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HomeMy WebLinkAboutProduct Approval Shutters0 SCIS Home LQg In User Registration Hot Toples / Submit Surcharge ffitats & Facts 1 i L product Appooval USER: Public User j• _ Jjmn�m > �9BP o �' � J eaelon c FL * > Ans ° ' Awplte�tton aa4all Application type Code Version 923_R9 Application Status cuhange 4PPgrOvedC) Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/phone/Email Quality Assurance Representative Address/Phone/Emall '= yam' F Publieations � ContaCt Us acts Site M® — links .' Sea, American Shutter Systems Association, Inc. 4260 Westroads Drive West Palm Beach, FL 33407 (591)209-8863 bfL,eley@easternmetal.com Bill Feeley Iredriguez@easternmetal.com Category Subcategory Shutters Bahama Compliance Method 6voluation Report from a Florida Professional Engineer Registered Architect or a Licensed Florida Profes Florida Engineer or Architect Name who day®lo ed the Walter Report - Hatdcopy Received Evaluation Report p Florida License alter A. Tillit Jr. Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (Of Standard) certifiednBy of product Standards Sections from the Code PE-44167 Na n�� ditation and Management Institute 12/31/9022 rY ICampmann Jr. Validation Checklist - Hardcopy Received 'ACME RPT.- nr ASTM E 330 ASTM E.1886 Xwe 2002 ASTM E-1996 2012 2012 Product Approval Method Date Submitted Date Validated Date pending FBC Approval Date Approved Method 100tion D 02/22/2021 03/15/202, 03/19/2021 06/08/2021 FA _............ _ — ._.. • M-mber or Naartha _.HVHZ)DmwShama Shutter (Non- e _ -- - •- 9 umber #20-166 ruseIn HVIIZ; Noruse outside HVNZ: Yes lant:Yes ressure: N/A Other: Large missile level "Dn Width Is 42" and Max, het Wind Zone i design load height Is 96 for +45 ' 2 and 3, Max, Max, Width is 1201, and ' -55 p•s•f. ASD -50 p,s,g ' Max. height is 70^ for +45, Ecrlptlan . _ _ jambsruled aluminum blades assembled ed together and retains , h �"-'�----- _/ enders to provide Hurripne �ctton. db Ynstallation lnstes - - Verified By- gnleMcen Test Created by independent Thirdbpa south of : FI°rida, Inc, EvaluarlPon Report party: Yes Created by Independent Third Party: Of The State of Florida is an C nA :; 2 01 glair Sten" a �1EE0 employer. Ilahesse®F ao phone UnderFlorlde leW �°ey�9il�aQA7-201 c g�0'd— g-- 7_�1Q mall to this d a ema11 addresses a —� lane of F�oNda 4. Instead, eontaet re public records. If you do not want our— �. Florida Statutes a the afflce b St isn�,.