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HomeMy WebLinkAboutProduct Approval --- --- - -- - - - r r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map Unks Search a bpr 'E; Product Approval iii I �'�USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL8523-116 --- - - Application Type Revision REVIEWED Mk Code Version 2017 Application Status Approved CODE COMPLIA Comments Archived ❑ occy��.J/'/�1 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 y (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley a C-Ony Irodriguez@easternmetal.com _• .. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 11 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 12/31/2020 Validated By John Henry Kampmann Jr. 21 Validation Checklist-Hardcopy Received Certificate of Independence FL8523 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 0 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 FIL# 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 Ft 8523 R6 11 AMERICAN SHUTTEft SYSTEMS ASSOC. INC 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"0",Wind Zone 1,2 and 3,Max. Evaluation Reports width is 42"and Max.height Is 96"for+45,-55 p.s.f.ASD Ft 85 3 R6 AF AMFRIf AN SHIMER SYSTEMSAS54C design load,Max.width is 120"and Max.height is 70"for INC DRAWING 17-109 PRODUCT EVALUATION +45,-50 p.s.f, ItF.PORT,PDF Created by Independent Third Party:Yes !Tack Ncit �ontart to::)601 f iefr 5tnn.Rend,TAenhossee FI.37399 ptlonet 850-407-1824 The State of Florida is an AA/EE0 employ&.ggpyapj11,2007.2 13 State of FiorAn :t PrlvM Sletrmrnt:;43r1sihilty Sfalrmrnt. RrfylidSlatrmrnl under Florida law,email addresses arc public records.It you do not want your"mail address released in response 10 a pubfic•rccoroa request,do hot sena electronic mad to this entity.instead,contact the office by phone or we traditional mail.If you have any questions,please contact 050.487.1395.+Pursuant to Section 455.275(1), Florida Statutes,effective october 1,2012,tcensees licensed under Chapter 455,F.S.must provide the Department mut an email address if they have one.The.email$ provided may tie used for official communicaW.1 Wath the_lircensee.Vowever email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address wnich can be made avaitaete to rte public.To determine if you are a licensee under Chapter 455,FS..please click bore. ((Pr�oduct Approval : Accepts Lei Iff De;,iil v4f(I Safe GENERAL NOTES 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN 8.3) 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 1" 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 8.4) 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, 8.2 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.O., 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 SHUTTER'S 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 WIND 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 OCA ED 0 A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME ,UDD OR U 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 WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (a) 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. — 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER, INC. — 1/4"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 1/2". THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (c) THIS