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Home My WebLink AboutProduct Approval (2) 10/20/2016 Florida Building Code Online { C 7 +nti t';fi� x 4, BCC-17 ISSHome Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search ProductApproval f;r:-d .� , - USER:Public Userf�'L, Pr uct A�+nroval Menu>Pro-duct or Application Search>Application List OCT TlivG Search Criteria i Leie Code Version 2014 FL# 5790 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Madel, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications 1 EL# f TvDe (Manufacture r - Validated Sy ASve�d Revision ;American Shutter Systems Association, Inc. John Henry Kampmann Jr J Approved i — I Category:Shutters (941) 922-3854 t-S-u-bcca-t-eeg-ory: Roll-up ' vision ,Aml erican Shutter Systems Association, Inc. ---j John Henry Kampmann Jr. Applied For Category:Shutters i(941) 922-3854 Subcategory: Roll-up PR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Qs:: 2601 Blefr Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.gopyrioht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statemen(:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487,1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emall 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: .=,"y_ F5M ¢Check Credit Card Safe r� It l9t t l 4"r C 0Py; T http:/twww.floridabuilding.org/pr/pr_pppjst.aspx t/1 10/20/2016 Florida Building Code Online § _ {rte BCIS Home Login User Registration Hot Topics Submit Surcharge Stats&FactS Publications FBC Staff BCIS Site Map Links Search K. Product Approval o p q USER:Public User 'i product Annroval M rpjuu >Product or Application Search>clap{i Linn Lisk>Application Datai FL# FL5790-R11 Application Type Revision Code Version 2014 / Application Status Applied For Comments Archived Product ManufacturerCAmerican Shutter Systems Association, Inc. Address/Phone/EmailWestroads DrivePalm Beach, FL 33407 209-8263 y@eastemmetai.cam r Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emali --.� 1) Category Shutters Subcategory RomuP - 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 JR, the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL5790 R11 COX certificate of indep?ndence_Pl3f Referenced Standard and Year(of Standard) Standard Year TAS 201 202 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.orglpr/pr app dti.aspx?param=wGEVXCIwtDgtDmAG7pnms8kO719PNvxfDjHTigilQarlvpg8ymkyEag%3d%3d 1/2 10/20/2016 Florida Building Code Online Date Submitted 06/15/2016 Date Validated Summ of Products of FL# Model,Number or Name Description 5790.1 58mm Bertha End Retention Non- Roll Shutter System (includes View Port Option) Retention Roll Shutter System (Non- HVHZ) imit Use e Installation Instructions Approved for use in HVHZ:No EL5790 R11 11 Drawing NHVHZ 16-063.PDF Approved for use outside HVHZ:Yes Verified By: WALTER A. TILLIT JR., P.E. PE-44167 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile A.S.D. pressure rating End Retention I F15790 R11 AE product evaluation report 116-0,63_.PD� Slat+30, -30 p.s.f. at 22'-10"span(see remaining spans on Created by Independent Third Party: Yes sheet 12)and +25, -25 p.s.f. at V-10"Span for Non End i Retention slat wall mounted In concrete (see remaining spans on sheet 24) Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.:: Privacy Statement.:Accessibility Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to suoply 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 Char-ter 455,F.S.,please click here Product Approval Accepts: FOR] EH M Credit Card Safe httpJ/www.floridabuilding.orgfpr/pr2pp_.OU.aspx?param=wGEVXQwtDqtDmAG7pnms8kO7l9PNvxfDiHTigilDarlvpqBymkyEag`/`3d`/*3d 212 GENERAL NOTES: 1. 58mm ER& VIER SLAT BERTHA ROLL UP SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE 7, ANCHORS REQUIRED FOR MULLION CONNECTIONS AND HEADERS SHALL BE AS SPECIFIED ON APPLICABLE SEC110N5 SHOWN 011 IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE.THIS PRODUCT SHALL NOT BE INSTALLED WITHIN HIGH SHEETS ' 1HRV tD AND 23 RESPECTNELY. VELOCITY HURRICANE ZONES (MIAMI-OADE/SROWARD COUNTIES). -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1809 OF THE ABOVE MENTIONED CODE,USING ASCE 7-10 AND SHALL ROY -KWIK HUS-N SCREW ANCHOR MANUFACTURED BY HILD. INC. EXCEED THE MAXIMUM (/A .S.DDESIGN PRESSURE RATINGS INDICATED ON SHEETS 4,6, 12 THRU 16, 18 THRU 21 & 24 THRU 27. -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC. IN ORDER TO VERIFY YtIE A�OVE CONDITION,ULTIMATE DESING WAND LOADS DETERMINED PER ASCE 7-10 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.DJ DESING PRESSURE RATING'S MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE INDICATED ON SHEETS 4, 6, 12 THRU 16, 18 THRU 21 & 24 THRU 27. MENTIONED SHEETS, EDGE DtSTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN EMBEDMENT O IOOR ALLOWABLE RD�AN�CESTREESS FOR WIND LOADS WAS bW USED IN THEIR ANALYSIS. FASTENEAS SPACING TO WOOD HAS BEEN DETERMINED IN ANCHOR SPACING O 1009 EDGE DISTANCE O IOO9 CONCRETE CONCRETE BLOCK 58mm ER&HER SLAT BERTHA ROLL UP ADEQUACY FOR IMPACT AND FATIGUE RESOANCE HAS BEEN VERIFIED IN ACCORDANCE WITH 3J4'0 KWIK BOLT TZ 27' 9' 4 3/4'(3004 PAT) NOT ALLOWED SECTION 1809.1.2.Of THE ABOVE MENTIONED CODE AS PER: (FOR BASIC PROTECTION ONLY MISSILE TYPE D) 1/2'0 KWIK BOLT TZ 22 1/2' 7 1/2' 3 1/4' (3000 psi) NOT ALLOWED - FENESTRATION TESTING LAB REPORTS 12760,#4596, (4644& ¢4760 3/8"0 KWIK BOLT TZ 6' 4 3f8' 2' (3000 PSI) NOY ALLOWED - AMERICAN TESTING LAB OF SOUTH FLORIDA REPORTS 10404.01-OB, #0803.02x12, #0803.03-t2, 3/8.0 KWIK HUS-H SCREW 4- $' 2'(3000 PST) NOT ALLOWED 10803.01-12, 10803.04-12 3/8.0 WEDGE-BOLT 4 1/2' 4 1/2' 2 1/2' (3000 PAT) NOT ALLOWED 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION BOB3-T8 ALLOY& TEMPER (UNLESS OTHERWISE NOTED). 1/2'0 B l INS-H SADA OR VE'IM 6' 3'(3000 psi) NOT ALLOWED 6" 3.ALL SELF DRILL SCREWS (EXCEPT COMPONENTS®&®)TO BE ASI 410 SERIES STAINLESS STEEL CORROSION RESISTANT STEEL AS PER 5/8-0 KWIK HUS-H SCREW 2 7 1/2' 7 t 2' 12' 3000 L NOT ALLOWED DIN 50018 AND SHALL COMPLY W/FLORIDA BUIL ING ODE SECTION 2411.3.3,4 TEK SCREWS SHALL BE AS MANUFACTURED BY ITW BUILDEX.ALL SCREWS SHALL BE HEX HD HWH. 4. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ks1 MINIMUM YIELD STRENGTH. R. THE INSTALLATION BUION CONTRACTOR IS A /RAINSEAL/INTRUSION. ALL PRODUCT ND MPONI.P EDGES WHICH ALLREM U DCONTINUOUSLLEN CONTACT WITH THE BUILDING 70 PREVENT WINOfta'dLN INTRUSION.CAULK AND SEAL PRODUCT TRACKS ALL,AROUND FULL LENGTH. 5.ANCHORS TO WALL FOR©©&®SIDE RAILS SHALL BE AS FOLLOWS: SEE NOTE 9 FOR SUBSTRATE LIMITATIONS BASED ON PRODUCT IT SHALL.8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 7H£SOUNDNESS QF SHE STRUCTURE WHERE PRODUCT 6 TD SYSTEM. BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE,GROUT FILLED CELL END RETENTION SYSTEM CONCRETE BLOCK OR WOOD FRAME BUILDINGS.SEE SHEETS 5 THRU 10& 18 THRU 23 FOR LIMITATIONS FOR SUBSTRATE SUBSIRA INSTALLATIONS. POURED CONCRETE GROUTED OONCRETE BLOCK WOOD 950/C-90 0=0.55 10. PRODUCTS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REOUtATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. ANCHOR TYPE&MANUFACTURER ANCHOR TYPE&MANUFACTURER MANUFACTURER 1i. PRODUCT MECHANISM NOT PART OF THIS APPROVAL 3/8'0 WEDGE BOLT/ 5/16-o ULTRACONJ J8'0 KWIK HUS BOLT 5/16'0 ULTRLCON/ 5/16'0 ULTPACON/ POWER FASTENERS INC. C0 CONST.PRODUCT! COMM. HILT,INC. ELCO CONPROD ELCO CONST. PRODUCTS 12. (o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC YIN. MIN. MIN. MiN. MIN. MLN. MIN. Mal. M1H. MIN. MIN. MLN. PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. E.D. EMBED. Fc E.D. EMBED. 1'e E.D. EFABm. E.O. EMBED. E.D. EMBED. +1/2' !1/2' !w J t/a' 2' 341 w +' 3�t/+' 2 t/2• 2+/+" T/41' z• (b) fONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING SAFELY OF THIS PRODUCT. BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, NON END RETENTION SYSTEM SUBSTRATES (d) SITE SPECIFIC PROJECTS SNAIL BE PREPARED BY A REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. POURED CONCRETEDC UL�K WOODENGINEEROF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE 0-0.55 SITE SPECIFIC DRAWINGS FOR REVIEW. ANCHOR TYPE&MAfWACTUT&7i ANCHOR TYPE&MANUFACTURER ANCHOR TYPE&MANUFACTURER 1/4.1 IFILXI-sET 1Ja's B1.TTvcoHJ 1/4`0 11974-SET Tf4.0 BLTTIAmNJ t/+'0 rA.xl-sET t!+'0 uLTTuca"/ (e)ORIIGI PREPARED I LL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD TAPCONS/DW/eUILOEX ELCO CONST.PRODUCTS TMCONS/RW/BULM ELCO CONST.PRODUCTS TAWSINSlITW/BUILDE71 ELCO CONST.PROOUCIS YIN. YIN. MIN. YIN. MIN. MIN. Atli MIN. MIN. YIN. YM. MIN. MON. MIN. 13. SHUTTER MANUFACTURER'S LABEL$HALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT E.D. EMBED. 1'e E.D. EMBED. Fe E.O. EMBED. E.O. EMBED. E.D. EMBED. E.O. EMBED. IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.DNE LABEL SHALL BE PLACED FOR EVERY OPENING. 2 1f2` 2 1!r 3.1 -11 112 2 t/<' 2T3 w 2+J2 2 1Ja 2 tJ2 2 11+' t` 2 1/+' LABELING TO COMPLY WITH SECTION 1710AU OF THE FLORIDA BUILDING CODE. THIS DRAWING SHALL ONLY BE USED TO NOTES: FOR END RETENTION AND NON END RETENTION SYSTEMS 1j75Irr+++rte OBTAIN PERMITS IN THE STATE OF FLORIDA (1) NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. }E1l (2 EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. 1 � T�� FLORIDA BUILDING-CODE (Non High Velocity Hurricane Zone) 3 ANCHORS SHALL BE INSTALLED FOLOWINC ALL OF THE RECOMENDATIONS AND SPECIFICATIONS OF THE'A1 (r'�r+•� MANUFACTURER. tt'• yM •• '; W+vr' \\t I a2otA nttca INC,wc58mm ER 6,NER SLAT BERTHA ROLL UP F.R.L 6. ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS INDICATED ON SHEETS 19 THRU 22, y* No. 167-11 C 1�� i �. n 1L E G O INC. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. oA/AN DATE ? TKA OF t 11LUT=1Nq A DIGiNEEDNND COMPAN'F 4268 WLSTRON)s DRnE FR�+r\ \ �,A.. 45•,1 RM.lw Os.sv Toe-'Y�GN®0.n as+M NEST PILI DTPCH,FL 33407 16-063 =Q+(Fo'F'�l•5'S:',/R�••••-•ti' IR�iE\AEL'�_IGI:ATVRLTATE M.,paos-)m55oIt-:Letndts.cYoaorIa palooclanm o.ivi IFMoNE:(877)999-2772 TAX:(561)207-41364 0 IQr 9NCOCR ED-00679 WALTER A TTWT JBsP7C0alAWlIND4FNe27 +. FLORIDA Lk,1.4 i I .09.,73-$ +d yy suioN 8-0 q ,+,'+�"""1' �'- .aro• h t" �� .+73• ,y'2� _ _ r O END RETENTION 5 EW `D NON-M NTI�ON SCitEW Q S3+�T !�sus.+l1r A 1022n AR c Ito.1•w�.310 F.R.S.S.s.us,x! �t w W. E z RSKEW COATfW ++ W',S Lil 600-1V auws6�lnuttaAUAWW}iar�I F°"mo e+ •�D y* woe - .r+ _ �_ ! © groin-my MOUNTED TUBE �.wwrpc� yI r I'D Fi"- {(j 6063-TE AVJWMUM ALLOY q 8.0 TUBE b h f Lnv a+ +o� '+> +a+• s7a• .nPm.• .w. '."° y mar' °'a' NFI& 4" 2" 0.25" +r' .+or ,e3- 1---t '`"r .w.• VIEW& NLTIVI A-A © Mt t EYEIIS'OTTER 5!tT ,D .oe e I I�7 roCNa ExD ateMRwM m 4" 3" 0.125 � ,ne +.I + •�jp. 'a A CnCON KCfK LbPQ.WFR art-w,• .Nnr 'it°._. "L SLAT W OUIDE 0 EVERY E�SLAT 124P r-'"oR ,%IN ars7ry ® 4" 4" O.t25 aar r21Lb1R ASETAL ca+axuol Ent RAI 0 SIDE fw GIDE$dt1 ORD TSTEM rO FOR ENT57W DN D RETENTION S FOR IN WtI/EN twat!DR SW ETi w w 7Lu"Rl SSR CaFARIED ALLARWW TRACK FOR SW (600-To AIR"RUN) iL56Y 6063-76 AUAWWV ALLOY MULLIONS b h f TORMBARS b h f K NER 3" 4- 0.125 ® 2" 2" 0.25' 1 NER 4" 4" 0.25- —t ® 2" 3" 0.125 +e. ^ ^ 3e 2ro RAM ERR 4 6" 0.25" @q 2" 4" 0.125 ,Dao•—J ��—aco"--� 1.'_'./ ER 4" B" 0.25" GH 4"W A/4" ANGLE OI INSIDE MOUNT TUBE 2"W2"N1�a" ANGLE - ER: ENO RETENTION SYSTEM FOR EW RETTWnOWE751W FDR END Num"5YSTEY FOR END RETE1LTtON t 6063-T6 AURVAN AL1A1. 6063-Te AUUMPA1N ALlar ON o "Nro �m MULUO 60WDo NER: NON END RETENTION ,Q¢RM BARS FOR END RCRWMN A NONFDR NOM ETE END RNnON sY51EW I"UTDO W srinu6 SYSTEM W93-75 ALUWWM ALLOY OM-16 ALUMMUM ALLAY i AT cx°'Ds+t'T�aP°1um HEADERS b h f QrM�'ONENTS DDTTaN a 6xoKK tw. � S 3" 2" 0.125 4" 2" 0,125 yyRR/'� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �F� } 4" 2" 0.25" f t��1 g7 Q 2016 Tc'Fce'K 58mm ER 8 NER SLAT BERTHA ROLL UP DPax"e3-. ${�N 2 F,R.L TYPE STORM BAR, HEADERS OV 6" 2- 0,125 "* — CE� 2 1 L ECO AMERICAN SHUTTER SYSTEMS ASSOC..INC. 75 DAII y MR NDN END RLnmm SYSTEM r nLLR T nNQ 1 ENOO4EERM0 COMPANY 266 WLSTROADS WVE 4'HGVY D7RUDSc STORM WR FOR MON EMD RE7ENTiON 573TEU .'}•e t~. {.;• R as,>x..aew u.s+am-mu."wu0.t tt 3Hes WESt F.L.REACH.FL 33407 60W-T6 ALW,NUU ALLOY - lZ" 7,c�^ + "+. I,aal DT-,Std. (,m)u,_,.,, PHO"; I67T)9P]-2772 rM(361)209-6360 16-063 606.1-76 ALUWUM ALLOY • (J �. 444 a-mock 4tlecoODORcom 3-R F,► asp ..q O.A"`MC Nv E9-0i-07 • W4ItR w ULUT'.P.E „P.EI 511[El 2 Or 27 FLOOD.L4.1.4167 i 11 8•10, nR1:r Tm ';4a• _ 1jR 10 I:kA 2 4 A nAI 8,Ip TM 3.6, 45$L 45/S s° HOUSINGS uF '4 1 4 90 HOUSING STRUCTURAL COMPONENTS FOR OPERATING SYSTEM 1D- SIDE/END CAP (CAST ALUMINUM) Q- HOUSING, 0.040'THICK SHEET METAL (3105-1-114 OR STRONGER) z 0- SIDE RAIL B FASTENERS Q- 3/16"ALUMINUM POP RIVETS(6 REO'D EA SIDE CAP) : 2 0 TOP, 2 0 REAR. 20 BOTTOM A4. r5' CHAMFER4 SHALL BE CAPABLE TO SUSTAIN SLAT'SAS APPLICABLE WEIGHT AND ASSURE LIFTING MECHANISM 10 (SEE NOTES 11/1 h 12(b)/1) END CAPS: I11111i r nil �I�1 y� '"GEN$ "'•.,'P FLORIDA BUILDING CODE (Non High Velocity Hurcicone 'Lone) 1 No 0 2016 TILIECO INC. �� 58mm ER&NER SLAT BERTHA ROLL UP "B L IYP'" = • 04/10/16 BOX STRUCTURAL COMPONENTS ARID ASSEMBLY DETAIL Y¢ �t 1 � �111.E E C O,»c.� AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Z Q� TILRT«.T:{)07N)0 n•,-,sElNR C,IiNtEE:(M>NMO)mCO-tMuP, T P,lOt2: 4268 WE 0.14 (SEE NOTE 11 AE 12(b) ON SHEET 1) p(0. IYMY P"601-4,n.33 x07 16-063 J) (877)99-2772 tu:(561)709-636 reAl•^' L't t-mot;12(446o90I.C9m eru.TnNc No 1V C6-OOD6719 /I/t//' C iL4l•SfG`LtiUf2RtA'16 *,ALTER AI T!.,P.E. BHEET 3 OT 27 iLM D4 Lk. 4.167 i,'. W41-SE; TAKIIh* K/ 2 1/4' 1/4"0.3/4'ItW BUILDEX IEK SCREWS 1/4-0 MAXI-SET TAPCONS- a ?.-ox. W/ i'O.D.x0.060'GALVANIZED STEEL W/2 /4-Min. EMBEDMENT 0 24*o.c. 1/4"0 MAXI-SET IAPCONS WAS ER 0 24'ox. Vi/2 1/4-Min. EMBEDMENT S 24'ox. J0 , —HOUSING HOUSING .—HOUSING 0 fi _tTR------ _1 EDGE OFY EDGE OF OPENING CAP OPEN111 LEND CAPLID CAP EXISTING EXISTING (BEYOND) LASS IX CLASS G (BEYOND) SEE k4CH-1-1 SEE ANCHOR SCHEDULES ON SCHEDULES ON SEE ANCHOR SHEETS 13& 4. SHEETS 13& 14. SCHEDULES ON SHEETS 13& 14A M SEPARATION Min, SEPARATION Min. A TO GLASS A A TO GLASS -.4 (SEE SCHEDULE$. R ON SWEET 12.)(SEE SCHEDULES. ;I x ON SMELT 12.) Min SEPARATION DCTMDR 8m DaEFOOr) TO GLASS — WE (SEE SCHEDULES E OR ON SHEET 12.) E OR OR UF R 1w 1w 0 P/6 P/6 P/6 P/6 P/6 P/6 3 EDGE OF EDGE OF OPENIN 0 OPENING] 3 3 MIN. ED / MIN. 4'x 0,062". CONE. 2".VARIES 0.062'YCONT. ALUM.AN W/ 1/4-0 ULTIRACONS 1/4.0 ULIRACONS W/ I 1/4: ALUM. ANGLE. W 1/4'Min.EMBEDMENT 0 Min. EMBEDMENT 0 24"OX. 441 FLOOR/CEILING/TRAPPED MOUNTIN 10 BUILD-OUT MOUNTING WALL MOUNTING SECTIONS Y Y� e � x FLORIDA BUILD114G CODE (Non High Velocity Hurricane Zone)ej I A A i wr 1 1 CPA N Of. INSTALLATION DETAILS ON EXISTING POURED CONCRETE OR 58mm ER&NER SLAT BERTHA ROLL UP GROUT FILLED CELL CONCRETE BLOCK BUILDINGS FOR END i IL ECO Inc. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. 06/10/ TMIWG It E OINCER]"a COWANY 4266 WE 1RQQ5 DRIVE RETENTION SYSTEM AS APPLICABLE L ESI P"SKIZK rL 3340, 4, PHONE;(877)"9-2772 FAXt(5602M-USO SCALE: 3/16- F frJ�, + 101 A tun A-P.C. SNCt7 5 or 27 FLOR.Oh U,.0 4411 ANCHOR(EEL -ANCHOR POURED CONCRETE OR (SEE sc,IEDULE) CROWED CONCRETE BLOCK ED. w.(2) 2*.(;'STUDS- % ANCHOR a I/z*PLY-ow(tip.) TIONAL WALL REOUIRC Ul POURED CONCRE11 OR /-2p EACH CROUIED CONCRETE eLOCK ICE (SEE SCHEDULE) POURED CONCRETE OR OF 0 IN' CROU ED CONCRETE EILOCR� WALL RCOUIIRED WALL TREOUIRED H MAX. ANCHORS SPACING TO WOOD SUBSTRATE MAXIMUM ANCHOR /4'. A.S.D. SIDE RAILS OE &OF HEX Hm HWH RATING BULD-Ovy SELF-DRILL 410 0 4-O.C, SIEL SCREWS MOUNT 0 4 O.C. (SEE PRESSURE HEX HD.HWH A p SCHEDULES) E.D. S-CHIEDULES) SELF-DWILL 410 4.QW V02 S.S.SCREWS MAX I—P 1.250' OPEN HOLE .45. -60 4 1/2' 2 1/2- COVER w/ YIN. "LON CAP @a F 6 x D Wx in,PLYWOOD(TYP4 75 I C A CA UP WALL MOUNT Ile B @of F L4/4*OND�4* C QJP HEX NWH ,;a^— SELF-011at INSIDErTRAPPED MOUNT BU1tLD-OUT MOUNT C 410 S, WALL MOUNT SOOM S'4'O.C. SECTIONS P-P(PLAN) C E OR(D SIDE RAIL CONNECTIONS INTO EXISTING POURED CONCRETE OR GROUT FILLED BLOCK (As APPLICABLE) BUILD-OUT MOUNT SCALE:3/e- i* SECTIONS 0-0(PLAN) SIDE RAIL CONNECTIONS INTO EXISTING WOOD BUILDINGS SCALE:318- 1- MULLIONS ------- MULLIONS -------------------- r---- ---------- 1/410 x I' HEX HO.K*i OPEN HOLE SELF-DFMI 4 H' COVER W/ 4"A 1/4-. NYLON CAP &S.SCREWS. 1.NO, HEX HO.Hv SZ.�SDRIUL 410 H SELFSELF-ORtL 410 - SELF-DRILL VR-ILH1WH '4 CREWS S.S.SCREWS SELF-0 410 10 O.C. 2A W 0 4'O.C. S.S.SCREWS S.%.SCRCWs 0 4,D.C. 0 01C. A C C Erf e , OR F C A @op *j -DR(E) E QR(I A ,)�'�?j Z(& SECTION Q—Q(PLAN) SECTION Q—Q(PLAN) SECTION R-R(PLAN) SECTION R'—R'(PLAN) ORIENTATION 01 ORIENTATION#2 ORIENTATIONS 91&#2 ORIENTATION#2 FACE MOUNT END MULLION FACE MOUNT END MULLION FACE ffi0VW-!K9RIOR MULLION TRAPPED MOUNT INTERIOR MULLION oolt k I TQ/1. Ils FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SIDE RAIL CONNECTIONS MULLIONS D 2016 TILTECO INC. DRAWN BY' SCALEI 3/w 441 i7 58mm ER&NER SLAT BERTHA ROLL UP F.R,L 11LIEC AMERICAN SHUTTER SYSTEMS ASSOC.,INC, 06/10/16 0 INC, \ DAIC I 1, STATE F Tuln TINTIM2 a 10MOINKIP"9 COMPANY .2"WEST.OADS DRAT — . END RETENTION SYSTEM - -h, k,01alv v. WEST PALM OCACH.rL 33407 16-063 0 1 .. OR IV*fitP"Cuti(877)00-2772 Mk IM0201-03W IRA14 N. EB-000671D 111 r-F YJ[AUSIGNX1UR1EVA7E wER A PLU"I A.,P. SHEET 6 Or 27 44167 ---9" Min. CO.- - --'-�- Min. E.D.- .--_..-TOR (1) S/4.0 KwfK BOLT IZ EXPANSION -.-_-.-..__--.--------'- r2,-1 1 1/2- 3"-..-) -.1 1/2' ANCHORS ® END AND INTERIOR MULUOW. Q& tt TATION #'i) AND EN11 MULLION11031"N& (ORIENTATION y2) Z 3" 3- i F-1 FOR (2) 3/4'0 KWIK BOLT TZ VPARSION & .(}. ---9" Min. E.D.---^ -9' Min. E.D. -ANCHORS ® INTERIOR MULLION N },�� S (ORIENTATION 112). �...•1 EXTERXIR EDGE OF SLAB. (-T T-1 EOGE OF SLAB 3"x3-.1jz'x0'-b' 4• EXTEF210R IF APPLICABLE 5 1 f i 5 t i 1 IF APPLICABLE 6- (6061-T6 ALLOY) Alum.ANGLE EA. 510E W/ 5 3•r3-xi/z"xG'-4' (2) 3.0 V 6oLTs (6061-T6 ALLOY) AWm, 0 MULLION M V. 1 1/2• r0URE11'CfO"C.11E TE o - ANGLE EA. SIDE W/ (2) EX NSIO KWIK BOLT TZ 3- 3% C THRU BOLTS TO 1 1/2" E%PANSION ANCHOR 1 1/2• n.THICKSS REQ'D II MULLIONOM & (1) W/ 6-Mm. EMBEDMENT N �- TO POURED CONCRETE 3" 3- tl 3j4'e KWIK DOLT TZ 1 T/2' (Typ.TOP & BOTTOM) p E0.—� EQ. EXPANSION ANCHOR W/ 6' B' u Min. EMBEDMENT TO POURED _ o CONCRETE (Typ. TOP & a EXISTING---I j BOTTOM) SECTION X1-X1 W/ * ALTERNATIVE SECTION X1-X1 W/ * GLASS pp 2• (4"x6" END dt INTERIOR MULLION W/ ORIENTATION ®1) 4"X6" END d( INTERIOR MULLION W/ ORIENTATION #2) 1 Min. �o n IM ORO n 4 T 1/2- T 1/2' i i/2- ._S- 1i/2- s ? n 3"x3'xl/2•x0'-4" 4- 3' p I 0{gT�pT; (6061-T6 ALLAY) 2" - - 3' = tI I Alv- ANGLE EA SIDE W/ /,, Q O, aO In ct (2) 3/4'o U BOLTS -41y1}- 3' 1 1 t7 it I I ® TO MULLION N & -''' 'r I I ao V Ii ( - (I) 3/a•e KH'IK BOLT 7Z I I 4' EaMDR Q/6 Or Q/6 or EXPANSION ANCHOR 4' OR I rn- / R/6 Or W/ 6' Min. EMBEDMENT TO I I - o b R 6 Or�- POURED CONCRETE (Typ. a R'/6 R'/6 TOP & BOTTOM) 1 1/2' I I/2' =H m J ii I EXTERIOR t I II -1 u R 4 4- x3'.1/2-x0'-68(6061-76 ALLOY) Alum. w Z, /2-90'-0- {6061-76 ALLOY)Afum. LANGIE EA. SIDE W/ 2) 3/4.0 THRU 9 I ANGLE EA SIDE W/-„(2) 3/4-0 THRU BOLTS TO MULUON WN & (2) 3/4.4 KWIK (ITP.TpPfXBOTTpu)u (Typ,T�/gpT1p,I) t TJ2' BOLTS TO MULLION N& (1) 3/4-m KWIK BOLT TZ EXPANSION ANCHOR W/6' Min. I! BOLT TZ EXPANSION ANCHOR W/b'Min' EMBEDMENT TO POURED CONCRETE (Typ. 