��,�� Provided 'Ve October 1 y Phone or by traditional mall of you havedae dress released In response " Provide the may used for ofHUa1 common caUonswith Idee Ifee seder Cha Partrnent with an a Pter 455, F S. money questions,, Please onsetContact 830.487ublic n:corda request, do net send el mall addlesa.Whl� can be �� „°WeVep smell add Pr°vide the Depa►tmant .1395. *pursuant to s 8eronia made evellable to the rense9 are pubile record. IF ou do an small address W the won 455,Zygli�� publle, lb det you are a lice he° v have one. The emaile Product ermine If supply a personal address APPtavaIAeeeptol pter455, F,S, , Please ►. ® , Please ciltlt m. � 9CtceM Credit C:erd Safe �z�ao>Fa�tt��,g orr`u�t�k; W = 80" MAX. H = 70" MAX. W = 42" MAX H = 98" MAX. NOTES: 1. THIS DETAIL DOES NOT REPLACE FLORIDA PROD 2. SEE FL8529 R8 EVALUATION REPORT AND INSTAI A LIST OF ALL MATERIALS. 3. SEE FL6523_R8 EVALUATION REPORT AND INSTAI PANEL SIZES, 4. TE METHOD FOR THE 6. ALLSANALY IS IS COMPDETAIL IS AN LIANCE WITH ASTM-E B e. TYPE OF EYEBOLTS THAT MAY BE USED: 6.1. 511W 0 LAG STYLE WITH 318" LEAD TYPE, SPR 6.2. 6116" 01 SHOULDER STYLE EYEBOLT DOWEL 1 78�MINIMUM EMBEDMENT UST BE INTO SOUND SUE S. MINIMUM 304 STAINLESS STEEL SHALL QE USED. BAHAMA sHuTTER N W =120" MAX. H = 7W MAX. FBC 2020 - 7TH EDITION 160 MPH EXPOSURE:® CATEGORY: II ROOF HEIGHT: <30, APPROVAL FL8523_R8. THIS DETAIL IS SUPPLEMENTAL. ION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS AND ION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM IRRICANE POSITION". ASTM E-1996. ASTM E-330, AND ASCE 7.16. ER INSERT WITH MINIMUM 2" EMBEDMENT INTO CONCRETE OR CMU. EPDXY MINIMUM 3" EMBEDMENT INTO CONCRETE OR CMU. FASCIA, STUCCO, SIDING, ETC. LTE.RNATE L,OCKDObY1V A7'iACHM�IV7' METHOD REVISIONS u�s��Qc FAD 1C. S-1 r� GENERAL NOTES: 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (71h EDITIOIOOF THE FLORIDA BUILDING CODE. THIS BANANA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MUONI DADE/ BROWARD COUNTY) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A RASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.65. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. 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 COMPARE THESE W/ MAX. (A-S-D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.. AS TESTED. WERE NOT OVERSTRESSED, A 33X 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 TO CALCULATE SCREWS SPACINGS. 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 0510.01-06 AND 0621-01-07 AS PER ASTM E 1686-05, ASTM E 1996-05 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONE 3. MISSILE TYPE D. BASIC PROTECTION ONLY. 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE ON SCHEDULE ON SHEET 7. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER. WITH Fy = 25.0 kai MINIMUM (UNLESS OTHERWISE NOTED), ALL ALUMINUM EXTRUSIONS IN COMACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL.. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 W YIELD POINT AND 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksT MINIMUM YIELD STRENGTH. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2. 6=0.55. - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 1/4"0 z 1 7/16' PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2'. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". A.3) 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 BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). (8) TO EXISTING POURED MIN. f'c=3192 psl. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 1/4.04/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4'Ozt 7/16' PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4. OR CONCRETE HOLLOW BLOCK SHALL BE 1 1 /4'. 8.2) MINIMUM EMBEDMENT OF 1/4'Lx3/4' ALL POINTS SOLID -SET ANCHORS INTO POURED CONCRETE SHALL BE 7/8' OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY EMBEDDED. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK SHALL BE 1 5/8' FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY, 1/4-0-20 SS. TRUSS READ MACHINE SCREW USED SHALL BE 1 1/4' LONG SHOULD STUCCO EXIST. AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMSFING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.I. B2 AND 8.3). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. B. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. 11. SHUTTER'S MANUFACTURER LABEL SHALL BE LOCH D 0 A READILY VISIBLE LOCATION AT EXPOSED SURFACE OF THE BAHAMA FRAME ©, O9OR EEIN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 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; L D. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION 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. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) M�SPRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY (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 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 LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. vyMiIIIIIIll l„ E%�; T���% THIS DRAWING SHALL ONLY BE USED TO 08FAIN PERMITS IN THE STATE OF FLORIDA No. 44167 FLORIDA BUILDING CODE (Ron High Voiocity HN d=mo Zone *' ®200 ASSA / BERTHA H.V. BAHAMA SHUTTER UP STATE OF ?', U RIO P-I L E C O INe. AMERICAN SHUTTER sYSTEMS ASSOC., INC, v 2/= '• s•••••••:•••G\ aaa rr aIX.S7r v�RD nCOYGiAMr wm wN� M&uw om 70111a 11 N,..