PRODUCT EVALUATION DOCUMENT WILL 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 PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR 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, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS — 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. — 1/4"00/4" ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. se) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE + "+PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. — 1/4"0x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. +' �A, rf� -:_ �,' Q• THIS DRAWING SHALL ONLY BE USED TO B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR/' a OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". 8.2) MINIMUM EMBEDMENT OF 1/4"00/4" ALL POINTS SOLID—SET ANCHORS INTO POURED 1} i /7/ ' 7 t FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) CONCRETE SHALL BE 7/8- * * (E)2017 TaTEco,Me./ �, ,p;• ASSA / Bru ERTHA H.V. BAHAMA SHUTTER DRAWN OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY By EMBEDDED. �) STATE OF NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED $R%'.� P.:•��`�� 07/28/17 �+ ORID �� I L E C O mc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO,.9 \��� a26a WEsrROADs Dcr TICCIT TESTING&ENGINEERING COMPANY WEST PAUL BEACH,F DRI°A 336°7 ttv.]La 0..5'a M1 ♦C,roGS.Rcry,SlfaO •,1' Rs,,ILfmn_,py:o.c N-1.1PH:(Boo)a4-2204 fA%:(561)208-8380 17-109 a-m r..7••' aaro . m ORAWIND No E EB-0-000067o06719 ��� WALTER A. ,2JT Jr.,P.E. nom' SHEET 1 Or 7 nMRIGA Lic.8 44767 .302" 033" .078" / .213" p �1 �i10 sem, 4 .281" I I� X'0 I c0 b', ^ 625" a Q I o 0 2 /• . 2.330" 00, m i s .030 o� 1.108" .080' .o°' ti� , O 6• of I '� I I i•.o.045" ( ) 1 R.125 - J �.( Q) i 1' �,9 I I . .0 o$ .39 s, ( ).41 .071 N47• 2.5571 R 4 " ^8711.7pO55" c0,1.625 1 III I �1II L)t—2.000" z.lzs" (t.02o) 2s7z"�8 j8 l I m OUVE 1 HIGH VISIBILITY OB 4" B.O. FEM LE MING 1---1 620" —� 324"820" BLADE LOUVER BLADE 6063- Alum. ALLOY 6063-T6 Alum. ALLOY C102 RAIL/MAdE HINGE O BOTTOM RAIL O -JAMB 00" oa 45'1 VIEW Y a, 1/4-0 1.250" 2.330' h y. HOLES-.L•�0;EO I o o tf 4.000" ` N O N O O 125" Ln v. 093" aal -q I n� (TYR) N 9/16"0 1/4"0=20x1" LONG t3 ,\ II HOLE 3/8"0-16WMin. TH LONG" R i Z ACETAL THUMBSCREW. 9/16"0�Q o o o Min. 9/16"0 /l HO LOCKING ROD AT EXTERIOR FIXATION HOLE Min.-j in HOLE o FO PRE–PUNCHED n O CHANNEL �? — i (2) 1/4"0 (3) 1/4"0 10" Min. CENTER MULLION HOLES HOLES 0 o 0 0 I E� o O { —1.997" N � I - 1/4"0-20x1" LONG ±30 VIEW X BLOCK WOOD �LS.S. THUMBSCREW OR 3/8"0-16x1" LONG VIEWS Z ACETAL THUMBSCREW. In ,3 065" N OH LOCKING ROD AT INTERIOR FIXATION >>S e0499p� N 50 ^� m m oF.�R O . 01-875" S RATED TUBEo 1" SERRATED TUBE {—_940" 1.750" NO QQ�gj FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) INSI ARM e c 2017 TILTECO.WCM BY. OUTSIDE ARM * O ASSA / BERTHA H.V. BAHAMA SHUTTER CS KO CAMEL BACK HINGEL C NENTS �`"wo9oif; 17 AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07 DATE "( \' TIWT TESTING&ENGINEERING COMPANY 4268 WESTROADS DRIVE elAs w%.x01.a 0.