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HomeMy WebLinkAboutProduct Approval i Florida Building Code Online Page 1 of 2 Busbess & Professional Regulation BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links ' Search Florida Product Approval 11 I 'g USER:Public User Product Approval Menu>Product or Aoollcatfon Search>Application List>Application Detail FL# FL2683-R5 Application Type Revision Code Version 2017 Application Status Approved Comments chived ❑ c oduct Manufacturer American Shutter Systems Association,Inc. rn gk dress/Phone/Email 4268 Westroads Drive LLI !• West Palm Beach,FL 33407 (561)209-8263 3 ,jI bfeeley@easternmetal.com , 1 thorized Signature Bill Feeley 1 M; Irodriguez@easternmetal.com J h hnical Representative Press/Phone/Email Quality Assurance Representative Address/Phone/Email i Y D Category Shutters USubcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 'gip Florida Professional Engineer U ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr. the Evaluation Report Florida License PE-44167 j�Zl C Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL2683 R5 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC DRAWING 17-114 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year TAS 201,TAS 202,TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8 gh4TcS O3 P... 11/5/2019 Florida Building Code Online Page 2 of 2 Date Submitted 09/25/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/31/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 2683.1 Extruded Bertha Bahama Shutter extruded aluminum blades retained by perimeter aluminum (Non-HVHZ)-Drawing#17-114 frame and tracks,to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL2683 R5 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC Approved for use outside HVHZ:Yes DRAWING 17-114 COMB.EXTRUDED BERTHA BAHA..PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida,Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.span is 42"x 96"at+75,-100 Evaluation Reports p.s.f.for single units depending on side bracket condition and FL2683 R5 AE AMERICAN SHUTTER SYSTEMS ASSOC., 84"high x unlimited width for+62,-75 p.s.f.load depending INC DRAWING 17-114 PRODUCT EVALUATION REPORT.PDF on side bracket condition.See sheet 9 of installation drawings Created by Independent Third Party:Yes for other spans and pressures. Badc Ne- 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 mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: . M - -16 IF_�5 cLtcci 0 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv8gh4TcS 03P... 11/5/2019 L ECO INC. TICCIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT;M.;P.E. -6162 6@aol.com FLP.E.License-NQ.44167 FL E.B.Lic=c No.600670 CERTIFICATION OF INDEPENDENCE (Rule#61020-3) Evaluation Report#: 17-0731.01 Date: July31, 2017 Product Category: Hurricane Shutters . Product Subcategory: Bahama Shutter Product Name: ASSA/Extruded Bertha Bahama Shutter Submitted By: A.S.S.A./American Shutter Svstem Association,hid Dear Sir(Madam): This is to certify that.this Florida Professional.Engineer, performing this evaluation does not have nor will acquire,,a firfancial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida'Professional Engineer performing this evaluation does not have, nor wiJLgpguire, a financial interest'in any other entity involved in the approval process of - '� the pro. C �ti �le�R nl �ce_prepared by Walter A.Tillit,Jr., P.E.(Florida License No. 4167); Preside oif`Tiltec-i,Inc:(Florida EB-0006719). No.44167 ,Ir ,k •,lir . STATE.AF 6355 N.W. 36th Street,Suite 305;Miami,Florida 33166-Phone: (305) 871-1530-Fax: (305) 871-1531 Y I L E-CO 1 TILLIT'TESTING & ENGINEERING'C®MPANY WALTER A.MLLIT 7R.,P.E,. tilteco@aol.com EL P.13.I:7eensc,IVO.41167 FL E.B.-Limse No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 17-0731.01 DATE: July 31, 2017 PRODUCT CATEGORY: Hurricane:Shutters PRODUCTtub-CATEGORY: Bahama Shutters PRODUCT NAME: ASSA/Extruded:Bertha Bahama Shutter SUBMITTEUBY: A.S.S.A:/American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, Florida 3340.7 1. PURPOSE OF EVALUATION: This is ;a Product Evaluation Repot issued by Walter A. Tillit, Jr., P.E. (System ID # 1966) to the American Shutter Systems Association, Inc. (A.S:S.A), based on Rule Chapter No. 61G20-3, method 1d of the Florida Department of Business and Professional Regulation. This,product is being issued an Evaluation Report as described herein, and has been veri-fied for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by.the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2: EVIDENCE'SUBMITTED: 2:1. PRODUCT EVALUATION DOCUMENT(P.E.D.): n DrawingNo.17-114, titled ASSA/EXTRUDED BERTHA,E�' PpIAT�;TER , sheets 1 thru 9 of 33, prepared by Tilteco,Inc.;signed-and sealed' 3f, P.E.;dated 07/31/17.This drawing is an integral part of this Evaldati No. 44167 1GL1 +++ 6355 N.W. 36th Street, Suite 305,Miami,Florida 33166- Phone: (305) 871-1530-Fax: (305) 871-1531 } PRODUCT EVALUATION -REPORT NO.17=0731.01 2:2.TEST.REPORTS: • Large missile impact and cyclic loadings under,Protocols.l"A8;201 and 203 as persecfion 1'6269f'the Florida Building Code. Uniform Static loads in accordance;with Protocol TAS 202... Testreports prepared by.American Testing tab of South Florida, Reports No. 0923:01- 97; .dated July-30, 1998, signed and sealed by William `Mehner, P.E., and 0309.01-04, dated'April 7; 2004,_signed and sealed by William:Mehner; P.E.and Henry Hattem, P.E. Tensile test as per.QC Metallurgical, Ind., Report No. 8GM 1:873;. dated July 30, 1998; signed and sealed by Frank Grate, RE.,gas per ASTM E-8 'and Report No. .4DW348,. dated;April'15, 2004;;signed and sealed by Frank Grate, P.E. 2.3.,STRUCTUkAL- NdINEERING:CALCULATIONS: On.ASSA/Extruded Bertha Bahama:Shutfer for maximum shutter span vs. design.wind load,-as well as maximum anchor-spacing vs; design wind load and'.thutter span,based on rational'and comparative analysis;and in-accordance with:sections 1604 and.2002 of the Florida Building Code. 'Calculations prepared by Tilteco, Inc., dated May .6; 2005, signed and sealed by Walter A.Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per Protocol TAS 201. Ae WIND LOADS:RESISTANCE: ASSA%Extruded Bertha Bahama Shutter has been verified to sustain wind pressures. Maximum Shutter Span shall be as indicated on, sheet 9 of 33, of Product Evaluation Document(P.E.D.),drawing No. 17-114, Maximum Anchor Spacing shall be as indicated on .sheet 9 of 33, of Product Evaluation Document (P.E:D.), drawing No. 17-114. ASSA/Extruded Bertha Bahama Shutter has been verified for code compliance to work as a wind load resistant storm shutter assembly,as per Protocol TAS 202. 