMUM EMBEDMENT INTO POURED CONCRETE F TAPCON ANCHORS AND S.G.TAPCONS IS 1 3/4';FOR ELCO BECOME THE ENGINEER F RECORD(£O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELIAATE AND ELCO TVAS IS 2'. - USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.£O-ENGINEER,SHALL SURMlT TO THIS LATTER A.2)3/4'0 'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. -1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR (0) THIS P,ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE F THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT, A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISRNG WALL OR 1/.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY V1SIeLE LorAmON AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES AL1)&A2)ABOVE. OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING COD £ (B) TO EXISTING CONCRETE BLOCK WALL -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BULDEX. -1/4'0 S.G.TAPCONS AS MANUFACTURED BY ITV/BUI.DEX. -1/4'0 PANED.MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY 13E'USED TO -1/4`0 x 3/4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. ()STAIN DRAWING A THE STATE-USDor TRIDA� �i"011GAIT A.44T I((�Ti,��i R+ ��C Ns�•, /sy FLORIDA BUILDING CODE (Non N(gh Velocity Hurricane torte) Sk e2015 MIDW WC 0.080" BERTHA ALUMINUM STORM PANEL F.ut No.44167 � (2.00" DEEP) _ VIRGIN m METAL SUPPLY124115 EASTERN Imm 4m ww Rows� . INCiNC °�� • TILLAT n=M a EN01"VE IN0 COMPANY W NIST PAA!BGCN,FL 33407_ 7S—QQS �l �+ weA Kw st aK w w mai cwao s n MIN PHOW.(01T2a"20A Fax.(551)541-1716 S' EB-0000719 a TE0i071 a..,o �aeoa,m nn .r... oo0onw ouiAvjmv sNEET 1 cAb f10GIfM Ila 44187 14.101`(TOTAL MOTH) 51'(MrAL MOTH) 2000-(E TFFEO W WIDTH) K66�"0010'(E-FFEMW W/DTH)1.070 j-- 1.070' 660' r170"ty I ri{ {{T�1(A.S.I1 DES=?,� ..$A�(P.s..t.1 AND RrPa 0.800" s AAS a 0.250' 1.0250. ax020- -4 2.020-{ T ° { P T DOTH -PAN=FffA D AT-I 2.020-(- &w wnzr rmm tN ONS OF nag SATD3 FULL PANEL Wf HEMMED EDGES HALF PANEL W/ HEMMED EDGES Games@@Q MW 22AM OR DRWT MOUNTED OR Q* -14.376•{TOTAL Wla7N1- y e.425-(rOrAt B?07t1) ASR DC gN Mar.PANG LOMM Aso 0LgCN Y-PAN¢L04M -12.000-(E'FFEcmE no7H) ' ' MWJG L(R) PRMR(wSE.)R . [ EvwarH T) 1.070' 1.070 1.070' 4.&&0 170- L(L) I QIQ.LS ,,,� +J00, -30.0 fJ'-0' +30.01 -JO.o AoPOrna�E /r.a50"tm?J 1 R) +J501-35.0 +35.0,-25.0 S} p +.too,-400 12•-4- +40.4--40.0 -I 2.020'I- -i z02o`1- 12•o2o'1- -�-� +454-45,0 12'-0' +45.0,-4so IDI-0, OPTIONAL FULL PANEL WZ0 HEMMED EDGES OPTION& HALF PANEL W O HEMMED EDGES -0, --o r1'-o• +50.0, -50.0 Q STORM PANEL +510,-55.0 lo'-O• +5610.-55.0 6'-2' SME. f/4•a 1' +60.0. -60.0 o'-q"' •+60.0. -50.0 7=d +70.0, -70.0 6'-O' +70.0 -70.0 3" CONCRETE ANCHORS(SEE SCHEDULE) +64q -60.0 7-0' +60.0, -60.0 5'-6' Max 1 Min 1 Lnn. +50.0. -00.0 6'-J' +90.0, -90.0 6'-e O o 0 - +90,0, -100.0 5'-7' +90.0.-100.0 5'-0" ' +00.0.-I t0.0 5-f' +gao, -110.0 5-0' 4'-6 +90.4 -120.0 1 = +9b.0,-1.700 4O' +90.0, -fJO.R *N.41E MNK.A.S.D.DEIGN PRESSURE RATING&AMMUM PANEL LENGTH A A R INTERNALLY REMOVA6LE PANELS AS PER MOUNTING WSTAUATIONS ON SHEET 7 OF 17 IS 4 LENGTH.-50.0 ps.L W/68'MAD.PANEL 2 PANEL SCS Sl ON PRMURE RATING&MWAAW IF Wpm,k 1�� d Pi FOR MOUN77NG AS PER ALTERN4RV8/11 AND 14 ON SHEET f44 AND 15 OF 77,RESP£C77YELY,ARE +50.0,-60.0 ps.r.'OR 76'Max PANEL tE71GIFL 3" CONCr7ETE ANCHORS(SEE SCtIFaUtE)•------..3'..� �Itl1`!t1 ',' AND+50.0, -500 p.s.1.FOR UP 10 106'PANEL Nxr. Mar. 111y11A41R�. ��yirJljf/ LENGTH. r w0. STORM PANEL 1 Mn �++4��,1111..!Zzl/N i TYPICAL ELFV_ A�IO�N .'` �lGE&, u^ FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) At r. 02016 Rr M rvC. 0.050" BERTHA ALUMINUM STORM PANEL rxLI P.L. I/#.MOx. CAP 4 _ �U' 41617 (2.00' DEEP) DPA"an. r/4•iN ,-- 0x1ai4116 1� E„G O NNa. EASTERN 0 M7 SUPP#.Y, INC ave '+ • ••yY� Ar nUSr nsnUa&ENGIREOM0 CONPAW 4I6P NEST m F WJl N1Sr PAiX!3f.SLTL FL 3T9aT S•ECT)ON A A 1114 L{�G�`.