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Building Permit Application
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED __ - �{ Date: I � � Permit Number: ® ' RECEIVED • - Building Permit Application DEC .1 0.2019 Planning and Development Services Building and Code Regulation Division f 5T. Lucie County, Permitting 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT TYPE:: h4C01V-1shvAgA v r PROPOSED IMPROVEMENT LOCATION: Address: 2 LAKE VISTA TRAIL#106 Property Tax ID#: 3422-500-0020-000-6 Lot No. Site Plan Name: Block No. Project Name: DETAILED DESCRIPTION OF WORK: Accordion Shutters P1011--t,3 (s tp CONSTRUCTION INFORMATION: Additional work to be performed under this permit—check all that a_pppi _Mechanical _Gas Tank _Gas Piping -Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction:$ '� Utilities: —Sewer _Septic Building Height: OWNERAESSEE: CONTRACTOR: Name KENETH CEDEL Name:GARY WHIGHAM Address:2 LAKE VISTA TRAIL#106 Company:SOUTH FLORIDA ALUMINUM PRODUCTS City: PORT ST. LUCIE State:_ Address:4807 SO US HWY 1 Zip Code: 34952 Fax: City: FT. PIERCE State:FL Phone No. Zip Code: 34982 Fax: 772-466-1074 E-Mail: Phone No 772-466-0913 Fill in fee simple Title Holder on next page(if different E-Mail SFAPBOOKS@SOFLALUM.COM from the Owner listed above) State or County Licens If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen.rooms and accessory uses to another non-residential use "WARNING TO OWN : YOUR FAILURE TO RECORD A NOTICE OF COMMENCE N MAY RESULT IN YOUR PAYING TWICE FO IMP VEMENTS TO YOUR PROPERTY. A NOTICE OM NC MENT MUST BE RECORDED AND POST T OB SITE BEFORE THE FIRST INSPECTION. 1 YO 1 END O OBTAIN FINANCING, CONSULT WITH OU LE D R OR AN ATTORNEY BEFORE RECORDING Y UR N CE OF COMMENCEMENT." t L-1 J Signature o ner Lessee/Contractor as Agent for Owner Signature of Co (cense Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF ST.LUCIE COUNTY OF-.LUCIE The f rgoing instr ent was a knowledged before me The forgping ins tr ent was a knowledge before me this day of 20 by this cif'day of 20P by GARY NMIGHAM GARY WHIGHAM Name of person making statement. Name of person making st tement. Personally Known OR Produced Identification Personally Known 7OR Produced Identification Type of Identification Type of Identification Produced Produced 1007 12f , 1. 4, (Signat r °i�ttar i - (Signature ��`, . Nly COMMISSION#FF953138 rN `'�'°", MAF�.Y/ANN MATONTI Commi sf ;�7 EXPIRES January 24. 2;9) Commissiotly COM ISSION# 41 aprt351s1I'S1 FtonrlaNnm•vS:;rwco"on FF`oEXPIRES Januar 38 y 24.2020 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev.2/7/19 12/3/2019 Florida Building Code Online ��. BCIS Home I Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications i Contact Us BCIS Site Map i Links Search Florida ;; Product Approval p L1X�' � USER:Public User • !3 P�`•s�c Y� --- - - Product Approval Menu>Product or Application Search>Application List>Application Detail _ RtCEIVIO • ` FL# F 1L 1964-R4 Application Type Revision DEC 10 2019 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived L Ar Product Manufacturer Eastern Metal Supply l 2 �V 2l Address/Phone/Email 4268 Westroads Drive l. West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmettall.cREVIE`���/lY1 ED F4ma�yy.dppR Authorized Signature Bill Feeley ODE COMPLIA CE Irodriguez@easternmetSr,. L CIEpp��COUNTY Technical Representative B®V C Address/Phone/Email I n '/jtl l9 Quality Assurance Representative Address/Phone/Email File, Copy Category Shutters Subcategory Storm Panels 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 the Walter A.Tillit,Jr Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards - Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fOg%3d%3d 1/2 12/3/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products F,L# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Panel Corrugated aluminum Storm Panels retained or not by tracks to f (2 inch)- Drawing number 17-097 provide hurricane protection. Its of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY, INC. DRAWING 17- Approved for use outside HVHZii Yes 097 0.050 BERTHA ALUMINUM STORM PANEL.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 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. See FL11964 R4 AE EASTERN METAL SUPPLY,INC. DRAWING sheet 2 of installation drawing for other spans and pressures. 17-097 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number 17- provide hurricane protection. 089 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY,INC DRAWING 17- Approved for use outside HVHZ:Yes 089 24,GAGE GALVANIZED BERTHA STEEL STORM PANEL.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 9'-10"for+32.6, -32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 of FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17- installation drawings for other spans and pressures. 089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next- 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 atatement::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 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 email 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: . ® R M Credit Card Safe i https://www.floridabuilding.org/pr/pr_app_dtl..aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE°/a2fOg%3d%3d 2/2 GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN TES: ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL=BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD COUNTIES). ) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE, ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, B.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS DY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2. 7.9 THRU 17. IN B.1) & 8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED.A 339, (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15.ANCHORAGE SHALL BE INCREASE IN ALLOYIABLE STRESS FOR WAND LOADS WAS NZ USED RTTHEIR ANALYSIS.A DURATION FACTOR CD=1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER. STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS'PER AMERICAN TEST LAB REPORTS 1 0321-01-05. # 0612.01-05 AND M MANUFACTURER. 0119.01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE D (BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. 7_ PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS i THRU 13 (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2. 3, 3A& 4 SHALL NOT BE USED. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS SA�ALL BE ALUMINUM ASSO IATION 60fi3-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE• BLOCK OR STORM PANEL COMPONENTS�l.:A STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9,THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMNN IN CONTINUOUS DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR PIS] 304 SERIES STAINLESS.STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (°)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT:i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 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 -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/4" SCUD SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4"; FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PA14ELMATE AND ELCO NAS IS 2". USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER A.2)3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMRTED. -1/4"0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED R. A,3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS,SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A.2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX. �7F7FiAiAio�� -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. )�Jtcn A THIS DRAWING SHALL ONLY BE USED TO _ -1/4"0 X 3/4"SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. 411(13iP�'`l.T�^T� •T/11 �✓a OBTAIN PERMITS IN THE STATE OF FLORIDA \y1 •�,,V ENS[.••.,�Z No.4416('7 fFLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C2017 OLYEM,INC. 0.050" BERTHA ALUMINUM STORM PANEL LC. -10 ;�. STATE OF (2.00•' DEEP) DRAWN BY.. EASTERN METAL SUPPLY INC °' r. 1 1 L ECO INC. 4268 wEST Rpn05 ORNE °Aff. !.,!'�Jli'L•� TILUT TESTING k ENGINEERING COMPANY WEST PALAI BEACH,FL!3407 ....... I=N.N.sem.Sc,s:e.sm,NRr11W 9Ma016,rt Sites PHONE:(561)2°9-8252 FAX.(56/)641-1716 17-x.97 Pra,V (.105)9 EB-00067711. 9:(505J81t-1551 DR/WAV Nn E9-00 WALTER Jr.,P.E. 0l0 IS-011 7/lY� FLORIDA TA Ue.e.44167 SHEET 1 Or 17 14.101'(TOTAL WIDTH) 8:151"(TOTAL WIDTH) K12.000'(EFFECTI✓E WIDTH) kli 'O.- WIDTH) 1.170" 1.070" 80'- 1170' LKAXIAIlI1lI ASD DESIGN PRESSURE' RATING (R.sf.)1.070" 1.070'PPLICABL£I 0.800" (11'P.) APPUCA&EK CORRESPONDINGMAXIMUM-PANE LENGM 'Z" SCUEDUM o �-0.250' N OT '�-0.250' ryy. by PANELS RETAP=AT ROTI! PANELS RETALIM AT LEAST 2.020• - 12.020"I- �' 12.020"I ENDS IvM TRACM IN ONE OF TIM ENDS FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES ®®®®®®@® wm TRACXs OR DIRECT MOUNTED# 00)& OR 9* MO.DE MAY/MUM !- ---14.375-(TOTAL WIDTH) 8.425"(TOTAL WIDTH)- PRESSURE��c Mor.PAN(LL�ENGTH PRESSURE RAI RNO M. PANEL LENGTH 12.000'(EFFECTIVE WIDTd 6.000(EFFECTIVE WID77i) 1.070"�---� _170", 1,070" I 1.070" 4.880"--•JII �I1I1....__ 170" +30.0, -30.0 iJ'-0' +30.0, -30.0 13•-0" 1 ©,®AS APPLIGIBLE1 ©•�AS APPUGIBLEI� 1050"(TYPJ I (TrPJ /1.050"OYPJ { (TrpJ 'y 135.0, -35.0 12'-8' +J5.0, -J5.0 +40.0, -40.0 12'-4' +40.0, -40.0 C, 020' o -4 2.020"l.- } -{2:020 +450, -45.0-20 45.0 12'-0' +45.0, -45.0 10'-0' OPTIONAL FULL PANEL W/O HEMMED EDGES OPTIONAL HALF PANEL. W 0 HEMMED EDGE +5ao, -50.0 ll'-o' +50.0, -50.0 9•_0' (D STORM PANEL +550, -55.0 10'-0' +55.0, -55.0 8'-2' SCALE: 1/4'- 1' +6a O. -60.0 9'-4" +60.0, -60.0 7'-6" +70.0, -70.0 8'-O" +70.0, -70.0 6'-5" CONCRETE ANCHORS(SEE SCHEDULE) +80.0, -80.0 7'_0' +80.0, -80.0 }-3"--1 I Mox. I I uox. 1 Min. 1 Min. +90.0, -90.0 6'-J' +90.0, -90.0 5'-p' -r - +90.0, -100.0 5'-7' +90.0, -100.0 5•-0• W FIT +90.0. -110.0 5'-1" +90.0, -110.0 5'-D' 2 +90.0, -120.0 4'-8' +90.0, -120.0 4'-9' U +90.0, -.130.0 4'-0" 1+90.01 -130.0 4'-4 1/2" H *NO 2 MAX.A.S.D. DESIGN PRESSURE RATING&MAXIMUM PANEL LENGTH -A A FOR INTERNALLY REMOVABLE PANELS AS PER W A40UNTING INSTALLATIONS ON SHEET 7 OF 17 IS dLENGTH- 50.0 ps.I. W/88'MAX. PANEL o MAX.A.S.O. DESIGN PRESSURE.RATING&MAXIMUM PANEL LENGTH I FOR MOUNTING AS PER ALTERNATIVE�T I AND 14 ON f--3 f- CONCRETE ANCHORS(SEE SCHEDULE) -I-3"-i--1. 1 1j11 11I1ALT/ oi / ANELY.ARE O.ON-60.pEET 4-30.OFOR 78'15 OFbiaU PO 108- ANE 1 FL. 1�� �"- AND+50.0, -50.0 p.s.i.FOR UP TO 108"PANEL Max. Man 11 �� ••••'•••• LENGTH. 1 um- STORM PANEL 1 M;n. ���,�P �GEiV$''•d�t TYPICAL ELEVATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N.T.S. ; No.44167 , 020171/LTECG,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. !-1/4"Max. GAP - 1/4'Max. GAP-.1 � 1_�_ •• (2.00" DEEP) DPA BY.. ( `' $ 1 IL E C O iNe. EASTERN METAL SUPPLY, INC °'�aT" 4768 WEST ROADS ORNE ' "•./•.�;;iC••'(,�111 TILUT TESTING h ENGINEERING COMPANY WEST PAW BEACH,FL 3J407 _ I\ SECTION A-A SIO pL A`��v' 6a5!Nr.lrvu]bin.S sta. E5-00]a!, CNN cu p[xs,R.Wise PHONE.(561)709-8761,A",(581)84!-171B DRAW N6 No f1 P :tlOs)9 EB-00°6719 �"m ua N. T.S WALTER A TILLI1 Jr,.P.E SHEET 2 OF 17 FLORIDA Ll..44167 -2.251• 0.010 DP,x aofo R. 2168•-� -I T- 1/.'a-10 S.S.YACMNE o T BOLT W/'C A WASNER 'S0 i.aI4' O 11'O.C W ,6 �Eo. %-1 n e N R�56 L - p ,¢IIt �_ 1 ,p 1 P' 1I-�- M.094' R.091' N !1! roof. �i K T,C F.130• -jK' til.000i�` R,a50• w .r_ -1.1 - 1 R150• I \ III-. L 1� ' fr-,'� I� TII I I �• / ..18. JO IF-2.125'- © L2164' 1A93• © F' TRACK 'h` HEADER }0 swr:am•-,• (2) 3' Mox. 'U' BUILD'.OUT 3A OPTZONAL 3' Max, `U'BUILD OUT H enEP nU` HEADER 05 3" MAX ANGLE BUILD OUT BRACKET SULE: -10� YA• ,150' i/1'I S S 9/UD Roe m ro n,xLt r99a' e 0 ra'oc ^760'y-1 .n0• 71 I/4'o-10 S.S.STUD ��n,• ALIEnNA>E .u,• r- .I9o`-Y .I y{I 0 SPA0 10 ANGLE snro RMrtP ro AvnE N LII 750 A SSEC/NGS SHOW ,a•a G LEG tOGT/0N ^m ON SECgONS. �'• &TERMIr 1- -i-(- N SEE �. $ ry ^ ^ DEraL I ^ LEc LounGH I cEr z 1--1.950' Rte. M1 �1'I�11W I1 1.0°0' T a i f0 MlNI WALL 1,75"W.0-2' 07 REVERSED E"ANGLE TRACK ® F' TRACK.ANCLE 09''_STUDDED ANGLE ANGLE WITH STUD 11 2 x5'(MAXJx1/B' sceE:pm•-,• seYe:,m•-,r- 60:3-rs,wn.,uLo. 9cuc,,/,• 1. ANGLE WITH STUD eni,r.:Jm•^i• _ sYltt)J/e'a I' °.315• o i 1-0.317' .225• 't -20 300 SER/ES 5. h 061'S.STUD RAVED TO PLATE .666' 750 O 72'O.C. o.BSO- � m 2760'813• -' D.- . 97• CLGE OFA .619' -TYP. _9571-. LARGE KEY HOLE (OPTION '1) SMALL KEY HOLE (OPTION 2) 12A ROUND HOLf AT PANEL x.625 f ='Af;-085' `71,3]s 709" S.btE:a/e'-r' SGVE:,/e•-r• 589 .............1�j`�e 12 KEY HOLE AT PANEL .KEY HOLE WASHER ,IOS-HIN AYm.I40a .STUDDEQ P ;: 786E:,/. �m" 7 No.44167 1. s 6aJ �a6 -Ir-.ra5• as3• � 1 .281 i3 `d r{.�(�•• 1.188' �+ N ;- __ __ -� `•Oif`/•�•• .. 4I TS 1�7���'�t1 .062' __ � -• /OIIIAb� r7•' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) O16 8.0. 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PANELS 0 ADJACENT PANELS 8 (BOTT) 12A,12B 8 (BOTT) - - WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE: 1/2"= I" SECTION 12B SCALE:1/2"` I' INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING = +50.0, -50.0 p.s.f. SCALE: 1 1/2' 1" A. `��` �tCENs�< '•`f>3 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �o.44!67 02017IXTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAWN BY.. - o7/2s/n p IL EC O�Nc. EASTERN METAL SUPPLY, INC peTE. 4268 WEST RWS DRNf TILUT TESTING h ENGINEERING COMPANY WEST PAlAf HFALN,fL._1ID7 V 41 bu!Nw. -1$t riv.)0.1 WtCxA CumMS.n.Slave PHONE.•(561)209-aM..FAX:(561)841-1716 17-097 `s/Ofd�gL��,G��1t' Pee (�S.TEB-�Ob00H779(wsen-W' oeernm+ nrz eoyw DRAWNG No WALTER A nLLG Je..P.E. otn,6-ds /Mh SHEET 7 Or f7 FLORIDA Uc 44167 POURED CONCRETE 1/4'0-20 S.S. MACHINE OR CONCRETE BLOCK BOLT W/NUT&WASHER WALL REOU,�RED 0 12'0. C. 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WALL REQUIRED 11 POURED CONCRETE Cont OR CONCRETE BLOCK WALL REQUIRED /�/ CASE D (Plan) POURED CONCRETE— SCALE.' 1/4"= 1" REQUIRED 1 CONCRETE ANCHORS L / (SEE SCHEDULE) E.p, 90'c 14 135 x X = BUILD OUT DISTANCE g TRACKS ) CEILING & FLOOR MOUNTING _aea___aaaaaa=e-ah ii INSTALLATION — SECTION 13 I 2 Max. 5x� SCALE: 1/2'-1' E D. - EDGE DISTANCE 1/4'0 HOLT 4-x 4•x.072'' (SEE SCHEDULE ON 024 0.C. JfO5-HI4 OR 6063-T6 ALLOY SHEETS 9,10& 11) /+ [�SE W/JACKNUT- Cont.Al—ANGLE - NOTE FCP. COMBINATION OF SECOCA ONS: B (P/On) CASE E (Plan) WALL/FLOOR/CEILING MOUNTING SEC77ONSCAN BE END CLOSURES SCA7/�i/I�i4osa,�I" DETAILS SCALE: T/4'= 7" N A. Tj) P COMBINED IN ANY WAY TO SUIT ANY INSTALlAT/0N. j X11 � .. 1111��`�•......,��r��_ 1'1 \\CFP �'•,•. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 ULTECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL Ec. 0.44167 (2.00" DEEP) DRAWN BY. �}F 17 i't•' •. 99��� ., ,e� °'D7rEASTERN METAL SUPPLY, INC A1LECO O4WEST ROADS ORNf TILLIT TESTING&ENGINEERING COMPANY S)D�A� \\� 1t@ e]Ss NPnwu.n.]A:uc.NS5t.?,91Gla]09YJipxN aNtaOKn.A ta WLSr PALM BEACH,FL.33407 PHONE..