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Home My WebLink AboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: i&W \-z Zd 1!5Permit Number-j(? 0—/ (Ja/n lv RECED 'ED� • - Building Permit Application JUL 112019 Planning and Development Services Permitting Department Building and Code Regulation Division St. Lucie Count FL 2300 Virginia Avenue,Fort Pierce FL 34982 County, Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMITTYPE: HURRICANE SHUTTERS PROPOSED IMPROVEMENT LOCATION: Address: 5207 Indian Bend,LN Fort Pierce, FL 34951 Property Tax ID#: 1312-800-0026-000-5 Lot No. 195 Site Plan Name: Michael E Knowlton Block No. Project Name: Michael E Knowlton DETAILEDDESCRIPTION-O`F:�WO.RK: INSTALLATION OF FOUR (4)ACCORDION HURRICANE SHUTTERS CONSTRUCTIONNF011M00IV �� Additional work to be performed under this permit—check all that apply: _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:$ 1,717.65 Utilities: —Sewer _Septic Building Height: OWNERAESS'EE: CONTRACTOR: NameMichael E Knowlton Name: MIRIAM VAN TASSEL Address: 5207 Indian Bend Ln. Company: DVT HURRICANE SHUTTERS, INC City: Fort Pierce State: Wit, Address: 3100 N KINGS HIGHWAY Zip Code: 34951 Fax: City: FORT PIERCE State: FL Phone No.772-322-0950 Zip Code: 34951 Fax: 772-794-1590 E-Mail: Phone No 772-794-1581 Fill in fee simple Title Holder on next page(if different E-Mail dvthurricaneshuttersinc@hotmail.com from the Owner listed above) State or County License 243974 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 OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." SignaturI'oT Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDtA.; 4L STATE OF FLORI COUNTY OF COUNTY OF The forgoing ins me as acknowledged before me The fQQr oing ins t was acknowledge efore me this J_•aday of 20� by this /�day of 20 ,by _ wrn o Dt s e, t Name of person making statement. Name of person making statement. Personally Known " OR Produced Identification Personally Known e� OR Produced Identification Type of Identification Type of Identification Produced Produced a,�4;v�"- (Signature of Notary lic-State of Florida U (Signature of Notary lic-State of Florida) Commission :i�!!y?Y' AUDREYB.H"gUF1EY Commission ;'t YP'Q%:, AUDREYB.HUM .i. *; MY COMMISSION#GG 30081 T =: := ISSION# SY G 817 .: t= ;m:• oQ EXPIRES:March 6,2023 :�. ;: EXPIRES:March 6,2023 O ff; ' Bonded ru Notary Public Un erwriters ;;oF d4 gond d ThN Notary Public n nvn etv REVIEWS VISOR PLANS V MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. KNOWLTON RESIDENCE 5207 INDIAN BEND LN. FORT PIERCE FL,34951 REAR �3 �2 �1 0 Front Knowlton Residence 5207 Indian Bend Ln. Fort Pierce FL,34951 OPENING WIDTH HEIGHT #1 59.50" 88" #2 30.25" 68" #3 43.25" 68" #4 33.50" 68" .A''.'�"�--�. SCIS Home Log In (User Registration Hot Topic Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map Links I Search Product Approval �: USER:Public User _ rl Product Aoomval Menu>Product or Aoohcation Seimll>Atwhration list>Application Detail FL# FL389 R9 Application Type Revision 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 lrodriguez@easternmetal.com Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tilsit,Jr.P,E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. C7 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC INC DRAWING 17-107 CERTIFICATE OF INDEPENDENCE PDF FI-389 R9 COT 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 ear ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By 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 FL;# 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 11 AMERICAN SHUTTER SYSTEMS DRAWING 17- Approved for use outside HVHZ:Yes 108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Parry: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 AF AMERICAN SHUTTER SYSTEMS DRAWING 17- HV3 blade w/o window blade,5'-2"for 110 psf ASD load for 108 PRODUCT EVALUATION REPORT.PDF HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for Created by Independent Third Party:Yes 55 psf 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 Extruded aluminum Interlocking blades retained by tracks(top 1 Only-(Non-HVHZ)-Drwg 17-107 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 11 AMERICAN SHUTTER SYSTEM ASSOC., 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. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the HV3 blade,8'-0"for+64,-72 p.s.f. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC A.S.D.load for HV blade for Keystone mountings 7'-0"p.s.f. INC, DRAWING 17-107 PRODUCT OF EVALUATION for metals stud mountings and 8'-0"for 110 p.s.f.for HVSA REPORT.PDF working in unison.See sheets 7,11 and 20 respectively of Created by Independent Third Party:Yes Installation 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 It AMERICAN SHUTTER SYSTEMS ASSOC INC, Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST,PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, Evaluation Reports 25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC INC, DRAWING 17-106 PRODIICTEVALUATION REPORT.PD_F Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850.487-1874 The State of Florida Is an AA/EEO employer.Copyright 7007-2013 State of Florida.n.Privacv StatemenS 1: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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis providedmaybe 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 whichcan be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please slick here Product Approval Accepts: ®fag GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(601 EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND WITHDSA SMALL LDIRECBE DETER FINED AS K PER SE Ti104USIN1620 OF T 0 AND SMALL MENTIONED CODE,FOR A aASTC NOT EXCEED THE MAXIMUM(0.5.0.RIGH PRESSURE RATINGSREQUIRED,BY THE JURISDICTION ERE SHUTTER WILL TABLE ©,F CONTENTS ON SHEETS i 1 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHAD.BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(1)&-.-Q BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRs! 