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MUM Florida Building Code Online Business & Professional Requlationf rA SCIS Home Log In : user Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SOS Site Map Unks Search Product Approval Florid USER:Public User RECEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail MAY M 9 ! FL# FL8200-R9 Application Type Revision Permitting De;,atament Code Version 2020 St.U36ecounty Application Status Approved // Comments 2(� ads 6,co Archived T Product Manufacturer American Shutter SysterH3.A dtF,In% Address/Phone/Email 4268 Westroads Drive 1.001WPLIANCE West Palm Beach, FL 334074�• L11C�E (561)209-8263 C®vI�1/�It bfeeley@easternmetal.com Ran Authorized Signature Bill Feeley F" Irodriguez@easternmetal.com Technical Representative Address/Phone/Email C0nv Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Colonial Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Walter A.Tillit,Jr.,P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL8200 R9 COI BERTHA HV COLONIAL SHUTTER CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E 1886 2012 ASTM E 1996 2012 ASTM E 330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D www.floddabuildinq.orq/Dr/Dr aDD dtl.asox?oaram=wGFVXCiwtnntigh7wrrv7l i97iAn4blahFliioi,.fk%/#-. ono/ 1/5/2021 Florida Building Code Online Date Submitted 10/28/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number Description -� or Name _ 8200.1 Bertha HV Extruded aluminum blades assembled together and retained by jambs/headers to provide 1 Colonial Shutter Hurricane Protection Drawing Number 17-216 Limits of use Installation Instructions Approved for use in FL8200 Rg II BERTHA HV COLONIAL SHUTTER INSTALLATION INSTRUCTIONS NON HVHZ pdff HVHZ:No Verified By: American Test Lab of South Florida,Inc. Approved for use outside Created by Independent Third Party:Yes HVHZ:Yes Evaluation Reports Impact Resistant:Yes FL8200 R9 AE BERTHA HV COLONIAL 5HUTTER EVALUATION REPORT.Pdf Design Pressure:N/A Created by Independent Third Party:Yes Other: Large missile level"D", Wind Zones 1,2 and 3,Max. width is 60"and Max.height is 96"for+45,-55 p.s.f.A.S.D. design load,and Max.width is 52"and Max.height is 66"for +50,-55 p.s.f.A.S.D.design load(double panels)and 105" maximum width and 66" maximum height for+45,-45 p.s.f.for concrete and +40,-45 p.s.f.for wood for quadruple panels. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:8 0-487-1824 The State of Florida is an AA/EEO employer.Co right 2007-2013 State of Florida.::Private Statement::Accessibility Statement::Refund Statement Under Florida taw,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 emalls 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: ® ®1 itlsct Credit Card Safe www.floridabuildina.ora/Dr/Dr aDD dtl.asDX?Daram=wGEVXOMf)ntic;h7wr.Y71197iAO'AH9hFRiPlrnff vtnePnOl zfl nj^ GENERAL NOTES: I NOTES: 1. BERTHA H.V. COLONIAL SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE POURED CONCRETE UNIT SHALL BE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7fh EDITION) OF THE FLORIDA 1 3/4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4". BUILDING CODE. THIS COLONIAL SHUTTER SHALL = BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI DADE/BROWARD COUNTY). 8.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1). FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED 1 FOR A DIRECTIONALITY FACTOR Kd=0.85. ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. OF THE ANCHOR'S MANUFACTURER. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 8, EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. TENANT TO SECURE SHUTTER WITH STORM BARS & SAFETY PINS DURING PERIODS OF HURRICANE IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, WARNINGS. A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS, HOWEVER, FOR CONNECTIONS INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE TO CALCULATE SCREWS SPACINGS. STRUCTURE WHERE SHUTTER 15 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BERTHA H.V. COLONIAL SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN BUILDING TO PREVENT WIND/RAIN INTRUSION. VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS b 1215-01-06 AND # 0131.01-07 WITH ADDENDUM, AS PER ASTM E 1886, ASTM E 10. OWNER TO BE RESPONSIBLE FOR PROVIDING A SUITABLE PLATFORM OR BALCONY WHEN SECURING 1996 AND ASTM E 330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 Y 3 MISSILE TYPE D UNIT DURING HURRICANE WARNINGS. (BASIC PROTECTION). 11. BERTHA H.V. COLONIAL SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 2. SEE ELEVATIONS ON SHEETS 3, 3A, 4 & 9 FOR MAX. A.S.D. DESIGN PRESSURE RATING & MAX. DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE SHUTTERS DIMENSIONS. PERMIT IS APPLIED TO. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-TS ALLOY AND TEMPER, WITH 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT COLONIAL Fy= 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). ALL ALUMINUM EXTRUSIONS IN CONTACT WITH SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. A. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH SO ksi YIELD POINT AND 13. (A) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; 1. E. WHERE THE SITE 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. CONDITIONS DEVIATE FROM THE P.E.D. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (A) TO EXISTING WOOD FRAME WALL: SOUTHERN PINE No.2, G=0.55. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY - 1/4"e TAPCON ANCHORS AS MANUFACTURED 13Y I.T.W. BUILDEX, INC. MEANS. NOTES: (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, A.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE THE SITE SPECIFIC DRAWINGS FOR REVIEW. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1). (E) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE (9) TO EXISTING POURED CONCRETE MIN. (1'e = 3192 p.s.1) OR ASTM C-90 CONCRETE BLOCK }l\�Nfit 11 lit lictR OFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. Tlt\ .:...•t/T✓�� FLORIDA BUILDING CODE Non High Veioctfy Hurricane Zone) `$`i:•' ,I,EN Sic azozo,aTcco.lxc. qs$A / BERTHA H.V. COLONIAL SHUTTER 'i DRAWN ffy. 44167 /enaso THIS DRAWING SHALL ONLY 9E USED TO E- ,N0. * AMERICAN SHUTTER SYSTEMS ASSOC., INC. ILE C O INC. 42"WEST ROADS DRIVE DATE, OBTAIN PERMITS IN THE STATE OF FLORIDA �� - `i VIM rl n eEACR.FL 3U. -- - %/ z p. STATE OF l TTTEST1a�e EENCRNNEEN IN0 cs°nru: npRe(mD)o2-2m1 p `�: :(Ait,=. ..,cn _,m rur�ssl):m-exo 20-170 n DMYRNG Ho. WROERVA l;</1{16,E pD„-2N ">/!/ a• At,[ sNEET 1 OE 1{ AA111111111111111\� FOR WOOD Z 875• _ INSTALLATIONS W/ �! F POURED CONC. & I------3.93fT -- CON BLOCK WALL - .910" -- 0'--1 • � 1 _ _INSTAL_ NS W/ • I _ - p 10 I a a � - h 14. N -�3. .625' ,� as 45' (t.030) - ,108 1 N .071' p 07 ! c "Y I �11 1 119'..- ♦ ' 119"1 ♦ 1 n � `V '� e. Q 1 ! 1 - FOR WOOD do POURED N 1 t !n 2.375' 1 n 0. r a� .-(FOR 1 --�rj� N W I 1 1.625" - - 1.700' - $♦ CONC. OR CONC. 1 t c I t BLOCK WALL) - - ! I I m 2.000" - I - 2.125- (t.020) - - _}. 1 820" 1 _0 A At AIRFOIL OPTIONAL FLAT H t ©D BLE GE. �D TOP & /OM RAIL 1 BLA 60063-2T6 LAJuONLLOY - ' LOUVER BLADE TO,Q \ ® 6063-T6 Alum. ALLOY VIEW Y 6063-76 AbrK ALLOY 6063-T6 Alum. ALLOY 1 DOU HINGE 6063-T6 Alum. ALLOY 2" LONG. �1 0.375" - 2.000" .550" - , .620' 41 5/16"0 - z.,zs• _ o �'v 1sMooTH ,I� —� �—•. - EXTERIOR N � 1 HOLE ( ) N® 3/8"0-16 2 S.S. WIRE SNAP. N " © STORM BAR TYPE 1 ajjH,V. SAFETY PIN �_.500" -� �- .5�0" _ 3.000' -- N W I , If � c'nv II FRONT SIDE VIEW 0 _ 1 ! .620' II H.V. STORM BAR CLIP _ N OH S.S. HINGE PIN ' -� �¢25D ' ISOMETRIC 6062 1%Ba LONG.ALLOY W LOCK NUT. N.T.S G1 STORM BAR TYPE 2 �I S.S. H.V. SAFETY PIN 2.500" - N WZ 2 S.S. WIRE SNAP r-.875'— COMPONENTS _250: - r 1ms' N o SCALE: 3/4" CD 1 ��`V`" 'rP+"iT L�/T,j''; FLORIDA BUILDING CODE Non High Vibe Nurtioann Zone) .437 -a �- JO NON HURRICANE �Q' \\CENSF ' .250" � .' - emao nrzco,ne ASSA/ BERIHA H.V. COLONIAL SHUffER ��,: BRACKET ANGLE : No.44167 AMFACAN SHUTTER SYSTEMS AM., INC. v/z— I 1 1/4"0-20X2" S.S. HEX HEAD 6063-T6 A,um. ALLOY * IL E C O///�. ._... aeac DAM' BOLT W f DIE CAST ZINC NICKEL 2 1/a" Lor1c. F ORE�F �� " � COrtPA W rrcn""1"KAM FL ow - 7107 20-170 PLATED WASHER WINGNUT n- '� `' G e00"" °^( �,•.. we:am.al_la:.w.:(am�°7' AWM N. sS/Q .L EN��� n�u�/M167E m o-a.' Mau 2 a 14 nnnm +(S)OR Ci +@(6) REWD ALWAYS TYP. 30" MAX. UNIT WIDTH. 30* MAX. UNIT WIDTH. WOOD EADER RECURED c D 1/4 MAX, io C, POUR CONIC.OR !o a CONC.BLOCK Wt. REOLIREIK 1. Cq) 2' MIN(3) REQV F MIN. F ALWAYS TYP. DET. 1/8 ------- F F (2) REO'D. EACH.. I ---N (2) .a- - A- — ALWAYS TYP. S.S.S.M-S EACII QF (TYP.) -114 01101 Lo 4 c (D To 0(lyp.). c—t X ST." i - .4 OR ow)<. qt��4E 11\\ G IJ 1 cWa — 'A In(4) E cy E F GLASS -to, 3 1/2'MIN. Obir--SEPARATION 3 1/2'MIN. ion TO GLASS I SEPARKTIM ADO(2)#1412'SS ND q C C". A G C.0- S� W--m L )� 0 (g. "t LLJ AT 'OR OR OR (TYP.) Cl.(-Typ ------ ------- At Olt (w) 0 : x - I i At OR (BP) . . ......... In F 0 i --I F (2)It 14.2' (2)1 14.2' At- S. SMS EACH S.S.SA EACH F (2) OT00m). TOO"). REO'D. Lo 01 cy WAYS TYP. GLA 1;1 11 0 c 0 AEXat1SS—.' 1/4' G CwL 1/4' G C-L MAX.. I MAX.GAP E E 1375 A 5 B 5 R. JW 2- 0 0 2' POURED CONIC.OR MIN. CONC.BLOCK WALL PAN. 0 REWIRED. T21 0 10 a 10 0, "o zo, WOOD PLATE ...... REM D E D EN Se woco SUD 0 24* 1 Lj c 'CD) D.C. �z : No.441167 SECTION C—C REOLRVED SECTION C—C 60" MAX. WIDTH. (WALL MOUNT) (WALL MOUNT) HURRICANE POSITION HURRICANE POSITION STATE OF -:Q:z scALL: i/ I SCALE! 1/4' TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR WOOD OR COkAEJE';�r .(HURRICANE POSITION) FLORIDA BUILDING CODE (Mon HI Velocity Hurrkano f%T S 02020 nLUCO.PIC. ASSA / BERM N.V. COLONIAL SHUTTER AMERCAN SHUTTER SYSTEMS ASSOC., INC 7 6 MAXIMUM A.S.D. DESIGN PRESSURE RATING-=--..+45,---55 -psf. ILIECO INC. 1, 4266 WEST ROJDS D-YE TIWT TIC� ENGINEERING COMPANY WEST PALM REACH.rLi�07 PHONE:(800432-2204 FM�(561)209_ 20-170 ORD-- 1—(W)VT am DIVINING N. C"'o"HALTER A,Vl-UT Jr.P.E. FLORLDk Lk.1"167 SWET 3 OF 14 S+©OR C1 +O(6) REQ'D ALWAYS TYP. r 30" MAX. UNIT WIDTH- - 30" MAX. UNIT WIDTH. ---- 'y -_fDl O ' 1/4' MAX- AD) 10 O O OI colic. auNc.OF 2• REILVIMBLOG . REO'D. i ° 1 NIN. o m ( F'1cN I®I f FALWAYS TYP. DET. 1/8 Jam ALWAYS TYP. (:)1 14u_ w T)�) V O o oq _ O� m G c.1.