(561)209-8263FAX(561)84 1-1716 17-097 Bm 15 9 _ -660 u s DR W NC Na WALTER A TILL?Jr.,P.E. Oaks-ocs l/LV1 SHEET 8 OF 17 FLORIDA lie.14167 YA.XAkf N A S D DESIGN PRESSURE RA77NG (p s t) AND CORRESPONDIN MA2aW& a NrFrOu SPACING SCIIRDL/LF, FOR LNs7A7rn2I0NS IN CONCIr'FTJ AND CONCRF' ' BLOCK STRUCTURES "arAluu uAwrwl AIKIm.45•JALaG lav a o.-J r/7'•• _ APPurwrar ro uamna unmrd ArmoasntoNc Jae c a..t I/i'•a Apt SRESCN TKSMSyEcrc"s/e 10—11 60 A50.9OEMs1 , REWIAe TNk1Y4 Salm ST SGrAKall P/NIIlMlE2 PM2SWrF NAS ,2( S/R mrnlr m roMIm ToCaSeturr mIALmar rora�cPn£roMawNer ToQavcRE1C mJIISOhQY mc0nu3n roaasaalrrEli�N/A I2' N/A 12' NIA 12' WA 12' N/A (1$ I2' NIA f1II/A f2• N/A 12' N/A f2' N/AOP)1f' 12' 12' 12' 12' 12' 12' 12' t2' I(Borrow) 12" a' 12' 12' f2' 12' iz17' 12' 12' row)12' N/A 11' NIA 12' NIA 12' NIA I7' N/A ) !2' WA 12' NIA 17" N/A 12' N/A 12' NIAOPE9' 9 9' 9' ' ' ' 9' e 9" 7(BOTTOU) 9 9' 9' 9' 9' 9" 9' 9- 9' 9' 10w)NIA 9' NIA 9' NIA 9' N/A 9• N/A JA(TOP) 9' WA_ 9NIA 9NIA 9' NIA 9' NIA OP)9" 9' ' " " ' ' 9" B' 9' J(BOTTOM) 9' 9' 9' 9� 9' 9' 9' ' ' ' om)1211' 17' 12' 12' 12' 12' 12' 12' 12' p(7MPJ 12' 7" 12 12' 12• 12' f2' 12' 1z' 12- OP)12' 11' 12' 12' 12' 12' 12' 12' I2' 12' f2' 7' 12' 12' 12' 17' 12" 12" 12' 12" TOM)9' NIA 9' NIA 9N/A 9' N/A 9' WA 9' N/A 9' NIA 9' NIA 9' N/A 8" N/A OP)12' WA 12' NIA 12' N/A 12' MIA N/A N/A 9' WA 11' WA 12' NIA 12' NIA NIA N/A OM) 12' NIA 12' N/A f2' NIA 12' NIA NIA N/A B• NIA I1 1/2' NIA f7• NIA IZ' NIA NIA NIA 6(Top) 440.0,-400 12' NIA 12' NIA f2' N/A 11 N/A N/A NIA 8'-0" 110.0,-40.0 9" N/A f1' N/A 12' NIA 12' NIA N/A N/A 6(Bon0m) >B'-0' OR OR OR UP TO LESS 12' NIA 12' N/A f2' T12* 12' NIA NIA NIA 7(10P) LESS LESS 9' rJ/A If' NIA 12' N/A 12' NIA N/A N/A 7(TOP) iJ'-0'• 12' N/A 12' N/A 17' N/A N/A NIA 7 Mon.H) 9' NIA !I' N/A 12' NIA 12' NIA N/A NIA 7(BO7704) NIA NIA 12' 12" 12' 12' 11' 12' B(TOP) N/A NIA 12'. 12'� 12' f2" 121 12^' 72'. f2'. a(rOP), NIA WA 12' 12' 12' 17' 12' 12' B(sono") WA II/A 12'• 12+ 12' 12'• 12' 12' n'• I2'• B(BOTTOU)• N/A NIA 12' 12' 12' 12' 12' 12' 9(Top) N/A NIA 11'• 17"• f7'A 12"• 12'- 12-A 12'• IT• 9(rop)• 12' N' 12' 12' 12' r2' f2' 12' 9(BOTTOM) r2' 7' ' ' 12' r2' 12' f2' 12' 12" 9(Bonou) f2' IVA 12" N/A 12' NIA 12NIA NIA NIA r0(TOP) 9" N/A 11 1/2" 1 NIA 1. N/A 12" VIA N/A WA f0(Top) 6- NIA 6' N/A 6' 'NIA 6- N/A NIA N/A 10(BOnom) 8' N/A 6' NIA _ 6' NIA 6• N/A N/AWA - 10(BOTTOM) g• N/A 9' NIA 9' NIA 9" WA 9' NIA I'A(70P) 9' N/A 9' NIA 9' NIA 9w NIA 9' N/A IIA(TOP) 9" 9' 9" 9- 9' 9' 9' 9' 9" 9' 11(BOTTOM) 9" 9' 9' 9' B' 9' e' 9' 9' 9' 11(Boucm) 6' N/A 6' NIA. 6' N/A 6' NIA 6' N/A 1J(Top) 6' N/A 6' NIA 6' NIA 6' MIA 6' NIA iJ(TOP) 6' N/A 6' N/A 6' WA 6' N/A IJ(80nOu) 6' N/A 6' NIA 6' NIA 6' NIA 6' NIA 13(BOTTOM) • USE 6'OC FOR PANEL LENGTHLA S RGER THAN 10'-O'AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10'-0 ..UWAfUM ANCHOR SPACINGS ARE VALID FOR J 1/2'EDGE DISTA\CE.FOR E.D LESS"AH J 1 ANCHORS LEGEND REDUCE ANCHOR SPACING By UULTIPLI7NG SPACING SHOWN ON SCHEDULE By THE FOLLOWING ACTORS. (NOTE Mia.E D.FOR SOUDSET ANCHORS 15 J� u(A. FOR THIS OP£RADON TO BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE ANCHOR TYPE ANCHOR LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. SPAGNO FACTOR. TAPCON'(REGULAR OR S.G.)PANELJAATE OR PANELMATE NAS I J' ACTUAL E D. TAPCON(REGULAR) S.C.UPCON,PANELMAIEPANELAVIATE NAS dSOLIDE. D. =EDGE DISTANCESOLID SET JJ' B 7 7/2' .711FFlFAA/ss/�� 1 112- Js ``�� ''����N$ ''• = FLORIDA BUILDING CODE (Nori High Velocity Hurricane Zone) No.44167 D2D17 TILIECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.c ' (2.00" DEEP) DRAWN BY.. 07/A 117 rE. ' IL EC O iNe. EASTERN METAL SUPPLY, INC Lu(�. =�0'•. •tC(J LM 4768 REST R61D5 ORNE TIWT TESTING h ENGINEERING COMPANY WEST PAW BEACH, . JNO7 'G PNOIJf.'(561 209-8761,FA1C(561)641-1726 17-097 '•....... t11 6155 N.v.]Gs.s.,9iB OO 6719 GN&dS n.]Jtea ) wn ORAW7NC Ne Pnene:L]05)111t-ISIS.Fv:'(JOS)s]I-16)I sfC�1114�.'���? EB-DILLIT J as Is-ou �Tvr "`' WALTER A.DWT'Jr.,P.E. SHEET OF 17 - FLORIDA Lk.44167 9 MAXIlIHM A.S.D. DESIGN P E 7RF. WN. Q2aL) AAFD CORRESPONDING MIAXIAaW AunrrnR SPACING SCBEDEW FOR INST rr.eTIONS IN-CONCREZZ AA9) CONCRETE BLOCK STRUCT/rRr'S As9:OuffiI NYIWL AAMWS Si4LivL!OP CA.J r/]'rr A9SKALf£ro NYW W WbWL ANYTMXS mR C A.J'A'. f:nG16/Q Ll1.VII1/L(AAYA 'ASG lA3f! A.PU ABI£To lMLSS/Rf1J REGMA9 IAKAK SAID SET SGLW.'>D.•I lfUmi[125 P.WAIu>E Nl5 A W1A31Y.IIIAV IACOf 1'(aJ �WRSSWF J Ila—,,1A4tY19 9kID as SATVCp•/ PANAM46 PM'aNME NAS ANY.CGIBiWIAN IACM 22 DLJ m[GnCAliE' ro 1/ASASX/ m OWOPIIE m ILaSD.vAY ro LU`.CIA:I£m/115MNY m fXM6'RLTE ro I1lm.'tY ro mSCArr ro 1AlSONRI OT n6}I ro LAAXTR' ro YlSEWY ro LbhGflF w— m cnvuc7L'ro IIASVSnT m f:MtKTT m 111WA9PY m DAKBCS m 11lTAtiPY w imr. 12" WA 12" NIA 12' N/A f2" NIA N/A N/A I(Top) 1J' N/A Il" NIA it, N/A it, N/A 1!' N/A I(top) 12' 7• 12- 120 f2' 12' 12" 12• I2' r2' /mom") it' +' 11' if" I)' w 1I- 7- 11' 7- f(BOrrOM) 12' N/A 12" WA 12' N/A 12' N/A 12- N/A 2(TDP) i1' N/A II- N/A !1" N/A 11' N/A I1• N/A 2(TOP) 9' 7' 9- 9' 9' 9- 9' 9' 9' 9' 2(BOTTOM) B' I' 9• 9- 9. 9' 7' 9' 7" 2(BOTTOM) 9- WA 9- NIA 9' N/A 9' N/A 9' N/A 34(FOP) 9' N/A 9' N/A 9' N/A 9• N/A 9' WA 34(fOP) 3(BOrmM) e' /• 9' 9' 9' 9' 9" 7" 9' 7' J(BOTTOM) I2' fz" +•7- (O11' w 11• fY II' T II• 7- +(70p) 12" 7' 12' 12' 12' 12' 12' 12- 12' f2' <(801717M) If 4• it, it, rr' n• r1' 1 7' n' 7' a(BOTroM) 9' WA 9• NIA 9' N/A e' N/A 9' N/A 51(TOP) 9' N/A 9- IIIA 9" N/A 9" N/A 9• N/A 51(TOP) 10' N/A 12- N/A 12' N/A 12' N/A N/A N/A 5(BOTTOM) S' B' 7' N/A 9' N/A 6' NIA N/A N/A 5(BOTFOM) r0' WA 12' WA 12' N/A 12' N/A N/A. N/A 6(IOP) 9' N/A r0' N/A 12• N/A 11- N/A N/A N/A 6(Top) ++O.P m4OO IO' N/A f2' N/A 12' N/A 71' N/A N/A WA 6(BOTTOM) 8'-0' +60.0-60.0 B' N/A 7" N/A 9' N/A B' N/A N/A N/A 6(BOTTOM) 9'_p• OR +60.0,-60.0 ip' N/A 12' N/A 12' _N/A I1' N/A N/A N/A 7(TOP) LESS +8°.0.ToOR UP NIA 5' WA 7- N/A 9' N/A B' N/A WA N/A 7(Top) LESS 10' NIA 12' N/A 12' N/A 12' WA NIA N/A 7 morrow 5' N/A T N/A 9" WA 8' N/A N/A N/A 7(80rmM) N/A NIA --- I2' 12' 12- 12' 12" 1' 12' a(TOP) NIA N/A 12' 12' 12. 12- 72 6' 12" 6' B(TOP) N/A WA 12' f2- 12" f2' 12• 12' 17' 8(BOTTOM) WA N/A 12' 12- 12- f2- 12" 6- r2- 6- 6(BOTTOM) N/A N/A 12' 12' 12' 1212• 12' 12' 12- 9(TOP) WA NIA IZ' 12' 17' 12' 12' 6' 71' 6' 9(70P) 12- 7- 120 120 12' I2' I2' 1. 12' 72' 9(BOTTOM) II' 4' I1' it' fi' 11' Il' 7• I1' 7' 9(BOTTOM) JO' N/A 72' NIA /2' N/A I. WA WA NIA 10(TOP) 9' NIA 10" NIA 12' NIA ll' NIA N/A NIA t0(mp) 6' N/A 6' N/A 6" NIA 6- NIA WA N/A t0(BOTTOM) 6" NIA 6" NIA 6- NIA 6. NIA N/A N/A 10 O?omw) 9• 7' N/A N/A N/A NIA 9' 7' 9" 7- IIA(TOP) B' 1• NIA NIA WA WA 9- 1. 7' IIA(TOP) 9' 7' NIA WA NIA NIA 9- 7' 9' 7' 11(BOTTOM) B' 4' NIA NIA WA IIA °' ]' / 9' ]' 11(BOTTOM) 6" N/A 6' WA 6' N/A 6• N/A N/A N/A f!(/OP) 6- N/A 6• N/A 6' IIIA 6' N/A N/A N/A IJ(IOP) 6" WA 6' N/A 6' NIA 6' N/A WA NIA 13(BORO.MJ 6" WA 11- WA 6' NIA 6' NIA IN NIA 13(BOTTOM) ANCHORS LEGEND .MAXLIIUM ANCHOR SPACINGS ARE VALID FOR J 1/2'EDGE DISTANCE FOR EO.LESS THAN 3 I/2' mm. •REDUCE ANCHOR SPACING BY MULRPLYING SPACING SHOWN ON SCREDUL£BY?HE FOLLOWING FACTORS ANCHOR TYPE ANCHOR (NOTE Min.E.A FOR SOLIDSET ANCHOR$I$J7 SPACING FOR IN/5 OPERARON TO BE PoSRCH REDUCED S:AC/NC OBTA'NED US/NC FACTOR$HALL NOT 8E TAPCON(REGULAR OR.SA)PANELAME OR PANELMArE NAS I 3' LESS 7K M/IBMUM SPACING/NOIIATED FOR EACH ANCHOR TwE AT ANCHORS LEGEND, FACTOR SOLID SET 3' ACTUAL E.A TApcaN(REGULAR) SB.TAPCON,PANELNATE OR PANELLA7E NAS SOLID SET 3" .86 .75 j11LT///P✓ice✓ 2- - .50 r 1/1' 35 - - `���� •' \C1i1A�s '•,�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ti 02017 OLTECO,INA 0.050" BERTHA ALUMINUM STORM PANEL L.C. No.44167 (2.00" DEEP) DRAWN BY. r —' IL EC O iN�. EASTERN METAL SUPPLY, INC °'D1TEE- F Q 4268 WEST ROADS DANE TIWT TESTING 6 ENGINEERING COMPANY WEST PAW BUCH.FL 37107 p F 7 •,.••' ILL r...Na..an.sL.w.mf. AGtw 9LADEM.n.anal PHONE.•(561)209-8267,FAX.•(567)8+/-1716 17-097 �� T.� I+nm.:l]o5�71B-000671:(]W)Bn-16]L oomiv ur[ y ]V� C�1T •1 EB-00°6719 lam �/I °R1W/h'C Na G WPLTER A 7ILLR Jr.,P.E. SHEET 10 OF 17 FLORIDA LIo.M167 PjV MAXIMUM ASD DESIGN ,RSSURE R47O (y,sr,. AH,p CO$$FspONDM MAXIMUM ANCHOR SPACING_SCHEDULE F'OR DYSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUS yytLl�Y 4AkW0M AlcJ VICCN mR 6 0. A W.• APP,CAs7.F To 1NNIfM YMMJN AIYJT.AS SPA%O POR C.A J I/1•.• APFUC40I.0 m A+`q OL31GN srr"D`S/A 1tViYUAI PANG AS0.OfS.GN A.pRL510:Y1) RT6NM tNYOM Saba StT S9IA^CRY Y.WEIWRS PiV1MJplL l6Y4 A+fi L098Yu06N IDFJN'1"OLT ��CQtC AFOI rAPLYIt, S"ST SGLVl11V 'A"RIF PANNYIR.r"s SLL'IdN7/tr YAYWUY.PAkO. AYY[QYLtNGM 1'{tL) ro ODrTans m wsawar to muc6E¢ m Iusc r ro m+rrRLYE R, 1.M.vwr CDK-RLi6 ro us[wxr to 06w:R6lE ro uawxer a txLu () mcawNLa To`—Y To calar[7C ro.Pmwr to avreLR To ufmx.r ro co.xcrr TO� m mNcarrr To+isanm ar terRo, 12` NIA 12' MIA 12` NIA 12' NIA 12` IIIA I(TOP) 8 112" NIA P. NIA 9' NfA 9` N/A g• NIA I(TOP) 12' 4 1/2` 12' 12' 12' IT' 1T 8 1/2' 12' B 1/2' 1(BOTIOL) 9' T 9' ,4" B' 9' 9' 7' 9' 7• 1(80170") 12' N/A 12' NIA 12' N/A 12' NIA 12' NIA 2(TOP) 4' N/A 9' NIA 9' MIA 91 N/A 9' NIA 2(TOP) 9' .1/2' 9" 9" 9' 9' 8' B 1/2' 9' 8 I/2" 2(BOTTOM) 9' 9. 9' 9' 9' 9' T 9' 9' 2(80170") 9' NIA 9' N/A 9' N/A 9' N/A 9• N/A JA(10P) B' N/A 9' NIA 9' N/A 9' NIA g` N/A JA(TOP) 9' +7/Z' 9" D' 9' 9' 9` 8 f/2' 9' 8 f/2' J{80T)Q") 9' 1' 9` 9' 9" 9" 9- 7" 9" 9- 1(80rrom) 12' 12' IZ' 8 I/2'V12' B I/2" s(TOP) 9' 7- 9' 9- 9' 9' 9' 7" ' 7- a(YEP)12' A 112" 12• 12• f2' 12' 12` 8 1/2` B 112` A(BOITUM) 9' 7' 9 9• 9' 9• 9' 7' 9' 7` 4(80170") 9' NIA 9' NIR 4NA 9' NfA N/A 5A(TOP) 8` NIA 9' NfA 9' N/A 9NfA g• NIA 5A(TOP) 6//2' N/A 7 1/2' NIA 8' NIA 7 112' NIA N/A 5 Morrd") 5" NIA 6' NIA 7• N/A 7- NIA N/A NIA 5(BOrrom) 9' NIA 9 112' N/A ta• N/A 9 I/2' N/A N/A 6(10) 7- NIA 8` N/A 10' N/A 8' N/A NIA N/A 6(TOP) .10.0.-+0.0 6 t/2' N/A 7 J/1` NIA 8' NIA 7 1/Z` N/A WA 6{80770") >88*-, '90.0,-FOa 5` NIA 6' N/A 7- MIA 7- NIA NIA NIA 6{$arta") 7'-0` UP m I W/ / UP m / I I I I I MP) -S 1608_600 6• N/A 6 f/T' N/A 7' N/A 6 1/2.' NIA A NIA %(TOP) UP To IOOA,-IJ0.0 'S" NIA 6' N A 7' NIA 7• RIA NIA NIA 7 LOR 6' NIA 6 1/2' MIA 7' N/A 6 t/TNIA N/A N/A 7(BOTTOM) 5' IIIA 6' N/A 7' NIA 7- N/A N/A NIA 7(sorra.) NIA N/A 12'• f2'+ 12'' 12'• t2"+ It + 2.. b•s 8(tap). MIA N/A 12' 6" !2" S' 11' 6' i?' 6" 8(IOP) N/A N/A 12'' 17'+ 12'• 12'• 12'• 6"• 12'• 6'• 8(80TIOM)• N/A N/A. 11• 8• 12• 6• I2• e" 12" 6' B(BOTTOM) N/A NIA 12"• 12'• 12'• NA • 6'+ f2'+ 6'• 9(TOP)• NIA N/A 12' 6' f2" 6' 12' G. 12' 6' 9(TOP) 11' A tI2" t2" 12' 12' 8!/2" 12' 8 112' 4(8aTT0M) 9' 7' 9' F' 4' 9' 9' 7' 9' l' 9(sones) 9• NIA 9 1/2' N/A 10' ' NIA NIA N/A IO(TOP) 7• NIA 8" N/A to, N/A B` N/A NIA N/A 10(TDP) 6' NIA 6' NIA 6' NIA N/A _ N/A f0(80T1OM) NIA S' N/A 6' MIA b' AU% N/A IIIA ID(BOTTL}") 9� S IIT' MIA NjA NIA 4 IA' 9" 4 1/2' IIA(TOP) 5' t' N/A N/A N/A N/A 2' 7' 7" 7' IIA(TOP) 9` 4 1/1' N/A NIA NIA A Y/T' 9' 11/2" 11(80TIOU) 5' 4' NIA R/A NIA NIA 7' 7" 7" 7- 11(sorra") 6' NIA 6' N/A b' NIA 111A MIA 13(Tap) S. NIA S. MIA 6' NIA b' 11191 NIA NfA 73(top) 8' NIA B' N/p 6' NIA N/A N/A N/A 1J(eDTfOM) 5 N/A 6` MIA 6" N/A 6' NIA N/A IIIA 17(BOTTOM) •USE 6`DC FOR PANEL LENGHTS LARGER THAN 10'-0'AND USE 12"AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER TIM 10'-0' - AR.QR�)ECEND ..MWuou ANCHOR SPACINGS ARE VALID FOR J 112'EDGE DISTANCE FOR ED.LESS PAN J 1121. ANCHOR TYPE �^ ANCHOR REDUCE ANCHOR SPACING 8Y"ULRPLTING SPACING SHOWN ON SCHEDULE 81'THE FOLLQWMY;FACTORS I SPACING (NOTE: TOR 5OUDSET ANCHORS 11 J7 'REG "R' EO { SO)PANELMAIE OR PANELMAIE NAS J' FOR 7165 OP£RA770N TO 8£li755/BLf;RFDUC SPACWG OR7AtNE0 tJ51NG FACTOR SNAtt NOT 8E TAPCON UNR O LESS THAN MINIMUM SPACING INDIC47ED FOR EACH ANCHOR TYPE AT ANCHORS LEGENO. E. D. EDGE OLSTANCE FACTOR -.•-. SOLID SET J. AC/UAL E.D. 7aPCON(REGULAR) SG TAPCON,PANLTMAIE OR PANELMIE WAS 5'OUD SET J - .86 75 .71 .50 1(EL{TQAF/AAOOg7gJ�+ 1• - +`C'V ✓ a \PENSF'.,s' a FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) No. 44167 02017 71L7EC0,INC 0.050" BERTHA ALUMINUM STORM PANEL yC (2.00" DEEP) DRAWN m. C•G N"- EASTERN METAL SUPPLY, INC O7a4 TILUT TESTING&ENGINEERING COMPANY WESr6FAU RIACCHH,nSr D FL.'K 1 17-097 i�jr' C••�,. yi 8114 R.x latn,st.SA.'913.WS't#.mR'F.'B.R 31In PHONE-{561)209-BZ6J.FAC(56711-1716 !S TFL` b� 17 Prom:{365}871S-00.71 x(!05}411-1611 DAAMRT.No VV 111,4 EB-0006719 'w'I1 w' olx6h'mw un .n.a mcvTw wn .,..,. WALTER A TII.LIT Jr„P.E. m la-Das /J6/7 a SHEET ii OF 17 FLORIDA Ue,Asi57 7 1/4'P TAPCONS 7 � -. W/t i/2' r/+'P TAPCONs II ' W 1 r.COAPS 111. t/4'P TAFCONs r DREADED PENETRATION f lj.. THREADED PENETRATION "�/ TO EXISTING WOOD - ."'" THREADED PENERRATMN /`� TO CKWNG WOOD •� �•:,,` Wfr r/z'Am. HEADER.(SEE SCHEDULE / TO E175RN0 W00D I1' REIDEO PENETRADON I� ) HEADER.(SEE SCHEOUlU £XNG W000 1 t\`' ;230' •1 t 11 )' HEADER.(5Ef SCHEDULE) i i I` I:� t HEADER.(SEE SCHEDULE) �\ / t ! r.r?5•i r 1 --!• 3 Canl. 1'Min. i �1 o / l (Mln. I f y I ZS 1 t �::..,., ��:n• I LT ' `" :: 2 ,, ,-.'•rM' i I HOOD HEADER I I LJ i� (� I i WOOD HEADER t 14WD HEADER i Cont. WOOD HEADER R£OUiREO - REONRED ,1 Romeo1 REQUIRED 1'Ar..SEPARATION ' w TO CLASSSEP I i Q I TION- SEPARATION I _ 1 } TO GLASS I TO GLASS I x w r CCwr. c H ,OPTION,t t % ALTERNATIVE 3A I V O I I w 1/4'P-ZO x J/4.I I \I �`'•1 - �\ �l I SS,SOLTS W/7/8'1 x i J /y .Ifs-o rAPCorls w - I. :-•—(. I I J/J2"mNG Nur®� .� I-Min: I I2'O.C. I 2 .I THREADED PENETRATION ��i I I. j SEPARATION i w .I i / ,.V l HEADER.r EEM�EDULE) .C,ii t i ` TO 4T.AS5 { it\,! i J • cont. {� 6j{'.�L•, re CONT. POsmon+) 114'o TAPQONS 2, IM1} \ I W/1 1/1'M'n.THREADED G T PEREM77014 O rlIDWIDTH I t 1 1• Mt'n. { OF PLATE.(SEE SCHEDULE) i J I i ✓ i SECTION 12 ANCHOR I HOOD HEADER —!', J /Yi ; �6 cont / OPAON J2 1 ' i I �-`FA x 3132'WING Nul'O ALTERNATIVE 3A r L2`+�'ALiTF.F ti/Cont .L2 1E �� FA STUD � m✓I 1/4'P TAPCONS / limit i SCREWS Wf 1 112 Min. �: l 1/4.•P TAPCONS i I TIJREADED PENETRATION Wf T J/1'Min.THREADED I ���• I E�, O M/DW/OTH OF PLATE. PENETPATON O MIAY/DTH I I"UM.SEPA2TTION (SEE SCHEOuv) OF PLAT[(SEE SCNEDuw t' TO OtASs i r SEI:HO �(11CH0R _ 114"0-20 J/a' I x� t• � cgyT"A^y ' t S.BOLTS W 7 e'x i X@InREO t —�--�• ALTERNATIVE 2 - I s�z-WING ur® `; I SCALE: 112'-I' i I r2"0.C. �.•1V 1t1�/ -1 So GGLLASS I w i .500• ( SV. ! i,1 5 Cont ', i SW770N®STUD r J11-12' W S 1 t - "LITT`p a= � ALTERNATIVE 4 ? � O 12'o.c. K N iz� m E I i SCALE': 112 114 P T,wponrs =SIS' ''•Q 14�; "4r�t+�i , r.:2#- ! {r ' NOTE FOR COMBINATION OF.SECrrONS: ;. �\ ` W1 1.112"Mi".THREADED +UM:SNAP UP 7�J Z' 11 `',`` '4- PE14EM77ON®LIIDW/DIN REMAIN CLOSED AT N N -•-!•,R M WALL MOUNTING SECNONS CAN BE OF PLATE.(SEE SCHEDULE) HURRICANE CONDITIONS "^r^^^PfLA`4tftTI1 ryi COMBINED IN ANY WAY TO SUIT ANY INSTALLATION UILDING CODE (Non High VBlacify �lurricana Zone) ��,. Cont ALTERNATIVE 3 Rt°AE° .. SCALE: 1 02017 Trz=INC. 0,050" BERTHA ALUMINUM STORM PANEL L.C. `a { NOTES: (2.00" DEEP)_ DRAWN Br: 1. INSTALLATIONS ARE ONLY VALID FOR MAX.ASD. DESIGN PRESSURE RATIN SECTION®snip AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 CrE �_� EASTERN METAL SUPPLY. INCo7%26TE/n ALTERNATIVE t C O »c.� 4268 NESE CH.F°TINE 2. SEE ANCHOR SCHEDULE ON SHEETS i6& t.7 TICCIT TESTING h ENGINEERING COMPANY NEST PAW atACH,n.33I07 f 7-097 SCALE: 112'- I' SY.S"".54U.St 4d.bs.NxGxt4 cHtPOlb IL 3Ttb4 PHONE:(561)709-6263,FAx:(561)841-1718 J,FOR HEY!WOOD FP.AME CONSTRUCTION.