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HomeMy WebLinkAboutProduct Review Affidavit ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: NOA or FL# ADDRESS Y0051 NOA or FL# CITY/STATE NOA or FL# CLADDING TYPE: co 0 ✓G� ce-i-n-i NOA or FL# - -COMPONENTS-AND-CLADDING OF-WALLS -- - ----- - -- - - - - - -- - - ULTIMATE DESIGN WIND SPEED (Vu/t) 160 O�IAIAL DESI£, I��D1P`ED$ `} ;� 1h_ ROLL DOWNS, WINDOWS,MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 EFFECTIVE WIND AREAS WIND DIRECTIONALITY FACTOR 0.85 ENCLOSED BUILDING GCpi=+0.18 <=10SF 10SF><=20SF 20SF><=50SF ( . ���r' � POSITIVE PRESSURE ZONE 4+5) 41.024x6 39.2x; F 36.7 :$?y NEGATIVE PRESSURE (INTERIOR ZONE 4) —50.03Q`Q -47.9 $ . x -45.27 NEGATIVE PRESSURE (END ZONE 5) —61.73 : 57.5 :�#4'S —52.0 PARTIALLY ENCLOSED BUILDING-GCpi= +0.55 <=IOSF IOSF><=20SF 20SF><=S0 SF POSITIVE PRESSURE ( ZONE 4+5) 53.9 a32.3 52.0 � 49.6Zg$b� NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 - 8i —62.3 X37' —59.635:1 ` NEGATIVE PRESSURE5ZONE END — 4' p -66.5 -39 ( ) 76.1 —72.0 � E��' LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 Coastat Shutters And Stuff {772} 335-9198 Port St. Lucie 772 461-2116 Fort Pierce C9 PI ja'm er5Lv4 eq Ae. CUSTOMER'S NAME PRODUCT: LAYOUT SHEET �1 I b � � D Q r � C o c w -tt cv` j N � Q N During installation we must have access in and ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. CUSTOMER'S SIGNATURE � i i 1NE'2015 Florida Building Code Online BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts - Publications FBC Staff BCIS Site Map ; Links Search Businesp�, ) Professioni uroR PubliApproval al V !;r U10 dorl �if4>!A !�II1fR Product Approval Menu>Product or Application Search>Application List>Application Detail Y' a..v ? FL# FL11968-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report i Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Frank L. Bennardo, P.E Validation Checklist- Hardcopy Received Certificate of Independence FL11968 R3 COI 225inoanelsCI D'df Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code http:/A&rww.floridabtfilding.org/pr/Prapp dM.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJxGyGiZlxl gjSg5RS*/ f4ouMrA%3d%3d 1/3 1CV6!2015 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description ........... 111968.1 0.040" Bertha Aluminum Storm Corrugated—ialuminumstorm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ- to provide hurricane protection. Drawing Number 15-042 Limits of Use Installation instructions Approved for use in HVHZ: No I FL11968 0 II EASTERN METAL SUPPLY INC, ..DRWG.15- Approved for use outside HVHZ:Yes 1 042.od Impact Resistant:Yes I Verified Bj: American Test Lab of South Florida Inc. Design Pressure: N/A Created by,Independent Third Party: Yes Other: Large Missile. Max. span is 12'-0"for+25, -25 p.s.f. Evaluationi Reports i and 4'-0"for+125,-130 p.s.f. for sections 1, 3,4, 6, 7 8 FL11968 R3 AE EASTERN METAL SUPPLY 8A, 9 and 11. See sheet 10 of installation drawing num; 'erINC. P,E.R.1 DRWG.15-042.1)d 08-145 for other spans and pressures. Created by independent Third Party: Yes ............ 