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HomeMy WebLinkAboutDrawing (2) ���-�,.-r;t,��� �r�ita'�c::-f: [a�� ��Q�:3�►-�sp�'iil J"f�� �-- Bels Home Log In User Registration Hot Topics Submit Surcharge Stats rA Facts publications Contact Us SCIS Site Map t Unks 1 Search db'r ". „ Product.Approval `�:''�'�"+`�USER:Public User produce Approval Mena>Product or Anpnratton Searrh>Anniuntion list>Application Detail RECSI V 96 fA t FL# FL8523-R6 Application Type Revision NOV 14 2019 Code Version 2017 Application Status Approved SL Lucie County,-Permitting Comments Archived 1:3 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Py Quality Assurance Representative Address/Phone/Email FILE Category Shutters Subcategory Bahama 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 Walter A.Tillit Jrr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. LID Validation Checklist-Hardcopy Received Certificate of Independence. ELS523 R6 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC DRAWING 17-109 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 10/13/2017 Date Pending'FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 8523.1 Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ)Drawing Number 17.109 by jambs/headers to_provide Hurricane Protection. Limits of Use Installation instructions Approved for use In HVHZ:No FL85 3 Rb II AMERICAN SH t3TER SY IEMS A O IN Approved for use outside HVHZ:Yes DRAWING 17-109 BERTHA H.V.BAHAMA SHUTTER.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 level"D",Wind Zone 1,2 and 3,Max. Evaluation Reports width Is 42"and Max.height Is 96"for+45,-55 p,s.f.ASD FFL8523 RB AE AMERICAN SHUTTER SYSTEMS SS_ r design toad,Max.width Is 120"and Max.height Is 70"for INC DRAWING 17-109 PRODUCT EVALUATION +45,-50 p.s,f. $FpORT.PDF Created by Independent Third Party:Yes Ooch fiext t Comart tis::2501 81,11,Srnr r.R­1 TAllahacseee,d 32302 Ehwe;854.487.1824 The Slate of Florida Is an AA/EEO employer,f opyrinht 7007-2013 St+Ue of Florida..:privacy Starement;;A[r:nssibility Stmemenr Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records requesq do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.H you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Fldrlda.Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.7he email$ Provided may be used for official communication with the Acensea However email addresses are public record,It youdo 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,. Product Approval Accorest ©f!!!'I��— rwt Credit Card safe GENERAL NOTES• 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN B.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROWARD COUNTY) EXIST, AND T" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED 6.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1, B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 337. INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS 8, EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. BERTHA H.V. BAHAMA SHUTTERS ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR STANDARDS, QUALIFIED FOR WAND ZONE 3, MISSILE TYPE D, BASIC PROTECTION ONLY. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25,0 ksi MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPLIED TO. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11. SHUTTER'S MANUFACTURER LABEL SHALL BE LOCATED 0 A READILY VISIBLE LOCATION AT 9O ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME C),QD ORUE IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6, ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 7. ANCHORS TO WALT. SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (o) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i. e. WHERE THE (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.D. — 114.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC. — 114"0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 112". THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILRY. A.2) FA1N144UM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (c) THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF ALTERED BY ANY A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH d SITE SPECIFIC PROJECTS SHALL BE PREPARED B1 A FLORIDA REGISTERED ENGINEER OR PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). ( ) ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND (B) TO EXISTING POURED MIN. f'c=3192 psi_ CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, 1 j4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW!. — 1/4"0x3/4" ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. riiiiiiSe) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE — 1/4"0x1 7/16" PANEUAATE INSERTS AS MANUFACTURED B , Y ELCO FASTENING SYSTEMS, LLC. ",''j77R PL Tl'PIT ROFESSIONAL ENGINEER OF RECORD THAT PREPARED . THIS DRAWING SHALL ONLY BE USED TO 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR; OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". 8.2) MINIMUM EMBEDMENT OF 1/4"0x3/4" ALL POINTS SOLID—SET ANCHORS INTO POURED y}' / � .t FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY : 't * �S0f7 7��CO'cc' ASSA/ BERTHA H.V. BAHAMA SHUTTER oRAr_ OT EMBEDDED. sraTE OF NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHe ''.a � P ( �` 07/19/17 t! RIO,. �O INc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, S ' \ ��` TILUT TESTMO&ENGINEERING COMPArrc S��NAL E�6 426a�asrnolos XME A ,I� vn n..ww e.ac vw.a O1GM.AStW GESS PAWAO7,ilORNA 33107 m7'- cEooH32-2204 FA%:(SGI)109-8W0 17-109 =L•Wteccoaa.— ORAiVNO No Ee-0006719 — '� — MUER A.TUM Jr,P.E � aD Ar a! rumor A U..(M187 , SHEET 1 Or 7 .302" n a •?.p ,h5"•"� R.033" 0 0 078" c y�4" S� F. o a ! R 3 -.910"-1--910"-y o 213 7- p _ I s1, ,. .281" a n a Q¢. o o 'L �,)¢A• 2.330" pOp °eaaa o h .625" Q y 1108' .080' 05 \I t I \I r a.045" R.125" �.� phi .per` n .119" .119" �`✓t R.415" Q ^"� •391"" n .071' n I pis, TVP.• I L 187" 2.557 R i 3' 1a y� 8 a I 1.625"� +.700• lk� R 5 a �,pS. n 10 0 r 3 I h Ln 7B•) \ ` o• o I I 2.000" L2.125" (3.020) 2.972" { I I I m 1 OAOL UYER Al HIGH VISIBILITY 114" B.O. FEMALE HINGE 1 -_1B2D"--� �1820- 23 poaJ, I \I BLADE LOUVER BLADE i 6063-T6 Alum. ALLOY 6063-T6 Alum. ALLOY CO TOP RAIL/MALE HINGE DO BOTTOM RAIL EO JAMB L-2.000" I.- --i - y VIEW Y 4�9 /AS 1/4"0 1.250" I 1 X50 i �"-1.250" I 2 330" o� I HOLES�Q__E� r o .� lo 12- o4.000- M(n.- .p00. In tn.093" ter' _725" `� 9/16.0 „� 1/4"0-20x1" LONG t30` a \� I (Tm) -! HOLE S.S. THUMBSCREW OR 3/8"0-16x1" LONG np I \ t o o o ACETAL THUMBSCREW. 9/160, q o V, o H LOCKING ROD AT E OR FIXATION tA;n- 9/16.0 �* I a O - XTERI N HOLE Min.'