—V 4Aau4 nbEY ST.aa W5T PAW BEACH,FLORIDA 33407 SCALE: 3/4" _ O(� `„• �-.Lxe)ari-.vo•m L>alm-mm PH:(800)432-2204 FAX:(561)209-8380 17-109 moa:eatAe0000Leom DRAM"O No ..rl"' EB-0006719 WALTER A.TRL1T in,P.E FLORIDA Lica/44167 SHEET 2 OF 7 AOR At C (CONT] C 5,6 B (caNr.) D 5,6 C (CONT.) A OR Al / Q ® / ®C/5,6 B (corer.) D/5,6 ( ) D' 5,6 2) #14x2" F.H. (2) #14x2" F.H. �\ / ( ° ° I D'/5,6 S.S. S.M.S., ° S.S. S.M.S. FROM JAMB(E�_ i \ FROM JAMBE °° -F TO TOP RAIL C - TO TOP RAIL( - aJ F (2) #14x2"F.H. T (2) #14x2" F.H. S.S.S.Ms. 1 + S.S. S.M.S. 1 I FROM JA B E L L FROM JAMB E I TO TOP RAIL C -�- TO TOP RAID@ J( r r 7 I r r t I+ -i 1- + I 2 1/8" fAin' 2 1/8" Min. 2 1/8" Min. L 1yy T J 2 1/8" Min. BLADE BLADE BLADE T PENETRATION -",7 PENETRATION n PENETRATION + + BLADE !- -I F 1 PENETRATION E i E _ E Ir T T E r En r T t o r i L r t i + J i- -a w (2) #14x2" J. 1 2) #14x2" J F.H, S.S. S. 5. + 4E T .H. S.S. S.M.S. w v FROM JAMB E TO T I FROM JAMB 70 v (2) #14x2' r 2) £114x2" Lu BLADEC"O Fr- T t 1 BLADE�OR F.H. S.S. SMS _ N• 5.5. S.M��n.S. ® MID HEIG j_ -1 ® MID HEIGt j FROM JAMB E TO F- J .BSE�A�B�El TO TO BRACE JAMB L y I J_ TO BRACE JAMB B®IAMIIED T j - j ®MID HEIG' I T t I 0. TO BRACE JAMB 7 TO BRACE JAMB Z * y 1 � B/4 L ] 0I'0. B�LAR F y /"n .NT T � 1 T t � r ,11 (2)®1®'F.H. h A/ -t A/4 A/ s.s.sx �F.H. S.S.S.MS. - B 4 FROMJAMB Q -_ FROM JAMB ofSI� J B/4 TOBOTTOM TO BOTTOM R41L(D) ® RaLQoHJ H G (2) #14x2"F.H. - S.S.sues-F.H. G 1 "W" (SEE SCHEDULE SHEET 7) "W" (SEE SCHEDULE, SHEET 7)---W- (SEE SCHEDULE, SHEET 7) S.S. S.M.S. FROM 5KAi 120" Max. WIDTH FROM JAMB QE -__--___- —0000-- TO BOTTOMLCUi D/5,6. RTO,AL@ OM \H D �, • G C/5,6 / 'WOOD SUBSTRATE D' 5,6 G •4 —'W (SEE SCHEDULE. SHEET 7) // 6'/ } i i J B'/4 C/5'6 D' 5 6 4 �® T SIMILAR WOOD SUBSTRATE (2)#1®"F.H. F + } Ss.S.M.S. A/ -L A/4 A/ A/ -Ir(2) #14x2'F.H. FROM JAMB(JE • °, S.S. S.M.S. TO BOTTOLI -I FROM JAMB GE B'/4 r —j B'/4 RA 1@ r TO BOTTOM RAL@ ® JD (CONT.) H G (2) #14x2"F.H. --4r(2)#14x2"F.H. (�` • 'SV" (SEE SCHE ULE SHEET 7)--1--"W" (SEE SCHEDULE, SHEEP 7) "W" (SEE SCHEDULE, SHEET 7) ° S.S. S:M.S.—� �FROM MS. 7)- FROM JAMBQ• • AIAB QE 120" Max. Y/IDTH TO BOM --0000-- --- - TOM RAIL@ ,,,,,,,;,, D/5,6 RAIL C/5,6 CONCRETE OR CONCRETE BLOCK SUBSTRATE ' G 4 "W" (SEE SCHEDULE, SHEET 7) ;�P;:��GEN �,r MULTIPLE UNITS: CASES II & III C/5,6 D/5,6 FLORIDA BUILDING 'CODE (Non High Veracity Hurricane Zone) D'/s s No.44167 CONCRETE OR CONCRETE BLOCK SUBSTRATE : *e * *; @2017 TILTECO,INC. ASSA BERTHA H.V. BAHAMA SHUTTERDRA' 1 BY SINGLE UNITS: CASE I 90 _ AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07 DATE ELEVATIONS FOR INSTALLATIONS WITH '` .•. �G�� ,��' ul�µl TESTING ENGINEERING PH: (WE� ALH�BEACFFL(4268 WESTROMS 5733407 0807]80 17-109 EXTERIOR LOCKING ROD n FIXATION ° 1� man:weaeooaa.e°m !' EB-0006719 eot�c,w, arz euc,rna DRAWING N. N.T.S. WALTER A.TnJJT Jr.,P.E. at°,o-a°x FLORIDA Uc.0 441 �,F967 SNEET J Of 7 A OR Al �C)(cONT•) �C/5A,6A CONT•) �D/5A,6A �L J(C°NT•) �C/5A,6A ' C OR A7 ®D/5A,6A �\ B (coNr.) COM.TYP.) CONT.TYP.) (2) #14x2"F.H. ° ° D'/5A,6A (2) #14x2"F.H. ° D'/5A,6A S.S. S.M.S. S.S. S.M.S. ° FROM JAMB \ FROM JAMB E •" TO TOP RAIL© - \ TO TOP RAIL C - F (2) #14x2"F.H. T S.S. S.M.S. #14x2'F.H. SS FROM JAMBE r 1 5.5. S.M.S. I I - FROM JAMBE I I I TO TOP RAIL:-OC T f TO TOP RAIL r r r 2 1/8" Min. J 2 1/8" Min. 2 1/8° Min. L 1 1 n ll i T .2 1/8 Min. BLADE BLADE BLADE T T• BLADE PENETRATION r - PENETRATION PENETRATION PENETRATION b � � W � E I _� E = E --L- I1 T E I I I r r 7- -� o r I 4T + i -I I�- - o (2)#14x2" i i 2)#14x2" In L J = FH S.S.SAS I T F.H.S.S.S.M.S. w v FROM JN/8 E TO T T I FROM JA48Q70 v (2)#laxz' r (�#taxz N BAceQA OR t• FH S.S.SMS F.S.S.S.M.S. W ®MD HOW L + 1 ADE- ®L9D FE7(;I-If � FROM JM9 EQT° L_ FROM JA ORETE TO v TO P!',CE.IAMB !