11968.2 0.050" Bertha Aluminum Storm t Corrugated aluminum storm panels retained or not by tracks Panel (2,25" Deep)- Non-HVHZ- I to provide hurricane protection. Drawing Number 15-044 Limits of Use Installation' Instructions Approved for use in HVHZ: No FL11968 R3.11 EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 044 Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A I Created by Independent Third Party: Yes Other: Large Missile. Max. span is 12'-11"for+30, -30 p.s.f. i Evaluation Reports METAL SUPPLY P.E.R.. D III W G 15- -80 p.s.f. for mountings without"h" FL11968 R3 AE EASTERN and 8'-2"for+75, I header. See sheet 5 of installation drawing for other spans 044.pd Third �S Created by Independent Third Pa!rty�: Yes and pressures. ................... ....... 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel (2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ- Drawing Number 15-043 i Limits of Use Installation instructions Approved for use in HVHZ: No FL11968 R3 IT EASTERN METAL SUPPLY INC DRWa-15- Approved for use outside HVHZ:Yes 4:. df Impact Resistant:Yes Verified By American Test Lab ofSouth Florida Inc. Design Pressure: N/A Created by lindependent Third Party: Yes Other. Large Missile. Max. span is 9'-8"for+30, -40 p.s.f. Evaluation Reports and 7'-2"for+70, -80 p.s.f. for panels mounted without"H" 1 FL1195-8 R3 AE EASTERN METAL SUPPLY INC P.E.R. DRWG header, See sheet 4 of installation drawing number 08-142 j 15-043.od for other spans and pressures. I Created bylIndepenclent Third Party: Yes ............ i—._......_..._........ .............. 11968.4 Clear Bertha Storm Panels (2 1/4") corrugated polycarbonate storm panels retained or not by Drawing Number 15-046 tracks to provide hurricane protection. ........... Limits of Use Installation instructions Approved for use in HVHZ:No I FL11968 Rj 11 EASTERN METAL SUPPLY INC, DRWG.15 Approved for use outside HVHZ:Yes 1646.QdfI Impact Resistant:Yes verified By: American Test Lab of South Florida Inc. Design Pressure:N/A I Created bylindepenclent Third Party: Yes is 10'-0" for+28, -28 p.s.f. Evaluation Reports Other: Large Missile. Max/span I A.S.D. and 4'-0"for+105, -110 p.s.f. A.S.D desgin load, See FL11968 R3 AE EASTERN METAL SUPPLY sheet 3 of installation drawings for other spans and INC. P.E.R.IDRWG.15-046.pdf ipressures. Created by _±ndepend6nt Third Party: Yes Contact Q 1940 North Monroe Street,Tallahassee R 32.39 Phone:850-4 _87- The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::PrivacylStateme ::Accessibility staternent;:Refund State under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850,487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.Imust provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 99 E httpJ/www.floridabuilding.org/pr/prapp_.OU.aspxlpwam=wGEVXQwtDqsxYleb4opODf7EcLXlecJxGyGtZlxngSg5RS%2fiouMrA%3d%3d 213 1 i scNEvu4 .., . vte✓d'o.