®S. (�" <°OR (TYP.) A)OR A (TYP.) o a EXISTING F. GLASSr I 31/ N _..._ SEPARATION - -.... t 1 ro Y19awls ' I •,G Gal. ! i ; 1 P o O ¢ ..00 lz)/1a2 ss. 0 N1 1oxoGNr c eeNl o�_ . x , F (2) REQ'D. 1 To®m►.). ALWAY5 TYP. 0 0 11 0" o 11 0 o o ---- a 1 4' Gc..1 O SIMILARUJI i MAX cwI��I �Ti� AN � A `�P. JDErySF''�9 /, A/5 f - ----i < i' POUROG GONG.OR o MIN. GONG.Bloat WALL 44167 ' REOLIWD ±ao _ o io Li - I°-o o o l a\ o ' �o STATE OF - io ol o 0 090' FCDPIDQ •��� D SE wALL'OwgN1p C ����ipSS�DN�"T ��` ®C E; o E: HURR�wE roman srxE:1/4"_V 60" MAX. WIDTH TYPICAL EXTERIOR ELEV. DOUBLE PANEL FOR CONCRETE BLOCK. (HURRICANE POSITION) FLORIDA BUILDING CODE Noe N h VelocityHu no Zone) v T.S. MAXIMUM A.S.D. DESIGN PRESSURE RATING = +45 —55 sf Nn6�,LLn�..G. I N' ASSA/ BERTHA H.V. COLONIAL SHUTTER xuNx a~: P / � ��\ AMOUCAN SHUTTER SYSTENS ASSOC.. INC. 7/B/zom_ IILIEC O.NC. \,• 4M WM MAN OMW ant: WWT T mme!ENOIIKOS/O COYPANT 1 TFA PALM 9FIGN,fl..1L07 m.Nx sr 111119M n vwl now.(900)"2-720 20-170 1N�.:yW)•11-1610.IY.:p00)tll-wt fA1L•(NI)1N-am G-0006719 �t♦R Ri er,w BRINING N., VLLTM A.791IT Jr.P.E ____ FLORId1 Ue./M167 T7-RIR s SNW SII OF 14 iS+©OR +O(4) REQ'D ALWAYS TYP. 26" MAX. UNIT WIDTH. 26" MAX. UNIT WIDTH. WOOD IFIDEF REauRIED �0 D _ -- ---- Ida x D MAX, A - 0 —o _ ` r POURED CONC.AL _____._._.____.. �.,. ()..�___ O CONC.9LOCK WILL_ F.-O F_...- _ -_... ILI DET i ° MIN. NIN E 2 REQ D. �� i x as®m►a i n g CW; 1 _' o C I N F (TYP.) b ° O b o ID I F Exc — X , ' I �1 R Q I.- SEPAiAT SEP I Q TO CUSS TO GLASS SF _-_ GCmI. i^, w IUD(z)/l- S.B. - Come ADD(z)/14.x•s.s. p --'•--t -- .. n S 5. AT S.u.$�Ai OMf1CNr `D tD V Cent 3 i AT%'ORrt AT (SI OR • I X 1 I CI SIMILAR_- _-- _. S.S.SA.S EACH ss.S.YS TACK ® A OR@1 (TYP.) i I �OR Al (TYP.) i ® Xa OT rG®(i P.>. 6 B 5 ',- - - —�` _ t B/5 EbmNc 1 i A 5 5 GL S:— G G I GLASS N _ I ^ I MAX. GAP¢¢g++ . E I MAX.GAP ° ° ° ro \` At M'A)O+P.I Ai u gl mP) ;D D e :o o 1 I ° °I Z' POJPED CONC.OR YRI. - MIN. GONG.BLOC(WAU.- i__________ REGaREO. I;. Li �0 E D C. D O o . r..• f G ITODD PLATE 52_ MAX. 'INIDT I RFp RED 5.; WODD STUD O x-- •t�1 TYPICAL EXTERIOR ELEV. DOUBLE PANEL SECTION C—C RE� SECTION C—C (HURRICANE POSITIONS HURRICANE MOUNT) (WALL MOUNT) RRICE POSITION HURRICANE POSITION SCALE: 1/4'- SCALE: 1/A'- 1' 1,T.`-- MAXIMUM A.S.D. DESIGN PRESSURE RATING = +501, —55 psf,,l„ ,(..,EA FLORIDA BUILDING CODE (Non High v.IGGIy HuTTIC°n. zon.) ✓9%�� 02020 TILTEGO.W. ASSA BERTHA H.V. COLONIAL SHUTTER OnAwN a`_ = AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/e/2020 ND.44161 DATE -> y '*= 1L E C O INS ST P WEST CH. 3331 -- .___./ 1. MUT TESTING t ENGINEERING COMPANY WEST PALM BCO -7]]ap7 - 7 *:• - aee.�.>..TA, wovu.� .. vNae:(aook]z-uoa 'jD-170 o'• STATE G'r ;���F DaaAm-rxo me„_, TAL f>.T)20��7Y - f P MAl7E7CCA-000E66771 LIT Jr.P.E sr.r �OWn rrI e.� w E� oR/MINC Hu: %O�; �OR10 �� FLORIDA 1&./N167 =tE 4 all 0N A- j POURED CONC NC. (2) 2"x4-WOOD.OR CO / STUDS REQUIRED BLOCK WALL REQURED. - -----'*----- ® CORNER(Typ.) rEXISTING GLASS. 3'Min. ... , I .1 E.C. 2"Min. E.C. ' Z O ` 2.125'ETRA WN. N oZ L BLADE PENETRA A7(D RAIL� DE P Z N o< NOT ED(� - 2.125" WN. j DE PE NOTCHED(E,' AT RAITION - - o z WA 2.125 MIN. 2.125' MIN. r - --- / + kg5jri BLADE PENETRATION B EN LADE PETRATION I(AAA ® ) _ O �- (2) 1/4`0 TAPCONS I.T.W I t--11.729" --500L. BUIIDDC(STAGGERED)To. El . .WALL. ( �a LEE7---- - _.. ---_ .. ----_- __ _" _ r_a= (2) 1/4"0 TMCONS LT.W. _.-- _ -- _ .. _. _ BUILDER (STAGGERED W/ �, 1/2'NETR TIO THREADED �- __ �..«�...� ,------- .� ---- - =a -,-a x C PENETRATION To wooD {2 #14x2"S.S. S.N.S. AT TOP . GAP ,(2J /14x2" SS S.M.S. AT TOP, AND BOTTOM CORNERS A00 TTj AND BOTTOM CORNERS ADD (2) B O /14x2" S.S. S.M.S.AT MIDHEIGHT #I4x2"S.S. SM S AT MIDHE104? (4) 3/16"0 ,,�(4) 3/16'm SECTION A—A ALUMINUM B ALUMINUM POP RIVETS -OP RIVETS SECTNNI B—B i� SECTION 0— PLAN 2.125'M,N. N:.5 POURED CONC. s O OR ® (IYP.) OR ® O'yp') 2.125"MIN. OR CONC. BLOCK BLADE PENETRATION WALL REQUIRED. CH - 2.125'MIN. 2.125" MIN. BLADE PENETRATION H ( ) 2x4"WOOD �l NOTCHED T, BLADE PENETRATION BLADE PENETRATON NOTCHED-E• EO -.._. .. IDS REQUIRED -.500 2 7C" -:500'— AT(D)RAIL -- - - A7 L a •.-",� CORNER ('.ypJ RA: � f i 1 ' $ E Q Q ! ---------------- 0 0 g �$ (2) 1/4.0 TAPCONS - I I I� Z5 Y. - I BUILDER(STAPC� LT I.T.W./BUILDER _ _ _ _ e _ --y , -_y __ __ _ __ 1 ( ) w (STAGGERED) TO �- -- - -7 , 2 Min. THREADED- 1PENETRATON TO WOOD / - .895'./-.- �:� (2) f14x2� (2} IF14,. --.645''-= 500• -gp0" S.S. S.M.S. _5 S M S. S00` 500' ALUMINUM O 8 ALUMINUM [/�.(�� ppQ •��75 POP RNETS �J w iLIJIDDeS BUILDING NO�I VNIDO Hu as ZWIO VIEW 1 (PARTIAL ELEVAT�Q7�t�jT"�y� N.T.S. �, \C ' ✓ �I 02020 anvo.MC. W v yaQ•' EN �c �� / BERTHA H.V. COLONIAL SHUT ER �� .44167 ANERICAN SHUTTER SYSTEMS ASSOC., INC. T/V— No * ':* iL E C O I c 425a WST�MVE aTE TIWT TEFFINO t ENOINEEWNO COMPANY rST PAW OFAGN,IL 33407 PHa+c:(eaoNu-zzoA 20-170 .Q. STATE OF w...:rafm-,il:.r.:Nww1r_,i•,.,, rAx:ce4,no•e�.o Si o lob•'�C OA,TtUT,J es e.r �., b. DAAxnc ra. Io h�t.TER A Lk "RE pp.