� ' F •.b, r� (=)W-=U r,Dr: (W:)ns-= zD-16B a1-00DD71D a i �® R r m,s Damm NO wum A mm y. P. E , as a-.® : SHEET 1 of 7 .302, vlX N {F � �a 48 •e ha•••�i 25" s�htc .080"pozy ei .045 i f 030 1 J i L —.187" ; _.-._1.700 2.125" (t.020)-..t A Al HIGH VISIBILITY E� .0. FEMALE Hl LOUVER BLADE iO63- um. ALLOY 6063-T6 Alum. ALLOY IN e DD n -.0. - C [RRAT O TUBETUBE (D 1E D TI ARM OUTSIDE ARM COMPONENTS SCALE 3/4" = 1" 0' T N c• t = 324' r 0 O TOP ALE O BOTTOM RAIL HOLES- ,--1.250"� L� ; � o G o r it !' -10 N � , �f 25" np.)-- ai 9/16 m Min. 7— I HOLE 9/16 Min.-' 9/16'0 HOLE Min.' ' © CCHA NEL HOLE (2) 1/4"0 ; ! (3) 1/4'0- HOLES r -� HOLES BLOCK WOOD VIEWS Z N o N L _ o�o co rl �� ........ \CEAI o. 44167 KO CAMEL BACK HINGE STATE OF 2330"-------- VIEWy .000" Min:-- O 1/4 0 20x1" LONG f30'� S. TI UMBSCREW OR + 3/WO 16xl' LONG i c AC ET THUMBSCREW. H�-LOCKING ROD AT EXTERIQ FIXATION .a 0 0 r 7 1/4 A-20xl' LONG f30'G ' • -S.S. THUMBSCREW OR 3/8 0-16xl' LONG ACErAL THUMBSCREW. HO LOCKING ROD AT INTERIOR FIXATION FLORIDA BUILDING CODE (Non N!ge Vdodty Muni== Z w) II Rmm am ASSA / BERTHA H.V. BAHAMA SHUTTERUP _ O R►we IT AMERICAN SHIITFER SYSTEMS ASSOC.. INC. uxx wlsaxcaoS am 7 0/=2m CC � c� COMPANY r Aarr mar wES PITY xnex. PIDPIDA 31e07 Px, (eaolrs:-na nua tmrkaS-wo 2 0-166 10067tY 9xSwlxo rw rs. rasm we ara ar Gaarrr� as fP / Mlle E SW 2 or7 r m n-am r r 1 TO 2 1/8" Min. BLADE PENETRATION .E r (CONTa be/5,6 (0)(CONFa D'/5.6 (2) g14x2° F.H. FROM • fir', I i TO TOP RAIL �I-- !` f S.S. S.M- F.H. 1 1 FROM JAMBE TO TOP RAIL LP (2) g H. i S.S. S.U.S.-..F. FROM JAMB TO BOTTOM PAL G' ------ - - "W' (SEE SCHEDULE, SHEET 7) --- r'p C/5.6 - WOOD SUBSTRATE -.. (CONT.) �C/5,6 A Al ( ) ®D/5,6 D'/5, 6 d �14x2- F.H. 1 "�, S.S. JAMB AM -jj FROM JANH(7I TO TOP RAIL C 2 1/8' Min. 1 2 1/8' Min. I J BLADE ' BLADE i— d"� i fT� _ f} 2 1/B• Min. n PENETRATION n PENETRATION A 7 PEN BLADE wral LA m Wi! r 4. 2 W (z) glaxz" _..�� I ±I ;� 1. (a) g1ax2" n I! = F.H. S.S. S1 S. �(� �__! ! _..j. I .��1 ,. f FROM JAMB..1((99E__))T011 -Z Y I i- t' —T *.H. SS. S. w (2) g14x2- �" BLADE(�ORTA� i~�I fitT } I. ,Bi/IDE�CR E TOW F.H. S.S. S.M.S. 1,1 0 MID H8ff771111 i FROM JAMB TOv TO BRACE JAMB L_I y I 1 —_ j• J TO BR0.CE JAMB J B MID Ti CR I -"I 1. i T'� 1 J z TO BRACE JAMB J �_ I !— T"` I T- � j } 1--1 w N 8/4 I T 1 -41 En L-9/4 I (2) 81..2- F.H. I.'.-i-----__-•_A/ ^T4—A/� A/�i-•— •fiPA/z ! .�-I j-'(2) e14�2• FN. t.,i 1J S.S. SAS. I �_ �odol B/4 uDeDm'm°MOM © r - _ °�— —_ _ . - m0°'arnr"�'01n 7wLio. RaL� a H, 1 — - -- (2) 14NZ' F.H. G', --- "W° (SEE SCHEDULE] SHEET 7)---1— W (SEE SCHEDULE, SHEET 7)--. -W- (SEE SCHEDULE, SHEET 7)-) FROM J,MB(E .