- UNIT SHUTTER PRESSURES OPENING SIZE SHUTTER SHUTTER SHUTTER STORM BARS ANCHOR PANELS # TYPE W X H WIpTH HEIGHT SPAN # REQ SPACING BOLTED �3 al o 27 ` 3 , o", jol 6 93 y 72 7 go. 61-s " 7 3 72- s 80 37 s2 s SY l _ Orr V6 3116%1 �o .23 . ST 37 q o L-/-r q6 3 , _`0L► t.2 k . -2. ) SrE71L�AL t1�� NGTEs l-STORM PANEL SHOWN ON TAS RMVr EVALUATION DOCUMENT(AGED.)94S BEEN VFRD7EO FOR COMPLAWC W ACCORDANCE a, UNLMUM t)AEMBEDMENT OF rAPCON,QCO P/Wamm AND C'TM-�CRUP AtICHX45 W70 CONHCIm BLOCK WHIR TWE 2014(SIA EWRDN)OF TME fCORY04 BULOWC CODE TIS STORM PANE.91ALL AM LAE A STALLED AT HIGHmocaY U1R SK4LL BE l 114',' l J/8'FOR ZAWLC MAXIM ANCHORS AND 1 1/8'FOR RED WAD ONMBOLT SLEEVE AAKYiORS HUNMWE ZONES(MAW-AW/BRONARD COUWIES). DESIGN WHO LOADS SMALL BE GE7E WOO AS PER SECTION 1604 OF}ME ABOVE A9Nl ONED CODE: 92)718`CAt*-W ANCHORS SMALL BE ENTIRELY EMBEDDED WTO THE CONCRETE BLOCK UNIT.NO SMEDUENr INTO STUX0 fOR A WIND SPEED AS REOUIRED OY THE JUMSOICT10N NAME TIESE SWRTERS HIL BE OWALIED AND SMALL BE PDOWYED. 114'/-20 SQVWS USED SIM BE 1 112"LOW"UMMUM SHOULD Snxw EXIST,AND I" FOR A WRECDOVILIY FACTOR Kd-08&USING ASCE 7-10 FOR I STALLATKWS UNDER 2014 FSC AND SHALL Ammw FOR WALLS WITH ND SFVCCR Nor EXCAM THE A AXWM(ASR)DESIGN PRESSURE RATINGS OtLN ANEO ON SHEETS 5 THRU 9. /N ORDER TO VE "THE ABOVE CONOTKON,ULTLUIE DESIGN WIND LOADS OETERIAWED PER ASCE 7-10 &J)NINMUM&VBEDMENr OF 11410 x 314"ALL POWTS SOLD-SET ANCHORS SHALL BE 718'WTD DE CONCRETE BLOCK NO SMALL BE FIRST REDUCED TO ASR DESIGN WEND LENDS BY NiR.TPLYING THEY er a6 W ORDER 70 EU EDMENT NOV STUCCO SFNtL BE FEW17W. 114'0-20 SS.414CONE SCREW USED SIM EE 1 112-LONG TO COMPARE THESE W/UAX (ASO)DESIGN PRMWE RATINGS WOrfAIED ON ShEEM 5 7WRU 9. ANNNIUM SHOULD Sn0CCD VJST AND 1-ARNYYUM FOR WALLS WITH NO STUCCO. IN ORDER to V'EFfiFY THAT COMPONENTS AND ANCHORS ON DOS P.ED As MVEO WERE NOT OVER SIRE55Eq A 3JX WP,RFASE a4)W CASE Ymr Awwr scow OR PRECAST CONCRETE PANELS BE FOUND ON TIE EXLSTNAG WALL ANcuoRs sWALL.BE LONG ENOUGH TO REAL!THE MAN SrRvcnaE BEMMT SIGN PANELS ANCHORAGE SHALL BE AS WOCIHSO ON NOTES W IN ALLOWABLE STRESS FOR BIND LOADS WAS BE USED W TNETR AN4LTSM A OLMDON FACTOR W-1.50 WAS USED FOR 6.1)AND 61)ATOW. WWhc?C4WN OF FASTENERS W WOOD. STORM PANELS AOE01MY FOR WACT AND FA77GUE RESISTANCE NAS BEEN VVWIED W ACCO UXV WN SECTION,1609 1.2 OF (C)ANCHORS 51H4L BE INSTALLED FYLLOWING ALL OF TRE REGO7LMBOAVIONS AND SPEOPC47A7NS OF TWf ANCHOR'S INE ABOVE ME NITONED CGDE AS PER An REPORTS/mi.01-98R,/OJ29.01-00,/052501-W AND/0512.01-03 AND ALIAWACTUREFt /06rZQZ-04,AS PER SSW 12-99 S%ANAARa AND 1IN722LO1-01 PER TAS 201.202&2" 7.PANELS AtAY ALSO BE uNSTAtLEn F/0RIZ0NTALLY fOLLOWTNO rNSUUATNFN OETaLs SHOWN ON SExTONa-T THRv B(sTHE£t J&4 of 2.ALL AU)4WUU STiEET METAL PANELS MAU WAVE 5252-W32 OR 50104-4414 ALLOY. 9)EXCEPT OLAr HEADERS A 4&5 swu Nor BE mDL J ALL ALUMINUM DMISAM WU BE ALUYWUM ASSOf.' VCW 6063-16 ALLOY&IEYPFR UNLESS OMV?WISE M7TEa &IT SHALL BE RUE RESPDAMMITY OF TWE OOMRACIOR TO VWFY THE SOUNDNESS OF THE STRUCTLME WOW ShWIER 1S TO BE STORM PANEL COHRMVENIS((4j MWE0 PLATE AND Qq SNAP CAP ARE PATENT PENt>M ATTACHED TO NSUR£PROPER.WCiR7RAGE TINS SNUTYW SWL ONLY BE ArrACHED TO CONCR£1F,OWCK OR WOOD FRAW BUxO GS 4.ALL SCREWS TO BE STAWLESS STEEL JO4 OR 316 GALT SERIES OR CORR05M RESSTANT COATED CARBON SIM AS PER ON 9 THE WSrALLAnON CONWOWN S 70 SWC ULK ALL SNURER COMPONENT EDGES In"REUAW M OVIINUOUS CONrACr WITH THE 50018 W/50 ksi MO SIRENOTH AND