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TD VERIFY THAT COMPONENTS AND ANCHORS ON INS P.E.D..AS TESTED,MERE NOT OVER STRESSED.A 33 S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR C0-1.00 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38^44 SHEET 4 ATL REPORTS: iYPICAL WINDOW SLADE&WINDOW DETAIL -HV BLADE Q /0214.01-03,80715.01-03,(1004.01-05.81214.01-05.0017.02-06,$0609.01-t0 AND 80210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE M AND HV WINDOW BLADE. ICES AND E-1996 STANDARDS(MISSILE LEVEL D.WND ZONES 1,2&3)&81220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. HEREAPPLICABLE) -HV 16IN17OW SLOE Q 86505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0.WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 8 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION& NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLACK SHEET 6 2.HV SLADEQ AND HN WINDOW BLADE Q ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UMRATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETALS G-M, CONCRETE/BLOCK SHEET 7 CENTERHMTE 3.BERTHA H.Y.ACCORDION (HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 8i4A'1.75'AND 814x1.75'RESPECTIVELY,410-HT MINIMUM SERIES LTERLS SHEET 8 NG FN'S STAINLESS STEEL SCRENS WITH 135.0 ksi YIELD STRENGTH AND 180 kJ TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACRDSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEMERMATE ALTERNATING DETESTS fKV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE MY MARKING ON THEIR HEAD. END CONNECTION PETALS 1-6, CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6083-T6 ALLOY IS 30.6 k9i AND 35.7 kei FOR MAXIMUM SPAN TABLES SHEET ii 6005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k6i MIN.YIELD STRENGTH AND 90 kDi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY VI/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k8i MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR-SPECIFICATIONS:HV BLADE(D: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 FN BLARE 0&Q WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X. WOOD SHEET 18 8,IHSS BERTHA H.V:ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT 86'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT 85458,179 ISSUED TO EASTERN METAL SUPPLY,INC. AREA 3; HV WINDOW BLADE A ONLY 9.IT SHAD.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SELL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE C17 ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. 11.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 CODE.ONE LABEL SHAD.BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABEUNG TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURL50ICTION WHERE PERMIT 6 APPLIED TO. 13.(o)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 CONDMONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDmDNs DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE is THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA {e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SWILL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO W1LL BE RESPONSIBLE FON THE PROPER USE OF THE P.ED.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.ED_"U.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Non High Velocity Hurricane ZOnB 1L111.'`Ij .., /TrIS 02017 TUECO,INC. 02017 EASTERN METAL SUPPLY, INC. cr�s •'' BERTHA HVTM Accordion Shutter System/7547VZ757,77A■ w wA H.V. MADE#1 W/OR W/O H.V.WINDOW BLADE ;hut" eT,I IJJj{� TILLR TESTING & ENGINEERING COMPANY AmerAss latio 8r Systems ,N DDESCRIPTION5-08DATE CROWN LTV: Lc T CC u NA ms K.n.36 .SI.Stc 305,vwc'lu CMDDM FLOM ista Association, Inc. 1 OLD 15-085 /27/1 DATc 07/27/17 ' 4268 Westroods Drive 2 DRAWING No PMm:t36s)671-Is3a.Fcx:t3os)671-1s31 �/`v''tf,, RI �' `� �� a-moo:tatecaoaoLaom West Palm Beach, FL 33407 3 17-107 Y� -4�V��JtiAf��,j_`/;4, WALTER A.TUIT Jr.P.E { j�' Uj H'I ,� rLORDA U..P 44107 5 SHEET P.E."tt;fiI&AY6RE/DATE a 1 OF 20 R mimar SLADC A o VAMES 2 4&57' HV SOLID 13LAD EARTER V UNIVERSAL FLOATE QUALIFIED FOR USE W/ UALIFIED FOR USE W/ KV BLADE(D V DIRECT MOUNT W BLADE(D COVERED UNDER US PATENT # 5458179 a 6063-T6 ALLOY AND TEMPER HV WINDOW 13LADE 6005-T5 ALLOY AND TE QUAUFIED FOR U�_E W/ KV B -SEE LIMITATIONS OF USE OF BLADE @ON SHEET 19 6063-T6 ALLOY AOLADEkI)TEMPER J3,73* 6063-T6 ALLOY AND TEMPER 3.22V i-5-ML- L ' '.670 (TYP.) 7 000' oh 94 4 .9 IF— ff,670' 226" 072 842 4.697* 2 T2 is' 092' 4.4.�6- 07 HV ADJ. ADAPT PIP 22 Q.077, 0,072 QUALIFIED FOR USE SHV WALK—OVER TRACK .92 �)HV ADJ. FLOOR TRACK BLADED QUAUFIED FOR USE W1 HV @)HV TRENCH TRACK ( 6063-T6 ALLOY AND TEMPER BLADE(1) QUALIFIED FOR USE W1 KV QUALIFIED FOR USE W/ KV 6063-TG ALLOY AGO TEMPER BLADE 0 ONLY. HVRAINGLIARD BLADE(De ALLOY AND TEMPER QUALIFIED FOR UX W/ HV 6063-T6 ALLOY AND TEMPER :21 VAMES BLADE AP D �1 VAMES t936' 6063-TS ALLOY TEMPER 0 .093' F -1 C� .12'x' I Inn11,13"11 670 60' Dr. .0 $70 1.686, 0- 670 3.529" 2 HV CEILING-HEAM (1� HV HEADER/SILLHD CEILING-HE UE04s-11- RED FOR USE W/ W BLADE(I)ONLY. QUALIFIED FOR USE W� HV BLADE PONLY @ QUALIFIED FOR USE W/ W BLADE 1O QUALIFIED FOR USE W, FIN 1 SEE SECTIONS FOR VAUDfly.- 6065- SEE SECTIONS FOR VALIDITY. (E4)HD WALL-HEADER/SILL 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LADE(j)ONLY. 6063-TS ALLOY AND TEMPER Y 7 - 7 -1 COMPONENT A 8 T1 T2 Y t P'L XI.Mm Ylift t 2- 2- MA 51 2* S'MAX. I/B' 1/8- 3- 3- 0.00" it @2' S'MAX. 0.192- 0.192- (I SIDE ANGLE (109 2.5' 7'MAX. 0.190" 0.190' (KC POSTSCORNER QUAUFIED FOR USE W1 FN ALUMINUM ANGLES QUAUFIED FOR USE W/ HV BLADE(1) QUALIFIED FOft_USE %V/ W BLADE(1) 6063-T6 ALLOY AND TEMPER BLADE U1 ONIM2* 5"MAX. 0,139' 0.131* 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 1 0 1 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane zone,' 7:171, t A. T1, v2017 TrLTECO.INC. 02017 EASTERN METAL SUPPLY,INC. �v. ............ BERTHA VTM XIDENS'-,V-p Accordion Shutter System 'r "rE' 5L q o ,... A.S.S.A. RV. IXADE#1 W/OR w/o RV.WINDOW BLADE American Shutter Systems 1EV.N. DESMpnom DATE DRAWN BY. LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 DATE. 07/27/17 St,S�3M MROMA"10M.FWRQA 331U OF 4268 Westroods Drive I ` I Pj,__ (305)871-1530.F..:(305)871-1531 DRAWING No tl li, 061:t1t.. West Palm Beach, FL 33407 3 CIS! # ES-OM'?9 17-107 el, *-*-**** A 11, WALTER %TILUT Jr.P.C. L_ P.Sft0 '101 FLORIDA U. 44167 5 SHEET PVA,;kE/DATE 6 2 OF 20 4.576' I ,74 2283' P Mi tFAO 7»4:A�ED »ous NG Cruv£L 2, 3• .745' c IV } 0' m iSie.5. eutEO PANiEO DE CAST 1 P d'IYPJ * HOUSI.NC ElLWD. SO=PA+tREU CRESS TURN rI � O " 1.325' o D6. .378• } ! p BRA55 GYtSNDFR OFAa+E1'titiDER 0_?�74,i +," �.4 4•w n< ` "M(Ln1RG40E (CHROME PIAIED) PLAUD22 NV CENTERMATE /-� °'s, � Mp ( 3?5 - = HV LOCK ) HV EGRESS LOCK QUALIFIER FOR USE W/ W BLADE 1D& (0 ONLY (2-2) HV FLOATING C, W 11 6063-Tfi ALLOY AND TEMPER QU EO FOR USE W/ W BLADE 1 & t ONLY 4 .d .7` QUAL lF1E0�F,OR U5E Wj HV QUALIFIED FOR USE Wj HV 6063-T6 ALLOY AND TEMPER 231 V (^ BLADE W& ONLY. BLADE t�& t�jP ONLY. 0 ALIFIED FOR USE W/ HV BLADEUI ONLY --.250'D.C. .874" 6063-T5 ALLOY AND TEMPER tB' Sib' PLASTIC HEN) o 7.746` .32. MOLDED TO 4045" SCREW 79' 1.753* i+ n o,y u n, :360'AFTER RIVETING }`'1,' 6 " o ev .82A /4n�-20 x 3/4" BEFORE RMcTiNC I { y n S.S. j�lUMBSCREW t/4"0-20 RIVNUT* ��1L m� ® Oa4 *SERIES 9444 ALUM_NU4(2024-73 ALLOY)LARGE FtANOE THIN 2.750 ,� 1 1.750" 1 m 1_,....I SHEET MMM.PART#082D.AS MANUFACTURED BY A900. PUN FRONT ELL-VATK7N (� HV MALE "T" LOCK_Ci T �TE 4,566' CHERRY TE%FaRN.PAf{SIPPENY.NEW JERSEY 0705+OR EQUAL " " HV LOCK HV ALTERNATI LOCK I nr_KFa FOR "7" LOCK C TEN RMATE QUALIFIED FOR USE , D BLADE 1)ONLY 9 HV FEMALE T LOCK CENTERMATE T 6063-T6 ALLOY AND TEMPER (J} QUALIFIED FOR USE QUALIFIED fog USE . HV QUALIFIED FOR USE W/ FIV BLADE t@ONLY QUALIFIED'6FOR USE ALLOY AND TEMPEIY ONLY lq j({y BLADE�t ONLY. LADE I ONLY. 6063-T6 ALLOY AND TEMPER 5' i�L7 )n 1.977„ 3.161 ((( a a .063 CYLINDER E �J' ! .214' b .863 . .d62' m!