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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Pagel of 2 BCIS Home Log In User Registration Hot Topics ` Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search d.. Florida +j� Product Approval USER:Public User pr Product Approval Menu>Product or Application Search>Application List>Application Detail EC 14 fm"it FL# FL11964-113 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 R1 Evaluation Report- 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 12/31/2017 Validated By Frank L. Bennardo, P.E. © Validation Checklist- Hardcopy Received Certificate of Independence FL11964 R3 COI 2INPANELSCI.i)df Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODchXgaXPmSkBn... 2/16/201') Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products FL# Model, Number or Name Description 11964.1 0.050" Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel (2 inch)- Drawing number to provide hurricane protection. 15-045 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ: Yes 045.pdf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large missile. Max. span is 13'-0" for+30, -30 p.s.f. Evaluation Reports ASD and 4'-0"for+90, -130 p.s.f. ASD for retained panels. FL11964 R3 AE EASTERN METAL SUPPLY See sheet 2 of installation drawing for other spans and INC. P.E.R. DRWG.15-045.pdf pressures. Created by Independent Third Party: Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel (2 inch) - Drawing number provide hurricane protection. 15-041 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG. 15- Approved for use outside HVHZ: Yes 041.Ddf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 9'-10" for+32.6, -32.6 Evaluation Reports p.s.f. ASD and 2'-8"for+58.0, -58.0 p.s:f. ASD See sheet 2 FL11964 R3 AE EASTERN METAL SUPPLY of installation drawing number 08-149 for other spans and INC. P.E.R. DRWG. 15-041.Ddf pressures. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriciht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement 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.must 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: ® eCheik Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBn... 2/16/2017 Anchor Wall Opening Spacing pressure Size Shutter Shutter Shutter Top Unit No. inter/zone W x H Width Height Span Bottom 12 1 44.4 29"x 101.5" 32.375" 103.75" 1033/4 7.5 Castle Impact:.Wndows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 709 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: SINGER Wind Zone: 165 MPH. Address: 3340 CARACAL DR Exposure Category: D FORT PIERCE,FL 34949 Minimum Building Dimension: 40 ft. Mean Roof Height: 15 ft. jV Risk Category: II Design Pressure Calculations Opening Location Device Device Device LMax Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 29 101.5 7 40.8 -44.4 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 I-STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PJ-O.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL=BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES(MIAMI-QADE/BROWARD COUNTIES). B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE, ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/47. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4'0 SOUR,SET ANCHORS SHALL.BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONAUTY FACTOR Kd-0.85.USING ASCE 7-10 FOR,INSTALLATIONS UNDER 2014 FBC AND SHALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1-MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2; 7,9 THRU 17. WITH NO STUCCO. B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAN STRUCTURE BERND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX.(A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN 8.1) &B.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHEETS 12. 13, 14& 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.A DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER,STUCCO OR ANY OTHER FINISH. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS#0321.01-05, #0812.01-05 AND d 0119.01-06,PER ASIM E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS. QUALIFIED FOR WIND ZONES 1. 