SIO INTI IENS'IlE STRENGTH&SMALL COMPLY W/FLORIN,BUILD/N0 CODE-SECTION 241},S5:0, BUIOWC TO PROW WTNO/lUW,0ffXUSILW.CAULK AND SEAL SMARTER TRACKS ALL AWUM/PAL LAIM 5. BOLTS TO BE ASTM A-307 C4LV.WIZW STEEL OR ARS,304 SEMS SrAWLESS SMR. WITH J5 AaH MWWUM YIELO SIRENGIN. tX (a)TMS PE:a PREPARED BY THIS ENGINEER S C&MW AND DOES MIT PNOWE INMU 411W FMA SITE S rcm PRWECf,•i.e. WHERE THE SITE CONW)ONS DEVIATE FROM IRE P.ED. 6.AWf1ORS TO WALL SWALL BE AS FOLLOWS:'(UA1tE5S OTHEIMISE NOTED) (D)CONTRACTOR TO BE RESPONSIBLE FOR INE SELEC",PURCHASE AND INSTALLATION WCLODWO LIE SAFEW OF RDS PRODUCT, (A)TO fXSTNC POURED CONCRETE' BASED ON IM PE:O.PROVIDED N6,/SWE DOES NOT DEYVATE FROM THE CONOTTOLS DEWLED ON TAS DOCUMENT CONS77MADN SAFETY AT SITE S TLE C NMCTORS RESAWLSMUff.. - 114"0 TAPCON ANCHORS AS MANUFACTURED 8Y LE.W.8ULACIC - 114"I Cr TAF-CIDP ANCHORS(80MA STUD-CAN).AS U44f iCRIRED BY TRU-FAST CORP R41XIF. (c)THIS PEa WNL BE CONSIDERED BNALN IF ALTERED BY ANY MEANS - 1/4'0 ZUW M4VH ANCHORS AS MAINWACTUWED BY POWER FASTENER,INC. - 114"0 x 718'CALX-W ANCHORS OR LLW mate&femate'PANEWATE'AS MANUFACTURED (d)WE SPECM PMCCIS SMALL BE FAWARED BY A FLORIDA RECLSIERED ENCNEER OR ARCYTECT WOf KILL BECOME THE TTY Powm FASTENERS,HNC.AND aco CONS7RUCTTCV PRODACIS,RESPECTIVELY. ENGINEER OF RECORD(EOR)FOR IME PRWECT AND WHO WILL BE RaPOM ISLE FOR WE fflam USE'OF THE P.E.D. - 114'0 x 3/4"ALL POWYS SOLID-SET ANCHORS AS DS1848UIED BY ALL P090s SCREW,BOLT&SPECALTY COMPANY: ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE PED,ENGINEER SHAtL SLOW TO TOS LATTER THE sar SPECIFIC DRAWINGS FOR RENEW NOYM. z (a)TNS PEND£Jt4U BENT IW DATE AND OT/dW SEAL AND SIGNATURE OF RIE PRW'ESS1aWC ENWER OF RECORD TRAT -At)MWIA"OFBEOHHFNr WTo FGLIRED COA CCRE7E OF TAPccw ANCHORS RED 1 J/4,fi7R 24940 NNLW ANCHORS S l J/8? PRE7'AREO?. FOR EZCO PAmaU4lE ANCHORS S 1 514-AND FOR CF TAP-CRP ANCHORS S T 114'. A2) 718'CALK-,W ANCHORS SINCL BE ENTIRELY EYBfDDED WO TWE FOMD CVWC bE, NO EMBEDMENT WTD STUCCO 1 r•SECTION 17 t SHUYAR O EW ETLI LLABEL SMALL BE �L ON BE��MW W ACCA404MCE NTN SHALL BE PSWITIEa 114-0-20 SCREWS USED SHALL BE 1 112-LONG MMMUM SHOULD STUCCO EXIST,AND 1" LABE{m TO 00"'LY WITH S£CTON 171X8.2 of IME fLOR04 BL Clw CODE MINIMUM MR WALLS WITH NO STUCCO. A3)Mimmum BHBEmea OF 114!x 314'AL PDMS•SCUD-sa ANCHORS SHALL BE 718'INTO THE POURED CONCRETE NO EMBEDMENT/NIU STUCCO WALL BE PERMTTED 114-0-20 SS AV4CHEVE SCRETY USED SHALL BE 1 112-COME — -_-- __ -- --- --- - -- MWIALUM....SHOItD_STFCGO...fa75T,-AND_i-AOMMUM-FW WAtt$-*MI-NO-SRAxa— A4)W CAS£ONr PRETAST SR7NE,PRECAST CONCRETE mmasi OR PAVERS BE fomp ON THE E7UsnAG Mat OR fLOOR, ANCHOR SMALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANEL$ANCHORAGE SH4U W AS 1NDCAIM ON NOTES A 1)&A2)ABOVE. 774IS DRAWING SMALL ONLY BE USED TO (B) TO EXISTING C&"EW BLOCK WALL.• OB7AN PERAlFTS/N THE'STATE OF FLORYLTA - 1/4"0 TAPOON ANCHORS AS UW ACILARED BY LEW.BULL".. - 114'0 CF TAP-GRIP ANCHORS(&RIM STUD-COV),AS 9ANUFAC7VREV BY TRU-FAST COPPORATON. 1\ - %4"I 'CALZIAVC K O ANOMRS AS CO male&nM NTI�'PA E MATE ACTUREO "�� - __ BY POWER FASTENERS, SNC.AND_ELW COA MTUCTON PRODUCTS,RESPWATLY.- - `�•'.