�`° `ma c```,�.� Kwsm`�0 i s 00 P1roRe(aar)za9 alar ru (Der)P+r_,T,s r5-OdN ' T l77T L�f��y,l` 1L� 4J�19 a�*ui aa[ � mxrm� MR O1L1MM1 Na Jfff1f111i111114YH;1 WALWV'I A nLtrf Jr.,PE aD 11-01 S11EEr 2 OF 17 FLORIDA Lk.4{167 q 27sr , I 0.018 flP X 0.010 R ••FF----��-- T� T14'#-ffi S S LLUMW EI 7718' � O 11'0.R 'Air P+ 1Sa• '„„„ .oaf• '^a. + mne •_ SMC. .gyp - am .wc N 42i, phi �' y Q ,Xp• � �' Ffi{fi'F"F`r,----- �1.JI8' �.Y R 4 2981`--�-1�• �!' 2Q h'HEAO£R FFF---��-••---------2�• �.",� 2+s9' Q 'I'" TRACK 4) 3"Mox ~U RUrtQ o�►n 3A op>WNA4 3'M=r 'U*BUILD Ol?HEADER q) Af'HEA Q J7 MAX AMIPL �FY.v>,•_Y- 3avrY.ya•-:• mac:3/M.t• �/va».r . . .rw' .lar "i'•:�t�.� JN• b -IH.W3' i�•a ATSf 3740 f�•I-N S x SI4D AI'� T-.»- II ua t o sates g an? m:m ro+wu A° S r I dY SFCIMI6. o:x•o c tffi Loaamm _ 7I 4 SEE man Df7M I I 1 7 ! ! 1 �/9A•---1 4'4b. - N�9� zcw•—y� 1—zaeo'�� ?Q REVERSED 2'AAWXmAt�r $(� ",�IBAGYC ANO�C Q C ODEO A.��+: ,IN6LE MM t 1 ����.,7�{MAX.�1/B 9WI1'r 9/0'-r mac,.ye'-r• ami-a!Hun Haar SOW�•„,. =W!/N SR/D >,.3rr � fars• c I _ a .7 r�•0-770 $ oar sTw s urr � rL �7a auws• 1 _ � gg •� 0 7s'oc y { ET60"Q7� .'{ /.730» I A.T.i3" �• ...,.. 8• Ag• d qq )tiA. _857• A7!' may. IiBC•t•KEY HOLE./OPJIQN 1) SMAL KEY HOLD(OP/0H.2 7 Aft.085" f2t ROUND„•H0L_x AT PANS sxe,.y►'-,• mus a yr-r 398 � l' t KEY X0 rTA NE{ KEY WIE WASHER ®, ttDDED FtAtE.`'�' F`�.....,•`1. E. .786• atm-xr3i M"i.atar \C 191 =:ro yy iY 2780• R : - •C 1n'. p "' '•3#•" FLORIDA BUILDING CODE (Hon HigiripA fLWA.'ricone Zane) •1873• effirs n[rzczA A+c 0.050” BERTHA ALUMINUM STORM PANEL F." xvr.W-r• uea (2.00" DEEP) ta=,+>.7r m: 5°Yem�O-r• DETAIL !: slop w/wNo NuT aF/7V�s IL EC O�N�. EASTERN META1. SUPPLY. INC COMPONENTS 4M MY A�w nwT rss7ixc Eri48tEEAINo coarrurt rxoxe(sir p F+z�1�af1-fM 15-045 0.L5• RM. SL.9F m,MRMN WRa70./L ALM Pbn.�fJ6slO/t-ri&(xeb7t-rAt q..t,r emv�o at[ ne tY � aa[ M'AW/NO No M45LlEit,,,TBLIF.k.,P.E. as m-sii s 5XEEf 3 8F 17 FIDWtlIA lla,Mi67 8 Cant. SG#DULEJ 1.00Oi �}. ( � BLOG7C W (W. OPE (tYRTE PDSRTOM i) Cant '•"" .T50' COACIVE NCHOW i Mmc (SEE SsCNf FOR FACAYE),DI1lE 1 i POC7RED ER i POUAfO ECOACREYE CONCUM R i POURED E.D. 1 - REOUlREp 1 REOWRE0 d 1 f 1 I f 1 Cont 1 h i CVlL N 1 1 i t 1 EG I h: C! ' i h r•U'a.SWAR47XW ' �r•rt'a SEPARARON 1 t t 1; 70 CLASS i i rOGLASS 1 -41-Wn.SEPAP4WN ' 1 70 GLASS { i i OPTION d/ ® I j.1*tan,sFPAwnaN lu 114* i CONCRETE ANWORS SECF/ON 3A , I 70 CLASS f 4• 75 W/374m r ( sCNEOULEJ coir. 1 1 I3/5z`W'Ts Nur 6 1 I 1z•o.G I a .sGD' � / 1 { I fGUlt£D 7 CO`NWErE ER 1 1 OR CONCRETE BLOCK WALL CONC&17r CONCREX OR CON09 E i i t OR OONCREM I i C: LFJ t BLOCK WAtG I BLOC!WAIL ' 1 REQUIRED E[t � I RfOiNYED EO' It Am SFPANA7roN aw TO CKSs 1 1 r (APR PO9fmN?) i '(7 SECTION O ANCHOR 1.25'1 REI!•A�IYN/A6/ - - JB25- 4 (sLE IEDULE) -`i'Lp„�CONCRETE 7 _ ' , (sm sc"mtw 6 cart OLMON r!2 s Cnnt SECTION -YAa MOUNTING INSTALLATION " i I GpW. SECTION 9 ANCHOR SCALE:IA"-1' � 1/4'o-zo x 3/4• i SECT/ON 2 / 3i 6mys WN/irT mak zte'x a/aa i i CONCRETE 1Y a G 1 ®®E1 SWD POURED LYWCREW OR 1 1 CONORM BLOCK I 1 1 RFOWRED ! i 7/e'x.TJ,TB' E O..DOGE D75T.M'Gt ___ .5G6• 1 t ED. OR CY WALL E N O 'x (SE£SCHEDULE tlN -T 5 Cwrt i N 1 EYERY Sntd = SNL7:75 9 a ra a?7) �NCREfp NCHORS ' 1 r �ms17AN f) n rz'a.G x y (s E SCNFA LE7 1 SECTION 6 STUD TCP. TOP/BOTTOM 1.74y WALL MOUNTING WrALLAT/ON BUILD our imsTALIA77om +tmg:S4[AP Gw SECTION 4 8 OWL NOTE FOR CTrNBLNADO.N OF SECTIONS: �����1\U / CANE�COND WAW SO":1/1'-r• SECIIPN O STUD WALL HOUMAIG S=om CAN Be ��@�, �"l^• •7 frJ^f r ipLL MOUNTING 1NSTAttAT/O_�1 Laren FD 7N Ann WAr m sERr ANY&LSrALLAPM. �0 N�*- P FLORIDA.BUILDING CODE (Non High Velocity Hurricane Zone) SECTION ' S=E.r/z•-r' �F 0,4!j 67 ozo75 mrEcn uG 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. j (2.00" DEEP) DRAMBY DErxL rxF sECRa+o sruD rntm ALSO FDR EASTERN METAL. SUPPLY, INC �Dotrs WALL lrer%V)1NSTAtlA7XX.'