•M7700 MEMBERS TO Of SOUTHERN - Pra,.;<SmMTi-15m•.F:Ls9sRn-tsrr m.w vrt m,ro ovmml nm DRAWING No PINE No.2,Wf SPECIRC DENSBY OF 0.55 OR EQUAL, EB-0008779 9OL1V1"01 WALTER A TILUT j,P.E. 1 ao 15'u5 rlmil SHEET 12 OF 17 ROMM Lic.AAA s7 : Ai !/4'0 TAPCpNS WOOD TRUSSES OR RAFIFR WOOD TRUSSES OR RAF-TER O 24'R C.REQUIRED O 24'0 C.REOtnRED 4t W1 1 1/2'%THREADED I WOODRADEX/SANC WOOD HEADER TO.(SEE SCHEDULE) -„i----'-- „E00'"47 zF J S 16'Or 1 4b xJ 4' 1 :11410 r J/4• , LAG sG4Eli5 m j RWf$URDEX �::,.'�'":;• 1 IT7Wf$L1tLDFX 1 EACH JOIST: i 7£K SCREWS' I ,7EK SCR£IYS f LOCATE SCREW I I I 1 Im 6'D.C. I 4 Cart. AT AADMOIN OF WOOD HEADER j EXISTING WOOD REQUIRED1 , I MEM$ER(2"Mm. 1 .' t W000 HE4p£R t , I 5 , I NpMMAL ,:DIN) I 11144'0-20 r i REOULRED , O 1 3 S.S BOL75 1 I I i x J/J2! 1Rn.SEPARIATHREADED 7118' ON j 1 , PENERATIaV. r NTNG NUT TO CLASSI I (DW 12.0.C. I 1 O � � OPT/O if ALTFRNATJVE 5A ALTERNA.TIVE 6A ALTERNATIVE U SCALE: 1112•= I' SCALE: I/2"= 1' •A t ! , (LIMITED TO +60:0, -66.0 ps.f- DESIGN LOAD �N' (UtfTED TO +60.0, -66.0 p.s.f. DESIGN LOAD 19 AND UP TO 9'-O'MOX. PANEL.LENGTH) = AND UP TO 91-0 Max. PANEL LENGTH) pArgiipx ,I 1114.0 TAPCONS t ' �.�...'4 chi (-7D GLASS--� Wf1 7/r MIN, a 1 •�' I w 1 1 I 1 } `- �,•, THREADED PENETRATION tx 1 I I I 70£XSANC WOOD 1't HEADER-(SEE"SCH£DUGE) i 1'Min. 1 L Mn• I 7/8' ' 4• •• w 1"S£PARARON ' 1 t SEPARATLON S i a WING TO CLASS E TO CUSS EVERY SND i ' NG NUT To 7,,2- 4 I EVERY STUD a 12'0.C 1 _I 7MC '`Ir a s 2 X 6 WOOD i " 2 X 6 WOODDECK RE 0..- I "! DECK REO'A I WOODREQUJ... , r 114.0 ELto PANEL 1 � MA�6 M/N.SmRTFALTERAJATIVE SA � -- — — PEFETRAAON a MUDWIDTH (--1" 01,PLM rY7GAL TDOUPLEJ i/4.0•TAPCONS z r/«TAPCONS ALTERNATZVE BOTTOM. -0 W/1'7/2'Olt/ W/I J/2 MIN. !!I �o.. INREADED PfNF7RARON THREADED PENETRATION SCALE: 1/?'=T" ,1 .... C ,{ �'-- •V , (SEF SCI,EDUtf) (SEE SCHEDULE) `111 ••`„\N14V�(,`•'•."/w I ALTERNATIVEALTFRN Tl6 �.� �l VE 7 aa i 1 SCALE: 1/2' 7' SCALE: 112' J' I 718'x J/J2" T 1 WLNG NUT 0 EVERY STUD g 0 12'0. C NOTES: �: •�; x'T{S Q� _'�;1 t 1.INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE R477NG t 2 X 6 WOOD C°"L` I � NOTE FOR CO.M$/AtAT10N OF SECTIONS: `Q�••;ST1 CAN BEA,pQ��♦IaQ�,: 1 DECK REO LL --L 1 2. SEE ANCHOR SCHEDULE ON AND PANELS LENCTHS AS �EET 16&fSTON SHEET P(EXCEPT AS.N07C0) WAMBIf LOOK CANY WAY TO SU?SECTANY MSIADAAON. - J4TIIpt��1 t1LL 3-FOR NEW WOOD FRAME CONSTRUCTION:WOW MEMBERS TO BE SOL I-- "�Jxix�jt s _,•„_M1 -- piNE No.2, W/SPECInC DENS17Y OF 0s5 OR EOUAL. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) c2pi2 warm,1Na 0.050" .BERTHA ALUMINUM STORM PANEL G c. 11/4-11 ~~ (2.00 DEEP) DRAWN$r• T/<C 7APCONS t► W/I 11?'MIN �1 //�� EASTERN METAL SUPPLY, INC 7HRrFAF PE'EIRAAON 1"■r C 0 Ii6C. 4266 WESI ROAD$DRIVE (SEE SCHEDULE) TILUT TESTING a ENGINEERING COMPANY PNDNE:{ )2p3-8283.FAX.•(JBt�ft-1T1S 17-097 +e• n E� �• WSS H.X.S4N.SL.Ste.�p5.NRW+N E+PSEx4.R-NA I F)CAt�T1 VG J )Nene:LJa5)STEEI 00067191 1811—t.sSl j ORAW4NG No WALTER A.ALLIT Jr„P.E. 13'a} ! m SHEET/3 OF 17 SCALE: 1/2'= 1' FL0Ri0A U0.M78T WOOD TRUSSES OR RAFTER 1/4"0 LONG £LCO ® 24"a C. REQUIRED e .1 r1�-_� f PANEL MATES OR S.G i TAPCONS W/2"Min. _ THREADED PENETRATION }{---I'TO EXISTING WOOD ^HEADER (SEE SCHEDULE) -••- J"O- 7 j} .5500" e ! � r� !i I . / / /.' O kp 11 Nz �, i� ✓ ' I I I ��._I"x 4"x 1/8" Min. (6063-T6) 1 bO c 0 x 3/32' A(3lu)m. TUBE78 $/16"0 Wx/ 4"WING i I i 1/4"0 x 3/4" I 1 I LAG SCREWS TO r' -�••r}— I t }Ty/fBi/(Lpfj( i EACH JOIST. `"•• i I i TEK SCREWS LOCATE SCREW ry ® 6"O.C. I t 4 Cont. AT MIDB?DTH OF i WOOD HEADER EXISTING WOOD REQUIRED w I I MEMBER 2"Min. NOMINAL VltD7t1) t I I I W/2"Min. THREADED 1"Min. I I PENETRATION. !—$EPAR RON ^i SEPARATION 1 TO GLASS I i TO GLASS h I I w 1 I I 1 w _T-- z AL TERNA TI VE 10A to U I i I 7/6' WING NUT 0 SCALE: 1/2"= I" w EVERr snm w ` I I I 1 ¢ (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD NOTES: = AND UP TO 9'-0"Mox. PANEL LENGTH) v 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING k 2 a w & PANEL'S LENGTHS A5 PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED 4 - J 2 2, SEE ANCHOR SCHEDULE ON SHEET 16 & 17. y 3: FOR NEW WOOD. FRAME CONSTRUCTION.- WOOD MEMBERS TO BE j t II I SOUTHERN PINE No. 2, t'!/SPECIFIC DENSITY OF 0.55 OR EQUAL. , i I I I 71810 x 3/32' 1 1 1 c WING NUT M 1 M EVERY STUD @ 12"0. C. i I jtflAes�»�rii. w s C, i NOTE FOR COMBINATION OF SECTIONS : 111114P A,TIL��j+ I 2"x 6'" + Cont. WOOD DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN 8E,+ Q� �Jg —.... REQUIRED COMBINED IN ANY WAY TO SUIT ANY INSTALLATION`` tiG (MO FINISH 10 i i i 1,000ALLOWED)ALLOWED) 4167 `• 2*x'4'PLAT REQUIRED 0 TAPCONS I �..—.-. "d�'.�ell � IN++`� W/ 1 1/2"Min. - J _ '��p"...........' 1 �(�"+t 11 THREADED PENETP477ON -�•�""�`...._ ! _._-� : 'E 0 MIDWIDTH OF PLATE. (SEE SCHEDULE) .AxFrTFr 1/4"m TAPCONS FLORIDA BUILDING CODE (Non H(gh Velocity.Hurricane Zone) ALTERNATIVE 9 ALTERNATIVE 10 THREAOEDZPELETRAT70N e2017 mTEM,INC. 0.050" BERTHA ALUMINUM STORM PANEL Lr SEE SCHEDULE) E�Q iXe- EASTERN METAL SUPPLY, INC °'WE SCALE: 1/2"_ !" ( 1!L 68 WEST ROADS SCALED: i/2" = 1' 17 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TIWT TESTINO a ENOINEERINO COMPANY WEST PAW MCH.2 33407 17—Q97 bi:.�t1.r. .$5w •�axGnV.G+RDO+S.2 Xttea PHONE.(567)209-8263.FAX:(56ps -1716 Prop.;(ySK11-IS]0.rm s t��t-+sS1 O<RMlbl att aY.w ocerlw .4 0R4WNC No EB-0006719 WALTER 0.''j, P.E. SRES 14 Or 17 FLOWDA 8 44167 a 1 7/B'Min. 2- EXISRNG PENETRATION rMox. BRICK VE£NfR 114104ELCO mo/P PANELMAT£ 1 7/8'Min. 2' EXISRNG NAS ANCHORS OR 114-0 TAPCONS PENETRATION r Alar. BRICK VEfN£R 1/4 Yx8'PLCO mole PANf1MAT£ (SEE SCHEDULE). NAS ANCHORS OR 1/4 C TAPCONS (SEE SCHEDULE). / C 250" Jt --- r - - - .500,. ®cool. / // M9)L—� l I 250" WD HEADER ER I ,, / I WOOD / // n H£ADfR- I i ti REQUIRED REQUIRED Y� EXISRNG i O°1• , Q W STEEL ANGLE LINTEL \ EXISRNG i F91i 1 AS APPLICABLE �' S7EEL ANGLE LINTEL I W AS APPUCABLE 31 �S1 T ,I - 1- 10 CLA lO CLASSS Din STO GLASS AI l'J I I ro crassSS I I I II i _I OPTION I f OpTTON•2 ALTERNATIVE 11 ALTERNATIVE 11A 11 , I 3 NOTES: 0 1 m 1. INSTALLA77ONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RATING EXISRNG k' AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) BRICK SILL i 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. 2".4' WOOD 3. FOR NEW WOOD FRAME CONSTRUCTION.• WOOD MEMBERS TO BE SOUTHERN PLATE PINE NO. $ W/SPECIFIC DENSITY OF 0.55 OR EQUAL. 'I / A// LYISDNG ry T'fIASH.'NG AS 7'Min. I AFPLCWLE NOTE FOR OOMB/NARON OF SEC77ONS P£NEIRARON , Ci r _______ ___ __ _ _ y WALL/FLOOR/CVLIMG YOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALLATION. .... EXISRNG �\ i • 2'r 4'STUDS C°nf. / ® !6'O.C. Mox. REO'D !/ - EXISRNG Min. 1/2'PLriY000 -EXISRNG 114'x x 8'EL CO male PAN£LMATE REO'D(TTP)W/FASTENING BRICK SRL 1/4'0-20 x 314" NAS ANCHORS OR 1/4 0 TAPCON TO STUDS AS PER LS.S.BOLTS W/7/8 i SECTION 2)04 OF TN£ (SEE SCHEDULE) TO EXISRNG PLYWOOD. FLORIDA BUILDING CODE. ®/'?�ONC NUT ALTERNATIVE 11 BUILD-OUT INSTALLATION j4T 144�PA�„„'. I(ll��p.. SCALE: 1/2'o I' (,I ••......., ✓9= * VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, -60.0 p.S.f. FOR UP TO �, Ma FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78”PANELS LENGTHS, AND FOR +50.0, -50.0 P.S.f., FOR PANEL LENGTHS GREATLjp •44 167 02017 77LMW,INC 0.050” BERTHA ALUMINUM STORM PANEL L.C. THAN 78' UP TO 108" (2.00" DEEP) OMNI eY.- i \ INSTALLATION DETAILS ON EXISTING W000 BUILDINGS o �� IL E C O�Ne. EASTERN METAL SUPPLY, INC °'�';" `,� ST P WEST ROADS°RHE {, ,1 TILUT TESTING h ENGINEERING COMPANY WEST PAM 2&X 1 R.53407 SSlON I.`L 4vp Hw..x1e.)L.Ste.)o),vacNN WAods,n.))Lep PHONE-(681)209-B16.;FAA:(361)84I-1716 17-097 1'T Nmne: -00067711 0, 9 i(bl�T,-IS)I DRAWING No EB-0 �'a"" ma WALTER A TILLG Jr.,P.E Oro rA-0b /H/I ROPoOA Lie.44167 SHEET 14A OF 17 r JI 174"0 TAPCONS W/ 1 1/2•MIN. THREADED /11 PENELRAAON TO EXIST)NG WOOD HEADER. 1/4'0-20 S S.MACHINE (SEE SCHEDULE) ' BOLT Ir/NUT&WASHER 0 12'O.C. `.yl` / 1fi Cont 1 1".1EVE ST 0 �%EVERY S O.G c O /2' 1 i Coral. 1 1 I 1 WOOD HEADER N j REOU/RED I 1 I j ! Min.SEPARARON To GLASS 1 I'Min.SEPARATION I -- 'A, N 1 TOGLASS 1 J S.S. -TO 3/ 4' S BOLTS W W/ 1 7/8"x 3 J2' J/J2'MNG NUT 0 1 0. H7NC NUT B 1 2 X 6 WOOD i I ti 21W WOOD 1 j r-DECK REO'D. I IPWTE Rf00. ' Min. 11.000' 1 1 —_ 114-0 TAPCONS, Y14-0 j _ SG. TAPCONS OR 7/40 OR 1 --'— ---��� PANEL MATES W/FULL 6 Coral. THREADED PENETRATION TO �-174'0 TAPCONS PLYWOOD.(SEE SCHEDULE) W7 1 1/2'MIN. EXIS77NG Min. 1/2'PLYWOOD THREADED PENETRATION REO.O(TYPI W/FASTENING (SEE SCHEDULE) TO STUDS AS PER CTION 2304 OF ALTERNATIVE 13 FLORLOA BUILDING oaf: SCALE:112'- 1" . ALTERNATIVE 14 NOTES. SOUE:.1/2•m I' 1. INSTALLATIONS ARE ONLY VALID FOR MAX.A.SD. DESIGN PRESSURE RATING *VALID FOR.MAX. A.S.D. DESIGN PRESSURE RATING 1-50.0, —60.0 p.s.f. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET T6& I Z THAN 78'j1yai.6,Oaijf S J. PINE`NFOR No.2.00D FRAME W/SP CIFIC DENS17YTION OF 0.55 ORWOOD AEOUARS 70,8E SOUTHERN 1 1'�ifT1�.`(�� 71L. 1 A�Tp,•�� v No.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS 02017 mrEco,'INc. 0.050" BERTHA ALUMINUM STORM PANEL L.C. IVALL MOUNTING SECTIONS CAN BE •L J a`' (Z.00" DEEP) oRAwN ar. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. /C LQ?::.� 1��` EASTERN METAL SUPPLY, INC DAM- 07 25117 eSp,ps t��: T�� 4268 WEST ROADS DRNE V NT1L 4 TIWT TESTING R ENGINEERING'COMPANY HEST PALM SFACK 2 M407 raw.ane.51'ti.51 5v&Nu ONNENS,rt 551x5 PHONE.'(561)709-8263.FAX.-(561)641-1716 17-097 -••• P1M0 I 11-15]0.ro.:(](15)011-1531 EB-0006719 ovr+vna DRAWING No WALTER A.T11 f".,P.E. as 15-OIS /7%1 m SHEET 15 Or 17 PLORIDA L•e.4416) MAJaMUM A S D DESIGN PRESSURN RATING (psf.) AND CORRESPONDIN MAXIMUM A CHOR ,SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAMF BUILDINGS A&D.Y0� O fA5'RNLRS AIIE;-, £TD �� Wp00 FAS2N0't5 APPLnutle TO ANYNUY WOD FASIFNERS APP(MA6I[TO _ PRESSURE RLL'WAR PAt.TLNIR ALIERMfi2S/tr Y4kNDY PA a) FRESS(/RE k�FWr1TAEs tr Y4b PAML ASA DE 2MVIG(p.a 1) TAICO.vs SGIAPCON pR .VIYDtb1/�ROV LGCM 2'(2) PwiNC(p.AL) SD.TASKO.V Pud'tu1R3 AN/COuBTNl10N uhOM 2'(a) PRESSER[ AEDULW sGlNCON PMaWITS ,,,yT CTJUBR14r Ntr u1VDM 1� ) P.4vOM1f[tMs PNFIY.IR NAS OF TNO4 RAHuO(Pr./. I TAKCIVS FM'TW.R IMS OF n1w 12' N/A N/A I.(TOP) 12' N/A N/A I(TOP) 12' N/A I N/A I(TOP) 12' N/A NIA 1(BOTTOM) 12' NIA N/A I(BOTTOM) 17' N/A N/A 1(BOTTOM) 12' NIA' N/A 2(FOP) 12' N/A NIA 2(TOP) I2• N/A NIA 2(TOP) 9• NIA N/A 2(BOTTOM) 9' NIA NIA 2(BOTTOM) 9• NIA NIA 2(BOTTOM) 9' NIA NIA J4(TOP) 9' NIA NIA Jq (TOP) 9' NIA N/A 34(Top) 9' N/A NIA 3(80rTOM) 9' NIA NIA J(BOTTOM) 9' NIA NIA 3(BOTTOM) 12' NIA N/A 4(TOP) 12' NIA N/A 4(TOP) 12' N/A NIA d(TOP) 12" N/A NIA 4(BOTTOM) 12' NIA NIA 4(BOTTOM) 12" NIA I NIA 4(BOTTOM) 9' NIA NIA 54(TOP) 9' NIA NIA 54(TOP) - 9. NIA NIA 54(TOP) 9' N/A NIA 5(BOTTOM) 5 1/2' NIA NIA 5(BOTTOM) 8' N/A NIA 5(BOTTOM) g' NIA N/A 6(BOTTOM) 5 1/2' NIA NIA 6(BOTTOM) 8' NIA NIA 6(BOTTOM) +40.0, -40.0 8 1/2' NIA NIA 7(BOTTOM) 8'-O' +40.0. -40.0 5' N/A NIA 7(BOTTOM) >8'-0' +40.0, -40.0 5 1/1' NIA NIA 7(BOTTOM) W-o' OR OR OR UP TO UP TO OR LESS NIA 12' 12' 8(TOP) LESS LESS N/A 1T' 11' B(TOP) 13'-0'' +60.0, -6ao N/A I2' 12' 8(TOP) LESS NIA 12' 12' 8(BOTTOM) NIA 12'• 1T'• 8(BOTTOM)• NIA 12' 12' 8(BOTTOM) NIA 12' 12' 9(IOP) NIA IT"•. 12'• 9'(Top) NIA 12' 12' 9(TOP) 12' NIA NIA 9(BOTTOM) 12' NIA NIA 9(BOTTOM) 12" NIA NIA 9(BOTTOM) 6' NIA N/A TO(BOTTOM) 5 1/2' N/A NIA 10(BOTTOM) 6' NIA NIA 10(BOTTOM) 9' N/A 9' l IA(TOP) 9' NIA 9' 11A(10P) 9' N/A 9' 11A(TOP) 4' NIA 4" 11(BOTTOM) {'•• NIA 4••• II(BOTTOM)" 4"• N/A 4'• 11(BOTTOM) 6' NIA NIA 13(TOP) 6- NIA NIA IJ(TOP) 6' NIA NIA IJ(70P) 6' NIA NIA 73(BOTTOM) 5 1/2" NIA NIA IJ(BOTTOM) 6' NIA NIA 13(BOTTOM) 4- 4' 4" i4(BOrTOM) 4''•• 4'•• <"a 1 14(BOTTOM)•• 4' • USE 6'OC SPACING FOR PANEL LENGTHS LARGER THAN 10'-0'AND USE 72'OC • VAUD ONLY FOR UP TO+50.0, -60.0 P.s.T.MAX.ASD.DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10'-0' RA77NG WITH 78'Mor. PANEL LENGTHS OR FOR UP TO+50.0, -50.0 P.s.l. 4� VALID ONLY FOR UP TO 108'PANELS LENGTHS. MAX AS.D.DESIGN PRESSURE RATING WITH 96'Mor. PANEL LENGTHS. j1JTTIIFid yjerr `1��:.'J�.r��� '••� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) o2pn nLrEm;rNc. 0.050" BERTHA ALUMINUM STORM PANEL L.C. �0,44167 (2.00" DEEP) DRAWN BY. 4 ; 07/26/17 . EASTERN METAL SUPPLY, INC <u ILwejr.. .. ne,S•.TAO0,.MRFNoA(W45D1aFTA1S-.1Rv10 0160 42BB Wi TESTING h ENGINEERING COMPANY WESTPM BCH,F 33,10 7 PHONE,(56I)209-8 264 1X.-(5614 (7-097 ION poso,EB-0008719 mH OR4W/NG No WALTER A TIWT 4t.,P.E. n0 1s'W! r-2 SHEET 16 OF 17 FLORIDA Lie.44167 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR ,SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BkowumUILDINGS M47M1M ROOD MST OJER9 APPNCABLE TO kwum WOOD FAST M A^PLA:IB[£lD ASO DIMON ASB.°£SIGN APRE59UAY RLtN.V1 wO00 E PANJL.W16 KTERK41M5/Q IJAY/JIUM PANFL PREMRf REGOUR SGTAPCOl1 PAVC[W>ts ANY LOuBbWRONe ICNOrHM1'(/fes. PRE557JRf RECUlAR MOWRS KnFWINES/k �MOWOM PAYEL SGTAP OR ANY 001/BNATACN LENGM 1'(JL) RAnIJG(R+•Ll 7NYVN6 .) RPR£(P,•,/,) SOrAP01Y bP AM-COVB1N41RNl (f AOM 1'(a) RA11NC(p s.L) 7AFCG+LS PMOINrE W'THEW N4VFlINR NAS of MEM TAP[GN$ P.alf 12 NAS OF rHLY r1' N/A N/A I(TOP) 12' NIA N/A I(TOP) 8 1/2' NIA NIA 1(TOP) 11' N/A NIA I (BOTTOM) 12' NIA N1A 1(BOTTOM) 9• NIA NIA I(BOTTOM) 11' NIA NIA 2(TOP) 12' NIA NIA 2(TOP) 9' N/A N/A 2(TOP) g' NIA NIA 2(BOTTOM) 12' NIA NIA 2(BOTTOM) 9' NIA MIA 2(Borrow) 9' NIA NIA SA(TOP) 12' NIA 111A 34(IOP) B. NIA NIA JA(Top) 9• NIA NIA 3(BOTTOM) 12" NA NIA J(BOTTOM) 9' N/A N/A 3(BOTTOM) 11' NIA NIA 4(TOP) 12' NIA N/A 4(TOP) 9' NIA NIA 4(TOP) 11' NIA NIA 4(BOTTOM) 12' NIA NIA 4(BOTTOM) 9. NIA NIA 4(BOTTOM) 9• NIA MIA 54(TOP) 12' NIA NIA SA(TOP) B' N/A NIA 54(70A) 3 112' NIA NIA 5(BOTTOM) 4• NIA NIA 5(BOTTOM) J' NIA NIA 5(BOTTOM) J 112' NIA NIA 6(BOTTOM) 4' NIA NIA 6(BOTTOM) J' NIA NIA 6(BDrTOM) +60.0, -60.0 J 112' NIA NIA 7(BOTTOM) 9•-O• +40.0. -40.0 J 112" NIA NIA 7(BOTTOM) >8'-O" 490.0. -90.0 J' NIA NIA 7(BOTTOM) 7'-0' UP TO OR UP To UP 70 UP i0 OR +80.0. -90.0 NIA 12' 6' a(TOP) LESS +60.0, -60.0 NIA 12' 6'• 8(TOP)• 12'-6' 4100.01 -130.0 NIA 12" 6" 8(TOP) LESS NIA 12' 6" 8(BOTTOM) NIA 12' 6'• 8(BOTTOM)• NIA 12' 6' 8(BOTTOM) NIA 72" 6- 9(TOP) NIA 12' 6' 9(TOP) N/A 12' 6' 9(TOP) II- N/A N/A 9(BOTTOM) 12' NIA NIA 9(BOTTOM) 9' NIA NIA 9(BOTTOM) 3 112' NIA 141A 10(BOTTOM) 4- NIA NIA 10(BOTTOM) J. NIA NIA 10(BOTTOM) 9" NIA 9- IIA(TOP) 12' NIA 10 112' 7I(TOP) 5' NIA 6" IIA(TOP) NIA NIA N/A II (BOTTOM) 4-.• NIA 4-•• 11(BOTTOM)•• NIA NIA NIA 11(Borrow) 6' NIA N/A 13(TOP) 12' NIA N/A 13(TOP) 6' NIA NIA 1J(TOP) J 112' NIA NIA j IJ(BOTTOM) q- NIA NIA 13(BOTTOM) J' NIA NIA 13(BOTTOM) N/A NIA N/A 14(BOTTOM) 1 ' 4-•• 4'•• 14(BOTTOM)•• NIA N/A NIA 14(BOTTOM) • USE S'OC SPACING FOR PANEL LENGTHS LARGER THAN IO'-0'AND USEIZ'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS COWL OR SHORTER THAN 10'-O' :w VALID ONLY FOR UP TO+50.0, -50.0 P.s.r. IINX.A.S.D.DESIGN PRESSURE RA77NG WITH 108'Max.PANEL LENGTHS. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No,44167 *2517 TLTEL10.INC 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00•' DEEP) DRAWN Br �'��� n J•(i I�JA /; J °''EI' EASTERN METAL SUPPLY, INC .0� 1ECO mc 4268 WEST R040S DRNE W TIT TESTING k ENGINEERING COMPANY WEST PAW BFACH,f[.JJ407 \v\,1 s153 Nw.34u.H..si•]Of.Y.r 9MRJ4 O.— PHONE.(560)209-820.FAX.(561)841-1716 17-097 �O BIA1 �l Pnon.:(305)9 Efl1SA T0008719( R1-u31 DR4W/NO NO ---.,,•• WALTER IWT Jr.,P.E. ttO IS-GU 1/100 FLORIDA Lie.44167 SHEET 17 Or 17 S / 12/3/2019 Florida Building Code Online BCIS Home Log In User Registration i Hot Topic Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links # Search Florida i"m's Product Approval I � r USER:Public User RECEIVE ...'Tv"Fu•cQU.'eTt Product Approval Menu>Product or Application Search>Application List>Application Detail FL389-R9 DEC 1 0 2019 ® a FL# y Application Type Revision ST. Lucie County., Permitting Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley E Irodriguez@easternmetal.co NVIEF! ED F®R�gCE Technical Representative CODE COMPLIANCE Address/Phone/Email o COUNTY Quality Assurance Representative B®CC Address/Phone/Email Category Shutters Subcategory Accordi File .c®N y 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 the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. !e! Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 113 12/3/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval ' 10/19/2017 Date Approved 12/12/2017 Summary of Products.. , F Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks(top 3-(Non-HVHZ) -Drwg 17-108 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF j Impact Resistant:Yes Verified By: American Test Lab of South Florida,Inc. j Design Pressure: N/A Created by Independent Third Party:Yes Other: Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 108 PRODUCT EVALUATION REPORT.PDF blade w/o window blade and W-11"for 62 psf,9'-11"for 55 psf Created by Independent Third Party: Yes HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top Only- (Non-HVHZ)-Drwg 17-107 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. I I Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant,Yes (SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida,Inc. I Other: Large missile level"D". Max. Span is 16'-0"for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HV1 blade,W-0"for+64,-72 p.s.f.A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.,. load for HV blade for Keystone mountings 7'-0"p.s.f. for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION j stud mountings and 8'-0"for 110 p.s.f.for HV1A working in REPORT.PDF 1 unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes 1 drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks(top COMBO- (Non-HVHZ)- Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes I SYST.PDF Design Pressure: N/A Verified By: American Test Lab of South Florida,Inc. I Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load for Created by Independent Third Party: Yes I Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Fe_.t] Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.C-yri9ht 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 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 email 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: ® ® cChec` M . https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE.#3 W/OR W/0 H.V. WINDOW BLADE #3 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) 14AS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING'CODF_THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE,ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8 & IS. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS - TA BI [' O[` /.o NTf-NTs BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX, (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6.7. B & 18. A LG r 1. 1 G 1 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED, A 33 2 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NM USED IN THEIR : HV BLADES n & 7nA ANALYSIS. HOWEVER, A WIND LOAD.DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN"WOOD. AREA 1 BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE #3 W/OR W/o H.V. WINDOW 13LADE-03 ADEQUACY FOR WIND AND IMPACT,LOADS HAS BEEN VERIFIED IN ACCORDANCE GENERAL NOTES. SHEET 1 WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: SYSTEM COMPONENTS. 1-21 SHEET 2 -01 H.V. BLADE #3 #0403.01-08 WITH ADDENDUMS #3 & #3A, DATED 4_/30/14,AS PER PROTOCOLS TAS 201, 202 &203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS MISSILE SYSTEM COMPONENTS. 22-36 SHEET 3 LEVEL D,WIND ZONES 1,2,3&4),0825.01-10 (WITH ADDENDUM #2, DATED 4/30/14), 1220.01-10, 1209.01-10&0422.02-14,AS PER PROTOCOLS TAS-201, TAS 202 &TAS-203, LARGE MISSILE. TYPICAL SHUTTER ASSEMBLY. SHEET 3A -@H.V. BLADE 93 WORKING IN UNISON WITH e H.V.WINDOW BLADE#3 #0829:01-08 WITH ADDENDUM #2, DATED 4/30/14,AS PER PROTOCOLS TAS-201, TAS 202 &TAS-203 AND ASTM E-330,ASTM E-1886 AND E-1996 STANDARDS (MISSILE LEVEL D, WIND ZONES 1, 2, 3.& 4). AREA 2• HV BLADE n7 AND HV WINDOW BLADE 1nA (I)H.V. BLADE #3 AND CA1 H.V.WINDOW BLADE#3 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE" WHERE APPLICABLE INDICATED ON SHEET 18. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS" SHEET 4 2. BERTHA ACCORDION PINS 33,C4, 35 OR ALTERNATE 6�, SHALL BE AS INDICATED ON SHEETS 3 &4, USED AT BLADE'S KNUCKLE.ACCORDION PINS 132 ,USED AT HV DIRECT MAXIMUM SPAN TABLES. SHEET 5 MOUNT SHALL BE AS INDICATED ON SHEET 3.PINS SHALL BE 410-14T MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. -ANCHOR SCHEDULE- CONCRETE SHEET 6 PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH ANCHOR SCHEDULF- CONCRETE& BLOCK. SHEET 7 _ AMERICAN SHUTTER SYSTEMS ASSOCIATION. ..ANCHOR SCHEDULE- WOOD SHEET 8 INSTALLATION DETAILS 1-6 -CONCRETE&BLOCK SHEET 9 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy - 27"1 ksi MINIMUM (UNLESS OTHERWISE NOTED). INSTALLATION DETAILS 7-9 -CONCRETE& BLOCK SHEET 10 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SOa18 AND SECTION 2411.3.3.4 OF THE FLORIDA INSTALLATION DETAILS 10 -METAL SND SHEET 10A BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. _ INST. DETAILS W/ HV CENTERMATES ®& SHEET 11 5..BOLTS TO BE-ASTM A-307 GALVANIZED STEEL, CR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INST. DETAILS W/ HV"T"LOCK CENTERMATES &Q9 SHEET 12 6. SEE SHEETS 6 &8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/HD CENTERMATES®,®&� SHEET 12 7,THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6779562. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT END CONNECTION DETAILS 1-6-CONCRETE& BLOCK SHEET 13 5458179 ISSUED TO EASTERN METAL SUPPLY, INC. INSTALLATION DETAILS 1W-6W -WOOD SHEET 14 INSTALLATION DETAILS 7W-IOW -WOOD SHEET 15 B. IT SHALL BE THE RESPONSIBILITY OF THF CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. END CONNECTION DETAILS 1-6=WOOD SHEET 16 CONTRACTOR TO SEAL/CAULK AIL. SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. AREA 3; HV WINDOW BLADE 1(l[ ONLY 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST TYPICAL WINDOW BLADE&WINDOW DETAIL SHEET 17 PROPERLY CLOSE ALI"CENTERMATES AND ENGAGE OR LOCK ALL LOCKS. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING TYPICAL SHUTTER ELEVATION SHEET 18 CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LA13ELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE #3 W/OR W/O H.V. WINDOW BLADE#3 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE.JURISOICTION WHERE PERMIT IS APPLIED TO. 12. (0)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR SITE SPECIFIC PROJECT; i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. CONTRACTOR THE DOES NOTDEEVIATE FROM RTHE CONDITIONS DETAILED ONIOTHIS DOCUMENT.NCONSTRUCTION SAAFETYIAT SITE IS THE CONTRACTORSNG LIFE SAFETY OF THIS DRESPO BASED THIS P.E.D., PROVIDED HE/SHE THIS DRAWING SHALL ONLY BE USED TO (c) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - ,- OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL - SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. " (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF!T/1ET'iT146tes ENGINEER OF RECORD THAT PREPARED IT. - '-z" FLORIDA FLORIDA BUILDING CODE (Hon High Velocity Hurricane tone) ``,t, •�C�Ns •, d� M2017 TILTECO,INC, m 2017 EASTERN METAL SUPPLY, INC. 0.4 BERTHA,HVTM A.S S■A■ Accordion Shutter System Kv. BLADE#3 W CR W 0 TLV. WINDOW BLADE#3 it American Shutter Systerns REV.No DESCRIPTION DATE DRAWN ITV:L.C. `e Off,'•, !� •gypp ���� TILLIT TESTING & ENGINEERING COMPANY 6355 N.W"36th..St..Ste.305.VIRGINIA WIDENS.ROHM 3716 Association, Inc. I OLD 15-096 7/26/1 GATE:07/28/17 """""'••• A'— Phane:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 /aNaL ti `-mok'1111-4,0—m West Palm Beach, FL 33407 3 DRAWING No EB-0006719 WALTER A.TILL17-108 R Jr.P.E, 4 ' P.E. SEAL/SIGNATURE/DATE FLORIDA Ue.X 44167 5 SHEET 6 1 OF t8 •0�0, " 1 •T-La 1s• .195• 5 - e0o' l.aaz' ..o b -4471" z9Y .oax - .Dg3' ta12' r -� .1 •o sn \ e 234•_ uM40P". P.{s{_. .. .as0'- )-- - T e .70•e g J 69.5' m.348" m o -J-- E L.' 0 060" v, r2.BOG muJ _.100 083 083' C :051' "'1 7D \ I .060' $ A9' .050' n _ o N 670' I -.072' - �- -.._.061-��- Ol HV BLADE#3 I B4 sas h o� 67n� 0 060 L e'L 1.181' 718' as' Y 6.201 .670' 5.000'MAX- HV WINDOW BLADE#3 3.520- 5529- - 2,207' 1.686' R 3.520'--- S 5A • SEE LIMITATIONS OF USE O HV HEADER - 3.""- I O,O ALUMINUM ANGLES 3 HV B.O.TRACK. O HV HEADERISILL 4A pUAUFIED FOR USE W/ HV FOR BLADE 1©ON SHEET 18 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV HV 1"B.O.HEADER/SILL BLADE 1 1A BLADES 01 ,® BLADES(1),(g QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV O BLADES(0,,P BLADE 1 (----3.556' -----3.226"--- I-%-I -n.6701--2.226' o?y .670" 00 3'°lY 1 I I I ( ) J !'.959' o I 1.491" X Y t n c �O Jy• 62" LF J L .072 0 ;' ,` r Iv 3.352"•---- 1.522' f a ,.�J" cfl `.0723.226•.072• �. 4.87a'� I�_--4.436....-_- I-1.918' 05g� �QSv. 6O O9 HV 90*11 °HV DIRECT MOUNT 1D 80STARTER -% HV ADJ.FLOOR TRACK O HV ADJ.ADAPTER W/LIP O HV WALK-OVER TRACK QUALIFIED FOR USE W/ HV 12 SIDE ANGLES QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADES(1,@ QUALIFIED FOR USE W/ HV 11 CORNER POSTS BLADES 1 1N QUALIFIED FOR USE W FIV' BLADES ,� BLADES 01 ,® BLADE 01 o.7s'.t E SPAz R RET. � / T NEOPRENE SPACER aETYIEFN QUALIFIED FOR USE W/ HV BLADES 11 p 4.660" /�CEWERUATFS/S.S.PLATE BLADES 11,(I_A 6.576•----- 0.75'.1.95x0.500' ./ 1 -745^7.293' T6X.3na as ss i /f'-20.1/2' /4'_y0 r-2.793' 745" MT BAR (2)1/4'A-20 HOLES FOR FUT HERD THRE487 ST �• (z)1/P8-20.1/2'S.S.U.S. ss.Ms G ENAMEL 1/4'-20 p'\01 _ (2 TYP•) PAINTED 1HREA0E0 IE CAST BS*� .� - HOUSING ENAMEL •� 00.3180 .3 f<a J, - e -700' - 6 J i 1.-440' -1 PgNRO,.] _.. _ _ ._ p5" 1940" EGRESS NRN62' I `� (� KNOB. .875' 1.325"J� L- m.615_ m'g5q^ (I)5/i 6' 6 HOLE FOR(1)/1 B'0-18x1 S/e' -318"- .214' fE0/ L N.V.5.5.161E-0E0 THUNK SCREW 1 B ACETAL HEAP -1 BRASS CYI INDER �- 13 HV CENTERMATE 14 HV FLOATING CENTERMATE 15 S.S.SALT WATER LOCK .492" 84,1 alts LATED)(CHROME E BRASS PLA o) QUALIFIED FOR USE W/ HV QUALIFIED FOR.USE W/ HV QUALIFIED FOR USE W/ HV BLADES(1),h_A BLADES 1D,([� BLADE G 875" rol..1" fi674� 4'Oa1 753• 6`p3 .321' H.V.EGRESS LOCK 1fi H.V.VLOCK H. . 17 QUALIFIED FOR USE W/ BLADES HV QUALIFIED FOR USE W/ HV r I fo.oJ I I 1�,(('� 13LADES iW.00 1.000'2O� - 66' o a1g6 a o 'y 6063-T6 ALLOY AND TEMPER COMPONENTS I _1 ^ L-4.566- .822' SCALE 3/8"=1.• OHV MALE"T"LOCK HV FEMALE"T"LOCK (-a.7sm--1 1---2.750'! 27 HV"T"LOCK 18 CENTERMATE 19 CENTERMATE PLAN FRONT ELEVATION QUALIFIED FOR US�E W/ HV QUALIFIED FOR USE W/ IIV QUALIFIED FOR USE W/ HV LJrrru 2&rw CLIP FOR"T"LOCK CENTERMATE BLADE(�) BLADE BLADE 1tl1 ��� KIUALIFIED FOR USE W/-HV BLADE IJ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ,`, 5 ''�,jC E/tISF;•,,,v9 i -2017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM it A.S.S.A■ Accordion Shutter System H.V. BLADE#3 W OR W/0 KV. wtrmaw BIADE /3 American Shutter Systems REV-Ne DESCRIPTION GATE DRAVR!BY:LC. Off'•, ,C Q 1e• TICCIT TESTING & ENGINEERING COMPANY (^' •.�RIDa _& ,tt 6355 N.W.361h.St.,51,,305,NRCDIIA GARDENS,FLORAA 3316 ASSOCIat10A, Inc. 1 0lo Is-Dae 7/28/1 DATE:07/28/17 �•'OT1 .,, Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 /p AL E�6 ,,1 6- .1 tilt...ft l.emm West Polm BeachFL 33407 3 DRAWING No EB-0006719 •-••• WALTE ,R A.TICCIT Jr.P.E. d 17-108 P.E. SEAL/SIGNATURE_/DATE FLORIDA Llc.N 44167 5 SHEET 6 2 OF 113 .255 V� i 1.917 0 EITURN 12'MIN` MINCYUMD 7KEYGNCYR O Rx.063" .063 .21 :545' o0.875"Min.1 .125'Max. .375-.509" m n S o m 26 12"LOCKING ROD Z 6® 6"LOCKING ROD O HD CENTERMATE 23 HD CENTERMATE 2q HD CENTERMATE'S I O D ° T --� o QUALIFIED FOR USE,W/ HV QUALIFIED FOR USE W/ HV W!LOCKING ROD W/NO LOCKING RODINSERT ` I eo4 o BLADE J BLADE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADEICI BLADE I�1 BLADE0I CTMYLDINDERRN Q 26 i26fj1 INSTALLATION WILL REQUIRE A 0a ��_ OR KEY T/16°HOLE DRILLED AT TRACKS FOR PROPER 1.5 "Min• CYLINDER EMBEDMENT I 1.78•Mat. BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. tt/2" — 1.130' QUALIFIED FOR USE W/ HVS.5/'RIVErs .BLADE(DI, ��� r' .els JS� .475• (j� `�(j� / NYLON WHEEL. N � � .SOD•a .040'. TYP�~ O IFjIWH`11DII IIRIBu'1`JII�j/II/ i/4"m .375'0 $_ o� ✓'q15 ELEVATION A Z, (— 3zD•e 27 HV 1/4"O-20 AISI 304 SERIES7®HV 316 fd-i6 ACETAL E8 HV LONG RECESSED 29 HV SHORT RECESSED 30 HV NYLON HAT 31 HV WHEEL,CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 302-303 SERIES QUALIFIED FOR SW/ HV QUALIFIED BFOR USE W/ HV BLADE(D .365"m .365'0 .400"0 .365"0 500'e 0.701•y I v .153"0 ,153' v .204-:9 .155.0 COMPONENTS P. (CONTINUED) Iz N.T.S or • o 0 n 32 HV DIRECT 33 HV PIN(ED BLADE 34 HV PIN(Q7 31 35 HV PIN MALE KNUCKLE 36 ALTERNATE PIN MOUNT PIN — #14-14x1 3/4" W/ {/8 HD, X10-18••x2 3/4" W/ #8 HD. X10-18•'x2 3/4" W/ /J8 HD, 13, 19. 19 (2 2), @ BLADE&23 (a)(31). W HV HD MARKING 'A'/ HV HD MARKING W/ W/ HV HD MARKING W/ #14-14"x2 3/4" W/ #8 HD, #10-18"x3" W/ #8 HD, / DACROSHIELD COATING DACROSHIELD COATING W/ HV HD MARKING W/ W/ "4" HD MARKING W/ 16) W/ DACROSHIELD COATING ING (SEE DETAIL SHEETS & DACROSHIELD COATING DACROSHIELD COATING 'jzz7��i���� SEP A. T/1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) vCCNse•,,•%? ID2017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVT"' Z it A■S■S■A■ Accordion Shutter System I L E S CO .... H.V. BLADE#03 W OR W/0 KV.WINDOW FADE TILUT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. fi'•. .<' �e c^ �,fix.. '0 Bass I'-36N.Sl,Sle 305.NRGINV—1—.10M.3118 Association, Inc. 1 OLD I5-096 7/29/7 DATE:07/28/17 NAL EN Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive z,I' o- 61:liilmoo-'.