5. INSTALLATION: Shall be performed strictly in accordance with the.details indicated on sheets 3 thru 8 of 9, of Product Evaluation Document (P.E.D.), drawing No. 17=114. Minimum separation to.glass shall be as indicated on sheet 9 of 33, of Product Evaluation Document(P.E.D.), drawing No. 177114. 6.-MATERIAL CHARACTERISTICS AND SPECMCAV Shall be strictly in accordance with General Notes and Co P.nts. fess on sheet 1 and 2 of 33 of Product Evaluation Document (P.E..q� 6 1'4_4. Anchor specification shall be as indicated -on sheet 1, 7 acid 8..0114?. ff 4dt valuation Document'(P.E.D.), drawing No. 17-114. 41 e .PRODUCT EVALUATION REPORT N0.11-6751.01 7. LIMI.TATIONSAND CONNTION8,6F U85i T1. Sh;k1l be strictly in compliance with General Notes No. 1. 7,8, 9; 10 and 11, indicated on she'dt 1 of.9, of Product Evc1ludb6h 06cuffibrit(P.E.D.),dt8ikitig No. 17-114 prepared by Tiltdbt.6, Inc. and signed and s0alod.by Walter A.Tillft,jr., P.E. 7.2. Product shall .not be installed within HIGH VELOCITY'HURRICANE ZONES as defined on section 1620.2-of the Florida BUildifig-.Code. 7.3. Product shall only be installed into poured conc rote, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter ;&iter A.T11-I,lit,.Jr. P.E.(Florida License No. 44-16t), President of'T11lWcoj Inc.- (Florida E-0-060.67110). A. v vG I E VSj� `% No. 44167 �l GENERAL NOTES; NOTES: I. EXTRUDED BERTH4 BANANA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(AE.D.)HAS BEEN VERIFIED B.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 114 FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(61h EDITION) OF THE FLORIDA BUILDING CODE. THIS BANANA SHUTTER SHALL=BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI DADS/BROWARD COUNTY). D.2) CALK-IN ANCHORS-SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 114.0-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO DEVON WIND LEADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION•WHERE.SHUTTER WILL BE INSTALLED. USING ASCE SHE AND SHALL NOT EXCEED THE AAXLifUM(A.SD.)DESIGN PRESSURE R4ANGS 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS INDICATED ON SHEETS 7, 8 O 9. SHALL BE LONG ENOUGH TO REACH THE-AWN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS S ORDER'FI VERIFY THE ABOVE D OON. UNND L•D£StGB WINO GOADS DEHERt1BY PER ASCE'7-O INDICATED ON NOTES B.1)&8.2)ABOVE. SHALL 8E flR5'I' REDUCED TO A.S.D.SD. D£SlCN WINO LOADS BY MULTIPLYING THEM 8Y 0,6 IN ORDER TO 70 COMPARE THESE W/MAX. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7,8&9 (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICA77ONS OF THE 1N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVERSTRESSEQ,A 339 ANCHORS MANUFACTURER. INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS HOWEVER, FOR LAO SCREWS INTO WOOD, A 1.60 IVND LOAD DURATION FACTOR WAS'USED TO CALCULATE SCREWS SPACINGS $ EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE EXTRUDED BERTHA BAHAMA SHUTTER S'ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN SHUTTER WITH SIDE&SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. ACCORDANCE WITH SECTION 1609.1.2OF THE A60VE MENTIONED CODE AS PER ATL REPORTS 10923.01-97 AND f0309.01-04 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS. 8. 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 2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy-25.0 ksi WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINDIINN INTRUSION. CAULK AND SEAL MINIMUM(UNLESS OTHERWISE NOTED). SHUTTER TRACKS ALL-AROUND FULL LENGTH. J.ALL SCREWS TO Be STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS 9. BERTHA BANANA SHUTTERS 1NSTALLA17ON SHALL COMPLY NTH SPECS INDICATED 1N THIS DRAWING PLUS ANY BUILOWG PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksl TENSILE STRENGTH AND SHALL COMPLY W1 FLORIDA BUILDING CODE AND ZONING REGULA77ONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. CODE SECTION 241 I,3.J.4. f0. SHUTTER M UFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOC477ON AT SURFACE OF THE SAHARA 4. BOLTS TO BE ASTM A-J07 G4LVANI2ED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ks/MINIMUM 7TELD FRAME®OR }IN ACCORDANCE WITH SECTION 1709.9.J OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVER STRENGTH. Y OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 13. (0) THIS PRODUCT EVALUATION DOCUMENT(RED)PREPARED BY THIS ENCINEER 15 GENERIC AND DOES NOT PROVIDE S.ALL ALUMINUM POP RNETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. INFORMATION FOR-A SITE SPECIFIC PROJECT. L e. WHERE THE SITE CONDITIONS DEVIATE FROM THE RED. 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED): (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 (A) TO EXIS77NG POURED CONCRETE: (M/n. %c=3000 p.s.T) CONDITIONS.DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE LS THE CONTRACTOR'S RESPON5I8/LITY. - 114'0 TAPCON ANCHORS AS MANUFACTURED BY LTW. BUILDEX. - f1410 x 718'CALX-IN ANCHORS AS MANUFACTURED BY THE POWERS FASTENERS, INC. (c) THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA,REGISTERED ENGINEER OR ARCR17ECT WHICH WILL A 1)MINIMUM D7(SEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE 15 1 112: BECOME THE ENGINEER OF RECORD(E.O;R)FOR THE PROJECT AND WHO WELL BE RESPONSIBLE FOR THE PROPER USE OF THE P.£.D ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL A2) CALK-IN ANCHORS SHALL BE EN17RELY EMBEDDED INTO THE POURED CONCRETE. NO L7.78EDMENT INTO SUBMIT TO THIS LATTER THE SITE.SPECIFIC ORANNGS FOR REVIEW STUCCO.SHALL BE PERMITTED. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 114'0-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR RECORD THAT PREPARED IL WALLS WITH NO STUCCO. A.J)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL THIS DRAWING SHALL ONLY BE USED TO OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE ANN STRUCTURE BEHIND.SUCH PANELS. j THIS PERMITS A THE STATE USED FLORIDA ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1)&A2)ABOVE; OBTAIN (B) TO EXISTING CONCRETE BLOCK WALL: - 114'0 TAPCON ANCHORS AS AANUFACTURED BY AEW. BuxQEx - 114'D x 718'CALK-IN ANCHORS AS M4NUFAC7URED BY THE.POWERS FASTENERS, INC. rrrrregrrl r�(f�� FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone •i, • COUBINAAON OIUWlNG: '��CENg�'•.✓9 y ASSA/EXTRUDED BERTIH alwIkA SHUTTER(SHEETS t THRU 9 OF S3} ASS4 BERTHA COLON14L SHUTTER PHU7S 10 THRU 33 OF.7„T •'' 'If{!.4416 °2017 GLTEEq mm. Lc. ASSA/EXTRUDED BERTHA BAHAMA SHUTTER ",M,or.. 3 f TL EI C O iN- AMERICAN SHUTTER SYSTEMS ASSOC., INC. °]Mr..'] _ PF•.,o- I D ' ir'`!