_ t I , TO BRACE JAMB - ®o )O L J ®+no FEICHr I T J TO BRACE JAMB y TO BWCE JA'aZCr 7 1 j- __j N A L T4�1/-, --- T B/4A r r 1 ? ® t ; (21 #taxi F.H. r (2)#14x2• ti t A/ —A/4A A/ A/ 1 S.§:S.N.S.FROM I- '1 S.S.S.M.S. B/4A L J B/qAMILAR rFo BMoJAMiIQ '-- - = -- elo =_ ___-_ JAMBQ ro0 1 �� • BOTroM RAIL D ® r RAIL H r/ i I)I(CONT.) (2)#14x2"F Ir- (-(2)#14x2"F.H. (� ° "W" (SEE SCHEDULE SHEET 7)-�}�"W" (SEE SCHEDULE. SHEET 7) "W" (SEE SCHEDULE, SHEET 7) S.S. S.M.S. - __ __ _ _ __ S.S.SACS' 120" Max. WIDTH FROM JAMB 7 •-- -�-- ---- ---- • FROM JAMB(E) To BOTroM L TO BOTTOM RAIL C/5A,6A D/5A,6A RAIL00 H WOOD SUBSTRATE D'/5A,6A lJ r G �"W" (SEE SCHEDULE, SHEET 7) , C/5A,6A D/5A,6A B'/4A T ; B'/4A SIMILAR D'/5A,6A WOOD SUBSTRATE (2)#14x2- H. A/ rA/4 —A/ T A/ -4 (2)#14x2"F.H. SS.S.M.S. F S, JAMB Q ---�---�SIMILAR ITO S.S. S.M.S. B'/4A -1 B'/4A %e�oMOBOTTOM RAIL QD - ® 7 ® H D (CONT.) G (2) #14x2"F.H. G 'V!" (SEE SCHEDULE SHEET 7) �.FROM )#14.2-F.H. I CHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7) 1 S.S.S.M.S. °f_ S.SATS.FROM JAMB -=-==r==== ==_�_== .M 120" Max. WIDTH To BOTTOM BOTTOM RAILQ C/5A,6A �D/5A,6A RAIL�Oj `H H G ,IrJ/e/A//iiei4.. CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A G "w" (SEE SCHEDULE, SHEET 7) ,�II1FP����•A...t1QP MULTIPLE UNITS: CASES II & III °` �' CEN' ✓ - C/5A,6A D/5A,6A °` sir''. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) D'/5A,6A No,44167 ? ©2nn nLrEm,INC. ASSA BERTHA H.V. BAHAMA SHUTTER CONCRETE OR CONCRETE BLOCK SUBSTRATE / LIN - DRAwN BY SINGLE UNITS: CASE I -o i o„28,,, ` ?� ° I L E C O tNe. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE ADS DRIVE ELEVATIONS FOR INSTALLATIONS WITH '_�.��;., ��v� ,, �LuT TESTING�B ENGINEERING COMPANY PN (S)uAW BBEAAC4268 N•04 �M(5�3407 n-los INTERIOR LOCKING ROD n FIXATION / p�� °- .71:tam-QW-” d< 1 .J• E9-4006719 �� .n.N w°mn, DRAWING Na 'I N.T.S. iii"��•••' 1YAlTER 0. r Jr,P. FLORIDA Lie.Q..44187 SHEET JA aF 7 CONCRETE HOLLOW!BLOCK— REQUIRED LOCK REQUIRED 0 CORNER (Typ.) / • - � 2"x E WOOD \ / STUDS REQUIRED----'- 0 EQUIRED�� j ®CORNER (Typ.) \ \ / 3"FOR TAPCONS / _-- (2) 1/4-0 TAPCONS OR 3 1/2'FOR SOLID-S /2'\�(Jin. E.D. ' (2) 1/4'0x3/4'ALL POINTS Min. E.D. // ♦ \ SOLID-SET OR j ly OR ® '• (2) 1/4"0 PANEL MATE INSERT I / W/ INTERIOR WEB W/ INTERIOR WEB ��•�' tl NOTCHED AT (4) 3/16"0 (�E Trp,) NOTCHED AT -- BOTTOM RAIL QD ALUMINUM C BOTTOM RAIL ---------- 5/1 — 5/16"x2"SLOT u BACK O& fR0 f u 5/16"x2'SLOT cg: I sJ••:''•�",'.'<• f l__ -_ ' ------1 \(3) 1/4"0xT1 7/16"APCONS OPANELMATE G ----- - - _----- --------- ----' ----- ----- —_ - - - T((NN S.TO WOOD ------ -- -- - -------- -- - (2) 14x2" F.H: S.S. S.M.S. _-- - _— —_— ---------- ---=--_ -----J (2. 14x2" F.H. S.S. S.M.S. FROM JAMB(�TO BOTTOM RAIL @ E FROM JAMB TO BOTTOM RFJL DQ + (2) {A 13 LAD 2 1/4•SLOT QW/WEB � \ D eLADEIPENEM41ION"I + (2) #14x2" F.H. S.S. S.M.S. FROM JAMB " F.H.F. BLADE S.M.S.. OR 1(�1 wr., NOTCHED AT , FROM JAMB(E�TO BLADE(D OR& 61 MID HEIGHT TO BRACE JAMB .--•4'THUMBSCREW LOCATION BOTTOM RAILQD SECTION A—A CONT. 4 TMUBBsc�W LounoN - ® MID HEIGH TO BRACE JAMB SECTION B'—B' PSN SECTION B—B Q v!