-SEC7N,Y T j1FM, �.C.r• ,�(�„� 11 E. E C O ImC. 4M WEST".0 ORNE r! MUJT TEs7MO&ENGINEERINO COMPANYWEST PAWAOt IL-1107 l�/j eS�fin/ [� a ��L�C,,i` wa+xAe xa,a se..lw mvu artms+s,n ssrea RAvxa W(ser)zo9-azar,FAr(5a1�41-nta 15-045 ////EF"Ivry 5 C; 1�\�\ Fare n0�P7EBr-GOGd719 I r-1St1 R.o C6alIM Wa l'..w asoma pn GRAW AV No t11E7titi1i4i1111 WALTER A 11118 Jr P.E m n-m SMkT A#/T ftOFnDA 4{7'7 N COAL?7ETE ANCtP.�S SONO SET OR EtCO m"fe PANEEMATE OR S.C.iAPCONS EyE'gy SIVD CONCRETE AHCHOW E 0. 0 ott wfrta't-z0 s�Y"MET OR s °Ar P NE°iew�ts' Cat T"Min. gyNCRt'rE AM1CN(MS E I' fSEf SCHEOULE) E Q ON�? W/@ w/1/s'fr-20 MVSSHPAD ea.r++ OR st r4pooss _ (SEE"sCHE001�7 ($a scrc MR SW-WO) POURED CONCRETE 1 ppjt I f i ci t REOVlAEO ED Lt-u t'-+'4 }•, POVRm PrxNREO m V -OURED OAR ElE d OL&W WALLT I t f s{a LEO��L iTk7H I REMMED i ' i i �COnL , 8 Cant 1 1 t I I I I N 3�4' I t i 03r2�O.�0 N I ���555 CGWCRErE ANCHORS (SCE saamE) N SECTjQN �j �•j' I 1 f 1 t I ' d SET33 A"m t f'Ar..SEPARATION I ' i TO GLASS t T t TD CGLSS I i -.�l'N'T allm AON POURED 1 1 I I d � '�� � 'a CONCRETE 4 � i I I 4 1 j I a j 1 /,/@@ o S 1 N t STD 2 11/4'1M1-T0 x 1 1 2 I A 3 4 i , 9 p 2YaG I/T/s`x /-' i I I Cont. j I i LIS tYD✓G N[IT O I I POURED i 1 I I i F f T nt ' aLOCKNEQUIWALL 4' I C { i —_ �yp��� ' 1 f r✓ ///iT/ I I T--. ETE i i POURED COAL^/kTEr,i SEUM SA ' REQORED 'I rtORT E Q ty)nrpNE�ANCJft1R5 SCUD SET OR Et4'17 male PAt{aMM Or S.O.D (SEE SCrIFbflLE) (SEE SCHEDIR£) E Q a @ OR ?� w/1/410-?0 SIDEWNX BOLT OR a 0 OR @?w/W w/T/s o-20 mwHPAO Bar++ SPACAND) C£ltJNG do FLOOR AlOUNTlNG DEjLJJYG & FLOOR MOUNT/�yG (SEE SCHEDULE M . DIRECT WALL MOU.ly} JNQ /NSTALL ZION (O. At) 70 a DON— t JNST�tLlTlQN — SEMM S INSTALLiU — SFS TJON 7 _ SE ON !3, SCALE.r/s•=r- J/J2 ' if T xyyTi O• SCALE:ilY-t• Sul:1/2'.I" . s 9Evaff'aa i Cont i ' T— I , I 1.125' POURED CONCRETE 111. REOURCOi j ON i E O. E 0 U C If) y�`,i,;��;' 1�11lyt.N.t FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOW POR tbMRINK7au DP sec00Ns. �� 44147 = enols mrAw.ma 0.050" BERTHA ALUMINUM STORM PANEL *ryY y (2.00" DEEP) Dom sr.- WILD—OUT & FLQOR wALL,,7L0DR/'caturc MOUNIrJD SEMONS 001 DE ++� w/zya COMR&M IN ANY WAY 70 SUIT AW INSTAUATNJN. EASTERN METAL SUPPLY INC asT� JNSTAtATJON — SECT/ONS p" � �, i(. E C O�Ne. ,res wEsr RD,as o wE ' '+,�t, ,�11.Tt1 ENDINC£um COMPAnrMET FALAI Rum PL W07 SCALE t 1/2'-1" '„.' 'nn nt C(1 n•"^C„•�,�,tiv^ a"11.N'JBpr.A,bb.]O5,rrou awloau5.tt.ixw PHONE:(S&rJZOp-ere;PAI.(Setj.WT-1718 25-045 ArAJ`�'J}Ot'T�l•Y lttt" f°pN Nrr/iits IIIUiS;ll/1 "LT A 7tLf Jr„P.E. ao tt-nr t SHEET' S Oi 1T ROHM 41e.44}87 CONCRETE ANCHORS £ A. SPUD SET OR ELCO male PANELMAE OR S.G. TAPCONS (SEE SCHEDULE) 0©OR @^ W/1/4"0-20 SIDEWALK BOLT OR ® POURED OR @W t3 W/1f4 0-20 TRUSSH&i0 BOLT+ + 7/8 N'x 3/32" CONCRETE I 1 / KING NUTS 12'O.C. REQUIRED EQ. I I EQ, (SEE SCHEDULE FOR SPACING) AT PANELWIES OR I S.G. TAPCONS I II I'=='=_- I I I i I I ry I I I � i I I POURED w S CONCRETE REOURED t I I I E D. EDGE DISTANCE I 1 N i h (SEE SCHEDULE. ON I I SHEETS B& 70& il) I I r I I I I j 4 I'Min.'SEPARA770N j j NOTE FOR COMBINATION OF SECTIONS: --� 1'Win. SEPARATION I i TO GLASS w WALL/FLOOR/CEILING MOUNTING SEC77ONS CAN BE I TO GLASS I I ` COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I � I I N I 1 1 R I I + + s i i SIDE WALK BOLTS ARE 3/4&3//327H1CK I I i I I i i +• HEAD MACHINE SCREW W/LENGTH I i I i 71$"0 x 3f32" I I AS PER NOTES A2&8.2 (SHEET 1) I I I d I WING NUT® I I i 7 I I I TRUSS HEAD BOLTS ARE 1/2"0x�1 8"1T lCK£VERY STUD W17/8"0 3/32 ® 12"O. C. HED MACHINE SEW 8L(Sj T WNG NUT 8AS PER NOTES A.2& I I I I I I ! E0 12'VERY 0. C. I I y i I F I Cont.GLE ALTERNATE POURED LOGI RC€RETE I SiI III suaw j o LA- I I IBLOCK WALL1REQUIREDI I 1 ,�O I I POURED IIICONCRETEREQUIRED J SLAB IFFCONCRETE ANCHORS CONCRETE ANCHORS--` APPUCABLE (SEE SCHEDULE)/J (SEE SCHEDULE) ED. Ont CEILING 8t FL009 MOUNTING INSTALLAT/ON SECTIOM... Ln"". -`''y�Q:•'�,�GEPJ� '• l FLORIDA 6UitA1NG CODE.