'f E0. EO. 1 if2' EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) N TOP & BOTTOM) 11 0 -_—L �3f' --1•-•2' (ENO MULLION ONLY} (INTERIOR MULLION ON POURED CONCRETE # ` f (f'c = 3 k,l Min-) SECTION X1-X1 W/0 ALTERNATIVES SECTION X1Al W1 aeQ o TwGKNEssENO & INTERIOR MULLION W/ ORIENTATION #1) 4"x8" END & INTERIOR MULLION W/ ORIENTATION A2) EDGE OF SLAB L 1 1 t f i J 1 EDG£OF S(AB IF APPLICABLE APPUWLE10 FOR (2, 3/4'4 KWIK BOLT TZ C PANSIGN • SIDE RAILS(E�&�FjAND BOX NOT SHOWN FOR END RETENTION SYSTEM Min. E.D.- in. E.D. --ANCHORS 6 INTERIOR MULLION N (ORIENTATION )J2)• CjT�YT"�S t 9• Min. E.U. Mfn. E.P. OR (7) 3/4'e KWIK BOLT T2 EXPANSION Lyfftf ,��• Ff .. �'' ANCHORS 0 END AND INTERIOR MULLIONS y¢ 0",.••••• •rM. FLORIDA BUILDING CODE (Non High Velocity ITurricone Zone) 0&ON (ORIENTATION d1 & B2) AND 1y FLOOR TO CEILING I TRAPPED MOUNTING:MULLIONS(tv>]OR0 END MULLION n (ORIENTATION )f2) k�` f +� In 2016 11LIEC0'w' SBmm ER&NER SLAT BERTHA ROLL UP Dp--A 91: 4!67 -..x F.R.I. 10/16 SECTIONS W-1 y : !' O IMc. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. oe/AIE T it% �. TMUT T1 M"D&DMINEEWHO COMPANY .268"Ed1ROtO:t>xiYE DA1e END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION/. , r �,.x°° �-u'° ^�'" "m rL"'01 16-063 APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 8 �R •m. _:i>i1 Ek un«1719`a�'an r«o«r.(enyeae-nn rwT:(dallzoe-ewe DRA"D G«c Ee-000d7lo 1 9V. TE "ALTcm A P.0 " SNCEi 7 Or 17 SCALE: 1/6• d� TLORID+.De. 4.167 -- -i...�rYrYrr Y� Min. E.D. Ixn. E.D. - I''----a' -_�1"�-_ --q"---•-; (-'(SEE SCHEDULE If2} - (SEE SCHEDULE R2}`j (4)ANCHORS--'N -- ( 3',c3"rt/2'+0'-4' -2" j Min. E.D. _ Min. E.D. -jf (SEE SCHEDULE ('t)� Y (6061-M ALLOY) OSEE MMIMUMQ(INIERIUR)&,g(END&INTERIOR)TRIPPED MOUNTED MULLIONS f(SEE SCHEDULE #1)-�1 I`SEE SCHEDULE /I) EDGE OF SLAB - - 3, ntum, ANGLE EA. I SPAN COVERED BY SCHEDULE TV FOR INSTALLATION CASES 1,1-&D ON SHEET I& EDGE Of STAB 'T T Ilf APPLICABLE 51GE V/ (2) 1/2•0 (UMNCp 10A6,MULLION SPACING RG AND SPAN INSTALLATION): IF APPLICABLE 7NRU BOLTS—� it ii \��.�,�`#�` I I TO MULLION N FbV911GI0N CASE I -FtESI0ENIIAL AND FDMNERCVI APPLICATIONS N1TH 160.8 p.s.l, } yl I( \�'��,� ,\ I i KATITmUM A.S.D.DESIGN LOAD.12'-D'INAIOWM MLRSIOH I 'iEXTERIOR SPACING.SEE SCHEDULES 11 &12 FOR ANCHOR SPECS. II ii 3' ! POURED CONCRETE 3•x3"rt J4":O'-8' i i 7HSIALAIM OISE 1.-RESIDENTIAL AND COMIAERML APPLICATION W/160.8 P.I.I. 3 ksi Min.}, ALLOY) ---------333 EXITRIOR UkXUIUM AS.O.DESIGN LOM,8'-0'MAXIMUM MULLION SEE SCHEDULES (1061-T6 —''� t 1 r2• N 8' SPACWTL SEE SCHEDULES 11&12 FOR ANCHOR SPECS. I q /1 & f�2 Num-ANGLE FA SIDE r it W/ (2) 1/2'4 THRU { II ( BOLTS TO MULLION UM 11/Y IT � Tb?✓YLAKT!Ct3_D-COMMERCIAL APPLICATION FOR 310(1.0 p.0.YAXGMl6t ASD. DESIGN LOAD,V-0'UUMM MULLION SPAM 11 —6• # SEE SCHEDULES/1 At 12 FOR ANCHOR SPECS. ExtsnNc----"n I ( ALTERNATIVE SECTION X1-X1 W/Q) j2' i GLASS o Min. I MOR N� (4"x15" INTERIOR MULLION ONLY W/ ORIENTATION 0 2) 1 1.1/2' F o n I (2} H DU 2• 2-. * SIDE RAILS(9)& FQ AND BOX NOT SHOWN FOR n 3'K3'x1J4'KO'-8' _ I __g• i `SEE SCHEDULE�z) * CLARITY. (6081-T6 ALLOY) ALTERNATIVE SECTION X1-X1 W/ = II I Alum-ANGLE rA SIDE 3• o n W/ (2) 1/2'0 THRU II BOLTS TD Muwor+ NQ (4--x8` END & INTERIOR MULLION ON W/ ORIENTATION SCHEDULE /1 Td? p 4- N Q/6 Or 4�6 or ! i E)(TFRIOR IN SLAB NIH,EDGE = INSTALLAOON YM.ANCHOR z TNI EOID.3 AMCIN4B ttPC&SIZE(Tip.tOP d BOTTOM) CU. DISTANCE FOR R/6 Or R R/S or (4) ANCHORS t T/ CASES RW'p. ANCHOR u� R'/8 II I Rr/B (SEE SCHEDULE /1) 3/8.0 MLA RNC KW1K HUS-H SCREW 3f't POWER '(- FASTENER WEDGE-BOLT ANCHOR FOR N�d N(�(INTlRIOR) 2 1/2' 5 1/2• II.N.,, Ij 1 tf2• ULUONS W!ORIENTATION J2. j I1 I B• ! 4' t/2'0 HULTI NC KWIK HUS-H SCREW 1/2.0 POWER I 1M FASTENER WCDOE-BOLT ANCHOR FOR�N(ENO d INTERIOR) k I ALTERNATIVE SECTION X1-X1 W/o MULLION W/OKWAT)DN/I. p 1/2.0 IOLTI INC KWIK BOLT TL ONLY FOR@)&©INTERIOR X1 u ( X1 (4& INTERIOR MULLION ONLY W/ ORIENTATION 2) MULLIONS W/ORIENtARON/2)&(F)(END LUON W/ 2 1/2- 5 1/2' (TTP.TOPJ83TT0M)II (ITP.TOP/eorm) ORIENTATION11 3 /I). POURED CONCRETE Il I (6061 TB'ALLOY) Ea 4• 1/2'0 HAA INC KWIK HUS-H SCREW er,�t/2'0 POWER (PG a 3 Wi Min.}, 1 (6061-T6 ALLOY)Aum. ASTERCR WEDGE-DOLT ANCHOR FOR M&(N�(END OR 3' e' SEE SCHEDULES p -.-� UNCLE CA.SIDE W/(2 i• INTERIOR MULLION)W/ORIENTATIONS/1 OR/2- _ 3' 5/8'4 TH U BOLTS TO �I & �'2. I 1• MULLION /2.0 HIR INC XIHK BOLT T2 0 Y FOR w&N IHIERK)R MULLIONS Wj ORIENTATION/2)&%(END M Wf 3 5!4• 7 1!2' ORIENTATION/1). V N 6•B-LXTMOR II B' 1/2.0 10.71 INC KWIK HUS-H SCREW OR 1j2Y POWER t( i LEDGE OF STAB ` FASTENER WEDGE-BOLT ANCHOR SFE 0 NOTE ON I 1 i` I Ir APPLICABLE 1 CHEDULE b'ON SHEET 25.VALID FOR ENO&INIEFIOp J• 6• EDGE OF SLAB( UwoNS 1d&NOW/ORXFMATI..it OR/2. Min.E.D. _J Min. E.D. IF APPUCADLE (SEE SCHEDULE B1) (SEE SCHEDULE (RI)� (4)ANCHORS Mn. E.D. Min. E.D. (SEE SCHEDULE ¢I) ^ I• SCHEDULE /2 I"-(SEE SCHEDULE 02)-_ (SEE SCHEDULE /21 1 1/2• 4' 3' * IN CAAl51EA5 dN MIN.SLAB H.ANCHORI EDGC THICKNESS ANCHOR TYPE t SIZE(TYP.TOP&Borrow) EMBEDMENT 815A PFOB ALTERNATIVE SECTION X1-X1 W/�l REG'D. _ remcm INC mx ms-H SCREW&51e'+PowER 2 1l2• 7 Xl2• FLOOR TO CEILING/TRAPPED MOUNTING:MULLIONS(M)OR(ri} (4"xS' END & INTERIOR MULLION W/ ORIENTATION 1) +`&° ' ASTTNER wEDCE-BOLT ANCHOR W!OMENTA710N N.(+ SECTIONS W"1 ESI++I> � 71((J�-.� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) AAL f�• ••F 412016 XTECO°:C. 68m1n ER 8 NER SLAT BERTHA ROLL UP �m By O END&INTERIOR TRAPPED MOUNTED MULLION INSTALLATION f Tom: 1 F.R,L L E C O F q AMERICAN SHUTTER SYSTEMS ASSOC..INC. 06/10/1c APPLICABLE TO A LIMITED LOAD,MULLION SPAN AND MULLION SPACING INSTALLATIONS _.. - IAT( ' -- °TaIWa.( CaB,mNI1p6.E4w1nN0.«E0x=6. L.DMI4F..6O.1.L4m6.T rC.O..N.nPAM,.Yc ••68 nR.<ESIROND1 Sw CRM SCALE: 1/8•- Irt.s HDNC: ®� an sNmpT 61AW-ap4ICo6rN3 (L77)968-2772 iA% (S61)4-D3D (0-000671%END RETENTION SYSTEM y 0..10: T .n6T fs�rlrfit rr d EDGE IF APPLICABLE 2'x MLILUON DEP1Hxl/8' Cont. j-ALUM.TUBE (TOP & BOTTOM) Wf i;4'cx3/4"IrW BUILUER TEK SCREWS 5/I6"0 TAPCONS XL N'/ 2 7 34" 1/4 f�W/ t'0.0.x0.060'GAly 1Ii7ED STEEL 1 2 }/2' W, EMBEDMENT © 24' o.c. WASHER p 24`o.c. MIN. E.O. Min. E.0 .1.. ... Ir 1 1/2' \� I EDGE IF APPLICABLE t 4'- EDGE IF APPLICABLE CONTINUOUS POURED I w 7 3/4-Min, E.D. k;4L OONCRETE I c=3 ksi MIN 10 _-2 T-7" 8"Min. THICKNESS ( - 7 3/4'Min. E. REO'D. }. 2• END CAP Ix 2' POURED CONCRETE 1 m `� } (f'c = 3 ksi Min.) POURED CONCRETE 7 3/4' \ 8' Min. THICKNESS��y EXTERIOR (f'c = 3 ksi Min.) 4'pOR Min. E.D. E0. -E0. I REO'D. 8' Min. THICKNESS REO'D. 1 I a(iaaoR Q 2 �x MM OR(N�--- 2' — _— M ORO4. ORS azo a I i U -- 2- 7 314' Min. E. Q/6 Or 0 ( { Q76 OF 7 3j4'Min. E. .- III o'b y R�6 Of 1I } I R�6 Or L._ y 4•x4"x3/6'(6061-T6 ALLOY) �- — (061-6 Mo R'J6 =i'-' -. Rrj6 -— EDGE IF APPLICABLE 6061-76 ALLOY) 'Alum. ANGLE EA. SIDE. Alum. ANGLE EA. SIDE. ut p 2' - _,.. EDGE IF APPLICABLE-' rotia It- in, } } E OR(F o=�' uss'� i } (WALL MOUNTED SHOWN, MAY BE SECTION X2-X2 W1 (M)OR R* ALTERNATIVE SECTION X2-X2 Wt 9 OR ALSO INSTALLED TRAPPED MOUNTED ?� 77 I I SENO & INTERIOR MULLION g� PER SECTION R'-R' ON SHEET 6.) (ENO & INTERIOR MULLION) (W/ ORIENTATION 111 2) 1 1/4 x1 1/4"x0,062"xCONT. ALUM. (W� ORIENTATION N 11 /4 v Min. E.D T,._._.... / x6" or 4"x8"1 X 7 3/4' -ANGLE w/ 1/4'0x3/4" ITW BUILDEX (6'x4° or 8°x4') \ 1 MIN. E.D. TEK SCREWS 0 24' ox. TO TUBE. —_ -- 1 1 1/2' CONTINUOUS POURED-- ( • SIDE RAILS Eg)&®AND BOX NOT SHOWN FOR CLARITY. 7' CONCRETE(rc-3 n)\ I 7 10' Wci bi 8'Mn.THICKNESS REO'D. ITITw) - X2 END RETENTION SYSTEM (r?. ) 1 1/2' 1 i/2 (ITP.TDP/607704) of, of "Xrl/'�� 3/4- 4'x4"x3/8•x0'-10'(6061-i6 ALLOY) Alum.ANGLE 1, OV L ERS"%.' -- MIN. E.D. `-EO -EO EA SIDE W/ (2) 3/4-o THRU BOLTS TO MULLION ,41 & (2) 3/4.0 KWIK BOLI TZ EXPANSION ANCHOR ; yt,,.��sr \,\ �\ Wf 5'Min. EMBEDMENT O POURED CONCREJE !!WN * FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL. (TYP. TOP & BOTTOM). '* EDGE IF APPLICABLE ' WALL MOUNTING:MULLIONS_i OR¢d} a:ow mnco.NC OPAWN In: POURED CONCRETE WALL ' w 58mm ER&NER SLAT BERTHA ROLL UP T. SECTION W'2 e��55 rr�'/ C O IIIc. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. n6 ,ti,c END&INTERIOR WALL MOUNTED MULLION INSTALLATION O..:iwxi v,_,anI,irNai•OP11aN°0i+nV-W+KuP,A�N,wT Pkonc:tnL5n47]l6sPessWM-CsS6TTCnAKOTWrASx;LU 33 u ,s-as3 txixc APPLICABLE TO ALL INSTALLATIONS EXCEPT THOSE W/LIMITATIONS COVERED ON SHEET 10 ' rSNECt 9°°i"°Y r SCALE: 1j8' rLOR(xa Lk. 44167 6UILUE•. TE8 �CFiE nS CDCC IF APPLICABLE� f! Wf t"0.0..0.060 GALVANt7Ei1 EDGE IF APPLICABLE-, 2"xMULLION DEPTHxt/8-Cont / WASHER C 24-ux. -ALUM, TUBE (TOP & BOTTOM) w/ EDGE IF APPIICA9LE 7 1/2-Min. E.D. \\1\X1 2 1/2\\\ •\\\.� 5/16"0 TAPCONS XL W/ 2 t 7 1/2" Min. E.D Min. EMBEDMENT R 24" Ox. •I - --— -- - - MIN. E.D. 1—_.. \ 7 1/2" Min. E.D. L 1 2 _ POURED CONCRETE _ } ( (Pc = 3 ks( 1 POURED CONCRETEI 6' Mm. THICKNESS EXTERIOR a 1 iii/2' I ` / (Pc 3 ksi Min.) \ 4•p(IMOR REO'D. 6" Min. THICKNESS L. - I REO'D. 1 1/4• ORO z N CONTINUOUS POURED EJEO• I END CAP - 2- 2' 7 1/2" CONCRETE(fc=3 ksi wl.) f I 7 1/2- Min. E.Dr____ 1/2-Min. E.D. {L Min. E.D.6" Min THICKNESS __ _ 4'x4'xl/4' (6061-T6 ALLOY) F 4' 4"x4"xl/4- 1 �' um.ANGLE EA SIDE. Z REO'D. \I 7— (6061-T6 ALLOY) /7 F� I M OR N EDGE IF APPLICJrBLE-1 Alum.ANGLE EA SIDE. EDGE IF AMICABLE) a j i ALTERNATIVE SECTION X2—X2 W/4%OR ALTERNATIVE SECTION X2—X2 W1 y (INTERIOR MULLION) END & INTERIOR MULLIONS) i I (W/ ORIENTATION A 2) (W/ ORIENTATION # 11 aN 0/6t ° I Q/ or (4"x6" or 4"x8") If I I 1 o R/6 ; ( I R/6 s SIDE RAILS O& E)AND BOX NOT SHOWN FOR CLARITY. x OR R'/6 II OR R'/6 H_ 30 9z. I f EOROF . r � D N cx S+C M n (WALL MOUNTED SHOWN, MAY BE O SEE MAXIMUM a(INTERIOR) &(E) & INTERIOR) WALL MOUNTED MULLIONS � n ALSO INSTALLED TRAPPED MOUNTED SPAN COVERED BY SCHEDULE 2b' FOR INSTALLATION CASES I' & II' ON SHEET 16 PER SECTION R'-R' ON SHEET 10.) (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION): 2 t/2'•\\\ \ I Min. E.