�_,.� ,� OA s �PIOA /M167 srzv 5 or 14 EXISTING GLASS �j 1 1/2•- 3"Kn.E.O.! - I 3"�^ ��- POURED CONC. OR --------- ---- ------ E.o. `���\ CONC. BLOCK WALL - --- - ------------------ � \ REQUIRED / \ POURED CONC. OR 1/4 1/e MAx. 1/t / t CONC. BLOCK WALL Lw11 ! -- __ ... REQUIRED ( •) A ti � j - ---- -PL TYPICAL P (NON '' LANt HURRICANE POSITION - 11 /. 1 1 ^A� OR N.T.S. C ----- --- '` '------DETAIL X %' �, ,/4• ', \`1 EQ PURED CONC. OR (2) 1/4"0 TAPCONS t� Eo O I �a� I ' CONC. BLOCK WALL LT.W_/BUILDEX TO WALL. 3•N;^ REQUIRED. (2) 1/4"0 TAPCONS I.T.W. BUILDEX TO WALL. a-- G, .� ...z 1/2• )R O (2) 1/4"0 TAPCONS j LT.W./BUILDEX tom,-2 tt/ts' ��. s/ts• -t ,/z'--is/1s' (STAGGERED) TO WALL �^ C1 (4) 3/16"0 D , �! ALUMINUM " V ®OR ® _ POP RIVETS - ELEVATION Y-Y �1 - - ----- -`- SCALE: 1/2"=1" v!14x3/4" S.S. (2) #14x2" S.S. S.M.S. AT 2 1/8•MIN. 2 1/8•MIN. S.M.S. TO 1y AT TOP AND BOTTOM CORNERS BLADE PENETRATION BLADE PENETRATION LOCATIONS SHOWN ON N n1 ADD (2) #14x2" S.S. S.M.S. 0 ELEVATION ON SHEETS n; ��/i, FLORIDA BUILDIIKi CODE Non HI h Velocity Hurrloans Zons AT MIDHEIGHT 3• 3A & 4 ^ �, ��3P.•\,ZENSF'••9 omo maw.re. ASSA/ BERTHA H.V. COLONIAL SHUTTER oavwrer: DETAIL X (NON HURRICANE POSITION) - -SH _R ST 1 � - ��� No.44167 :it= ��. E C O use I AMERICAR orS(ymuS�sEY ASSOC., IN&' a/ SCALE: 3/8"=1" isAM j/ys/�'� NN T[lRINO k ENOME A. C011yry WEV rYL RACN.-Z Dqr `� q• STATE OF om,...0 a w ss rw.wma w mw moue(tN0)IS7-z:a 20-170 •�kr` ww,:(IIlJn1-lm h:(wbr>t-us, rAx:(ssipOr-sm 9 F a aaonla4r.P.E. ww .. a... w� s o(I�a ts■ CO OP w.. �� R A tt(trr . E -- .6 �� '<Mm.u..s wlea � ks'>.'w' tttur s ar a EXISTING GLASS 2'Mtn.ED. 2"lin.ED. �� WOOD HEADER, WOOD --------------------- ------------------- r /�' I PLATES, WOOD STUDS i' OR 1/2" (MIN.) PLYWOODS 1/B-MAX. GAP 1/4- t - REQUIRED SHEATHING — wuc. MAX L _ -__ FRI — -_� �1 II 1 1 o u y „ II Nk � TYPICAL PLAN ANON HURRICANE POSITION ! _ tAi oR N.T.S. �� jil y 1 �J =----r'�-DEraL x I y d r1 1/4" ( 1 1•MIN. 11, l 1 EO 1/2' MIN. PLYWOOD (2) 2"x4" WOOD SHEATHING REQUIRED ,i ED STUDS REQUIRED 1 ® CORNER (Typ.) (2) 1/4"0 TAPCONS I.T.W. SUILDEX ' \ \ PENESHEATRATIONHING EQ'D THREADED W 1" EXTRA TJ — PENETRATION TO PLYWOOD I i 1 I / MN1. DISTANCE PASSED PLYWOOD �\[� 2 lit" �J 1 , 2•D.' { t ED. ;. I ® OR 0 (2) 1/4-0 TAPCONS I.T.W. i MIN.EMBEDMENT Ft ( ( �,) BUILDEx (STAOGORED) W/ BEYOND,PLYWOOD �l 1 1/2"Mn.THREADED -_ -- ---1 PENETRATION TO WOOD 1 3/4- ,/2--- 1/e• 'n' Y p ELEVATION Y—Y d (4) 3/16-0 SCALE: 1/2"=1" •-LUMINUM OR - _ POP RIVETS I III p V ifisttaam ZoM �� -- •-_ ___—._ 2) IYtax3/a" S.S. FLQRIDA BUILDNia CODE�.� • ...1/T'''. (2) #14x2" S.S. S.M.S. 2 I/8 YW. 2 1/e'MW. S.M.S. TO CAT ��Qom,.• "E ✓,9' om2a nLrtca oa ASSA/som N.V. OOLXR K swm Dt4M/1 AND TO ADD (2) PENEfRAT10N BLPDE PENETRaTiON LOCATIONS SHOWN ON =3\; \D NS�c'.•. S.S. S.M.S. AT MIDH 4.2 ELEVATION ON SHEETS r 3 & 4 ' No.44167 `: A PAN SFiJE1ER SY57ElIS " oM IL E C O.Itc. I Alm aw�ow DETAIL X(NON HURRICANE_ POSITION)HURRICANE_ POSITION) * - yesim.tNO wor I"wmKn.3UN as 4... a.m wow.owsoc n a,a _�—�� STATE Of n..:piTm-,w.ti:am-,m, rya SCALE: 3/8"=1" i u aoosna 1111ttIt Na O� ••FLORiDQ rwaFn Tun a.PE. '�\r notlui W-/441E7 tt� 7 Q 14 �q��nngNlAlu�a1"4�� A OR At (T1P.) OR Al (TYR) r t - , E �2) 14x2" ------ ,�S. S M.S EACH V TO Q EACH G A - s ----- (8 SCREWS/STORM BAR). -- ------- -- - _ " = -Z.� ',i-a (j)EACH 1 1 (TYP.) G CONT. Al ----------- OR®(7ra.) -- q 1/8" MAX. GAP Al OR OA trP.) DETAIL 1 -(ISOMETRIC) Illlllly,, FLORIDA BUILDING CODE Non High Veloc4 Hu no Zone N.T.S y�?•'��G ENs `n0=AM W_ ASSA / BERTHA H.V. COLONIAL SHUTTER Cc r DIAM Br. NO.44167 = AYERICAN SHUTTER SYSTEMS ASSOC., INC. 7i•/2m ILE G MT aD<ro DevE DATE /E W t Er NUFIN6 COWAW rest i< Buck,n.331 STATE OF awns k r lea rase n aro PHME:(BBOK32-22" 20-170 Q= ;ale,-,<s ti..team-•u, Fps:(Bslu'Ds-m r.r aaar n.r are art 21ur�c a. _-..—._-_ �_ 'OAF'• (QI1Id \� RDa[M!T /N 4/1 87 Oan-a1a i sett e a u /��I///IIIIIIIIN11f1„l,` + OR '6i� +@ (8) REO'D. (8) REO'D. OR +0 ALWAYS TYP. ALWAYS Typ.@+ 26" MAX. UNIT WIDTH.-----,, -------26' MAX. UNIT VVICITH. -26' MAX. UNIT WIDTH. 26" MAX. UNIT WIDTH. ------ 1'cyl0 Do C./i Li C41 LL 10 0 :0 0 0 01 0 01 0 E o 'T —-------7 ---------- A 0 (8) ------- I _0 DET. 2/14 o (3) REO'D. ALWAYS DET. 2/14 ---------- ALWAYS TYP. (2) REO'D. -a ALWAYS TYP. AL.. ------ F (2) REO'D. -�(2) REO'D. 01 10 0 0 A�WAY rN -ALWAYS T P. 10 014 1 S P. _,j Oil 0 *0 0 0110 1 to I o to EACH(J) II DET. 2/ :E `A OR Al (Typ.) OR (TYP.) A''OR @ (Tw.) D(TYP.) )OR O. (rYP. I - i> P 0 0 01 1 0_1 11 i 0 0 0 o if "MT- 0 0 1 B'71 I ------- B:711 uj _7 cy dl ------4 o o 10 o 0 ------- Vv ------- 0 V/111 0 ------ W/11 D'/1 1 A'/1 I D'/1 I 0 A'/1 1 ito 0 0 o i i :0 :0 0, 0 o i ;a o (D) c/10 E'� (E, -6 105" MAX OVERALL V_jp TYPICAL EXTERIOR ELEV. J"4 QUADRUPLE PANEL FLORM BUMNO CODE (ftn High V*IoaW Hu in* Zone) (HURRICANE POSITION) NO-44167 S emmmEco.wc� ASSA BERTHA N.V. COLONIAL SHUffER m.p N.T.S. STATE OF AMERICAN SHUTTER SYSMIS ASSOC, INC_ 7/6/=0 • 1I WW PMM WACK FL U407 C�- MAXIMUM A.S.D. DESIGN PRESSURE RATING: +45,-45 PSF FOR CONCRETE OR 1L EC0.1mc. 4M WW NW= am CONCRETE BLOCK WALL. NAIL UT TEFrM&ENCH40004 COWAM pmom om"-nm 2170 F.