__. _-----._ __---120" Max WIDTH-_-__ -_--,---- -! p/5,g Toearto_M wuL o)t rC/5.6 / WCOD SUBSTRA } D'/5.6 D/5.6 B'/4 �. —`—� 7.�_ i I I - --r 874 D / 5,6 - (2) 81®' F.H. � I '�`•� —?�- j "- �- ` 1..i ss s.N s A/4, - A/4-4 ; ip-- A//4 d ( ,(2) ®14x2 FH. B 4 11 B'/4 FROM aura®..�.- --- I _..—_ _ 1 `: s . sNs- .� 1n eOtraM . ! _ T_...____ ff a e - ; ' FROM JAMB ®� % I /H r L- ---e : TO BOTTOM W6L0 (2) g14x2- F.H. �J ' _D)(CONL) _ •H: G. S.S. S.M.S. -'--� -J •(a) BLtxY F.x. �" I• '1Y' (SEE SCHEDULE SHEET 7)- :--°W' (SEE SCHEDULE, SHEET 7 ` °W" SEE SCHEDULE, SHEET 7 J L .G r ss. s.Ms. ) -- ( )-- TO BOTTOM FROM JAMB O • ` { ----_ FROM JAMB ,_ ..--- --.- _. ` . ` ...-' --- 120' Max. WIDTH --. _. _.. _ —._r. .-�_...-. - .. ;� _ RaL� { H Mr r — TO 601TOM RaL® r C/5.6 CONCRETE OR CONCRETE BL(1T K SUBSTRAT�D/5.6 p •. H, -.,'G awnumuwp/�� p /5,6 G--------.- - 'W' (SEE SCHEDULE, SHEET 7) �.`��P:,:.T�Z(/ , MULTIPLE UNITS: CASES II &III f C/5.6 0/5.6 : ��' VCENSF•:�9% FLORIDA BUILDING CODE (Non High V p _ Ig ek V Nw*ma Zone) CONCRETE OR CONCRETE BLOCK SUBSTRATE D /5.6 _ * N0. 4(4167 = ©m +�. pSsp / BERTHA H.V. BANANA SHI)tiER =up BY SINGLE UNITS: CASE I s7areDF ' 1L E C O INC. ANERicAH sxurrEe srs> s Assoc. n(c. '11— ELEVATIONS FOR INSTALLATIONS WITH 'E` �(DRfDP c�� TFS11H0 a, owaammm coav,,,,r saes nslxows mm EXTERIOR LOCKING ROD cH.I FIXATION ��'',ss/DNAI�`'��``� ®�.�'� 't(°°°� zo—Ise P.''�/l/hNllllll/tsia CA-pppS719 dr ssora. ®x xa.r 'mam yc UPAN' HO N.T.S. WAITM RD=U-- f 44167E mDn-tw r r sm 3 OF 7 i( Ate) m (89 LC- j (CON1.) C/5A,6A i B Corn) D 5A,6A �C (�M) A Ca 1 (cow. TYPJ ® ,-..(` ®� .. J®C/5A,6A t0' (Coxr.) D 5A 12) �14xz' F.X. ( e 1 0 _ o D /5A.6A (2) �74xz' EH. I (cow. 7W,) ® / ,6A 1 _ D'/5A,6A FROM JAMB (Ei \. I S.MS. -• I ° , 0 0 0 O FROM JAMBE tt TO TOP RAIL C F' - I 1 + �<.,(2) �14x2' F.N. TO TOP RAIL�C r '' SS. S.M.S. 1-- I • . t I - i L - t FROM JAMBE L--1 1 ( t 1S.5. S.Ms. F.H. t �_' t 1••((1 TO TOP RAIL r-T------.�.1..__ .I— t 1 FROM JAMBE 1 *. —•'� `i' I TO TOP FWL C i 2 1/8" Un. -�� -1 i.'i L _ J 2 1/8" Min. 2 1/8" Min. E 1 PENETRATIONr" �� BLADE ; BLADE -j . l 1. --1 �( 2 1/8' Min.BLADE f n PENETRATION PENETRATION' BLADE i 7t�- PENETRATION = ta jr r_I -i1 t Lj (2) #14>Q" w F.H SS SM-S o,l t-.d.-,(� r414.2" to �. 1�•• F.H. SS S:MS: (2)74x2' T- ; _ �11!!� jg14,Q' N 9AOEQA at(ETO .� t 'I FRIXd JAM[i E TO y F.H. SS SMS ! "`"-•rS.H. SS SMS. w ® MD K](M---•..f g/�r QA �� n - BIADEO� � t- ' FI�IA JA��!TD v TOT JUG 'L_ ®N� tElOif ® L� 1ff111iT i HME�A OR - • .t I I =J TO fiPACE JAMB TO JAMS tl ® MD1Fff101f I-•� ..