2 AND 3; 1312.1.E TYPED(BASIC PROTECTION Ei19 ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DT}THED BY SECTIONS 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN OWN SECTIONS 1 THIRD 13 MISSILE AND 60(BA IC ASTM E 1996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2.3.3A& 4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SENAU.HAVE 5052-H32 OR 30D4-H34 ALLOY. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3,ALL ALUMINUM EXTRUSIONS SJfAt.L BE ALUMINUM A RON.6063-TS ALLOY&TEMPER UNLESS OTHERWISE NOTED. 70 BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLACK OR STORM PANEL COMPONENTS Q41 STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASL SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS ' DIN 50018.W/50 Imi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY-W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION.CAULK AND SEAL SHUTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5, BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL,WITH 35 kWT MINIMUM YIELD STRENGTH. 10. (a)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 WALL SHALL B£AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. PRODUCT. BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE=FROM THE CONDITIONS DETAILED ON THIN -1/4'0 S.G.TAPGONS AS MANUFACTURED BY TTW/BUILDEX. DOCUMENT.CONSTRUCTION SAFETY AT SHE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4.0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4.0 X 3/4'SCUD SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&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 AL1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.C.TAPCONS IS 1 3/4';FOR ELCO BECOME THE ENGINEER OF RECORD(E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANET.I.RATE AND ELCO NAS IS 2'. USE OF THE P.E.Q. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS LATTER AL2)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 EAST,AND I'MINIMUM FOR (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUGCO. THAT PREPARED IT. A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING WALL OR 1L SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHAT BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHAH BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES Ai)&A2)ABOVE OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE (B) TO EXISTING CONCRETE BLOCK WALL -1/4`0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4'0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDER. -1/4`0 PANEL MATES ANCHORS ME OR TVAS AS MANUFACTURED URED BY ELCO CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY$E USED TO -1/4'0 x 3/4'SOLID SET ANCHORS.AS DISTRIBUTED BY ALL I POINTS SCREW,BOLT&SPECIALTY COMPANY. OBTAIN AW NJTS A THE STATE OF FLORIDA '%N0110114(wilo FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) F _ 02015 IXTEW.AIG 0.050" BERTHA ALUMINUM STORM PANEL ASDL _ (J(}, �j ? - (2.00' DEEP} vmm or- -�- 07/24/17 TIL ECQIMc. EASTERN METAL SUPPLY, INC �,1£ 416E NEST ROADS AV" ..�. r E^j TILLIT TESONO✓r DMINEERINO COMPANY *WT PALM SACK FL 7.7407 Aj 51 �+\ ,�e 15w r-rrrs tb-045aus 2 PHOM'lsl)209 ,rz(ss:$ Sa .ra:'l�Mn-imt a.. aaorts wn r7T,.. as wn r� i ,1 i+ EB-ooeen9 owwwc No f�fEil..111 f i M l 111h� WALTER A TLUr.k..P.E. ao n m � 4 111 F1AfU0A lie.44167 SNEEf SOF i7 Y4.101-(TOTAL WID771) 8.151'(rOrAL WIDTH) e(EFFECTTtE WID7H) 5.000'(ErFE 777 W7DT7I) 1.070• .170' 1.070- 1.070' 4.8BD- 1!70' �"'� �'" AfAX7][!!Af A,S.D. DESIGN PRESSURj"s'RATING (yr.sl,) AND I I oaoo- �•®asA� ORRESP-OMING MA,MUM PANEL LWGTfI 2 SGHF.DUL� •l o 0 0 o 0.250• oryh° - -------T oh � ----,..f PAN=JaMU SO Ar BATH PANEW RBT WM dT LRASr -4 2.ozo- -4 2.o20'(- -i 2020'F- ANAs II=mm JW ONE OF THSIR MW FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGESm�� jlrl>g; A OR Dawn mgglRD lk 000 OR ®rt 14.375'(TOTAL WIDTH) 8.425-(TOTAL WI01N) A.S.A.DMON ftx PANEL EEMN Aso Ma Pmn LETGM PR1SSMW RATM L(R) FWESaW iMM4 L 00 12.000'(EFFEC7NE MOTH) &000(EFFECTIVE WIDTH) (p-r.) (aa/•) 1.070" 1.070' 1.1970' 4.880. 170' +30.0, -30.0 1J=0' +JO.O -3010 0�`� I re'_ �2 it ?'2�1 ��`s wPe r aaE �/r.n•4o'(rm� j (riP•I Mn.) O +3510, -35.0 1Z=8' +35.0• -35:0 rz-a- g +40.0, -40.0 iZ'-4' +40.0, -40.0 O N O C`j +4a"O, -450 t2'-O' (:�+ASO.,=450 -I 2.020'1- -4 2.o2o'1- -I zoz0-I- f OPTIONAL FULL PANEL V0 HEMMED EDGES OPTIONAL HALF PANEL W/0 HEMMED EDGES +500 v"O.D ir'-o- +soo -50.0 s'-o- © STORM PANEL +540, -55.0 10-0- +55.0. -Ssa 8-2' SME:114'=1' +60.0, -60.0 9'-4'' .+50.01 -60.0 7-6'- +704, =6'.