- • CA-GOW 9 Mm"N. MAXIMUM A.S.D. DESIGN PRESSURE RATING: +40,-45 PSF FOR WOOD. oft#1111lot111101, W&M&MY*.RE &OMM U.F"167 s or 14 1 �1 1/4" WOOD HEADER ..g, MAX. D REQUIRED T 1/4 - II» _ MAX.v. D + J� E POURED CONC. AL 'CEGUI BLOCK WALL Jp" REQUIRED.MiN. MIN. F (2) / 14x2'OFS So©(TF�HS.S. S.Y.S EACHm®�P•)'EXISTING 1 EXISTING r GLASS r- G1 Cont. GLASS— G1 Cont. E \ 1 3 5/8" MINION I 3 SEPARATION MIN. I'(4' 1--SEPARATION I I A cR (ttP.) I SEPARATION R� I ro GLASS I ; F I. I: A OR (TwJ I TO class p �'• + ADD (2) If 14x2" S.S. _ ADD (2) #14x2" S.S. S.M.S. AT®DHEIGHT- AT OS. OR f ®DHEIGHT f AT A OR I�"''�I G1 Cant. I �'Conl. - - AlAi at O (TYP.) i At OR (flP) i (2) 111 14x2" F�I S.S. S.M.S EACH i S.S. F S. S.MSEACH I�I Q TO QE (TYP.). QE G1 Cont. TOIQETYP( ). I Gt Cont. i EXISTING I I EXISTING t _ ``•``� ,GEN GLASS-1 I S E Sic •. I I -0.44167 1 1 4" 1 1/4., MAX. GAP I MAX. GAP 9 STATE 01 L Fs.. a: D ION '/r�rnlwnulualo 2'x4" WOOD PLATE POURED CONC. OR REQUIRED i•.; CONC. BLOCK WALL REQUIRED. . WOOD STUD ® 24" O.C. MAX. REQUIRED FLORIDA BUILDING CODE (Non Htyh Velocity Hurricane Zone) o2020 rrnlEoo,M. ASSA BEITW H.V. COLONIAL SHUTTER y' SECTION C-C SECTION C-C ---- - °R"W"�'� AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/e/ (WALL MOUNT) (WALL MOUNT) IL E :O.Nc. 42M WEST ROAM DRIVE oac WEST Pur Um.F�33407 HURRICANE POSITION ::',ten:yENGINEERi cplrwll PHONES(�14u_� HURRICANE POSITION , _ nm7o._ull MAI(al)zm-4= 20-170 SCALE: 1 4' = 1" a-0005712 ar �� r - SCALE: 1/4" = 1" WKTER A.rwr a.P.E. , •wau GI11WN6 N. FLORIDA Lic.0 Ia/Q am to Or 1{ (2)2*s 4'WOOD STUDS REQUIRED PO URED GONG.OR CONC. a CORNER(Typ.) SLOCI(WAll REQUIRED. "IS'ING GLASS. 3' 1,121'MIN BLADE PENETRATION '125*MIN. 2.125• MIN 2.1 IS'MIN. 2 125'MIN, 2.1 m,MIN ED(F) BLADE I'ENETRA110N BLADE PE ON -IRATIM BLADE AT r� PENETRATION BLADE PENETRATI i Z12!i-Ml.- 1.1--MIN. MADE PENE NOTCHED V AT PAL BLADE PENETRAIKIN BLADE KNEn— A OR E' G" L I) ETRAD 4 -5� MAI. (2)Ileo wCoNs 1 1.729' sumaDl(SmGmim)r (2)1�/4-.TAPCOMS I T.W. ED) BUILDEX(STAGGERED) 1/2'W,,THREADED we P_ MLL . I . ENEIRAMN TO W()OD (2)#1 kAJL GAP (2)114.2'S.S.S.M.S.AT TOP SS.SIM"s, TOP AND 80TRIM • (2)fl�"S.S.S.M�AT (4)3/16-. SMS LOANERS (4)3/16-. 3/m AND BQrMM CORNEAS TO(2p (4)3/16 H COl" ADD(2) SECTNMI -S.S.S.M.S.ff ADD ) ALLIMINUAl AULAWVI.. #14.2*S.S. AT IA0HDW A; ALUMINUM (4) MP RNEIIS RIVETS EA. ALUMINUM #14.2 MICHEKHT pop Rvm SECTION 8'—g SECTION 0'—1), POP RIVETS Ell Al SErngN D'—Q SECTION lr—O' PLAN NT_s 2.125'MIN A OR (TYR) POURED CONCRM MADE FIDIETIVITION E 2.;25'MIN. 2.1='MIN. 2.125* OR NO JIMEDJ!�W BLADE PENEMTION BLADE PEN E LADE PENETRATION 21 BLCCK -500- 2.7w- -4m, AT TYP. T,1'. YF, 2' 4'WOOD REG'D. SPUDS MODIFIED 1729TVP ' 0 CONIMM(TYP-) 0 io 0!Tr b 0 0 G I I 'Anams GULM(.A.E.ED)TO W/ -061 1/4*0 TAPCONS IJ V PENURRION TO WOW 4.2%(2j 11 (4)3/16'0 (2)114.2' ALUMINUM mma (4) POP RrMETS POP FVMm VIEW---I....(PARTIAL ELEVATION) H `IN I ........... FLORIDA BUILDING CODE (Non High ValocIty Hu cone Zone) .102.TILTt...INC. M.P ASSA / BERTHA H.V. COLONIAL SHUTTER ORA"BY. No.44167 AMERICAN SHUTTER SYSTEMS ASSOC., INC. I/l/un 0 114 c 4260 I MAIDS DRI�E TESTING Sk EMMEERING COMPANY Wf�PJULbI BEACH.FL 33407 STATE OF MOME:(400)432-2204 Q- --- 20-170 1,- (4011 % AZ , CA-ODD6719 DROMM W: • WALTER X TUJT Jr.P.E I FL.IJc.1.151 RM 11 OF 14 A L POURED POURED CONCRETE OR CONCREfE0BLOCKE OR CONCRETE BLOCK WALL REO'D. WALL REQ'D. 3'Win.E.D. - EXISTING GLASS � � ----- ---- -----$----- -- �� POURED CONCRETE OR ---- % CONCRETE BLOCK 1/4• 1/4• 1/6•W_X.W I/4' r WALL REO'D. r MAX. wx.DIW MAX.jr // 1 I I 1 1 1 fie I TYPICAL PLAN (NON HURRICANE POSITIONS N.T.S. `� /' O�� O -) "DETAIL X O, 1 I i EO POURED CONCRETE OR �2. i 1 CONCRETE BLOCK / a .r. WALL REQ'D. (2) 1 f4"0 TAPCONS I.T.W. BUILDER ,1 1 TO WALL. F 1 � E OR OA 11 J16' 5/16• -1 1 2 L� '5/15" (2) 1/4"0 TAPCONS I.T.W. -�f2. / i ` �•) BUILDEX (STAGGERED) TO '�'1/2�-2 D Q ! WALL. 1i (4) 3/16"0 POPMINUM OR (2) 114x3/4' S.S. ELEVATION Y—Y (2) 114x2" S.S. S.M.S. AT _2211,6"WIN S.M.S. TO®AT SCALE: 1/2"=1" TOP AND BOTTOM CORNERS e TIO E N - LOCATIONS SHOWN ON ADD (2) #14x2' S.S. S.M.S. ( ELEVATION ON SHEET 9 AT MIDHEIGHT _--___=7 Z - _ a��� AnT/( I -- „�•�P�' ........••lJl'': ROMA BUILDING CODE Non Hligh Volaft Hurrloam Zone ' emo nucoo.m ASSA BERTHA N.V. COLOMAL SHURBR aaavM or. NO.44167 — — --'-- o�F'-j iAMERICJIN SHUTTER SYSTEMS ASS ' INC-1 venom DETAIL X (NON HURRICANE POSITION) STATEOF '* % IL ECO— 1 �! eOf« M — °" SCALE: 3/8"=1" ��p�. �c nwr rm1Mo a aaoKcuslo aoreMr PROM feee»- 20-170 P �. as.� raw. w a,c ►w f GRIDM.,'"t, .,� :a.""$i ` c« S/ONAL EN�;� ��``` rto7°xi &itw1u1e°i .o■r.. .m r. es 12 OF 14 ` -' WOOD HEADER WOOD EXISTING GLASS PLATES, WOOD STUDS 2' 2"Min-E.D. OR 112. (MIN. 1/4' ----- \\` RPLYWOOD EQUIRED SHEATHING 1/e'MAX. cw 1/4' / \ MAX - MAX — TYPICAL _PLAN NON- _HURRICANE POSITION I OR --- i (TYR) 1/2" MIN PLYWOOD DETAIL X - 1.250" (2) 2" x 4" WOOD SHEATHING REQUIRED 1 MIN i aaa I STUDS REQUIRED® CORNER (Typ.) (2) 1/4.0 TAPCONS I.T.W. BUILDEX '. 