�..! �' ,T' 1 -I a -11 70 WCE dUG t , F 1 -11 suntAR t , T' 1 -1 B/4A _ j r_ t; _ j T B/4A 1-- ss. sJas. A/4A ' A/ } r A/ —`� 1I-(z) Y14xz• F.H. SWLAR L — —__�' J B/4A caeJAMBmroup �' I lo�oi *- a°ce T° FROm BOTTOM (z) 1914xz" (CH. r t - ^ --� t ' S.S. O�( St4 F.H. ; G',----"IV" (SEE SCHEDULE, SHEET 7) 'W" (SEE SCHEDULE, SHEET 7)-•---"W" (SEE SCHEDULE, SHEET 7)-L FROM JAMS E o ram= FROM JAMB( '-. -- .--.. __-- .. — 120" Max WIDTH 1-' D 5A,6A TO BOTTOM • = I TO BotrOM �o�; �3 C/5A,6A j / RaLQ " H ''D H:� I'' WOOD SUBSTRATE ({ D'/5A.6A _. t !G 'W' (SEE SCHEDULE. SHEET 7)-.... -- �*r--: D/5A,6A �i C/5A,6A i D'/5A,6A r _T T V WOOD SUBSTRATE (z) g14xz•.f H __ _ _._.. _-• ��� A s.Ms __,!L�A�/�A����4 I a o" (z) ®1 axz" FM B' 4A t 7' jl B'/4A To FROM asp � 3 - ( { 3r--- r ' s.s. sMs. �r B'/ TO O -[o.ol _ _ � e of -� I Zr' FROM JAMB p -- - - — ',jH; `� ' - • TO 801TOM RAIL@) (2) #14® F.H. F I --�D,: (row) S.S. S.M.S. • j �� - , -! • ( staxs' F.H. G `- W" (SEE SCHEDULE SHE[ 7) - "W" (SEE SCHEDULE. SHEET 7)•----'W' (SEE SCHEDULE, SHEET 7)--1- { C� FROM o M JAMBETTOM `, �(-- —i ( i `-� FROM JAMBQ 120' Max. WIDTH RAIL V . To eo7roM RwL po Cj C/5A,6A D/5A GA H{ 'D H '" CONCRETE OR CONCRETE BLOCK SU crap G , D /5A, 6A -- — - 'W" (SEE SCHEDULE.1 SHEET 7). �_.__.-1- � it�Ill t�WMULTIPLE- UNITS: CASES II &III f) C/5A,6A D/5A,6A `�.�Q '' CEN `� FLORIDA BUILDING CODE t D /5A,6A - v sF (Yon 1Ggh Velocity Yalrbana Zone) Mmo. MIL CONCRETE OR CONCRETE BLOCK W OMEE ' NO. 44167 ®tee--__ _� Am / B>: m HY. awmA sHuRpt m wm n _SINGLE UNITS' CASE I - ELEVATIONS FOR INSTALLATIONS WITH ^_' smrEOF = IL E C O LNc. A1tmom sxuns surnis Assoc., lrtc. 7tSIlHO a FnaHa�Ha 1xtMPAHr 4= 71E4f0OM umrt INTERIOR LOCKING ROD (H` FIXATION f>.�,e` `�ORIDP : • '�� "mm"m°, �.:AM WW FAIM 1ssA RMU i.74o7 '�i \ ����� '°'~ " •a, F (IM02 Ms M 05132as-eao 20-166 N.T.S.��''�/ss��NAL �NG� t9/LTFH to . g ` 1mAtraia tm UWA Ur- 44107 , , s1rET 3A CONCRETE HOLLOW REQUIRED ® CORNER (2) 1/4-0 TAPCONS OR ---- (2) 1/4'0x3/4- ALL POINTS SOUD-SET OR (2) 1/4 0 PANEL MATE INSERT 3' FOR TAPCONS 1/2' FOR SOLID-1 Min. E.D. (2) #14x2- F.H. S.S. S.M.S. --- JI FROM JAMB ®TO BOTTOM RAIL Q ± �r+ + (2) #14x2' F.H. S.S. S.M.S. ``J T--- 2 111C FROM JAMB EQ TO BLADE (g) OR @ .Low ® MID HEIGHT TO BRACE JAMB '-`- 4' THUMBSCREW LOCATION - SECTION B'—B' 2' x 4' WOOD —.- STUDS REQUIRED ® CORNER (7*) A TERIOR WEB I AT OR (4) 3/16'0 (SADE TIP.) 1 INTERIOR WEB NOTCHED RAIL C01 ALUMINUM ,,� MM RAIIL @ a .. 