+70.0 -70.0 8=0* +70.0• -70.0 6'-5" �J CONCRETE ANCHORS(SEE SCHEDULE) +80.0 -80.0 7'-0' +80.0, -60.0 5'-8' +900, -90.0 6'-J' +90.0, -90.0 5_0" 0 p 0 -TI nr-ITFFT-17 -Tm� +90.0, -100.0 5'-7' +90.01 -100.0 5'._0' • +90.0,-11 DO 5'-1' EA 5•-0' +90.0, -120.0 ¢'-8' 4'-9' +90.0, -730.0 4'-0' 4=4 1/2' ik NoIE V MAX.ASX.DEWN PRESSURE RATM&AVX#HIM A A PANEL LENGTH FOR INTERNALLY REMOVABLE PAN&S AS PER W AMMKING INSTAL RAMS ON SHEET 7 OF 77 15 2 +50.0, -50.0 ps.l. W/88'14 X PWa Y awom c MAY.AS.D.DMON PRESSURE RATING&MAYIMUM PANEL LENG7TI FDR MOUNTING AS PER A67ERNATNE/111,49 i ANO 14 ON SHEET 144 AND 15 OF 17,RE5PEO7NELY,ARE �.._-..._ ( ...� WIIiN Oji +50.0,-60.0 px(. FOR 7F'R LI TO 1 tE PAN 3x1 CONCRETE ANCHORS SEE SCHEDULE)-•----:--J- 1 1t1 j �{>�/ LENG771. -50.0 p.s.l.FOR UP 70 10B'PANEL 1 A0. STORM PANEL i Mm. v, TYPICAL A. J'f PICAL ELEVATION ? 1�CE rj�':`�¢'r FLORIDA BUILDING CODE (Non High Velocity Iiurrlcane Zone) AL r.s e 02213 rn1Ear,NIG 0.050' BERTHA ALUMINUM STORM PANEL PJLL/RL Nt7.44167 7}.: _ (2.00" DEEP) awsvx ar.• �1,4-Max. GAP 1/4'Mox. rAP-1 _ .__ I � ..`�''". EASTERN METAL SUPPLY, INC "12411-5a 4,, . I L E C O IfM�. 42M PEST ROM ME �� TRIM iE.SnNO h EN0IKMN0 coNPANY NEST PALM L+ACM A.M407 SECTION A A y su NAL S,. \ 1'•`'` eax M a '�'-0 6ei°1i t'�"''-"'S"°° I)za9•-E2es,�b:(561)x4/-'1�r16 M� aMWW No I//1/1HIIIIIlil1i11'+ WALIM A Tull Jc PZan n-ztl FLOWOA Ue.441777 R11FET 2 of 17 � �Tf Coro LIP.x Raw 2 F14-I-7a S S MM:JdWE T—' o 12'a a ati .rra- o m to v1 JZ�4 �, 6O F' TRACK saga 1�DER 30 3'Alex. 'U"B!ltUhh---ILD OUT 3A OPTIONAL 5'Max 'U'BID QUE HEADER (i) U'HEADER a axta:ya'_r• scut•,afn•_r -T41• -nes'- { Ir f I' s a 57W r/P 7a wr,W7,ytfi KSPACU,W SHOW .IaY I- eery as Fm so7now } � 7- �< a aM 1 I IXM r aEDf m _ rEak aaa --i L F—toaa•—I-T �.aa:•� !—_•—_--a�u�.J_—� REVERSED F-- N[N F A-K 8 "f- TRACK Apl F MINI WALT 1.75"xD 63n' !! 2i37AlAX 3x1!8' © �-..—...Tg-� O �. O $���' �� _ANGLE W/TFI S71/D fcvr:x�a-_r- sarr:.ria'_:• m�-m.u.,,,x+.ar .scar f/v-r. ANGLE WITH STUD s°'u•:�'»t' sur Am'.r' a e 1 1 ts,r 225 I o'2.mfsrto s M1 +cJ17' ; �„�_ ff E7Ea 7D o 736 A RG I � rasa' � I -}--- I 27&7^efJ• Am, 8 ' ias• �d ZAROZ KEY HOLE WenW !I SMALL KEY NQJE(OPTLON 2) O' Q� Res ssrt—Arh..�' a, . ; -Y sue »r" lTil -ROUNDF AT PANEL T7? !2 KEY HOLE AT PANEL \J KEY NOLs WASHER ©STUDDED PLATEa���,``P�T Eti t�jf �faa-ara;.a.,:,luar �� •�•L{C•' �/'. 41,0 �„ 8,.076• � � � �� af� 1.575- �'� --1 L 'moi/'/O(ij'• �Q.4 EN FLORIDA BUILDING CODE (Non High SYA, Hurricane Zona) /� t¢ _EO ANGLE �, -ren" 02015 mltm.aaa 0.050" BERTHA ALUMINUM STORM PANEL Fxc �.1 SNAP CAP swr:sl•••r .1 6661-m u<ar (2.00" DEEP) MWN EK DETAIL !: smo wl wNc Nur EASTERN METAS SUPPLY, INC 051224115 COMPONENTS "`' 426°'�'�°AW n11fr TESnNa a ENOINEXMNO COMPANY ar97 PALM W40%IL M407 I§-045 abs salt aaea�p�n.w.am,walJen a1m0.s.n ansa PWHE•(56!)209-d2a7.FAY.(561)8/f-1716 Rar 1 %'-lid (W)M-1561 ¢+.n ovarmi ufe ler.w aorsmt eat DRUM Ab WALTER A SNEEf J Or 17 FLORMA uc.44J67 9 Cont T50' POURED CONCRETE OR COAMM CONCRETE ANCHORS (SEE SCHODUlf). CONCRETE—� (SEE SCHEDULE) RE9E ED&.aCK W1L1. �Pomm+) (SEE SCHEDULE) 1.000, �"'�_- 3 Cart 1'Nil. i _-- CONCRETE ANCHORS .50D' m i1.250' fOR 5PACTNO) �_ POURED EA i POURED ER POURED �• a- i 1 COTVCRE1E S CONCREMj CONCRETE REWIRED j REQUIRED 2 1 1 I CmL j � h I I MlT. 1 h t I 1 i T-W70 MASSI IS r')tln.SEF'ARADO7/ To GLASS J ii i tI 1 I/'EP.SEPARAWN 1 W Fa —� TO CLAS- x4 rr-1 I ! �li �f �1'ran.SEPARATION I w I { I CONCRETE AHcrmRs _,FECTION ,3A ® 1 +� 1 70 CL45S j u I/4'/-20 x J/4' , (SEE SCNEUULQ I Wz {rz'a.c 1 1 ,a Soo• � I ED. POURED CO. I 1 w OR Ear i 1Lzg 1 E REDLIIRFD y RE a 1 Po tYnrrtEfE i ' OR� I C SCN£otRE) t' BLOCK WALL j I BLOCK £D. REQUIRED REOWED --- 7- 7O f1� Dox (OPEN P09RCYt+) 1 1 SECTION 0 ANCHOR T.t25'I czMr A.17 a CONCREM AM SCHEDulF0 � —7 (SEE S B Car! QPflON E2 e C-L. SECTION 3A I I ALL MOUNUM INSTALLATION —•T —h SECTION®ANCHOR SECTION 1 SCALE,1/2'-r' L ,r!4 Y14, SECTIONS, i 1 3/ B L7S WUP, 7/A'X J/'72' POU t2'A C. I I 9NEA 57LN7 CONCRETE j 7 OR CONCRETE i POURED CONCRETE ORBLOCK WALL. i i REWIRED EO' I � I GONCRE7E BLOCK/7 L .—.