�P - 114'0 x 514'ALL PORTS SOLO-SET ANCHORS AS DS7RBNE0 BY AL f�MS SCREW. BOLT&SP£CL4t7Y COXPANY.�• �1 12ORIDA BUILDING CODE' Hon HJ h VelocL NuFr/eane Zone - 114"0 RED HEAD DIHA80LT SLEEVE ANCHORS AS MANUFACTURED BY LEW. 6mm. No.Q4167 02115 mmn m 0.050 BER ALUMINUM STORM PANEL r-at. 2.25-DEEP) arum Dr R EASTERN METAL SUPPLY, INC 21V AM- • '., LJA: .`\�`� E C 4!rlC. .LSA*w Naas LWVE NTE RM P"SEAM UM MlJr rLWM&ENOWEERINO O71JrrANY MKWG( TAC OSLTLT4I_n", 15-044 Wes AA,'rFs M1NiLIii Al�AAti,`\k r01EO-AOC47tY(x,_cavr91p ,os► d.v awt .ns aseur a.¢ WA*M ry RNID?A ,N:PNC ota rl.w • sl/w l 4r1. ROOMe7e. ure7 'I.aRS'Oeua ADT117 I.S•lrOrAl. 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LL I QAI• '1 AUM"E tt0 f00tnaV R �i + + } R 123• 20ob• . TRArxt ANGLE J. soft:ab.-r low t N how"as.oro J r J0/sot= od d f t 2'x 5'fYo7J x.123'Affig ��s !° 1T s ,P s DETAIL 1: mn w/ tJlsT 2NC m root fm soft:y-r- nAMP as+c AW may. .>�t AL3 -(r= Q2 KEY HOLE AT PANEL parr � 790 $E ��J 1•M JOI 1y .: .P owFb't7 D .Tab' • J{ 4 2aa0' --� u reAiE .s4 - Aa�' _ , - -- -_�_ -•�" Iso - — --��- aAu la7 a/ei JlufrS� t •�-- .Per �d Paao` .? Ar rfw It�f 2Tmw°'a• AG!• .af7' � mac S �— .oaf• 471 Rf a7e' H �D�AURI "7°9• J773• m © KEY ROLE'JLASfffJ4 !2A ROM#�E'AT PANEL IAl L' i.� .ars "carr .y •°r (OPBON TO 12) F°'ss",u�nm�r, o SUM£D P(A7E ,t'��� ---x r `t��`lo T i, �. P,.• FLORIDA BUILDING CODE Non High Veloel Hu7rlcon0 Zone - NL1CFrl�j,�;';f•',Sjz e2ore ffcrtaq tc 0.1150"BERTHA AtUMtNUAI STORM PANEL raa 0 44 (2.25'D16 CPAW Br EASTERN METAL SUPPLY, INC °'atm f$��fiBirT'xt4'LONG jyAtt JKA7E �' fro.// .4 Nit�wmso�t EN Ftrmeuo convAAfnq mm P" M* 15-044 suo yrr.r- fi• W Ff7 t� (4r4��� ,ter e f 9tvf-u'I.fr i f>a9o,-wr A''�'�Cs677209-aPa;rAC(fafJGl-t7le 4cw +ntsf>ae oar as,. CFANSA Ab tf,7j7I//!•'t�'lL t.NQ�\��,'\ RO.Flf1f lJOtJp. 1NJ 7R Ir•a» : sHEtf/A ar TI , t IVP MCK (SEE GONPONEMS, SF(W to OF 9) .= —CONCRETE ANCHORS (SEE SCHEDULE) i i.1 iAW a o a o a o ._r_ '_.�'..r_`_; S_.�_` ,_�._+_.�-_�_!_r_i__..`_I F _� I IL 4 h I z H 4 Tw p JTIT I � z A a i i A r �-�-i -- CONCRETE ANCHORS (SEE SCHEDULE) M 1 Min. WnW nVXK STORM PA NEL-T_Y_PICA_L_ELEVATION (5EE OOMPONEM' 5HEEr 'AJ — --- �114-Max. GAP 1 1/4"Mox. GAP - lrP. f �'N - FLORIDA DWLDINO CODE Non N(h'Veloc! a Zona nu=u+c 0.050 HER7F4t ALUM1NUAt STORM PANEL FL" No. F (210 DEEP) cram sr. SECTION A—A 4167 i7tY J—.�..�.�0� EASTERN METAL SUPPLY, INC °'�" - f IIL.IF. �Ne. 4m WT 5440 ow sciLE: 1/8- • r^ n $ mur n3fM a OVaraMMO VVWAW rasr rrw arAat n ua� 15-044 � "i4 �,aa''""/AaJa"a,uoa eau n.vr wane fsatJaoasseuG rxr.(sar)s,wrsr� qcsv� �`�'' rms+ a ns: r-wr ,nc r a� am anc s arr rs Iif4ixlrs'xe // •� F \\\ ilaRgl!JG (4107 40 rl-Lt ` 9flLT S P"11 iniliNttll CF v QW-W a XAWC ee+pnx AM solMtiscr aro rur!mws MAmyOe U wm.r!nOetle AMnrrrs A�ViWS sPwxw) FAMEtiour AMW26 ynr�,pl {Cane t I —.AN7tYS RR 951OL^ I I 3 QxrE W � J I I 11 I 5EPARUM TO I J to fCLASS cum I Mow" CLASS C14SS I CLASS T- 114*0-20 x 3/4' �� N1NfJ7 lf* I 6 f2"R-1'wm w I t J 11t f MLW 1 I AOGOPEDCONCAVE u FOfAeEO J a 11 q ( J a W $ CONCKM COACRECLOCK WALL OR CoAcam W Amu emo CoMwr RE0U J t_. CmE B uwG I SLOam MALL - 1•Nn/�� A _ . � � I 1(JNUYO;ro Mac"RW IAWO onmr, omrsamr a ar-Ocy,.W.a r>spry,W�(_ry acv uwF/mIW1E(rNnIU1E =01! am mu nwrc yAN9JWE ralrtE ilurz+c0r 11 CmG ARY,Y10te�SMX[WAE fUe soAau) f. rua SPx[TC) pa 6p(ctuE rar WAVW) AXWM t�E sotpxr rtw�Av+cT SEC"O ANOMR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 Saar:,/„-- ,- SECTION 3 CCA1e:3!e••1' SECTION 4 Saar:.