- t' 1 1/4"xl 1/4"xO.062'xCONT. ALUM. iNSTAL A110N CASE T" - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH ±60.8 7 t/2" - F ANGLE W/ 1/4"00/4" ITW BUILDEX p.s.f. MAXIMUM A.S.D. DESIGN LOAD, 12'-0" MAXIMUM MIN. E.D, t TEK SCREWS 0 24" ox. TO TUBE. MULLION SPACING. VALID FOR CONNECTION TO CONCRETE N 1 11/4, W/ HILTI INC KWIK HUS-H OR POWER FASTENERS WEDGE-BOLT ANCHORS. 1 ® INS'FAll.AT10N CASE W - COMMERCIAL APPLICATION FOR ±100.0 p.s.f. MAXIMUM 3 1/2"6" _ A.S.R. DESIGN LOAD, 8'-0" MAXIMUM MULLION SPACING. X2 - I 1- X2 VALID FOR CONNECTION TO CONCRETE W/ HILT] INC KWIK TOPACTIW) -`- (41.TUPfB000M) 77A77xii t 1/4t " _ t 1/4' BOLT TZ ANCHORS. 1 7 1/2" WOUS POURED 4'x4"x1/4"x0'-6"(6061-T6 ALLOY) Alum. ANGLE ttt111 ' .••••'"•••. d I'1 MIN. E.D. CONCREIE(PW—c-3 ED ED EA. SIDE W/ (2) 1/2.9 THRU BOLTS TO MULLION ON ANCHOR ,1 r VCEN3F S END RETENTION SYSTEM Ain.) 6"Min. THICKN \ & (2) 1/2.0 KWIK BOLT T2 EXPANSI `,t \� \REO'D. \ W/3 1/4^ Min. EMBEDMENT TO POURED CONCRETE WALL (TYP. TOP & BOTTOM). ;*" No.44167 •" EDGE IF APPLICABLE * FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING:MULLIONS MOR�J} POURED CONCRETE WALL +• ID;Ole wroo«C. i QR, ,- ^•OflIDP.�` SBmm ER&NER SLAT BERTHA ROLL UP SECTION W-2 0 END&INTERIOR WALL MOUNTED MULLION INSTALLATION _ �L E Cir INc. AMERICAN SHUTTER SYSTEMS ASSOC..INC. o.7c +� /� � litSJT 7C5TIN0 t CNgNEOtiM4 COYPANT +:a8 N[STL0K _33 •r ��"� >o- .� �.. >x r w acs pNM 772 f Tl_ 61)2 16-063 APPLICABLE TOA LIMITED LOAD MULLION SPAN AND MULLION SPACING INSTALLATIONS ^-- fxn,or-'n9 p"Ory[;(a77}999-8777 rAi:faar)Tor-Neo <-r+wn:tat«oa9d.cor*+ �n .•n o9axeq r+" - 19-0006719 SCALE: 1/8"- t- rf cr:n[Fu;..Tvn¢mxTE .NTm A TIL17 N.,P.E. SME1:7 to or 97 rLomw Mc. 4/Ta7 END RETENTION SYSTEM TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION INTO EXISTING POURED CONCRETE OR GROUTED CONCRETE BLOCK STRUCTURES STEP!:OBTAIN JOB SITE'S A.S.D.DESIGN LOAD(p.s.f.)FOR THE OPENING AND DESIRED PRODUCT SPAN'L'(II)TO PROTECT (SEE GENERAL NOTE#1.SHEET 1?_ STEP 2:ENTER TOCHARTS la OR III ON SHEET 12 TO DETERMINE,BASED ON 114"SLAT SLIP(in),ANCHOR TYPE AT SIDE RAILS,A.S,D.DESIGN LOAD(p.s.f.);AND THE MAXIMUM SLAT SPAN"LPAAX"(It), THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS la, lb & Ic TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER A.S.O.DESIGN LOAD:SEE STEP(1)ABOVE. LmAx:THIS 15 THE MAXIMUM ALLOWABLE SLAT SPAN FOR WHICH A 1/4"SLAT SLIP MAY BE USED,FOR A GIVEN A.S.D.DESIGN LOAD. • MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART le (SEE STEP 4). STEP 3:OBTAIN INFORMATION ON PRODUCT'S SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Ila.Ilb,Illa&IIIb ON SHEETS 13&14.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE,SUBSTRATE,MOUNTING TYPE, A.S.D.DESIGN LOAD&PRODUCT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING(INCHES ON CENTERS).SEE GENERAL NOTE 5 ON SHEET I FOR ANCHOR SPECS. STEP 4:IF PRODUCT INSTALLATION INCLUDES MULLIONS,THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a: 1.MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED SHALL BE BASED ON INSTALLATIONS INDICATED ON CHART Ic ON SHEET 12. IT SHALL BE MEASURED FROM BACK OF SLAT TO GLASS. 2.ENTER SCHEDULES to THRU 2c ON SHEETS 15&16 W/A.S.D.DESIGN LOAD;MAXIMUM MULLION SPACING(MAX.,12',B'Oft T), AND DETERMINE MAXIMUM MULLION SPAN(HEIGHT)W1 ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(@(g),MULLION TYPE&MULLION ORIENTATION, 3.SEE SHEETS 7 THRU 10 FOR REQUIRED MULLION CONNECTION DETAILS AT TOP 8 BOTTOM FOR FLOOR TO CEILING(TRAPPED)OR WALL MOUNTINGS OF MULLIONS INTO CONCRETE FORA GIVEN MULLION TYPE ((gjs) A. IlliI ........... FLORIDA BUILDING CODE (Non High Velocity Hur icone Zone) .2016 I'LIECO R4, 58mm ER&NER SLAT BERTHA ROLL UP F.R. TI16 INC. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. un 7 1 'Tin!EHO NEERING COMPAW 46 WESIROADS DW4 -063 ............ %EST Paw 8U",n-3' 16 PHONE:(677999-2772 FAC-(561)20i-WbO Zt,'Ell t1C'.1*:.1wV.1-'I Ou"z No 7F— AQ F .N.TVREFEIATE WaICR A M17 J,PA9N[f7 11 01 27 rwmL*vc.1 44167 I SLAT PERFORMANCE CHARTS (POURED CONCRETE) SLAT PERFORMANCE CHARTS (GROUTED CONCRETE BLOCK) SLAT PERFORMANCE CHARTS I8. III & IC: (ONLY VALID FOR 1!4'SLIPi SLAT PERFORMANCE CHARTS I8. Ib & IC: (ONLY VALID FOR 114'SLIP) FORA GIVEN A.S.D.DESIGN LOAD(p.s,n,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE FORA GIVEN A.S.D.DESIGN LOAD(p•s.O,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE CHART Ia CHART Ib .CHART IC CHART I8 CHART Ib CHART IC USE YAl➢91Y 9AllE 6[7M.LX POF2IM w4 I(Ll1M ASO.L04 DISE IN9UW USE M LIW VAUIE ecnm[PDOW AMD NEFWNC ASD.I" USC IImmw OAD POSITIVEAS.D.LOW PO'711NE AS.D.L 31ro TNEDGE BOLT ANCHOR 5115'p ULTRACON ANCHOR VALUE 37e'O KWIK HUS BOLT ANCHOR W16-a ULTRACON ANCHOR VALUE REQUIRED UN. KAX SEAT SPAN MAIL ��-_T SPFDt SEPMAiIINi TO MAL'SAT SPllt VA.X1��S�W.. SP N SEPARATION TO ASD. •LH+T.'(f'G LYK•(FT) AAD. 'L-(Ft) 'LWX'(FC) GLASS MFASURED &S.D. CLASS MEASURED CICO TO HACK OF SIAT [m xuL T1aR1D 9XV-Cut nst TMSRa TO BACK OF SLAT (P60 lom 901m1 w E./ ' L!/ Row went ®+/ 7K M.�/ (M) Nam unMr MunyE�/ YPMi.�/ Run Diuul 1YO1AaM/ llflu7!/ Oa) to+ao • >a.�J a c�6o®• >a Lam• A¢.mn s st[wm dao[®.am m 1mn• .a cm m�mal Aad ONavT t c ssu• m cXs• 6[zO• baa ectal 50.0 a'-10' 21'-e' 20'-0' 17'-0' le'-9• 14'-6' I3'-0` 10'-]` 1• 51/4 50.0 14'-6• 14'-r IV-0' D'-r 10'-f e' 35.0 a'-t0• a'-6' 111-3• 1s-3• 16•-t0' t3'-0" w-0- W-W i a t 4 3&0 i3'-x' IY-3• 10•-0' °•-tY 9-e' r-[o r-r r-r +' r •0 n'-10' xx•-0' te•-a• t4`-0• 1S-a• IY-0' w'-O' C-s• [• a 174• 40.0 W-0' Ix'-0• 9'-4• °'-4- 9•-W r-a• a•-9• r-0• +' r 40,0 21'-0' 2/'-t0- ts'-0• 13'-0• l4•-r i['-0• 9•-G' r-10' 1' a' 45.0 11'-3• W-01 e'-t0• r-tt• C-$ a'-Nr C-Y a'-9' Y °t!1• 00.0 20'-0' 10•-10' H'-0• I2'-3• 13W 10'-4• W-9• r-a' [• 7 3!4' 50.0 10'-6• 10'-]' B'-+' T-6• e'-2' a'-a• 6'-4' V-Y I• 8 1/2• IT-3• ti'-4' IT-W 10•-0- e'-r 6'-t0' Y J 1/2' 55.0 W-71• 9'-7' r-it• r-Y r-D' a-3' Ir-1- °'-r I. a 1f°' OD.O tr-q• 1a'-0' 12'-]' lo'-D' 11'_7• 9'-°• T-D" 0'-6' [• 7 172' 60.0 9'-.' 9•-0• r-T D'-11• r-3• 0'-0• 8'-0' a'-d I- ° OS.O 1e•-Io tr-0' tt'-a• t0•_D• tq•_9• -V-V 7•-e' 6-T ,' 7 i!4' e5.0 °•-11' 6'-r Y-i• 8'-D• Y-0' s-10' S_[i• 6•_[i• y 8 70A t�-o" 16'-0' ta'a• D'-9• l0'-4' e'-o• r-3` e'-0' 1' r 70.0 a'-a- 0'-2* r-r m-61 e'-r s'-r W-101 s'-lo' I' °• 75A 1s--0- 15-0" IO'-r q•-r W-0' W-5' 7•-0' V-T0' t• r 75.0 e'-r r-to• V-10• 0•-4• r-6• s-e• s-9' s'-a• 1' °774' 00.0 W-e• t4'-r 9'-0' e•_e. c•_a• T-e' e•_s• e•_y. 1` a 3N' 60,D 7-n• T-e' C-e' s'-2' e'-T S'-5" S'-Y 5'-4• 1• s 5/e- 05.0 IY-6• t3'-D• V-a• a•-4• 9'-O' 71-V W-e' s'-a' i' °/ 834r-6' T-1• 8'-5'- W-2- 3'-4` 5'-S' 6'-Y t' S 11rG0.0 IY-a• w'-r s'-°' °'-°' e-9' -a'-9' e'-a• _7 7• ODA -F--5' e'-tI• _ e'-J' S'-tt' s•_Y s._s• 5-0. I' s t/Y Q5,0 ti'-5' 12'-9' a•-9' 7'-E' a'-6- C-4" -V-C V-6' i- a 11e' 95.0 -r-2- 6•-6• e'-t• S-9' W-10• T-V 5-4 100.0 10'-6' 12'-3' s-6• 7'-5• 61_31 a'-0` -6'-2' D•-D' 1' e' 100.0 r-0' a`-6' 6'-0' D'-0' D'-6• 4•_10, 705.0 7'-Y b'-O' V-11' -6'-i' S-4• -+• 5 5!a` 70:5.0 6'-10• W-4• _V-11• 5•_6• 5•-4• 4•_M� 5_2• 4•_3• [• D iJi• 110-0 C-s' 11'-J' e'-0' T-0' r-9' S'-9• 6'-0" 5'-0' P 5 s/B' U0.0 a'-a' 6'-1' S'-9' 3'-5' 4'-e' S'-I' A'-6' I• °i/I• 1150 D'-P it-0' 7'-,W r-,0• T-r 3'-a' _..a-n' S'-2• f- 5 5!9 TI 5_.0 6'-a' S'-iiJ s'-6'- - S'-4• 5'^4' 4'-4` 5'-0' Y-D' 120.0 0'-7` 10'-9' 7'- 7'-6' S'-5' S'-10' S'-0• I' 5 5/C' 1'10.0 6•-4- Y-10• 5'-7• 5'-3' 0'-3' 4'-0" 4'-11• 145.0 . - /0'-T ]IJ __jT'-C 5'-4' S'-9' 4'-ii- i` s Sj2' T25.O C-]' S-6' S-Y v-r_ Y-Y 4'-0'_ �V-1o' Y-W i' y 150.0 0'-10' 70'-6' T-]' -]'-3• ]'-e' A'-10' 1- °si/2x 150.0_i7- 'r-e. S'-4' !'-1• ^s-0' ]-10" 4'-D' ]-a' 1' S- t35A Y-9• T07 T-0' S'-2• V-T i• D tf1' i35.e 8'-O' S'-S S-]' S'-0' a'-ti• 7-0' 4'-a• JV-7- i- s' D'-10• 5'-0' _ V 14MO 5'-11' S'-4' S'-2' _4'-11' 4'-10' 3'-6• a'-7' 7'-)• 1` •+• 1.ABOVE INDICATED MAX. SLAT SPANS MAT' BE USED AS LONG AS ANCHOR SPACING SCHEDULES 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES DICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT ON SHEET 13 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT ON SHEET 14 IN SPAN AND DESIGN LOAD. SPAN AND DESIGN LOAD. 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE vATH 3/e'0 WEDGE-BOLT ANCHOR OR 2. REQUIRES SIDE RAILS FASTENED TO EXISTING STRUCTURE WITH 3/8'f Hwn KW1K HUS BOLT 5/16"o ULTRACON ANCHOR. INTO POURED CONCRETE OR WITH 1/4'0 HEX HD. HWH SELF-DRILL ANCHOR W/ 4' MIN. E.D. & 3 1/4" YIN. EMBEDMENT OR 5/18' ULTI7ACON ANCHOR W/ 3 410 S.S. SCREWS AT MULLIONS CONNECTION. VALID FOR WALL MOUNTED, TRAPPED MOUNTED, 1/2"WN. E.D. $ 2 1/4"MIN. MBEDMENT INTO GROUTED CONCRETE BLOCK OR WITH AND BUILD-OUT MOUNTED. 1/4.0 HEX MD. HWH SELF-DRILL 410 S.S. SCREWS AT MULLIONS CONNECTION. VAUD FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD-OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION FAlull4llr.�� BETWEEN END VALUES. IIA[I� 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION 11111t��',[l N,,TI(�/T' BETWEEN END VALUES, SLA' 1 * 4'•••�`jS:IIIt •r• ✓,p'3y 1'--SPAN_T Y44� t• LC'•'•.•5S .. C-2 y�� 11 FLORIDA'BUILDING CODE (Non High Velocity Hurricane Zane) N4zala mTEco WE. ORArra 17: ,SLAT SPAN DEFINITION *� �* T 58mrn ER 8 NER SLAT BERTHA ROLL UP F R L ' I I L ECO Enc. AMERICAN SHUTTER SYSTEMS ASSOC.,INC, o°/I9/16 END RETENTION SYSTEfNYn •,. ��o ,�-�, DATA PWT TESTING ENOIN[CRIX9 COMPANY .265 MESTR004 MMC tt exe K..».. an_.wa+o.