� i RERUIRED i I �� I 1 POUF� 1 .566• . COACRETCI 1 7/8'X J/JZ' E:A-EDGE DLSTANCE- ___ i E.P. I I NUT e' ((SEE SCHEDULE ON /� 5 Cont t 1 I q7M BLOCK WALL. I EypTY�Tj a 37/EE75 9 d 10 A 10 CONCRETE ANGT�M (OPEN P09WN+) nEOARm i o rz o.a (SEE SCNECYtE) va i SECTION 0 STUD ty TTP. TOP/BOTTOM I WALL MOUNTING INSTALLAT/ON -- ---Z T ! STA � SECTION 4 dyer; +XQTE:svAa OSED GAP Zfu .9 Carl$ ,VOTE FOR COMBINARON OF SECTIONS: t��oT,..3 HRRIC CONMLN S. SCALE:IA--I' TTp p UD/ WALL NOUN7M SEC77ONS GW BE •.'c� !, --- CO RIMCD IN ANY WAY 7O SLAP ANY WrALLAVOM V � N '�- FLORIDA,BUILDING CODE (Non Nigh Velocity Hurricane Zone) FALL MOUNTING INSTALLATION rjt'-r N ,E Q� 02015 7RTEM Na 0.050' BERTHA ALUMINUM STORM PANEL FRL (2.00" DEEP) BY, �F7 :OETA2 SECTXTJ!O STUD UALTD ALSO PDA : _-1— \ EASTERN METAL. SUPPLY, INC w/z4TE/Ts WilfA NOF SZC7 fN5�ALSTUD -D AM 2(70P) �FOry��{� ' 4 7=1 O IMG. \ .��R�� 'r•'(` � t` w ?RIR TE5nNO at ENGINEERING nroLTGsOLnPAa,ee Ptroxe— k92c(s—sr�74 r(56f)m _nro 15-045 DMWW Ab WALTER A.miLTr iJ�i.,P,>r an r,-m a s ete a 1— nARNA Lk.44167 SHEET 4 OF 17 Z8; i J/J2' SOLID SET OR ELCO mob PANEWTE OR S.O.TAPCONS Z8 0 O CONCRETE AYdWtB E ®®Q4 2� W/t/4 E-20 9DEWiV.A'AXT ORO �1'rn� (SEE SCNEDOLF� CONCRETE AACNORS AT PANf1ANIES _ COMMVE AM-HORS E D. 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WA 9' IIIA 9' NIA 9" WA 9- NIA 31(TW) 4" NIA 9' NIA 9' WA 9" WA 9' WA m(Top) 9' 9. 9' H' 9- 9" 9' 1 9' 9' J MOrMAO B' 4' 9' e' 7' H' Y J(BORON) Iz' r Ir 12" 12` 12' 12' 12' rz- I2' 4(TOP)' fr' s' Ir 11' ir w It' 7' TI' 7" 4(IOP) 02, 7" Iz- 12- 1. t1• 12• 12' 12' 12' 4(80/10n) 1?" 4- fi- W IT' IY 11` r it' 7' 4 faomw) 9' WA 9' NIA Y NIA 9` WA 9' WA 54(mW) 9' WA S. WA 9- NIA 9' WA 9' WA 54(TOP) W WA t2" NIA T2. WA Ir WA WA WA 5(BOMW) 5' r 7- NIA 9' MiA H' WA WA WA 5(OXTON) to' NIA 12' NIA 12- WA 12- WA WA NIA 8(TLW) 9' WA to' NIA 12- WA 11" NIA WA WA 6(RW) NIA W NIA IIT' � NIA /2' WA NIA WA 6(Domes)UP TV � 69A Tfao 8' WA 7' WA 9- NIA a' W —O A � NIA NIA d{HOTmM) ON Laa-50A to' NIA T1' NIA I2- NIA 12- NIA WA WA 7(1W) LESS .0.-Aio 5• WA Y NIA 9- WA r NIA NIA MIA 7(RW) LESS to' NIA IY' WA 12- NIA Ir WA NIA NIA 7(OOMM) 51 NIA Y NIA 9' NIA d' NIA WA WA 7(Son-) WA NIA 11 !S" I1- 12_ r2- 12- tz' 12' H(RTP) WA WA 12' 12- Ir Ir 1T" 6- 1. H(MP) NIA NIA !2' t2' 12' 72 Iz* JY IZ' 12' 6(Bamw) NIA NIA 72' 1z' 12' t2' 71 6- 1. d(BORON) NIA NIA 12• f2` 12' IZ' 12- 11' 12' 11. 9(!A^) WA WA 12- 12' 1' I2' J2` G r2- 6` 9(Top) 12- r 12' I I2" 12 1Z' 12'' 12` 9(BPTMU) 11" 4' tY IT' II' if, it, 7' if' r 9 JWTMAI) 1- NIA 1r I WA 12' NIA 72' NIA WA N/A to(m.) 9" WA 1o' NA 12- WA 1I' WA WA WA 10(2W) B' NIA C NIA 6- N/A 6' WA WA NIA 10(Bonvu) 8' WA a' N/A 6` WA a' 71IA N/A AWA to(MTMU) 9' T WA NIA WA WA 9- r 4' Y 1 Z(MP) 8' f' NIA WA WA WA 9" 7- H' Y 1 I(YUP) 4' Y WA NIA WA WA 9' r H' Y 11(8011VAO B' 4" WA NIA WA WA 9' Y 9' Y 1t(oonvu) 6' IIIA e' WA 6' NIA o' WA NIA N/A !J(IOP) R" NIA d' MIA 6- WA d" WA WA WA }3(7L1) 8' N/A d' NIA 6- WA 6- WA WA WA a(a'1ROM) B' WA 72WA g- NIA d' N/A WA MIA iJ(BT170M) ANGNnRC fF�D ..MAVMW ANCHM SPACINGS ARE VAW FOR 3 112'FOGS LYSUNGE FOR ED.LESS THAN J!f2' REDUCE ATA>0?SPAOM HY MMnFYnNG S A/OMN ON SCNEDNIE BY WE FUfEDf17NG rAC7tlRS ANCHOR TYPE ANC370R �'AC9FG (NOTE Orn FA FCYt SOtA)�T ANCNLi49!S.T'} IMA oPFwTna+la BE POSMC xFDenm SP,Q\C WAurFn rFsFG FACTOR v6aE Har BE rAPCON(RErxdAR qv sc}aANEzxA+rr OR fMNEiMA7E TYAs J' LESS THAN MIMMUM SPACUHr ORWA ED FOR FACN AM;FM TWC AT ANCHORS LEGEND. FACMR SOLID SFT J" ACTIMI.E a 7A"CO!!(QA" SO.TAPOON(NWQARTF OR PANaMWE TYAS S"SET .BB .73 2 111- - J1 Ao 1 112T .JS - `,`` 4 h�N�T//Zjf �,'i 020/51170)IMA l:LORIDA BUILDING CODE (Non High Velocity Hurricane Zona) k • L\ Fps 0.050" BERTHA ALUMINUM STORM PANEL r.R.L {2.00" DEEP) A¢TAM Br ` EASTERN METAL SUPPLY, INC IL E C O IM G. 4.066 MT ROARS OR W 'T1•�}"y YNJ_fT T'ESn11G d EHGROXIM TO COMPANY HEST PAW WALK FL 1407 T5-045•�-1" Alla (601)209-9284 roe(581)611-1716 .�;i�'• FT ! !t4. 8056 K�.xm.a.et..J6S w+ma rAtmElo,n a,ea 4�,5�; F,i�R 14�`,'�'"'f``\ iTm.�(4t5r6I,�-,��p(J01,W/l-4611 m.M ,cu.,Aw .,,[ m.w• otae.ei PS[ ORAMTNC Ab AA/!l•�fy ••\�`\�y,` WAVMALL'ue.D� So If-=I POTIa SHM/0 or 17 VA ' fJJtliifi(I11TN�OTS ffAXltliJlt AZA L1PNGK PRESSURE Rd27NC- &,& ) AND CORRESPOMPM MAX711WK AK!'FTDR A4PA= SaO&W EVE rK.s r MIAZZOWS W MMM AM CONCRETE $LOM sMUGMUS ASa M, —1f-0M SArWC—E A.3 V7'.. ArWA'AaE ro N401faI ltltafu NAxMS 9Mar+C mN E a-3 r/2'.. 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WA NIA NIA 6(fop) .�.--' 7' WA 8- WA 10' N/A B` N/A NIA N/A 6(ap) i 44aa•-40.0 !