� 6 KEY CYLINDER .i .Eta' -1 .545` o i 8 N 0.e75•tela. '? .4 mf n IID «� m 1 .125•Max. 31 CENT€ W 0 OC OLOCKINGD " !UI a QUALIFIED FOR USE W/ FN BLADE 1 & A QUALIFIED FOR USE W/ HV BLADED& IAD CENTERMAT€'S INSERT " 6063-T6 ALLOY AND TEMPER 6063-T6 dLLOY AND TEMPER • VARIES. 12"MIN. QUALIFIED FOR USE W1 HV BLADE 1)& 1/4'0-20 55,OR 3/8'a-i6 i.3' 6063-T6 ALLOY nANO TEMPER THUNB7URN ACETAL 11LISICREv5, 11/2• CYLINDER (�WTAXS $O DR KEY .. 415' ry , 7 57 Min CYLINDER LOCKING SODA Q L t/a o �4 HD LOCK QUALIFIED FOR USE W/ HV BLADEQ �,1 6063-T6 ALLOY AND TEMPER � HV 3/8 9S-1S3 ACETAL 3 � 1.140 AISI 304 BY RECENT HARDYIARE MORTISE LOCKS SERIES 2733 HOOK BOLT LOCK. Ll 5 INSTALLATION WILL REQUIRE A 7/18' HOLE THUMBSCREWS RIES S.S. #UiUJA BSCREWS QUALIFIED FOR USE W/ HV BLADE(D& & A LLEO AT TRACKS FOR PROPER EMBEDMENT GUAUFIED FOR ,y HV BLADE(� QUALIFIED FOR USE W/ HV BLADE(D FLORIDA $UlLDlN6 CODE Non High Velocity Hurricane Zone 1FofIx' PL N 02017 TILIECO.INC. (fie 2017 EASTERN METAL SUPPLY,INC. .CEN �fr�= .—=.—,— BERTHA H TM 9= ,Q A Accordion Shutter System �..I E V I N C. ■ ■ ■ ■ H.V.BLADE#1 W/OR W/0 KV.WNDQW MAX American Shutter Systems E9.H DESCRIPTION DATE DRAWN BY: L0. TICCIT TESTING & ENGINEERING gOMPANY Association, Inc. 1 OLD t5-485 7/27(1 DATE: 07/27/17 ` -a L• p a i 6355 N.W.38U+.St.$R,305.VUMNt GARDENS,FLORA 3318 �3 AT15T) �( '^`++N Pt ae:(305)871-1530.Fox:(305)871-1531 4268 Westrodds Drive a DRAWING No T✓,p .,�( P_;''� i++ •'"•......••�. tat a.aoow.cam West Palm Beach, FL 33407 3 E8-OX6119 17-107 T- 07 4+ tt WALTER A.TOUT Jr.P.E. 4 P.E 5E+1/� �tAR�'JDAiE FLORDA LK.f 44167 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/6 12 Mat. LW kNCE HV (D HV (P TO SLADE TIP 1 625* 41 �40 I E4GE -1 875' (1) HV BLADE-1 .10 SLADE 'ag'25- .0625 a .062V 14V BLADE 1A Y BLADE'S 'm OPENtN HV LONG RECESSED NYLON BUSHING KNUCKLE 25' 39 (�)9 HV SHORT RECESSED NYLON BUSHING FIAT RT ON R 1,75 (j)OR Ig 3 w HV NYLON HAT WASHER KV WHEEL CARRIAGE AJSI 302-303 SERIES c2 4 ///.21 7 X 0.870-0/16- THICK NYLON WHEEL. 2 7/8-MIN. Kv IVINDOW 316*0 CLEAR 3.0 * 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION 0500" BMVM4 -- _10625 BLADE 5 3/4' -1 * S ppo.y 8 HEAD EXTERIOR L ON CENTER @ HV 1 3/4- ACCORDION PIN W1 7- OPENINGS 2-1 R .7500* /4' HV 2 3/4- ACCORDION PIN W/ #8 HEAD CLEAR BEEN TYPICAL HV-WINDOW BLADE AND POLYCARBONATE IMPACT RESISTANT HV WINDOW --j!sps POLYCARBONATE HV WINDOW DETAIL C, @OR @ or @ a, ZEEVOTE 01)1 0 N EMEN� OR YCARSONATE IMPACT RESISTANT HV WINDOW IR POLYCARBONATE BAYER MN<ROLON 3103 C E RESINS, UV-STABILIZED GRADE OR SABIC i TO BLADE 80 M INNOVATIVE PLASTIC LEXAN 103 RESIN H KNUCKLE FOR (SEE NOTE -F- ON SHEET 19). (DOR @ T 40 OR (g fA E,wo @ (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM VI/ W OR POLYCARBONATE SOURCES FOR(R I EXTERIOR APPUCA= HV (9 BLADE. SE "CAL SHUTTER ASMBLY .41 T(PWAL PROMMS STMM&qo NY PIN ORXIgIAT (2) HV PIN E) MAY BE USED IN UEU OF (9 E AND ONLY AT OR EXTERIOR BOTTOM KNUCKLES OF HIV ACCORDION SYSTEM W/ HV(D 00,324 BLADE'S KNUCKLE. (SEE NOTE*FOR D792 aw3 at 0 43 Ve CORRESPONDING TO INSTALLATION -11-, SHEET 7. REQUIREMENTS) BLADE WHEN MIME Y= AMI 0638 9,400 p,ai 9.=µ.L RMURR.StnWTH AT'AW ASW DM 12390 P.i 13,400 µu(3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER FLEKVIA UODUUJS AM 9)790 0=0 P- 345.000 P.wI. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, .0tc.0 aw ASTM D256 is n-rot I?ff-rot SHEET ASW 02843 47.2 Z 043 X PEEL CARRIAGE DETAIL PAN OF 80 WV ASN DWS C-1 OLM C-1 CLAS N...7EMBLY LAY-OUT Mr*M" AMU bign 1040 T no t AM GIS! TOME S=TF0.MTNH AWFMR SUMr� ASW GNISM PSL ew p— (1-) HV BLADE SOLID & A IR=HV WINDOW BLADE DETAILS M;=Sealon U10w; 151638 M 1 6",p..1 I RP"J. N.T.S. 110 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 02017 EASTERN mErAL SUPPLY, INC. 02017 TILTECO.INC. BERTHA HVTM Accordion Shutter System f7i-LTE Co INC. A.S.S.A.- H.V.-BLADE#1 W/OR W/O H.V.WINIXIN IMADE American Shutter Systems Rry.w otsempript; DATE OPAWN V: LC. TILUT TESTING & ENGINEERING COMPANY 6353h.N.W.381h.ft�St..105.VIR=4 WIMM nMFwA 3316C Association, Inc. I OLD 15-085 D7/27/17 07/27/17 P 4268 Westroods Drive 2 - (305)571-1530.F-:(303)071-1331 DRAWING No Pt...0116.co. West Palm Beach, FL 33407 3 WALTER A.TILLIT 17-107 Jr.J'.P.E. FLORIDA U..p"167 a SHEET NATURE/DATE 1 6 4 OF 20 71" *NOTES ON HV LOCKS AND CENTERMATES: ♦ e o 4: �' u N 5 T 0 a"' � q� 1,MANDATORY CONDITION ft ONE HV LOCK I&or J" SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 72'ABOVE ORB OW 2 OF SHUTTER SPX4 FOR SPANS UP TO 105 AND FOR INST TIONS T ANY ELEVATION. t+V LOCK or MAY BE USED AS AN tt45iDE OR Ot1TSiDE LOCK,ATTACHED To OR 4hni CENTERAWTES el/(2) 1/4.0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON JL TYPICAL SHUTTER ELEVATION. 2.OPTIONAL CONOTDON!it IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV a,�tkt LOCKS U ,Qom^OR qg MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES-44 �l OR S41AL1 DE AS INDICATED ON NOTE(1)ABOVE. LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. e+ e 3. N _ ' �2 is{ISED W/jyTO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4�azr��5oa oeSO�oq i�4� 2 "' BE USED IF DESIRED TO ENHANGE SHUTTER PERFO MANGE. LOCKING RODS�OR AN ALTERNATIVE DEVICE MAY.ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION i2 ONE HV LOCK 6 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 111 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(22 or @ SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, B a AT TATTACHEDT 0170M SRHALL 13E USED. LOC TION F4 0-20 x LOCK SHALtL BEONG FLAT HEAD S.S.M$.TWO LOCKING RODS AS INDICATED ON TYPICAL SHUTTER ELEVATION. Noo-gvc. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. oiBE' 5, mkms ONE ALTERNATE VA LOCK 6 MAY BE USED IN UEU OF.HV LOCK or QO FOR ANY SPAN AND O INSTA7-.� TIONS AT ANY ELEVATION.ALTERNATE LOCK MAY DE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4 G-20x3/4"S.S.THUMBSCREW TO fj'c OR CENTERMATES SHALL BE MADE W/ 1/4'0-2ax3/4'ALUM. y oN� RNNUF AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO H CgEs \7 `R LOCKS AT 1/3 OF SHUTTER SPAN. B. MANDATORY CONDITION 03 FOR KEYSTONE MOUNTING INSTALLATIONS ATIONc; ONE HV LOCK�or��or{'�SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK or�5 or @ MAY BE USED AS AN INSIDE OR L OUTSIDE LOCK,ATTACHED TO�J'1 or @ SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FLAT HEAD SS. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS g W/ C&.11tON I OR i@ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON e�P.0&L H "'NOTES ON HV "T" LOCKS AND CENTERMATES' HEIGHT. OF OF CORNER 1 CENTERMATE ;ONE ALTERNATE NV 7'LOCK(�MAY BE IN ALLED IN UEU OF HV LOCKS 2j OR FOR ANY SPAN AND @-f4)-@-(-,'��(n`1�TO�A w ItISTALLATtO T AT ANY ELEVATION.ALTERNATE LOCK „t�tAY BE USED AS AN tN510E OR OUYStOE I,WHICH ATTACHMENT (D V v.� OF LOCK(s4 INCLUDES USING REINFORCING LOCKER t,/7 AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES 0 AND @ W/ 1/4b-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8"0 x 3/32" WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0x 5/8'RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 7 w 8 7 T a+ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS B3 TOP AND BOTTOM IS MANDATORY. VB'+ B ort$ •27')w xNOTES ON 80 LOCKS &�,ENTERMNI�a: r� 1 "O LOC=T3 HD CT3v�eRMATES OR 33 W/W;ONE ALTERNATE HD LOCK(D MAYBE USED IN UEU OF TYPICAL I-IV BLADE SHUTTER ELEVATION HV LOCKS T2 OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK a MAY BE USED A5 AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK v4 TO @ IS W/3 08 x 3/8•F.H.S.S.M.S.,AND INCLUDES N.T.S. REINFORCEMENT INSERT AS SHOWN ON SECTIONS 1-108-E4VO AND HDC-+NC,SHEET 10.LOCK MAY BE INSTALLED AT MIOSPA9 OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS CV IS COMPLETELY OPTIONAL, FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone, 02017 TILTECO,INC. L$12017 EASTERN METAL SUPPLY.INC. BERTHA H TM -7C07,,.: A S S A Accordion Shutter System 1 7rE7 ■ ■ ■ ■ H.V. BLADE#1 W/OR W/0 IM WINWW BLARE 1 ( / f`\ 71F American Shutter Systems M- 3 DATE DRAWN Sr L.C. • TILLIT TESTING & ENGINEERING COMPANY TEF Assaclation, Inc. OLD7/271 UAIE 07/27/17 Y 6155 N.W.1&A.St.,Ste.305.NMv.CAR094%FtOPCM 331 Fax:(305)871-153+ 4268 Westroods Drive DRAWING No stt'•�•y.,, •'\+ 41E1 a-m•EB`TOOOfi?t9l cam West Palm Beoch, FL 33407 17-107 -._V'0MAL t�U++;i WALTER A TILUT Jr.P.E. 'y 4/1+ FLORIDA Uq 0 44167 SHEET P.E. SEALJ51GiTUREf DATE 5 8F 20 OtSCRETE ANCHORS POURED CONCRETE POURED (SEE SCNEDUIE ON OR CONCRETE BLOCK POURED CONCRETE— SHEET 13) REQUIRED CONCRETE ANCHORS 1�CHINE SCREWS S CONCRETE R£OURSEO REODUtEA FLu7f / % (SEE SCHEDULE ON Wj t/4'-20 —"�`"" CONCRETE ANCHORS % v 17 ,6 ONE(SEE MOUt.YNG®ON SHW 7) 4 /% /'' SHEET 13) NUTS® 12'O.C. � .�� = (SEE SCHEDULE ON SHEET 13) / 1 / ,24RIi4 t J' ! Mi., —1/4"0-20.3/4'S.S. EQ EO MACHINE SCREWS _-- �EO EO r USING 1/4'-20 NUTS 0 12'O.C. /•', E. $` : fj2/�r' I 2so'Max. OR )6 I / - _ff"' PT. ,3 OR ,5 I `+ ! ri/ / I s I I E.D.rED f rI r/f I I i .250'Max. �f/ ; OPTIONALL : iI — I WL SP1ROM 1 !_SDC=9N 9�fEi ♦ I , .)AX SEPARATION TO GLASS DIsTiNG t 11 FOR SVM 0XID 1 OR ® i , G S�(SEE SChEDULE ON SHEET 11) , EKISNNG 9Tt14Q )1 ' MRS.SEPARATION TO CLASS ' 1 ' CLASS--I �_(SE£'SCHEDULE ON SHEET 11) E74�5-•? I t @C HV WALL HEADER INSTALLATION (A HV WAIL HEADER INSTALLATION BD HV WALL HEADER INSTALLATION + KEYSTONE EXISTING MIN.SEPARATION TO CLASS CLAS , WL$1APAMN --DOR ♦ i 1 1 ExISITNG� tSEE SCHEDULE ON SHEET t1) , TO OLM(9E 1 MCI.SEPARATION TD GLASS GLASS 1 tkJ f 0AW t I—(SEE SCHEDULE ON SHEET 11) I I ort 9HET w 1 4 E7RSTINO I 1�1 f f ` ' _ OPTIONAL i OADES QtkQ 1 s .s : r' M , ' _- 1 4' {1" r �, / �`'./,E•�s' � Max. ZI OPTIONAL. 'I 1)_.L = r• 1 13 OR 15 EO EQ r /I/ f`'r• 1/ �1%Lr^/- 13 oR�j ': // 12 OR14 : j—--- 1/4.0-20x3/4'S.S. / r J �1 4"0-20x3 4'S.S.PHILLIPS PHILLIPS TRUSS HEAD f i / i / / f / E EO , ,, ? CONCRETE ANCHORS I MACHINE SCREWS USING TRUSS HEAD MACHINE SCREWS r �' =-ORS T' 1 1/4'-20 NUTS 0 12"O.C. (SEE SCHEDULE ON 4I/1/4' 20 NUTS 0 12.O.C. I r CONCRETE ANCHORS ir / / / Mn. POURED CONCRETE'-- SHEET 13) POURED CONCR£LE � (SEE SCHEflULE ON SHEET 13) -' OR UIRED T£BLOCK OR CONCRETE BLOCX ��... ... � REQUIRED wnLL °`" D HV WALL SILL INSTALLATION (SEE sCHEDULE ON FNV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED rr^ HV WALL SILL INSTALLATION NOTE FOR COMB3NATMUE+FCBM. 4�J INSTALLATION DETAILS W/ L-SEE SHEET 4 FOR TYPICAL SHUTTER r E.D.-EDGE DISTANCE ♦ SEE LANTARCNS OF VSE FOR H Y BLADE ASSEMBLY SEE"SPECIRCAT10NS ON SHEET 13) BLADE ON SHEET 19 10 2-MOUNTING SECTIONS CAN BE COMBINED !N AMY WAY TO SUIT ANY INSTALLATION. p1 P A T! FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone �+ (02017 EASTERN METAL SUPPLY. INC. '� •� t/+ 02017 TILTECO•INC. BERTHA HVTM 4 /7 Accordion Shutter System 1 L E C C► �N c. A.S.S.. . . . H.v RAM#,-W/OR W/O KV.wtwav euKE `�• 7Ty�}j,> ' American Shutter Systems .N DESCa,Paon DATE ORAW11 BY, LC. 7"/ r TIWT TESTING & ENGINEERING COMPANY g, ,M Association, Inc I OLD 15-085 7/27/1 DATE: 07/27/17 •,,�0 rpt,.:'( 4, am N.B.36e sNA,St..=VIRGG4RDD6,FIAROA 3316 4268 Westroods drive 2 (n �t Phan :(305)071-1930.Fax:(309)671-1531 DRAWING N/o��r „'V .,,`,••�NG,IIIt a- a:ult.10?te.aam West Palm Beach, FL 33407 s 17-101 WALTER A.TW Jr.PX 4 rLORIDA Ua.9 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 6 OF 20 CONCRETE ANCHORS 1 tri 51PARATIaN t OR POURED (SEE'SCHEDULE ON SHEET 13) ro CLASS(SM EXISTING NO CLASS L SCIED"Wr S01MAE 04 tsm 11 PGA WZ4Er GLASS CONC EDGE OF �%V RED I SM 'I) 7 04 SHED 199 E)USnNG E.D.4 _J= M GLAS ALTERNATE-\ EXISTING CLASS ANCHOR �,/Ar LOCATION J104/4*HEX WASHER HEAD EL O.C.11 13 OR 15 3 TEK SCR 12P SLAB EDGE'IF CONCRETE ANCHORS (SEE E APPLICABLE PO SCHEDULE ON SHEET 13) EDGE OF SLAB IF EXISTING EDGE OF SLAB IF I 2� EDGE OF APPLICABLE GLASS APP BLE sYYSLAB IF APPUCASLE POURED FLAT HEAD CONCRETE ANCHORS WL POURED CONCRETE V C D. (SEE SCHEDULE ON SHEET 14) CONCRETE REQUIRED REQUIRED 'Dr.. 10 OR 9*CONCRETE FLAT HEAD CONCRETE ANCHORS M 7w REQUIRED C..— (SEE SCHEDULE ON SHEET 14) (jD TRENCH INSTALLATION VAIJO ONLY FOR UP TO +70, -75 PSF A.S.D. QX01 HV WALK—OVER ,INSTALLATION DESIGN PRESSURE RATING FOR SPANS PER BY FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 HV CEILING INSTALLATION api S®/ATTAIN 1 CONCRETE ANCHORS Id CLASS SUAFLAM. (SEE SCHEDULE ON1/4-0 F/ ist W16= wGLAsS — SHEET 15) AVON= 0— igl�.11�)E EXISTING EXI 1/4" EXISTING_4 GLASS r LU,L SSPN4iW W GLASS GLASS---*4FASIENERS TAPPER I043RS W/ MAX. CLASS til GG 1 3/.