/ m OCA NEL HOLE 12" FO PRE-PUNCHED �I' ( / 10" Min. ! 2)HOLES (3) 1/4"0 CENTER MULLION LES HOLES I I a g nI D �-•-7.997. u1 In VIEW X BLOCK ' WOOD �'�S, THUMBSCREWGOR 3301 3/8%-16x1" LONG VIEWS ACETAL THUMBSCREW. oas �- N N OH LOCKING ROD AT INTERIOR FIXATION e -T C9p�" o 'm'1. jllllldn/ii���. r n r a0 co 1 O i_ I4 x+;,111`�. P6 TIL ll�Z ��el _i �stPl -� I n j J -------- �-�1S�Po lO.875" SERRATED TUBE JO 1" SERRATED TUBE940"I { -_.i }I-- ` E NO,44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) --. 1.750 .� INSIDE ARM OUTSIDE ARM e#? sk *: °20""`T="M� ASSA / BERTHA H.V. BAHAMA SHUTTER O CAMEL BACK HINGE : -o c °R'LW'Tsr• COMPONENTS = '� IL ECO 1Ne. AMERICAN SHUTTER SYSTEMS ASSOC., INC. °'DATE" o''., �.0 TILIT TESTING&ENGINEERING COMPANY .266%SSTRdN3 DFWE SCALE. 3/4" t" �N �. µwd t'7ism ju-ow- suw Px:(80D)432-2%W PALM 204 FAY.(561)202-8390 17-109 .-mea U 006712.wm °RaWING NO •••••n••' EB-0006779 w..0 � WALTER A.T4LT 3c,P.E m.>•m h TT.GROA 7K.I t{t67 SMEET 2 of 7 I�I )C Trn) (C (CONT.) R / / 1 Q ®C/5,6 IT, r B (CONT.) ©D/5.6 -' � �`.-'�(`\ lyC 5,6 8 (ANT•) D 5 6 C (CONT,) � at At (2) 814x2'F.H. P o D'/5,6 (2) #14x2"F.H. , D'/5,6 S.S. sJA-5—`� S.S. S.fA.s• ° FROM JAMS E FROM JAMB(EL\ 0 0 TO TOP RAIL(C - TO TOP RAIL C - �(2) 814x2'F.H. T \l_(2) #14x2' F.H. L F-- S.S.5.!!.S• 1 S.S. S.M.S. I- FROM JAMS(�_ I 1 ! I FROM JAMBi I I TO TOP RAIL C(� I TO TOP RAIL C ( T r r t 2 1/8" Mtn. L 2 1/8" Alin. 2 1/8" titin. YL ttyAM 2 1/8" Min. BLADE BLADE BLADE T BLADE PENETRATIOt1 �• ; PENETRATION ^ PENETRATION + + 7 PEETD i NRATION = F 1 -1 E LJ E = E I__ T! 1 W r r J , w L --J w (2) #14x2" 1 2) 014x2" to S. S.M S. H. S.S. S.M.S. w ! v FROtA JAMB r 1 2) 814x2' 'n T r FROM JAMB TO w (2) 814x2' BUIDE(A1 OR BLADE OZ F.H.S.S.S.IA S. .H. S.S. SKIS S. w MOD HE ,y MID NEIGH FROM DAUB FROl.I JA618 El TO.�_.. TO BRACE JAMB L _i f J TO BRACE JAIAB BLADE A OR ELADE@OR A 1' L J _ L - 2 38 ® 0 HEIGHT 1 i ®MID G J 1 1 TO BRACE im-s f- -, TO BRACE JAMB r T w -1 y -i B/4 - N sM LAR L J TJ B/4 r (2)914x2' ----- / e A/4� A/ el" A/ 1/-(2)B ms F.H. f- -I S.S.SJJS. FROM JAVB B/4 L J B/4 OBO OM E ---- a TO BOROM L •� © G • "W" (SEE SCHEDULE SHEET 7)—. 'W' (SEE SCHEDULE, SHEET 7)11'!" (SEE SCHEDULE, SHEET 7) ° (2)#14x2"F.H.}" 1 (2)A14x2'F.N. _._! S.S.&L1.S. 120" Max. WIDTH S o sJAIA — FROM JA (e! D/5 5 FROM JAMB E� ------ TO BOTTOM RAILn / ' Tomo OTTOM H 0 G C 5,6 WOOD SUBSTRATE D'/5,6 Q t. I- "VI' (SEE SCHEDULE, SHEET 7) 1 D/5.6 B'/4 t i -i S /4 C/5,6aam D'/5,6 8 T i WOOD SUBSTRATE (2)914x2"F.H. ~ A/ i A/4 ® A/ (2) 814x2'F.H. ss.S.M.S 1 FROM JAldB Q . f 'f S.S. S.lA.S. . B'/4 TO 80TTOLt -_----_- of xl. FROM JAMBnOE B/'� sanLAR R:Jl� H o -----' • TO BOTTOM RAIL L1 (2) #14x2'FH. � � (2)914x2'F.H. G • "tv" (SEE SCHEDULE SHEET 7)�"LV' (SEE SCHEDULE SHEET 7).{-ZV" (SEE SCHEDULE, SHEET 7) S.S.S.M.S. 120" Max. WIDTH D/5,6 FROG!JAM3�}E •,` FROM JAAB(b,F �IAliiiiii�N C/5,6 TO BOTTO!A -- ,-- -- TO BOTTOM RIUL 0D RAIL D G PL T/k r._ CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 v YI" (SEE SCHEDULE, SHEET 7) MULTIPLE UNITS: CASES II & III © �S�P'J,CENS' ��- D 5,6 ' C/5,6 / pa FLORIDA BUILDfNG CODE (Non Hign Velocity NMrricone Zona) D' s,s No.44167 CONCRETE OR CONCRETE BLOCK SUBSTRATE / '*' * ?