(Nan High Vetocity Hurricane Zone) _WALL MOUNTING INSTALLATION = `` ems D_DSD BERTHA ALUMINUM STORM PANEL <R.L No.441_ (2.00" DEEP) awnv ar SECTION9 cis ''�; EASTERN METAL SUPPLY, INC Eo i 11L E C 0,wrzea sir Rows cmmr SCALE: 1/2"- 1" ^;"J 1(a� fir,; ntuf Temno a Er+arat Ino eamrvNr y+u�( sanwr�e�U,� (MIMI 15-045 ew.x a s,,m wrsu u�na,a.ss.ae �'����a M—, )MEH-�a wa $31 ,we.w amok ays e+us .mem au a4ANDKt xn rdrl/te ar `A4 ��+1' WAti miR Jr-P.E WW"ooo _m . s+m a ortr .ua.a4reT T t/f'MdK 2` J 1/2' 8RICKBWp4 V@!FF IXU^nNC AENE7Rt110N 70 aim 2' CONCREM EILOCX •-- 3 tJ2• BRtGT iGfh4R @ 2-To Com Rar.' POEMWN 70 1LAX MAX CVAVMV£&ACX d Y 7a 00t1CRVE.•° _ a d -- - - • 3 CwE U j I d 1 I I ' F/TxIII r/4 0x8 EEGO mo P �3 1tloRED COHf71ETE AAA'aAGtTE 71:45 ANL71�.K s7nmu AHClL'VAM OR CYNY.87E'BLOCK ! Y/4'Ax8'ELCo mole SDHG WALL RiWRED 1 I rAALTiNS CR 114'a aCO 1ERE AS APPLA74BtE' i AODREb CtVKliE7E J37AELAL4TE 7Y.lS OR t/f'A 37EfL AMCLYITEi. t AWaU47W(SEE SCH6Dtkt MR WAGM) I OR CONCREYE BtOCIC rAA00H5 OR r/f'a am eRLe SI AAALm C I ,y i i t i WAL'R£Dl1aeED i+ PANf1MAt6(SEE SOWMW FOR SWAGING). i 2° omom AV- SECTION 11,4 orneu ss w SEC"o I s4 I r r•ETm.MAROON m MASS i I I i __! t/4•f20 z J/4' i 3N3u AbY111SRTAa!A 1T O I $ EDGE'WSTAHCE mm•1.� PEA'ET/49nLN 7b' •� Vur ON � 9& '.7 777m NOTE &DCX t V&SVNC i 1 MAE WALK ODL.15 ARE J/4 IrJ hHIGP &T'm oohL'REiE AAPLTGiIXE i NOTE PoK CLM1RMMON OF SECUCUT: AS SMA�rW 1a2f {sHEFr it i •� ; WALE/FEOORfCET M MOM=SECRONS CAN BE r`7K,Ss HEAD 80475 ARE!2%xtl87MCK COMWNED W ANY WAY TO swr ANY lAsrAuA,,oN. HEAD A6H:1lW0 SCREW W rrTfr A8 AER ND7E5 A2 I I U A . L SeCK l r Mas a� UN1{i1nSHfhi•WFtry PoORaT L'ONCRE7E n• rJe%x8'ELGD mare ! FLORIDA BUILDING CODE Non High Velocity Hurricane Zone WAU Rt mv AAHEEMATE TM ANCHM OR 114'! �:••L>,GENS�,.':� i 9 ) raFGOHs OR 114'A eco MALE C o2ora rarEm wa 0.050' BERTHA ALUMINUM STORM PANEL FR a AANaUMS(SEF SC/Mar TDR SAAM). 1. No.�4)V7 (2AD' DEEP) APAWN BY.• EASTERN METAL SUPPLY, INC WILD our INSTA14ATION �� 1!L�E C O�Na. fssa»uT Rams L�vE TlUJT TEsnnD a EKOMEERu4c couAAN1 OM PAW DEMxr.FL M607 •'•S- i9 *�•P a�4 e�a+l.mh a.a.am.was eraxs n aT+aP FRAM(50F)20-829y.FMfaerMf L-nre 15—P45 s SCALE:3 -taMtfi: n.fes,Lsm)an-tatr v.q ouerm4 we s au,soov FPz M Ab °+q+1t�IJPJAIE\j4\s\°°° WALTER A.i9D0Eu fJ,..W.E. ao •r+ SHEET CA OF 17 nDRIDA LIG.44187 114'0 TAPCONS P R AALE PANEL O 6.0.C. W/1 1/2'Ar..THREADED CONCRETE ANCHORS EM17ON TO 0057M WOOD STORM PANEL 1/4'MaK. GAP AT 6'O.C. HEWER. U1yl II- � o ci POURE71 I REWWID W 2 TOP OTHER ER g _ . OR ANY OTHER IINS 70P TPACK L SECTION B—B G� SCALL 1 1/2'm 1' 1/4�20x1'$.a WORD HFAOFR SIDEWALK BOLTS REQUIRED W1718' X WING NUTS AT O OVERLAP � B s (eon) 12A.128 8 (Bon) 1 A044CENT BODS. 1/a•-20:T•SS a PANEL W/7/B'X J/32' 1N1LF10RLY W SIDEWALK BOL7S 7/B`x J/J2' Me NUTS AT REMOVABLE AaACENT � W/7/8'X J/J2' I NTNG NUF O t OIFJBAP-- STORY PANEL PANEL 4 WING NUTS AT 7•y"`�•�° EVERY STUD ° 1'MLO.SEPAW77ON Oy�Np 10 O 12'O.C. TO GLASS c $I . o B B COOSI___J•• CONCRETEOR pW BLOCK WALL 6 REQUIRED Q FNNG NUT EVERY STUD W QQ O 12'0.C. ok READ. 1/4'I EL.O PANEIATATES OR S.G.TAPCONS W/2"WN. SOLD SET OR SG TAPCONS D STUD 0.lES ' C. PENETRATION