1 EO T t1 _ _ _ _ W/ 1 1/2' Min. THREADED j" !! PENETRATION TO PLYWOOD r• ' _ i \ I EO SHEATHING REO'D. W/1' EXTRA 2,Min. DISTANCE PASSED PLYWOOD ti o / t E. a� �• III I � - ' aa � ' Q m a -Wo z.soa' OR OA (2) 1/4"0 TAPCONS I.T-W. - - i�I I (TYP.) — BUILDEX (STAGGERED) W/ 1�2"' , 6 +/r 1 1 2" Min. THREADED �4 © ! I PENETRATION TO WOOD 4 (4) 3/16"0 D ALUMINUM H ® O' POP RIVETS � ® - __ ELEVATION Y-YDI A ------- SCALE: 1/2"=1" E -- - -- --- - - (2) #14x3/4" S.S. (2) #14x2" S.S. S.M.S. A `. "'• - - - S.M.S. TO AT TOP AND BOTTOM CORNEF -Al PINET--f4 ® LOCATIONS SHOWN ON ADD (2) #,4x2" S.S. S.M ------- -'-_ ------- — ELEVATION ON SHEET 9 \�.\�1�1g111�111 W.N� _ \ <<� �i� _ FLDRIDA BUILDING CODE Non High Y*Ioclty Hurticano Zone) AT MIDHE':'GHT - -___�. ==_= '� -1 c`���P•'V,VCENs�:'-'i9�yr elm mttw.Inc` we ASSA/ BERTHA H.V. COLONIAL SHUTTER IlnNxn AMERICAN SHUTTER SYSTEMS ASSIX INC. vs/z— * / IL E C O 1Mc .767 WEST MADS DMVE WE DETAILX NON HURRICANE POSITION ; L•E"NG•EPIQMEE.No COMPA. WEST P, KE, - AW7 — STATE OF :�� ...�. :h ��� �- r (W).l7-uo. 20-170 �- --- �9qQ -:pmM/,-,�, ra:(56,)2" elan SCALE- 3/8"=1" i ,c'••F(ORIO r": A-OOM711 L. 17 a u 1j11111111111111� E�)(Typ.) �"A OR (TYP (Typ.) 'E,(TAP.) OR (TYP.) (2) # 14x2" S.S. S.M.S EACH F TO E EACH (g) (16 SCREWS/STORM BAR) ------------ ------------ ----------- Va o (TYP ok if y— --------- Gl % G-)l ----------- Ntj 1-T =N= -:4 1/8;14"• GAP t/Ba Mo. w /8' wx. w DETAIL .1 ( ISOMETRIQ) N.T.S FLORIDA BUILDING CODE (Non High Velocity Hurricane Zan*) A / BOMA \_\rEA(S. pl, 92020 TtLTECO.INC. ASS H.V. COLONIAL SHUTTER I M.P s TY—STIEhii ASSOC-.-,--lNC.[ 1/11/2 AD.44167 AM CAN SFI�R 1/11/20 DATE: mc. 42 WEST 00�DRIVE 11LIECO= WEST RAW8EACN,FU 33Q7 TILLIT MW—&ENGINEERING�PANT PHW:(�)a2-2204 STATE OFr. (MI)M 20-170 19 ,am W47ER TUP 'PE. &00067 Jr.J' 57 ..... . FLOADA 44 W=60"MAX(105"FOR TRIPLE) W=60"MAX(105"FOR TRIPLE) W=60"MAX(105"FOR TRIPLE) REVISIONS H=32"MAX. H=32'MAX. H=32"MAX. • W W W ----------- - ------ ----- -- -- ----- - ------- Go 0 0 e of 0 00 LL OD $ W (4 $ mo O M EX V Z = o r o LL O O 0 W Q = r W o Wl dOf E G " '* 0 E FBC 2020-7TH EDITION e - _ Q 160 MPH __ _ - ---------- - EXPOSURE: D W CATEGORY: II ee o y ROOF HEIGHT: <30' I El CD UJ ART r(✓!EE FLE700JtY) 'O Y (SEE FLd200 ,VARTIN.EEFLOW-1o) NOT 194"FOR CUW Y' T A 0 �/ r x I'x 11T AIUMI"CHANNEL � 'A'(�FLCEfO� j0 U) E W 2 Z R , I ) ♦ ♦ rn - --- ----------- N'i 1 •10 k]H'RIVET RUT WffN 1/4'- I 1"+MINIMUM ; ; �r SIMWAIX T o EDGE DISTANCE i N 0 J SECTION SECTION LL N.T.V, • II.—rO Rorke,e • NOTES: * i N?J 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8200_R9,THIS DETAIL IS SUPPLEMENTAL. 2. SEE FL8200_R9 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS A=) • A LIST OF ALL MATERIALS. ^�F • e , 3. SEE FL8200_R9 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM PANEL SIZES. �'O,� �•: P`••. ��C/` 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE"HURRICANE POSITION". i S. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1885,ASTM E-1996,ASTM E-330,AND ASCE 7-16. /� s� \� �1 6. MINIMUM 304 STAINLESS STEEL SHALL BE USED. / ' O►gal$E COLONIAL SHUTTER ALTERNATE LOCK-DOWN T ATTACHMENT METHOD S-1 04/12/21 1/11/2021 Florida Building Code Online .: u Itit: Business & Professional Regulation1 SCIS Home i Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Sears VrProduct Approval USER:Public User Product ARproVal Menu>Product or Application Search>Agolica[lon Lis[>Applicatlon Detail RECEM� FL# FL11968-115 MAY 2 4 2021 Application Type Revision Code Version 2020 perinittinp DQpartmant Application Status Approved St'Lucie Courtty Comments Ztd5 ---oGT'Y Archived Product Manufacturer Eastern Metal SRFgVIEWEC FOR Address/Phone/Email 4268 WeStro' pp COMPLIANCE West Palm 7 (soo)432 _1�J 1E COUNTY bfeeley@eastern metal.corms Authorized Signature Bill Feeley BOCC bfeeley@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative CONTRACTOR �� Address/Phone/Email COPY Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R5 COI COI EMS 0 040,pdf FL11968 R5 COI COI EMS 0 0 0,p& FL11968 R5 COI COI EMS 24,pdf FL11968 R5 COI COI EMS CLEAR pd Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf/EcLXlecJxOtiGgQ7ubCZfOtll73Mvgg%3d%3d 1/3 1/11/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/19/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products F- — — FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 20-180 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS 0.040.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile.Max.span Is 12'-0"for+25,-25 p.s.f. FL11968 R5 AE PER EMS 0 040,1df and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6, 7,8,8A, Created by Independent Third Party:Yes 9 and 11. See sheet 10 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ- Drawing provide hurricane protection. Number 20-182 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R5 II DRWING EMS 0.050.