-"N.cuamum 9 6- Cox wo=w 11) O.C.FOR UP TO 6•-T SPAN AND 10 1 4'O.C.FOR SPANS LARGER THAN I 1/4- C-01 LP TO 8*- Pfi�ft MAX. SEALANT �efi; 110-3/4 MAX. A WASHER TEK SCR O.C. g" 1140/4" HEX a. !0 121/4-0-20.3/*-SS US 914x 4- US=1/4"9-210 NUTS 0 12*04. SCHEDULEx CONCRETE ANCHORS a --A TEK SCREWS 0 9'O.C. S. OR 1/4-0-20 S.S.U.S. 0 C. V/NUT 0 9.D.C. SET 14) ON I g 7 L@OR @ fl. , / >' EXISTING NON,SnUICTUM 1/2' 2.00"MIN. WALL TAM(DECORATNE E.D. SILL) SLAB IFN.,� ffl4x3/4'F.H.S.D.S. CRETE 0 9"OC. —POURED CON 7/8 APPLICABLE CONCRETE ANCHORS \-SEE NOTE 1-30) RaXtRED CRETE (SEE SCHEDULE ON ON SHEET I SEE NOTE 113(b) D. POURED POURED CONCRETE-\ ON SHEET r/ OR CONCRETE BLOCK SHEET 14) vl� ,/ OR CONCRETE BLOCK REQUIRED REQUIRED KEYSTONE MOUNTING INSTALLATION OPTIONAL POURED HV WALL FLOOR INSTALLATION @ HV WALL WALK—OVER INSTALLATION MAXIM""AS.O.DES"FRISIRIFiE.+64,-72 psi CONCRETE VAMUM SHUTTER SPAN IV-Or REWIRED (1)HV INGUARD INSTALLATIONMA t JIA L t THIS INSTALLATION SMALL E NOTE FOR COMBINATION OF 4ECTION5 I-D. E DISTANCE REMOVABLE WIEN PERFORMED USE FOR ADJACE14T TO AN OPERABLE EXU ♦SEE BLADE G`* I-SEE'SHEET 4 FOR TYPICAL SHUTTER (SEE EciFicAmoNs ON SHEET-13) CR -- AN 1 .11 SHEET 19 ASSEMBLY I I INSTALLATION DETAILS W/ L1) HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED A IN ANY WAY TO SUIT ANY INSTALLATION. A. rj/ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ............ 02017 TILTECO.INC. (9)2017 EASTERN METAL SUPPLY.INC. BERTHA HVTm 0. Accordion Shutter System 11LIECOluc, AS.S,A. RV. BLADE#1 W/OR WIO H.V.WTDOW I?IAOE Shutter Systems American Ity.N DESCRIPTION OATE OFMAN By LZ. TILUT TESTI Association, Inc. I OLD 15-085 07/27/17 CATU 07/27/17 NG & ENGINEERING COMPANY IL 4268 Westroads Drive 2 -M 140.36 111,SI,,.ZOS.VIGCNA CAADWS�FLORVA 3316 305)371-1530.fatt:(305)871-1531 DRAWING No -Uip ..........QRIOP 6c e-mca:bltaa-vao!x� West Palm Beach, FL 33407 3 G 6 7 rF 17 107 WALTER A. 4 rLOZU, TILUT Jr.P.F UG.#44167 5 ISHEET 0 P.E. SEAL/SIGNATURE/DATE 1 6 7 OF 2 SEE END WALL CON N WAI QN SHEETS 10 & 18 SEE NOTES 01"LOCKING RODS HV LOCKS(b INSTALLATIONS WZ (I HV No NATE KV LOCK 6 014 slim 5. or F0-U T I EXISTING GLASS CEInERMATES APPLICATION W'ITH BLADE R S BLADE WZ HV CENTEkMATES- SLACK Z' ��^Q� (2f , 22 OR lt� SEE END WALL CONNECTION 6-5-3 EXISTING GLASS DETAILS ON SHEETS 10 F Q-0 L—————————————————— 2".'-1/8'.0`-2 31/4' 7' 6 1/2' 7- (oos3-TSI/4 ALUM. OPPOSING SYMMETRY—CALL ANGLE V;1(2) -0 UPCON CR@.@ ANCHORS TO CONCRETE —CENTIE! MATES r CENTERNATES MIN.SEPARATION! HV LOCK or TO GLASS C! K (TOP/BOTTOM) 0.,S'U'S 0 12' w/ WZ HV LOCK.-a Zo, E (4)010.1/2- To a FULL UENGHT. (SEE SCHEDULE CA04, AT 'GLEa ON SHEET 11) 5 FIN $ �� 3 -------------A -------- ---- �3) ........ L HVB FO 7UT HVC HVA -POURED CONCRETE OR 0. FEXISTING GLASS j CONCRETE BLOCK WALL REG 0 SYMMETRICAL MIN.SEPARATION �u EXISTING F IN ] GLASS QENTERM��E—S F GLASS 81-_P; (SEE SCHEDULE (INTERIOR) —————— GLASS LO W1 HV LID OPTIONAL 0 SKEET 11) MIN. SEPARATION TO GLASS @ �G ASS -j "7�1 - ?�\ L (INTERIOR)(SEE SCHEDULE IN OPTIONAL 4� 90' ON SHEET (INTERIOR) —-—-—- FO 7UT 0 0- L7@r FO U T 6 1/2-MAX.SLACK HVE HVF** OUT HVQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02017 TILTCCO.INC. 02017 EASTERN METAL SUPPLY, INC. EQ BERTHA HVTM y,A --- Accordion Shutter System /iMLE C 0 limc. A.S.S.A. KV. RAX#1 W/OR W/10 KV.WNDCV1 0-ADE American Shutter Systems REV,N� DESCRIPTION DATE I L.C. TICCIT TESTING & ENGINEERING C. I OLD 15-085 "RIO,."II.Y17111/17 COMPANY F".36 st�SI.=%MSM�WOWS,RQRVA MIE Association, In 4268 Westroods Drive 2 DRAWING No 10 .—Al 61t-0.0— West Palm Beach, Fl. 3,3407 ES-006719 17-107 WALTER'k TILUT Jr.P.C. t4 FLORCA UG#44167 S SHEET P.E. SEAL SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W f HV "T" LOCK &0). HV MALE/FEMALE "T" LOCKS CENTERMATES . & LOCKERS Wf HV BLADE srE END CONNECTION DETA(S ON SHEETS to A +e INSTALLATION I HV BLADE OUT T IN , lE SnND aAss MAXI 3SL¢A CETA6"W,wuaTm�+sNEET s. W� HD CENTERMATES { AS MTU.AS UtCYERSAL FW-TMG EIIDf®DETA0.F'DD-M9. tt.Y«V«®•O«l?!"l"J'`�« PMMUED ON rKS$HEFT,NAY EE tiSED vmN DF5 ALTFRW fO•�m�,®«�•®« INSTALLATION OETA"L NYG 7 IN i,115 SHEET. :EE ENS ONWALLSH rSCONNECTION0& 1 DETAILS E ON SHEETS 10 TI (cses-Ta Aaag ALUM. ero- «I S" t`� (oPnorw*.) 4* (osrnowu) } AN.TL'N f�o f�AtT ( { a3ital/x.SA,S.10 TUFF i1D•ajI/i•SJAS.4 tY ( i oc Fuu uNCHr. * IN p)N,/u��.p IN ()N.v, ux,s�uurt" Pw5(fYP.) PINS(TYP.} AT FAO,AATIA'.0YP) 30 Hv "T" 1 r Jl' pnAt ex 5 3 LOCK (INSIDE) 1 —— ---------- — — — V ----, x sro• _ 31 oR 32 - 33 3�oR 32 31 oR 32 31 oR 32 5 3 OUT 35 2 1/4" 0-20 x 1 1/2" S,S.M.S. 35 (OPTTWM) *SEE NDTE S FOR HY Lacx(3�. W/ 7/8"0 x 3/32" WINGNUT. (DPDDHH+u.y HDB-NVB OUT HDC--HYC Looe oN sREEr 6 �''�* SYMMETRICAL D CENTERMATES k'."1 HV "T" LOCK (OUTSIDE) � SYMMETRICAL HD CENTE MA d- Wf LOCK (EXTERIOR) W/Ok LOCK (INTERIOR) �* (1021-0 AUXT,)µRLE MANCE TM,/ m m 6 '�m a 10• « SHEET AUMERT.PART I GM t0•�«�•�, '+•�•�« AS VANUFAMIED VY AVDEL CHERRY TEXTORN.PARAPPETY,NEW JERSEY ©• 7Q•�m s(�•V• m OTOU OR EOUat- .�A�e m 1 •,,Ir�Fg��m�6.��m�,'� E� --3 •. © *YT 10115 Pv 41-4' IMrS4D a,I (D W=aN 9SSf s WAX�0�k4 19 Y+JID FDR ALL 104"VATES AF4U011@R*RN ESADE O HDD-HVD*• - FLOATING STACK 1j1i+JJtrrxrrii�� ( Ea A. -• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1 '•'., +~% 02017 EASTERN METAL SUPPLY. INC. ozon mleco,INC-ti�cr Ns,.•%, �y BERT A Hen.( 0A &S3 /� A A Accordion Shutter System T L E C V IMC. . ■ . ■ RV. MADE#1 W/OR W/O H.V.WINDOW BADE • 1` TILL)T TESTING & ENGINEERING COMPANY American Shutter Systems EV_N DESCRIM011 DATE ORAAN BY. LC. O'•, �'4 Association, Inc. , oL0 1s-Das 7/27/1 DATE: oz/2z/n .(+ sJss u.w.36th.sc,s A sos,um�mA cacDENs,rErnuv s3,s •_� • � � � � PHarte:(3os)D71-1x30.Fc=:(3os)DTT-TS3i 42BB Westroads Drive 2 DRAWING No -s��lAl ANG\j1t1(1 a w t Eg oeoc�o Qtwm West Palm Beach, FL 33407 3 17-107 FrAAAr1�F' WALTER A'PLUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE noRroa u�.d 4a1sT s SHEET 6 9 OF 20 —POURED CONCRETE ' POURED CONCRETE -POURED CONCRETE POURED CONCRETE OR I . OR CONCRETE OR CONCRETE �•4 / OR CONCRETE 1' CONCRET LL BLOCK WALL r' r BLOCK WAREQUIRED ` \/ t BLOCK WALL REQUIRED BLOCK PULL REQUIRED REQUI �^^IX15TD+G GLASS �ExISTING CLASS �,' ! 1 �}COttORETE AN EXISTING GLASS ��— MIN. EXISTING NG Gt tSS O 16.D.C. „[ _ -� MN.SEPARATION r 1 r 1- /— r-C I 11 2•MIN. r T TO GLASS(SEE �'} PA T ) 'f �— TXR S.PARATICN! I SCHEDULE 0.4 SHEET' v'i r' TO 0.AS5(SEE! Ii ,"� i I WN.SWARATION I EO EQ r" TO GLASS{SEE 11 FOR BLADE O.+•TT TO IZD1<E ON SLEETI' TO MASS{Sff ' I I SDIE0'S.E ON S.qH�EET 1/16-=3'MAX. ON SHEET is%aR / t,MRB,JLtE O� ,i I SCHEDULE Oil SHEET I I FOR StADE(✓AND (6063-T6)CONT. MARES®L Q GN SIEET 19 FOR i j2. 11 FOR BLADE pave LOCATE AT , ON STELT 19 FOR ALUM.CLOSER , t ` EVADES m& �� d Pf7�.S0 SHEET k FOR (LOCAEllITE SIDE 1 BLADES Q) PLATE. (LOCATE 1/2' f OF 5) I1f AT EITHER SIDE 6tIN f , ! OF®) �( iva 4 USE t•OR 2'MA%. I 1/2'MIN. I �f/ l 4 i 6'10=1/2•S.M.s. ( � AL INUV .BLE)=2':t/&'x0'-2' ` ___�•' ;100/2'S.M.S. _—_ _ l a 16'O.C. I ALtILtINULT CUP ANGLE ® 16.O.C. —a" .