ATAaW IMN OO 'AN2 OF PLATE O 6D.C. U O AOUACENT PANELS PANELS B(earn) 12A,12e a(LroTT) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE: 112,'I" SECTION 120 SCAB-:112'-1 INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RAFING = +50.0, -50.0 P.B.f. SCALE:1 1/2"- 1' \`,AAA,AAL TIL 11/fTT P .....0 /T % ��'' /�r�'% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) P:'\\GENSF '• ST 44A6767 0.050" BERTHA ALUMINUM ORM PANEL FR+ (2.00" DEEP) WAWN W. I EASTERN METAL SUPPLY, INC aaiuw15 "..,0•. T W; 1 L ECO N C• 42M»Esr Ra°s L121E -04515TIWT TEsTNGaENCiNEERmG cpYPAmrr NOW, FAY(55OW-1716 P4v"�1017 -�9°.fm�(]mJB)1-191 m�wv Ydt aRA11LVa No p�rSONA ~` WALTER A.TI11fammk11 LAiisi-E $Oir W 2AM Q WASHERS 9fALL R'EOI/�ED . 0 12`D a G17NCRE7F ANCHORS 718"x Y/-* �E506'Alin. {SFd SCHIDULE) or& d 1 Cant t' EVERY SAW 1 POt1CGN OWIGNE7E 0 12'a G 2dtlo 0 12'a s CtR AWE7. OR RM i i Aon' POUR E a 9 i CaYCRE7E ANCHORS 1.000 CVACRM / a IT"O.C. iPEQt9tiED Cont I I/ l I 2"x 2'x.AiS"to ALIERAA7E LEO LOfit7RW 1'xOR Num.Al ON �+ 0811.3tOJ-Nt54 SN£E7 J/GTgt glum•gEH/PL4 C II -NWt4 OR 606•i-Te—YY ant Na+n.ANIX.E l Ar.SEFYy{WN "'� ' GQSE A•�(Plan) CASE C (Plan) 1 f W SCALE: 1/4'= 1' SCALE.' 1/4•= 1- 2', -2'x J'x.OS3'3J03 H-14 OR 6061-T1 ALLOY Cmt Num.ANGLE ' ' W1D1 ANCHORS 0 t L O.a 7/g x J/32" 1 � t �• 1%NC NU1 0 NALF PANEL �.,J14'CIP r,a�• 12"a C, VARrEa J• OORR. ONCFEtE Blocx I t•1w, �, I FUVRm CY.YlCREtE m- WALL fdolmm Cont• OR CDNCYTEIE&..LY2( ��..:JJ / ALL CASE D (Plan) PWRW R 'E sSCALE: 114 f CONCRETE AN4•FN1 S _• (sEE ScxEourE� BUILO OUT VISTANCE CEILING & ELOOR MOUNT!(�G 5•�_ tCKS ) WhALLATION — SECTION 13 2.xrnx• 1- —--—� x E D.:EDGE O%TANCE Yfa'A BOLT 4'x 4'-072' A7?' ( 'SCftE1W�ON 024•a r- Jr05-H14 1 60(n#-18 ALLOY SME'E7S 9,/O&.If) WIJ4CRNUr Cont Num.AACIl:' NOTE FOR COMB/NARON OF SECTIONS CASE B (Plan_) CASE E (Plan) sconous SCALE v4• 1 END CLOSURES DETAILS sr41 1/4'= t' CouRAm r oto rrAru au �\1116�191tlllllfl/7r FLORIDA BUILDING CODE (Han High Velocity Hurricane Zone) � o20fS MMM 9C 0.050" BERTHA(2.00-00 MlIN P}MSTORM PANEL ae,FAL 9W BY. ---,�-- �E EASTERN �ERL SUPPLY, INC �'rE _Y-`,•-'47: -�.}/ �{ 4789 WEST Paas ozw —` �• 4 ,' .- 7iWT iE51)HO 9t ENgHEMNO COMPANY W£Sr P,4tit 9UC7d R.31f07 PWML Ser -&W rA%- Ser 1-f7r4 15—tl45 O//��r�rr..��pp t, e�x H1R xn.A.R,.xa,\WGam,a4wa rti sna ! 1299 ( >B^r pt V i% V,,a Mn,.r cJas)er�_tcA-O�Oael�19¢0°M"'191 •••In H nY[ s+.w .'& «R L mew N4 �i/p�'�•'•••• r`' 4 W&WR A.7L[LR Jr..P.E as n-7n Vr r Or hE\9 a< noam\ua.44to7 SH921 6 or n '1tti11iilt:A4ii.R\' MAZWX A.S.D. =9GN P F'.Sim>< ReTrW tp s})A,rp GORRE EVAM Nc. 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N/A 6" WA 6' N/A B' N/A WA WA 10(BMW 9' 4112- N/A N/A N/A N/A 9' .112. p• 411-2- f1A(TOP) 3' I' N/A N/A WA WA Y Y ]' Y flA(MP) 9' 1 1/2' WA WA N/A N/A 9' .1/2• 8' A 1/Y ff(aORW) 6' A. WA WA WA N/A Y Y Y Y If(6ORW) 6' WA 6' WA 6' WA 6' WA WA WA iJ(w) 6' WA 6• WA B' WA 6' WA WA WA IJ(MPJ 6' WA 6' WA 1 6' 1 WA 6' WA WA WA 1J(00170N) 5 WA 6' WA O' N/A 0' N/A NIA WA /J(I10ntao •tGE 6'OC IOR PANEL UWHIS/.MCER nM 10'-01 AND 115E 12'AS SWW W WhEOUIE MR MNELS UN7176 EQUK CW SWRTER T19W 10'-0• ANCHORS LEDOlD ..MWUW ANCHOR SPAM=ARE VAUD FOR J f/2•EOCE 067ANZ 71M ED.HISS'ilia J 1/2: REDUCE ANC04OR MMCMO aY N&RAYM WA WG SHMW yF SCF7EOIILE OY THE F72LOWM FACTW$ ANO W TYPE A)JaM (A07£dLA E4 fOR SPACING SOUDSET A�0M I�S J77 FOR TNlS OPFRAWN TO BE FOS=&lBDUCFb'SPAClM7 WrANED I WA7 F)W=MmU AOT BE LEW THAN WMW SIX=INDJA70 FOR EACH ANCHOR TYPE AT ANQVRS IELEAO. TAS(��OR S:Ca PAI2T.MAIE OR PANF7AfA/E AAS J' . E D.'