� TILLIT TESTING x ENGlNEERIHa CGNPANY 4268 6E6T xws LANE _ v � ....., , !1 risr nr.xx ax.s,i#oz infJM r/wao t naa area XL51'RAW VDICtt n.3407 RHONE.'(800)132-2204.AX.(561)209-8360 VNAL . {I - a;Rataco°oaLaom 0RAi4tNG Na '��i./I////f111#I FB-tk908]t9 ae>; mcaro+ aur na eamm, mrt WALLOMN11�Jr..PC 1� Pto rS-ass r Ur s� sHEEi 1 OF 73 LLJ +J .3PT• .JP2• It+-102' .7B?• �` .t70•' 7��. g 4A— !Tgq• j $ Jf 190' I.r90' 1.9B9•� (�'�• 7.90B'� 'q��• 2.969' I �,• A 1 REGULAR INTERIOR MULLION A2 HEAVY INTERIOR MULLION B FEMAL INCE C r" Q SLAT FEMALE RING£ . � � _�L-L•_— Q �., FEMALE HINGE SCAcE• r/2~= r• 6005-T5.Alum.ALLOY 6005-75 Alum..ALLOY 'SCALE i/2''m t' SGL€.• 112"b r- SGL€, 112'• r' SCALE e12'a !• T—t J7Y�'I .aha' .OBo' FT 2f CJD• L I•� N .270'.m g Ta• Ji m h .?TO" row Ll L 3,, L L T— •--t SNAP CAP r.J7r-1 Q£ AHA_M4��4MALE TOP FRAME SCALE. 1/2•- I. 0 BAHAMA FRAME- J ALTERNATE BANANA Q �aRNON KEY N MOUNT SCALE 112"= r' SCALE 1/2"- r FRAME SCALE 112"- r' Alum 7"Bo LONG SCALE 112'- r' SCALE 112'< r" 091E11 ARE PPrmNa �—.J.Paa•.—..--.) �r.Ix9• I—/.OPO'---� a6x ,yp C= $ c U, ® BUILD-OUT C^{ raT -��- SIDE BRACKET x.OPP` h b �.7ao �0 RUILD-OUT SCAM*t/2'a- r~ ® -SAI- &GALE Tmx Alam. BRACKET SCALE rj2'- r' .rel• N r 7•LONG r.,2s' p• SCALe: 112"= r" Mf'�ti,;°'0 QI HALF UTTER � BLADE ERA- r' B s:+ {j ,...• . ;' fLORLQA BUILDING CODE Non High Yvtocit Xurrtcatre Zone SCAM V2- „� • JEW,ri COMPONENTS CGMBINAAGN DRAWING: h n ++ �+^ •••% ASSA j EX7RUGED 8ERDA BAILWA SHURER(SHEETS r Pelf 9 of J3) + �•''N.441 �; w ASSA 11. COLONAL SHUTTER SHEETS 10 THRU 33 OF 3J e070 ? ez9rT mTEaa•Nc Lc ASM/EXMUDED BERTHA aVIAMA SHUTTER awmrar. AMERICAN SHUTTER SYSTEMS ASSOC., INC. wrE _ •t y TtLur'T[SANO.&LNOINEERtNO COMPANY SHUTTER BLADE SHUTTER BLADE ELEVATION - ,�'i 6� yy '”'"�as a•s, '"Pa 9MN 4 rwm '104 um PAL!!,OFA n.JJro7 17-114 SCALE: 112"- r SCALE: 112•- r- ��NACtE�1lT d i ""' =`,num'°Ee n°Q'`�n_rM, ..._ ��f ro.�1T2�9.,rA�•rs6u aR aRAMn�ao WAtmq A llu ✓K P,f. / r an ra.9a, nrn SHUT 2 or IJ nORMA M. i1r67 , l'IA C/4 OR D%4 OR E/4 8 o-O OR ©e O OR C/4 OR D/4 OR E/4 ry)cA1KEw°AkrHwss FoWEO J/16'I.PCK OP RNCT D OR® 9 LDUIf ON aCOE� OLB OR 0 FaAR'�OI PER OLAM �1 NOR CO FD 0 0 0 OR Q OR 0OR®-REQUIRED AT \ N 5PAN,AT SIDES ®OR® (SEE SCHEDULE FOR 5.. 1151 1�• (1J r/4• -70 RNNUIS w/ REQUIRED AT Y/OSPAN,AT - RCOU/REYENiS) M.�OI�'�S.S rD r aR[�i DOA® (? 104J O.C.1ERr7cAur SIDES ISEE 1 I M. 11) OR 2) EDGE 1�//�2'CE SCHEDULE FOR SEE 1 OROO SECTION A—A S.YS)r/OP1 d H0170Y•SS REQUIREMENTS)ULE'FR SEE SLH !F INSTAIIATIONSFOR R (T7P AT EACH BRACKfh 1— — OUT TSIDER4P BRACKET (WALL MOUNT) SCALE:3/B'm 1 A,- o ♦ w /fi e � ;I o � FOR TRAPPED A •`.i 0 1 I e i o INSTALLA77ONS E D. AI9)e / SIt SA�AYNONOR9 CONCRETE g) OR LaYtrBLOCKTf BLOCK OR Ca%RfOINRFO A OR Al AOR $ AOR cioesUdfllor. ORB Al AAOR (neiA Auocro)nr.) /4 Al OR 8� OR OR B ry? OR (lJ/11 t SS S S 0,8'oC A u� _ _ —� �-I �e� ?• l(?S L04J/0 C�L rfADSGSLLY I W/(/p•EDGE 116//rM'CE SY.$7)T0.e10tr e0lfiM SS. R!'RSAT EACH BRACKET) u o �L_' 7ERNAAVF OR Q N OR OO - - ALTERHArrvE OR Q NOR OO F SECTION 8- OR op C/4 OR 0/4 OR £/4 NOR 0 0 OR 0 CORNER q lD,we I/s' O DRACKer LOLANON ®C/4 OR D/4 OR E/4 s.l�s rD©rArQv' G OR© (BUILD-our)SCALE:3/8•- 1 RNER BRACKET W SEE SCHEDULE W' SEE SCHEDULE W SEE SCHEDULE GRONW SEE SCI2DULE uNLuurm x9DTH SfE oETALQI N OR OO5, a1r", S. NOTE. MULTIPLE UNIT ELEI/ATIONS SINGLE UN/T �ROCALLY WJ',�7 OCE G OR Q E. 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ODR -'--- -- -----------H _: -- -- --y III ------------------------ ------- ------------------ --- - --===�q i E MOCY ---------------'------ ----- - RCOUIRLD ............ ti POURCD CMICRErf OR CONCRETE SECTION A 1 - A l / ___________________ _i.III If= -__ ___=_====°232333._____ ____==_____=_=_____=====i�==- == i n)/ID,© s.Ys % W 'i�NAL E0 W --'------ --�iW6 - CoM AA- il2T3w'r POURED CONCRETE POURED CONCRETE' POURER McRar (66;93-M A&8 Rll� OR @ Ca -L C-1. pFCDN ANCHORS \\; 9&s��ON VOUICON ON i69nE. ONN ) C.nL , C-L --1 C.L. 0W. I C.L 'S C-L 'S E Or ca. E a F.a O. J/18 —3>/IB' ! I OR /1'.ON C-L Exsrwe suss h-1011_FVR AM,*N_ N- JC Wn SHEET s TDR uH, sem"F)ON to CLASS ____0 OR Q)fta ISETARAUDN rO cuss ag ContC.L SEPARARaY TO G" --0-0 C.4 Y MAW CLASSj ALMRMT"LOrAWN ENSOR 42>-, FOR 7011W OR (0 Iwrw 92 GOR C.L c-f. contOW OR(a .6 CONCRETE C.L �rlll Ell 7177 0 OR @ ct. 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SHEETS to U 33 OF 35) wa L.C. (3)/10 x 1 112'aU.S. ASSA/'EXTRUDED BERTHA BAHAMA SHUTTER MAW 8�' * ■Ab-44167 ' I - - - - NOT i I I C 0 jjc.1 AMERICAN SHUTTER SYSTEMS ASSOC., INC. D_ J 112 Z IL E C 0 F, (1)JlAa* L 1 1! nuir TESTING 4M*Fsr Raws mw p8WC'Mr PALM opm FL 3540? 17-114 1112- EWDARWW LOrAWN ............. f.. wz, (800)4J2-2204,rAJO(WI)209-8MO l*' ullt..G..m.. awmw N. 114-0-20?""V SCREW ALTERNAZE SECTION C' — C' (WALL-T) to &OCK L WAL PI& fl4*0-20 MY Wlfflff NON HURRRICANE POSITION SCALE 518--I- u! Palmro CoNourE F16 / OA J D O REomn) F/6 RRED CONORM D E OR G t OR 7 / OR JC� AT,N REGMEO N DSPAN AT REOWA£D �M�EOWRAD SIDES(SCE -- AT MIDSPAW AT AtD A4(SE£ N REQUIRED SCH£OULE FOR ^ SIDES((SEE SCHEDULE SCHEDfAE FVR REQUIREMENTS} rOR REQUIREMENTS) REQUMEMEMSj AT MaVAN AT w r 3 6 S r 6 r '�SIDES NEWJLE FDR > B fSel "R P o G16 `` G16 N G/6 G/6 'r h N p� lJJ Itf tJJt IfJ/ ! 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Ll- ASS4/EXTRUDED BERTHA BAHAMA SHUTTER DR44N On W/A£D NOTCML71 114.0-?0 SCE WALK •'�'•�• TO t.t60'DEPRi IS 1RT0 RNNo71 FA. o7/Jr/77 n)rD.r sus TD PENEIRArE MID '_'°G l[. E C.+0,N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. a>£ F E© M/MASM£R IfrAO AND W. mur 7FSTVfo h£NGLNFERIXO COMPANY 4768 NE1T RNDS O4NE T'A TDP a samm Ilff KI.,u.a<,ma aa1 V.uW OV&!os npPai.Ofe. Orsr PALM AFACK TL J5407 17-114 OR(a 1 w .: n.fsn.r� [m�,n_I', PnnMe(Boo}w-asD4.rAY:f6sr)7os-67BD DETAIL 1 f3-r °rypLum - — y� — nRtmNG Np SLUE:/ WALTER A nuff Jr.,P.E i ao.6.00) >pr SHEET 5 or TJ /2" .1' nORnA Up./44167 P F1 s w 7/S X J,J2 _ - -------- -- +a vERTTCA[crw r/? 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AMERICAN SHUTTER SYSTEMS ASSOC., INC, ora DAM\ •.......r�•'•�\+' TILUT TESTING&CHOIMEERING COMPANY 4258 nrsr Rawl ORNr '� •�� �1 s "EST PALM Mco.It.JJ407 yT:N nawtTeT un.w amrn� nrs m. murmr 17—114 r rNPHONE(500) 2-201.FA•'(SSJ70?-- mEtIDd7N.wm a7AwO,N To 0TD WALTUt A.-KILN Jr.