� (6063-T5 ALLOY),AT 641pHE1GF" (1) #10.1/2'S.AI.S.To®& l 4, (2)1/4'9 TAPCONS ANCHORS TO/`rWALL AT 1'O.C. (LOCATE AT / SSIDE EE D CO NCrAJL'ICTIONFO) EITHER SDE OF(74 ) O OR) ORSEE DETAIL%FOR✓✓✓ 1 OR TO TRACKS_�^� SIDE CONNECTION 0 SEE pE ON %FO 4 5, 7« ECTION 8"V•@« TO TRACKS «6• 7«$ i0•�•" �« SIDE COO NTRACKS0•®«0. L 10'•®«0.646- 6« 6 P0.0«06.0.16« END CONNECTION DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIL a END CONNECTION DETAIL(@ � ;�� i REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• /-POURED CONCRETE AL % �4 `• �-(•EXI5TING GLASS j f REQU RED£BLOCK WAIL / ——————— :JCL SEPARATION 1110=1/2'S.LL �_:..•.'" _�_ _--- -a ----- TO GLASS(SEE - a 16-fl:G MIN.SEPARATION Y —_---- �_____ SCH'Oc CLE ON SHEET i TO GLASS(SEE �OR®ORQOR / it FOR RADE RAND CONCRETE f" �t/2'MIN. SCHEDULE ON SHEET ,. " _" ON SHEET TO FOR ANCHOR a it FOR BLFOEQAND r ---- @OR@OR(9OR@ BLADES(D&Q 12'O.C. ON SHEET 19 FOR 4 CONCRETE '` k .EO OR{�1 ANCHOR 1 �..7 OC. 1/2'MIN. 14 -�___ r yl - ---- � ELS -�_MM. OR$)ORa OR �' ♦ SEE LIMITATIONS OF USE FOR �.'2•MIN. '2'MIN' BLADE(DON SHEET T9 �OR)30ROR�OR� V :f 5 (CO Ri ®' l — PLAN 1 OR DETAIL X �� Q7«O O O«0 ®« POURED GQNGRLTE Oft O«®=C07 �+« t0.6a0. p•�« END INSTALLATION CONCRETE BLOCK WALL �10.•®«©.�3a1�•�« 6 7a 6 7 REQUIRED A� O.O.O O.O•®« �HV BLADE CR {1�1 HV WiNDOW BLADE INTO 60.0•�«©•V•�« ©,®«f,^t,•,f}«®•®« G7 ©•®«0.6«®•0« a• V` ''VV t • CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL a 0 6«®0«b� de7«�;�' N C 0 DETAIL 6 0 6«0.0«6 � «®'� FLORIDA BUILDING CODE{Non High Velocity Hurricane Zane 1 •• ••. y, 02017 EASTERN METAL SUPPLY,INC. 02017 TILTECO,INC. BERTHA HVTM ' `co ,N.. A.S.S.A.S.S■A■ Accordion Shutter System tLv �a ADE#t w/OR w/o H.V.1NNDUV BLADE F7iZE E American Shutter Systems REV.H DESCRIPTION DATE DRAWN LT+: Lc. •23 (1j/ : TILLIT TESTING & ENGINEERING COMPANY t� F •4,/'`LS` 6355 HIM 36a st,IIIc.305,VRCT O 094.FLOR11A 331b A3$dCiatiOn, Inc. 1 OLD 75-Q85 /27/1 DATE: 07/27f17 Phone (30S)6Tt-1531 4268 Westrovds Drive 2 Al DRAWING No 'ONAI��\fi''11 a-mmEE_B WW67ioalcom West Palm Beach, FL 33407 i 17-107 ~"'�/I//f/I•,.1 WALTER A T.LUt Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA uG @ N167 6 �' 10 OP 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* -L+" MAXIMUM SHUTTER SPAN*"L+" INttAtLAiO)3 LEGEND =NOTES.: (ft). FOR INSTALLATIONS�F� & I&j% - LL 'L-" W/ FOR R "L-•" (ft.) AL CENTERMS RMAT & Ey or%"., INSTALLATIONS lY/�� W CONCRETE & WOOD PO l+:MAXIMUM SIGNALLOWABLE SPAN FOR , GIVEN Vl/ ONE H.V. LOCK or ®ar%or l'3 'E� � & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING, HD LOCK W/ NO LOCKING RODS or ONE HV LOCK or or L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® OR W/ NO LOCKING WALL A. e, C. D. E. M,`N. 0. P, 0, A.S.D.DESIGN PRESSURE RATING. CENTERMAT@ 2$3 29 W/ ONE W/ NO LOCKING RODS(6 ODS MOUNTING F. K & L R. S. & V. T" LOCK. 30 %W/TWO LOONG (SEE NOTES t,tt) (YA00 FOR MOUNTING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR RODS 35NTOP &f BOTTOM iZEE //�� SHEET 7) FLOOR/CEIUNG G. H. 1. 11. J T. U. W & X WALL MOUNTINGS (TOP/BOTTOM)OR FLOOR/CEIUNG: GONCREii=&IMO INSTALLATIONS V CONCRETE A f4 S CONCRETE MOUNTING & Fd urwuw + GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, k0R�LES� ASD.OFSGN 17ST n4 AS.tL D€qa INSTALLATIONS DETERMINE MAXIMUM SPAN "L+'FROM SCHEDULE WALL MOUNTING FLOOR/CEIUNG FMIS RE WALL MOONING F°�M n.00RIEflU R uOUtAiNC ` RAth'6 a RATM GIVER A NEGATIVE A.S.D.DESIGN PRESSURE RATING, MOUNTING (P.Y,N.) (P.c1,3 OR GA-3 FIDOR/CEILING MOUNiINC (" _1 FLOOR+reLL MOUNnNC KA� DE'T'ERMINE MAXOAUM SPAN•L FROM SCHEDULE.t+ (t0 L-tit) L+ ((I) t-(A) V MAXIIAUM SHUTTER SPAtt 'L+"OR 1-"FOR(4) L-(6j FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 16•-0' t6'-0' 16•-0' 16'-0' 30 16'-0' 16'-0' 30 t6-0 l6'-0' 105INSTpsA710N5 INTO GOOD SHALL BE MMRl:O TO145 Psl.A.5.0.DESIGN PRESSURE RATING. idLNi!�±U!!DETERMINED SPAN BE7WEt?N 1+'ANO 1-'. 14'-10" 14'-10" 15'-2' 16•-0• 35 14•-10' 14'-10' 35 15'-2' 16'-10" t3'-,0' t3'-t0' 14'-2' 15'-2- 40 t3'-t0' 13'-10" 40 ta'-2' IS'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13•-1' IS-1- 13'-4- 14•-3' 45 13'-1- 13•-i- 45 13'-4' 14'-3` t HV CORNER CENTERMATE 13 MAY BE USED AT ALL W/FL OR/C IN BETWEEN WALL MOUWTIHGS $0 12'-5" 12'-5• 12'-8' 13'-7• 50 12'-5' 12'-5- 50 12•-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 1Y/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION @2 $5 11'-f0' 11'•-f0' 12'-1' 12'•-i i' 55 11'-10• 111-10' 55 11'-1' 11'-11" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 U'^4' it'-4" 1V-7' 12`-4" 60 1V-4• 11'-4' E0 10'-2' 10'-ii' NOTE#5,SHEET S. RATING: 65 IO•-10' 10'-10' I1'-1' il'-11' k-610-10 10'-10' 65 9•-5- 10•-1• DETERMINE: 7fl 8'-9• 9-a' Lt+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70 i0`-6' 10'-6' 10-9 i1'-5• 10'-6' 14`-6' L2+-MAX.SPAN FOR FLOOR/CEILWG MOUNTING 75 14'-Y 10'-1' IO'-4' il'-Y10'-1' 10•-7' 75 8•-9' tt DXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS, $0 g' t0' 9'-10` t0'-a- 10•-9' 9-i09-10SPAN 1+-OR'L-'AND MAXIIMA AS.D,DESING FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" 9'-6' W-9' 10•-5' 9'-6' 9'-6' PRESSURE RATING FOR INSTAIJA71ONS INTO CONCRETERATING: 90 9'-3 9'-3" 9'-5" 10`-i' 9'-3' 9•-3" OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: DETERMINE:1- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 g' 0' 8'-9' 9'-2' O'-10' 9'-0' 8'-9 LIMITED TO +64;72 a.s.f. ANO 8'-O"SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 100 W-9' 8-4' 9'-0• 9'-7- W-9- 8'-4' UOUNTING®ON SHEET 7. INSTAUATIONS. 105 8'-7' 7'-11" 8'-9' 9•-4' 105 8'-T 7'-11' 110 8'-4" T-T 8'-r 9'-2- 110 8'-a' 7'-7• FINAL IAAS(IMUTA ALLOWABLE SPAIN IS EQUAL TO THE 11$ 6'-r 7•-3• B'-4• B•-t,• 115 b'-2• 7•-3• SEPARATION TO GLASS SCHEDULE IAwlttut+ BETWEEN •L,+•.-L2+•. 'Lt- AND •1.1_• 120 8'-0' 6'-11• 8'-2- 8'-9- 120 8•-0• 6'-11" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-t0' 6'-8" W-a• W-51 125 7•-10" b'-8' ALLOWABLE SPAN AND NEGATIVE A.S.O.DESIGN 130 7'-8' 6'-5" '-10• B'-1' 130 r-B• a'-s. WIND ZONE PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR MINIMUM SPACING. 135 r-7- E 6-2-lr 7'-9- 7'-9' 135 r-r 6•-2- SEPARATION 140 7•-5• 5• 7•-r 7' 7•-6• 140 -5• 5'-11• ASTM E-1996 SE GLASS 145 7--3- W-9- 7'-S' T-3' 145 7'-3- 5'-9• 150 V-2' 5*-7' 7'-a' T-O- 150 7'-2• 5'-7- .. 155 7'-0' 5'-5- T-2' W-9' 155 7-0' 5'-5' 1 THRU 3 1„ 160 W-11' S'-2• 7•-1' W-7' 160 6'-11' 5'-2- 165 6'-10' S'-Y T-0` b'-4' 165 W-10" 170 6'-9" 4'-1l' 6'-11' 8'-2" 170 6'-9• 175 V-7' 4'-9- 6'-9' 6'-0' 175 6-7' 4'-9" H V BLADE 1$0 8'-6' 4'-8' 6'-8' S'-10" 180 6'-6' 4'-6" 185 6'-5- 4'-6- W-7' 5'-8- 185 W-5' 'e-6` 10 190 6'-4' 4'-S" 6'-6' 5•-6• 190 6'-4• 4'-5" 195 61-3• 4'-3- 6'-5' 5'-5' 195 6'-3• 4'-3' 200 6'-2' 4'-2' 6'-4' 5'-3' 200 8•-2' 4•-2. Iii�� 205 6'-1 4`-1• W-3• s-1 205 6'-r ,v FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' t• i.