/2' WA 7112- WA 8' WA 7 112'• WA NIA NIA 4go%_gao 5• WA 6• WA 7' NIA Y N/A N/A WA 6(wnuvUP M Y-0- 'asa-a20 NIA 8 l/2OR ' X/A T WA 6 1/1' HJA N1A WA 1{IM} 72=6' MD.-3a9 S• NIA 6' NIA Y WA 7' WA WA WA 7{mw) LESS ,.._�• J WA 6 712' WA 71WA 6 1/2' WA WA WA 7(aOn04) 5' WA 6' WA Y WA 7' WA WA WA 7($07104) WA WA f2'• 12'• f2'• r2`• 12'• 8'• IY" 6-• 6(1M)• WA WA 12` 6` 12' 6' IZ` 6' r2- f 6• 6(TOP) WA WA f2'• 12-• W• 72-* 72'• 6"a t1'• 8'• a(wnmV t)• N/A WA tY 9' t1' 6' !2' 6' 13' 6' a(6077[W) N/A NIA 12 • l2•• W• 12'• 12• 6'• 12'• 6'• 9(RP)• WA WA !1' 6' 6- 12- 6' 11' g' 9. (10P) 12' 4 1/2' 12' f2' 12tY 12' 6 1/1- 12• a rIY 9(Domes) 9• Y 9' 8' 9- &' 9• Y a' 7' 1 9 SW"W NIA 914- N/A t0• WA 91/2- N/A WA WA 19 OD!) 7- NIA 6- WA 16, WA 8' WA WA WA 10(IDP) 6' N/A 6' WA 6- N/A e WA NIA NIA 10(&11704) 5" NIA 6' WA 6' WA 6' •N/A WA WA f0(NOROY) 9' 41,1' N/A WA N/A WA 9' 4 1/Y 9• 4"I. ITA OWJ 3" 4' WA WA WA WA 7' 7' 7' Y !tA(ILW) 9' 4 1/1' N/A WA N/A WA 9' 4 i/1' 9' 4!/1" 11(6077IIY) 3" 4' NIA WA N/A WA 7' 7' 7' Y 11(a9fm4) 6' WA 6' N1A 6- N/A C NIA WA N/A 13 aw) 6' WA 6' N/A 6- WA 6' N/A NIA F4iA 13(m P) 6' NIA 6' WA 6" N/A 6' WA WA WA 13(EAARIN) 3 WA 8' WA 6' NIA 6• WA NIA N/A tJ(6077MV •NSE a OC RIR PAM tET+CHIS LARGER ALAN t0=0-ANA USE 12'AS SHDW ON SSE FDR R4NEG tQW W aM OR WDIDW MW 10=-0' ANCHORS EECENO uAUU71FtAY ANaIOR SPACYNGS ARE VADO FOR 3 1/2•�OLSIANL£FOR EO.Las,Tm17 J 1/Z; ANCHOR RERUCE ANC/A)R 5PAO7lG Bl,'ARIEAH.YwC S'A 51#744 ON SCHEDULE Er IHS FOUDW G FAOm/E4. ANCHOR TYPE .._....—.L.ANppR (MM-Aft Litt FOR MUDSET A1WWS IS 37 � SPACM FDR INS OPE)M AW m BE F'OS2%&.,REDVCED'.S CACWG WMED U67NG FAC7d7 ShuL AVr 8E Wcak'(REazw OR SG)PAAEIAW7E OR PANELAI7E NA5 3' LESS INUI H464DH 51 ACIW INVXX7ED FOR FACN AYCHOR WOE AT AM'2K 'LEGEND __.. E D. =EDGE DfSTANCE . FACmR SDDO SET ,T- AIL7NAL E 1?. amass(mum la TAFCCK PAtEUMM OR PAW-VATE IVAS SOLA?SET 3- 66 TS 2 112' - .7f .50 .50 - r I/2• .as tI1I(( i EN J'��: FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) S'F' - o2ols 7xm:a wa 0.050" BERTHA ALUMINUM STORM PANEL Ms. ND. 44167 {2.00 DEEP} aRomr oJI24I15rs I�0'Na. EASTERN METAL SUPPLY, INC L41L TILUT .166 NLS7 17045 a7dvE 1ennNG It a Nc CWPAW Mr Rrlwe Mf)2099--MaX 06r}a4t_r7le 15-045 '•JJAfAl;/s 1�! Rues�W �,nLEn'Jf.. 1111 fRp �LLbI�F/ dG[ It1.. R%Ylul — OAIWING NO I- N1 4� FLORMA IIe,41167 SHEET 11 OF 17 1/4.0 TAPLw1S r/4 r ntPcaas w/J J/2•mm 114'0 TAPCONS w/t r/2•wx 1/4'd TAPCAVS 1HRFADEO PENEJR1770N WW/��PENET77A770N W/1 1/2'Aft mr4om EXL577NG MODroa7pry -9 DOSING ,N.E,2w5 �.PPNORnom �VW WADM(SW T aEaDtx tstr sptEDwFJ 3 Cont r-Nn r 2 t Min. Mh, i Min. •"'.:-,:• i H 2 �'.n• a;' i I '.t,...�.i I I 1 .•....••.= i i Csrr4 t j h I NDOD HEADER WOOD I 1 W..IDW 1 I REDWRED I I AEONRED 1 i REA"RRED t t REOLVt7F,D �r,Nm CLASS SEPARATION j I t 1 � SFPARa7RW i ' i ® 1 SEPAPA770M -•m CtA I x wa. m suss I ' ALTERNATIVE 3A a V4.d-20 x J14-1 .N Ss nIS wt Y/$'+ § r/4"r rvcwrs t•/617 ; is n.t1NG WJnnreAD o PENEJHanaw h SEPAPoYHLN/ 1 ' t 1 m CLAuK i I I 6. E{DER(SEE SCNfDIX,Ef 1 I I I i � � tnnnt , �• (M wo P057ntW fJ i i i i I Y N •—'-n a°e 8 1/4"r TAFCONY ' I i I i to W/J r(2`Ns"RfREAOED t Y 1 I Min. I iy PFNETRt71ON®NmM7D7r7 I t i tX OF PLATE(SEE scmEDULEJ —�• I I 1 NDOO 1TFAOFfi ' W i i t .SDD" 1 RA7U7aED j i 6 Cart nP110M♦2 I _ 2 s &'tr ALTERNATIVE 3A 'EAsn/o "IND IW o \-114"o TAPCDA'S t SCREWS W/1 //2'r. 1/4'J 0 TAPCOAS 7NREIOED PEMEMP N W/ 1/2.W.UP FADED0 17M = PLAM DF Pu'E�(� I.-1'Nin.SEPAR4WN _SECNON 0 ANCHOR ' m C1.155 i AL ERNATIVE 2 114'0-20 X 1/4' j S Em wW R I («POSR"0 —� SGLE:112'-1• I > o.c. 1 zh 1 SORM710N ID GLASS 4� _ —5 Cont ' SEC77Ahj�M..S,ji[Q t i 7/B AW ExtTrr S7uD a ALTERNA77YE 4 O 12.0.r 2'R r SME:712'-r r.rzJ, NOTE FOR_WAISMA770.N OF SEat10NS: r/4•r rArVoNs s 111 t7i/1 1/2- r.EPoam u Ow= HQw Enka W r WNL MOUNRNC SECWAIS CAN BE �\`, CR q (SEE zzzv hVMVCCAECDLD AT AN K MOAM mMRtNED IN ANY WAY TO StRT'AXr at MUAWN �� V•..•... �iy P AiTSOMFLURID"UILDING CODE (Non High Velocity Hurricane Zone) v 02DrS 7XIEW 8R: 0.050" BERTHA ALUMINUM STORM PANEL r:at NOTES: 4.!