5/16-W SLOT POP RIVETS •ice,) BACK & FRONT' i /�i t 6h.. 5/16�x2" SLOT - - =f••,E — ter—_ � --r pF W/ WEB NOTCHED AT BOTTOM RALQ SECTION A —A coNr PLAN sl(3) 1/410 TAPCONS OR .1NSERTS 3) 1/4 TO WOOD 6- PANELMATE _ I __ -----J (2) J14x2' F.H. S.S. S.M.S. FROM JAMB QE TO BOTTOM RAIL � 1 ON^ O) JAMBTMADE(Z)OR°° 1OG� 1 JAMB(g)TOMADE(Z)OR @ MID HEIGHT TO BRACE JAMB SECTi� ONE 6 Q W/ INTERIOR WEB 11_(2) #14x2' F.H. S.S. S.M.S. SCALE 3/6' = 1' .O1 OR ® (2) f l4x2' F.H. V CONCRETE HOLLOW BLOCK NOTCHED AT---1 REQUIRED O CORNER 1 Q (Typ., BOTT)N RAIL D � FROM JAMBE TO BOTTOM RAIL@ F W WEB O / NOTCNEO AT •- F r S.S. S.M.S. -- -•, (BUD_ 1YP.) i, FROM JAMB © r:" E1W INTERIOR WEB t l -- / _ 2' x 4' WOOD NOTCHED AT -STUDS REQUIRED � I"BUCE PFNORNmN' BOTTOM RAIL(g) \I1 • TO BOTTOM RAL@ BOTTOM RAIL@ ® CORNER ° 9!a !!n N :o . •o N. .1 �r-s--. m�+rn�' 1 r __—� 4 ---'- _-__-' [__ '-_ram_ �--�. —3 `[• �- - , - _ —"a-- `Y3 -.i tYYl1 - f L--_ —is - �—_. — - _---_.1•� � �wU" SLAt' • 1/4'0-20 S.S.- . •• xi' LONG- .:•5/tfi ' SLOT•(4) • H -::. • ; •:/ �: • ..'• '. ' 3/16'0 ,'r` D '1H) ' 1/4`0-20 5.5.= .SLOT.. - THUMBSCREW:..+ •.:: t i ..:. ALUAUNIRd `• ..,.. CONT.' ••• xt' LONG e THUMBSCREW.. --1 - 4' - .. ..: '• "BACK FRONT' j i {M.2 iµ''sio1:-. • •. .-.. '? .. !) 1/4'0-TAPCONS OR ; �••. •. - •. .. - (3 1/4'0•TAPCONS•*OR•'-'-, 11/4 0x3/4' ALL POINTS . • � , � •' .. ' - • � - �.(3) (/4"O x 1 7/16" • FANELMATE INSERTS TO WOOD.? )LID -SET OR ... ' , j . !) 1/4'0 PANEL, MATE . WSERi j•• '; .; :. - • __ • ... — . •'�yDENS+� .9' 0 FLORIDA BUILDING CODE (Mon K* Vdafty RUn¢ane Zone) ©xom m1Eeo. we sca E 31, - 1' ASSA / BERm H.V. tiAHA1tA SHUTTER CONCRETE HOLLOW BLOCK -- REQUIRED ® CORNER (Typ.) (2) 1/40 TAPCONS OR ---- (2) 1/4 0x3/4' ALL POINTS SOUD-SET OR (2) 1/40 PANEL MATE INSERT (2) #14x2" F.N. S.S. SIMS;— —L.— FROM JAMB ©TO BOTTOM RAILOD t (2)-914x2" F.H. S.S. S.M.S. FROM JAMB(g)TO BLADE AO OR ®!_ ® MID HEIGHT TO BRACE JAMB ------------..---..._.. ------ -•• SECTION B'—B' BOTTOM RAIL QD SECTION A —A (2) #14x2' F.H. ®W/ INTERIOR WEB Scale 3/8• - 1' (3) 1/4 7/1 TAPC OR _(3) 1/4'0 x 1 7/16" �PjANELMATE INSERTS TO WOOD V j (2) #14x2- F.H. S.S. S.M.S. ;FROM JAMB OE 70 BOTT'OM RAIL OD FROM �AMBQTO BLADE ®OR MID HEIGHT TO BRACE JAMB �NT. SECTION B—B A OR (2) #14x2" F.H. CONCRETE HOLLOW BLOCK r S.S. S.M.S. ® , �E, W/ INTERIOR WEB REQUIRED 0 CORNER NOTCHED AT --I �' FROM JAMBE W/ WEB (BLADE nP) S.S. S.M.S. 1, NOTCHED AT OE 2' x 4" WOOD (TrP-) BonoM RAIL ® O �NOTCxm a7--- f� FROM JAMB QE * - E (_ -^� I TO BOTTOM RAIL OD BOTTOM RAIL QD O TO RAI BOTTOM 625".6zs" - STUDS REQUIRED M i� I7._ t 1 r _. _-f s---•---._ _____ .. �_ ._ iY� - --`-_._ : • LO es4'T-'i ® CORNER (TYD-) BOTfO ' �^ <`">> IL z 1/a• vs. I f 5/16'x2 �'ii f '�--,�. i - I o. (y v s r ;SLOT ;" — 5/16':2' t ' z t/a• ten. I M m; SLOT I vaanuncD I 1� 0 N ve-vn"m .._-- ._______�—®am_�==3 )vim -e� �_ _ -- -� I� � n.