=EDGE DISTANCE FACTOR SOLm SET J' ACM F 0. TATCW(R=NAR) SQ 14POOAL PAAVM7E OR FAMMM41E TYAS Sym SEI J' - ee .75 2 f/2' .71 .50 „,glli1`Hi ggAFA/i ENSF''�9% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) *20r5 TILTECO 9r- 0.050" BERTHA ALUMINUM STORM PANEL /GLL No.44167 (2.00- DEEP) ya10?f Br EASTERN METAL SUPPLY, INC WWIS 12m MLS'r ROUE A mE TILLJT TESTING h ENGINEERING COMPANY 995T PALM SUCA fl.33(07 15-045 OA •'', R Alea PHONE(590209-d1B.7 7Ax: 601 I-nre (t } (�� 1 ava ILII.>Det.A Sh SA�A W004 ( J6a +AAA/ 6w%m Ab WALTER A S,��1��;0 fWOG7144 91(��-7ait n;w ®na ter oulmr Mic Mf -71 ��' NS 1/4 /t AP' N r �2 TE THREADED PEVEM77ON 1/4'0 TAPCONS TO iX=NG WOOD 7NRPENETRATION �z vam w/7 7/2'MIN. HE40ER. (SEE SCHEDULE) TO a WOOD 1 WING _1�' HEADER (SEE SCHEDULE) ING WOOD HEADER. (SEE SCHEDULE) I 1.125.1 -L 3 Cont. f "' .500' .250" ' 9 Max. N o i 2 Min. j Z •." ,.:-,: 1 -. ' WOOD i i i WOOD HEADER 1 HEADER = REQUIRED I I REQUIRED I 4 MERI 1 WOOD HEADER I � I I I I I 1 b 1 i I REQUIRED i i x I{�T'Min. SEPARATION I 1 I h I I I b I TO CLASS I 1 1"Min. ' I I I 1'bfln. 1 3 ) I 1 ® SEPARATION 1 I V I I w I SEPARATION i I ' ' ' awrr. To GLASS �—TD GLASS i QP110N if i d e ALTERNATIVE 3A a Nu' 1/4'0-20 x 3/4"i f/4'm TAPCONS ZZ I .y S.S.2'BOLTS w/718"x I w/1 f/2'MIN, N ' 1 3/3WING NUT®I I I h 1 I I � 12"0. C. THREADED PENETRATION u� �• I I C TO SWING WOOD = TION 1 ' i 1 a HEADER. (SEE sCHOU.) GO/ LSS �1iEan� (OF I d I 1 Cont. J 171 0 8 1 4 0 TAPCONS % f 1/2'Min. THREW j 24 I t I PFNEm710N&MIDW7D7H I 1 I I Min. i y OF PUTS (SEE SCHEDULE) SEM281®ANCHOR I I 1 I I WOOD HEADER .500• REQUIRED i I i i ccxi: r1/4' a I I I 6 Cant. OP17QN /2 AB•s7utALTERNATIVE �"ContS f/2'arn. r/4'0 TAPCONSIRATION W/7 1/2 At1n. THREADED 0 1011207H OF PIA7F PENE7IWTION®MIDWIDTII �_I'Min.SEPARATION (SEE SCHEDULE) OF PLATE (SEE SCHI*DULE) 1 TO GLASS I aCI10N Q ANCHOR 114-0-20 x 3/+" i T x+'FurE �E ALTERNATIVE 2 $tS. BOLTS w/'/6'x (°P I 3/32'WING NUT® I 1 IN. I I � SCALE. 112'- 1' 7I 2O. G 1 I 1 47ION 1 N I '�S•S• i I t W W .500' I I 5 Cont CWN P STUD I i i -� I I 78'x JJ2" � I 1`INc 70>l® t' ALTERNATIVE_4 EVERT STUD a x 1 I 1 I ® 12'o. C. j I SCALE: 112'- 1 1 oy 2 ' M I ` 1/4'0 TAPCONS I[ I NOTE FOR COMBINA77ON OF SEC7IONS_: y Illf6j / 1 f/2'M% THREADED t LdQIE: SNAP CAP 1® o WALL MOUNTING SECTIONS CAN BE ab t )( 'HON®1fCtiO H REMAIN CLOSED AT NON b � ER q �. �, (SEE SCHEDULE) HURRICANE CONODIONS. �ry COMBINED IN ANY WAY TO SUIT ANY INSTALLATION :��ii �� . UILDING CODE (Non High Velocity 9 ContfLT �'I"� ozors nLTECD fHa 0.050" BERTHA ALUMINUM STORM PAN U° 2" "� (2.00" DEEP) NOTES. 4% SEC770M ® STUD 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATIN 71,;0 p% �7 EASTERN METAL SUPPLY, IN( AND PANf7. LENGTHS AS PER SCHEDULES ON SHEET 2 %�� .. T� ��0 1 N G. +2s8 WEST 80405 OfD'VE TERNATIVE 1 :rM �() �~ TWT TESTING & ENGINEERING COMPANY I(Mf PAw 2ej,BFAs 61)84 2. SEE ANCHOR SCHEDULE ON SHEETS 16& 17. L(1• ` PHONE(581)209-8283 FAX:(5B!)8+1-1718 LE: 1/2'm 7• .+` Cf7�• Q` 055 rax.ism._a.st..s wtcea�o�ot .N..btes J. FOR NEW WOOD FRAME CONSTRUCTION.• WOOD M£M8ERS TO BE SOUTHERN �s/�� 4 4ti�baa' Pw. (�0wI7 X8719 -1�t ELM PINE No. 2, W SPECIFIC!>ENSIIY OF 0.55 OR EQUAL 0. —OLD taar a / /,adtot aEfir A;�I'�RSb W ERIDA Lic.44167E 2 _ 4.... 114'0 TAPGONS WOOD 7RUSSES OR RAFTER WOOD MUSSES OR RAFTER W1 1 1/2'Misr. THRE40M 0 24'O.C.REQUIRED � @ 24"a L.m6cum 0 PENE7RA7701V TO EXISTING WOOD WADER(Sir SCNWKC) .—.. .500' tl' 0' 3 f'Mtn. Ei0 EO I I Mtn.(6063-76) —1SE 1 %w4;111 4 m x 3/4' 1 I Alum ( 5116" Wx 114 0 x 314' I 2" W(SCREWS 1 I E 0H LAG�Sr m � rrW/autt0£x � t Min. I I E SCREW I pR� i } HEADS? to 6'O.C, LOCAT i i 4 Cont. AE IVG07H O 1 8 Cont I i I i 1 I ML'MBER(2'Mat. WOOD hAOSR NORMt I I j 1 j 2 ) 1 114"0-20 x i 1 R RED j . I t ^. 