//2" 3Y 44r& _ (2.00" DEEP) "URN ., SEC77ON 0 STUD T.IASTAUAT70NS ARE ONLY VAUD FOR MLY.ASO.DESIGN PRESSURE RAR �7 T _ 4y2t/Js AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 T C 0 � EASTERN METAL SUPPLY, INC a,- ,dLTERNATlYE 1 2.SFE ANCHOR SCHEDULE ON SHEETS 16&17. ff�,. ScaE:T42E8 wESJ aDea aanr TIWT TESTING h ENOINEERINO COMPANY (56F)2ILLr M,as4mFAX X SNOT 1" prr S v ATNe 88r zvs eza�FA>C(ssr>84r-1718 15-045 J FOR NEW Nt706 FRAME CON57RUCRON.'WOOD MEN17ER5 TO 8E 50[l7HERN r / �� ewa Nv,Rea al.o:aoa vwatu c�ln+no,a,»lea ( J r I�;445- :Lax)an-twat ` PINE No.2. W/SPECIFIC MWY OF 0.55 OR FOWL rr�/I/iT//� V1S5`' ,``' f1.aaAW µ16I•� yen r �acs�+u a� a r asp eac SNEEi 7 t/s'r rArX.0A6 a2D- MUM^—� 4,a r RREQL THRFADEI7 l\ PENETRNTNIN 10 wmwE SxraE+m .� NEAaER(SEE rnEt .. . soG 3 I"NLr. EO Ea o 12 t Z' � II I ANm.(Ju17E% I t 1 � j (J)5 s'/x i t a1oxJ 2 -(-rR 94C�EN5 7D 1 j/gU1[jam i ,(6r1. L,TI L�•n•.r- 1 ,Rw/BUl1DfN I I FACN JOIST: I MK SCREWS I i 1 ITEN SCRaYS � LOCATE SCREW 1 A 6'O.C. i I i�R t i0 5-O.a i 4 Cont A If=OF 8 cont i I. "-•.• i i i L Ma(M(2"Ir- I wow Ha7DER I i ' r 101 'OW' r/a"e-2A x t i REPARED i 1 J/4'SS 60U5 I I �i t'AC.,SMARATIQN i 1 }�- i �ivlrx6 rp GLASS ; 12.0.G i y i i i i U ALTERNATIVE 5A ALTERNATIVE 6A ALTERNATIVE 7A M SCALE:1/2'-t' Y" SCALE:r/2"a t' N 1 I I it (LIMITED TO •1.60.0, -66.0 p.s.f. DESIGN GOAD y (LIMITED TO +60.0, -66.0 p•s.f. DESIGN LOAD -171 AND UP TO 9`--0"Max. PANEL LENGTH) AND UP TO 9'-O"Max. PANEL LENGTH) ^"• I1y I i 1 TucroNs 14u, . 1/2'AM 'r'- i i I �? -7A rx4S5 X TNREADEV PENEIRAIM 70 OOSD7(.'G WOOD I I i ii I e I i HEADER. SarEaULq t"Y. ! i t'uM. 7/R'x s/J2" HFALi i i 7 Cmt YO GLASS I t >: tall--TO CLASSN I 4 EVERY STUD , I I SitJp` t 1/�s`0-20 x I 9, ® rz'O.G 1,Y4 Sa BOLTS i Cont E i 1 1{ 7 N p/ i { I 2�6 AT70D i ISOQ?ttFitaL72 DE'iXC ltEOD ! DECK RED =72'0.C i I REouwm i T cont 2'x a' ElR£OIMm 1/4• EtCO PMR B ,MATS OR S.G.TAPWt S WADW ALTERNATIVE 5A W 7 oN o` W OF RATE TYPICAL 70P& .(-'Zr SCHEDOW 1/4 n 12-Ws 1r,y TNVO �dLWRMA71VE 8 807TAM wr 1 1/2' N. w/7 112'UK —C ALTERNATIVE 6 ALTERNATIVE 7 I I SCALE:1/2'Q I SCALE.1/2' i 7�x31�` tVE1PY sw j S I O t2'0.a NOtES C.M. 1,WSTAUARONS ARE ONLY VAUD FOR MV AS.D.DESIGN PRESSURE RA77NO NOW FOR COMBINATION OF SECRONS DECK AND PANELS LENGRLS AS PER SCHEDULES ON SHEET 2(EXCEPt AS NOTED) AMID _ CO NEW WOOD FRA2.SEE AWYOR SCHEDULE ON SHEET 16&17. t WAUJft00R/C6LWG,AONNRNG SECRONS GW BE Jt11Wf}ELk CDAtBUTEb!N ANY WAY TO SU?ANY lNSTALURON F.FWME NSMXW:�W7 � Tm_� SOWHERN "'!•�•—•—— . ME No,2 W/-SFECDC DOOTY O ��//��''��i FLORIDA BUILDING CODE (Hon High Velocity HurriCane Zone) t' Ns$� '•, 02015 IVEA7,Na 0.050" BERTHA ALUMINUM STORM PANEL FRL A:' No.44 (2.00" DEEP) awm sr.• tr'a�N6w = -+ -- �i EASTERN METAL. SUPPLY, INC 0.s/DAM MEWED PENEWrXW ='� -•rFT{ I L E C O I M C. (SEE SC7fm1dE) +Y 71USr TFSTIHG h EN8/NE'SRttiO C611FANT42s 01:53'paws Raps am WEST P"Mo"2 W07 15-045 `rl.'SC �'r '1Q AS'b M.x.SGa 3E,Sb.401.MLtIM fl 9inE PNOWa(56/)208-6265 FAX(56I)S41-77,6 ALTERNATIVE 5 '� ( i ' WLORmAAsti-tS31 w.o Kmrm+t we .s �a+� we EET aRAnhc Na A. SH1a OF 17 WOOD TRUSSES OR RAfTFJ? 1/4"0 LONG ELCO ® 24'0. C. REQUIRED PANEL MATES OR S.G. TAPCONS W/2'Min. THREADED PENETRATION TO EXISTING WOOD HEADER_ (SEE SCHEDULE) .500' JEQ ] I I I ' I x0 I N I I } X 4"x 1/8' I Min. (6063-76) 71810 x 3/32' I Alum. TUBE W/ O• I I WING NUTS ® 12"O.C. I I I (3) 5/16'0 x 4' I 1/4'0 x 3/4' I I LAG SCREWS TO I I7W/BUILDEX EACH JOIST. LJ LI t:^' V• I I LOCATE SCREW I I N 7EK SCREWS I iI 4 Cont. AT MIDWIDTH OF 0 6'O.C. j WOOD HEADER j j � EXISTING WOOD I REQUIRED I ul i I I MEMBER(2'Min. I I NOMINAL WIDTH) j I I I I I I W/2-Min. THREADED 1'Min. I I I PENEIRA770N. I—s»1rrAnav I w —I SEPARA770N I I w GUM I I I TO GLASS W I 4i 1 I - I I I I W 2�2 ALTERNATIVE 1 O I I I 7/8'0 x JIJ2' I I I I YAW NUT® SCALE: 1/2"- I" w I:TZar S7MUD w NOTES: I I ¢ (LIMITED TO +60.0, —66.0 p.s.f. DESIGN LOAD 2 I I o AND UP TO 9�-0"mm PANEL LENGTH) 1. INSTALLATIONS ARE ONLY BAUD FOR MAX. A.S.D. DESIGN PRESSURE RANNG I I I >< J & PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I i I 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. a 3. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE I I I I I SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL I I I I 71810 x 3/32' I I I p 1 I i WING NUT I I EVERY STUD I I I - ® 12'O. C. I I W I I p11HIIIif101 NOTE FOR COMBINATION OF SECTIONS: ````�� PL(ER A 2'x s" A Cant. i RWOOD EQUIRED WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE �ICF,y I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. S ,v I IND (NO FINISH ; F 10 I I I 1 MIN. ALLAl1oWED) 2"x 4'PLA Cont. .