� _��n i•.v... , -__- _-- _ i C i• <: J7 �_ _ --`_—_.:I C"==-r =9 �— —iJ =_=?-----:i� I_-=ca�utewa.i.s: r7� . I' • ... .. xi LONG' . :. {.. (4) 3/16"® •I {' E %^• .. ` 1 4'0-20 S.S. u�I . ,~. '• ? 1HUMBSCREW. 11 .�� , ALUMINUM' .';� ,- HJ• _ �.xY LONG POP RIVETS: "•... COWT: r- -- • , a'.:ioTwr+iroa--',-. .. •' ..BACK & FRONT'. THUMBSCREW. , 1/4"0 TAPCONS OR - ., '. i .. • • . •. (3) 1/4"0 7APCONS OR----- •(2) 1/4'0x3/4' ALL POINTS • . , . j • ': .. .• j• "•': :.(3) 1/4 0 x 1 7/16" . 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IL ;-1/410-20 n=9 SCMW D C.A mg CMCRM OR k, VC �20 MT W/ WMW TO ffol"mmBL@ comme mcm 1/4' 9-20 BOLT W/ W=w 2 M RUM . Rm /W smm-w OR t;,4w# uP=m at TO Som" (2) 11/4'ftt ?1fr PA?caxvE mmm ;ALL MW saw -SET CR 4'=/7 1saw-SET((22)) 2, t % pmamm Calms SECTION D (WALL MOUM) ALTER LATE SECTION Q--D' lop/ NON HURRICANE POSMON (VIALL MOINO _SECTION C C "?,ogn I/ SME: 3/8' NON HUFMCME POSffloN (WALL NOV" SCRe 31W HLRRICARE POSITION 0V .1", "*.✓ JI: \,\GE[4 scaa ZZ FLORIDA BUILDING CODE (Non Rio Veyoft Kwaccas z=a No. 44167 02020 W-7—mm CONNECTION TO (��!QNCREJ!`IE OR M, D—ZT M-- ASSA / BMMIA H.V. BA WA SHUTTER 1101 1 &C - CONCRETE BLOCK 7, X-, � STATE OF IL ECOme. Ammcm sHurm smas Amc., 7jW=n MV INTERIOR �Ahki INC. VAIr "'tOR10' T=G St EMU 4M WCHIMM CMM &&XM. WWI PaW i�j 20-106 ONAL ouvwc H. 1 -4 MW Gh OF 7 SCHEDULE # 1 I IMLE UNITS ELEVATION U. T P E UNITS EL_ AT ONS B CASE I : BAHAMA WALL MOUNT B CASE I : WALL MOUNT (-y_ CASE III : WALL MOUNT SHUTTER J J ELEVATIONS J f II--_vf--h-w--{ w —}--w- -I--w I--W F —DOUBLE UNrrs-4 TRIPLE UNITS N Uc� 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.) i +45.0 -55.0 42" 96" N/A 4 5/8" II &III +45.0 -50.0 40" 70" OF 3 5/8" MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE RATING WOOD POURED CONCRETE (p.s.f.) SOUTHERN PINE No.2 OR CONCRETE BLOCK +45.0 -55.0 12" 7 1/2" II & III +45.0 -50.0 7 1 /2" 7 1 /2" `� aflil I(rh No. 44167 STATE OF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) TILTEM INC ASSA / BERTHA H.V. BAHAMA SHUTTER LLP onAwx /r L I E C O ,Na. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7�T�O H TESTING & ENGINEERING COMPANY 4268 RESTROAOS DRME AASA AA YRWA 1IfO0ol AIM a4. f cm7Pf-us • m ` lof- A,f WEST PAW 9GCN. R=A 33W7 PH' (9W) -2= FAx: (5e1)2oo-ano 20-166 °-niaz A,0=19 fCb. fY Ofaf9 q8 a r ®Ifq ,e owmxc No WILIER A. 71{LIT Jr., P. E FUIROA Lk. 0 Ni67 40 t7aq , . SHEET 7 OF 7