�....,.an« GEST PACs uEAcn.r1 53+°7 •• i{ Svc•.x(t¢)--V..14.1{3fD)ot•1ss1 Pn0•+G(877)999-2772 FAA:(5Li)200-e3E0 [ -matt:t4tec00a01.c0m DRAw1YC Nv 0 -000"" o-n It tllil�,[;{,ai,;�,v,'.hATtVt:FNATF -TER A XtU7 hN[C ..P.0 Si 12 O(77 FLOR16A CK. 44167 END RETENTION SYSTEM MAX.ANCHOR'S SPACING SCHEDULE11a FOR A GIVEN PRODUCT MOUNTING TYPE,W/3/6"0 WEDGE-BOLT ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT BUILD-OUT MOUNT DEEM SLAT SPAN RANGE ASD. SLAT SPAN RANGE LaDLOAD 0,-4,f > 4'-5't > 5'-6't > 6'-7't > 7'-9'1 > 9'-12.1 > 12'-16't > 16'-20'? RANGE 0'-4'1 > 4'-5't > 5'-6't > 6'-7'1 > 7'-9'1 > 9'-12'1 > 12'-16't> 16'-23'1 RANGE ® ,® 0 ,0 00 s 30.0 12' rf2- 12" 12" 12" 12" _ 10' _ 6- s.70.o 5' 55" 5' S" 5' 5' 5' 5' 5' 5" 5' _5- _- 4 1/2' - >Jo-w 12' t2' 12' 12' fi 1/2" 7 1/2' 4 1/2' _>3o-to g' S" 5' 5' 5' S' S' S' S' S" 5' S' S" 4 1/2' >4o-ao 72" 12' 12' 12' 12' 7 1/2` 5' -_-4 I/2' >40 60 5' S' 5. 5' 5' S" 5" 5' 5' S— 5" 5' 4 1/2" -- >6o-80 12" >eD-+os ' 12' 12' 55 11//22"' 4 1-/2' 4 1-/2' S' S' ' 5'' 55 '' 55 '' SS' SSS'' 5- S12' f2W 12 >80 5' 5' 5- 5' 5- 5' 5' >105-120 12' 12' 12" 6' >105-20 5' SS' S'5 SS >2-f12' 12' 11' 7 12' S 1/2' >12a - - - TRAPPED MOUNT ots+ctl SLAT SPAN RANGE RAIE 0'-4't > 4'-5't > 5'-6't > 6'-7't > 7'-9'1 > 9'-12't > 12'-16'1> 16'-23' '—SUL7 i t NOTE• SPAN MAX. SLAT SPAN FOR A ("J.) �r---� GIVEN DESIGN LOAD SHALL .30-1) 30.0 s' _ 6" fi" 6- 6' 6" 6' 6" _ NEVER EXCEED MAX. SLAT 130-40 6' 6' 6- 6' 6' 6' 6' 6' SPAN INDICATED ON SLAT >40-60 6"_ fi' s' 6' 6" 6' 6' S 1/2" SLAT SPAN DEFINITION PERFORMANCE CHART ON SHEET 12. >6o-eo 6' 6' 6" 6' 6' 6' 5 1/2" 5 1/2" >80-105 6' 6' _b' 6' 6' 5' 5' - >105-120 6' 6' 6" 6' 6' S" 5" >12o-1w 6" 6" 6" 6' 6" 5" MAX.ANCHOR'S SPACING SCHEDULE IIb FOR A GIVEN PRODUCT MOUNTING TYPE W/5/16"0 ULTRACON ANCHORS TO POURED CONCRETE WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT BUILD-OUT MOUNT Comm SLAT SPAN RANGE A.S.G. ""--`--'— SLAT SPAN RANGE LARD DESIGN LARD W-4,1 > V-5't > 5'-6't > 6'-7't > 7'-9'1 >g'-12'f > 12'-16'1 > 16'-20'1 RANGE0'-4'1 > 4'-5't > S'-6't > 6'-7't > 7'-9'1 > e'-12't > 12'-16't> 16'-23't RANGE (Tadr.) D D V3.0 D -01 (0 10.0 0 D 40 @3 01 s 30.0 5" 5" 5" 5- 5' 5' 5' 5' =30.0 3 1/2' 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2' - >sD 5' S' S' 5 -_ 5_ 5; _ 5' >30-40 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2' 3 1/2 3 1/2 3 1/2' 3 1/2" >40-60 5" _ 5' S' S' 5" 5' S' S' >40-60 J 1/2' 3 1/2 3 1/2 3 1/2 3 1/2' 3 1/2' 3 1/2 3 1/2 3 1/2' -- - - - - >60-60 5" 5' 5' 5" 5- S' 5" 5" >W-80 3 1/2' 3 1/2 3 1/2 3 1/2 3 1/2" 3 1/2. 3 1/2 3 1/2 >60-105 S. S' S' S'_ 5' S" 5' S' >&0-+05 3 7/2' 3 1!2' J 1/2 J 1/2' 3 1/2 3 I/2 3 1/2 - - - - - - >to5-120 5' 5' 5' S' S" 5' 5' S' >tos-170 3 1/2' 3 I/� 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2 - - - - tzo 1w 5' S' S' S' S' 5' S' 5' 120-140 3 t/2 3 1/7.' 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2 - - TRAPPED MOUNT 1 1j1/c�1♦ rel,/,-., DAN SIA)SPAN RANGE "17 1 �C ✓,O= Lao L1 ,.r'� riENs [ ? RANGE 0'-4'1 > 4'-5'1 > 9'-6'1 > 6'-7'1 > 7'-9'1 > 9'-12'1 > 12'-16'1 16'-23' ♦a 7J It (nor) j .44187 FLORIDA BUILDING CODE (Non Iligh Velocity Hurricane Zone) s 30.0 5— 5- S" 5' 5" 5' S' 5_ 5" S' ' 02016 TOLCO INC 58rnm ER&NER SLAT BERTHA ROLL UP ON YQr 6f' >40-60 5- 5- —5: 5' ... 5. ----5. _ ---- l ti A1'F(SF ; r.R.l .�.` -- --- _ --- "th5i >6o-eo 5' S" 5" S' S" 5' - - � �� _ I L ECO 119e AMERICAN SHUTTER SYSTEMS ASSOC IN °9D4oC1e >90-105 5' S- fj• 55' eJ, 5+ _ .....__ = �S1w •"• nll)T i611M0 a[NaNEEpt1l0 CO PARY 42M KSTROLDS DANE --- --- -- ---- - -------p- ---- .—.. s L E >tos-1x0 5= :i _ /•({}A /'�7�� ."�_+-.w:... ul,nn�.. %MV�LWOrrH.rL11407 _— _ 5' 5' S" - ��rirrrrr / -:aotmr,ir ec0000iccm.�n•� �0K.(6)7)999-2772 r":1661)2vi-r.vu 16-063 >120-140 5- - --- -JS'--- 5' S" 5' - _---- r'1 Si ISL!;10 --- 6 moC°-0006719 DRAWING No A'vITUN CI[.rhTC wRLTE9 A TWT Jr,P.E. — _----------_ -- rLGR0 Uc.0 44167 SREEI 13 °r 2] END RETENTION SYSTEM MAX.ANCHOR'S SPACING SCHEDULE IIIA FOR A GIVEN PRODUCT MOUNTING TYPE.W/3/8"0 HILT]KWIK HUS BOLT ANCHORS TO GROUTED CONCRETE BLOCK WALL A.S.D.DESIGN LOAD&SLAT SPAIN RANGE WALL MOUNT BUILD-OUT MOUNT DESIGN SLAT SPAN RANGE ot31t:i1 SLAT SPAN RANGE LAW0'-4'1- RANGE > 4'-5't > 5'-6't > 6'-7't > T-9'1 > 9--12't > 12'-16't > 16'-20'RANGE > 4'-5't > 5'-6'1 > 6'-7't > 7'-9't > 9'-12'1 ? 12'-16'1> I6'-23't R 0'-<'1RANGE O 10.0 D s Mo 12' _ 12"_ 12` 12' 12` 8" 6" - s Soo 6• 6" 6- 6' 6' 6` 6` 6• 6` 6• 6. r - - - - >30-40 12' 12• 12' 12' 10 1/2` 6` 6. - - --- >30-40 6` 6" 8" 6' -- - 6' 6. 6' 6. ..6- - 6- 6" 6' - - - - IF .6' >40-60 12' 12' 12` 12` 6 1/2' 6' E" - >40-60 6' 6' 6" 6' 6' -- - 6` 6' 6" _6" 6' 6• 6" - >60-80 12" 12' 12' e• _ 6" _ 6• __ __- 6' 6' 6' >60-105 12' 12' 8 1/2' 6` 6" - - >60-los 6' 6` 5• 6' 6' 6' 6" 6' - - - - - - - >105-120 12' 12` 7' 6` 6` 6' 120-140 12• 11• 6' 8' - - 120-140 6• 6" 6' 6` 6' TRAPPED MOUNT DESIGN SLAT SPAN RANGE Lam SLAT t RANGE 0'-4-t > 4'-5't > 5'-6't > 6'-7't > 7-9't > 9'-12't > 12'-16'1 16'-23' t--SPAN __y MAX. SLAT SPAN FOR A (P.-f-) C�� GIVEN DESIGN LOAD SHALL S Sao 6' 6' 6' 6' 6' s` 6• - I9flffR EXCEED MAX. SLAT >30-40 6` 6` 6' 6• ___ 6` s` s' - SPAN INDICATED ON SLAT SLAT SPAN DEFINITION PERFORMANCE CHART ON SHEET 12. >80-105 6` 6' 6' 6• 6' , - >to5-120 6' >120-too 6" 6- 6' - - MAX.ANCHOR'S SPACING SCHEDULE IIIb FOR A GIVEN PRODUCT MOUNTING TYPE W/5/16"0 ULTRACON ANCHORS TO GROUTED CONCRETE BLOCK WALL A.S.D.DESIGN LOAD&SLAT SPAN RANGE t WALL MOUNT BUILD-OUT MOUNT DESIGN STAT SPAN RANGE Omci1 SLAT SPAN RANGE RANGE 0'-4'1 > 4'-5'1 > 5'-6't > 6'-7't > 7'-9't > 91-12'1 > 12'-16't> 18'-23'1 RA aAa 0'-4'1 > <'-5'1 > 5'-6'1 > 6'-7't > 7'-9'1 > 9'-12't > 12'-16't > I6'-20'1 O D D p 0.0 s 30.0 5' 5" 5• _ 5'__ 5- 5- - - s 30.0_ 3.1/2" 3 1/2 3 1/2 3 1 2' 3 1 2' 3 1/2` 3 1/2' 3 1/2 3 1/2`3�2• -_>30-40 5' S" 5' 5" 5` 5 - - >30-40 3 1 2" 3 1 2. 3 I e• 3 1 2' 3 1 2. 3 I 2" 3 1 2. 3 1/2' >40-60 5• 5' S' S' 5- - _ - - >40-60 3 1/2* 3 1/2 3 1/2' 3 1/2 3 1/2' 3 1/2- >60-60 5" 5' S•_ 5• - -- >60_-60_ 3 1/2" 3 1/2' 3 1/2" 3 1/2 3 1/2- 3 1/2" - - - os5' _ 5` - - 5' - - >00-105 3 1/2" 3 12' 3 1/2' 3 1/2' 3 1/2- >ws-12o 5' 5' 5' >105 120 3 I/2' 3 1/2" 3 1/2* 3 1/2" 3 1/2" - --- - - - - - - - - >12o-T40 5' 1 5• 5' - - - - - 110-140 3 1/2' 3 1 <' 3 I Y 3 1 2" 3 1/2' -- TRAPPED MOUNT (IlrDESIGN rrrrr��A� SLAT SPAN RANGE 111�L'VVI 1am 11'1y�Y 'rGENS'' RANGE 0'-4't > 4'-5'1 > 5'-0'1 > 6'-7't > 7'-9'1 > 9'-12't > 12'-16'1 16'-23 F' T •{ •'•. f 5 30.0 5` 5' S' S' S_ - - (D' _ 1 FLORIDA BUILDING CODE (Non high Velocity hurricane Zone) s 30 - : ' >30-40 5' 5- 5' S• 5• - --... _ ; '*F : X2016 lcrzco nK. DRAWN by: 58mm ER&NER SLAT BERTHA ROLL UP >40-60. 9' 5— 5" - __.- - - - - .-- ___ Y �'q• M i 4: _ F.R.J. >6o-ea _5" 5. 5. _ -___-_._—. ._ 9 . 31 os/l0/f5 _ `s_o�; J2 Rio :• t L E C O 1 N c. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. 0A7c ------ — _ >60-105 5` 5' S' - - - - - s TIWT TESTING f[NQiN[EIIINO fAuv�Nt 4768 NcMQQS D 1 >105-120 5 5` 5` _ - -_ _-_. ___ �I V V," ��Ca 11 rl...r fml n�_,vo.rs.i "i.R>1,.. 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CAV) "kX SLAT WIN SHEET 24 (---Mac SUIT SPAN(SEF SCHEOULE ON SWEf 2,)—— j AUX.STORM R4R SPA -- CS (SEE SCHEDULE SHEET 23) TYPICAL SINGM UNff QXWON-fM STORM OARS REWIRED) TYPICAL AfULMK-Wff&CAIM(STORY OARS MON.-SCE&917 2&3 FOR calwamunm AcilenczAnw- NOTE.,SET S1fW 2 A 3 MR C0400004S MOidWCLAnW- "SPAM& MAX.MULLION SPA0004 90.HEAr-HOUSING m4k M.Uv-$H— HOUSING (SEE SSC W-1 SC-'Emx ON 9 24 26) W-2 S W K Q OR om fe (D R bf C -ki Ary Ap.) 0 4— @ 9 Ayp.) 0-T (TO E.-4WD) 1 11 II WHEN uu.SUIT spAN(SEE scHmuLE snar 24) W-2 W.slow&R."CIC (SEr HE scwv< swa ZO) TYPICAL VAIMN(S;M OARS WOUIRED) TYPICAL CONSECUTIlir SfNMX DIRT ELEVARO—M STORM OARS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) HOTC SEE 9217 2 s j TCR C0—DATAM ND'4N 11AVIC "AWN of.. k 58mm ER&NER SLAT BERTHA ROLL UP TILIECO INC, Ni.440U-- 1 06/10/16 is THRU L DATE —7T 7 $rr st�5�ON ECO-�Om, AMERICAN SHUTTER SYSTEMS ASSOC.,INC. NOTE NON END RETENTION SYSTEM TATE OF 42th WESIROADS D�ht — Lsf P�.WCK I'L 16-063 PHOWL,(077)999-2772 TAX'(536311,21'*-8350 ED-0006719 JCNMUP�TC wALIEK A.IILLII A-P,E SHELI 17 Of 27 POURED CONCRETE OR• SIDE AIL ANCHOR SCHFDU F AX( UY GROUTED CONCRETE BLOCK (SE£ E �b..PONDING IMUM ANCHOR SPACING A.S.D. DESIGN PRESSURE POURED CONCRETE OR—.-e GROUTED CONCRETE BLOCK, WALL REWIRED \ �-�—�_-+�_+.r.o:- (III) FOR SIDE RAILCONNECTION TQ PQURED CONCRETE, GROUTED , WALL REQUIRED POURED CuNCkl7E CR- -, - CROUICD CONCRETE ELOCK'L -'t.U:'J•.-. ?.DIXi'--__ CONCRETE HLOCK WALL OR WOOD WALL REQUIRED �\ (USE WINIYW VALUES RETNQM POSm.[PMD RE—-D.LOM) ANCHOR (SEE \ ANCHOR `�1 J '•,, \�,' � `� \\\\ \\ \\` MAI(wuu 4 SCHEDULES) \ I'-" A.S.D. SIDE RAIL U N.E.0.__. .__ (SEE j 1/4's' 1' SCHEDULES) i.0D0" -HEx HD.1TW17 PRESSURE SELF-DRILL 410 ( � RATING TRIPPED BUILD-OUT ' S.S.smws Di.1.1or R3 .s.t- ' wouNr MOUNT mom PovRm ca.cNaE i- }•DDD- O 8•O.C. 6' S' S' i.aDo• GRDurtD Ww,LD. ] 25 TO 40 61 3- S' mMORCrE eLocx G -[o HIS^HO.!MH —OPEN NOTE 67 'sP .w_.. S.S.SELFSCRILL EWS 10 1?COVER W/ 6' S• SECTION'P-P (i):WALL MOUNT G '"- A a e o.C. NTEON°"° >40 TO 70 3 1/2' 3'•• 4- � scWIN 4•.1 6' 6' 6- P-P (2):TRAPPED WALL MOUNT •VNJD fpi 3'-3^WAT SPAM >70 TO 80 ••vxlD mA a-3'vAc SPAn 1Ja, A 3- 3 1f2' 3 1j2" W.v 6- 4 1/2• 6- SECTtON P-P (3): BUILD-OUT MOUNT s" s' s- �,'� �,,� SGSL 3/0'-1• >80 TO 140 LJ'L`lOr`l y 3 3. 1/2 tla'r= 1 K .�or�Mort�M 6 3 1/2' 6" NO MD.HWN SELF DRILL 410 S.S.SCREWS 1/4'0=1" 1/4.0= 1' , Y O 6"O.C. ' HEX HD.HWH I x H0.HWH 1/4'{=i` SELF-DRILL<70 SELF-ORitl 410 HD(H0.HNH S,S,SCREWS 5.5.SCREtY' SELF DRILL 410 I 5.5.SCREWS 2'=4^CONT. 8 e O.C. SILL PLATE REOUIREO 1^=2•_.062'ConL O 1irwa• G 'w�. C A (..