•O• r RE UIRED THREADED PENE77tA770N ix��isl�ryAC 6N�i1Ntp4�� ®MIDWIOTH OF PLATE 1111JIIIIIIiIfNtal� (SEE SCHEDULE) 1/4'0 TAPCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ALTERNATIVE 9 ALTERNATIVE 10 7NR£ADED2PENrE)Tt4T10N °zas ntrEca ne 0.050" BERTHA ALUMINUM STORM PANELrtM (SEE SCHEDULE) (2.00" DEEP) SCALE. 1/2"= 1" 031 SCALE scALE: I/z'= 1" EASTERN METAL SUPPLY, INC a.,,:. 4268 NEST ROOM DRNE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TILUT TESnN0�ENGINEERING COMPANY x"`09-6�F`59" !s—D45 eae r.xn s.m m rraw oumoa.R.arae PrronE:(swJ -rues,FAV-(sar)t�r-r7re (ms)e7r-owl VNWNG Ho fB-0006719 m n-m �r wume A nwr �..P.E exEEr a GF 17 F7.0R1G4 ISc.44167 •r 2• IXIST/nCiGn. F 2• EX6WNG IRADON PENErAbx,"! BRICK VE>NER 114108*ELGD mole PANEGA4IT£ PENE1RA770N ( -I pRjG!(*DER 114-08-ELL10 male PM'EZdfATE WAS ANCHORS OR f/4 O TAaCONS 1 TVAS AIICNORS OR 1/4 0 TAPCONS (SEE SCHEDULE). (SEE SCHEDULE). Q a -�3 cont. 250' 500" - - 1 Mox• - - - 250—" T REQUIRED ! REWIRED 1 EXIS7WG ( t �h EX7SBNGSMU t WW I t AS APPUCA8tE f�i Lj STEEL ANGLE UNIR t i AS APPLICABLE i TO CLASS 0EMN it OPflON i2 ALTERNATIVE IIA ALTERXATIVE 11A „ I o NOTES: I 1 � 1. INSTALLATIONS ARE ONLY VAUp FOR MAX. AS.O. DESIGN PRESSURE RADNG COSTING w AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) ROCK sttl 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. 2 iM" WOOD .S. FOR NEW WOOD FRAM£CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PlA7E i PINE No. $ WY/SPECIFIC DENSITY OF 0.55 OR EQUAL I O I N FL4%V L`AS 1 �� 1' n ArPLICtVu! NOTE'FOR COMB/NARON OF SECTIONS PEtfETRATtON i I 'Sq WAUInOOR/C&LING MOUNIING SECTIONS CAN BE !.500' COMBINED IN ANY WAY TO SUR ANY INSTALLATION Max . 1 EXISTING 'yyyy4t4ltl4l71ff/FETE ® 16` .L« Max.REO Cant aaa`V ••••••Tft��� E7fAS77NG W. 1/2'PLYWOOD EXT577NG as ayt A1rtER q, �. 1/4%x 8'ELCO mak PANELWX RED'D(!YP)W/FASTENING BRICK SILL i/4.1-20 x 3/4' rvA5 ANCHORS OR r/Sia rAPCON To SRlps As PER S.S.BOLTS W/7181, Ivas •.�"r� {SEES 111)TO EXISTING PLYlYOID.SEC77ON 2JO4 OF THE J/J2•wm+c Nur _ FLORLM BUILDW COOL -T t2'O C ALT•FRNATIVE BUILD-OUT INSTALLATION SCALE: 1/2'> t' IIl1,I11t1fFfsilfllt�'°y ' *VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER 02015 MTEcO,Na 0.050" BERTHA ALUMINUM STORM PANEL r tL THAN 78'UP TO 108" (2.00" DEEP) LtRww aR EASTERN METAL SUPPLY, INC a:jmTs INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS G CO rP w 8 Ba,Ds L11aK near 7Esnna s tJaa BEER auT COMPANY YL$r Pax sEAcrl n J 004 15-045 OO1.V KM.3EE.SR.SL,am.Mr@M r+VloarL R 5!168 PIVFFF:t58T)zaJ-eza.T,r:�r(5at)84T-TTle Rae:(JC57Ja1-in66.fox.(]06TBn-tear ev.rrl xw.nar •crw tt'bD.mi net ORAMTAC Ab Es-.Oa WMLR A 1 T U. 444187...t9 FLOPoDA Ile. 1 P.E t tab rr-1» WITET 14A OF 17 1/4'/TAPOO7T5 W/ l 1/2'MlN.THREADED , PENEIR4T10N TO EXISOING WD00 HEADER• 1//4 0-20 S.S U4afflW (SEE SCNEDUIfa BOLT W/NUT B WASHER A NUT O Sn a 12ID „ I O 12'O.G p 1 O 9 I Ca:L I I I I I I REDUaW I W 1 j 1 h I 1 � I �r'MT ARInoN fftt ro CLASS I'Ica SEPAR4WN I i 1 W 70 CLASS 1 i � I I 114-01-20,3/4' T SS BOLTS W/ j I .Pi Jf'O.WWG,NUT O 1 7/B-■J 1 'a I I WING NUT O, I 1 1 12'O.G i ' �o $ I I I 27X4'WDDD 1' 1 2 x 6 WOOD i (PLATE R£Gb. DECK REOD. I � T I -11.00'0' 1 i I I 1 I CmL I I I I I 1141 TA-CONS, S.C.TAP ONS OR 11410 ©OR C-t- 1 PANEL NATES THREADED PENE7RA770N ro 1/LY 7APCONS PLYWOOD.(SEE SrHEX lFJ EXI577NC Min. 1/2'PLYWOOD W/1 r/2'Mw. RMEDOD PEAERWN -QO / A STMING (swsamwESECTION 2304 OF THE ALTERNATIVE 13 FLOR04 BURRING CODE SCALE' ALTERNATIVE 14 SCALE: i/2--Y NOTES: FOR UP TO 1. INSTALLA77ONS ARE ONLY VAUD FOR MAX. ASO. DESIGN PRESSURE R47ING *UAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. 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 2. SEE ANCHOR SCHEDULE ON SHEET 16& I Z THAN 78" UP TO 108" 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL U +•`F�� GENSr J9'y FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) OzefS T&RCO w- 0.050" BERTHA ALUMINUM STORM PANEL f.PL N07E FOR CIOMMM477ON OF SECTIONS: - (2.00" DEEP) + Or WALL MOUNTING SECTIONS CAN BE - "r= aJ/24//S EASTERN METAL SUPPLY, COMBINED IN ANY WAY 7D SUIr ANY INSUATION a INC TAOA1L 42E8 WEST�DRNE o'•S! 4�f: V45r PALM 8c4CK FL a aT nwr T1snH0 a cHa1HeERINa coMPANY ss1 1-Drs 15-045 ORI \��� ®w..xm.x.s.xa ro..Hume n�s1W P77cwe 2L sAx! 184 (ms7mf-+'+TI ORAINnC No �`Aa;,sSIONA�° °°°°°° wa �D0 19 �.w +� FR- W 15 or 17 JIMMIU M AAA DMGN PREMM RATING (p.mf,) AND CORRESPONDING MA4IM ANCHOR SPACING SCfWULE FOR INSTALLAITONS INTO WOOD FRS BUILDINGS 7nneAal M000 FATmms T(W�) M uwKv NGOG MsNum ARTXAIX£ro 14wW Nano FAsrDrta AFPLCA"W Asa aesm �/aAMA. Y PAN77. 