-,P-E. r as r8-mT hN +� SREEr 5 Or JJ ILORN444167 , h� W#'i LAO 0 6.0.O 1•I/7' DSCADED'0.G PtWOD✓tGtOr�F}TSFu1G Aft.Y7ldtIlaN 1/4'0 LAO SCREW O 6'a a WDaO.HGOER. \ Wf/1')4�IAO SCREWS 0 6.0.a 7'R J'R.125'0,o f ➢LTI/E7h4EANIM, �m fi w!t17'Ftin.RrREADED {OS 0-76 ALLOY Cbr t. r NDOD NGOER. P D£rkk Y r0 EXISDNO / \ ) Cenk. f CR^ C.I. (N r JJ4' t' a u.s.o a-o,s allC / / 0 cont Colt " v�o Cont / C.I. j„/ / Cent Oenl. / S l Conr. M;44 r. TT// 1 OR i.E i Goer: / . '+•a.• �, ,,.•...�• x T WOOD r18U.MR RCOWtO `•J "-1Jr '^' / WOOD HfAX!! WDDD IIFMER �'� J/r6' REOWRED EASING G1.i2S Exrsn= Rro"DOpuRE'o°aP DOSANG CLASSSEF I ORO Cont. GLASS I OR(2)C-L. CW 9 splay S££'SrHroar RAN9 ON SHCEI'D I OR V O SEPAOZ(r i' MR N CAr5T0M ON SCRED" 99 Cont. To GLASS GLASS FOR Lra SIAP55 J cane. ,/ rent J cony. ,/ cent G OR (0) C..E rant G OR Q ©OR r"�'s G OR Q r'R 1 x.ns c nL Gant cant C.L C-L C-L Cart C-L Akri�.CEOSUR£AAtiLE' (6063-Ta AL409 W/ tt x J/4-SL Cont S/t6'0 AU.POP Cont / RNM16 R 13 Dern O OR f � i.+ •.:• ! — !::.,'_ (�G17 f�tDD 1 (J)lrD R!r/1's at s. (J)/10 r! 132' SU..S. / Conr. r '•.'.;•• V,r'R.175-C-L Al— i r 112-S M.S rLa AtRXF{aa6J-ra Auor) O EACH J4VA 8 n (J)//4'0^20 FIGO L m4U Ismols PANCtLATE ElCD ma's/Esmoh S 1 f7�!4 1-TD z!'90C w¢X / p uuLE DR ioar av ! /f � E�iutE wJ t x un. r Dott�mrin !/4'6-x0 _ Pt.1T£ w va•ErmweDLr PurF f� (�} R .REIT ppIEDIADON A1.111.111 / �L�f TV PCNRPARON' tTE ** RMIUW fA.(Q) L sl,,m-20 RRlLID SCREW 1 OF EXISDND NOOO PLATE OF O050AO MDOD PLIC O PUR' '1/4-Y-20 004T WJNUT / f RI a x J'Mal Nx/A7 Ahrm. (2 r 4^4 eAc scREN $a rzrer -r e!g WOOD SND A SMD(E00N.DF S= •` 'f 1/!1• RREQV 0 a TI S4 /KunNlt)AND w/1 1J:'Bin f 1 r,,' N S, 0.")AND DRO'LXrSDNG ALTERNATIVF .1 ALTERNATIVE 2 F" 9 NON tll1RAM 3 POSITION DETAI (7¢m.p.h. OR LESS WIND SPEED) ALTERNATIVE 3 ' NO.44967 � •, SGILE 3/B'�' t' HURRICANE POSITION HURRICANE POSITJON HURRICANE POSIFION c7.Ass J SCALE•J/8'a l" SCALE.•J/8' J' Dusava SCALE•J/8' Cant t+'/Rlrver0A,— WALL. MDUNTING MTALFf1,T10� -0UT :.�Sl� �j•-+'2✓ ����� ©OR 1/4-6-2D Sotr w/Nrrr - SECTION A =�4P•' ..�••'''`'1��, root rant OWL INSTAU4 MON D—RZ41LS ON EXISTING WOOD BUILDINGS' fLOR1DA BUILDING CODE(Non High tone OR®C.I. L COMBINADON DRAWING: ' !.lNSTAttAITONS ARE ONLY YAttO FOR tNS7ALEAJ7DNS w771t MAXASD.DESIGN A+SA/EXTRUDED BERTHA BAHALA SHUT7ER(SHEETS I THRU 9 OF J3) / MR EXLSNrc ASSA BERTHA COLONIAL SWUM(SHEETS 10 THRU 33 OF JJ PRESSURE RITWG LESS OR EQUAL THAN+62.0.-75.0 p.s.F.AND Max.SHUTTER \` SPAN AS PER SCHEDULES ON SHEET 9. 02017 O41ECa 1NG L.C. ASSA/EXTRUDED BERTHA BANANA SHUTTER DRAWN Br. x.PINEFOR NO,SPECIRCC DEN5f1Y OF'a55 OR EQU4LWDOO 5 i{!BE SOUTHERN '�";'�Nr��� DTf31/I7 L °F"N B` �11 L 1 E�L;O iNc� AMERICAN SHUTTER SYSTEMS ASSOC., INC. a,�. / 114*0-70 L MUCH LCCA110Y 7NU- SCREW 4266 MY ROADS MW TlLLR TCSTtNO d FNOINEERlNO COMPANY !/4'4-20 BDLr WJNtf7 p,,,NR 7,�p;,y,may wwzN avtt✓Qa„py,,°r„ WEST PAIL REACH,ir.JJ407 17-114 NTIOO SIUO (77 1/4'0 UG SCREW Iiw, pmisn+lllo.ru r NQrF1n-rur PHONE'(6n0)4J2-7704,FAX.•(561)208-8360 O 7s'0,a A FApI SNA(u27NIDM OF SNA At TERNATE NON HURRICANE POSITION DETAIL 4 F9 Ir�a71s r'C0T m,x. txsurra as ,,,:,. auurnar ma mom No MIMED 2'B;a.tRIWrHi)A'fYl.W/r 132'Yin. STS D Polew7w WTO E76ANG SG1LE J/$'m 1' WRQ/MA L!¢r t,,Rx.. an rx.ms r Jr x SNCET 7 OF 7.1 a VIREO o COR CR—� \•,` \ OR RMICR 2•.<4*ISDOO S7= 0 24•D.C.RfOUeRla ') REOLRRCO O CORNER f / PANEtAMTE WLCmal0 // \\y,\/f 7NRE•+pEO PE1E7RiTlON. J7 Cent. J/f6'a POP R&Tr O tt PER BLADE] 2'Y». �" 1'1Gn L Q NnG 3'x J/J6'Min, O REAR dNLY } (J)7/4•a ELCO DOM J OR. 4� {1 P7 READt�'n PE/WNEr1RAT7/708u u'�. W,R�ER \! { t6 06S-T5 ALLOY)w/ l c f. s2CJR5/16* sJ 7D°fAC i Ja3T. ! OR J IJ LSU LOC47E SCREW AT F CML AdDWOM OF DOST MJ ''s• .a 1. •... 1 OR CMr. 14 J14' l700A MEdHBER ..- LAO M.S Cont NOMINAL.N7DTNj W/ S SJ049 SO.SC. i 3/A RENS O 6,01 C. O 8'0.C. 2•Min. 7HRfADCp 6�OL t POP PFR OWE) /1 1/2'Mn PEHL7RA7fpN. N O REAR 111 ! OR RE1DF8 T'fNETRAi7O f• IJJ 1/P A-2D'RIVHUTS w/ 2'x J J J6' r.) ((J) r/�•r-2D x J f/2'x x -- Ciasu .OR AL C.A TCALLY AWm.ANkitf / OA a 13x..1»' OR(7/2 l I DI�/�rCE \ SEE SCHLOULE ! ✓Q CML ! OR S S S! J 2' S.,(ts.) TOP I RET) ON SHEET a FLxr GbnG �'.. (typ.AT EACH BRACXET} F MlN. N SEE Sc mr— 70 L OR J SCPARAGOrr m f•LA55 �;J�j r/4'a-2D Rwm W! SECTION A—A s A°I JTo S. G OR kJs/o J'o c i�RfrmAli'rs (WALL MOUNT) GT oR('i2•in X t�ir//A22teE OR.O S x J J/2• x.K S'. mP k BOr7(7N .! C-++L SCALE //,I"a I" ! TO S�aRMQS' (Typ.A7 EACH DRACKET) 1/4'P-2O RWNLIT a 9'0.C. ,/ Cant Iv/r/4'/-2O.c 2'x S u,x I OR FULL LERGrH{Lour£uwATs ACTION B—B OR Ci SG L SDE OFTIN R RLbULLfOAT SEH REDU/RCD O C H£14 14.0 Rn4HUr O 9'D:c. 4 7 (, OR (WALL MOUNT) CMC GML W 1/4'•10 o 2'S S tA.x ELEVATON ON SHEET S 17F 9 FOR ( ) / VOLT LAYOUT) SCALE 114" - 1" O FULL LFH6Wr(LOLTS LWAYS (J)7/4'M7-�2O�X 2' - AT LFAST 1N70 OR Al I*AT EE AG S W/C SIDE OF X ON SH MU5 OF SEE CMG 2'x 6•�WOOD DECK 531NC NUT v 3'O.D. F BOLT ELEVATION LAYDUr.SHEET S OF 9 FOR REOUME0 DIAAA'CEL TOP k/80tTL7UF �� '?'x 6•HOOD DECK (Typ,AT OACH BRACKCT) "-J- REOLHRED N 2 Mri. EOGE(X5TANGf AF MPUCABLE: �. ` ! OR a n{1�//plgijr'�i: 1• f 4'd GG l LAC SCREWS 0,6'0.C. (1 BJO /CRt7Y5 O 6'8.C W/r t/2"AAn. x�rx m QOR r y ( r.�� V�' SF'•T�'� W/f 1/2'A6n. THREADED PENE771ATAW.. N _ ry ,SSAr ; THREADED Ar.. NO.44167 'L ALTERNATIVE 4A ALTERNAT/VE 48 ' 4'a Elco/m,a'a [' Tf W/t 7/8'LT.a DIRfADED PENE7RI1K/N. SECTION G—G =a.� 01 FLOOR/CEILINGAfOUNTING INSTALLATION (FLOORICEiLiNG MOUNT) �.LSIONq�,E� A3�3 — S,ECTION A SCALE: 114"= .r" SCALE: 114"= 1 INSTALLATION DETAILS ON EXISTI{VG WOOD BFLORIVA BUILDING CODE(Hon High Velocity Hurricane Zone COMBIN417ON DRAWING AS54/EXTRUDED BERRt4 FAfL4AW sHU77FR(SHEETS I THRU S OF JJ) ASSA BERTHA-COLONLAL SHUTTERSHEETS to THRU 33 OF JJ Np1E5 02017 1M0.MC, t.C, 1.INSTALL 770NS ARE ONLY VALID FOR INSTALLAMAS WITH MAX.A.S.D.DESIGNASa^A/F EXTRUDED BERTHA BAHAMA SHUTTER D41WN BY• PRESSURE RATNC LESSOR EOUAL THAN+62.0.-75.0 Pat.AND'Afore SHUTTER SPAN AS PER SCHEDULES ON SHEET R OT/Jtjt7 2.FOR NEW WOOD FRAME CONSTRLR:WM WOOD AIOJBfRS TO BE SOUTHERN IL E C O i x e. AMERICAN SHUTTER SYSTEMS ASSOC., INC.�DATE.. P(Nf Na 2,W/SPECJF/C DENSITY Qx-0.55 OR EQUAL. 'TILUT TESTNO 4r ENGINEERING COMPANY 4268 WEST ROADS DRNf U.a.a..rn xmru nyw yr0 WEST PALM BFACH.R.M407 17-114 PM,v r patVH-rsu.Tn.