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: Large Missile. Max.span is 12'-11"for+30,-30 p.s.f. FI 11968 R5 AE PER EMS 0 050 pdf and 8'-2"for+75,-80 p.s.f.for mountings without"h"header. Created by Independent Third Party: Yes See sheet 5 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 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 20-181 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS 24.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile. Max.span is 9'-8"for+30,-40 p.s.f. and FL11968 R5 AE PER EMS 24.pdf i 7-2"for+70,-80 p.s.f.for panels mounted without"H" header. Created by Independent Third Party:Yes See sheet 4 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 20-184 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS CLEAR,pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Large Missile. Max/span is 10'-0"for+28,-28 p.s.f. FL11968 RS AE PER EMS CLEAR.iLdf A.S.D. and 4'-0"for+105, -110 p.s.f.A.S.D desgin load. See Created by Independent Third Party: Yes sheet 3 of installation drawings for other spans and pressures. 1 Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 0 Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone,850-487-1824 The State of Florida is an AA/EEO employer.— right 2007-2013 State of Florida.::EdyAcy 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 www.fcridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgsxYleb400ODf7EcLXIecJxOtiGn07%ihc:7tnt117'AnAvnn0i'krt°i1r+ �I' GENERAL NOTES: Nona. 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLMIUCE 1N ACCORDANCE d 1)MROMUM EMBEDMENT OF TAPCON, ELCO PAHELMATE. AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK WITH THE 2M(FM EWTXW)OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL ME OF INSTALLED AT H1GH VELOCITY UNIT SHALL BE 1 1/47T 1 3/8'FOR ZAMAC NAIUN ANCHORS AND 1 1/8-FOR RED HEAD DrNABOLT SLEEVE AAVKWS HURRICANE ZONES(WIAMI-OADE/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONIW*OF THE A80YE MENTIONED CODE, FOR A WIND SPEED AS 8.2)7/8'CALK-01 ANCHORS SHILL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO REOMED or THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85. SHALL BE PERMITTED. 1/47-ZO SCREWS USED SHALL BE 1 1/2-LONG MINIMUM SHnHIn STttr"EXIST AMD /- USING ASCU 7-96 SHALL NOT EXCEED THE MAXIMUM(A.S.U.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 TYRO 0. MR:1=Fup HALLS WiH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASW 7-18 SHALL BE FIRST 8.3)MINIMUM EMBEDMENT OF 1/4'V It 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK. NO REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.0)DESIGN EMBEDMENT INTO STUCCO SHALL Of PERMITTED. 1/4-1-20 SS MACHINE SCREW USED SHALL Of 1 1/2-LONG PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO MST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, A 33N INCREASE B.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WASMI USED W THEIR ANALYSIS.A OURA77ON FACTOR CD=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN VERIFICATION OF FASTENERS IN WOOD. 0.1)AND 91)ABOVE STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE W17H SECTION 1608.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS THE ABOVE MENTIONED CODE AS PER ATL REPOR75 IF 0121.01-98R,f OJ29.OF-00. 1 052S.01-00 AND fOS12.01-03 AND MANUFACTURER 0617.02-04,AS PER IMPACT TES7ING EOUIVALENT TO ASTM E-1996 STANDARD A ASYM E JSO-02 STANDARD, LIMITED TO INSTALLATIONS WHTHIN WIND ZONES 1, 2 A 3 AS DEFINED BY ASTM E-1996 STANDARD.AND/0221,07-01 PER TAS 201, 202 A 20 7. PANICS MAY ALSO BE INSTALLED NORIZDNTAILY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 17HRU 8(SHEET J A 4 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5057-1437 OR.T004-H34 ALLOY. OF 9) EXCEPT THAT HEADERS 3, 4 A 5 SHALL NOT BE USED. 3.ALL ALUMINUM EXTRUSIONS-WALL BE ALUMINUM A55 IAUON 6065-76 ALLOY A nMPER UNLESS OTHERWISE NOTED. 8. 17 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO of" STORM PANEL COMPONENTS 4 STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. ALL ALUMINUM EXTRUSIONS IN CONTACT ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION DI-6 OF THE 2015 ALUMINUM DESIGN MANUAL BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN W CONTINUOUS CONTACT WITH 50018 W/50 krI YIELD STRENGTH AND 90 Cal TENSILE STRENGTH A SHALL COMPLY W/FLORIDA BUILDING CODE SECTION THE BUILDING TO PREVENT WIND/NAIN INTRUSION. CAULK AND SFAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 24/T.3J.4. 1 f0. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; S.BOLTS TO BE AST £EZ M A-507 GALVANIZED ST OR AISI 304 SERIES STAINLESS STEEL, WITH 35 kx/MINIMUM YIfLO STRENGTH. L., WHERE THE 517E COND?EONS DEVIATE FROM THE P.E.O. 6.ANCHORS R7 WALL SHALL B£AS FOLLOWS:(UNLESS OTHERWISE NOTED (e) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.F.D. PROVIDED N£/SHE DOES NOT DfWTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSYRMY70N SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (A)TO£X/SnWG POURED CONCRETE: tt1 - 1/4'I TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. t (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 1/4-0 CF)AP-GRIP ANCHORS(BERTHA STUD-CON), AS MANUFACTURED BY TRU-FAST CORPORATION. 