- AWm.PNGLE(bO6]-16 ALLOY) � e�•- S � 7/4-a TAPCONS/WMACONS l„•/- C' '^'� ' 'C� `� "J' G C A SCREWS O 12.O.C. SGT}?N R=R :MULLION MOUNT SECTiQ� R- :MULLION MOUNT o u1Dw1DTH OF PLATE `� - . (FACE MOUNT '^'^' INSIDE MOUNT SECTION -0 :MULLION MOUNT ( ) ( ) ^"^ (FACE MOUNT) WOOD STUD O 24'O.C.NAAJN ' 2•=4"WOOD STUDS CCCrCTION X-X ••ANCHOR(SEE SCHEDULES) -2'=4'WOW STUDS r ` / REQUIRED O CORNER �,_1, REOUIRED O CORNER / (TYPICAL) ! \ j \� ANCHOR(SEC SCHEDULES} ••m rl000 W I 2' 4^WOOD STUDS 2. µIM• 1.fpt!03'I fPAX CONSRNCr4N e'OOO NEYffii EO BE SOUMFRk N'NnE Na 2 rJ REQUIRED O CORNER 1 1/4'e A 3/4•HEX HD. SPECIFIC DENSITY W 0.s5 at muN. (TYPICAL) HWH SELF-RRL 11U S.S. �'STTa OWNS,WOOS"&KCW R$AS SHOMM IN M9 S rI. SCREWS O 6`O.C. --2.00 Yin. : --_ I � NON END RETENTION SYSTEM v y EEfrrraur. X EO--- -ANCHOR(SEE SCHEDLIL'/•N p Tt /' G I/•- A NLx HD H44H a YV TRAP FLORIDA BUILDING CODE (Non High Velocity Hurricore Zone) SRF-DRILL 410 S.S.SCREWS--,. (l n1orT� ,� f DRAWN B: -l +� L,f r g'70ib TiLTECO INC. Eo Eo o s-O.c. ', ; j 67 58mm ER&NER SLAT BERTHA ROLL UP FALL EO-FE : •5�= r-=.o• --.�:..e�� oe/10/Ie L ECO 1 p c, AMERICAN SHUTTER SYSTEMS ASSOC.,INC. o.n /`E��J A �pO7jF� l`,, TauT TEs11H0 it RNINLFRINV WNFANT 4268 WESTROOS DR(1'E )( MCI r IF!L 1�,1 '�-OWE' .•4� �•'Fe:`y� 1! ��/ au W..U.II,iu.AO-Mn4n C'^nD6.n-A ntsl PAlll 0(ACH.rl 13aU1 16-063 CJ 1. '` r, 1! f+•+:1�4!01f-ffn,f�f iYA!411-f1=f klfpN«'(877)994-7r73 FAX(56/)249-&180 'tT <-mD�it LfTNCC.Ooei.ccm 09AwiM8 Na I SECTION 0-() WALL MOUNT SECTION d-O; QUiLD-OUT MOUNT '-�SS/p pLA `�'-- ED-°°°e"° _ SIe -1' SlALAL+IG.•:aNLI�IE'Calh N' TOERRALR 4i10T SMFCT to 0f?7 rrl _ i I Pwr TD r••w.M rr ri.•a,l s/.•rA+tiuv ASrIKASs o a'O.C .r,yr tV'Cr?..w.:mr:✓ of-- ---r0R:M IALLAWN TOR INSTALL.100N5 ONTO CONCRE7t. LS j / / / 1 1 7,1 /711 tl i0'-J 12- /rJ' INrO HUOERS USE 1 1/211 I/lit/tl• USE(1) 1/41 TAPCON ANCIIOR. ~so' ALUM.ANCL£W r Nu .ANCLE EA SORE DOLT rZ ANCHOR AT UCH SIDE. ./I•Aw.M OA m5 -•-^^^c----y ..STORM DSR DEPT OR 1 J/SY Kntn RCPN.sfD (7) ij E-C" •7EX UCN SME A7 CENTER Of ANGLL FOR L I A.f 1 / , E1CN WOE. ASO,PRESSURE RAANG UNDER r��1 /J f0A ASD.PRESSOR[RAnhC HT1---� (D _ / / T' t 1`- # V &Ift3 USEVETWEEN I SWC CONNECIMN W/ i Q {S - /OJAfD Gp.CRIt ' Ir..l , i FAME s/OR WIY.sLA7'a srORM I' W"^_ w/I•Nst M.�M+M«• 1,/ ,I .__—�— OW SPAN LWrATK1h5. -- t i FCR ASD.PRESSURE RATIOS �S It 5 JJ' ~``,t (fua.6C0 Ps,Px 25'N:A. ,� O CREATER DUN IOOp r AND ANY SLAT 11 1''1 7 r• LO. _- @ STORM BAR SPAN,USE(1)J/Bb J KWK&LT rZ ANCHOR,Ex SOEi e: !CENTER LIF ANaff J/s•71OF A 21 Y.'r><.yi-fix SCREW SCREW AT EACH SIDE, - UCH SNE rwn�R�as SEC TION ss - S I�QR RXED STORM BAR) SECTION S2 - S2 scu.E: r/z', t• sruE: T/s' r TDR 94TALLAWN 2000• I I ' cPrxr+Y I FDR mLSfA1LATMNS TI'0 CONCRf]G I�G4.J i i �MADER b O S ( f /'ts t S7 W ADEM USE(r1 t/AYrr/8 CALX-!N ANCHOR+, _ 'v Arum.ANCt.E Lt Srof 4CHSIDE AT CENTER Of ANGLE FOR n W ANY SLAT Q STORM QAR SPAY A ASD. MACHWE SCREW W 6 t 1 --•-ft+'+J• I i f U DR V PRESSURE tL4AN6 UNALR iUt1.Y fl/AEDOED O b 1 FOR S.Q PRESSURE RADNC IflN'EfN ANCHOR I s7 i � ___. t loop" ONN£C7MN W/ . ANCHOR GL1J3 k i I 5 `✓�`✓ I I L I a Q OR`✓ TAHE SWUM I tr SDU7Y BUt It j I I I I I P I -SPAM LWRAVONS i rOR ASD.PRESSURE RARNO GREATER I ('•� nts°1 ft70pmI AHD ANY STAT$STORY AETAIt AA . ' I ">✓r - 8F sPAnt USE (tl J/!3'e:t t/+• N.T.S. k t 1 1 7 D OR P i i i -_f.l t'' GtX-iN ANCxOR UCH SNE AT a i i t i I I I '.:J CEHTFx OF ANOtE .K t/P•r-zO oR J/>9•s-ra M+CrwvfE Sc.RrwS ttsm,Nymr T/a"fR J/A•r,r r/�•buK-aM Ahs]LYIS 4 11 i I 1 ! 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Cl7NCENfR1TXW Of(s)D/Is%rAPCON xi 6 O O t I IS t ' SCAtE:N.L S OR FORS TO E170UT U C0 4'0E BLOCX CYWf 7C7ED CD4%73R AT CK IX I 1 J J / , _ I r 1j2'A I i/2', W sr FOURfO orAwt7E WALE is*•O.G IAT W ft2'AA LD`AFCTC?f AT GtIX raw 1 t I / I SgOI on, Uf?1 SME AS FCR ASA Fl26F19",9DA^W M t J�,p'yn STORM 0 2'Et C. AND REST f/!"PMI!/i' ' / t Y-a'lis SrQ3+Dt4 Sfax( •)�i 1 i It � O b t ��. S- rAPCQY D tY Q.C. CR UsE(T)J,/61 AiIN DOLT R 1 I f _ , I MM�o Cp M1� 1-"'— PpAAID ON.CRl'JE' AhOKNS ID FGfRm CD'tTACTE AT CADI h -t- I W,C'MnE33 AtM•NrD 4 I ¢'V. EE __.._ _ w/A•AKATPWK56 fVt i/4 V INKY!AOOCIW 7.000'iRL 541'04 Q AS:Q RRS4AE �I t f fYt�J000?.it NAYJ i / �C4M1 ALUNTAMitE 6PI/1'Y GIK-N AI,ORWS y r{I" ,100D PAi rh1U IH(}T�)�1�/11+]/1'RJr SOH7r , IPOURLP COM'RftE IbT!/a'>•ruX-RI A+K+»a5.... ,6pp• 70 Si(.RT 8485 AT CPE7i SCC J f 4'MAW TNrt7RK55 I , r i?' rT'�" -.• •-4' 7• 11' I[K J/aV MMM mr R .—J.aT!' POLIRCD CONCRCit W/- • R OWRM OR ORPJT '- ---�� ALTERN MaY tO-/la•r UPCION ANCHM---- AT •Rf MM:ID OR __ �' rkEEO t'cMCkar .. USE CONCENRL4rAW Or(2)J/5Y Kwn[ LKDco wALt Ka," 4 BOLT 17 ANCHORS IO PUQRCO G77NCRt7E CI•r l k FLOOR HOUN17MG SECTION V=19,)lNSIALLA17ON aAi�r Rm"REn. t'i� _ *ALA o+'D.C.AT STORM BUT LOCAIMAV SCALE;N.1.S - , 4 �. Ji1I � AND Rt r/. 1r TAPCOo tz Qc.t XO1NMG 5CTN V-YlTl NTALQON // RIDA BUILDING CODE (Non High Velocity Hurricane Zone) FOXED STORY BARS /CONCRETE ANCHORS �� F (sa STznoH r ro+x arnKw t7rE AlDtIPOFJID W! � „ i� -.4----- sr.Nr: Na,44167 uJ a716 vuEco INC. 58mm ER 8 NER SLAT BERTHA ROLL UP URF.R DT: SECTION Y — Y T.A.L sAs1D flxN SfG7UlIS M0 anAss ,�j-""'"'---- AMERICAN SHUTTER SYSTEMS ASSOC.,INC. 06/ID/t° M1D4kA ``j��' "f/~,••' � TIUJT TESTING i ENDINErNW9 CQYPANT 4260 WEST90WS DRM DATE NON END RETENTION SYSTEM = ' ' nESI b7lPAL-D72TIA. : 61po 16-063 Aro..:4Jm7 n+-,Sw•A..,lAa°)Cr+•,�+ FNURC(877)599-2r 7T "r t M-079-8260 /Q� t��.t.' < moa:wi«000aLc«� rw oRA7n c Wo ED -DW6719 :y`r4L MC—IIJU U0A7E WALTER A TILIR J`P.f. SPLEi 19 or 27 •A//+tll rLDRiix Lk. 44167 raM¢L'D cLKRpr r/s'ql J/A 1AFtiav A6'mhL p c'D.G I/r'dl]/••f-"COG'ANYX.PS G D'L E rCK'115f..ancN 1 1127.1 1/ail/d. / //'-.1/81,0 /''/ pig"rORNLSS NVU +ewo ifj•AXR5 VSE 1 1 2i1 1 r 1 ti0 Kw KUN771 STORM DAR OCPJx (OR#+StAcwTpTA 7ON COhCRC, ,WCL£w/{tJ J/CN,A?M CH rE an' �tA^ar3,tA'tFX Num.ANGLE G. SfDE USE(7) 7I4 i TAJ'CLhY ANCHORS, 1.5' W/1`rJ:n.raft) FNr At fACH SrOC 'Y`/jy7/./�'• / �SC.HfII EACrr SIDE. (GCA,var.. UCN ANCLC FOR ANY fI—y� / ! Y �� / / /l j~` - _ / -J/A' -J/i'- / SEAT 3 STORM!HR SPAN k ASD. �[`—t"''D I / / // PRESSURE R4 M'S UNDER BfJy.l. - v hj \, FOR A.S.D.PRESSURE RATWGS 1; J lf' y BETXEEN sow O -"., •J h rD f,USE SME CONNEDOGN W/ v i R ' . I' HXwiD C.MYMiF - ,I "I ,y \ )A9,£bl FOR W.SLAT a STORM a JO".C,D85s � A I L O`\ 8AR SPAN LIMLTAPOAM • .._ � I 7 3 !// T RCWAm... / T ' .�7T7R ASD.PRCSSURt'W111NG ;y 'I y .y �} GRCATER 1,AH 100P.r AND ANY SLA7 n a 570RX 812.4PAN.USE(t)JJBJr BOLT Tl NtCI f EACH SID t 1111 •. n �on AT CEMEA OF ANCLC >- (Jj t/1%.3, JEX EDGE SCREW AT EACH" o top CASE:$ AT EACH SIDE. M'� o ; - w -o �' - .4A+aLJr SECTION S2 - S2 w SECTION S - S (FOR FIXED STORM RAR) SCALE;NT.S. II--z.ovo• I I FtYAT)Y SCALE:NT.S. MR GASES wroR USE 1 1/2'X1 1/2 i I/8'k FOR INSTALIA 'S INTO CC'NL1P£tC. + ANCNINE SCREW A I I w/ON'rrFAKR Tom._ 1 I r�'i'1�/i.l (J) 1/1%.!/1'rrK 57URst 8AR DEPTH USE{2)TI'r'I.7/8'f>Ylt-R!ANCNP45•. a I L•J l.;,j st'+4EW UGi SrDEwn. SIDE ULW STOL UCN ANGLEG XJY SUT d �Y EMBEDDED 0 I 000 ti!\:.J I I 1 •-J%• /I' S>✓� AN R ASA PRESSUfd B8g�aJJ r- 1 FOR ASD.HLESSURF RATING BETWEEN ANCHOR JS tTrco.0 USE SAME C0.VNCC770N wDULL SA FOR IA4A:5UT a STORM 84R7CAASS SPAN SO.P ESFOR ASD.PRESSURE RATING GREATERr 2 J' 00pat AND ANY SLAT a STORY BAR /'-- SPAN,USE(1) r/2'Art 1/2'CALK-7N AtrCttA9',UCN RDE AT CFMER OF #114 71-2!7 OR tf1' 3 YAORAY 1 7 7 7 5L7'ARA7Krf r'CtASS t 7 ! -w— SCRETJS USED ADA771Y SEE SPILP1AE ON I OR//?%1 1/2•CALL(-MI ANOr0.45 I I 1 I A SHEET TI I 1 I Q OR R (2j 1/1%SS.tHRu Bo:.Ts w/Nur --� s££�54KL'DtR�Ero� 11 1 r w/ YAT S SO$ n sari t. 1l I�� -UC S (FOR REAMARLE STORM RAR) ARE RCMD7ar7.(Sa OCT.A). u T 7 t._ A SCALE:N.T.S. G I I MULE -2000'-.. 7 I I lAIX7' l.OEO' !tXX7" J. wall CONI:Rm W/ —} _- PRESSORS MAX. SLAT T SPAN STORM 84R ! SPAN n i i :T i sT t 1 t":l u.aEA•W:NL RLDv I 1 80.0 4'-0- 8'-8" COCC OF- 6'-11'-- u coo i i WALL +\L�/v"®R 100.0 X-0- _ 9-2- AL fA4 ANGLE AT '¢•-O" 6'-11-.. 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TD PoIRIS 4aALglt'AJ -J 1/7 t ♦�t'i.,?i77 P+.x Ybt) ' li' 17' -1• 1” M A• t7'--1-17' fOR t/fY fY59Y AAOA}RT J.Yn JW M7..9W t ASA A2SR8� A/ /2 W rK.+[55 oA II 7r GrLK-.t N2uvra � R41M CTW&i1fi1Y. r � ^`9 iI 1"{NM. ALOIAGST t6f !/yrJfj•PJC cT/JW t0 r4DRCA CGYEWLtE Pi+ ,,. - / ALTFRNATIvELY TO 5/!a1 JAPCtk1S VS£ (f..JOOO Ger Ysl, IW!/aY Asst OOIt R AM7A45 3/6' f 570 &4'At C+CR SOC ^ . WY.TNKRNEST—� X 6Yatr ALW+.N, CONCENrRtJX)N OF(2)J/a%XirtK raP//:Tr CMX-N ANOT95 •LRO,---^ REIXCACD 04 CRO, - BOLT 77 TD POURfl1 EDIJCRfTE NiVI O �� //�/a��\ PoLIKD CONCRETE W/a•YtN. rum Co"CR TE �----"� a'O.C.AT 5JDRer DAR LOUR,NT+WD � now Zz ;7 TtaCTrxfA'RCOIXRID iW f1R' FxSLD -� 6LOCX• L RFOVwEA A REST 1/1%At III'TAPCgv O t2'aC. S T.S Cf'I M&FLOOR MOUNT/N• I10N Y-4M INSTArL!TION cDnswETc!nowt w REouw£e WZ RYF,jT OR REMOYA_>�E STORK BARS W/(YTWAM ANCHORSy K Lam S£GAON Y-Ylt) WTAUA TTr W/RXLD STORM BARS g%rCONCRF/E ANCHORS'A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SEE SWIXW ( T AVOCRtTT K RVW tONNY) scar:N rs t41 [v/'•• 2016 iIERCO wG. ORAS rn: 0 58Lnrn ER 8 NER SLAT BERTHA ROLL UP F.R.L. SECTION V — Y �qq 77 ��"�` s�cEl's+uN ucllays MO acrAts �y"•"� ..tom-' 11LIEC E C O INC. AMERICAN SHUTTER SYSTEMS ASSOC.,INC, uspopc AAE SA-TO-fs.asrN NT R OA7C S1Iiw»+4 A rrr,.tYrti i•k_ Tn S17N TE7TiNO a CNOINECRMD COAtPAHY 420 EST wE5TR0AD5 ERNE PALM BEAC7L rL.]SAO/ 16-OE�3 NON END RETENTION SYSTEM Yo FtOA / 171 P„�L (aJ7)699_2772rA. (56,)SMJ_D160 v `••• m 7k tit.c000OlCvm OWINIMG A. OCff-0006719 -/C[� ......•j+p, ,IOUATUR,EIOA'IE WALTER A TILL"Jr.•P.C. SHCCI 20 Of 27 C tp rLOR*A Uk.Ias I67 rcYRr6 rfPsrlr '---------7OR asraurr_.,N . .•MSI R°LXMS: 1/1.1 J,/1.OI°CON-rNJ.R]O 6'0.C. i .1 J��'lAl':I.v w.w;,y;';a<o Q-: f FOR INSTALIARONS INTO CONCRE7f, rcoll>am --------—- ____ LN:G:ee•LCRs USf1 1 1:1 r (•'r�]rO0 h1G.r �� / (..'j 1/1'°'_11-ICK USC(eJ 114-0/,{FCGn ANCHORS,F.t:H ALUN/A'UY ANCLC W Y w T-a 7/9-' 0'-1' SIDE. CN ANLL£TOR ANY SLA7 A /(I)J/P° 'CPCN UCN SIX. Num.ANGLE GCR SrOE KWIK Doti II ANCHORS AI / // PP / // ///,/ / / ` ~`1'-J•'A •'/�-' RA,NG UANOCR A50pA;A5.0.PRCSSUFC J/P•J/�, UCN S/DE,LIMITED r0 19- _ FOR AID FRCSSURC riDNG OCSIGN DMON LP1D AND 7'-2'W. Iq.wm nwcAL7[ / I' .