/ INTERIOR WEB (2) 14x2' F.H. SCALE:3/8'- t" A at ® (2) 14x2" F.H. S.S. S.M.S. (F)W/WEB S.S. S.M.S. r{�W/INTERIOR WEB 2-x 4'WOOD CONCRETE HOLLOW BLOCK NOTCHED ATS (GLADE 1W.) REQUIRED ®CORNER (Typ.)7 BOTTOM RAIL QD FROM JAMB QE NOTCHED AT FROM JAMB�EJ NOTCHED AT STUDS REQUIRED TO BOTTOM RAIL© BOTTOM RAIL QD F TO.BOTTOM RAIL QD BOTTOM.RAIL QD ®CORNER (Typ.) 1 1 �� I z 1/B•u�tL 1 I 2 1/e•TI .- •. `'-1 -1 f'•6uoE vEnEmanox I/ (� \ BLADE PwnRnnon G _ --� .. i ----- ' -- -- ------I1 L----- _- ----------- _--------- - - --------- --- --__--___-___-___--_ _-___-=- -----_- ------- 2== -_______ ------------- --- -------- - - _ ----- ------ --- u'4-a3�Lu2a>i3. ---___—_ ---_— — — '______ __ _ _ ______----__—___-- _____---_- ��iN NiLi E — ... G I — � \ 1625".625')�•••• - ____ __________ _—_ _ as Knee:vo -y ---- T- Stan • " L3.4.ttuiLLW+�l1G__ ________ _____—__ _ L. _' v__-____ss __dJYYJL/Yf.GLd: . • 1/4'0-20 S.S." :'5/166x2 .. - :. .,•.•' - 5/16"x2 x1"LONG- SLOT. H.. -• ALUMINUM' ,. -D H 1/4"0-20 S.Sr .SLOT •_N THUMBSCREW.',.•; • .,�.•:'. t .,: ,t -xi" LONG Q . - POP RIVETS. ."•.-..CONE •THUMBSCREW.-•�+. . rxuumcRav - ...BACK & FROM•. .. 2•/4•'sLor... LOCAnOH .. •'.'- L .. - ., .. • LOUTICN . cp '.—(2) i/4'O TAPCONS OR - '(3y 1/4.0 TAPCONS"0R -'n -(2) 1/4'0x3/4"ALL POINTS ! -" ', ';,(3) 1'/4"O x 1 7/16" 1 .•.. .-....•...: S - - - - OLID SET OR T{I/ /uii�' _ ; '(2) 1/4"0 ANEI,.MATE INSERT,1111.0 ,q. '�•.�`1: e•f'' •--_..._..—.—. ..._._— ....._ ,p � �� P.l1F1ELIAATE INSERTS TO WOOD. 1,11 ::'�CENg`�•,,•v9 ELEVATION Al FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) 1 NQ•�¢ ©2017 7RTECo.NC. >E 16T SCALE:3/8•= r ASSA / BERTHA H.V. BAHAMA SHUTTER 0L.C.RAWN BY ' 07/28/17 ' I L E G O INa. AMERICAN SHUTTER SYSTEMSASSOC., INC: DATE Oil D ,/ •(. ,1 71LLR TESTING&ENGINEERING COMPANY 4268 WlESTROADS O('VEWAST PALM BFACN FLORIDA J3107 PS•• '.,/Ip `I � 11 awe na aan a.sy Jm vx.-ti•4 eMOD2 nPru mtw 1 w.m t(1>,)m-tm.ra t pes7mt-tvt PH:(BOD)432-2204 FAIL(561)209-B38D 17-109 _ ,{,N/� ,j11111 a-mad:L ES!1= �� �rt DRAWING Ne A -0006719 •�/��cr.• WALTER A nun Jr.,P.E. ao te-ow /:e/1, txv. FLORDA Lic.a 44187 f 2 1 SHEET 4 OF 7 j CONCRETE HOLLOW BLOCKj REQUIRED 9 CORNER (Typ.)—\\ / _ \2-/In. 2'x 4'YlOOD STUDS REQUIRED rx ®CORNER (Typ.)3" FOR TAPCONS (2) 1/4- TAPCONS OR 3 1/2"FOR SOLID-S E.D. (2) 1/4'0x3/4"ALL POINTS Min. E.D. j SOLID-SET OR (2) 1/4'0 PANEL MATE INSERT i _ j A OR '@ W/INTERIOR WEB Owl INTERIOR WEB - NOTCHED AT (4) 3/16- (BLADE EYP.) r•!•s: \ BOTTOM RAIL ALUMINUM NOTCHED AT - OD c BOTTOM RAIL OD POP RNETS f - 5 16"x2" BACK & FRON H 5/16'x2' / � � SLOTS• .;:;:,;"i:.d+` -` ��''a: -----SLOT � � t."� .. . .. -- ----- 1-- -- --� -- ELMATE INSERTS TO WOOD -- ------------ -- ---- -- --------- ---------- ---- ------- ------- --- Ul 3 1/4"0 1 7/16" -- — ____—_____ -__—______ �_______ ____ _ --__ ----f , (2) #14x2" F.H. S.S. S.M.S. I FROM JAMB Q TO BOT70M RAIL QD L----- ------ ------ --- x2" F.H. S.S. S.M.S. _---- -------- _ WOOD NECER ViOCD HEADER REOURED REQUIRED NDED HEADER R 'RED EQU. E/4-0 TAFC014S 1 /4-0 TAIRCONS SEE SCHEDULE SHEET 7) (ISM SCHEDULE SEEM 7) 1/4a TAPOONS (SEE SCHEDULE SHEET 7) 13 c- 8 --O Cont C 114.2*F.H. (4)3116-3 014.2-F+1. ALUMV1.1 I I�1. S.S.S.M.S. S*s S-M W POP FWETS FROM ima(E) BACK&FRONT To TOP TO TOP RAIL?jc ENTEREOR WEB E!INTERIOR WEB ITCHED11 c 14OTCHED bT TOP EWL C Ic'REArLeg - EPARAIIONI -,`S GLASS OR r-(SEE SCHEDULE crep-) SHEET 7) i C.