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B(mmu)• NIA 7Y 12' 8(B07'70M) NIA 12' 12' 9(TW) NIA 12"• 1Y• 9(TOP) NIA 12' 12" 9(TOP) 72" NIA WA 9(Bonn) 72 WA NIA 9(8071OM) 12' WA WA 9(80TTOM) 6' WA N/A Ib(BOTTOM) 5 1/Y WA WA 10(BOTTOM) 6' NIA NIA 10(B077a7T) 9' NIA 9' FIA(RW) 9' NIA 9' 1 I(TOP) 9' N/A 9' 1/A(!017) 4' WA 4' 11(BO770L1 4-- N/A 4'•• 1 t(8077MO" 4"• N/A I'• 11(BOTTW) 6' WA NIA 1J(TOP) 6' WA WA 1J(top) 6" NIA NIA TJ(top) WA, IJ(BOTTOM) 51/'6' 1J(BOITOA7) 6- NIA WA IJ(BOTroM) 4' 4• 4' r4(ebrrbM) 4— 4'a 4.- 14(BOTTOM)•• 4'• 4•= 4"• 14(60TTOM) • USE 6"OC SPACING FOR PANEL LDVGN,3 LARGER THAN 10'-0"AND USE 12'OC • VAUD ONLY FOR UP TO+50.0,-60.0 P:s7.MAX A.SO.DEYW PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS£OWL OR SNORTER TRW 10'-0' RATING WRH 78'Moa PANEL LENGTHS OR FOR UP 70+50,0-50.0 p.aF. YAfJO ONLY FOR UP TO 108"PANELS LENGTHS MAX.ASO.DESIGN PRESSURE RA77NG W11H 96'Mex.PANEL LEHGUM •* ' VQ..`.... FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone) OW157KTD0.050" BERTHA ALUMINUM STORM PANEL FRt :0 MG 0-4416 7 (2.00" DEEP) 6CIMN Br EASTERN METAL SUPPLY, INC aT�.'S (� ZED 66 IYLS7 BGtas aT(E ' •,�(�ys TLLIT TESTING a ENGINEERING COMPANY NRF PAW(SAtlL FL 2X07 15-045 �i��(s' 9.9a]W vace4•cNmo¢. A.SNEB P.O...E'(uf)1a9-as6b FA>C(567 41-17ta A �� roar:(smy71-1310.Fm:(ws)en-I•+SI as ORIIHNG No '7j�FF''��nA�E�`G�'��``�� WALTER A� 744i6i� rt•a a��1 �. �A .1 SHELT16OFn ii54:it74iltK A.S.D. DESIGN PRESOTW RATING_(n.s f.} AAW C-ERESPOMYG 3fAX UWA ANCFIQR SPACING SCFIEDUM FOR INSfiALTAAQNS IQ 1150QD FRAME BUfLIlINGS ASO.PESllit 'ow ttSffMRS k7FIN17M5/R M4Y96a1 P.M11 ASA asRT ' 7 X76 ACRRNA7FL5 J a APXWW PMU A$a 91sw 74M MsnNo� kTWw7AS J a tliJSRAt M,tliL J sawccw �Os Aw cam u7mr 7nIG7N i•(a) ROl vfi+ J TMGw Imp� Awe tae LU c N t'(4) FREMLIRE REG"aR. UPJ &aTAPOW A �p7 7nN lFNC01 t•(MJ nVVAu MJ OF Aw ThW 11' NIA N/A I(mp) I2' NIA NIA I(70p) 8 1/2' NIA NIA 1(!OP) Il' NIA NIA 1(BOTTYAV). 12' NIA N/A I(WTTW1) S' N/A NIA t{81TROX) 1t- NIA N/A 2(w) 12' WA WA . 2 00P) 9' NIA NIA 2(/OP) g' WA NIA 2(80770X) J2' WA NIA 2(80TTOU) 9' N/A NIA 2(BOTTOM) 9' N/A NIA 34 OOP) 12' WA NIA' 34(WP) 8' NIA NIA 34(TOP) 9' N/A NIA 5(BOrm) 7Y NIA N/A 3(fR mm3 9 NIA NIA 3(8 nvu) 11' NIA NIA 4(7op) #- N/A NIA 4(TOP) 9' NIA NIA 4(IOP) I7' NIA .NIA 4(BOTTOM) 12' N/A NIA 4(BOTTOM) 9' NIA NIA 4(ROM N) 9' NIA WA 54(OAP) 12, N/A N/A 54(TOP) 8' N/A NIA 54(tav). 5 1/T' NIA NIA 5(BOTTOM) 4' WA WA 5(ammo) J. N/A NIA 5(8073}X) J 1/2' N/A NIA 6(&}770X) 4' WA N/A 5(80770M) J' N/A NIA 0(BOTTOM) +60.0,-sao 3 I/2' NIA WA 7(BOnOM) g_O• +40.0,X0.0 J 1/2' N/A N/A 7(80T-W) ?8'-0' +90.0-900 J' N/A NIA 7(BDrrom) 7'-0' UP TO OR UP TD Up TD UP TO ON +80.A-9a0 N/A 1Y 6' 8(w) Las +60.0,-W.0 NIA 72'• 6.. 8(TON)' 12'-d +100.4-130.0 N/A 12' 6 8(IOOP) tExf' NIA 12, 6- 8(BOTTOM) WA 12's d s 8(SO77OM)• NIA 126' B(BO7T77I) NIA 12' 9{TOP) NIA 12' B' 9(TOP) NIA 12' B' 9(ro?) 11' WA WA 9(BOTMU) I2' NIA N/A 9(BOTTOM) 9' NIA NIA 9(80TOM) 3 1/2' N/A N/A TO(80'73}X) 4' NIA N/A t0(BOTTOM) 3' N/A NIA 10(8ormm) 9- WA 9- 11A(W)' 72' NIA 10 I/2' 11(TOP) 5' N/A 6' 11A(TOP) WA N/A WA 11(BOTTOM) 4'•+ N/A 4'- II(BOTTOM) N/A N/A NIA f1(8077MR) 6- N/A NIA 15(TOP) 12' WA NIA 1J(TP') 6' NIA NIA 13(TOP) J 1/2' N/A N/A I3(WnW) 4' NIA N/A_ 73(80RWt) J' NIA NIA IJ(80170X) WA N/A WA 14(807TLW) 4'- 4'•s 4- WA N/A NIA 14(BOTTOM) + USE d OC SPACING FOR PANEL LENGTHS LARGO?TWN 10'-0'AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQU4L OR SUMTER TWN 10,-0' as YAUD ONLY FOR UP TO+50.0,-50.0 p s1.MAX ASD.DFS1GN PRESSURE' R4DNG WtTFI 108'Mow PANEL UNGTNS `to�U17�E-twitlltWdJi����i � A I( `�'o... ,......,�C!l�.�,, EN�� - FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zone) No.44167 02013 7XTEW INC. 0.050" BERTHA ALUMINUM STORM PANEL 1.91. w (2.00" DEEP) muTBa Lu/24/1s II. E C O�K�. EASTERN METASUPPLY, INC DATE, 9� R1DA to ` .266 wLsr RmaBs uxv TILLIT TESTING a ENGINEERING COMPANY 112'ST PALM awl,FL 33407 15-045 ,`AFFA7AFts o(4 tYL. 41 6,`;`, N L 1'®'-0067�i9 L m71MIN PNOND(S61)1R9`d=nM(56080-11716 L14AMAC NP HL(i1110 WALTER A 11Wr Jr.,P.E. ao 11-277 oac 5N1ET/7 n FLCRE4 Lin 44167 �e