+le-- e �/8•x 3112-WM,W I CLASS 1 c A=mss asYAr�cE O 12.O.Q I tat I (SEE.1p8 W0»ON i r 1�/sarcc»�J 5MEl7S — -- —-- — 4 1 114'0-20 x J1{• WYE MR OOASMI W OF SECYVM POLM d I I 3/32'HYlIG a W.UftOwnuLm uotnJ w=Dom cw ar cOtCYtttE W ( 12.O.G C030SUV n TO X MY WAY SUZY ANY th(IVATMJN. CVACR• E I y M U Cum I - - • - 00 MM N�N� Q 1!J��i� FLORIDA DulwING CODE Non Nigh velocityNu Zone sEcnolT O sriro \CEA/S+ e2ors neaGa3 n 0.050"8ER7HA ALU+SfINUtt STQRA!PANEL rrzr (2.25".DEEP) awnv er WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION EASTERN METAL SUPPLY, INC SECTION 1 sc,1e:3/e--1- SECTION 2A same,3!s-- 1' �'� �1 L E C Q 111c. .=*WRGw ens ��0 :� nGUY resmo&EAVVW WW COMPANYMYPAW WAM n-SM07 /5-044 •�. '" me ra a. uow R mw n1GLY (Mf)2W-d=FAX POI)e11-IYIe 1 :Or YAe aF sECJww a slva 1wro AESO ram ,�Fi5' <DA F4P ��1�k' '••""? a' Ooen9 OxAMM w lWtt G1Ot11J1l V A57AitAO0.Y—SECOON 2{TO1r) ',��///(Jp�v„tin� i\���`, nIER Ait.P 1Jn ae 1,-M 1 LR'O J or 84 IM'tixltw OYA'-#H Q4 EHOO WWK GrK-eltR aM/tltP/ 7 8Y ONLY .GYft sCiCWE'iOR S7i/oL^ E 0. sOILr�L RRW SMC1T�)vE 0."'_... AN!£AMW A -) OR ArwrrOEs`6N'r ///4'r-gyp S S lAurASHER \\\ ttlt•^E rar e0t7�'j MfT 8 N'.tStFR CALK-ft o .itt POiiIS SOV.1� NOR C _ O rZ-0.a I I T. Pnvrrfu oatas�re I I I! (W sPac ,%�� — o rgt u j j ry a LW 10CA710H IBLOCK MUL I d = S Ca t 9 tmt• ` 'EWAVW � i Cont ! r'Caauvu I !'iwwvm I s wWm�is evrxo I ► !,a�aHaR e I SD$ARATZZI M i SE'PAIttHTLYI 17 i E t'a s i I GLASS I r. y I sEr�TO- CLASS k I t SSam sEPAR4WH roGLASS J I ears��71V I 4 t s/s2•w�r nvr e p ALTERNATE t2•a s i r LEG Ca(IIACV/ 9 Gbnt i I ,RR•O t1'O. 0."NORIA`?NUrx0 I FlOOREA d ! Cont f mOR rGO SLOCKW Mum ,.�. GtLK-Hh;ALL)YHNTS SaMl7-SEH OR4 /-76n. ,KYinm t L Pow" ,• /' am rwtfEE wAtz PAA'FIICVF AACfiCIxS V.Vam 2ArtEc ewrc uro 0-20&S.MAMW ,eea�e�n I 1 waean- 1 I (SEr SadOXC�FOR srnerva, DtTRBRtS(t1L@Cx C7Lt.1 aF A"-t�II+ o r2 w/a�&W�l4f7fR F Y E E 0. O{�Y�£RZ WE E 0. WOR"W�6 (SEE sCHR a an SIymv) (SNF 9WMW/Dv S AQW) OzF SPWA Em BOB1 bbnt UILD OUT INSTALLAT/ON CEILING & FLOOR MOUNT/N CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION•(Q. M. — SECTION 5 eG1E:s/e--l- INSTALLATION — SECTI 6 INSTALLATION — SECTION 7 — SECTION 8 - OE 11410�ZO SGICE I trALK sort w/�STca,�uP2o raw fizw euro MASS N61O AWNE S WW W/LWTH AS MR NOTES AZ ! R e.2(SHEET/). // A- EE(WE DISTANCE' ARE _ 9 t ( E 6OL)S W%7/6fx' S}EET WAD a CCu2mE W"W/LEh47H�hS NOWAZ dt YaMNO MY O R2(SHEET t) ! t• ( I .400 wIr MR couemntw Or SE nOw Hu auvs twx x , �I E a Hn! �!! 4R„ tCF)f��/max fLPRIDA BUILDING CPO£ Non H( Ve(oel Nurrlcone Zone) CR am W¢7R.C.ITNX). �o`. eCre=AC s ) .`��Q`;.•''C Nu^''.s/,Q�i�y 02015 my=HNC: D.PSP-BERTHA All MIW N STORA! PANEL rAL off POERW CVNCRElr l '�: \ . F �•. y (225-DEEP) CR INN sr. FLOOR MOUNTING INSTALLATION ?