(iapr�r-rur PHOA2r(BOO)1.72-2204.PAX)(561J209-OMO -mail:llilaaaOa0l.Wm DR"m Ho L'8-0006719 A a"r ^� ^� WALRR A,MIT Jr, Arao,A-us mm SHEET B OF JJ aOR/AA Uk.B 41167 F SCHEDULE># I SCHEDULE If lA MAXIMUM SINGLE UNIT FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING AND MAXIMUM MULTIPLE UNIT FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING MOUNTING TYPE AND MOUNTING TYPE SINGLE UNIT ELEVATION C4E.1 t.r+MAL!Mp11NT MULTIPLE UNIT FICYATION DISE s:MAWID IOP gw rpPj 'cw IRMPED Ar gots +sm( a) CASE 1:OR RWAU+WA AT CASE 6:+.iIOFS(SNLEI'aJ� aq �J `i 11 qq (SHUTJ. S70E BRfCKtT SME B78lCxtT BAHAMABRMXET WE SHUTTER Q) BAHAMA SHUTTER TYPE 67De N TYPE . y UNUMtTEO iP UNUAIRED it p OF NRS MAX.A.S D. " IN MAX.A:S.D. MAXIMUM SPAN L'(IN) MAXIMUM SPAN "t DESIGN PRESSURE O DESIGN PRESSURE RATING(p.s.t:) RATING(p.s.4) MAXIMUM UN1T' INTERIOR MULLION MINIMUM SEPARA77ON MAXIMUM UNIT W/O SIDE BRACKET W1 SIDE BRACKET MINIMUM SEPARATION AND WE WIDTH "W"(IN) W/0 SIDE BRACKET W/SIDE BRACKET TYPE REQUIRED TO GLASS(IN) AND CASE,,/ W/OTH "W"(lN) TO GLASS(IN) _ CASES I&11 CASE! +56.0. -63.0 42 52' NIA 3 1j8" 150.0, -43.3 36 1j2" 72 1/2" NIA At 2 112" CASES I&11CASE I +75.0, -100,0 42' NIA 96' 2 1/8" +62.0, -75.0 J6 T/2' N/A 83" A2 2 318" CASE R +62.0 , -75.0 36 112" N/A 84" A2 2 J/8" SCHEDULE # 2 SCHEDULE# 3 LIMITATIONS FOR SINGLE AND MULTIPLE UNITS BAHAMA SHUTTERS UNIT WIDTH (IN), SPAN L (IN) AND MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES®, C, OR®AS CORRESPONDING MAXIMUM A.S.D. DESIGN PRESSURE RATING(p.s.f.) FOR THE INSTALLATION OF, SIDE & SILL BRACKETS WELL AS SILL ANGLE Q AT BOTTOM (AS APPLICABLE) FOR INSTALLATIONS INTO CONCRETE & MASONRY BUILDINGS BY MEANS OF.(3) 114" IX x 718" CALK-IN ANCHORS * INTO POURED CONCRETE HEADERS AND SILL *** MAXIMUM NEGATIVE SINGLE.UNITS MULTIPLE UNITS MAXIMUM A.S.O. SINGLE&MULTIPLE UNITS A.S.D. DESIGN - SIDE Q SILL BRACKETS"• SIDE&SILL BRACKETS• DESIGN PRESSURE' PRESSURE TO CDNCR£T£ 'TO BLOCK TO CONCRETE TO BLOCK RATING(p:s: 1.) 7OP•k BOTTOM 70 CONCRETE RATING(pad.) Max. 1W" max.. Z" Max. 'W' MGM. 't" Max. iY` Max. " Max. 1Y` Max.- 'L' ALL PRESSURES COVERED -55.7 42' 96" 42' 96" J6 112' 84" J6 84, IN SCHEDULE 1 &#1A 9'O.C. TOP& j O.C. BOTTOM. -65.0 42" 96' 42" 96' 36.112' 84' is. 4' *** SEE SHEETS 7&8 FOR ANCHOR SPACING TOR IN/STALLIRONS INTO WOOD J6 112- 62' FRAME BUILDINGS. -75.0 42" 96" 42" 96" 11,112- 8J' 27' 83" -83.0 42' 96' 42' 96' N/A NIA NIA NIA -100.0 42' 96" JB' N/A 63 N/A N/A N/A 1r•i•..N,� FLORIDA BUILDING COGE(Non High Velocity.Hurricane Zone * r�" �,�y COMBINATION DRAWING: FOR£LCD PANELMATES((3) 1/4"K W/1 7/8'PENETRATION)USED AT SILL a.S/DE BRACKETS FOR INSTALLATIONS INTO WOQO.< /7"I;6. ASSA/EXTRUDED B£RT14 B•U/AAW SHUTTER SIfEETS 1 THRU 9 OF J3) / t t/ to FOR.SNlIT7ER SIZE. , Q'� T�,p ASSA BERTHA COLONIAL SHUTTER SHEETS 10 iHRU 33 OF JJ) ** IN ANY.CASE, MAX/MUM 'W'k 'L"VALUES W/CORRESPONDING A.S 0. DESIGN PRESSURE RATING.SHALL NOT EXCEED M1MU'.`VAC4L'S'7t4tttDAPED: °sa17 ru'Rca,Rc. ASSA/EXTRUDED BERTHA BAHAMA SHUTTER aa�iy�Bl: ON SCHEDULES/ 1 & IA. r NO,44167, 11 L ECO;L N C. AMERICAN SHUTTER SYSTEMS ASSOC., INC. CAM.11T T6'"1 S7AIZ1;ngr �' T(tur rrsnxa m ENorxEaRrNa cawAxrr R�m"°�° or + ". �-�• �\ .,a�w.nm n.n.xa v.,au+ n+ra.u,e, 17-1 14 /p� .�..,nw,en„uo,r.,(/�uu5�m•,y, PHoxe(Bao)u2-2604.iAx.•(661)209-8M0 •4 � ,1� r-mall:WL,cooao4c9m a,rs Ar.r nmMmr mn DWNRG N. •� �t fro? A,m rJ 11s) nORlGI U N1aTE an,a-oes ,rn , JHICr 9 ar JJ GENERAL NOTES: 1. COLONIAL SHUTTER SHOWN ON THIS PRODUCT EVALUATION.DOCUMENT(P.EO.) MS BEEN VERIFIED FOR COMPLIANCE 1N ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDINGCODE. (C) TO EXISTING WOOD (MIN. SPECIFIC GRAVITY, G=0.65 MIN.)FRAME BUIIDING.ANCHORAGE SHALL BE PERFORMED THIS COLONIAL SHUTTER SHALL 0.BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI DA041BROWARD COUNTY). BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, PLYWOOD, STUCCO OR ANY OTHER FINISH. -114"0 TAPCON ANCHORS MANUFACTURED BY LT.IR BUILDEX OR 114-0 LAO SCREWS(NDS 2015). DESIGN WIND LOADS SHALL BE DETERMINED AS PER.SECTION 1609 OF THE ABOVE MENTIONED CODE, USE TAPCON ANCHORS FOR 1NSTALATtONS WITH STORM BARS AND USE LAG SCREWS FOR INSTALLATIONS WITHOUT FOR A BASIC WIND'SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED. STORM BARS USING ASCE 7-10 AND SHALL NOT EXCEED THE momfuM(A.SG)DESIGN PRESSURE RATINGS IND44TED ON SHEETS IJ: 14 22&28. NOTE.* IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMNED PER ASCE 7-10 0.1)MINIMUM THREADED PENETRATION INTO WOOD FOR TAPCON ANCHORS OR LAG SCREWS IS 1 112"I.11N. SMU BE FIRST REDUCED TO ASA DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W1 MAX. (ALSO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 13, 14,22&28. (D)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ORDER 70 VERIFY THAT ANCHORS ON THIS P.EO..AS TESTED, WERE NOT OVERSTRESSED,.A 339 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS..HOIPEVER,FOR LAG SCREWS INTO WOOD,A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS.SPACINGS Z EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE COLONIAL SHUTTERS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION SHUTTER WITH HEAD&SILL BRACKETS WHEN USED W1O STORM 84R5 OR TO SECURE SHUTTERS W1 STORM BARS 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AR REPORTS#0624.01-98R, {'1005.01-00, 10309.01-04 AND AND SAFETY BOLTS DURING PERIODS OF HURRICANE WARNINGS. 0916.01-07 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS a OWNER TO BE RESPONSIBLE FOR PROVIDING A SUITABLE PLATFORM OR BALCONY WHEN SECURING UNIT-DURING 2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy-25.0 ksi MINIMUM HURRICAJE WARNINGS. YIELD STRENGTH(UNLESS OTHERWISE NOTED) 9. IT SHALL B£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 SHUI7ER J.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316'AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER COMPONENT'EDGES WHICH REMAIN IN CONTINUOUS CONTACT WI7H THE BUILDING TO PREVENT WINDIRAIN INMuSION. DIN 50018 WITH 50 k$P YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W1 FLORIDA BUILDING CODE CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH, SECTION 2411.3.J-4. 10. BERTHA COLONIAL SHUTTERS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY 4. BOLTS TO BE ALUMINUM ASSOCIA710N'2024-T4 ALLOY AND TEMPER,ASTM A-307 GALVANIZED STEEL, OR AISt 304 SERIES BUILDING AND ZONING REGULATIONS PROVIDED BY'THE JURISDICTION WHERE PERMIT IS APPLIED 70. STAINLESS STEEL WITH 35'ksi MINIMUM YIELD STRENGTH. It. SHUT7£R MANUF 1UR L46EL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT SURFACE OF THE 5.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANOREL. COLONIAL FRAA!£¢UE ORIN ACCORDANCE WITH S£077ON 1709.9.3 OF FLOR/a4 BUILDING CODE. ONE LABEL SHALL BE PLACED FOR WIRY OPENING..LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING 6.ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED)SEE DETALS FOR APPLICABILITY CODE, (A) TO EXISTING POURED CONCRETE(Min f•c-JO00 p.sd) 12. (o) THIS PRODUCT EVALUATION DOCUMENT(RE,D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT 1/40 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. INC. PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.,I. 0. WHERE THE SITE COND17IONS DEVIATE FROM THE PLED. - 1140 x 718'CALK-7N ANCHORS AS MANUFACTURED BY'POWERS FASTENERS INC. (h) CONTRACTOR TO BE RESPONSIBLE-FOR THE SELECTION, PURCHASE AND 1NSTAUATION INCLUDING LIFE SAFETY NOTES., OF THIS PRODUCT, BASED ON THIS-PRODUCT`EVALUATION DOCUMENT, PROVIDED HEISHE DOES NOT DEVIATE Al)MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO.POURED CONCRETE IS 1 7121. FROM THE.COND177ONS OETALED ON THIS DOCUMENT. CONSTRUC77ON SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. A.2)CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED 1N70 THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 1140-20 SCREWS USED SHALL BE 1 112-LONG MINIMUM SHOULD STUCCO EXIST AND 1"MINIMUM FOR WALLS WITH NO STUCCO. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE'ENGINEER OF RECORDL.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR THE PROPER USE'OF P.E.D.HE E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. FLOOR,ANCHORS SHALL BE LONG ENOUGH TO,REACH THE MAIN STRQCTURE BEHIND SUCH PANELS, ANCHORAGE ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. SHALL BE AS INDICATED ON NOTES A.1) &AL2)ABOVE. (e)ORIGINAL P.E,D. SHALL,BEAR THE DATE AND GRICINAL SEAL AND SIOM4TVRE OF THE'PROFESSIONAL ENGINEER (B) TO EXISTING CONCRETE BLOCK WALL, (Min. fa. 1500 psi) OF RECORD THAT PREPARED IT. - 114-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 11410 x 718"04LK-1N ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC. NOTES B.1)mimmuM EMBEDMENT OF TAPCON ANCHORS tNTO THE CONCRETE BLOCK UNIT SHALL BE 1 114'. 81181""" 8.2)CALK-IN ANCHORS SHALL BE ENTIRELYFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) EMBEDDED INTO THE CONCRETE BLOCK UNIT: A, /� NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. ,1' � .`Vr"• COMBINADON DRAWING.' 114'0-20 SCREWS USED SHALL BE 1 112-LONG MINIMUM SHOULD STUCCO EXIST AND 1"MINIMUM FOR IVALGS +er P,.�;.(1`E '• �.f} ASSA%EXTRUDED BERTHA 8a11ArtA-SHUTTER(sNEt75 t 11iRU 9 OF.T3) ,WITH NO STUCCO. ASSA BV"COLONIAL SHUTTER SHEETS 10 1NRU 33'OF LILT \ i 02017 MIECA arc ASSA/BERTHA COLONIAL SHUTTER LQ 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS 8E FOUND ON THE EXIS771VG WALL, ANCHORS SHALL ?+ `4416' (WITH CUPS OR STORM BARS) BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON *• *'� e� 47/sr tJ NOTES B.t &B:2 ABOVE. AMERICAN SHUTTER* SYSTEMS ASSOC., INC. f "�\ ` 'INC. turL; } .y \1` 4289 NEST Ra+D3 LARNE =D�•+ ,It ..Y \\ 7Jt X.rEST7ND 6 ENfTfNFER/NG GONPANY NEST PAW 9GCN FL 31407 17-114 I F ,.... \ aw X.xrn A ea. vied ftMa1 vree N"AM (800)131-2204.lXK(56 71209-8790 "� \\\ n f f M>I-i n.rw%..rlr-eur DRAWlNO No NAL•>G� 111 28-Dtll6Jt9 m. xmvlar aR m.fN aawm. aur () WALTER A BUT Jr..P.E. as viw r67fj1 FlOMN 1R./F161 4� SNCET!0 of 7J ,.3ra• ,a7n• L h SD3s' T— t 4.1 2920 ukx .7,0• 28rs' SINGLE HINGE .530• .110' QB FLAT HINGE C� QD DpUBLE HINGE ALUUM"DORUSON 3'LONG AT ALUwuuN EXmUMON,3•LONG Awmmw BOUSION,3-LONG .a3o' ,FLAT HINGE ® DOUBLE HINGE (M ON Q:1'1/2'LONG O PANM JOOaS 2.37x•LONG 2.312•LONG •Sbp• • �• AWmwuu EXTRUSION µUUINUN EXTRUSION 0@0 Asa' 7.000• JOW' n/rei N o .770• ry LTLZ FJ22' Q • xwEyj,,) � h ED Q STORM BAR TYPE 1 aTQRM BAR TYPE 2 AwwwuN 10"USON AUN-m"muslou 462. L FRONT 1REYI30a• r.J7r 20W COMPONENTS VALIDITY SCHEDULE (� COLONIAL FRAME 1 ALTERNATE COLONIAL SNAP CAP CORNER KEY @N H.V. STORM BAR CLIP USED WITH awwuN EXTRUSION FRAME ALuNwuu Dm sm T 1/5•LONG 2 fro•LONG. COMPONENTS ALUYIHUN N.uUiNUU EXTRUSION AMINUN Dt7RUNION CLIPS STORM BARS 8 YES NO tea. e3'?10• B NO YES ._Hexes ARC oPrwxtl y.ssa•t"- � @ YES NO 5NOOTH ('Q YES NO Typ .062' __..C�.�., y,SEn ,y ll NO YES rm �� � -I N _ 3JO's-ts YES YES C� O 0 YES YES .477- � � _ .�se sJ0 OF YES YES m ` h +Ts N , T50' — -IP .010• © YES YES n 463 �'•+. .d H YES YES �. i f4"o-20X2" 304 SERIES i ALUMINUM PIN YEs YES NO YES S.S. HEX HEAD BOLT W� DIE FOR HINGE, d NO YES v tl tlm 3 N e M1 e CAST {ZINC NICKEL Pj ATEb 8051-Ta lam'uwr 0 NO YES O N t. 1. t WASHER wlNCNur- iA7 3�1 Q NO YES ar7s• NO YES HApL�F��SE+HUTTER fi 1r r >;�j 1. .0 N E N TT S COM IM4nON ORAWNG Hurricane one BI ADE y� :070• 111 �+ G ✓ c 1' ASS A f EX7RCK7E0 8ERTHA 8eK W SHUTTER(SHEETS t THRU S OF S3) ALMA"EXTRURON +d, SII�.• �1� �F L ASSA BERTHA COLONIAL SHUM SHEETS TO 7HRU J3 Or JJ) f 01017 nt=q INC. ASSA/BERTHA COLONIAL SHUTTER Lc. i.r1J' ..�No 41167 • _ (WffH CUPS OR STORM BARS) Owimer' AMERICAN SHUTTER SYSTEMS ASSOC., INC. a7/Jr/r7 `,`� TIL ECO N g. Ina Rssr Raves wwr aTE OSHUTTER .BLADE SHUTTER BLADE.ELEVATLM �(�� �,1 TttUr 7ESTONO Q eWONNEERING COMPANY HEST PAW GrACx.FL.M407 17-1 14 Alx1 3M.,LA JL.fir.JW MFN1 LN /Opro1311J1 Pl/ONG(500)1:17-a1tll,FAA: 55! ALUNINUU EXTRUSION AWWNUN EXTRUSION *�. i0 M.m.a(mrA+ r �r "'t WALMR t,.r-.,A& O�r>roA, ,ri 4SxeEr rT ar 33 .ssJ' nwEADEO @RASR00 r 1»70t.300' f.s00• DIa � rfNRcws avos"—� .JT. R ro � J73' h4N • W/MALE PANELMATf W/FEMAtf P0,aWTE .1sT• .900• .13T' Q WALL MOUNT gugo-Our Q _SPRING TEMPERED BRASS "U" CHANNEL (I'LONG) Alum, BRACKET Alum, BRACKET & 114" ELCO4'LINO TEXTRON MgLE OR FEMALE �9N�bMI 4'LONG ALUMINUM EXTRUSION ANCHOR W/ 360 BRASS THREADED NUT ALUMINUM ImuslON .su• mu a TAP nwu _. rCiY 1/4-20 TOP NEW .ms' .7210. rrea:.aak. tJl C-WW.417 am .ZW O.D. +� Lea sr.as capT rA Qti�r�R Y \ SEC 3�• 0.4416 ` WAf 1,_f3ll„P W/AtatE R WI)/4 C-10 SS, ALL TRFADF LIA-NINE'R00. ` -o �gy MALE SNA6063-T5 AttOY P a� .�.Vr3iD� Y•'f�L, �1 COLONWL PANEL � 's�ONALjtiit I�+` © ALTERNATE ALUMINUM "U" CHANNEL (ILONG) Sc 1/4" ELCO TEXTRON MALE PAN LMATE ANCI.lOR FLORIDA BUILDINO CODE Non High VelocityHurricane Zona OR WZY14.0-20 S.S. MACHINE RQ O 00U0 'M"s COMBIMA77014 DRAWING: SCN.E. 1/2'a J' AM/LXIRUDED BERfiW.&WAAA SHUTTER(SHEETS I TNRU 9 OF J3) ASSA 6tRDH4 COLONWL SNUTTER SHEETS 10 7NRU 33 OF 33) 02017 TWECO,INC. ASSA/BERTHA COLONIAL SHUTTER Le.���� (WITH CLIPS) DRANK Br. 11 L 1 E C Q-- AMERICAN SHUTTER SYSTEMS ASSOC., INC. 0701117 TILLIT TLsTINO a ENO1N[CRINO COMPANY 42s3 NEST RENDS DRN£ Aus R1:'Rat a wrrar ljtW6l arse XEsi PAW DE�C%R.J3407 co b +�'M' PNOhL•(300)4!2-2201.rAx:(3si)2D9-am 17-114 Ee-0003719 +rN w 06r. aur ac r aooe•ra* aur mow'Na WALTER A.JttUT✓r.,P.C. m rA•anr iW a nORIDA Lk./MIST SNECT 12 Or 33 l/OR Bf18, C/18, D18 OR E18 B/18. C/18, D18 OR E18 D B%21, 4`•/21. D%21 OR E2L,�OR r,1 H ORO �R D B 0.,-, B%21, C%27, D'f21 ORE 3 OR OR(@ 5£E � SEE •••—. �_ DETA+t OEE .