* Oma'"MECO' "r- LSSA/ BERTHA H.V. BAHAMA SHUTTER L.C. DRAWN BY SINGLE UNITS: CASE I ELEVATIONS FOR INSTALLATIONS WITH �o,� ��,14,�� LIN E C 4 LMe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. °'a>E" 1 TICCIT TESTING k ENCINEERWa COYPANT 4258 WESTR0.4D5 M'` '•U� 1 qas a xa.tL n.stf rznw cumoa Rf w mw W:57 PAW SWH,FLORIDA 33407 EXTERIOR LOCKING ROD R FIXATION NALEN,1'' 'e<.aM-030oeaCm""" F°(80)432-7204 FAX (551)709-8380 17-109 •ri/IA�III ED-ODOO7t9 0 �u „A DRAWWG N. N.T.S. 'AAIBt A y Jr"P,E, A4 SNCET 3 OF 7 FLCR-0A Gc f(4187 f(A)OR @1 �.{(Carr.) NpC/5A,6A B CONT,) DD/5A,6A A OR Al �I TYP \ iC:1(CONT,) �C/5A,6A 0 B�(coNr.) D/5A,6A (2) 14xz"F.H. CCh4, •)o D'/5A, (z) d14z2' F.H. wNr.Tt?•) D'/SA,6A S.S. S.M.S. S.S. S.M.S. -r FROM JAMS�S FROM JAMB E ro TOP RAIL C 0 0 TO TOP RAL)C -\,,(2) (2) 1SM.S•F•H + (2) 814x2'F.H. FROM JAd9CE) SS.S.M.S. L TO TOP RAL(C f I ( FROM JAMB(E) I T I t TO TOP RAIL-OC 2 11/8" !din. _i 2 1/8" Min. 2 1/8' Min. I_ T T j 2 1/8" Min. !Z BLADE BLADE BLADE T T BLADE PENETRATION PENETRATION n PENETRATION PENETRATION t In E j a E = E i T ELO r to T L_ J w {2}f7141Q' 1 1. -� 2)014�• w L = P S / T FH.SS SRtS as I 7 v d J4A3 Elro I I T I FRU,1 JxYd TOv r (z)@laxz �^ E Ac7tRwt r ? aADE A ORFF?H�S SRD atr - 1 "t 0 1RO Litt FROM.14.9 L,ZTO F12CXA JAxS E TO v TO BRCLE JAx9 i / I -i TO SPACE Wa 13JrJEt�A to fey L i j i T t �a T Lam tE(#1T O_ a B/4A T L J N grJ6ut T , B/4A I RA/4A (z)g14xz - / I �A/4 et A/ 1/—(si#14-2-�o!a F S.S.SMS, �.- -- - o'r t - Java TO B/4 B/4ATo e/oTr!o. ~~-----i 'I" � _ BOTTOM RALO f B/4A � _y � 1L1LU I ,, H j �p (cortr.) I a I- 2)814x2'F.H I--'�4' SEE SCHEDULE SHEET 7)--1v' SEE SCHEDULE, SHEET 7)-J--W' (SEE SCHEDULE, SHEET 7 (2)814x2•F.H. ! ,s.SMs. G �. ( t2o" R1Gx. vnorH D/5A,6A S.S.SRfS.r� (E� FROM JAMB V • ,r--�__-_ : TC) B JAMS aLCD�r RTOA(.Q oR( �l 0 C/5A,6A WOOD SUBSTRATE D'/5A,6A (SEE SCHEDULE, SHEET 7) 0/5A,6A B'/4A - T T. C/5A.6A __l SIWLAR D'/5A,6A a + r---® T WOOD SUBSTRATE (2)814.2 i /4A A/4� A/ -t A/ (2)014 2"F.H. SS SM.S, '� -I • S.S. S.M.S. FROM JAMB® FRO!A JAtAB(E SWAAR B'/4A ! ; B/4A %�OM %t- �; H / al° :_-_ _-- , • To LI 7TOMJWB E) by (SEE SCHEDULE SHEET 7)-�-� D (CONT.) I ! (2) 81422'F.H._F •(�5 Bxs'F.H. I '7t" (SEE SCHEDULE, SHEET 7) V-"W" (SEE SCHEOULE. SHEET 7) v S.S.SJAS. _�_ S.S. ms. 120' Max. WIDTH FROMP116 El, '--� F= FROJAMS- TD eonoM '.ro sonOMYwLpO v C/5A,6A CONCRETE OR CONCRETE BLOCK SUBSTRATE %5A 6A UG E D H G RALYH ,I44EAlAaiui.. � .. -im" (SEE SCFEDULE, SHEET 7) ,gyp e���E� .r�ElMULTIPLE UNITS: CASES II & III jj; �� �C'Er�s' FLORIDA BUILDING CODE Hon Hi h'Veloct Hu r-cone Zone D'/5A,6A ° ' Nfp CONCRETE OR CONCRETE BLOCK SUBSTRATE #? •44167 ? mn 1�tErn, ASSA / BERTHA H.V. BAHAMA SHUTTER SLY°,BY SINGLE UNITS: CASE I ;.o 07/26/1, = 1 I�L�E C O INc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE ELEVATIONS FOR INSTALLATIONS WITH ;��E;• p�� ,,' xlT�ayN..,G&ENGINEERINGRICOMPANY WWP�J"�'MOIA334D7 \ , ETn]e1-�ltl.r..,(XSf,),_,y1, PTU(600)432-2204 FAX(DOr)209-6360 17-109 INTERIOR LOCKING ROD n FIXATION =_,/p�jALE ' �� �I�1eOOod`� r F3-0006719 ra+� ,� IIIIAWIN No ��I�•.,•,• WALTER A tuff Jr.P.r m�o-as f.[/.. ,n N.T.S. FLORIX lit f P. sxEEr 3A of 7 CONCRETE tiOLLOV!BLOCK_ REQUIRED 0 CORNER (Typ.) j 2'x 4"YlDOD� / STUDS REWIRED � j 0 CORNER(Typ.) \ 3'FOR TAPCONS / (2) 1/4'0 TAPCONS OR 3 7/2'FOR SOLID-S /2' Fn. ED- Min. 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