13;" t-1112- TV 1 l l I r`Min.SLTRRA710N l ,v WRFADEO ^� TO GLASS i w i I I PENE7R4770N. I WING NUT® 32' I I N 1 1 I I i j i 1 12"a C. I I I 1 I I I opfl ON f1 ALTERNATIVE 5A ALT&M IVE _' ALMNA71ZE 7A � -1--- c^v SC4L.E: 112'- 1' h SCALE: 112'= 1' (LIMITED TO +60-0, —66.0 p.s.f. DESIGN LOAD 1 1 (LIMITED TO +60.0, —66.0 p.s.f. DESIGN LOAD AND UP TO 9'-0"Max. PANEL LENGTH `. " I AND UP TO 9'—O Max. PANEL 114"0 TAPCOAS li w, SEPARA7h?M� Wjt 112'NIDE v T"--" cs TO GLASS 70 ADEV NEI R TION NfADE2 (SEE SCH£tTUtE) � i i i 2�2" I d I t I 1'At;., .1 1 7/8`x 3132' Llx+t SEPARATON- 70 GLASS' i t ' x � lO GLASS I 9VERY TO 7/8'X 3/32' 1 I t I I WING NUJ'M I I i I I i EVERY STUF 1 114'0-20,1 0 12'0. C i 3l4' I S.S ETOt75 I I I w i I I q t Cont j !13 jNilt'�132' i 1 w �.: WEIDER LEX 11FQD i ;may OEXM REY�J'D 71 Cont 2'x 4'PLA gem 2 .. U 114 0 E LCO PANE MATES OR S.G. TAR 7HRMIN. ALTERNATI W1 2'M 5A PBVEM7701V A M/1 OF PtATE TYPICAL 4"10 TAACONS EI r"' (SEEE SCHE W1 1 112'MIN. 114 p•TAPCONS ALT;£RNATIVE S Ep WN W/T 112"MIN. SCALE: 111'. t' (sw SEO PER'E7RAAON ' ALTERNATIYE 6 s4�TERNATIVE 7 i SCALE: 112"m 1' S'CAX: 112'>^s t' EVERr� WGYG NUT g 9 STUD C NOTE£ pO GOAL 1. INSTALLA77ONS ARE ONLY VAUD FOR.MAX.A.S.D. DESIGN PRESSURE RA771VG NOTE FOR COMBIN477ON OF SEC77ONS AND PANEL'S LM774S AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. WALL/FLOOR/CE MING MOUNTING SEC77ONS CAN BE 1110 COMBUJE`D IN ANY WAY TO SUIT ANY INSTALLATION. J. FOR NEW WOOD FRAME CONSTRUCnON:L 1�Et{ Ill SOUTHERN PINE No. 2, W 'SPECIFIC DENSITY FLORIDA BUILDING CODE (Nan High Velocity _ '* L �� �" m2ors TurEGa TNG 0.050" BERTHA ALUMINUM STORM PAP 114 a TAP:T1Ns �G, 441 9 r (2.00" DEEP) W/1 112 MIN. TNRE:IF PENE77A1TION + C Q IMG. EASTERN METAL SUPPLY, INT (SET scREFCrLe1 ww e 4268 WEST R4405 ORNE 'k. <' w TILLrr TESIINO &ENGINEERING COMPANY WEST PALM aFAOH,7L J3407 ALTERNATIVE 5 ; !!'�,� 9353 N,W.S9m SE SE.399,wsGwu raxoQ s,Fl 3319s PNON6(661)203-6263 FAX(56!}841-7776 SCALE: 112'- 1' ',re f. I�''•i4t.;s,•'i 'roe x`9°2` rnm., 7EB M06719 ryos)a1,-,ss, �,.Nc wavnm arc ur.Nn asamon oY010A1 JY''.QjS's"�9°lb,1��' WALTER A.71LLR Jr..P_E. , occ tf-ur z FLORIDA Uc.44167 z .a it WOOD' TRUSSES OR RAFTER 1/4"0 LONG ELCO ® 24"0. C. REQUIRED PANEL MATES OR S.G. TAPCONS W/2"Min. THREADED PENETRATION TO EXISTING WOOD I HEADER. (SEE SCHEDULE) I f EQ I I O k I I N 1"Ix 4"x 1/8" I I Min. (6063-T6) O I 71810 x 3/32" I Alun. BE W/ I I I WING NUTS ® 12" O.C. I I (3) 5/16"0 x 4" I 1 i 11410 x 3/4" I I I LAG SCREWS TO l I I EACH JOIST. 17i4'/BUILDIX I LOCATE SCREW I I I -� TV SCREWS I I N 0 6" O.C. I 4 Cont. AT M1WO WO OF IOOD HEADER j j j I I I EX SANG WOOD 'SQUIRED I I I w f I I MEMBER (2"Min. f I I NOMINAL WIDTH) I I I I I I W/2"Min. I I I j 1 THREADED 1'Min. I I I j I 1"Min. I I I N PENETRATION. SEPARAWN i -4 SEPARATION I I 7°Guess j TO GLASS I 1 I I 1 I I y I w AL TERNA TI VE 1 DA I I 1 7/8'0 x 3/32' w I I I WING NUT a SCALE : 1/2" = 1" w EVERT'SnID w L NOTES. I Q (LIMITED TO +60.0, —66.0 p.s.f. DESIGN LOAD x I 4 AND UP TO 9'-0" Max. PANEL LENGTH) 1.'INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PREF I I o w & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT I I 2 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17- a 7a 3.1 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO 6 I I I II I I k SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQL 1 I 7/810 x 3/32" I I I I WING NUT ® EVERY STUD I I I @ 12II " 0.jC j IIIi IiIIiI IiIlIII OTE FOR COMBINATION OF SECTIONS 2"x 6" v a Cont. WOOD WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE REQUIRED COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. H ALLOWED)1 QOON11LIO MIN. J�UIRED *.r Cont. sC4 1 1/4" 0 TAPCONS �x p THREAD DTH OFPLATE (SEE SCHEDULE) 0 TAPCONS I FLORIDA BUILDING CODE (Non High Velocity 1/2"Min 02015 Hueco,M 0.050" BERTHA ALUMINUM STORM PAD TERNA TI VE 9 ALTERNATIVE 10 THREADED PENETRATION (2.00" DEEP) ALE: 1/2" = 1" (SEE SCHEDULE) SCALE : 1/2"= 1" EASTERN FETAL SUPPLY, IN! 