< ' ���� EASTERN METAL SUPPLY/ INC SECTION 5A SCALE sis"-t- :------ C� MAI?nWW EENGleVERM CWPAHT s2Ea U M F J eEsr PxAr BfAtfC (MI)94 15-044 .•`yyy er.eeG Mow n.0m HK'KL(Ser)24P-a2eA rAc[be/pCr-ntO [}' `"'EBoaoisl`�i9 am"m Na "'i„ryrC •..., R . '(�,\4`��e" wAL1ER A AHE? ted ao rr-m a 51fOiT 1 OF N r°TiHN V llgpq�Ciis POURED C AKWE ! r r�oLuaaCavmw OR OLaAs[p CoNaWr BLOCK WALL. OR 2r' jer I 7 ( rr 1 r -, -=`OR WBLvgtlAt .MO°A POUER �00G� 2500 C 0 12'0 A . o r a a YAaEs s' / REaom ALWAYs 2' 4'xN BOQ7 M7ERWIE LEV tOO(VON OR OR Cl x LAA -7a ALLOY -^ a aq c=_ oR Coxr Axn araeLA Oa.atn'arcs oras SHFET METAL ARxn. I !fs`t MET ex 4'x.072' J*M FIVE 6 24'a Co 3105-N/4 014 600-70 ALLOY W/.NCxMII CWAMr.MOLE CASEg -1/+"= '�- I' CASE E B (Plan) CASE C (P/an) CASED (Plan) SCALe. t/4'a i' SP.ALE I/4'- f' END CLOSURES DETAILS IqZ- 1/4-a L' MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND C-0RRESPOA DING MAXIMUM PANEL LENGTH I cnv, Lr SC14EDULE FOR A JWN PANEL SYSTEM a°a"" �" ' """'4) 's° TAAx' REpuRm- prEdB) ._. COV,NWORS Et4 IL'0t RE0t1/REp ALL.POW SOLD-= VAMALI/L U-PANQ LEWUl (#E 500WIL£MR SAHRRr) ASS DfL(ft) ��L�r(��N � PRESSEW RM ( ' MOMWE OWLL4lgVYA 14A? MGONLL7C W LrttLN4pY:W/ WXt Y7X�V Lr/ 0101//. T'/A'AOFR� 'A'//LIOIER Q OOIKIfM1rT LSI B +".0, -sap 12*-rt' 12*_11' 02-ft' YYAIIW +J0-0, -JSD t2'-JY = = f21 t' f217' � I —�•-� r Ym8Ra1 ( fV� I Cavr. +A%O. -40.0 12'-0' 12'-0' 12'-,r � m�"K 3 7 •x 2 dP• I ° I :. I +45.0, -50.0 f0'-7' —l0��s—...... f0-7' ---_OpVL-- 4 P09JBE0�_ `CASE-E- Plop) ootxwm L scar. 1/4'-r +50.0. -55.0 !O'-0' I GDlrr. Poem comoam � SECTION a STUD +55.0. -60.0 9t.-71 8=6' 9=7` ON�—E BLOCK . M1 rrP. TOPI&OTTOM +00.0. -65.0 9'-2' 7=9' 9'-2' rAr CON ANd(Qg a4.. ALL PO4rr SOLO-SETW.CmCAVI. +65.0, -70.0 8-9' 7=2' 8'-9' L ) (��llllt�L�i llf" i%', +70.0, -760 8'-6' s 8' 8•-6' SECTION y�Q�.• G NSA `'�•,� aORIOA BUILUNG COBE Non 460 Valool Nurrlcan0 Zone +760. -8070 8'-2' 6=3' 8=2' WAE.3/8' tY�• - o1HH 7llEEq NC aO5Q'BERTHA ALWWAI STORM PANU raL. q.,AW01 : *= (2.25'DEET) LWxMN Lr bt4iE MINIMUM PANEL Lrwm LS 3'-o� EASTERN� METAL SUPPLY, INC T IE C O I„C. 4m wwRam " Q `a nwr rivnw a E7romEraxvo CovrwY �L�r�n�D7 15-044 �,�,'( 4rb1 nra LY.lt{M]Mr cadaq a.aro iKV0(MI)toD-el%rAK fMV)Q41-17x0 ���/fjfi a r'`;..•��`ti�•* rem.s L>iiaL,$ PK�n-+ssr a.rr my rr rw r awor a tYOttFpW tb fir SSIUNA�^ l+`++ =ILuN iirBP mrr carr a or r4 tips saNmur parwlps RLorRao A/paRY1 sMcilc AMAXDaW A.S D. DTsSIM PRESSURE RATIN'G(p•_s.0 AND CORRESPONDING MN—WX ANCHOR FM A 6'MN A50.CESYrN LOID Apo MME L21F$!lp ' A=VCXW !AIlE1flr Y{kippt fiS5E7,tfAGM RJR A CJIEn E A•.EDGE sommar cmLW AE HWW AS PO1 PSC ACING MULF. FOR MMLL.ATLONS fjIC 2 CONCl�EN AND CONCRETE BLOCK �3UCTL�'F•'S OpSTAIRCY • UAW Mill OU ANMRS S AOM FCR E a-J r/2'» APF M ME TO Y+W.Y W I VM"AACMRS SPACM FOR E a .J 112•I+ APPl�G1ME'rD auxin ocum vuvm mOLX-rR SMO-SET MMIU ES CF Pp-ow I& PAM OES�gY TAi�iNS pm in i C"-,WSdJ3-SET PAMUMS fr ZAP-OW fP �'�I a ma PRESSURE Rm p W ID 70 W 70 >a w W to to III to 0P NOW BIC Ta) RATO to m 41 To A 1Q is ZD +o ra of RADS 2'lc !P>•p) miAfNE ussav+r cowu 1E r4%w Ltimewr UiS0.4ti ooNcfvr U450MY Comm Utsaw cvmc 0.