— West Palm Beach, FL 33407 s DRAWING ON8o ES-0005719 ittltrr"I WALTER A.TILLIT Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE rLORIDA uc.y 44167s SHEET F. 3 OF 18 31 ® 31 IN �' III III ®OR III 1�1 v III III III I I -�--- EXTERIOREXTERIOR EXTERIOR —�-- i I EXTERIOR I'I O,IA I'I I'III 0-0 (Do I'I I'LI O,1A I'I I I III I I II I I I III I ASSEMBLY AT(31. ASSEMBLY IN BETWEEN 31 ASSEMBLY AT 31. ASSEMBLY IN BETWEEN 31 . (©GO EVERY OTHER INTERIOR KNUCKLE) ( 3@GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 24' LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED SCALE:1/4'-1' SCALE:1/4".1' *THE HV PINS & BUSHINGS ARE PRE-ASSEMBLED. TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275" O.D. x 0.130" I.D. x 0.072"THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW,THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. AAiusiii��� 11'j7A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) ,01 14 :" �10Elys /f/ a 82017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. ' F ' 9 ti BERTHA HNTM A.S.S.A. � 3 IL E C O INS. Accordion Shutter System H.V. BLADE#3 W oR W/0 H.V. WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems pEV.N0 DESCRIPTION DATE DRAwN ev:L.c. �1•• F : A0� 6355 N.W.J.. 51.Sts.305,VIRGINU GARDENS.FLORIDA 3316 Association, Inc, 1 OLD 15-086 7/78/1 DATE:07/28/17 Ph— (305)671-1530.F-:(305)871-1531 4268 Westronds Drive 2 SZONgL ,(�����''' -mceLlione®191.�em West Polm Beach, FL 33407 3 DRA WING No WALTER A TILLR Jr.P.E. 4 /�'Ofl P.E. SEAL%SIGNATURE/DATE FLORIDA Llc 6 44167 s SHEET 6 3A or 18 I> I> 2�'3a4"r 2 5 a 2 5 O O �w0 O O U NOTES ON HV. HV "T" AND HD LOCKS AND CENTERMATES- VALID ONLY FOR INSTALLATIONS W/ HV (f) BLADE 0w10 0°'0 13 13 * APPLICATION W/ HV LOCKS AND CENTERMATES: 10 To _ 1.MANDATO CONOTTION U ONE HV LOCK 1�or .1 or�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY I1 ORC.19 OR&+(�3.0 10 SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 156", AND FOR INSTALLATIONS AT ANY 1 ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK U�or @ or 10 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TOIID or�CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 061 W/�-7AND 277 IS COMPLETELY OPTIONAL lJ 15 t5ia�o" ONE HV LOCK 63 or C or 17 SHALL BE 15 1 2 O1 C J 2-. MANDATORY CONDITION �2 COR INaY I 1 ATION�INTO YET L c,T pc. 1, SHATTER SPAN I (1�0,C17 USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS IIP (SEE SCHEDULE 18 18 ° ON SHEEP 5) TO 156" AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK%-)S or I ©or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO(13 or ID14,CENTERMATES W/ (2) 1/4'-20 x 14 14 1/2" LONG FLAT 16 HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE 1/2 OF SHUTTER SPAN OF LOCKING RODS`&W/j3 OR`E'er TOP AND BOTTOM IS COMPLETELY MANDATORY.0 o 16 FOR INSTALLATIONS W/ 3. MANDATORY CONDITION ONE HV LOCK 15 or 16 or 17 SHALL BE (1)HV OR HO LOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP % MAY BE INSTALLED 12•ABOVE T 1 OR BELOW MIDSPAN OF TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 15 or 16 or 17 MAY BE USED AS AN INSIDE OR I^ / SHUTTER. OUTSIDE LOCK, ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 26A W/ 27 OR 27A TOP AND BOTTOM IS COMPLETELY MANDATORY. I N 111111 111 4. OMRNAL CONDITIQU M IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO W SEE END I LOCKS(16 ,ril7�OR 1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES CT CONNECTION--' OR 14 SHALL BE AS INDICATED ON NOTE (1)ABOVE. DETAILS ON i LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 16 TTP 10. 13& 2 4 5 6 8 9 p I - FIEIGHT. `-�°A®• 2O°R 3O°R©'O°ft(,8)—' I * APPLICATION W/ HV "T" LOCKS AND CENTERMATES: ®OR®OR OaOOR �i 1, - • I ANDi~1 20-U°R® A OF CENTERMATES ONE ALTERNATE HV?"LOCK 2 MAY BE INSTALLED IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT -- ---- —UNLIMITED WIDTH ANY ELEVATION.ALTERNATE LOCR @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK R _ INCLUDES USING "J"CLIP @, AS SHOWN ON SECTION 15, SHEET 12, WHICH MUST BE CONNECTED TO CENTERMATES ,IJ AND 0 W/ 1/4"0-20x1"S.S.M.S'. INTO A 1/4"0 x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 'r MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS or TOP AND BOTTOM IS MANDATORY. TYPICAL n H.V. BLADE #3 SHUTTER ELEVATION * APPLICATION W/ HD LOCKS & CENTERMATES N.T.S. 1. THIRD LLTERNATE TO MANDATORY CONDITTION/1 VAUD FOR ND LOCK AW/!2)HD CENTERMATES a OR 0_0 SEE LIMITATIONS OF USE FOR f7_3++���-.�W� '\ BLADE,Al ON SHEET 18. ONE ALTERNATE HD LOCK aj MAYBE USED IN UEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ' ALTERNATE NO LOCK d51 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK gS TO t✓'IS W/(3) b8 x 3/8'F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT 04,AS SHOWN ON SECTION 18. SHEET 12.LOCK MAY BE l_'-."-rr'~ ~---•--.Y�:"" INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS-a or,220 IS COMPLETELY OPTIONAL I'E'TTAE/p'. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) GE1r••• t/a 02017 TILTECO,INC, m 2017 EASTERN METAL SUPPLY, INC. SF•.' _ BERTHA HVm �RL ECO =N�. A■S■S■A■ Accordion Shutter System i4 H.V. BLADE q3 W OR w/o RV.WNDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter SySf®m5 REV.Re DESCRIPTION DATE ORAWN BY.L.C. ?0•••"•IC ',`(r 1� 8355 .36th.SL,St,305,WtCIIM C RIIEN5,FLOPiM.7116 Association, Inc. 1 OLD 15-098 7/26/1 DATE:07/28/17 =��-:,,•••••,,.-�,I� Phone (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 1 r, o-mel:tllteeo®POl.eem DRAWING N° = /ONAI�•�v,' ES-0°06719 West Palm Beach, FL 33407 s WALTER A.71LLTT Jr.P.E. A 17-108 [P.E.'SEAI�7SIGNATURE/DATE FLORIDA Uc. N 44167 5 SHEET 6 4 OF 18 anrEsL MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L—"- (ft.) (1)L+:MAwMUM ALLOWABLE SPAN FOR A GWEN POSITIVE AS.O.DESIGN PRESS RE RATING. FOR INSTALLATIONS W/ Q HV BLADE. A FOR INSTALLATIONS W/ (D HV BLADE. A L-MAXIMUM ALI OWABE SPAN FOR A GNINEGATIVE 0.5.D.DESIGN PRESSURE (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS(TOP/BOTTOM)OR y POURED CONCRETE,CONCRETE BLOCK L FLOOR/COUNG: MAXIMUM AND WOOD INSTALLATIONS 4 MAITIMUM FOR METAL STUD IN INSTALLATIONS ■ GWEN A POSITIVE AS.D.DESIGN PRESSURE RATING,DETERMINE MAXIMUM SPAN'L+' AS D. A.S.D. FROM SCHEDULES. FLOOR/CEILING PRESSURE FLOORICEILING GWEN A NEGATIVE AS.D.DESIGN PRESSURE RATING.DETERMINE.MAXIMUM SPAN'L-' RATING PRESSURE WALL MOUNTING MOUNTING MIN,SEPARATION TO GLASS RATING WALL MOUNTING MOUNTING MIN.SEPARATION TO GLASS FROM SCHEDULES. (DSO —t_-,...._.--_ ...-. —_—___- _.._ yWNDEONE� (D� xmD2oNE� Ft AL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN I vANo,- (+or-) 0(FT) L:(FT) L!(FT) L7(FT) —DzO,Ee eEiwEEN'L+'AND'L (•Dr-) t!(FT) I L-(FT) L+(FT) t 1:(FT) 1.xea KNuclae Locw 1.fe3 wNCKLE Lo QEMErAIATE MRAIA (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL 1 MOUNTINGS W/FLOOR/CEILING MOUNTINGS: 35 12'-7" I 13'-0" 12'•T I 13'•0" 1" 4 11!16" 512" 6q T-p^ T.0" _ _ 1" 3 7/16" 5 118" 40 - 12'-3° 11'-10" 12'-W 1" 411/16" 5la' FOR A GNFN POSMVE A.S.D.DESIGN PRESSURE RATING: ...-___.._— _.- -- — _- DETERMINE: 45 ill-9"—; ill-11" 11' 9" 11'-11" 1" 4 11/16" 5 12" LI+:MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. SD ii.-U.U. 11'-6" 11'-5° 11'-6" LL+=MAX.SPAN FOR FLOOR CEIUNG MOUNTING INSTALLATIONS. — I 1" 4 11/16" 5 1/2" 72 6'-7" 6' 7" - / 55 11,_4" 11,1'-4" 11'-4, 11,_4" 1" 1" 37116" 5116„ 4 11/16" 5l2" FOR A GIVEN NEGATIVE ASO.DESIGN PRESSURE RATING: 60 _ 10'-6" -- 10'.6" - 101-61 - 1�,_8„ --1" 4 11116" 512" DETERMINE: LI-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 65 8'-8" 1 V-81, 8'-6" 6'-6" 1" 3 516" 1 5 1/8' •SEE SECTION 10 ON SHEET 104. LL MAX.SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. 70 B'-3" 8'-3" 8'-3" B'-3" 1° 35/8" 1 $1/8" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN-L1+-.Yx+', 75 T-9" T-9" 7'-9" T-9" )^ 35/8" 51/6" 'L1-AND 80 T-3" T-3„ 7'-3" 7'-3" 1. 35/6" 5181- . ---- - TO" ___� (4)GO TO ANCHOR TO SECTION ON SHEETS 6&7 FOR CONCRETE AND BLOCK,SHEET 8 85 6'-10" 6'-10" _6'-10" ( 6'-1D" 1" 3 518" 5 1181- FOR WOOD AND TO SECTION ON SHEET 10 FOR KEYSTONE MOUNTINGS AND SHEET IGAFOR METAL STUDS WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATNE DESIGN 90 6-7- V-7" V-7" 5-7" 1" 3 5/8" 5116" LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 95 5'-6" 6--:6" ,5-6" 5'-6" 1" 35/8'. (5)MINIMUM SEPARATION TO GLASS SHALL BE THE GREATEST MEASURED FROM EITHER 35/811 $118" REAR OF KNUCKLES OR REAR OF LOCKS CENIERMATES AS APPLICABLE TO CLASS- 6 5 -3" 5'-3" s'-3" 5'-3" 1" 35/6" s1l6" MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FO —--- 110 5'-2" s-2" s-2" I s-2" 1" 35/6" 5114" INSTALLATIONS W/(D & 1g *HV BLADES. A A INSTALLATIV BLAD 5 POURED CONCRETE,CONCRETE BLOCK UBSTRATES CONCRETE & t EXCEPT THAT MAXIMUM SHUTTER SPM! '•L+" OR "L-"AND MAXIMUM AND WOOD INSTALLATIONS MOUNTINGS MASONRY METAL STUD WOOD MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO AS.D. CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: RESSUR FLOOR ICEILING 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO RATING MOUNTING WALL MOUNTING 'MIN.SEPARATION TO GLASS WALL 1, 2, 3, 10 1 W, 3W, 4W 4, 5 & 9 7W, 9W & loW +64,-72 p.s.f. AND 7°-6' SPAN, SEE SECTION 9 ON (� Vnrm zoneA - -- SHEET 10. L'(Fn UIFn L+(F� L (FT) wrvozDNEs 2W, 3W, 6W .xna 1Q'R1C1QE CEMERMATE FLOOR/CEILING 6, 7 & 8 55 9,-6" 9,-6" 9'-6" 9'-6" 1" 43/81- 4114" --- & 8W 4 EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR 62 V-11" 8'-11" 6'•11" 6'-11" 1" 4318" 4114" "L-" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR •SEE LIM ATIONS OF USE FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: BLADE 8ON SHEET 18. I- CONNECTIONS TO PLYWOOD LIMITED TO 162 p.s.f. AND 8'-11" SPAN, SEE SECTION 5W ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO 162 p.s.f. AND 8'-0" SPAN, SEE SECTION 2W ON SHEET 14. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane 111` �0.T1J C�/-- 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. 11` � ��= BERTHA HVTM �c� -MVcO �N�• A■S■S■A■ Accordion Shutter System ah H.V. BLADE/f3 W/OR W 0 H V. NINDOW BADE �.E• / American Shutter Systems REV.N" DESCRIPTION DATE DRAWN Br:L.C. ( TICCIT TESTING k ENGINEERING COMPANY ASSOCIattOflx If1C. L QLD 15-oe6 6355 rI.W.361h.Sl..St'.305•VIRGNM GARDENS.FLORID4 3316 7/]A/IfDRAWING /28/11 Ph—:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 0'•.• F p r�P e- d:un«DeDoL�eR West Palm Beach, FL 33407 3 No�41 '•.�ORID 11 EB-0006719•••... 6,� IWALTER A.TILUT Jr.P.E. A 1 O$ S Fav FLORIDA Lk.�64167 P.E' L�I r�IitA a��DATE e S SEE OF 18 ANCHORS SPACING I EMU *SPECIFICATIONS ON ANCHOR REQUIREMENTS; POURED CONCRETE OR CONCRETE B O CK SUBSTRATES TA3VGN OR MAXIMUM ANCHOR • SPACING SCHEDULE FOR A GIVEN MAX. SHUTTF_R 1.ANCHORS TO WALL SHALL BE AS FOLLOWS: TRC!W/�Axm Tiff"RM SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING (A) TO ETOSTING POURED CONCRETE: ALL POINTS SCUD-SET -1/4.0 TAPCON OR TAPCON W/ADVANCED THRFVDHN FORM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BHLDOC(Win.rc=J ksi). BLUE TAP WITH CAP MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INGTAI l ATIONS _1/4-e ANCHORS.3/4'ALL POINTS SDUO-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(A6a r�=3 la). TAPPER+ (SEE MOUNTINGS 1, 2. 3, 4 & 5 ON SHEET 9) -1/4'o'BLUE TAP CONCRETE ANCHORS W07H CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(Win.re 2 ksi). 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY,POWERS FASTENERS INC.(Min.rc-3 ksi)•AND DISTRIBUTED BY ALL POINTS SCREW.BOLT&'SPECIALTY COWS>AW OR POURED CONCRETE ANY OTHER APPROVED LICENSED OR AUTHORIZED-VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. T &2 WALL MOUNTINGS 3 & 4 WALL MOUNTING 5 WALL SILL MOUNTING VAN(a) W/©' OR® W/Q+c� W/0+05 NOT,I MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPE:ON OR TAPCON W/ADVANCED TNRFAIFORM 1ECHNIM GY AND TAPPER+ANCHORS G 1 3/4,AND 1 1/2"FOR _AS.D.OESIN KMATNE LOAD(0) ASD.'DMG4 NEOATNE LOAD(P•0 ASD DMW NECAME LOAD(09 BLUE TAP WITH CAP ANCHORS. 30 40 501 6-T 70 80 90 T00 T10 JO 40 50 60 1 70 1 80 90 100 110 30 40 50 60 70 1 BO 90 t00 110 A2)MINIMUM EMBEDMENT OF 1/4'0 k 3/4'ALL POINTS SOLID-SE ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE 9 99 9 9 9 9 9- 9 9 9 9_ 9_ 9 9 I. 9 9 9 9 9 9 9 9 9 9 9 PERU17TFD.1/4'0-70 E. MACHINE SCREW USED SHALL BE I 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I'MINIMUM FOR WAIS WfilN NO STUCCO. -0" _ _ _ _ _ 3, OR NESS 9 9 9 9 9 g g g g 9 9 9 9 9 9 9 9 9 -9 g .9 9 9 9 9 9 g A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 "9 9 9 9 9 9 B 9 g g. q, ENd3Cfi TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTES AT)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING%TIN OR WRHOUTWMETAL STUDS OR EIFS-WTIH WOOD STUDS CONSULT THIS ENGINEER.FCR DmALAnons INTO DFS WITH METAL STUDS SEE SHEET 10. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 __ (B) TO EXISTING ASTWI C-90 CONCRETE BLOCK WALL 9 9 9 9 9- 9 9 e 6 9 9 9 9 9 9 9 9 9 9 9- 9 .9 9 9 9' 9 9 - 1/4'0 TAPCON OR TAPCON W/ADVANCED TIMADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.RUILDEX. 9 9 9 9 9 9 9 9 9 9 1 9 1 9 9 9 9 9 9 9 99 9 1 9 9 9 1 9 9 1/4'0.3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,,BOLT&SPECIALTY COMPANY. /4-0 BLUE TA CONCRETE ANCHORS WITH CAP,AS MANUFACTURED 13Y FLORIDA FASTENERS DIRECT,INC. 9 9 9 9 9 9 9 7.5 6 9 9 1 9 9 9 9 9 9 9 9- 9 9 9 1 9 9 9 1 9 9 _ 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AID DISTRBUTED BY ALL PDIEITS 5'CREW,Bt7J&SPEOIPL7Y COMPANY OR ANY OTHER APPROVED 5•_p• _ _ - _ _ _ _ _ _ _. _ LICENSED OR AUFHOR17ED VFNIXIR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 9 9 9 9 9 8 5.5 4.5 JS 9 9' 9' 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9- 9--9 8.5 7 5.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 '9 NOTES 9 9 9 9 9 8.5 6.5 5 - 9 9 9 9 9 9 9 9 - 9 9' 9 9 9 9 9 q _ 8.1)MINIMUM EMBEDMENT'INTO CONCRETE BLOCK OF TAPCON ANCHOR IS 1 1/4'AND I'FOR TAPCON Y!/ADVANCED THRFMFORM TECHNOLOGY ANCHOR,AND 1 1/4'FOR TAPPER.AND BLUE TAP WITH GAP ANCHORS. 9 9 9 9 6.5 4.5 4 3 J 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B.2)MINIMUM EMBEDMENT OF 1/4'0> 3/4'AL POINTS SCUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO EMBEDMENT INTO STUCCO 9 9 9 9 9 7.5 5.5 4.5 - '9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 g SiO L BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EAST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 9 9 9 9 8 6 4.5 - I- 9 9 9 9 1 9 9 9 - - 1 9 9 9 9' 9 9 9 - - 8.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG 7-0' - - - - - - - - - - - - - - - - - - - - I- - - - - - - ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHU.L SE AS INDICATED ON NOTE B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL 9 9 9 6.5 4.5 3.5 3.5 - 9 9 9 9 9 9 9 9 9 9_ 9 g 9 9 SIDING WITH OR WITHOUT METAL STUDS OR DFS WITH WOOD STUDS CONSULT THIS ENGINEER.FOR INSTAIATIONS INTO DFS WITH METAL.STUDS SEE SHEET 10. 9 9 9 9 7 5.5 4 - - 9 9 9 9 9 9 9 - - 9 9 9 9 9 1 9 1 9 - - (C) ANCHORS SHAT,RE INSTALLED F(2.LOLWNG All OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - - - - - - - - _ - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS .. 9 9 e 14.5 3.5 - - - - 9 9 9 9 9 9 - - 9 9 9 9 9 9 - - - EDGE DISTANCE VERSUS SPACING SCHEDUyE�_OR_ANCHORSL 9 9 9 17.5 5.5 4 - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - - MAXLUUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.0.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING BY MUL7IPLONG 9 9 9 16.5 14.5 - - - - 9' 9 9 9 9 - - - - 9 9 9 9 9 - - SPACING SHOWN ON SCHEDULE BY THF FOLLOWING'FACTORS.REDUCTTI SPACING OBTAINED' NN USING FACTOR SHAT NOT BE LESS THAN MINIMUM SPACING 0ICATED - FOR EACH ANCHOR TYPE B 9 5.5 3.5 - _ 9 9.8. 