� (TY'tr.) i y� 1 '\ -`V..,�'\ E ' ) ��^ � EXISTING GLASS--J II -b (2) 14x2'IF H S S S.Id it 0 I'OR 2 #1 MID HEIGHT TO BRACE JAMB LE 4.2* FRO JAMS i6 IKAEE"A F)j.S.S.S.M.S. JAMB SLADE An OR ORO k 0 PAID HEIGHT TO BRACE-JAMB (TYP-) ---Ocoot t 5OR(Z) ' fj : OR T MAX.CAP s1a64TEFUCR WES (2)3/16-0 Alo,,. POP"'E"' (ONLY FOR MULTIPLE UNTS)I ... / ' 1/4-0-20 BOLT /NUT ILTYP-) F-1 1/4 -20 8CLT W/Alff LVEROR WEB BOTTOM Ii @ G ` � BOTTOM NOTCH MAT G PLATE j 0 EACH J�B RIEWDt`1 I ALUI,,mm LOCATION /I 1 '" I r•. (4)3/16-0 POP RIVETS BACK FRCM 1- D C-t. THUMB SCREW F.H. o"'TON p. 20 THUGS SCREW Lj (2)#14.2'F.H. Cont.@11 1 S.S.S.M.S. D �D /4"EE-23 FROM JAMB E) L Cont BOLT VI/WNGNUI` TO BOTTOM RNL@ /4'0-2o SOLT W1 WNGtIUT (2)#14.2-F.H. -CO'S GET(3)1/4-ft 1 7/16 FROMS121i OE \-4..11E T&P 1/4"o TAPCO,4S OR(3)1/4*c,I 7/je TO BOTTOM RAIL O Is TO STUD(MEDWEDTH OF /I -2) Wool STUD-7 v Z.Mitt.NOMINAL) N:ELGATE INSERTS TO STUD(MIOV,07H Of 24'0.C.MAX, "WO STUD CL/ WOOD S"O 0 SEEM.V MEN.IIOWKAQ REQUIRED 24-')'C*tM' 24'0. SECTION Q Q REQUIRED SECTION 0 Q REQUIRES' (VIALL MOUNT) (VIALL MOUNT) ALTERNATE SECTION D'—D' HURRICANE POSITION .141 V-'Ok (WALL MOUNT) NON HURRICANE POSITION • NON HURRICANE POSITION SCALE.3/6- SCALE.3/8'- I' SCALE:3/8" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) (1-441 CONNECTION TO WOOD W/ EXTMOR 02017 TtLTECO.INC. .SSA / BERTHA H.V. BAHAMA SHUTTER LC. DRAWN BY LOCKING ROD a) FIXATION 7.013 07/28/17 11LIEC 0 N. AMERICAN.SHUTTER SYSTEMS ASSOC.. INC. DATE TILLIT TESTING&ENGINEERING COMPANY 'EST 4268 WESTROADS DRINEE ...... PH:(SOO)PALM BEACH.FLORIDA 33407 432-2204 Fk�-(561)209-8380 17-109 E—N-pi Go -Z�ONEI4 L —.I:tilt... ...... EB-00067,9 DRAWING No 'ALTER -1.1i T—ILMT V WOOD WADER WOOD HEADER REQUIRED REQUIRES REQUIRED WOOD HEADER J— SEE SCHEDULE SHEET 7) 1/4-0 TAPCONS (SEE SCHEDULE SKEET 7) % (TleO TAPCONS (SEE SCHEDULE SIM 7) B C." V C C C lit E (4)3/160 4 F.H. #14.2'F.H. ALUMINUM S.S.SI&S. POP RVETS FROM JAMB Q S's S U BACK&FRONT TO TOP RAIL:@ To �OF III`/ WES E INTERIM no 6 ST: .TV 4. )P RUL EDg OR If..SEPARATION OR TO=E— (TYP-) SH E 17. SEE In 7) 'G)OR CLAS S (TTP.) (2)814x2'FK SS S 17: FROM jAwBOTO BLADE OR Oil.) 0 MID HEIGHT TO BRACE JAMS SK�&'!.14,2"FH.SS.S,11tOR'p JAMB(E OR @ 0 MID HEIGHT TO MB (TYP-) OR E_ I ONA Y Y .1 E Um) OR SOLT rIE)INTEROR WES (2) _F C..L 1/4--20 ff/Nur IC POP FJVETS (ONLY FOR UMT44E UNITIO BOTTOM RAL(g) 1/4-0-20 SOLT W/NUr- E' OR WEB TO ED AT CO) STCH • a PAL I G BOTTOM RML@ .2.1 UA—Y-W- 0 EACH JAMB 4N ;(411 j LOCATION j 0 EACH JAM • If FROM 1ATI FIR r-I L IR Q le-20 THUMB ScR'w0-20 ruwa I T— cont.O"t. (2)jt4x2'F.H.11 D L FROM Cont. cu\ ent- 2'.4' 0-20 SOLT Y//WNQUUT TO BOTTOM L@ \-1/4'—20 BOLT W/WUCNUT (2)#?4x2'F.H.FH WOOD v PLATE /4'e TAPCONS OR(3)1/4-ft 1 7/16- �j 1/4"0 TAIPCONS OR(3)1/4'ox 1 7/16 To BOTTOM RAILOD REO-D ELMATE INSERTS TO=0("DWIDTH or ELM VZERTS TO STUD(Mvmm or tt III/ l' 1 ' -`, { '3'). A. EMU NOMINAL • W000 SND O STUD,2"MIN.NOMINAL) WOOD STU L STUD,2 24'0.C. REAUIREO SECTION D D REQUIRED ALTERNATE SECTION D'—D' I Irl (WALL MOUNT) (WALL MOUNT) 7' If I;,y NON CAHURRICAN % !js�E POSITION ...... V,-%. NON HURRICANE POSITION SLE:318" 1" %.T % SCALE- FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) WOOD