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INSTALLA7101V5 ARE ONLY VAUD FOR MAX. A.S.D. OESIGN PRESSURE RATING EXISTING w AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) 2"x4' BRICK SRL S 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. t WD 10407E i 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN u PINE No. 2, W/SPECIFIC DENSITY OF 0,55 OR EQUAL. r7asnm7 ' � 1 i"Mn. AP A t. ' PENETRATION i NOTE FOR COMBiNARON OF SECTIONS: 1 i 4 WAL4/FLOOR/CEIUNG MOUNTING 5EC77ONS C4N BE 2.C--_=-__ ----- — — 1 1 COMBWEO 1N ANY WAY TO SUIT ANY INSTALLATION. Max 0=140—" XL477NG ' II STUDS11 atittt9it6ll x. Cont Amy"%$, IXIS77NG MiO. 1/2"PLYWOOD E7GS77NG tCO mole PANELMA7E REQ D(1}P) W/FAS7ENNG BRICK SILL 1/4'A_2O x 3/4' .w4 LIC S OR 11410 TAPCON TO STUDS AS PER S.S. BOLTS W/718-x A� LE) TO EXIS77NO PLYWOOD, SEC170N 2304 OF THE 3.32'WING NUT NVQ FLORIDA BUILDING CODE ALTERNAT1VE 11 .r BUILD—OUT INS TALLA TION SCALE: 1/2"= 1" ddEEE16'HdIJllii VALID FOR MAX. A.SD DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO FLORIDA BUILDING CODE (Non High Velocity 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER 02015 M100,WC. 0.050" BERTHA ALUMINUM STORM PAP THAN 78" UP TO 108" (2.00" DEEP) ' EASTERN METAL SUPPLY, INI LA TION DETAILS ON EXISTING WOOD BUILDINGS IN S'"`' .268 u a ca F °- spur rEsrtxo a erec4aEc444xa caa4P,x14r WEST PAIx eEAC+y s7.dsovi asss N.w.Jdtl.S0 Sto.aos Wico1N auows tl MIGG PNUNEr(561)209—&SJ,FAX(591)$61-1716 vbana:(Sos7slt—is3o,e�:(.ws)snw$3i ay.w IotwermK oqz ar.Mo amanna F9—0008T49 WAUM A T2U1 Jr..P.E r aw rr—ur 3 FLOFtWA Uc.44167 s 1/4"0 TAPCONS W/ 1 1/2'MIM MRFADED , WENE7lL7RON TO EX1S78HG WOOD HEADER 1/4'0-10& S.MACHINE (SEE SCHEDULE) BOLT W/NUT&WASHER 0 12'O. G 7/8'x 3/32' NG NUT 0 EVERY 57UD y I 0 12'0. C. I - , p• I 9 I 1 Cont 1 WOO HEAaR 1 REOURW 1 I I I I I h I'Min. SEPARARON `T---'- I TO GLASS I I I 1 I I (Zi 1 i I I I y I I I 1'Min. SEPARATION I f I TO CLAS$ I 1 1 I I 1 I } 1 1 I I 1 9 1/4'0-20 x 3/4' � I I I I S.S BOLTS%,7,18'.l 1 3/32'WING 0 y I 1 1 I I Q I W 12.0 0- C. I t WING NUI'0 I I I a I f I 12-O. C, I I I 1 I 1 2 3f4"WOOD 1' I j 2 x 6 WOOD j j I PLATE REQ q Min. i 1 DECK REO'D. .IL 1 1 I m I I I y 1 -{1.000' pont. 1 I I I I ul 114-0 TAPCONS, 1/4 A S.G. TAPCONS OR 1/4'x16 PANEL MARS W,/FULL ©OR Cont. THREADED PEAEMARON TO 1/4 9 TATAPCONS PLYWOOD: (SEE SCHEDULE) W/1 1MEN ENISRNG Min. 1/2'PLYWOOD 7HREAOED PENEIRA7ION R£0'D (TW) W/FASTENING (SEE SCHEDULE) TO STUDS AS PER SECRON 2304 OF THE ALTERNATIVE 13 FLORIDA BUILDING CODE. SCALE: 1/2•a I' ALTERNATIVE 14 SCALE: i/z'= I' . ITF'S: INSTALLATIONS ARE ONLY VALID FOR MAX. ASD. DESIGN PRESSURE R477NG * VAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER ?. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. THAN 78" UP TO 108" 3. FOR NEW WOOD FRAME CON57RUC770N: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. TIQ \'a0.`�Z440Yt�t°e115S444s3o1 d��` • 'GENS FLORIDA BUILDING CODE (Non High Velocity *` Q' v\ p 02015 RLTECO.uva 0.050" BERTHA ALUMINUM STORM PAA N07E FOR COMBINARON OF SECTIONS: (2.00" DEEP) WALL MOUNTING SEC71ONS CAN SE EASTERN METAL SUPPLY, INI COMBINED 6Y ANY WqY TO SUIT ANY lNSTALIARON. T"`�^--�r, "CC ® INC. h Ly /268 IVEST ROADS DRNE ••"w�„�?j3�1 Y,••+ �4 T1LUT TESTING & ENGINEERING COMPANY WEST PALM BEACM FL.33407 'cr Oi{ �ys� ssss n.w.aem.sa,sl..sus.vwc:nlw cnnms+s,n 3see PHONE.•(SBI)2D9-8263,FAX(56!)891-1716 a6Ao�m (30sJe71�-+9 671(Dor')H71-1ss+ ..ro wzm.non ah ter.no wsamnm� lfHH61T`d1 N�9q���Op W LPo�Le A4 87 I- F 2--I=aw n-n1 `