9_ e _ _ _ _ 9 s B 9 s - - FACTOR 9 9 8.5 5.5 a - - - - 9 9 9 9 9 - - - - 9 1 9 1 9 9 9 - - - - TAPCON WITH ADVANCED TAPPER + 9 2.-Is-5- 9 s 9 9 9 - - - - 9 9 THREADFORM TECHNOLOGY � 9 9 9 - - - - ACTUAL TAPCON 'POINTS SOLID SET BLUE TAP WITH CAP TO'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EDGE MIN. SPACING 9 A 4.5- J - - - 9 9_ 9 9 9 - - - - 9 e 9 q g - - _ _ OICTANCE MIN.SPACING 3' MIN.SPACING = 3' MIN.SPACING=3 1/7" MIM.SPACING=3' 3 3/4' 4' E.D. POURED CONCRETE& POURED C0NCRETE CONOREE BLOCK POURED CONCRETE& POURED CONCRETE& POURED CQ`lGIEIS ( BLOCK 9 9 7 4.5 - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - _ CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 9 9 6 4.5 3.5 - 9 9 9 9 9 9 MN ED."y. MIL ED-3 1/2' HN to.- VY WOK ED.-3 1/2' MN.ED.< y MN:ED.-31/1. WON.ED:=21/2' t ' - - - - - - - - - - - 3' 1.0 0.90 1.0 - 0.78 1.0 _ 0.84_ 1.0 9 6 3.5 - - - - - - 9 9 9 9 .9 - - _ - 9 9 9 9 9 - - _ - 1 2 1/2' 0.81 1,0 - _ - 0.67 1.0 9 9 5.5 4 - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - 2' 0:71' - - 0.51 -_- - - - 9 8.5 5 3.5 - - - - - 9 9 9 9 - - - _- - 9 9 9 9 - - - _-__- 1 J/4' - 0:91 - - 0.43 _ _ _ _ _ _ _ _ _ _ _ _ _ _ /2' 0.35. - - - 0.35.5 9 9 9 9 9 7.54.5 - 9 9 9 9 - - - - - 7 - - - 9 9 - - - - - - - HV BLADE #3 OR (1) HV BLADE #3 W� • 1 SE FOR8.5 4 - - - - i---&99 9 - - - - - - - 9 9 - _ - - - - 1 HV WINDOW BLADE WORKING IN UNISON* ON SHEEP 18. .tt,EFrAi�•���., FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) IIIIt P\"` •••• �� - 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. vcEnis may_ BERTHA HVi1A IL E C O �N�. A.S.S.A. ccordion Shutter System # H.V.vBLADE w OR w o KV. WINDOW MADE#3 ^�7L: •* ; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems RFV,No DESCRIPTION GATE DRAWN BY.L.C. �. ST�7E OF \ 6355 N.W.36th.St.,Ste.305,VIRDINIA GARDENS,FLORIDA 3716 Association, Inc. 1 OLD 15-096 7/28/1 DATE:07/28/17 TA Phone (JOS)871-1530.FOA:(305)871-1531 4268 Westraads Drive 2 DRAWING No :Fss.•�RID ,. \a�7�41AA 0-maF.IBli0006®191e� West Palm Beach, FL 33407 3 17_I No / 08 ONAL•��� •' WALTER A.TILUT 4,:P.E. 4 SHEET P.E. SEAt/SIGNAftM7 /DATE FLORIDA ue. 441 s7 6 6 OF fS i ANCHORS - 1 HV BLADE #3 OR Cl)HV BLADE #3 Wf 1A HV WINDOW BLADE WORKING IN UNISON• =FIA W SEE LIMITATIONS 0 T, W/ rza USE FOR BLADE18. 1a on SHEET 1B. Au PDINTs soup-sEr U S U BLUE TAP TAPPERR+cAa CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLL ATIONS + , (SEE MOUNTINGS T THRU 8, SEE SHEETS 9 & 10) CONCRETE BLOCK _ POURED CONCRETE 1 & 2 WALL MOUNTINGS 1 & WALL MOUNTINGS 3 & 4 WALL MOUNTING 5 WALL SILL MOUNTING ©FLOOR MOUNTING .®CEILING MOUNTING B FLOOR MOUNTING 5P(it) W/©°q ® w/®• w/©+OO W/OO +OO W a w w/©+® _. D.GES"NEa1NE TMD(p,0 -_ ASD_DE&M NEMTNE.LOM(PAT) -ASL.DESIGN NEMINE LOAD(ps1)_ ASD.=0 MGAME LOAD(ps0 As.D.DMs NEGAmc Lao 007 _ AS.0.DESIGN NELAIN'r LOAD(pvf) __ mu.Dms_N KWK Lan(,4 _ 30 40 50 fi0 70 80 90 110 30 40 50 60 70 80 90 110 JO 40 50 60 70 80 90 110 JO 4 50 60 70 80 80 110 JO 40 50 60 70 BO 90 110 JO 40 50 60 70 80 90 110 30 40 50 60 70 BO 90 110 8 9 9 1 9 9 1 9 1 9 9 9 9 9 1 9 9 9 9 8 8 9 9 9 9 9 9 9 9 9 9 9 9 1 9 9 9 99 9 9 B 9 9 9 9 �99 9 9 9 9 9 9 9 9 9 9 9 9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ -.2- ..- .` 9 9 9 9 9 B 9 9 - - - - - 9 9 9 9 9 B 9 9 OR LESS 9 9 9 9 9 9 9 .9 9 9 9 9 9 B 9 9 9 9 9 9 9. 9 B 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B 9 9 8 9 9 9 99 B 8 9 9 9 9 99 9 9 B' 9 9 9 9 9- 9 9 9 9 9 B 9 9 9 9 99 9 9 9 9 91 9 9- 9 9 9 9 9 9 9 9 9 9 8 9 9 9 8 9 9 9 9 9 9 8 9 9 9 9 9 9 5 - 9 9 9 9 9 9 9 8 9 - 9 9 9 9 9 9 9 .9' 9 9 9 9 9 9 9 9 9 9, 9 9 9 9 9 9 9 9' 9 9 9 9 - - - - - - - - - - - - - - - - - - - - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 3 9 9 9 9 9 9 6.5 3 8 9 9 9 9 9 9 9 9 9 9 9 .9 9. 9 9 9 9 9 9 9 9 9 9 •9 9 9 9 9 9 9 9 9 9 9 9 9 9 6.5 7 9 9 9 9 9 9 9 9 9 9 9 9 9 7 - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8.5 7.5 J 9 9 9 9 6 3.5 - - 9 9 9 9 9 8.5 Z5 6 9 9 9 9 9 8.5 7.5 6 9 9 9 9 9 9- 9 9 9 B 9 9 9 9 9 9 9 9 9 9 9 9 9 7.5 5•-0. - - - - - - - - - - - - - - - - - - - - - - 4#g - - - - - - - - 9 9 9 9 9 9 9 9 - - - - - - - - 9 9 9 9 9 9 9 8.5 9 9 9 9 9 8 5.5 - 9 9 9 9 7 4 3 9 9 9 9 9 9 9 ZS 9 9 9 9 9 9 9 Z5 9 9' 9 9 B 9 9 9 9 9 9 9 9 9 8.5 7 9 9 9 9 8.5 7.5 6.5 5.5 9 9 9 9 9 9 4 9 9 9 9 8 4.5 - - 9 9 9 9 9 9 9 6 9 9 9 9 9 9 9 B 9 9 9 9 9 e 9 9 9 9 9 9 .9 9 9 8,5 9 9 9 9 9 9 8.5 7 9 9 9 5 :7 - - - 9 9 9 9 B 7 6.5 - 9 ` 9 9 B 7 6.5 - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 _ 9 9 9 9 9 8.5 7.5 - 6'-D' t-PI-91 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 99999 9 99 9 8 6 4 4 - 9 9 9 6.5 35 - - - 9 9- 9 9 9 8.5 7.5 9. 9 9 9 9 8.5 7.5 - 9 9 9 9 9 9 9 9 9 9 9 9 8 7 9 9 9 8.5 7 6 5.5 9 9 9 8 4 - 9 9 9 7 4.5 - - - 9 9 9 9 9 9- 8 - 9 9 9 9 9 9 8 - 9 9 99 999 9 9 9 9 B,5 - 9 9 9B 9 8 553 9 9 6 3 - - - - 9 9 9 8 765.5 - 9 9 9 8 7 65 55 - 9 99 9 9 9 9 9999 8 9 9 9 9 8.5 7.5 6._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 9 9 9 9 _ -__ _ 9 9 9 8.5 7.5 9 6 4.5 ].5 J - 9 9 7 3.5 - - - 9 9 9 9 B.5 7.5 6.5 - 9 9 9 9 8.5 7.5 6.5 - 9 9 9 9 9 9 9 9 9 9 9 8 7 6 9 9 8.5 7 6 5.5 4.5 9 9 7 - - - 9 9 7.5 4 - - - - 9 9 99 9 8 7 - 9 9 9 9 9 8 7 - 9 9 9 9 9 9 9 9 9 9 9 9 8 7.5 - 9 •9 9 9 7.5 6.5 6 9 3.5 - - - - - 9 9 8.5 7 6 5.5 - - 9 9 8.5 7 6 5.5 - - 9 9 9 9 9 9 9 9 9 9 9 8 9 9 9 8:5 Z,56.58•_p• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 _.9 9_ 9 _ - _ _ _ _ 9 9 9 -9 8 7.5 9 9 8 4 J.5 - - - B 6.5 4 - - - - - 9 9 9 &5 7.5 6,6 - - 9 9 9 B.5' Z5 6.5 - - 8 g g g g g_ - _g g g 8 7 6 - 9 9 ZS 6 5.5 4.5 - 9 9 9 B - - - - 9 9 4.5 - - - - - 9 9 9 9 8 ..7 - - 9 9 9 9 8 7 - - 9 9 9 9 9 9 9 9 9 9 8 7 9 9 9 8 6.5 6 9 9 75 3 - - - - 9 5. - - - - - - 9 9 75 6.5 5.5 - - - 9 9 7.5 6.5 5.5 - - - 9 9 9 9 9 9 9 9 9 8 - - 9 9 9 7.5 6.5 - .91_1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 9 9 _ _ _ _ _ _ 9 9 9 8.5 7.5 9 9 5 3.5 - - - - 9 4 3 - - - - - 9 9 9 7.5 6.5 - - - 9 9 9 7.5 6.5 - - - 9 9 9 9 9 - - - 9 9 9 7 _6_ - - - 9 B.5 6.5 5.5 4.5 - - 9 9 9 4 - - - - 9 7 - - - - - - 9 9 9 B 7 - - - 9 9 9 8 7 - - - 9 9 9 9 9 - - - 9 9 9 8.5' 7.5 - - -- -9 --9 8:5 7 9 8.5 4.5 - - - - - 9 3.5 - - - - - - 9 8.5 7 5.5 5 - - - 9 B.5 7 5.5 5 - - - 9 9 9 9 B - _ - 9 9 9 8.5 7 - - - 9 9 8.5 7 6 - - - - 10'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 9 8 _ _ _ _ _ _ 9 9 9 8 6.5 _ 9 8 4.5 3 - - - - 9 3 - - - - - - 9 9 8 7 -6 - - - �e ._9 B 7 6 - - - 9 9 9 9 9 - - - 9 9 B.5 6.5 5.5 - 9 75 6 S 4 9 9 6 - - - - 9. 4.5 - - - - - - 9 9 9 Z5 6.5 - - 9 9 9 7.5 6.5 - - - 9 9 9 9 9 9 9 9 Z5 6.5 - - -9 9 Z5 6.5.5.5 -- 9 8 3 - - - - - 8 - - - - - - - 9 8 6 5 4 - - - -9 8 6 ..5 4.5 - - 9 9 9 9 9 _ - 9 9 9• 7.5 6.5 - - _ 9 9 7.5 6.5 5.5 - - li•_0• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 9 9 - - 9 9 8.5 7 6 9 9 - - - - - - 9 9 .5 6 5 - - - 9 9 7.5 6 5.5 - - - 9 B 9 9 9 - - - 9 9 7 6 5 - - - 9 7 5.5 4.5 4 - - - 7 9 4 - - - - 7 - - - - - - - 9 9 9 6.5 5 - - - 9 .9 8 6.5 5.5 - - 9 9 9 9 9 9 9 B.5 7 6 9 8.5 7 5.5 5 9 6 - - - - - - 5 - - - - -- - - 9 7 5.5 4.5 - - - - 9 7 5.5 4:5 - - - 9 9 9 9 - - - 9 9 8.5 7 _ _ - 9 8.5 7 5.5 - - - - 11'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ a _ _ _ _ _ _ _ _ _ _ _ - _ _ 9 9 9 9 9 9 8 fi.5 - 4.5 3 - - - - - 6.5 - - - - - - - 9 8.5 7 5.5 - 9 - - - g9 65 55 - - - - 8.5 6 5 4 -9 - - - - - - - 9 9 '9 6 - - 9 7.5 6 - - - - 9 9 9' 9-- 9 9 7.5 6.5 - - - z6.5 59 4 _ _ _ _ - _ 4 _ _ _ _ _ _ _ 9 6:5 _ _ _ _ 6.5 - - 9 9 _ 99 _ _ _ 9 8 13'-O' _ _ _ _ - _ _ _ _ _ _ _ _ _ - _ 9 9 9g4 _ _ _ _ _ _ q,5 _ _ _ _ _ _ g 8 _ _ _ _ g _ _ _ _ _ _ 9 9 _ _ _ _ _ 8 B _ _ _ _ - _ 99 5 _ _ _ _ _ _ •5 _ _ _ _ _ _ _ 9 B.5 _ _ _ _ 8.5 - 9 9 _ _ _ _ 9 9- _ _ _ _ _ _ 9 7 _ _ pp ozon nLTEco,.Na. FLORIDA BUILDING CODE (Non HighTEVelRN ocity ETAL sLpurriPLY. INC. Zone) E BERTHA HVTM IL E C O �N�. A■S■S■A■ Accordion.Shutter System H.V. BLADE#3 W/OR.w/o H.Y. WINDOW MADE#3 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. TILLIT TESTING & ENGINEERING COMPANY y ' 6355 N.W.361N.5L,S,e,305,VRGINIA GARDENS,RORMA 331 As$coicllenA Inc. 1 0LD 15-ass 7/18/1 DATE:07/28/17 w t i r PNene:(305)871-1530.Fm:(305)871-1531 4268 Westroods Drive z Off'•, 7r� ��� 0-mal:lill00oopol.00m West Palm Beach, FL 33407 .3 DRAWING No •'•.�RIDP.: �A EB-0006719 �1 Q fJ 'a�EI WALTER A 71LLIT Jr.P.E. 4 17-108 0L,7 P.E.' I�I�t�4 jE1}1DATE ROROA uD.g 44167 s SHEET 6 7 OF 18 MAXIMUM_ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN MAX SHUTTER PAN ASD nESIGN NEGATIVE PRE'9SURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 14& 15). SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX MAXIMUM DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD SPAN IN) CEILING MOUNT 3W CEILING MOUNT 3W WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS CEILING MOUNT 3W WALL 1W, 4W, 7W, 9W & low FLOOR MOUNTINGS 1W, 4W. 7W, 9W & IOW FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 10w FLOOR MOUNTINGS MOUNTING 6W & SW 6W & 8W 6W & BW 5W A.S.D.DESIGN NEGATIVE LOAD(pal) ASD.DESIGN NEGATIVE LOAD(pef) A.S.D.OFSY"N NEG\RVE LOAD(paQ AS.D.D61Wi NEGAINE lOAD(pal) AS.D.DESIGN NECAiIYE ULD(paf) ASU.DESIGN NEGATIVE LOAD(af) ASL,R@I N;ARC 10'p(F3) 30 40 50 6D 70 80 90 100 110 30 40 50.60 70 BO 90 100 110 30 40 50 60 70 80 90 100 110 30 40 50 60 70 80 90 100 110 30 40 50 60 70 80 90 100 110 30 40 50 60 70 80 90 100 110 30 40 50 62 3'-0°OR LESS 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 7 6.5 6 9 9 9 9 9 9 9 9 9 9_ 9 9 9 8 7 6 5.5 5 9 9 9 9 9 9 9 9 9 9 9 9 7.5 6.5 5.5 5 4.5 4 9 9 9 9 9 9 9 9 9 9 9 9 6 9 9 9 8 7 6 5.5 5 4,5 9 9 9 9 9 9 9 9 9 9 9 8.5 7 6 5 4.5 4 3.5 `9 9 9 9 9 9 8 5.5 4 '9 8.5 7 5.5 5 4 3.5 3.5 3 9 9 9 9 9 9 9 9 9 9 7.5 8 14.519 9 8 6:5 5.5 5 4 4 3.5 9 9 9 9 9 8 9 8 8 9 8.5 6.5 5.5 4.5 4 3:5 3 3 9 9 9 9 9 5.5 4 3 2.5 9 7 5.5 4.5 4 3:5 3 2.5 2.5 9 9 9 9 4 3.5 9 B 6.5 5.5 4.5 4 3.5 3 3 9 9 9 9 6.5 4:5 9 B 9 7 5.5 4,5 4 3.53 2.5 - 9 9 9 8 4.5 3 2.5 - - 7:5 5.5 4.5 3.5 3 8 2.5 2 - 9 9 9 4.5 7'-0` 9 9 9 9 6 4.5 - - - 9 7 5.5 4.5 4 3.5 - - - 9 9 9 9 4.5 3.5 - - - 8 6 4.5 4 3.5 3 - - - 9 9 9 4.5 3 2.5 - - 6.5 5 4 3 2.5 2.5 - 9 9 6.5 2.5 8'-O" 9 9 9 6.5 4.5 4.5 - - - B 6 5 4 2.5 3 - - - 9 9 8 B 3.5 2.5 - - - 7 5 4 3.5 3 2 - - - 9 8 5.5 3 2.5 - - - - 5.5 4 3.5 2.5 2 2 - - - 9 9 3.5_2 9'-6" 9 9 6 4 3.5 - - - - 6.5 5 4 3 2.5 - - 9 8 5.5 3 2.5 - - - - 5.5 4 3 2.5 2.5 - - - - 9 5:5 3 2.5 - - 4.5 3.5 2.5 2 2 - 9 4.5 2 - 10'-O" 9 9 6 4 - - - - 65 5 4 3 - - - - 9 B 4 2.5 - - - - - 5.5 4 3 2.5 - - - - 9 5.5-3--- - - - 4.5 3.5 2.5 2 - - - - 11'-0' 9 9 4.5 3 - - - - - 6 4.5 3.5 2.5 - - - - - 9 6 3.5 --- - 5 3.5 3 2 - - - - - 9 a 2.5 - - - - - - 4 3 _2 - - - - - - - - -- 12'-0' 9 -- 4.53.52.5 - - - - - - 8 3 - - - -- -4-2.5 - - - - - - 9 5.5 3.5 - - - - - 5 3.5 3 - - - - - - 8.5 4 2.5 - - - - - - 4 3 - - - - 6 2.5 - - - +N- ES ON ANCHORS 6LW-VjR.E,iAE4IS; Y1009 S-U-05jRAJ-S 1.ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4.0 TAPCON OR TAPCON W/ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER MINIMUM PENETRATION OF THREADED AREA AS O H V BLADE #3 0 R (� H V BLADE #3 W INDICATED AT EACH SECTION ON SHEHE ETS 14&15. EXCEPTION:SEE NOTE 2 BELOW. 2.ANCHORS TO HOLLOW CEILING SMALL BE AS PER MOUNTING TYPE 2W,SHEET 14 AND ® H V WINDOW BLADE #3 WORKING I N UNISON SMALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 3.SUBSIRAIE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE NO. 2 W/G-0.55(N.D.S) -DOUGLAS FIR W/G-0.50(N.D.S.) SEE LIAIITATONS OF USE FOR -SPRUCE PINE FIR NORTH W/G=0.43(N.D.S.) BLADE(I`q ON SHEET 18. -SPRUCE PINE FIR SOUTH W/G=0.36(N.O.S.) -I"IN. 1/2'COX PLYWOOD(1986 APA) 4,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS PER NDS 2015 - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1 it T1 p,�'1r�e 02017 TIITECO,INC. ©2017 EASTERN METAL SUPPLY,INC. 4EN ��o �■�■�■�■ BERTHA HV!!" Accordion Shutter System r 9 H.V. BLADE#3 w/OCR w/o KV. WINDOW RADE q3 American Shutter Systems REv. p DES TILUT TESTING & ENGINEERING COMPANY CRIPTION DATE DRAWN BY:L0. OF Association, Inc. 1 OLD 15-086 6355 N.W.36th.SL,Sb.305.VIRGINIA GARDENS.FLORIDA 3316 7/28/1 DATE:07/28/17 Phona:(305)871-1530.FaR;(305)871-1531 4268 Westroads Drive 2 DRAWING No P Q •'�� �+ =-mon U11aeo®cp1- West Palm Beoch, FL 33407 - o �R. ,.,��R�Q ' 1 ES-0006719 17-108 �Q WA lER A.TL UT Jr.P,E. 4 P.E:'SEAL� RE" ATE FLORIDA Uc.d 44167 5 SHEET 6 8 OF 18 POURED CONCRETE_.. CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK ------- SCHEDULE ON SHEETS 6&7 OR CONCRETE BLOCK WALL REQUIRED -r ) WALL REQUIRED EXISTING r- -�'�� -CONCRETE ANCHORS • 1/4'0-20x3/4"S.S. BOLTS W/ GLASS-I 1 (SEE SCHEOULE ON SHEETS 6& 7) ,• '- F UT&WASHER O 9'O.C. MSEPARATION TO —CLASS(5 SL uLE i i O :. -- •• - 1/2' 1•MIN. ON SHEET 5) 1 4•Nw:. E.Q.• I{ ,�,•MA.. I i , •NA.. I I 1 1/2• j I MIN.SEPARATION TO I I _ �'• MIN.SEPNNTn%To GLASS I GLASS(SEE SCNEDL i; -OO 5 -Z 1/]•_J NYLON COYER (SEE Sa1DJUlES ON SHEET 5)'-." I ON SHEET 5 ) 1/A"ox3/4"F.H. S.D.S.ITV EXISTING EXISRNC CLASS- I I: BUILDE.X TEK SCREW 0 9'O.C. GLASS I I I I POURED CONCRETE CONCRETE ANCHORS I OR CONCRETE BLOCK (SEC SCHEDULE ON SHEETS 6& 7) WALL REQUIRED 01 WALL MOUNTING INSTALLATION O3 WALL MOUNTING INSTALLATION Q5 WALL MOUNTING INSTALLATION EXISTING - .- -I _. ,? EXISTING— GLASS-iGLASS I I �NIN.SEPARATION TO MN.S[PARAlION To GA55 NLN.SEPML1110N f0 O 011 SHEEP 5) I I O Fs""'Es ON SIICLT 5) I I GLASS(SEE SCHEDULE I I -GLASS(5-E SCHEOU --O OR O ON SHEET 5) EXISTING i I •. I I I i I I: GLASS ff ,. . •I NxL !- ` - O i 1H•uu. L/ i 1/A"MAX. 1 ; ; , i �/ E.O.• E.D.* a', • I �..• .. EDGE OF— /2' F SLAB IF ` EDGE OF • ,• ___ 1/2' --J3 Or®or® {� i - 1/2• -1•MIN. APPLICABLE f� _-EO ,C,O� '" UC IF •_ .__ APPLICABLE ` -- 1/4"0-20x3/4"S.S. BOLTS W/ POURED -� • " •• • •• . NUT&WASHER 0 9.O.C. '-• -••=�-- ' CONCRETE ANCHORS _ CONCRETE` �� (SEE SCHEDULE ON SHEETS 6&7) POURED CONCRETE REQUIRED -E.D.• -- E.D.•-------- -- POURED CONCRETE- OR CONCRETE BLUCK -�•� \. CONCRETE ANCHORS OR CONCRETE BLO •' WALL REQUIRED J (SEE SCHEDULE ON SHEETS 6& 7) CONCRETE ANCHORS WALL REQUIR �•rr� (SEE SCHEDULE O14 SHEET 7) �2 WALL MOUNTING INSTALLATION ® WALL MOUNTING INSTALLATION © FLOOR MOUNTING INSTALLATION NOTE FOR COMBINATION OF SECTIONS: " E.D. - EDGE DISTANCE I- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY (SEE NOTES&SCHEDULE ON SHEET 7) INSTALLATION DETAILS 2- SEE Er SECTIONS CAI4 BE COMBINED SEE LIMRATIONS OF USE FOR IN ANY WAY TO SUR ANY INSTALLATION. BLADE Q ON SHEET 18. SCALE 3/8"=1• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) °°1lI Pt.•••• ��+� 02017 TILTECO,INC. (P 2017 EASTERN METAL SUPPLY, INC. ° '\"I,c; BERTHA HVTI" ? A S.S A Accordion Shutter System L ECO'1 N C. H.V. BLADE#3 W OR W/0 HV. NDOW MADE#3 • American Shutter Systems REV.No DESCRIPTION DATE DRAWN 8Y:L.C. TILLIT TESTING & ENGINEERING COMPANY '�Off••.• �, ��' �• ,• 6355 N.W.36th.St..Ste.JDS.WRGINIA GPAOENS.FLORIDA 3316 Association, Inc. 1 OLD 15-086 7/I6/I DATE:07/28/17 • Phone:(305)871-1530.Fax:(305)871-1531 4268 Weslroads Drive 2 (f •..RIDA•: Q, °° s-.0 tilt—O.W.