� • /)`-- 42017 TILTECO.INC. 02017 EASTERN METAL SUPPLY.INC. 'yiGE1Y = 'i _ A BERTHA HVTM ■S.S.A. Accordion Shutter System A y, .1 y, H.v. 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SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES n n.;R IREs_gU PRi Sl I RATING ANO A CORRESPONDING,MOURNG TYPE FOR CONCRETE OR COMMM BLOCK iNSFAUATIU"(S A.S.. .--- 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (SEE uolnmNcs s G.&H ON sHEETs s&7) Pq-M- OOMMXTEICONCRETE BUICK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min, ('c-3 kci) LutmtOu (g)WALL SILL MOUNTING G Q CEILING MOUNTING H FLOOR MOUNTING - t/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.Fc 3 W) ANCHORS SPACING IEGFNn - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.1'c 3 ksi) SPAN(R) OE40N NEGAIA£PRE591Pt PATSIC 0.IkSIGN t.E'd'Im PRE4LgE W=(Ps) SO'CEWA NEW K I'MMOL RAING Olt TAPCON OR 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.1'c -2 k0i) 30 48 60 75 90 i20 160 x05 3fl 4a 60 75 90112011601205 30 40 60 75 9011201`1601205 TAPCON P'COWITH ADVANCED 1/4"O TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY tt 4 t0 9 e 8 6 20 74 7x 10 9 8 B 6 6 14 12 t0 9 e 8 a e THREAOFORL7 TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 3-0• 14 12 t0 @ a 8 8 b 14 72 SO 3 8 8 6 8 14 t2 10 9 $ 8 8 6 (Min.1'c Q 3 ksi) ALL POINTS SOLID-SET OR LESS 14 12 10 9 8 8 6 6 14 12 f0 9 8 0 8 6 14 12 la 9 a 8 6 5 BLUE TAP W/CAP NOTES: u t2 SO 9 B 8 G 7 i4 t2 to e 8 8 8 b I4 t2 )0 9 8 8 6 e TAPRER+ AT)MlNiMUM EMBEDMENT INTO POURER CONCRETE OF TAOCON OR TAFCON YRIH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND tAPPER+ 14 12 to 0 8 7 5.5 3.5 14 72 70 9 B 8 6 8 14 12 to 9 8 5 6 5 ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0' 14 12 10 a 8 8 6 6 14 12 70 9 8 B 6 6 14 12 10 9 B B 6 53 T4- 12 to @ 8 a 6 4 t4 12 10 9 8 9 6 4.5 14 12 10 9 6 6 + 35 A2)MINIMUM EMBEDMENT OF 1/4!3 x 3/4•ALL POINTS SCUD-SET ANCHORS SHALL 8E 7/8"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 8 45 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO ••u TAM ma cF u•C TOR t4 12 t0 4 7S 3,513S - t4 t2 t0 9 8 8 6 5 14 tZ 10 9 8 7 35 4 EXIST.AND i•MINIMUM FOR WALLS W01{NO STUCCO, 5'-0" 14 12 t0 9 8 B 6 8 14 12 10 9 8 8 6 5.5 T4 12 10 9 B 8 6 45 BtADE 0,"t SNE£T 29 14 12 10 9 8 7 4 - 14 12 10 9 8 6.5 5 3S 14 12 10 8 85 5 35 3 A3)IN CASE THAT PRECAST STORE,PRECAST CONCRETE PANELS,PAYERS OR ANY VENEER BE FOUND ON THE EXISTING HALL OR FLOOR, 1-4 -52-7o 9 8 7.5 4.S - 74 72 t0 4 8 8 6 SS t4 t2 10 4 8 8 4.5 .75 ANCtfORS SHALL.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 12 95 as 65 4.5 - - u 72 t0 9 8 75 55 4 14 12 10 9 0 6 4.5 35 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 ix 14 0 8 8 6 - 74 52 i0 9 8 8 fi 5 t4 12 CO 0 8 65 S 35 INSTALLATION INTO OFS WITH METAL STUDS SEE SHEET 20. 6•-0 14 12 10 9 7.S 55 7 - 14 12 t0 @.5 7 5.5 4 3 14 12 8 6.5 5S 4 3 - 14 t2 70 9 . 6 - - 14 t2 70 4 8 6,S 5 .75 14 t2 t0 $S 8 5 4 - (8) 70 EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 6.5 S 3 - - 14 12 10 9 S 65 4.5 35 14 12 10 8 7 5 3.5 3 - 1/4.0 TAPCON OR 7APCON NTH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED SY LT.W.BUILOEX. 14 t2 t0 0 8 8 - - 14 12 to 9 8 7 3 4 14 12 to a 75 5.3 4 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, 7'-0- t4 52 10 6 b.5 4 - t4 12 9 7.5 8 45 3.5 - it 10.5 7 5.5 45 3S - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTUAEO BY FLORIDA FASTENERS DIRECT.INC. 14 12 10 6.5 ' 4 - - 14 72 10 9 8 5.5 4 - 14 12 9 7 75 4S - - - 1/4"0 TAPPER+A14CHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIAL.IY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSMAS ASSOCIATION,INC. 14 11 7 55 4S - 14 12 10 0 7.5 5.8 4 - 14 42 9 7 6 4.5 3 - 8•-0' 14 12 10 9 $ 65 - - 14 12 10 9 a 6 4 - 14 12 10 8 65 5 35 - NOTES: R- 12 8S 7 S.5 3 - 14 12 8 65 55 4 3 - 2.5 9.5 6 5 4 3 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS I t/4•AND IAPCON I4 12 9s 75 6 - 14 12 95 8 89 3 - - 14 12 8 S 6.5 4 - WITH ADVANCED THREAOFORM TECFUi01DGr ANCHORS IS 1 15 95 85 5 J5 - - - 14 12 10 B 65 5 - 74 12 8 BS S 4 - 9'-0' t4 12 t0 4 6 - - - 14 12 t0 0 7S 4,S - - 14 t2 a5 7 55 4 - - e.2)MINIMUM EMBEDMENT OF t/4"0 x 3/4"ALL POINTS SOLID-SEF ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 1 2 7.4 e 4 - - - 14 11 7 55 5 3.5 - - 11 8 55 4.5 15 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4"0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 4.S - - 14 12 BS 7 5.5 4 - 14 105 7 55 6 45 - - EXIST,AND I'MINIMUM FOR WAILS YATH NO STUCCO. 1�5 8.5 5.5 4 - - - - 14 12 9 7 6 4.5 - - 14 7t 7 55 45 35 14 12 10 9 7S - - - 14 12 t0 8 65 5 - - 14 12 8 6 3 4 - - B.3)IN CASE THAT PRECAST'STONE,PRECAST CONCRETE PANELS.PAVERS OA ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, I 105 7 3 35 - - - t3 95 85 5 4 3 - - 10 7.5 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL 8E AS INDICATED 4N t4 tt 75 55 - - 14 11.5 9 6 5 4 - - Z5 95 6 5 4 4 - - NOTES B.1)&8.2)ABOVE FOR INSTAL1AITONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS C014SULT THIS ENGINEER 105 I 5 - 14 t2 8 6S 5.5 4 - - 2' t0 65 5 4 3 - FOR INSTALLATION INTO EFS WITH METAL SWOS SEE SHEET 20. t4 t2 10 - - - - - 14 12 9 7 6 4.5 - - 14 O.S 7 55 45 35 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALT.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 12 9 6 4.5 4 3 - - 9 7 4S 3.5 3 - 14 10 7 - - - - 14 105 7 6.5 4.5 - - - 11.5 85 55 45 75 - SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 95 7 4.5 - - - - ^ 14 11.5 7.5 8 S - - - 12 9 6 45 4 - - - EDGE DISTANCE VERSUS SPACING S REDUCE FOR ANCHORS: 12-0' 14 12 10 - - - - - 74 12 8 8.5 SS - _ 13 CO fi3 5 4 - t1S 8.5 4.5 - I1 8 5.5 4 35 - 8 6 4 ] MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DSTmCES INDICATED BELOW.FOR E.D.LESS THAN THE INOICATCO.REDUCE ANCHOR SPACIY.G i35 95 8 - - - - 73 95 8.5 5 4 - - - tQ5 B 5 4 - - - - BY MULTIFLYING SPACING SHOWN tlN SCHEDULE BY THE FOLLOWING FACTORS. g g,5 - - 14 05 . 55 45 - - - 0, 6.3 55 45 - - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. t4 12 - - - - _ - 1# 1f.5 7.5 8 5 _ _ '- 12 9 6 4.5 4 - - _ FACTOR 105 8 - - 10 7.5 5 4 3 - 7.5 &5 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER + 1x5 as - - - - - 1x 9 e 4.s 4 - - - 9.a 7 s 4 - - - EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP HV �}� RICTANCE THREADFORM TECHNOLOGY MIN.SPACING 8 6 - - - - - - 13 O5 6S S - - - - OS 7S 5 4 - - E,D. MIN.SPACING m 3" MIN.SPACING=3• MIN.SPACING-3 1/2• MIN.SPACING-W 3 3/4' 4" 14'^0" 14 Ix - - - - 14 105 7 55 - - _ I7 8.5 35 45 - - - ' " 8 QE W pDUREO CONCRETE& ppLFEp akN01E1E OQKr.