SND D 0 02017 TILTECO.INC. 24'0.G� 44167 - t REQUIRED 0. ASSA BERTHA H.V. 134WA SHUTTER L.C. SECTION C C RAWN By (VIALL MOUNT) 07/28/17 AMERICAN SHUTTER SYSTEMS ASSOC, INC. DATE CONNECTION TO WOOD W/ ALTERNATE INTERIOR DRIVE HURRICANE POSITION -0.N TILLIT TESTING&ENGINEERING COMPANY WEST 4268 WES SCALE--3/8-- I- LOCKING ROU CH) FIXATION PH:(6003PALM SEA=".FLORIDA 33407 432-2204 FAX:(561)209-8380 17-109 maL EB-OGOD`7'1 9 DRAWING N. WALTER A.TAUT Jn,P.F FLCRDA Li-I 1 1 4 1 SHEET sA OF 7 CONCRETE Oipo( ��/GSI// ' �. NFipER REOuwED ,%/ � . i' I/4•0 TAFC014S 1,i•.TAPCONS 1/4.OSTC m E (SEE SCHEDULE ON s R:ED 7 (ml's 7) B ConL ON SHEET 7) - B cont ) 0 i Fe— A� C � C $14x2•F.N. $,4x2•F.H. (4)3/16'0 .� 014 S.M.S. 5.5. POPMAU FRONT ! TTTOM J. TOTOP RAIL(p) TO TOP RAO,C I "'. INTERIOR NEB \ E 9 I3 y Ii \ 'SO ` , RIFAORW ES TONE10C.LP RAL ID \'•-,,,y /�^�, \*�1 LF't[Ae-IE OR ^\ A OR V.LN CONCRETE OR A CR v fl sEOAR,tnO:i /'� CaRCREtE$LRED"'`� . (Typ.) COWS EREO�NRED \� /, \ ow.) TO LL155 ISS WALL RECLiRED `\ ' � �•+-�•1 (SEE SON `a A SHEET I R (� CLASS $14x2•EXISTING � FN.S.S.StLt�J ,\�xnFROM JAMB(�TO BLADE{ OR SILS. •� t A IAp HEIGHT 70 BRACE JA1AB \\°l FROM,lAld80HtET)TO BtAOE Cj+�OR •\ \��r--.� y�o\ p MN HE TO BRACE 101, I OR i (lrn.) s i 22.1. cont `^ OR A I ') ` OR O ' t sA01E w 1vl (2)3 POPaRNETB., Con4 /•�E.150'MA1f.CAPv r/4'0-29 BOLT W/NUT ' 1+OTCHED AT MOL'FPLE IfURV 90TTON PAIL© flf'a-zD BOLT WIMJT \\\ ({f}WSERIOR WE$ i • mCRED AT eonou RAIL(Jo \ K COCONCRETE roCRE7E BICC% {yLilbaltAtN° J LOCAEACH $ N^•,i ` - �o EACH JAVB�. REOUNEO LOCATION PDP OAC.@ FROM �1 (}� /4•a-20 TK SCREW(2 14x2`F.N. Cont f i , tt/a•e_za TNiade su+Ew D FROM 1 O I Cant 'o FROM BOTTOM CE. (2)$10x2`F.H.. D I \ TO BOTTOM L D = 1 4'o-20 eQLT rv/WWGNUT CcnL '`1/4•0-20 BOLI Y7/NWGG / FRO S.M.S. (2)1/4.0 TAFLONS OR FROM BOTTOM c£� ' (2)1/4.0x3/a`ALL POINT 9 UO-Std'OR (2)1/4'a TAPCOaS OR ro Bo7TOM RAILQo {?)1/4•o4T 7/r0•POINT a RISERTs (2>11.4`oa314•ALL PpIM SOLID-SET 00. J / (2)tlibn 71115'PANELUA7E INSER75 SECTION C — C SECTION D — D tl(tttt)'�"A"Tf�r, ALTERNATE SEC[ON D'—Da WALL NON HURRCANE POSITION HURRRIICC'3j POSITION NON S (WALL MOUNT) CALEL318U-ISTIION `,'�T1i Q�; Ej jT(/,Q�_No.44167 FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) Q 2017 nL7EfA,ITC. LO OSSA / BERTHA H.V. BANANA.SFIt11TER DRAWN By CONNECTION TO CONCRETE OR C NCRETE BLOCK _ { DATE" 9 g 9! L TIL E C O t N¢. AMERICAN SHUTTER SYSTEMS ASSOCq INC.IN(i. PATE •' j' ,. �•aVT,1jL TILUT TESTING&ENGINEERING COMPANT N,E•T 268 BGROADS DRIVE DIM 35407 W/ EXTERIOR LOCKING ROD tR) FIXATION S ,G:r � ,, WaaN..aema 5v.am,Aa4 iAa9 nmraaf,aa »—)os (ns7a�r-Fa�.rm slue}asit-rat+ .PH:{$00}432-2204 FA.:(501)209-8380 ttaY 744 i• a-+na0:UlteePOooi.um DRAWING No ..... ED-0008719 �r vrz T¢v,w ovcrnn TlAL,ER A TRt.R Jr.,P.E aD'3-4aa pa/1. a SHEET S OF 7 FtOfODA tie. 4478T jCRETECONCRETEBL OR j j cot 1CREIE BLOCK—�j / HEADER REOMREO 1/4.0 TAPCONS 1/4.0 TAPCON'S / 1/4.0 TAPCONS (SEE SCHEDULE, j (SEE SCHEDULE. / (SEE SCHEDULE, /� SHEEP 7) 6 Cwt SHEET 7) / 6 Cord. SHEET 7) ` r-(l41 Coot c 3 � c 5 %/U 414x2• / 5 5 5 ALtnnnvu B.S.2'F.H.F. s.s.2-F.H.F. / BPOP RIVETS A(]( FRONT FROM O OP uaff) FROM JAMBE) ( v VON TO TOP RAIL I D 7 D R WE F�Vr/WEB NDCHEINTERIOR I �. CHED ^^.� •,TOP RAJLTOP RAM1.l,CJ TOP RA0.