- West Palm Beach, FL 33407 3 DRAWING No =� OON E 17-108 1(11 WALTER A.ie.R Jr.P.E. 4 FLORIDA Lie.!t 94167 5 SHEET P.E. �PAFs`SI6MWdRE/DATE 6 9 OF 18 _CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) REQUIRED EDGE OF CONCRETE ANCHORS(EXCEPT —SLAB IF APPLICABLE -- ��- ((-O.CL POINTS (SEE Y ON SHEET 5 POURED CONCRETE OR ( FOR LIMITATIONS) E_tj_y EQ CONCRETE BLOCK ` •..,., REQUIRED 1/4'0-20x3/4"S.S. Q-- E ACHINE SCREWS USING - I/2• /'1 1/4'-20 NUTS® 12"O.C. 1/4"MAX. ' 3.00" EXISTING I I MIN. GLASS 11/4'MAX. um.Spot Ss LES ro cuss f (SLS SHEET 5) ON SHEET 5) OR �� I I EXISTING I! I GLASS 1 scoiiE�ou V CEILING MOUNTING INSTALLATION EXIGSTIINNS ON SMUT 1/4"0 ITW BUILDEX TAPCON W/ADVANCED THREADFORM I I -MAX. wn.sEPARATron %I I TECHNOLOGY OR 1/4"0 POWERS FASTENERS TAPPER+ I r o (SEE S=L !I I I 01 OR ®� ANCHORS W/1 3/4"MIN.EMBEDMENT®6"O.C.FOR I ax sxEEr B) UP TO 6'-0"SPAN AND 4"O.C.FOR SPANS LARGER4112 4A THAN 6'-0"UP TO 7'-6"MAX.APPLY SEALANT AT EXISTING EVERY FASTENER HEAD(TYP.)(SEE NOTE TON SHEET 5 GLASS I j I! 1/4 MAX. FOR IMITATION$) CONT. SEALANT 1 r(/t Oz3/4n HEX WASHER HEAD I- TEK SCREWS &9"O.C. ALTERNATE INTERIOR a/e� "0-20x3 4"SS M$ ANCHOR LOCATION ale• /-EXTERIOR CONCRETE ANCHORS , • NG 14"m-20 NUT$ (SEE SCHEDULE ON SHEET 7) /712"O.C. EDGE OF I• III I• NG NON STRUCTURAL SLABIF . � 1/2' ' '1.= EDGE OF �^ 2.00"MIN. ,50D" WALL TRIM(DECORATIVE. APPLICABLE j �—EQ L'•—Ea SLAB IF r•' T.00W E.D. SILL) APPLICABLE LAIN. POURED ~ _ POURED CONCRETE CONCRETE �J'--• ! - REQUIRED REQUIRED E.D;" E.D."--� - I_ V ® FLOOR MOUNTING INSTALLATION 0 0 NOTE:THIS INSTALIATIO14 SHALL BE REMOVABLE 8O KEYSTONE MOUNTING INSTALLATION WHEN PERFORMED ADJACENT TO AN E.D. EDGE DISTANCE MAXIMUM A.S.D.DESIGN PRESSURE: +64,-72 psf OPERABLE EXIT OR ENTRANCE (SEE NOTES&SCHEDULE ON SHEET 7) MAXIMUM SHUTTER SPAN 7'-6" NOTE FOR COMBINATION OF SECTIONS: SEE UtZATIONS OF USE FOR T BLADE A.ON SHEET 18. SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY - INSTALLATION DETAILS (CONTINUED - _ 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 11T1..�C�k/l`�,IQ 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC- G - BERTHA HVTM ' ZEIN v�dIO Accordion Shutter SystemLEC A S S A■ H.V. BLADE f/3 W OR W 0 H.V. NDOW BLAIN S I TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. i ^ T 8355.N.W.36N.St.,Ste.305,VIRGINW GAROMS,FLORVA 3316 Association, Inc. 1 OLD 15-098 7/28/1 DATE:07/28/17 g �,ST'Al of Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No e Oma(.'•R( � � e .il:tilTtt°®uul.com West Palm Beach, FL 33407 3 EB-0006719 17-108 4 7_'0$4 V(•p•�•�• ��I11( WALTER A.TILLR Jr.P.E. JR��DATE FLORIDA Lie.If 44167 5 SHEET 6 10 0 18 I" Min. 111_"x RI REO'D.MIN 6'z 1 1/2"z VAES2°Maz. D.='THICK Min.ASTM REQUIRED DOUBLE A-653 GRADE 40 Min. G-60 - MLTAL STUD T11 GALV.STEEL METAL STUDSoR. 4OoR 4A AT 16°O.C. - ----- / . __ ® fi"� O.C. EXISTING GLASS W �. (RED'D.MIH:1 3/4°x 6 1/4"x 37c -� 37 0.035'THICK Min,CONI,GALV, ®6"O.C./ ® 6 O.C. I r Nu, STEEL TRACK CHANNEL,ASTM A-653 i VARIES GRADE 90 Mtn.C-60 GALVANREO FAST'OJED TD S1UDs W/(2) ! /EXISTING FINISH t— - 0-1/2'ICK SCR&ON INTERIOR AS APPLICABLE b•EXTERIOR FACE ) F.%ISTING FINISH )+ MIN.SEPARATION TO GLASS I I O AS APPLICABLE—� EXISTING GLASS---j (SEE SCHEDULE ON SHEET 5) ILLJ ) -! / I I —� SEE DETAIL FOR / RE0'0.MIN. 1 3/4'x 6 1/4'x I I SIDE CONNECTION) 0.035'THICK Min.CONT.GALV. EXISTING FINISH f0 TRACKS ON STEEL TRACK CHA14NEL ASTM A-6531 AS APPLICABLE i I �I� � SHEET A {(YP.] GRADE 40 Min.G-60 GAt VAN12ED FASTENED TO STUDS W/(2) 3TC �06!7 I i 6wc #6x1/2"TEK SCREWS ON IN 7 Dt I O OR OR lh EXTFRIOR FACE ® 6"O.C. O.C. f I REQUIRED DOUBLE I ur. Uri w METAL STUD I ------------ -1/2" REQUIRED DOUBLE 1/4'0 TEK SCREW �OR OR 4A /METAL STUD 6'O.C. TO I REQUIRED MIN. 6'z 1 1/2'z V I S I 37b I DOUBLE STUD i /0 035" 2"MOX EXISTING GLASS A-653 THICK Min.ASTM J� 1" �_ GALV. GRADE T Min.G-60 I I ® 6° O.C. MIN. EXISTING GLASS GALV.STEEL METAL STUDS AT 16'O.C. !, 1"lAin. Eq ED VARIES - 1102-- P VARIES .. 10 B.O.WALL MOUNTING INSTALLATION 1/16"x3 MAX. 2.000' 3,210" ((6063-T6) CONT.ALUM. CLOSER LATE, (LOCATE AT � EITHER SIDE OF C9) 37 1!4"o NOMINAL 37b 1/4"0-20X3"BOLTALUMINUM SLEEVE #Ioxl/2" //10X1/2" s16. ® 16OC1.373'.2500 (--050' 10 C` n L 1/4.4-20 7HREADS •J 37c 1/4"0 ELCO CONSTRUCTION L— -O OR®OR -- -- PRODUCTS FAB-LOK HD END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED) SCALE 3/8"=1'• SCALE 3/8"=l" te1FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) ,1/10"II{.,Tl•• 'r144 is 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY, INC. a \GEINSF•.•`��4 BERTHA HV7 A S S A Accordion Shutter System IL. ECO �N�. ■ H.V. BLADE#3 W/OR W/0 RV. WINDOW @ADE#3 TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. •:• STATE oI' C 6755 tJ.1Y.3611..St.,Ste.305,VIRGINIA GARDENS.FLORMWA 3316 Association, Inc. 1 OLD 15-066 7/26/1 DATE:07/28/17 Phone:(305)871-1530.FoX:(305)871-1531 4268 Westroads Drive 2 DRAWING No ORIa `� a-mo,I:NRecc®ocLecm 1 if '•°, P;'`�4 1 West PQIm Beoch, FL 33407 3 EB-0006719 a 7-1 Q8 r� c V 66 WALTER A,TII IT Jr.P.E. SHEET FLORIDA LIc#44167 5 P.E.�S€AI ly ilR DATE 6 1oA OF 18 P 14 SEE END WALL CONNECTION I — I INSTALLATION WITH DETAILS ON SHEETS 10A. 13 LSC 16 00' ) SEE NOTES ON HV LOCKAND1� R ®• H V BLADE W ALTERNATE LOCKS®OR g I HV CENTERMATES & ON SHEET 4. _66-T] l f T I EXISTING GLASS SCALE 3/8"=1" � SEE LILIRATIONS OF USE FOR N i ,� BLADE 1)ON SHE LT 18. SEE END WALL OTION DETAILS ON SHEETS OR I — 10A. 13 &_L6 L—'— --------- -- ----------------------- --------- -- 2 OROOR©+OORO—I O O 7^ 6 1/2" — M ® IN.SEPARATION OR OR®+(5) +O OR + MIN.$EPAR4110N MIN. SEPARATION TO Gu55 W/INSIDE LOCK TO (SEE SCHEDULES LAIN. SEPARATION `��f�� OR A�OR GEE SCHEDULE LASS(SEE SCHEDULE W/OUTSIDE LOCK TO IN ON SHEET 5) OR TO GLASS 4 @+@ ON SHEET 5) F ON SHEET 5)ULE ��(INTERIO©(SON SHEET 5)S i ------------------- SEE END WALL CONNECTION13 ' DETAILS ON SHEETS 10, 13 -n 1 ORVgOR 1 L Lop%�OR�\GR 1 ♦ 14 / --� �__ g OR 1 * 6 OR 1 — OUT (EXTERIOR) (EXTERIOR) i 10 SECTION AT END SECTION AT OPPOSING 11 SECTION AT SYMMETRICAL DIRECT MOUNT CENTERMATES W/ LOCK 16 OR U SEE END WALL 2'x2„v6„a_ 1 o I CENTERMATES W/ LOCK n OR 1�7�' CONNECTION (6063-T6 ALLOT)ALUM.A.NGL I O O O o P DETAILS ON SHEETS W/(2)1/4'm TAPCON ANCHOR --------- 2 OR 3 oR 6 + 7 OR $ _____ -------r ------------- —r--- —-10A. 13 do 16 TO CONCRETE ROP/BOTTOM I — i -- ------ '�T---- (4)#10x1/2^S.M.S.TO TL)B S.M.S.0 12' OR OR®+O OR 0+(5) I MIN.$EPARATIOIJ MIN.SEPARATION AT FACH ANGLE.( O.C.FULL LENGHT. MIN.SEPARATION MIN.SEPARATION TO GLASS OR OR TO GLASS + TO G1A55 Y7/INSIDE TO GLASS W/OUTSIDE (SEE SCHEDULES (SEE SCHEDULES \ / 1 N 4A ® LOCK(SEE SCHEDULES LOCK(SEE SC�U ES pFpJ SHEET 5 ON SHEET 5 Cr SMEEI 5 �” CJ W� ONLY FOR SECTION 10 ON ) ON SHEET 5) I I (BOTTOM) I _ 10 1 13 1/2— A 1 1/21/2.. O \ •.O 14 �OR �oR� 1 1 6 1/2- �3 SECTION AT OPPOSING 15* SECTION AT SYMMETRICAL tn5' SECTION AT CORNER POST OCENTERMATES W LOCKUT CENTERMATES W LOCK 1�* / —� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 'lllttKlc�A, 7•// � 02017 TILTECO,INC. 0 2017 EASTERN METAL SUPPLY, INC. A S S A BERTHA H1/Tt” Accordion Shutter System H.V. BtnoE#3 w/OR w/o H.v. w1NoaN BLnnE �! American Shutter Systems REY.N. DESCRIPTION DATE DRAWN BY:L.C. TIWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-a96 7/20/1 DATE:07/26/17 6355NX 361n.St„Sle.J05,WRGIMA GPRDENS.FLORIDA 3316 ' Phone (305)871-1530.Fa.:(305)871-1531 4268 Westroods Drive x DRAWING No 61:L, Uji-c®o°I.°— West Palm Beach, FL 33407 3 ���'• CpRIO T:: �v I,1, EB-0005719 4 17-108 s •...... J1 WALTER A.TILLR Jr,P.E /1 G� ' FLORIDA Lic. 44167 6 SHEET P.E'aItrNhTURE%DATE (1 6 11 OF 18 SEE END WALL INSTALLATION WITH t SERIES 9444 ALUMINUM * SEE IJOTES ON HV"T"LOCKS 21 ON CONNECTION DETAILS ON (2024-TJ ALLOY) LARGE FLANGE THIN SHEET SHEET 4. SHEETS 10A. 13 do 16 1� H V BLADE W/ NUTSERT,PART d 0820,AS MANUFACTURED BY r-- I HV "T" LOCK CENTERMATES AVDEL CHERRY OR EON, PARSIPPENY, NEW OORO ORO O JERSEY 07054 OR EQUAL. •7 Z -7 I ->—EXISTING GLASS L J 6 'I' / OR O IN ] N r I 8 & 9 SEE END WALL EXISTING CONNECTION DETAILS ON OR OR®+O OR O+O —� SCALE 3/8"=)" SHEETS 108--LQ—IK 16- --i-- -------------------------- ---- 2 OR0OR©+OORf 7i r T LF%ISTING GLASS O O O I ., 1/2" MIN. SEPARATION MIN. SEPARATION MIN,SEPARATION I OR OR $ +(3)OR 2 +5 I - TO GLASS W/OUTSIDE TO GU55 W/INSIDE TO GLASS 1 MIR.SEPARAItON 9 i I LOCK(SEE SCHEDULES LOCK(SEE SCHEDULES (SEE SCHEDULES I TO GLASS �:"•,•� I ON SHEET 5) ON SHEET 5) ON SHEET 5) t (SEE SCHEDULES 9 N ---3 1/4• I I N SHEEP 5) I 6- ._. 27_ _ _ — — i 2� i 1 90' 18 19 9 26 26 I / VARIES • , 1/a' 10 20 OUT I 14 SECTION AT END OUT m-20 x 1" G 1/2"MAX. SUCK (DIRECT MOUNT) 55/8",S.M.S.RIVNUT .0 x © SECTION AT HV "T" LOCK I6 SECTION AT SLACK DETAIL (IF APPUQ4RE) MIN.SEPARATION TO GLASS UT tT. 21 CENTERMATES W/ LOCK IJ* �—E%ISTING GLASS (SEE SCHEDULE ON SHEET 5) ------------1---- ---------------- -------i ------------------------------ 2 OR0OR©+DOR® ' /_ O O O O 0 1/2" --. MIN.SEPARATION GLASS ' OR [} OR $ + rj OR 2 + rj ( E SHEET 5� ONINSTALLATION WITH N J 1/4" ---4 5/8" r- 4 5/8"� I N 10 HV BLADE W/ HD CENTERMATES SCALE 3/8 9 1 23 23 , 22 uL i 22 1 \` / OR 22 OR 23 #SEE NOTES ON HD LOCKS®ON SHEET 4. OUT ** 25 (2�4 ** 25 24 17 SECTION AT END (DIRECT MOUNT) SECTION AT SYMMETRICAL HD LOCK OUT ..CEN E AES D LOCK FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1,'to 02017 TILTEDD,INC. ©2017 EASTERN METAL SUPPLY, INC. s� :'��CENSF•.��- BERTHA HW" IL E C O INa. A.S,S',�, Accordion Shutter System 7 H.V. BLADE#3 W OR W/O H,V. WINDOW BLADE#3 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. '• �, �'�` � fiJ%N.w.760.SL,61e.JO6.NRDINU GHi0EN9.FLOPoDA}JI Association, Inc. I )7/2a/lDATE:07/28/17 Phone (}05)871-15]0.Fax:(705)071-153I 4268 Westroads Drive z DRAWING No =:mss•'••.,,,,, • (�� e-moa:tille000aol.�om West Palm Beach, FL 33407 a =..S,oNaL C\v EB-0006719 a 17-108 4\� WALTER A.TILLR Jr.P.E. P.E. SEAL%SfG MORE/DATE FLORIDA Uc, 44167 D SHEET 6 12 OF 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* POURED CONCRETE SCALE 3/8"=1" ___POURED CONCRETE _ / OR CO CRE / OR CONCRETE i• POURED CONCRETE G-' - BLOCK WALL REQUIRED BLOCK WALL REQUIRED `� ----f—--- - - ------ -', R CONCRETE P. •• '•� POURED CONCRETE AL ' '\�• BLOCK WALL REQUIRED J .('• EXISTING CLASS _ 1/40 C(NJCREIE CONCRETE BLOCK WALL EXISTING GLASS _ "ANCHOR W 16'10 C. ��� REQUIRED ,>� i. ' '--2'MIN.- MIN. -EXISTING GLASS 7 •,1" -",• 1�_ .. , -�� :• - EXISTING GLASS ED' ED 1/16"x3"MAX. .. (LOCATE AT (6063-T6) CONI. \ / 1 EITHER SIDE ALUM. CLOSER / \ 4-USE 1"OR 7." MAX, 17- 1 1 OF 10 ) PLATE. (LOCATE AT 'zl (AS APPUCABLE)x2"x1/8"xU'-2" 1 I \ \i EITHER SIDE OF 40) ALUMINUM CLIP ANGLE - ----_- - -- -- _-- -� 1 1 (6063-T6 ALLOY)AT MIDHEIGHT I ----- •-'- ----- ��y�r�1 /,!10x1/Z"S.M.S -•_----- - #IOxT/2"S.M.S._/I � W/(1) !110x1/z"S.M.S. TO C9�'' � 1 ® a 16"O.C. I/ --- - - --- & (2)1/4"0 ANCHORS TO WALL / OR /� / ; t 1 - AT 1"O.C. (LOCATE AT EITHER ?\ / -O OR® 1 ��y�} SIDE OF(9 SEE DETAIL% FON // —~� �/ \ / SEE DETAIL X FOR SIDE CONNECTION t�.__. SIDE CONNECTIO 9 io rRAcl<s � � I �� ORA SEE O O O O I OR ^ SEE DETAIL X FO �l SIDE CONNECTION �� TO TRACKS 2 OR 3 OR 6 + 7 ORO TO'TRACKS 1'l IOROOR©+O ORa OR®OR®+O OR 0+(5)OR®OR®+� __-OOROOR©+DOR_® �/ OR®OR®+O OR O+O OR®OR®+(g OR®OR®+O ORO+O OR®OR®+� O END CONNECTION DETAIL O END CONNECTION DETAIL 30 END CONNECTION DETAIL ® END CONNECTION DETAIL _ 4 REQUIRED ONLY FOR SPANS GREATER THAN 12�-0" �`--�r/, •1 EXISTING GLASS POURED CONCRETE OR _ `/' CONCRETE BLOCK WALLEXISTING - ------1- ! �cv 5 a REQUIRED '.• •", {110x1 2",5.M.5 -I 9 _ •- __ �,/ ,, :• a. ' .•.• '. ® 16"O.C. '\ � ._.._._....__.__1� c . J- 14,0 CONCRETE D -------- - - ---------- -- -- OOROOR OR CONCRETE \,1/2" IN. _c_ ANCHOR®,16.O.C. .y _7 ___ \. 1/4'0 w• ANCHOR @ 16!D.C. ©OR®OR® •. .!, _�2'MIN.._._ 2"MIN. OOROOR®OR_J i o 2"MIN.. : — PLAN VIEW Y 10 DR 13, 11 oR1' ©GR®GRg DETAIL X L POURED C REQUIRED ONCRETE OR O O ©+DOR® SEE U A, F USE FOR pTtONS O CONCRETE BLOCK WALL \. 2 OR OR A ® ® O O O ® ® BLADE I ON SHEET 18. OR OR + OR + OR OR +® 5O END CONNECTION DETAIL �TlAA6/.SND CONNECTION DETAIL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �IT�t11.`. ••., ��,•�`. 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY,INC. ° A1C ElVSF• vp: BERTHA HVTIA A■S■S■A■ Accordion Shutter System / H.V. &ADE#3 W/OR W/O H.V. WINDOW BLADE#3 A A[7 ! * TILLIT TESTING & ENGINEERING COMPANY American Sh•UHer Systems REv.xo DESCRIPTION DATE DRAWN BY:L.C. OF 8155 N.W.36th.Sl.,St,.305,vRGIIIA WIDENS,FLORIDA 3316 Association, Ino, 1 OLD 15-OBS 7/70/1 DATE:07/25/17 '• Phana:(305)671-1530.Fax:(705)871-1531 4268 WestroodS Drive 2 e�s \K4 e-mall:Lillec000ul:com DRAWING No �Vl$` �\ EB-0006719 West Palm Beach, FL 33407 s 70IVAL ENG,,'• WALTER A iILLR Jr.P.E. 4 17-108 FLORIDA Lic.1r 44167 5 SHEEP P.E. SEfiL/F1GiVATURE/DATE s t3 OP 18 A WALL FINISH r--EO----EO 2" MIN•----- —�� 1/4'0 TAPCON OR TAPCON 1Y/ -----_ -.---- - - _....___ --EDGE 4'x8••(Min.)EXISTING %.••�"'J I !jA ADVANCED THREADFORM TECHNOLOGY (IF APPLICABLE) W000 BEAM REQUIRED. , l` W/ 1 1/2"Min. PENETRATION OF �• F l STRUCTURAL ADEQUACY ':•;;, I THREADED AREA TO EXISTING WOOD -__ -- --- EXISTING WOOD OF EXISTING W000 EQ' EQ e HEADER. (SEE SCHEDULE ON SHEET B) - --- - - _ TRUSSES OR BEAM TO BE CERTIFIED BY REGISTERED / 1 ��• / Imo- 1/2" .1 _ --- 1/2"` O.C.EREQUIRED ENGINEER OR ' 1/2" •� _-- _ __ - SHUTTER INSTALLATION. 1/4'0 TAPCON OR TAPCON W/ HITECT PRIOR to rI j r I1 J OR ®OR ® --- - _--- -- __ __ --'-r --ADVANCED THREADFORM EXISTING SUFFII EO' ,' TECHNOLOGY W/ 1 1/2"Min. 2 ...' 3/4"Max.THK. ii PENETRATION OF IHREAOED AREA 1/4"0 x 3 4' h I' TO EXISTING WOOD BEAM. SEE 'MIIN. z. 1/4" RW BUILDER - EQ, EO 1'x4'xl/8"CONT.ALUM.TUBE I1 / SCHEDULE ON SHEET 8) .'/ :•< "1 MAX. TEK SCREW (6063-T6 ALLOY)W/(35/16"O LAG ii ) tltltltl ¢..,:. ®6.O.C. SCREWS IQ EACH RAFTER OR TRUSS. LOCATE LAC SCREWS AT MIDWIDTH OF pi .)'<::'�='Y'•y4 OPEN HOLT AT EACH 2 EXISTING WOOD MEMBER, (2'Min. 0 1 I 1/4" I ♦ STUD TO ACCEPT NOMINAL WIDTH)W/2"Alin. EXISTING -1 MAX. EXISTING PAIN. 2"z4' OR 5/16'0 LAG SCREW } 1/4" PENERiATION OF THREADED AREA.VAUD GLAS I' '.I t EXISTING--; WOOD HEADER :I I AT CENTER OF TUBE. !}IAA%. FOR INSTALLATIONS WITH 62p,f MAX. EEEE REQUIRED !I A.S.D. DESIGN LOAD AND 8'-0"MAX. I GLASS I i SPAN. THIS INSTALLATION IS ONLY VALID I 6� wN.sEvuunon to cuss EX15'A :I FOR WOOD W/MIN.SPECIFIC GRAVITY i r(sLE scnLnu¢s ON sxCt7 s) I j I GLASS i OF 0.50 AS DOUGLS FIR OR u pp I SOUTHERN PINE No. 2.OR EQUAL I! I! OR �♦ NM.SEPMAnnN TO V IAS ON s �x5OVtLS I ♦ (ME SCI E TO 1 OR Q 'wss<sEE wlDwvs,' 1 YV WALL CONNECTION AT TOP ----V/' O �N • I�V HOLLOW CEILING MOUNTING INSTALLATION 13W� SOFFIT MOUNTING INSTALLATION 7 I' OR MAXIMUM DESIGN PR8 ESSURE: N6ps MAXIMUM `SHUTTER SPAN 8'-0" B / r Vl Nix.sEPARRION TO OV55 I I EXISTING GLASS G-'IssE scNEoulcs ox s�ET s) :—�'` C 8 un+.sEPuunox to c+As 2"x4"CONT. I I 'olis SE`�"'To II EXISTING I! I WOOD PLATE I-1sEE sc++mulls oN sN[Er s) --1 I OR GLASS t I I I! I ox S.M s) i I REO'D.-r EXISTING I I i WALL I I I 1 OR 0 L!jI FINISH : (SEE NOTE 1 4 ON SHEET 5 GLASS i 0 WALLFOR LIMITATIONS) pppp n FINISH - IMAX. '/. )' ' EALTERNAI E� 1/4"MAX. u Irj i 1/q" 1pt ANCHOR ,' ..'