• —.. J/15. J1 DN'Ii� 1 - P E mow fatal CH Etm lofo� A116 A115 AV16 AV16 r o a Typ, r° t ------���,--- T q _�_•_— E +� o a � o ° l COR®�-,OR ° o E *l'.1 a a ` I Cort D OR 1(TyP•ALL ARDUND- - ———————— B DyP•) B OR VO ac.ARIOIIno ° (np)��y ©EICH PANEL) ,/ O (ryP•I N PANEL) J OR® B°' 8, C/18, 018 OR E7 SEE DEWL r/15 �B/18, Cf 18, D78 0 El B sEE DEW 1/Is 8%21, C/21; D,%2I IR 21 8%21, Cf21, D121 OR E21 8 (5££SCNEOIRE) 8 (SEE SCHEDU!£) B (SEE'SCN£WLE) 0 (SCE SCHEDULE) 8 (SEE SCHEDULE) 8 (SEE SCHEDULE) TOTAL WON a 28 70TAL AWN-48 DOUBLE PANEL ELEVATIONS QUADRUPLE PANEL 1•'.ic�A TI1�jT MINIMUM SEPARATION TO GLASS SCHEDULE MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) 0. 16 AND CORRESPONDING MAXIMUM PANEL'S WIDTH FOR PERFORATED OR,NOT SHUTTER BLADES �'' AND SHUTTERS HEIGHT (L) SCHEDULFLAT E MAXIMUM A.S.D. BLADES MINUMUM REQUIREMENTS A - ........... OR SDESIGN PRESSURE $ (IR.) L (ft.) AT CENTER O " ''�iinrEur►j1r CON (Z) S GLASS EPARATION RATING(p.s.Y.) OF SHUTTER PERFORATED BLADES +36.0, -40.0 18" 8'-6" YES FLORIDA BUILDING CODE Non High Velocity Hurricane Zone AS SHOWN,ON 3" COMBINA7/ON DRAWING SHEET 11 +36.0, -40.0 36" 6'-0" YES ASSA/LX7RUM 8ER7H4 a4H4M4 SHUTTER(SHEETS I THRU 9 OF J3) '. 8ERI, COLONAL SHUI7ER SHEETS 10 IHRU 33 OF 3J NOT PERFORATEDT,. +65.0, -65.0 36" 4'-6" NO 02017 llLTEC4 INC. ASS4/BERTHA COLONIAL SHUTTER LC. (SOUR) BLADES �� (WITH CLIPS) LnwWN Dr.• +69.0, -.75.0 18 1/4" 6'-2 1/2" NOric/TL a7/J1/17 �p�, AMERICAN SHUTTER SYSTEMS ASSOC., INC. L3 +80.0, -87.5 18 114" 6'-1" NOriur rarlNo a emamrERlNo coMpAw Orae Mr RENS DRAT and Hnx(►vX11'�iJoaxxxe a,mMltt�a Arra WEST PALM BEACH,n.1407 17-1 14 -moa:GltecoOaaLcom PN0.VG(000)W-2201,FAX,(561)20p-0.180 +100,0' -120.0 18" 4'-8" NO ED 00087Ia ascenx a a, anoemx aRAxTNc Ne WALTER A,AttR'Jr„PL as u-ces In n0RIa4 Lia./I 441167' SNEE7/J Or JJ NOTCHED TO &/ta, C/18, D/18 OR E/18 ®OR ACHIEVE ARCH 9121, C%21, D121 OR£/21 (8)OR {�w/o rr 0W/0ff}- N OR n' OR �f 11 1F 11 n O R Q OR T P�II ACHIEVE ARCR- If y 11 II ORO ti A/16 2 ORO•� rF u u n u zo a �i o o n DETAIL 2 1110 L11�o m�^� RETAIL 3 15 Iia no QDOROR 1 • 6 i A • °ll 7� r� .DE ALL L ax e i -- -- -- -- — — — c — __— ~i ®OR �� __ I CUT GR4NfiR ` -`--'-----'-" --�-------- QUANTITY OF HINGES W/ M x SEPARATION $EE sex£Dul£ pm _ a ©oR FOR oUANTUL DETAIL 1 15 BEEN HINGES AND CORRESPONDING HEIGHT H (Fn? _ SEE SCHEDULE D C l8, i8, 18 OR'E 1 FOR QUANTITY 8/ / / / 0+ 8y21, C121, D'/21 OR E121 r OR Q QUANTITY OF G OOR HINGES Max: SEPARATION H (In.) .ti ................ BETWEEN HINGES ,� ? NO.441 8 (SEE SCHEDULE 2 11 1/2" 20 1/8" �C+ �" TOTAL.WIDTH 28 3 21 7/8" 51 1/4" ' DOUBLE PANEL '--,,�NAt�N,,��+ 01 ELEVATION SCALE: 1'%-I'-O" MINIMUM SEPARA'TIQN TO GLASS SGHEDUL RAT MAXIMUM A.S: . DESIGN PRESSURE ING s:f.1 FOR PERFORATED OR NOT.SHUTTER BLADES D (P' fLORIDA BUILDING CODE(Non Hl h Velocity Hurricane Ione AND_CORRESPONDING MAX(j�UA1 PQJ 'S WIDTH (81 COMBINATION DRAWING: LADES MfNUMUM SHUTTERS HEIGHTS (LZ& (-H) SCHE { ASSA/EYMOED 8ERTru LtA11AAfA sxulTEre(sxEE1s 1 THRU s OF 33) BLADES OR S SEPARATION ASrA BERTHA COLONIAL SHUMI? SHEETS 10 THRU J3 Or 33 CONDITION TO GLASS MAX/MUM A.S.D dT017 " ASSA/BERTHA'COLONIAL SHUTTER aLa t Rr DESIGN PRESSURE 8 (!n.) L (fl.) H (in.) .�,��_ OM CUPS) PERFORATED BLADES RATING(p.s.f.) 7/sr/n AS SHOWN ON J. I I L'1 E C►O 1 N e. AMERICAN SHUTTER SYSTEMS ASSOC., INC.SNC WE- -SHEET 11 Taur=hmo.&1Na1H6ER/Na compANY 110"wFST MM9 AWSR' t70.0, -85.0 36" 4"-6" 2D !/8" n°w Ar,c, wisr r:Aut sEAaL rx.s3ra>' NOT PERFORATED °}x"�"i51 TUI 17-114 •-mea; 4e°0°d.epw PRONE,(000)A71-1101.FAk.•(961)109-O.MO DRAMW No Fe-D0007t➢ maen°r x,c s�s.n (SOLID) 9GADES 1" #80.0; -87.5 t8" 5'-3" 51 1/4" w:¢ttR A TILUT✓r.,PSC RPRIDALk,1 44107 'SN1r1'II PL'T3 .y j 10 a 1/"1��//2'SSS N S.M j 10 11 14'RSS At S FOR OOR(D r-' Q OR €1 _ -^ ——-Maes F--- r_-___=c=- __- nGP= Ar EACH PANEL.CORNER ==__"4I � IIk�--=._ __—•-_----______ -.__._____.-_..._—__ =4__^-'€€ ` j I°.JAS'S AR 5. _ _ - --_ - _SII €€ ' OR J ID t S�? S N.SA4 E + F � LVx100.I I&RAYMCS a ro DR>c1 \ l� TfF-h$O.ALtlY7NN0 RN•Nt7M �-� yP.MP*OOnOU rA'RRAcW.. V OR. K (ryR fA.ERACAET, 1/r DETAIL 1 (2) 1/4NX2-1/ (2) 1/1 OX2-1/1" TAPCON ANCHOR TAPCON ANCHOR& 5/16"0X6." 1" if" 5/16.0X6." 3/4" ALUMINUM PIN ALUMINUM PIN Ii It II II a v a ®OR a 0R(D N (B)OR o n 1 It OR(+� n n I it 11 tl n If (3)3/16'ALUMINUAf + �} (3) 3/16-ALUMINUM `F.9 +�0 POP RIVERS OR© POP RIVERS OR DETAIL 3 ALTERNATE DETAIL 3 ,ii� Q.,•• CAE.IVl� �•1 ORIDA RUIIDINO CODE Hon High Velocity Hurricane zone ,��' l TASSA/ COMBINA0N MWN0 IA 80K W SHUrER.(SHMS 1 WRU 9 OF JJ) �� ••� N�•'4"1,' ASSA 6ENIHA COLONIAL SHURER $KM 10.rNRU J3 OF 3.T `� ' axols mrEca Rc ASSA 6ER1HA COLONIAL SHUTTER I.C.No.44167 ; j1SITft CUPS) aRAwr!Br AMERICAN SHUTTER SYSTEMS ASSOC., INC. °T�J'ft7 � nuff rE517NO d,CNGINCCRINO COMPANY 426E EFSr ROWS ORh£ � f 7.' 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INC. °'/]r/t' i1LIEvdINC. r nac (PLAN) SCALE,J/0'w 1' TIL Ir rc$nma*,ENOINCCaSRt!0 COMPANY 4260 WEST RaQ$L fVE aW xrmm 02.+pI 1�),eAt pp 1 r`JmNltrnt�a ar, PHOA:(60)02--PAW22O,.fAX.(9�109-Wlr0 1 T-F14 DETAIL 5 : NON HURRICANE POSITION ONLY a-moJ;UIco-o"7 eo4tam aRAW NO No (PLAN) sme,J/@'. r' Wnawai m 1.44'167 r p D 1'°x ' sRELr r°or s]. 0114•.TAPLON ( t. .TAPON POURED C[24CRt7£ POttRFD LnucRrrr OR LONCRM BLOCK OR LONCRFTE BL,DCx f/ i r i RLnuuFo LLn exaiOULm % r t rt RFC ff _ { 11 UWfO t ymxn1i� ' ff/,!/f'i i% % , r !%'f�`I M1 ;�%�'/',%' f'' w r M W/.ut£P tS M w/aut£PNrnuv£ C B w�7) %f8v euu. G ` B °R.,: no./l. ./l.M uuL t w/JR/L}Ks'r•Sco.tr s!8' .� ..�.,. w/ajrs ea a 9/a' ] O.a YUDE'At ro PNIEL �� �"'.����T'�' -. • aL:YCRJC/L 10 PNIfL OR OR B + OR H �o o+o o+o - a o ! 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NON HURRICANE POSITION ONLY AA•••.., FLORIDA BUILDING CODE(Non Nr tr VelocW Hurricone Zone FOR INSTALLATION AT QUADRUPLE PANEL ONLY ,•'' ER A.J/( •, GDerBRunDN DRAwrnc: n tY���1�••.........., 2'• ASSA f£X7RUDED B£R7HA BSHAA(A SN07TER(SHEETS t 7ttRU 9 OF JJ) (wz Q 6 QX;) = 1$ ,,� �,�('i 1N,s�;•,"vim Y ASSA BERTHA COLONIAL SHB77ER(SHMS to 7HRU JJ OF JJ) C 02017 mrEco Rrc Lr !AN SCAt£;J/e- t- ,� i A5fiA/BERWff GOLONE4G SNUT7ER (I' 1 811 NO.441 (WITH CLIPS} oRAWN... ` �c� 't1 I1LIE'COittt. AMERICAN SHUTTER SYSTEMS ASSOC., INC. °raJE,T7 Q.�\ TRUE Tr$VNp a£NOIM££RLNO COMPANY 4788 WrST ROWS DRIVE HSI`PALM'BucN,FL JJ407 17-114 - I •'tib a«.,�no�uon ,o.rs, -,ur PNORE.(B00)4a7-7204.rAa(501)709-&VO �� oi:un.moaeLw., ORAWLNO No �ti s�o ••• �,FFtiiS WaiER A.TRtLTLME MOW rr mmnar �� NAL j11� FLo,Ba4 U../wr67' sxrrr 17 01 u POURED CONCRETE POWED CONCRETE POURED CONCNCW POURED CONCRETE REQUWD RfQWREO REOUR,V Rav"V !1ET 4'r /8• BRAGS 0 1 7/0 BxiPAC 9C&M EACH DETAa,1115 SEE-MAX TIC OEM 1/15 SEE WA%t/10 6WKET T tont z r T tont MPAO a"REOLRRED fxsw 8W0 Rrob"Ato r ALL AR 15p AU --1.