(E rttmvtr lvE} COMM MASO ' OONCAM mm" aavamw utxrai pm Rm,taselpet' OavvPCtE'ra 10 wsM+r t rz• - 12- - tz" - - - 12' - rY 1(WP) rz' - r2 - 12' - - - 12' - to' - I(RP) t2• to, 12•+ 12' l2' 0' 12" 12' /2' t2" 1x' 10 1 (ErOr7OUJ r2• 6' 72"+i 12" 12• s' r2• t2• r2` 12" 11 Ij2• 6 1/2• 1.e(surlmo 12' - f2• - 12^ 12' 12" 12' 1' - 12' - 2.9 vw) 12 6' 11`+ - 12' t2` 12.- 1?- tz• - it 1/2` _ 2.$+(rop) t2' to, 12•+ t2" 12" a' - - 12. 12' 1 12' 10 r/z• 2(87T7W) 12• 6• 12`+ !z• 12' s• 1 - - 12• tx' 110- a r/7` z(VOTIG4) tz' to- 12'+ 12` M- a' - - t2' + 12' 12' t0 t12' 24(6011TZU) 12' 6• -,.+,F42' 12' S' - - 1' 12- 11 1/2' 6112- 24(60TTUr/) +.754-440 12• _ 12-+" - 12" - _ _ 12" - 1x' - J!4(WP) g-o• 4#4-Nro 12• - 12•+ - 12' - - - 12' - 1 r i/T' - J a s(XP) OR fT'- lo' 12'+ 12' 12' g• - - 11' 1' 12` t0 t/2' J tBOlrOlf) OR 12' 6' 12`*f 12' t2' 5• - - 12' 12' i} f/2" 6112-1 J{6017,1) to-0 LESS M^ ro' f2'+ 12' T2' a. - - 12' 12' 12'. 10 1/2' 4(WTMU) 1664 1' 6" 12'+ 12' 12• 5' - - 72• 12` It I/2" 6 1/2' 4(VOMW) To r12' - 12' - 12 - - - 12' - 12' - 5(RTP) f2' - 12' - f2^ - - - T2' _ t1 1/2` - 5 ow)10" 12' t2" /2• a• - - 12' t2' r2r0 112' S(n0T70U) 72' 6' t2t212- 5- - - I2' 12' 11 !f2" 5 r12' 5(SOnW) - - - 12• - - - t2" - - - 6 OOV to' - - To" - - - - 6(rrw) - 6(807709 a- - - - a" _ _ _ tt - - 6(6OnDU) - - - tY .. - - t2' - - - 7 7• - 7. - - 9112' _ _ _ 547aW&W- - - 12' - - 12' - - - 7($(1770") 1. - - - T - - - ... 12• 6' 12' 12' 12' 1(-PA- - - - - 12' - 12' 12" 12• N2' - _ (R7P/80770U J2' _ 12'+ - IT' _ _ _ 12' - 12' + OKI'WCON ANCHORS OR ALL PONT SOUR-SET AaONED FOR&fvWW S mo,R 12- B' 12'+ 12' ...12' 6• IT' 12• 12' 12- 12' 9 IA- 1.9+(BOTTOM} ++ AIVC1pCR5 SPACYAC ONLY YAL1D+UIP 2Atp1C/iNl7M 12• - 12'++ 12' 12- 12' 12" 12' 12- - 12' - 2 e(70P) r SEE SHEET a d 9 F7M ANCHORS TYPE&SPACM 12' 8' 12'+ 12" 12' 6' - - 12" t2' f2" 3 t/2' 2(8(17709) • fOR NSTALIA7low INTO HMO FRAME Bu mm f2- a` 12-+ 12- 12" 6' - - 12' 12' 12• !6 1/2' 2A iDOIN 1r) •' WX14W ANCI M SPAMW ARE WO MR 3 112'aW A51ANCE FOR 6 a LESS 7TH"J 112'REDLCE ANCHOR SFMCM3 6Y +ma-Lao t2' - 12• - to - - - 12- - 12' - 1 J d s(TOP) pULTftV pRT SPAaNNS SHOW CM Sag))ME BY THE A%1011NG FACTORS(Aft E A MR C"lC-M ANCHORS&a610 0.4 JZ' '2 12` 72' 6' - i - 12" 12' le a IA' J(BOTTOM) 3a=0' PANUMIr{S 2 112'„ANO J 112-MR SWPd SET A74O NORS). (Ess rx• e' tt-+ 12" rz• 6. t2• z• rx' a /• {erto -- - ------— — -- --- -12' 72' '+-- /2' - - - IY' - Ix' ----- 5(TOP) rC-0' ACnW E A FACTOR z/m�u/bmw-. w,��eet�,wIeEM M' 12 12• 12' 6' - t2• t2` r2' 8 t12' 5(0OMM) TAPOOr r cMR-w soev-sa O rAP--aw LES 12• - - - 1. - - - 72` 6(rap) 3' _ .a6 .75 .78 1.00 - - to- -- - - 10' - - - 12' t' - - 6(807(09) 2 r/2' .50 - .60 9' _ - 9- M^ _ ,- _ 5A 770" 9 - - - $' 7 .35 - - 1z- - - - (&01709) 2" rz' 6• rz' t2• r2' t2- - - (W/Bormu ipll win - - - - `���`����1 „ jj1j!rir'o FLORIDA BUILDING CODE Non HIgh VelcollyNurAcarr9 Zone Own 719X0,W_ 0-050'BERMAALUMlNUAN SMRA( PANEL rJ1r. F (2.2.5 PEEP) aalxN a1 10,41 '�"�"' EASTERN METAL SUPPLY, INC °�,',�^' 1RLA 1ESiR10 a FN RAFXRM OOAMW Mr PAtU aCKM1L R Sr 15-044 tv�' toa¢n ar.»E nas« n arra g10NO(SbrJ100 attlL fAr Sr �{+ A •`u'/ tE71-d7O6718 1t tsrt ax s aRsoa we �+t r• Q-va rx p'+sin N. .a w� RONCM M 4067t Jr.PC __ua OF N 11FFF1111!((t111IYII�`