� ClNQRETE OR •/ -i \t` OR CONCRETE OR \ \, .--1 A 1 OR SEPARATfON CO.NCAETE BLOCK•� '\ CONCflETE BLOCK �;�I, i ® WAIL RE«ITtED (—(SEE SCHEDULE. Q. A ) WALL RFAUTAED I TD CLASS i. (TYP-) SHEET 7 OR I �� '\ ±i'� CLASS-1 f . C �Y , (2)e,4>,z•FH.S.S.s.M.� / 4_ FROM JAMB<rEJ TO BLADE(A)OR 16J' . f n O MIO HEIGHT TO BRACE JAMB r FR(2)OM�ISft'FHS.S.S.M.JAMB JTO BLADE r0OR�U I I OR / �\ R-\ � HEIGHT TO BRACE JAMB I ) OR A I �i (cxLY FOR SN7�U'IG) j �) � +\• `'. OR A ( 'o, / T ,, /-FF�pREA1Oq NEB 2 3 16b Nurt 1 I I F / 1/4•o-2D BOLT W/Nvr mcN4-D Ar / () voa gIYEfS (GYLY TOR IdIATT'lE LROR) .7 BOROM ANLL 1/4.0-20 EOLT W/NUT-� E I11fFf00AT fl WEB rr�}%CXED AT \ BOTTOM RAL DO BOTTOM RAID / G VMS 1(4)3/16'0B FA 04-8 \ A'MAX ( .2GAP rF111MIKU•d J LOCATKRI \ ) QC.EACH ( /FOP RiYE15 ' \ PACK At FRONT iMTt9 SCREW I • ./4'0-20 IYAAlO SCREW 2 14x2•F.N. Cont L-1/4"0-20 /j//Gj� �\ OI ss.s.Ms. ^ i O1 I v D l FROM JAMBE Cml. 1 / Ccnt I 1/4'0-20 SOLT N/WINGNUr To BOTTOM Lv �1/4'0-20 BOLT W/WINGtM (2)#14x2'F.H. CONCRETE OR i / ^ `I /� I S.S.S.M.S. CONCRETE BLOCK—' (2)1/4'0 TAPCONS OR II FROM JAMB(1) REQUIRED / (2)1/4'ea7/e'ALL PONT SCLID-SET OR 2)1/4'0 TAPCONS OR TO BOTTOM PALO D. (2)1/41 7/16'PM91MATE INSERTS ' (2)1 4'0 I/7/I� PNINT SC INSERTS 0 j SECTION D — D """"""'� ALTERNATE SECTION D'—D' (1YALL MOUNT) .,-''�EF'I A t/(''--_ j NON HURRICANE POSRION LTH ..•"'•'••'••. (WALL MOUNT) y � NON HURRICANE POSITION SECTION C — C / SCALE:3/8'- 1' ;'In z (1YALL MOUNT) NO.44�sr FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) HURRICANE POSITION * pzon TaTEcO,we SCALE:3/8. ASSA BERTHA H.V. BAHAMA SHUTTER 1' '* L.C. DIWAal BY CONNECTION TO CONCRETE OR CONCRETE BLOCK �' 07/28/17 A I L E C O i N c. AMERICAN SHUTTER SYSTEMS ASSOC.A INC. DATE W/ INTERIOR LOCKING ROD (F) FIXATION <" j� ` `� `� TILUT TESTING h ENGINEERING COMPANY 4289 W DADS Dq� 11fAL G`"� ,1 N..Au WEsr PALM BEACH,FLORIDA 33407 Rraa:(AEMN-tsn.ro:(,•vlen-I!n PH:(EOD432-2204 FAX:(561)209-MEO 17-109 0-mail:Ntec000o1.e0tn DRAWING NO EB-OOD6719 Imt•e urz WALTER A TILLn Jr.,P.E aP tYVd /:n/1. FLORiOA Oe./44187 SHEET 6A OF 7 SCHEDULE#1 MAXIMUM SHUTTER SPAN"L"(in),MAXIMUM SHUTTER WIDTH"W"(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE,CONCRETE BLOCK OR WOOD SUBSTRATES SINGLE UNITS ELEVATION MULTIPLE UNITS E-LEVATIONS B CASE I : WALL MOUNTB CASE _II :WALL MOUNT B CASE III WALL MOUNT BAHAMA J SHUTTER ELEVATIONS w-Tw�DOUBLE UNITS-4 �--TRIPLE UNITS SINGLE UNITS MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPE REQUIRED TO GLASS (IN) (P.S.f.) +45.0 , -55.0 42" 96" N/A 4 5/8" II & III +45.0 , -50.0 40" 70" OF 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES(B� FOR SINGLE(CASE 1)&MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE e CASE DESIGN PRESSURE POURED CONCRETE ` * : NO,44157 `? RATING WOOD OR (P.S.f.) SOUTHERN PINE No.2 CONCRETE BLOCK 0; 1 +45.0 -55.0 12 7 1/2" NAL Er� ��ss ���' II & III +45.0 -50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) Q2017 TILTECO,INC. ASSA / BERTHA H.V. BAHAMA SHUTTER LG DRAWN BY 87 IL ECO�Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 07 DATE TJLLIT TESTING&ENGINEERING COMPANY MST4250 WESTROADS DRIVE PALM FLODA 33407 PH:(800)432-2204 BEACNit X'(951)209-0]00 17-109 a-mal OlkwOad.c"m DRAWING N. WALTER A Er JG.P.E o�D 1'�-n'A a)�e/1 ¢ SHEET 7 OF 7 FLORIEB-006719 DA Ue.8 41167