@ Cont OR It 71 C.& TO Doss�SFRAPATWN TO Q.45S F oil W 41 �IWA"Rlll TO CLAW' (SW SCHEDULE ON (SEE SCNEDUtC 0.V 4 SHEET tj OR\ 0 DRO SNEEr 1J h 11) -0 OR(z) Cont n 2 I cwt, Dmm I MOW wmwow--�I DZMIV MWW7� im 'A"Lot UN m 94 TA ALL am R 7/--L r/1 \410— 0/0// 0/00 ORO Coni. 0.NZ cowm 8LOW OR POLAW COWRETE ETE POURED Pam OR DR OPR-- @ Cant. 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TO No 5 : FLORIDALRU/LOtNL;COOS Norr.High VelocityHurricane Zone, 0+(`�c•'i(} COMUINA77ON DRAWING, .- ^' �••' �:=rte ,,,�� .: OR ASS4/EXTRUDED"BERTHA R*9 W SNUTTER(SHEETS r THRO d DF 33) ASS4 DERITtI COLONAL SNURER HEE7S TO 71iRU 33 OF J3 * '•mow+1� 02017 Hueco,INC, ASS4/BERTlt4 COLONIAL'SHUTTER LC, ALTERNATE DETAIL 5A NON HURRICANE POSITION ONLY s�„s/pNaL�N��i 411y, w:rH cups) ;eY: (PLAN) SCALE: T/4'�- r' .,,,,,,r,rr+ IL E��`...0.NC, AMERICAN SHUTTER SYSTEMS ASSOC., INC. a,p TLL[fT TCSTLNO rk.[HOlNETRfNO COMPANY 4208"Sr ROWS Awm uar x i r v n R r a w u,M %rsr PAUL seACR..T[..u407 17-114 .«rtwll:IOI.roOocJ.enm PMWiL(000)4}2-2204,FAV(56r)209-0780 INSTALd_TION WAILS XI TIS NG WG?�► WARE it.+t t�lN� �R DA.WR�N. a Wu�A.�tJ..P.F a n. �amr n amnw RORRU M./44787 SHErr 19 or 33 ^ ( -^"•�^ 114-0 El CO.WC£PANkTNAT£ :� MAt£'P'ANElELCO MATE laJRfaUWm o CORh'FR rqT IRn• -_��"`-•. (aRE•xOWRm O CORNER rta Mid a' . (a)r/Wf uo SCREW : � 1 (7)VttRWfN/VM - -��...�' 1 fig. 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Ir ��n.7'j • COMBIMRON DRAWING: O OR (TYP.) �v�;•� ASSA/EXTHUpLb BERTHA B4HAMA SHUTTER(SHEETS! 7NRU s 0£J.7) q� ............ ASSA BERTHA.COLON14L SHUTTER ISHEETS r0 TIM JJ OF JJ) 02017lnr=,NO, ASSA/BERTHA COLONIAL SHUFFfR LC. DETAIL X NON HURRICANE POSITIONS "�'sjORM QRS} D�IM� • y �1HC. AMERICAN SHUTTER SYSTEMS ASSOC.,.INC. °7/srla SCALE 1/8-=I- •:y pT n� ; TILLIT 7LSRNO 8 CNCINEL'RINO COMPANY 42sa Misr Rawl LKh£ a� /J T asv rr�sv..u.: .rqs nriu g ataar ur WE5T PALM 80tCh FL JN07 �'O ; rw":ryaq)m rw.r°°Ataa3r-rax PHONE.•(a0o)4]2=2r06'FAr(921)20➢-8]20 17-114 1pR�pP, ''4�, ,1 a-moa:Wlaeoogal.tpm V •. ''� ,� Ee-oaael/f ...� � � n,:. .�,,,q, arr ORAwnvc Na sj �'}1' ,yi WALIER.A.rktR £ na ra.ogs �pr/1 U�•••�,� rI nOR'M Ue-/4444/87P. SH[EI'JO OF J] lifflrtf/f ti (2)1x4'WOOD STUDS r�„ REQUIRED 6 CORNER(Ty-p7- `x4'WOOF (4) 114-0 TAPCONS (?)2r' 2) rJ4 a ^(2)2 REQUIRED I.TW, BU/LDEY TO WAX-N N5 D O CORNER{TYp.) 2"Mtn-• \\l APG BU FD •SOC ` KTJEX TO WALL \� 2Ei0. 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ALUMINUM ANGLE W1 LENGTH- `!/( CLEW DISTANCE BETWEEN HINGES �• .75" .75' '`\ W/1"EXTRA DISTANCE CLOSURE.ANCLE REQUIRED ONLY �)I ASSED PtYW500O IF GAP BETWEEN.SHUTIER.4 WALL $ IS LARGER THAN 114'FASTEN W/ — - p .. .)I \ 'N114x1 J14'TAPCONS - ., - EXTERIOR 0 B'FULL HEIGHT(TM) :`:+ 1-- -- (2) 114-0-20x1 1/4' IIf ZW1(4) ! 4 0 S PHILLIPS FEAT .500" I �� TAPLpNS HEAD BOLTS INTO 1150• II ALUMINUM \, I.M. @GILDEN _ '- y�T 1/?' ALUMRIVET NUTS t TO WALL �__ oai�a.-� (p i W%(4) l/4' O OR (1 R°) 4 1 vee ALUMINUM ��••��) POP RNE75(/Yp.) (2)(5W1(4) 114'ALUMINUM POP NETS(TYp.) ELEVATION Y—Y F (TYP•) 114-0-20,,314-,AS vismavT£D 8Y ALL •SCALE 1/8"=1" F POINT SCREW, BOLT AND SPFCWL1tY CO. (PART 125CRFNA) w..»... oRQ! (ttPJ FLORIDA BUILDING CODE Non High VelocityHurricane Zona OR (TYP.) �f':a"(F�A. i((��,. CON@IHARON DRAWING: 1tt ♦ ASSA/EXTRUDED BERFM BANANA SHUTTER(SHEETS 1 TNRU 9 OF JJ) @ERT115 COCON1At SHUTTERSHEETS 10 in? X OF JJ TT % eBDn mr£c0,Rx. ASSA/'BERTHA COLONIAL SHUTTER L.C. N0+44:167 s (WITH.STORM BARS). oRAw11 m • �. -o AMERICAN SHUTTER SYSTEMS ASSOC.,. INC. 07141117 �. 4," %�„�O `+i��\� TItUT TE51WE.t ENOTNECRINO,CdMMNY 066 w'f5Y RLHDS DRh£ {' n. wow aaat a wESt PMM,, 1'.rL,J74D7 !7-fid DETAIL X (NON HURRICANE POSIT(ONA �� It ,..a,� :;1 ,� ' �, PHONE(600)411g1eTD4.rAx:(bON:O➢_6160 ••r+Witt tOttreaeoi: DI4WM'O No £B-W0671B m.x. um.w .sr+* aalsw as SCALE 1/8"=l" +�QfVAl7�j1p11 wrsM.LRre./41'47 �N•G, n1n sxELTJr Dr xs T! t 7 X FLA �\ pp���� I lifpfR�Ela jµ -(D -(D.0 Cam co �Aem &OCK \►\\ \\ on©coNT. 10 ar©con. (r ra=x x7x rrrro �� / t°rnr"i7Jxcm om iCR;spxanar aa3rr'acLa�roa� �m�F uwrw(per ewxJ soar fucr sua0 nv S+u7 Tal xscwr xam 4, x YP AV4 sar ff sY ri tt rt®�m0 carrt. Mi rNuraisH} cart. Q Dx°4T �mt&aR0 fm>.t 40 A. L 6 r p e R . A(tbEltlBr tltt Da{T WO AtaYAT/M !0 'ff yrLo Weis'¢t ®m��0 DTR1 iL$t (M ftAAa� 2E+a rr°ar`i accn taw++auau fpwrr BrxaO OP I�CONT. �' •, CRO CONT. PoVRiD / EC M •. tQ-0 OMT. ` rte" A .0 C". X RAT 4' SECTION E-E f SECTION F-F / D ow R24,M,= (WALL MOUNT) (WALL MOUNT) HURRICANE POSITION HURRICANE POSITION ���••..,� SCALE 1/4"=1" SCALE 1/4"--l- rrr�'���gqf�(�Al /( '.,� fLOBIDA BUILDING CODE Non High Velocity Hurricane Zone) ��''' fir;',`CEN h•,��. COMBIM7701V DRAWNG.. ASSA/"WUDFD BERTHA MHAMA SHURER(SHEETS ! THRU 9 OF S7) ,`� 2 ',•„ A. 8£RTHA COLONIAL SH41TMR SHEETS TD 7HRU 33 OF 33 ' 1/4¢-20x3/4; N0.44167 1 02017 7XIMA, MG AS 0lSTRlBUTEO BY ALL � ASSq/BERTHA COLONIAL SHUTTER �a PGAN,SCREWY,BOLT AND SPEWL/re CO .k; -- AM STORM BARS) pRAxw or. (PART f25 CRFNA) p7prpt _n� Ina. AMERICAN SHUTTER SYSTEMS ASSOC., INC. D.IB ' j 1 PTP •'a ��� 7HU7 IESIfNO b EN21R[[RINa CpMMHY 4268 WEST Ra09 OR YE Kr, R ,n. rsaw.vrr Pi3T PAtM:pEtcH,f2,Jltal ii�4 n...,(>�.1tidisa r 741°X o-,ar RRonrc (800)4J2-2x04,SAX.(321)222-8300 17-1-14 F' a-ma0:Gibc0Dao6rom �aNA�E�,nl EB-02027,2 ORAWWp No +'��rr�Xll�trltN7 W.RFD?A.tklf7.„P.E. RFD? Lk./14IR7r a0 rJweT SUM J2 OF u •�1 ,r! t H OR(D (TYP.) E +SOR(ED (TYP.) (� ( h� I V (TYP.) t Ems;-*�'/,�'�• �f��'\� �� ``� ` �~� y t i CONT. ..� � SHOWN ON !TS DRMNG (INSTALLATION) i' POSITION (2) 1/4'0—27 x 3/4" j i r SS PHILLIPS FLAT HEAD BOLT INTO ALUMINUM I RIVET NUTS t ©TO @ OR© (TYP.) � �"� DETAIL 2 (ISOMETRIC) tRa:ari �J ��=. fLOR1DA BUILDING CODf Non M1 h VelocityHurricane Tone) 4, •........... ` r \,\C£N$ 9 coMelHnnoN oruwrNc. 1/4;m-20x3/4; AS DISTRIBUTED BY ALL ��� F�'•.,• ASS4/CMUO&D RERINA BNkAW SHUREN{SHEETS f INRU 9 OF J3) i { : ASST HER"COLONK SHUTTER(SHEETS to 7HRU 33 OF 33 POINT SCREW, BOLT AND SPECIALITY CO. NO.44167 az017 WIWI,INC. Lc, (PART#25CRFNA) .7t''.� _ ASSA/BERTHA COLONIAL SHUTTER • * t� ��.... (WITH STORM BARS) MLC, en \ G7j3!/17 I L E C O tpc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. :,, �y;r•+E'.4.�*"••�� �1 TILur TESnNO&ENGINEERING COMPANY 4288 Mr RGDS mw ,...Ka.ua:s. aos xxaa naen an OES7 PAW OPCH,n.3407 v`rj�NAL ENS I�'}� NWia oGaoii /fbif PHONE:(80G)Q2-2204.rAle(56!)209-R7eG 17-714 'f��iltittJlN�1I EB-0000718 an. na•r,or nrt aar. arurim nrz DRAW NC No WA[TIR A RLUT Jr.,RL ,~ ao m, nox.,U,.IF 111 97 iI SHEET JJ or 7]