.., �,,. Tri, rrl--1 Max. LOCATION ]/e •i �I ( I © 7 1 _9. ! AIOxS/4"HEX ,.: "O OR 4 OR ]7e --WASHER HEAD TTEoK EQ - •/ 1/2,. J" - 2"x6"MIN. WOOD \ �� SCREWS 0 9" ttttS11 � 1/4.0 TAPCON OR TAPCON W/ �� /r 1 3 OR 4 OR ® DECK REQUIRED EQ -- I ',_ADVANCED THREADFORM TECHNOLOGY { •`••1,`\ I 1/2" 1/4'0 TA°CON OR TA-CON 1V/ADVANCED (NO FINISH ALLOWED) W/ 1 1/2"Mln. PENETRATION OF THREADFORM TECHNOLOGY W 1/2"Min.PENETRATION THREADED AREA FO EXISTING WOOD ' ,I t 1 ' I�; OF THREADED MEA IMO PLYWOOD.(SEE NOTE 1 e -- -- `' PLATE_(SEE SCHEDULE ON SHEET 8) •1 `l l ' ON SHEET 5 FOR LIMITATIONS) EDGE OF DECK - - ,-E V -_ `DGE OF i t t 2"x4"CONT.SILL i 1 1}• I r IF APPLICABLE DECK IF ;1'r ,1 1 1 1/2"MIN.COX PLYWOOD REO'D. 2"y(If}—•-�"�- __ PLATE REQ'D. r _�_ _ - I!, APPLICABLE EXISTING MIN.2'x4'STUDS® 16"O.C. 4W WALL CONNECTION AT BOTTOM MAX. REO'D.PLYWOOD TO BE ATTACHED 1/4'A TAPCON OR TAPCON%'I/ADVANCED TO STUDS IN ACCORDANCE WITH THREADFORM TECHNOLOGY W/I 1/2'Min. N4IE: SECTION 2308 OF THE F,B.C. PENETRATION OF THREADED AREA INTO WOOD 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY DECK. (SEE SCHEDULE ON SHEET 8) 5 WALL CONNECTION AT BOTTOM 6W FLOOR CONNECTION 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY MA MAXIMUM DESIGN PRESSURE: 362 per TO SUIT ANY INSTALLATION. MAXIMUM SHUTTER SPAN 8'-Il' *SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLADE 1A ON SHEET 18. ep SCALE 3/8"=1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ,PPPTI ER A. ���' 02017 TILTECO,INC. m 2017 EASTERN METAL SUPPLY, INC. BERTHA HV1M Til E C O N A.SS.A. Accordion Shutter System *. J H.V. BLADE W/OR W/0 KV.N7NOOW RADE#3 TICCIT TESTING & ENGINEERING COMAmerican Shutter Systems REV.No DESCRIPTION PANY DATE DRAWN BY:L.C. '. Sr(� A .' N 6355 N.W.J."sL•ST..JOS,-m-OPROENs,FLORIDA S]16 Association, Inc. I OBD 15-026 7/38/1 DATE:07/28/17 QF Phone (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 RI�A:: [�,�•;` ° 61: IES-�06co.l.— West Palm Beach, FL 33407 3 DR AWING No �rV�r��,� •qT"6,"�CgF's �[� 19 WALTER A TIW7 Jr.P.E. 4 17-1 OU RE ?e.AJ1GIVH��\I FLORIDA Ue.#44167 5 SHEET R�'UAl E 6 14 OF 18 { r WALL FINISH 1/4'0 TAPCON OR TAPCON W/ _ THREADFORM TECHNOLOGY W/ 1 1/2"Min. PENETRATION OF a --- THREADED AREA TO EXISTING WOOD MIN.SEPARATION TO I I 1 1 HEADER. (SEE SCHEDULE ON SHEET B) —GLASS(SEE SCHEDULE 1/4"0-20x3/4"S.S. BOLTS W/ ON SHEET 5) O NUT&WASHER 49 9"O.C. t'MIN. EXISTING GLASS I 11/4'MAX I V - (N2'z6'MIN.WOOD 5 ! i I uAc OK REQUIRED (NO FINISH ALLOWED) _ EDGE Of DECK �--.—�--�-`DGE OF 3 EXISTING MIN.2"x4" I i !I IF APPLICABLE -^-� . -- !- J _ DECKAPPUI BLE WOOD HEADER i i I OO .._-- /L---_—---'_--.- REQUIRED 2"MIN. 1/40 TAPCON OR TAPCON W/ EXISTING MIN.SEPARATION m I I ADVANCED THREADFORM TECHNOLOGY C1A55 vss(SEE SCHEDOI W/ 1 1 2'Min.PENETRATION OF ON SHEET 5 THREAOE(D AREA INTO EXISTING WOOD ^ DECK. (SEE SCHEDULE ON SHEET e) i-----2"MIN. M WALL MOUNTING INSTALWION FLOOR CONNECTION E%ISTING EXISTINGGLASS--t GLASS--�--- MIN.SEPARATION TO I MIN.SEPARATION TO --CLASS(SEE SCHEou1Es I ---cuss(SEE SCHEOU ON SHEET 5) I I _O ON SHEET 5) ' WALL I I V�•urx - FINISH� I I FINISH 5 I � wz. EO = 11 � 1{ EQ ` 1'MIN, ` EQ �� 1 1/4"0-20x3/4"S.S. BOLTS W/ EQ ,/ I \ l 1 NUT&WASHER 0 9"O.C. I II IIS 1 ( j'' \' 1/4'0 TAPCON OR TAPCO14 W/ n tI',, �' 2 t/Y Ij 11 1 ADVANCED IHREAOFORM TECHNOLOGY I ti 111 ,\lo; !1 �. �#14.3/4'F.H.S.O.S. 0 9'O.C. _1 11 li' I 11 ,� W/ 1 1/2"Min.PENETRATION OF —THREADED AREA TO EXISTING WOOD 1/4'0 TAPCON OR TAPCON W/ PLATE. (SEE SCHEDULE ON SHEET 5) ` ADVANCED THREADFORM TECHNOLOGY W/ 2"x4'CONT.SILL `-WALL FINISH L_2'x4"CONT. SILL 1 1/2"Min.PENETRATION OF THREADED PLATE O t PLATE REO'D. AREA TO EXISTING WOOD PLATE.(SEE SCHEDULE ON SHEET B) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION t�3EFE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-h10UNTING SECTIONS CAN RE COMBINED IN ANY WAY INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TO SUIT ANY INSTALLATION. 001011111" SCALE 3/8"--1" FLORIDA BUILDING CODE: (Non High Velocity Hurricane Zone) ,T�q��c..... . 02017 TILTECO.INC. ©2017 EASTERN METAL BE BERTHA HY LM �C A S S A Accordion Shutter System r 0 1 L ECO 1 N C. ■ ■ ■ ■ H.V. BLADE#3 W/OR W/0 H.V. WINDOW BLADE#3 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION GATE DRAWN BY:L.C. STq 6355 N.W.3Gh,St,So.JOS,VIRGINIA GARDENS.RDR OA 1318 ASSCCIOtIOT1l Inc. 1 OLO 15-066 7/23/t GATE:07/20/17 QF Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No �rr'1 '[�-A e-mail:tnteeo®aol.com West Palm Beach, FL 33407 s '- S, '••• {C•��p�`(���,IItT WALTER AES-TILUT0006719 P.E. ! 17-108 P.E.•SE j`)y,111 / ATE FLORIDA Li,E 44167 s SHEET s 15 OF 18 END INSTALLATION INTO 2"x4" MIN. WOOD STUDS SCALE 3/8"=1" 2"x4•MIN.WOOD ,'A 2"z4"MIN.WOOD 2"x4" MIN. WOOD --STUDS REO'O. STUDS REOb. / I ,M1 2"x4" MIN. WOOD I \ --STUDS REQ-D. STUDS REQ�D. 1/4.0 TAPCON OR TAPCON W/ / '\ •. 1/4'0 iMCON OR TAPCON W/ •\ / I \ a ADVANCED THREADFORM _ , s \ FWANCED THPFPDfORAI TECNNOt[CY I !" 1\ ` RICHOR B 6'O.C.W TECHNOLOGY ANCHOR T 6"O.C. I \.\ ! I Y s PTNETPAPIM INTO SRAS OP,W/NA. �� �,` \\/ 14, / �,/ I }•, 1Y/ 1 1/2"MIN.PENETRATION +i - / , INTO STUDS OR W/MIN. 1/2" ) zl i l 1/2•PENETRATIUI TO 1/2'CDX EXISTING �'• ~ PLYWOM IF NO SfUOS Ek151. \ PENETRATION 70 1/2"CD% p} EXISTING i '+ GLASS 1/2•PLYWOOD.- \ / I PLYWOOD IF NO STUDS EXIST. \\ I j .,� EXISTING I+, EXISTING / y .y _ r , / I ,•• Fp/ 12•MIN.CD% 1 2"MIN.COX hLA55 I -GLASS / PLYW000...._ / I / PLYWOOD. � -sKei^:ac. �vSsv^.r jr-vii,ls-.r✓+.^i. sc." ';r'...fi :• =j x�5 iii I '�i2%:Y+_;.-?:. :.�xex,�F•y;�•tS: �ti r... I Tvt'°+'rte.•'x�^`c''�"n 3 ,sc"i?'r .z, 1/16"x3"M X.-_ 4-USE 1.OR 2"MAX. 1 2"MIN.COX WALL ! 1 (LOCATE AT 'N�..-, / PLYWOOD. J I 1 c� (60alUM 6CLOSER FHIISH i (AS APPUCABLE)x2"z1/8"x0'-2" i EITHER SIDE FINISH , OF 10 ) s I PLATE. (LOCATE 'a i 'N ALUMINUM CLIP ANGLE I .._.__.... .. .... _ -___� �- (6063-T6 ALLOY)AT MIDHEIGHT _.-- --- _-.-- -..- N AT EITHER S1DE - or @) 1 h) fJ1ox1/z"s.Ms. ro�� 9 (/10x1/2' S.M.3 - __----_.--- _ �I 1 (2)1/4.0 TAPCONS ANCHORS TO T < 1 ® 16.O.C. (f10z1/2•S.M.S. I WALL AT I"O.C. (LOCATE AT ) 1 i lO°R® /� - —-- 616 O.C. l`iQ7 EITHER SIDE OF(8) SCE DETAIL X FOP �� (�y Y/111 N. < SEED ETAIL X FORD{ y{I SIDE CONNECTION TO TRACKS �/ 1 SIDE CONNECTION ( J OR 1 OOROORO O ® g1 I OR io 7aacl4s 2 3 6 + 7 OR )I OR SEE DETAIL E FON 1 ' 510E CONNECTION OORO OR 6+� ® ® OR®OR®OR®+OURO+O TO TRACKS ` Z 3 6 7 OR OR END CONNECTION DETAIL END CONNECTION DETAIL OR@OR®+OORO+O O 03 END CONNECTION DETAIL 1/4"m TAPCON OR TAPCON �---EXISTING GLASS 2"z4"LAIN..WOOD O END CONNECTION DETAIL W/ADVANCED OR ----____J_. STUDS REQ'D.- EXISTING TECHNOLOGY ANCHORS V7] 1/4.0 TAPCON OR TAPCON W/ -------------�, GLASS t. REQUIRED ONLY FOR SPANS GREATER THAN 12•-0" I 1/2"MIN. PENETRATION` ADVANCED THREADFORM 810x1/2"S.M.S. SEE I.IMITATIONS OF USE FOR TECHNOLOGY ANCHORS W 7 1 ®16 O.C.- BLADE A ON SHEET 16. ® 12"O.C. ' / /" I MIN.PENETRATION® 12"O.0 1/2• I - 12ti" Q----� t,. s r 2 MIN., I I - -_-_-_ // I _�2•MIN. .____ - .. II / t i I -`=CTO /2' IN _j `' \ 111 Y .<- • 1 3 \s�(2� i \/ \i; (1,OR 11Al 1 2 n OR QA) PALL •1Y i C:. Y,:4,44F•16:x.H..7:a'tF4',: FINISH-`., .;;1 / OR OR PLAN VIEW Y 2"z4"MIN. WOOD/ WALL STUDS REQ' C). FINISH —1/lORO3 OR g. + 7OoR®� © ®OR® DETAIL X OR®/OR®OR`J+OORO+O 5U END CONNECTION DETAIL © END CONNECTION DETAIL FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) rouruiso... pf 17 EASTERN METAL PPLY, INC. i]1L�P�� \GENS/T'��`� �02017 TILTECO,INC, ©20BERTHASUHVTM / 'MTEc O �m A■S L.S(.A(. Accordion Shutter System a _ 7, * 1 H.V. BLADE¢/3 W/OR W/0 H.V. 1MNDOW BLADE#3 '{ TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWL:BY:L.C. n �•: STATE OF b.; 6]55 N.W.J6-A.SI..Ste.305,NRGINU CARDE1.FLORIDA]318 Association• Inc. 1 OLD 15-086 7/78/1 DATE:07/26/17 1p. Ao-:(305)671-1530.Fox:(305)871-1531 4268 Westroads Drive 2DRAWING No . ,+ 11 a and®N00057 9l.com West Palm Beach, FL 33407 as'"�..a 1 4 17-108 II WALTER A TILLIT Jr.P.E.E.IS15Rt �)F�1wOE/DATE aDRroA u0.p 44167 6 SHEET 18 e V r 0.1875" 712"MIN. CLEARANCE 0.0625° 0,0625' TO EDGE TOP 1 A 1 —--- ---- --__�-- EOGE HV WINDOW BLADE #3 SECTION X—X 0.0625" - KNUCKLE (TYP)\' I 3"0 OPENING I .T-- / 0.0625" � \\ POLYCARBONATE SOURCES FOR 38 F.D. E.Q. R1.1.7500" �\ TYPICAL PROPERTIES APPLICABLE STANDARD RESULT FLAT PORTION I \� REFERENCE ��-- vAK earorrrvc OF BLADE X ' / \\ � X ��a ?1 PHYSICAL. 38 HV WINDOW SPECIFIC GRAVITY ASTM 0792 0.043 Ib&' I 0.043 Ib/in' 1s1FCHANICAI \" 1.3750" TENSILE YIELD STRENGTH ASTM D638 9,400 p,,J, 9,500 ps.i. 02.8750" �/•'..:¢.c�� FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13,400 pi, FLEXURAL MODULUS ASTM D790 340,000 p.s.i. 345.000 ps.i. IMPACT: NOTCHED IZOD ASTM D256 18 FT-Ib/in 17 FT-Ib/in FlRE BURNING HAHACT�HISTICS; I SMOKE DENSITY j ASTIA D2843 47.2 % I 64.5% MAX. 03,0000" ^. - RATE OF BURNING I ASTM D635 C-I CUSS i C-1 CLASS SELF IGNITION ASTM DI-29 1040'F i 980'F 2 7/e"MIN.CLEAR i 2 1/4"CLEAR :5 3/4" WEATHERING: ASTM.155 SEPARATION BETWEEN BETWEEN TABS ON CENTERS TENSILE STRENGTH AFTER WEATHERING ASTM 638 93112 p.6,i, 8840 p.s.i. BLADE OPENINGS I - - 0,7500" TENSILE STRESS BEFORE WEATHERING ASTM 638 8461 P.S.I. 8880 P.s.i. POLYCARBONATE IMPACT RESISTANT HV WINDOW -- BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE EXTERIOR ELEVATION — SCALE: 1" = 1" 12'MIN. CLEARANCE TO BLADE BOTTOM EDGE TYPICAL 1 A HV WINDOW BLADE #3 AND SCALE: 3/8"=1" POLYCARBONATE HV . WINDOW DETAIL o�7�sieia� FLORIDA BUILDING 'CODE (Non High Velocity Hurricane Zone) t'l,I v � 144,_ 02017 TILTECO,INC. ©2017 EASTERN METAL SUPPLY.INC. t'�� g''••.�as A.S.S.A. BERTHA H1/TM I L 1 N�. Accordion Shutter System H.V. SLADE#3 w/OR w/o Kv. WINDOW BLADE#3 American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. p y'Y��'!// L T11 LIT TESTING k ENGINEERING COMPANY t7T/71 C Qf• 6355 N.W.361h.5L,S4.305,VIRGINIA GWOQIS,FL6RIDA]J70 Association, Inc. 1 OLD 15-036 7/28/1 DATE:07/28/17 9�i,• ,L�, Phone:(305)871-1530.Fa,:(305)871-1531- 4265 WCStr00L15 �fIVB 2 DRAWING No a-moil:tilt...®001.=om West Palm Beach, FL 33407 5 • •' �\it EB-0006719 17-108 s ••,• �' WALTER A.TILLIT Jr.P.E. 4 SHEET s/o. 1.EN FLORIDA lie.#44167 5 P.E. SEAVAII FIATURE/DATE 6 17 OF 18 - 1 • GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA ACCORDION SHUTTER SYSTEM WORKING IN UNI�,ON WITH HV WINDOW BLADE #3. 1. MAX.A.S.D. DESIGN PRESSURE RATING: +62, -62 p.s.l. 2.MAX.SHUTTER SPAN: 107" B'-11"0 +62, -62 psT MAX.SHUTTER SPAN: 114"=9'-6"0 +55, -55 psT I 12 3.ALLOWED MOUNTINGS: 1, 2, 7&8 ON.SHEETS 9& 10;AS WELL AS MINIMUM MOUNTINGS 1W, 2W, 3W, 4W, 5W&6W ON SHEET 14. 16 oR 17 ONLY CENTERMATES 13 14 (BOTH W/I&OR 17 ARE ALLOWED WITH 13 14 ARRANGED IN A SYMMETRICAL LAYOUT. TYP.EA ND / 5. (A) 1G HV WINDOW BLADE 3 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3"0 HOLES)FOR PER BLADE AT SPACINGS SHOWN ON SHEET 8 17. MAX.5 WIND050 -0 I (B)MIN. CLEARANCE FROM TOP OR BOTTOM EDGE OF 1A HV WINDOW BLADE I3 ALLOWED AT A HV OF ANY 3"0 HOLE FOR 0 SHALL BE 12'. WINDOW BLADE Q3 MAXIMUM (C)FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE QA fill SHUTTER SPAN HV WINDOW BLADE d3. SEE LIMITATION • NOTE 7 (D) to HV WINDOW BLADE #3 MUST BE USED ALTERNATE TO A SOLID 1OHV y BLADE/)3 THROUGHOUT SHUTTER'S WIDTH. 7« ® 10 (E)CENTERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLLD 1OHV `l. > BLADE A3 AT EITHER SIDE OF THEM. (F) POLYCARBONATE HV WINDOW 3�Q SHALL BE INSTALLED SO THAT TABS FACE vU 1 THE INTERIOR OF THE OPENING PINGS PROTECTED. HV WINDOW DE MUST BE SEE END_ I ' ��� i ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROW D BY ASSA, CONNECTIONga INC. DETAILS ON SHEETS 13& 16 TYP.FULL 1 Qg HEIGHT. TYP. TMP 6i MIN MUM 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 8,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES ==O f 1 &2 ABOVE). 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED ' CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6&7 AS LIMITED BY SPAN (SEE PLAN FOR REQUIREMENTS) AND DESIGN LOAD (SEE NOTES 1 &2 ABOVE). 2 0> TYP TOP&BOTTOM 4 W W e.SEE MINIMUM SEPARATION TO GLASS ON SHEET S. UNUMITED WIDTH -- ELEVATION I—QpR®DRQ �� SYMM TRICAL CENTERMATES(9&(9 . n 1 w/ I6 OR n 1 16 17 / TYP. _PLAN 1� TYPICAL HY BLADE #3 WORKING IN UNISON WITH n HY WINDOW BLADE #3 SHUTTER* N.T.S. FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) 02017 TILTECO.INC, ©2017 EASTERN METAL SUPPLY, INC. '..cENs � / BERTHA HVD2 ?' + A■S■S■/i■ Accordion Shutter System IL ECO �N�. - 7 H.V. BLADE#3 W/OR W/O KV. WINDOW RADE#3 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION GATE DRAWN BY:L.C. 6755 N.W.]61h.56,31a.305.VPiGINM GARDENS.FLORIDA>31fi Association, Inc. 1 0L0 15-086 7/28/1_ DATE:07/28/17 $T/� t)f : 4268 Westroads Drive z Ph- (305)671-1530.Fox:(305)871-1531 DRAWING No ��41�� a-mOR:NIL.<o®o0l.com West Palm Beach, FL 33407 3 17_108 "„sib/O•• y�,LIT, WALTER ATI 000�T19r.P.E. 4 FLORIDA U..N 44167 5 SHEET {�TMJf2�/DATE 6 18 OF 18 l CONTRACTOR:South Florida Aluminum Products DESIGNCRMRIA: RECEIVED ttttttylpt +a+ttq���� w AAEpticable Codes,Regulations,and Standards t .•..........0 1.The 6th Edition(2017)Florida Building Code,specifically Chapter r��14 ,. ti �4 16 Szotural Design,Chapter20 Aluminum,and Chapter 23 Wood. DEC 10 202 2.ASCE 7.10. ��..yam v•••••O Jt.t, Loading Criteria �y 4 ST.Lucie County,PermltUng c P i.Wind Load: 3 e' :V d' 4 p. 't s ) 'j Ri �� I.I. Building Occupancy Category,Section 1604.5 and Table 1604.5: sk CatellmyASD2. �' 1. Z •* ` 1.2. Ultimate Design Wind Speed:VuLT-160 bB'H.Nominal OPENING SCHEDULE Design Wind Speed:V -124 MPH as required by local ������',(• jurisdiction. MARK SIZE(W xH") MANUFACTURER SERIES APPROVALS !DESIGN PRESSURES ALLOWABLE PRESSURES r�jtltr!pt i1i1{2.Exposure Category,Section 1609.4.3: EYposuro C AMERtC,W SHUTTER SYSTEMS BERTHA HY ACCORDIAN SHUTTER-BLADE 3 Bt'x 83` ASSOCIATION,IHRScope ofWork: (IMPACT) FLJ80.i-R9 .81-45.2 PSF +520/-820 PSF 1.Replacement of(4)Accordim Shutters and(2)Storm Panels, Q 37'x 30' AMERICAN SHUTTER SYSTEMS BERTHA HV ACCORDIAN SHUTIER-BLADE J LLi WASSOCIATION,INC• (IMPACT) FL380.t-R9 ,3/-40.9 PSF +520%82o PSF zWp; BuilderJPermitA lieatian is to mvido FIorida ProductA meals 83`x81` AMERICAN SHUTTER SYSTEMS BERTHA HV ACCOHDIAN SHUTTER-BLADE J PP p pp ASSOCIAi1QN,INC. (IMPACT) FL389.1-R8 .8/-45.8 PSF t52.%620 PSF meeting required design pressures. AMERICAN SHUTTER SYSTEMS BERTHA HV ACCORDIAN SHUTTER-BLADE J W y ¢¢ 0 83`x 61` ASSOCIATION.tNo. (IMPACT) FL38911-Re +35,8/-40.0 PSF +62.0%820 PSF Q 93`x 85` EASTERN METAL SUPPLY 0.050'BERTHA ALUM STORM PANEL(2 INCH) Q Z (IMPACT) F1.11B64.1-R4 +33.1/-41.5 PSF +45.0/-45.0 PSF 0.LM C? y Q72`x 85` EASTERN METAL SUPPLY 0.05V BERTHA ALUM STORM PANEL(2 INCH) R11984.1-R4 +]3.8/-42.0 PSF +45.0%440 PSF Lry uZ a (IMPACT) YJ o a a a ZZ8 72X85 96X855199y S OPENING OPENING 2 1 5 3 SI AA Q tLLI o fig O w LL FIL,E A53 X 51 OPENING $ LL REVIEWED FOO CODE COMPL LANG 25'-0'BUILDING HEIGHT ST. n R CIE COUNTY yy APPY 106 Q 53 X 51 e,.'L►•L.AA6 W'kelstl a Vf OPENING t OCC V V 4� �,� Q F U Gco Q 37 X 39 ��� OPENING � w U `3 O_ O d ND A4 ile COPY DRAWN BY DATE DRAWN Q 12/05/19 REVISION 61 X 63 rO OPENING O 2 3 4 SHEET ND: R-1