� LOADS B[7NV4 50p.f STORM BAR SPAN n %I'YNnrturss I 1 , _. g ID fir, Il$C vY£CONNECTION w/ T . RCOUNm _ \ II .�-__•� (h•JOta h1A IcN.J 11''` ___._ TAKE FOR AW. SIAr t STORM BAR \� SPAN EAR ASD.HPDR SSUR£RATING GREtTCR __ _ n S I 1 T I w W- - \-Ocf IDOpII AND ANY SUt SPAY.h _. I I��1 II V/ rJC.o:n. A� 'I • - _ STORM BAR 7'-B'YO,.SPR; USE (]) - 0 AT CE TER BEAN L AIlCM7R,EACH SZ£ AT aNrrn or ANGLE �w DIRU BOLtIS W1 NU7�c4su SECTION S - S (FOR FIXED STORILI &dR) °F hIRU/BOf 15 5 W/OLIr NCAOrJt rOR B•'SrALLATRW sG[f N.T.S. WALL �-xaoa i i A °°/°u Gyro nvneRs CASE CASE(T) 1/�e,7 nt r-IN A%VIOR•. SECTION S2 - S2 I FO.R 1NSTALUTIONS INTO CONCRETE, SC 1/1 ACH SIDE rnf z':2'K r/B•,D'-1' SCALE:NT,S. n 1 1 /OR rASCS I I O O �_/til' SCREW LACIt SIDE. FApI SIDS AMGLE TOR AMY SLAT h 11 I 1°/OV1 WARD? I I ' ]/1'-I STORM BAR SPAN Q ASO PRESSURE 1 1 i fes) i i U FOR RAID 1LSS 0 £RATIHC BE7MIEN vw ' /il I S �, 1 o^ SWI' LAas'I+� I I O `O/ 9 I 871 I _- _ /J16YE 6B MR MM:SLAT&STEW BAR OUST II I I V LY! V I I j SPA/LWrA,ONS. _ T I I S o I -_ -_ NR 1SD.PRESSURE COW AND ANY SUTGSPAI{A' • A° A n I IER WA I I T ' 0 STORM BAR 5'-IO'Ak SPAN, IJSE(r) waf-C MLY pI&DIACO -• -- '/2." /z YrT I/z'CALX-LY ARCItOR•,EArN DETAIL .S II 1 I I I SIOC AT CENIFR OF ANGLE WIG ANCJIOR 2 A STALE:N.T.S. II I I I I I I (1)JIB• •111.-20 Cue 1 n I I I SLP Ttvv TO L2"SS I ...OSS W/NUT 112-0-IJ wLMN£soeEs'S f15LD JO/N2Y ° I ��.AI I Sir scI91"r S£C770N S - S (FOR REMOVABLE STORK DAR) W/11410.718'OR r/z'erl 1/2•oYX-o1 ANCHORSX�1I1 SIDWATION TO�'"'I I 1 A OR��1� I SCALE:N T.S RESPECRDELY S'aUL BE LEFT TOG£IRER W/ANCHORS -17 I I G AT TIrr TWE slaw BARS ARL RCMOYID.(SFC DC7.A). N SNE 7 2. A]UNO cavmwTE W/1•Am 11 I I REOIRRfO OR G ROUT CONCRETE _WLE 54' TABLE 57 LL RtOLWM 2'MAX. PRCSSW - PAI MAX. SLAT 2.woI SPAN BuSLAT BA R (^1 SPAN I.r. SPAN X-0- IJ-1 I 1 / -4-0 /0-5- t-0 12'-5' n 1 I I 1 I I 50.0 5'-0 8'-1' 50.0 5-D ii i I I I I I I 1 6-0 6-iT 6-0 9-! I! 1 I I u s7 I I A !'-O 1 i'-7" X-01 I2'-9' x I I 1 1 A I I 2'.51.1 111, _ ___-- - EDC-1 or 60.0 1-0 8-B' 60.0 1-0 I1-7 C'-6'ALUM. --- - i n I I to o I WALL 5-0 6-71' 5-0 M'GLF El S]tlC •h ri J-0 80.0 1-0 6--6- 80.0 I�(YaJ I I I I qyy� /i/ £R IS, I Sl ---_. ______ _____ ____. _ SRU/BOLT55 •)-0 6'-77 J-0 g'-2 I I I i .1MOvd]T Ry 1-' 700.0 —4-0- s'-2- 100.0 4'-0- 6*-11• it s I si "S S (h JDoo PLL MPI) /rt-� 1! SECTION SI - S1 5-o - ' 5-0 _ 11 25sYwcyl/1:o•-e•.M Iw.MDLt�' I y` z;s7M'X),r11'CaNr.ALUM ANCLE W / U I i `� srAlE:NT.S. it O O W1 P VIVO e0'NOw w m I I' a o 0 1 I A 11 DMSRtro�r B)s/r6tirAw/ia @ fnrd0 m1CxTE sAu AI or I I l 1 OKR r ---jI BLOCK OR AT STORM CV BAR 70 TDR ANY ASD PR13U I-ROPE � �� A' +I I 1 I 1/2 i1 1 O 1'O.C.Al 57ORM BIR LOC17gN AND L LII]O pP IOP ASa F maw 4 I/ I I I i� IS 1] 1 ALUM.AWAC EACH SDE As REST 111Yrr 3/1•TAPCOY O u•GC I I I RA.11 1.1111'50 f 1W P>/USE tY I/ j n / / �y�q�1 tW ON N S- FOR ANY AS0.PRESSURE RATING AND I I CLNP'/RX6 SAfN Ot WRr511;OR t%I I S'-B•Yu.STDITY BIR SPAN LRRIATKW FaMlm c'A+cROr / tar(7)D C M HIV Tal SVC 1 I I'1 I W/P NGtrM1P.C3S FOR I(.1 GFCW J-Mit FV R NT-tN&AS AT GOL SVC I dn[sS 'q 4i R1DtaRm M r/1Y Gtx-rl AxApes RiQ AW 9iW R ASA F'13S9JRf I I (rr.JWO--L/AN) FOR JA'O i=IXET A 618• RITMC LTMfBW1AH '/ /' P'Y 1/•. ` ALF(q 114-0 ss Rav ttxrs - Apr.Acus AAGL TO S7O'W BIAS A EACH RC pt U ED C(APCRG-rr W/.' 17, 7- — _�- - 7• I2• POIRSD RYFRCTC W/I•YAG j MMI. UPCKIMS PL]RCFFD� j1 -1 - {• rrAir��' ALrl:wn4 ny To s/16'P rAA'LW rL CEILING A FLOOR NOUNHNG SECTION V-V(T)LNSTA1i�HO'N Dlclrnxss Rromwo LR clvur TML 1/7' 1/7• OR GRO11r O`•°"�LTt 1/.A_ ANCHOR.USE CO'tC£NTRnRON Or OM&O11 TALL FLOURED. 01O .ALE REOu.RRI . (2)J/B'Y MK BOLI TZ ANCHORS 7D 7Am AY (sa sLMr r FOR AVOI'm WAL MOUNTING SECTION V-V(T)(NSTAL!T10N POURED CONCRETE WALL o 1-O.C.AT SCALE:N r,S. SLNr:R1.5 dOfA�>1 5T17RM BARS l4'/CONCRETE ANCHORS A111 ✓�'; srarY s.w LDar]oN AN0gRIDA BUILDING CODE (Non High Velocity Hurricane Zone I 1-b1 J/1'I O 11 ) SCI':Kr.T �N N • °J 7016 nLTEC0 mC. DMWN D1: 7-11I y 1sT 2 58mm ER 6 NER SLAT BERTHA ROLL UP r p•L SECTION V — V � AW S s R sr S rlW I L ECO 1 W c. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. oe/10/16 mw DP.R i 1vAx ssu,.N.Incur Y . N 0 N END RETENTION SYSTEM "W',a"ND. ERDINE�IY�COMPANY L5 IICSIF LLS DANE °ATC O '•. •• ,� 1 S•c C$1 PALM DULY.rt.3NW p 16-06- /[' 0 JT 1� '`� A m•.'�+;f>Q7 +-Ivx.Ia (>�I en_,y1'v F'NDNd(877)999-7]]7 rM:(S61)ID4-03d] Dru]nRc Rn `' " ••p••�•A•.••'•'IA 11 E2AIE CG-OOOo)19 A't..A 1111,Jr.,P.C. --�-- - Yrrr/.P/II 7LLMIDA lk. 61167 SYCCi 71 Or 77 J, 1/0*C-C roar "rK rpN no ORO V'/Q_/ 1/1/1'1.1 Jr),*WMV A.`IKM 0 12 'z* c.To"'Nr --------- rrfsTAIURORs AT TOM tr -.1ow BARS. c'A= REM," uS£L2)A 1 101- TV, a, /vw wA,.Yfi L 112-. wxAr rAc"ZZEH N— vow sAwn L J ST.. SEC TION V_ .11 Aw"na SO I -if DMIN Ak— a a a 'AcH wr @_10 I 0_0 F_ J" 0 ,R(2) CAST t::jjt_11 _fvR roA FDS 2 24 sckr. 112'.1' 0 OR vC0ArXK1XA7XW Or 2 wum AppucA&r - 1 1 112•. 1/6'.STOW POURED COWRm W4LA 0#*ac ANRE AT STaw BARS L"MAT OR W (s"sEcTom sj-SJ 0 ORO cawmmmq a,(2)j/?Il-KW AS APPLrARE) MT YXCNaV TO P0.QW 0A SO ar-A,— C�CZC WALL 0.. mv 2'.r iVLUJAmW ANMC A Mr�)etuo-au ? 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SHECT 22 Of 27 fLORIDA U,#44161 1'E STEL S(i-.NAIUPEIDAIE WWEN 4 11LL"Jr.,RC. i 3 1,VurtAwN fUOE W/ 2" row.Nm�c ot.anA«'.:nsEs% ,--tA/++v'NK.tas1/o.'a•JNatcOT •'r';;99 U 1 AT 2 i /N 8W;�0-7 (j)ip•j/o'rrAscRnw - !1 fi f.e'c. aroiAam— T/•' I �/ ,/r.., ...•ru+:<w �::�1 _ _ (roo/eonou) 1 2*.21.1/4;o•-S'trsaa+-ra Aitar) AaAn. / U O o / J \ !J .N=FA SCIE W/(2)5/15'♦TA+CpN Ar _•-_ ~ I +wAxO rwrxrTE w/ K •ecr.m---,:'./ f (� I I w/r r/t'M;,,tvstawcvr WAu.OR-- i I••-__-- X11 a5E(a)!rs•i"X sar 72 W/2*W, l ,U I f� \ N' +Ar0uNs0 I (� 1 , / I MAW ra PC61"co COTTr WALL ,r � r N 11 t Wo 112.Rr/.0 lrAw s \ 1 \,, - _11 (• uc 77x7). I \ / Imo' J- J uSE(z)JA-#TWO sats m+ "ft t (� 1 11 (2)frit•+. Oce: sE7aArL aom. TO Mb frrn rap / -jstd 41 palm CON-'yr r/ o-P 1 \\ -.•/ /7j .salla++) / /.. / U/7 •� KaMa00-01- 14 SQrmQlw.r rna .-.fnp I ( ]• /• (4)114.1/{.0'-5•W "R W/ I I NGWR A SrOAfw L.4 AGNm. (r)114-1 nNiU eotT!a hGWfR a z. I ��.��av445TTT sqn rou av rwAas 7777 sun•!-raw a.nxhko-,r{eaar-n m wr+,eea7 A•+! (a) WA Axcr Bmr rz W/V vn. �, rxAors•l raa Ra«x ARaI A(5)D 8-L&V M t 0)r/•wr mr sz+rtw am• EROmMfsn ro WALL /, raj'.Awn RYT n !,/ VW a'A7.r/I:o•-s'ArRm.ANGLU W/ RilyB.O'-a'titMt-ri AU.at)M.n N.CtL Ar Yn CI�DY:K m Wt. RN GASYS W/!•ONtD-aUf 7ilDE: � I I -W=K SA r nraVa'.r-a'(eao/-n atorl AAm AvarC AT.a Z SNW W !rA[T AT.1w sOeR A(?)r/t I,RL VOLTS A G i _ W arise s%,r/er,as•NOW em ae ALT£RNATIYE: 2 I I W/Rau Dors. ALTERN 71VE: 1 WALL MOUNTING ; SEC17ON W-W(3) 0/OR AA 0/1 m R/• NTING : SECTION W-W (3) SWI:e/8•.r• I I flem I I I oo-o UKSSpANr=WAY Y-Od7HFA006 CCH 7 � oa�o Sul=spm A M Aa.1.Mk n"ASA f'pf55URI (2f t/T'i rrFft 80Ct7 RATING OR 5704.e.RS W7TX Air SPAR-s'-0: j 1 rlA tOP.rtia 11CA(um"Kw 15--0•sJNC[F 80 Pa.1.:rAXIWlFI I o 0 of ASO.pRC55uRC RATi M.. I O� 1.T.t/8•rEVN7.A(u.EW lu.m COMATE W/ w/ /ial/T'RX SCAf \ yl'RM MtXM75 O,Yr1 O.C. Pra P� •-•• '" FLOG C£ILIN G MOUNTING I SECTION W-W (I}. W,/Q HEADER k Q � --.-- ANGLE CA Wr (2T-ra Auoq A... SECTION W-}��.ZL_!}r EApER _ ro ctn ca char I Ancil A?S W/fz)rNr i TAPco.N tt rtl*a�ecn pA^seo a�aNmc1 rw.r,+ ss W/T T/1•ann EADEn.rrrT m cucREn' 7413' AERS20 OP;riauC7E BLDor OR FOVRCD aa'mw WAG-OR aCALI:r/e'- 1` r• xaa• ,• &0rn aur rAwnrta. __usI(2)!/8-i rTWot dDL)17 W 9'.�. �_� ser rtllr r. E+wBED.EHr Ta=8 OALL ' ... i�"- (il*SE !a TMtU ears ro.OWM' WALL MOUNTING MULLION 08NECTION IT AT TOP dk BOTTOM : $£CTION W-W (t) l.r.cc wsv. C (2) Atm.ANUX n ' SCALE:r/8"-1' (U 2/A-0 7NRU GMT m WuO(P A 1 t 1 (z)cue[/a c r�o— rr err z a� �' USE 21.7-'214"W-5*At—AM"Us 1 dlPff l: I I I roR a sE w/s A-4-41A ra� CM17W WALL MAP CW-ft£FY04K FQ4 ASF.FRFS4URE Wm UP ra 1 _ _1 IM(ALOV -. 'IT 1 y 1.700 AL W/1•-0.1f R WNALOVPW SPAN AND I'-0• ALL GR&MR 5PAon 1' ANL OV s @'1' A M SSRr4 4 04 CTr f .Ul GRIATER rA, n ARkWN SEM'R.'o ASD.FRISS'CNC R4 04 iCMO.NtXikS. �LEYATIoN In',, r1 e, FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) #-If 71 IN AL HEADER ONNEe ,+ P� IaANHsT:-tlAT �(DS• ; :\ zora rcTEco uc.11 ; 58mm ER&NER SLAT BERTHA ROLL UP rNl SECAON W-W _ � oc/To/try TiL E C o..c. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. aAtE ClEYATION /X�\ SNS a_� nurr TE"40 ENOMCIYINO COWPAW .268 wfsrAWS W11E SCALE.1/8'. 1• Z %, �T' ,\ .ffa.hr ew 34 fr aM- iw aWmu6.n.UiM W"T PAI.Oaa.FL 33407 N C1 N END RETENTION SYSTEM p / ``, '72 . _ Pta t577,909_2772 EA7:t5s,>2a�_ D , —Us3 `1 .•rej QA 'tCr`, <-mdi: 00067aad.ram D7AWIN.No CD-0006718 a"�^' °tom^a' ilr �{AY }}REIJAlE N+11ER A V"Jr.-P.E. St1EET 23 Of 27 L. riI rtoR+DF le.t..167 ..,rrruN SLAT PERFORMANCE CHART 42,MAXIMUM A.S.D.DESIGN PRESSURE SLAT PERFORMANCE CHART#1,MAXIMUM A.S.D.DESIGN PRESSURE RATING(psD AND REQUIRED MINIMUM SEPARATION TO GLASS FOR A GIVEN RATING(psf)AND CORRESPONDING MAXIMUM SLAT SPAN"L"(ft) SLAT SPAN-L-(11) (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) MAXIMUM MINIMUM SEPARATION MINIMUM SEPARATION MZ,1M,u.M SLAT SPAN TO GLASS TO GLASS L- (in) MINIMUM DESIGN As MAXIMUM DESIGN PRESSURE SINGLE 4f S1,NCtE&MUL71PLE SINGLE&MULTIPLE PRESSURE SLAT SPAN SINGL�.&MULTIPLE SINGL.EJ,MULTIPLE RATING U T ' UNIT MULTIPLE UNIT... RATING UNIT UNIT It 4__ 4 5/8- 25.0 a'-O' 1* 1 6 7/16- 1 6 7/16- 1. 4 5/W -:=6 1/2- 6 1/2- 1. 30.0 -37-9- Fr= 40 OR Y-0, 4 1/4- 2 3/4- 35.0 71-2.. 11 6 3/8- 1. a I/a. LESS --- . 1 3/4- 40.0 6'-S' 1 6 1/4- 1 a 1/4- SINGLE SPAN - 4*-0*OR LESS 3 1/8- 1. 1. 