1/4'f ZAAIAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS. INC, (d)SITE SPECIFIC PROJECTS SNALL 9E PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE - 114'1 A 7/8'CALK-19 ANCHORS OR ELCO—1.A 1.mok 'PANELMATE'AS MANUFACTURED ENGINEER OF RECORD(E.O.R.)TOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D- BY DLWALT, INC. AND ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY ENGINEER OF RECORD,ACTIRO AS A DELEGATED ENGINEER TO THE P.C.D. ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE 1/4'I.3/4-ALL POINTS SOLID-SET ANCHORS AS OISTRIBUTED BY ALL POINTS SCREW, BOLT At SPECIALTY COMPANY. SPECIFIC DRAWINGS FOR REVIEW. NOTES: (0) THIS RED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 7HAT PREPARED 1T. A.1)MINAHUN EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS 15 1 3/4'• FOR ZAMAC NA/(JN ANCHORS IS 1 3/87• FOR ELCO PAHLLMATE ANCHORS IS 1 3/4'AND FOR OF TAP-GRIP ANCHORS IS 1 1/4'. 11.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VlSF6L£LOCATION AT STORM PANEL IN ACCORDANCE WH SECTION 1709.9.5 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. A2) 7/8-CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO LABELING 70 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. SHALL BE PERMITTED. 1/4'0-20 SCREWS USED SHALL 8E 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A3)AUNAFUM EMBEDMENT OF 1/4 0 r 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE- ND EMBEDMENT INTO STUCCO SHALL BE PERMITTED. f/4'/-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST;AND T'MINIMUM FOR WALLS WITH NO STUCCO. A.4)1N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXOS77NG WALL OR FLOOR, ANCHORS SHALL BE LUNG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS THIS DRAWING SHALL ONLY BE o" TO INDICATED ON NOTES A7)A A2)ABOVE OBTAIN PERMITS IN THE STATE OF FLORIDA (8) TO EXISTING CONCRETE BLOCK WALL: - 1/4-I TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BLHLDEX. - f/4-0 Cr TAP-GAUP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY T)?U-FAST CORPORATION. - 1/4-R ZAWC AWUM ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. NI011Ugry� - 1/4-0 x 7/8'CALK-ftV ANCHORS OR ELCO mal-A 4-1- PANELMATE'AS MANUFACTURED dAA.A A.TI FF BY OEWALT INC.AND ELCO CONSTRUCTION PROOLIC75, RESPECTIVELY. `gyp -(E.R.......jlly'y'y FLORIDA BUILDING CODE (Non h VslooNy Nurrfcane Zone - 1/4'M x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT t SPECIALTY COMPANY. �GENS'• m o1D2O rz co,rec. O.OSD' BERTHA ALUMINUM STORY PANEL Mr - Ile•RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W. BWLDEX. � � F .' (2.23' DEEP) AlloTM.1 N oj.�4*R4 I167 EASTERN ME�AL�U INC 2„„m *= 41LM DRIVE DATE,�' ECQ)wc. WEST PA BEcN,FL SSW OF 1ESTIM t ENOIN NC coMPNY MML--(5$1"-8761 A f" mrax. RAIL(BI)BI-1716 182 :AIBr1W1-1fL./.:L1.ger1-I611 DAAIUW Ne cA-0000I9 se..M.l I o.a a..r OmWIa. eur WALIERI A nwT.1..P.E. .,Isbl. n . slur I of 14 NHI rw FLORIDA Ue.044167 r less•(mate Now am,(Iom MUM) aom•�,.. zsao' r 130• 1 rLem•(tnsmr NO" rsctle•(EFFEE ft e,mp-'I I Rao• r.sgp' aioo' I.sm• r.3m' irP esw. r.sco' /�»• + ®A3 ATler�[Iq'! Y As AMVMC(rwJ' R 123• RL7P' I is, .I»- Its• rxt3o' _ gg its r= .0I3• , 9 ri AI. • � RI15• ugh O73• i �� K .073• 1 Z I I �—�.h3•—L- ,_�,-_ -_._!-a.,ar� !—zru--! I ( � -I-- .oTi' ��; � L.r.�• I� Las,• U FULL ALUMINUM PANEL W/HEMMED EDGES �MALFF ALUMINUM PANEL W/HEMMED EDGES L34w — ! I @) U'HEADER � zasr• rams'(roar— .mrR) r3oo I O3 trr'h' HEWER O3' Max. '-7'r BWD OUT om-(scr I- sa awycrar.m -1 see:4s- rsm•. eo ri so .xraoo A e3ao OAa Al•A ¢ �,,, �].ITS-�-J.e91-�T.115•� I—T.ITS"y I ry 1 I per• � � r.470 aoo L .os3 mr �8�j REVERSED 'F'ANGLE FULL ALUMINUM PANEL W/O HEMMED EDGES �HAL-F ALUMINUM PANEL Wf0 HEMN D EDGES .asr TRACK ,- L—SWO'r ©STORM PA O 0 3 8' B O. 7A 3,14 B. 0. "r 9 • r.ev 0 3'ANGLE BUILD OUT F' TRACK F' M40K rr 1-ow• BRACKET »>u,.>/a--,- �„r,;,e-_,. ^ sulA:w•-r r . ,1r- ,p-.s s s10 I I / 'i r�N -ater e►mLi�—.y—L ! r ry A T;; � e '- TRACK AMGL£ 5000• I���•M.OaO• �• Tt 1/1-I SW SEWS ON Srryc� 17 2'x5"( lrff� DETAIL—I rl:' sna wl ow oast iwc •� mr�c� ?1d 11 ?'x S' (Max.) x .115'ANGLE f� TO ANGLE WITH STUD WNXI MAIM WX Atli ,- /r_,. OPTION 1 DP710N 2 �r.mrr O2 KEYHOLE AT PANEL p I Tti' PJIr r »p�-. aE oaT' iniTla -.Iea•- �� A �.y a.aw- ZZ L L, lJ .• id (3)3/"HO ES 750O IO.CAT MP Eli[ T IQO!7J- i ' � [mc fY0 iRI.eTH• � "�'�- Ofl-A AIa AYOI m >+" KEY NOLf WASHER !2A ROUND HOLE AT PANEL —� M9 sr •. (OP710N TO 12) -—- 0o"Ow it - C�STUDDED PLATE sung 411- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zorn) Sera•--��- I 'r y>?:•''��C ENSF'•✓,P S' omm m>Eeo,iltc. 0.060'BERTHA ALUMINUMSTORM PANEL xr ~�- c No.44167 t DEEP)U aetx _ fill 12- * METAL SUPPLY, INC EASTERN 71kelim 3 sa,o ya•-r• / � ��\� tsaa s e a]�C+rw wao M n. mr a•�r••�alas Mar"AM at M an ATE Izi WEST PAW SIACK S3m©iZJSx7YI4 LQN WALL PLATE PI 541)2{-4163 rAX-(NO)SAI-tna �- 1 a? F S CA-Simla LMN b 'lSONAL 1M TLIGt,P.EI' r naa Ue.1«e7 swt A OF r.