5 1/2- 45.0 6'-4- 5 13/15* 5 13/16- >40 TO 50 4 1/4* 3 3/16- 50.0 6-0- Y 5 112' 1. 5 1/2' I--t--I4'-0'OR LESS 1. a 1/0- 1. 2" SS,O V-11, 5 1/2' 1 5 1/2- 0 05 3/1 v 1. 5 3/16- 3/8" C? 60.0 1- 5 3/8- 5 >50 TO 65 11-1. 1. 4 1/4- 1. 3 7/8- 65.0 5*-81 1 7/16` 1 5 7/16- 4'-0*OR LESS 1. 3 1/8, 1- 2 3/16- 70.0 V-7, 1" 9/16' 1 5 4 1/2- 4 1/2' 1. 75.0 W-5. 5 5/16- 1 5 5/16- 0 >65 TO 80 - 4*-0-OR LESS 1- 3 I/a' 1. 2 7/16- 80.0 _6*-4' 5 5/16- 1. 5 5/16- 5,-0" 1. 5 5 3/8- $5.0 -1. A 3/4- 4 3/4- >80 TO 100 1/6- -j"' 2 S/V- --i- Cr OR LESS 1, 9 4 3/4' PC 4 3/4' MULTIPLE SPAN 00 4'-6' 1. 4 1/4* 1. 4 3/16, 95.0 V-10- 1. 4 7/15- 1 4 7/16- >100 TO 12C -- --- -�-O-08 LESS 1. 00.0 4'-9' 1. 4 3/8- 1 4 3/8- SPAN LAYOUT 4*-D' i. 1 1/8 105.0 4--7- 1 4 1/4" 1 4 114- >120 0 13 1�� 0-OR LESS 1' 3 1/0- 1. 1 3/4- !.0 4--6- 1. 4 1/4- 4 1/4- 3 1/6' 2 1/2- 1 3/ 115.0 4. 1. >130 TO 14(1-- -5. 4 1/4- 4 1/4 _O�OR LESS 120.0 4'-4- 4 1/4- 1• 4 1/4- Y-O OR LESS 3 !/Oft 1" 1 3/4 125.0 4'-3' 1' 4 1/4' 1• 4 1/4- 130.0 4'-2' 1" -Z 1/4- 4 1/4- 135.0 4'-1* 1. 4 1/4- 1 4 f/4' 3 1/8' 140.0 4*-0' 3 I/w I- id SPANS VALID FOR EVERY INSTALLATION LOCATED AT ANY ELEVATION OF NON END RETENTION SYSTEM BUILDING MEASURED AT BOTTOM OF SHUTTER. MINIMUM SEPARATION TO GLASS FOR SINGLE AND MULTIPLE UNITS SHALL BE MEASURED FROM BACK OF SLAT TO CLASS. MINIMUM SEPARATION 10 GLASS FOR SHUTTERS INSTALLED FIRST 30'-0'ELEVATION OF BUILDING AND MAXIMUM SPAN. #2 FOR Min. SEVAWTio-N-7o GLASS FOR SPANS LESS THAN THE Mox. ALLOWED. 1t Ai ... MINIMUM SEPARATION &2Q.g 30'-0' TO GLASS FOR SHIMERS INSTALLED V FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) LE ATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTE 02010 TILICCO WC. DRAWN 01: F.R.L 58min ER&NER SLAT BERTHA ROLL UP AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DATE 2, I(N TILUT U579010&ENGINEERINO COMPANY 4266 WESIROADS DRIVE 16-063 It WC51 PALM EfACH,FL)3407 I-) M�t�(877)�09-2772 FAX: a- Z RA-0 ALL T "'WA EUtlAIIJAMAIE WALTER A.RLtn J,P.I. 1 15.ELI 24(11 ILORMA Lk.I aatGT STORM BAR LOADING CHART MAXIMUM A.S.D.DESIGN PRESSURE RATING (ps,f.)AND CORRESPONDING MAXIMUM SPAN'L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S,D. LOAD) MAXIMUM Im I StORtT TYK 2 vow Wt @) rwc ST— n"5 sm.am 2*.2* Im @ 2,.3 A 1/8 1z./ V 4•.116* 2'.e..x50`IZY (2)2 .4'..250' A.&O. 1/4* DESIGN PRESSURE $10ft 601 VACM smw w wm�w vrsw"wAmH2 U%Dm 0 slaw VA VACNC RATING - -- (P-2-0 C 3*-0' X TO 4' 4-TO 5- S'TO r 6-TO 6,5- < 3'-0' 3'TO 4' 4-TO 5- 5'TO 6' 16'70 0.5' K 3'-0' 3'TO 4' 4'TO 0' 5'M 6' 6'70 6.5' 4 3*-0' 3'TO 4' 4'TO V Sm TO 60 6-10 6.5' 4 3'-W 3'70 4' 4'TO 5- W TO 5- 16-TO 64- V-11, a,-cr —r-9- 6'-Il* W-4- V-1- 101-01 1.-,. 7--9- 7-5' II-Io` 11,-0, 10'-S* 14*-1* 13'-1' 12'-S- 40 OR LM 7-7* - - - -52 1 ;:; _.91-4' 45 6'-11"— 6-4" 4-' 67--7- i;-Sr, 0 i _ _.!3�- -K 12'-0".. IV-1r V-9, 61-VI 6*-V 9--2- 8*-Iv IY-4* .-12'-- IJ--2--- 0-5:'. -IF—--- V V-7" 55 5-:9. -tr W-.F- �- - lo,-s* - -1: a-5" 12'-0' 1�-0- 0-tr 60 !�-e -2 _L�-- -- .-7 65 t =4' —4'-10F. -771—i 0 i�- 70 W-7" 5._O- -j;-'j7- --8- 61-10' 51-10* - 10'-4* 12'-3* III-S, 101-91 F 4 5'-11" 5*-3* 4'-10' 12'-W ll*-2* 10'-7' Ily-l* 75 S--8- 5�1- 4*-Or' --F--4; -V Ir 4-6- 7'-0* 80 V-2, 5--4- 4--1- 4'-4- IV 7--11- 7--.3- 11-10- -0' 10::V 7-717 4-- 1 --sr' 6--q- -or 5'-6* — 4- W-7* 7'-9* 7'-0* es -----W 9- -- —- 4--3- 57--e, 4--l- -'T W-6, IV-6" lw-'* 5--0- -,F ire 6� 0,-v 7'-V 4*-5" --j7--r --j--W--•- - ---- 11--4- 10'-7' lo,-o" 7:7- _VF--i-0- -7-1—* - 6- -1 4--- e _L00 4--9' 4'-:r 31-11* 9--g- 9.:Fl; IV 51-3- LOS Y-10. 11-1. 4'-10' 4'-4'. __3'-1 :7 --4�-r 4.-2. 8'-S* -r 110 5 B 7' 4` 7�:5- 101-10, 10'-1" wr-v-- -�F--G- 1�7-7 4' 5' 120 W4 -3; V-11* V-2- --4— --- -- 5. -iO�-7' - 8'-0' 125 J,-10" 1. V-S' V-11' -2' S'-4• 07 17 9, IQ' —5 —_9 7.-0. 5'-3* 101-8, is-v iJO IV-10- 4'-5• 4'-0" 4--4' 3*-10* -.-�7- 135 4 '�'4'-I' Y3:7 4 4--3 Y-9" S'-2' _0. I 4- Y-7' 140 STORM BAR SPACING SMALL BE SUCH THAT WAMUM SLAT SPAN SHALL NOT BE EXCEEDED. NON END RETENTION SYSTEM .. ......... 1 0 FLORIDA BUILDING CODE (Non High Velocity Alurricone Zone) EN P2016�LTECO NC. 58mm ER&NER SLAT BERTHA ROLL UP .44 6 F.R.I. 11LIEC AMERICAN SHUTTER SYSTEMS ASSOC.,INC. TILL"TESTING a ENGINE IWO C"PANT 4268�LSTROADS ORNE —...—..1.--——�n.1. WEST PALM BEACH.fl.33401 16-063 ORIT ;(-) WONE:(877)"9-2772 FAX!(%0209-0380 Uft—O.O... DAAwixa No K;1A1UREVAE W�IER A.I%Ln J,P-E SMLLT 75 Or x7 off —" . — I rLORMA EN.0 I it HEADER LOADING CHART MAXIMUM A.S.D.DESIGN PRESSURE RATING (pst)AND CORRESPONDING MAXIMUM SPAN V FOR A GIVEN TYPE OF HEADER. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) XAzwauu TYPE I HEADER TYPE 2 HEADER rrpE 3 HEADER TYRE 4 HEADER 2'.4',1/4' 2*A 8 1/8* OEM PRESSLIAlic m" 57084 BAR NEWT SIGN W HEIGHT STORM BAR HEXHT STOFA#OAR HEIGHT 7' c 5'-0* 51 TO a, a'TO to* 4 6--0- V To a' a'10 IW TO-TO 12- 12-TO 14- 111 5'-0- 15'TO a' 0'70 10' 10'TO 12* 12'TO 14' leAOR tm. 9*-11* 14'-10' 12'-10' 1 '-3- , Do 101-11, 45.0 7--11- 11'-6" --1- 8--2- 14'-0' 12'-2* IV-10* W-11- 9,-2" 14 12'-4* 11'-0" 9'-4' 50.0 81-10* 7'-6' t0'-11, 6,-e I.-,. I Y-4' IV-5' 10'-4' 91-5" 8'_8. 13'-6* IV-5, Iw-s* I.-,. 8-10 55.0 W-5* 7'-4- 12'-8- IV-0, 91-10' 9'-01 8'-4* 12'-it` 111-0 101-0' 60.0 I0'-0" 7'-11" 7--l' 12'-2* to'-fi, V-7' 7'-11` t2'-4' 10'-8' 9*-7* W-9, 81-1" - I w-9- -— I 7.-g. (E0 W-7- 9'-7* 7'-7- 7,-a, IV-10" 10'-3" 9'-2' 61-51 6 W-31 r-4* 6*-e' 9'-9' r-I 1' 7--4- 1 91-11, W-10, W-1. 7'-6' 75,0 7'-3" 6--4- 10'-10' V-s" 11'-0' 1'-7- 8'-7' V-10' 7-3' W-2- 10,-8" 9'-3" 80.0 V-0- 6'-10" 6*-1' 10-15" 7'-5" 6--1 1' 7'-7- 7'-0' 5'-1Yl0�-2 10' 7'-1 I' 7�-I- 85.0 V-7' W-2" 6'-5" 5-9, 91-11, 7'-e' V-0- v-a, 7,-10" 71-1* 6-7 ---95.0 -5- V-5- 7'-11" 61-3* 5'-7' 9*-0" 8'-4 6 q'-lo* 8'-6' 1'-7- 6'-11' 6._5 100.0 W-7- 8*-3' 6. W-3- 5.-3. 5:--V 9'-5' W-2- 7'-Y 11-8. 6'-Y 7-5 -9.— V-3* -70-50- 6,-1* 1-2- 7'-6* 6*-D" 5'-4' 9'-2" V-0 a,-V 7'-3` V-7' 110.0 6--0- 5'-1" 7--4- W-10' 5'-2- 9`0' -9, 5'-11•.. _'O' r-Ir I.-,. 115.0 51-10* 4'-11' 7--2' 51-jr 5*-1- W-9, 7*-7' —6- JE-2- 1 D' W-9, 7'-7' -9, V-9, 1=0 4'-10' 7*-l* 5,-0* 7'-b* W-6, 6, 8.-7. 7 1'-7- 5'-7- 125.0 5--l' 4'-Il' 0'-5" W-6' 5,-11* A_ __ _— 61-,. 1 " - W-5. 7' --it- '-6- 130.0 ,_8. 5,-4 4--g- 8'-3* 7'-2 5' 11 a, 5 5 W-11 7'-0" 135 -7- 6-4 4'-6' 6`-45* 5'-2- 4'-7- 7'-I1* 8,6'-2' V-7' 5*-2" _I- 6,_3- 5._9 NON END RETE1110NSYSTEM tile, % 44 Q� E % FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) DRAWN B; 0 20 10 TLTECO INC. 44167 58mm ER&NER SLAT BERTHA ROLL UP F.R.I. I L E c c INC. AMERICAN SHUTTER SYSTEMS ASSOC..INC. 05/EIAI10/V 10 JILLJj TESTING&ENGINETRINQ COWPAW .7"WESTRO.1's UNIVE WM PALu SM64.rL.33 16-063 01 40' -1 P�KU(877)V09-2772 FM(560209-b= s R1 �� CCB-0004719 ALTER A IUrl P.C. 6HEET 26 Of 27FLORIDA u,f"is I MULLION LOADING CHART MAXIMUM A.S.D.DESIGN PRESSURE RATING(psf)AND CORRESPONDING MAXIMUM SPAN hL"(Ft)FOR A GIVEN TYPE OF MULLION AND MULLION SPACINGFt (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD) UAXIMUM TYPE I MLILUON(g) TYPE 2 MULLION TYPE 3 MULLION A.S.D. r Ile 4'.4'.1/4' DESIGN PRESSURE RATIN. MULLION SPACM MULLION SFACTNC Mt UOW SPACNO 4'-0' 4'TO V V TOW 6'TO 8' 44'-0" 4'10 V V TOW 6'TO W -C 4'-0' 4*70 V 5'To 57 6'To V 8'To 10'10'70 12' 40.0 OR"- 9'-0* 8'-4*_ 7'-10' 8'-2" 1 f-9* 10'-11' 10'-3' I0'-9* 16'-4- 14'-3- 14'-10- 45.0 8*-8* 6*-o, 7;__7 1 10*-4' 75'-8* 14*-7' 1441 50.0 -9- -3- 7'-7- 10'-11' I0'-2- W-7- 10`-0' 15'-2- 14'-1' 13'-10' 12'-I0' 1 55.0 8'-1^ 7'-6" 7'-1' 7'-4* 10*-7- W-10- 9'-3- g'-B' 14*-S* 13'-7* 12'-10' 13'-4" 12'-5' 1V-B" 60.0 7'-10* 7*-3' W-10' 7*-2" 10'-3- 9'-7- 9-0 9'-5' 14'-3` 13*-3* 12'-5* 13'-0- 12*-t* IV-4" 65.0 7'-B' 7'-1' W-El" 7'-0" iW-Cr W-4" 1.-9. 9'-2* I3'-11' 12'-11' 12*-2" 12*-8' 11'-9" ll'-I" 70.0 7'-S* 6'-11' W-6" 6'-10' 9'-9* 9'-1_ W-6- W-11' 13'-7" 12'-2' 1V-10' 12'-4- 11--5- 10'-9- 75.0 -3- 6'-9- 67-4* W-S" 9*-7' EV-10' 8*-4' W-B' 13'-3' 12'-3' I7'-7' 12'-1' 1V-2' 10*-8* 80.0 7'-2- 6'-_7 6--3- W-6- 9'-4- 8'-B- W-2- -6- 12--t 1; 12--0- $1'-4- 1 V-10- IW-4' W-4' 9'-2- 8 V'-6- — '-6- 8'-0' 0'-4' 12'-8" 17'-9" Il'-l' 11'-7' 10*-9' 1()'-1' 90.0 6'-lV_ 6V-4' 6*-0* 6--r W-0- W-4- 7'-10- W-2- 12'-5- ll*-7* I0V-11* 11'-4" Icr-O* 9•-1T' 95.0 IV-V 3- 1-0 W-2- 8--to' B'-2- 7--g- 8--1' 12'-3' 1 V-4, 10'-B' IV-2' 10'-4 9-9- .-a. I.-,. 100.0 6'-7' W-2' 5'-9" W-0, 7'-7' 7'-11" 12*-0' 11'-2' 10'-6' 10'-I1' 9'-7' 105.0 6'-6- W-1- 7- !F-1 7-8*-0' 7*-1 1* 7'-6* 7'-9' 11'-10' 10*-4' 10*-9' llo'o E �6 8'_ 0.' 6- 7'_IT 1.15.0 6'�'- --'?- 7-1'- rt 10* 7'-4' to' to' 10'-2" 10*-7' 110.0 W-5- 5--11- 1*-5' 5'-10'_ 8'-5' 7'- T-8- 11-8- 115.0 5'-10- W-4- V-8` 8--3- i;-B- -3- 7'-7' 11'-6- 10--a- 10'-0- 10'-5- 120,0 W-3- 51-91 V-3' 6-7" 8*-2, 7'-7' 7'-2' 7'-5' ll*-4* lo*-G' 9*-11- 10*-4' 2' W-7- r7'-6' 7'_0 7-- 125.0 5--l' 5'-S' 4' 11'-2' 1!0'-4" 9'-9* 10'-2- 130.0 6*-1* 1 5'-6- 5'-0* 5*-4" ��7'-I V 7'-5- 6'-Il' 7'-3- il'-O IW-3- W-8- 135.0 6*-D" 1 5'-5- 4'-1 t' 5-3" 7'-tO* 7'-3' W-10- 7'-2' 110--11 5 T-9' 71-2" _T4oLo _T_'j 1 j =7-1 11-9 W-D' 9-5 0 NOTE REFER 70 ELEVATIONS ON SHEET 17 OF 27 I FOR MULLIONS IN2&aQ W/O STORM BAILS A) MULLION SPACING SMALL BE SUCH THAT MAXIMUM SLAT SPAN SMALL NOT BE EXCEEDED 2FOR MULLIONS INSTALLED W/STORM BARS&JJFACEF5 A) mULUoN SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED A.Tit, .....E...... 8) STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED 4NNS, FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) OWN M.44TV 0 mo Tkltl:o Pic. 58mm ER&NER SLAT BERTHA ROLL UP F.R.Ley TI 4E C�Om,. AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DATE lk"%"SI�OS OWE NON END RETENTION SYSTEM. -EST PALM BEACH FL 33407 -063 T!Uff TUTING Or EIRUNEERIND COMPANY _0380 16 (W) 9-1 PHONE(577)09-2172 F;��(561)2m _�h LOT...01 OPAWNG M. 011A 1111"Itt.LS1rNATUr?E10ATE ALJCR A 11LUI Jr..P.C. SHEET 27 OF 27 FLOA,,LZ f I I +