{TE BLOOc POURED CONCRETE& POURED CONCRETE&polgSp Q'T�14R gOOt 10 7.5 - - 9 7 4.5 J.5 - - 7 5 J5 3 - 'I CONCRETE BLOCK CONCRETE BLOCK CONCRETE 9- - 715 8 - - - it a S5 45 - - - - 9 6.5 45 - - - - 1 HV WINDOW TOL ED..3 I/z•MAL Ea.2 t/2" MIN.ER•3 t/2'LIN.Ea.2 tjl' MN.ED..3' it11 E0..J 1 MN E0, - - - 12 9 6 - - - - 9.5 7 45 - - - - 3• 1.0 GAO 1.0 0.78 1.0 0.84 1.0 65 - - - - - 1o5 e s - - - - BLADE WORKING 2 1/2• - 0.61 1.0 4 - - - - - 55 S J - - - - IN UNISON ♦ _ - - to _ - los 8 5 - - - &5 6 4 - - - - 2' oar OSt 7 - - _ - 115 es 55 ^ - - - 9 65 45 - - - - - 1 3/4• - 0.91 - - - 0.43 - 18'-0' 14 _ _ _ _ - - t2S 95 6 - - - - - 10 7,5 5 - - - - - 1 1/2" 0.35 - - '• 0.35 - 6 _ _ _ 8 6 4 - - 6 4S 3 9,g - - 9.5 7 5 - - - - - 8 6 4 - - FLORIDA BUILDING CODE(Non-High Velocity Hurricane Zone t11III w�•jF, •.••,7��/fes i 02017 TILTECO,INC. 012017 EASTERN METAL SUPPLY, INC. •...icl Ftis..•. BERTHA HV7M % 7 7=�E767,tv c. A 'S S► A Accordion Shutter System _0. ■ ■ ■ ■ RV. MADE gT w/DR w/o H.V. vnNoaW BLADE 'D' KJ +�� •�. - T(LLiT TESTING & ENGINEERING COMPANY American Shutter Systems Irv.N pESCRIPDatI DATE PRAWN BY: LC. '. !�7S 'e^ ; 6355 IIW.36tH.St.Sys.305.VIR=U CARDOS.FUMUA 3316 Association, Inc. 1 OLD 15-085 7/27/1 DATE: 07/27/17 % ' 41 phony:(305)871-1330.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No (+� ••, QfT+10C A rlt_t4, tv a-m a:Ilt..C..l- West Palm Beach, FL 33407 3 =y4t15f/Q•.....,. G,`v,11% WALT -00067 9.C.E. 4 17-107 � N t, FLORIDA Uc,d 44167 5 SHEET P.E.-55� 0bK'/DATE 1 13 OF 20 MMII1ttIM ANCHOR* SPACING �1 SCHEDU . FOR A GNENKW. SHUTTER SPAN. ASD D IGN NEGA'� PRESSURE RATING AND A GORRES OU N GS 1, A(K&L O{r<],"(P�•FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE YWNDNGS 1,J,K lr L ON SNEE7 7) POURED CONCRETH POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND t 1A1 OYETt QJ RAINGUARD MOUNTING (g)WALL/FL00R MOUNTING �}L WALL/WALK OVER MDUNTtNG YAX6tUY___,,,._M80 TAPCON OR PA A.OEM nG66L 1 RM='E MM(1,411411 DESIM fEGA%T Pf`E 1M ROM(0 kSA0151%IEGY6£Pt1SSM FAMM(psi ASO.OMM NEGATIVE Pf83SPE PATIG(pdTAPCON WITH ADVANCED s04a eo 7590 I lzo ieo 2ID51 30 1413 160 175 9b 120 lsa 205 30 40 60 75 90 120 160 205 30 40 s0 7S 90 120 160 245 THREADFOIN TECHNOLOGY 14 12 10 s a e $ s 12 1z I2 t2 12 1.5 e5 05 7 7 7 7 7 7 7 35 5 3 5 5 5 5 5 s ALL POINTS SOLID-SET 1{ 1z 10 9 8 E 6 6 12 12 a i2 12 12 9.s 7 7 7 l 7 7 7 7 7 5 5 5 5 5 5 5OR 3 LESS 14 12 to 9 e 6 6 6 12 12 12 12 05 6 s 4.5 7 7 7 7 7 7 7 6.5 55 5 5 5 5 5 5 BLUE TAP _ 14 12 to 9 a a 6 6 12 tt 12 12 12 10 7.5+6 5 6 7 7 7 7 7 7 7 7 3 s 5 s 5 5 s 5 TAPPER+ f4 12 10 9 8 9 6 6 12 12 12 12 15 65 6.5 S 7 7 7 7 7 7 5.5 4 5 5 5 5 S 5 s 4 4'-0. 4 12 10 9 8 8 8 6 t2 42 t2 12 12 9.S 7 55 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 9 14 12 SO 9 8 8 6 6 12 12 12 95 8 6 45 35 7 7 7 7 7 7 6S 5 5 5 5 3 S S 5 5 14 12 IO 0 8 6 6 6 12 12 12 t2 ID 7.5 53 4 7 r 7 7 7 7 7 5.5 5 5 5 S 5 5 5 5 14 12 10 9 8 9 a 6 12 12 12 4t 9 7 5 4 7 7 7 7 7 5S 4 3 5 3 5 5 5 S 4 3 5'-0" 14 12 10 9 8 6 6 0 12 12 12 12 10 75 55 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 I4 12 to !4848 6 $ 12 12 95 7.5 6 vs 331- 7 7 7 7 7 7 5 3S 5 5 5 5 5 5 5 4 14 12 10 98a 6 a 12 12 t2 95 8 6 4.5 - 7 7 7 7 7 7 5.3 4 5 S S 5 5 3 5 4 *SEE ANCHOR' 14 12 /0 8 a a 6 6 12 12 15 9 75 55 4 J 7 7 7 7 7 4.5 35 - 5 5 5 5 5 45 35 - SPECIFICATIONS 6•-D" t4 12 IO 9 a 9 6 0 12 12 12 10 0 6 4.5 3.5 T 7 7 7 7 7 7 7 S 5 5 5 5 5 5 5 ON SHEET 13 14 t2 10 9 8 8 6 6 12 12 8 6 3 4 S 7 7 7 7 7 5.5 1 S 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 tD a 65 5 .75 - 7 7 7 r 7 6 45 - S 5 5 5 3 5 45 1{ 72 t0 9 8 8 6 6 12 12 10 8 63 5 S,5 - 7 7 7 6S 53 4 - - S S 5 5 5 i 3 - 7--G` 14 12 10 9 8 8 6 a 12 12 12 6.5 7 S 4 3 7 7 7 7 7 7 7 6 5 S 5 5 5 5 S 5 14 12 10 9 5 8 6 6 42 10 6S S 4.5 3 - '- 7f7 7 7 6.S 5 3 - 5 5 5 3 5 5 3,5 3 14 i2 o 9 e a s a Iz /z 65 7 s5 4 - 7 7 7 7 7 5 - - 3 5 a 5 5 s 4 0 VALID ONLY FOR UP TO +70, -75 14 12 10 0 a a 6 - 12 12 a.s 7 55 4 3 - 7 7 7 S5 45 3 - - 5 5 5 s 4.s 3S - - PSF AS.O DESIGN PRESSURE e'-0" a 12 To 9 e a 6 - 12 12 os 75 6 :4 a - 7 7 7 7 7 7 7 4 5 5 5 5 s 5 5 5 RATING & FOR SPANS PER u 12 1n 9 s a s - 1z s a 45 4 3 - 7 7 7 7 s.s 4 - - s s s s s 4 3 SCHEDULE #3, SHEET 11 is t2 t0 9 0 8 6 - 12 11 7.5 6 5 .75 - 7 7 7 75 6 4.5 - - 3 s 5 5 5 45 - 14 12 10 '9 B 9 - 12 15 7.5 6 5 35 - 7 7 65 5 { - - - S 5 5 S 4 3 - W-0. 14 12 10 9 8 8 - 12 12 95 65 55 4 3 7 7 7 l 7 T a 3 5 5 s 3 5 S 5 5 u 1210 g e e - os a 5 4 3.5 - - - 7 7 7 6 5 35 - - S s 5 5 5 4 a f4 12 tD 4 8 S - 12 t0 6.5 5 45 - - 7 7 7 6.5 53 - S 5 S 5 5 4 14 12 10 9 a B - 12 O5 7 55 45 35 - 7 7 5S 45 35 - - 5 5 5 45 35 - - - 10"-G'11 12 10 9 B 8 - l2 11 S,3 6 5 35 - - 7 7 7 i 7 7 {S - S 5 5 5 5 S 5 45 _ 14 12 10 9 8 8 - 95 7 4S 35 3 - - 7 7 7 &S 4S - - 5 5 5 5 45 33 - 1/ 72 10 9 a 8 -• 12 9 6 5 4 - - 7 7 7 6 5 - - 5 5 5 45 5 - 74 12 10 9 8 8 - - 12 9.56 S 4 3 - 7 7 5 4 3 - - - 5 5 5 4 35 - - - 11'-G"14 72 tD 9 8 a - - 12 10 7 55 4.5 3S - 7 7 7 7 7 7 33 - 5 5 5 5 S 5 5 4 1412 /09 a9 - - 4365 } 3.33 _ - 77654 - _ 5556 . - - HV BLADE ONLY T4-Y2 t0 8 8 e - - fl 8 5S } - - - 7 7 7 5.5 +5 - - - S 6 5 5 4S - - 10- 14 12 10 9 a - - - 15 8.5 55 43 35 - - 7 7 45 35 - - - 5 545 35 3 - - 12•-0"14 12 to 9 a - - - 12 95 65 5 4 3 7 7 7 r 7 6 3 - S s 5 5 s s 45 35 t4 i2 10 9 a 8 6 4 3 - - - - 7 7 5.3 45 35 - - S 5 5 4S 4 3 - f4 12 /0 9 8 - t0 IS S 4 - - - - 7 7 6 5 - - - - 5 5 5 5 4 - 14 12 70 9 8 - - O.S B S 4 35 - - - 7 65 45 33 - - - S S 4S 3.5 3 - - 13'-0"14 12 10 6 8 - - 13 05 6 43 3.5 3 - - 7 7 7 7 7 4.5 - - S 5 5 S S 5 45 3.9 14 12 10 9 8 7 SS 3S 3 - - - 7 7 S 4 3 - - - 5 5 S 4 3 - 14 12 10 9 a - - - 9 7 4,5 7s - - 7 7 55 t5 - - - 9 5 5 4.5 4 - - F14 12 t0 9 - - - 10 75 5 4 3 - - 7 6 4 3 - - - 5 S 4 3 - - - 14 72 ID 9 - - - - OS 8 5.5 4 3.5 - 7 7 7 7 7 4 - S 5 5 5 5 5 4 J O"14 12 10 9 - s5 s 3 - - - - 7 7 5 3.S - - - 5 5 5 4 - - - 4 12 ib 9 -19516.514 7 7 6 4 - - - 5 5 5 4 - - - 14 12 10 - - - - 9 7 4,5 J.5 3 - 7 5.S y5 - - - - 5 5 3.5 3 - - - 14 12 i0 - - - - - tD 75 5 4 3 - 7 7 7 7 7 35 - S 5 5 5 S S ♦ 3 14 12 10 ^^ 6 4.5 - 7 7 45 ] - - - - S 5 4S 35 - - 14 12 10 - - - - 8 6 4 - - 7 7 S - - - - 5 S 5 4 - - 14 t2 IO - - - - 93 4 35 - - - - 7 55 35 - - - - 5 5 3S f4 t2 10 - - - - '- 95 7 4,5 35 3 - - 7 7 7 7 6 3 5 5 5 5 5 45 J5 74 12 t0 - - - - 6 4.5 3 - - - 7 8.5 4 - - 5 5 4 3.5 - - - 14 z5 ss 75 - - - - 7 �� tb.> - - - s 5 }5 - - - - FLORIDA BUILDING COOS(Non High Velocity Hurricane tone ,111y��.•-,,,„• ��4 02017 11LTLCO,INC, ®2017 PASTERN IAEIIAL SUPPLY,INC. V: 130 Es ",, : C3T > BERTHA HVTM Accordion Shutter Sy stemILECa.t"C. A S. , KV MACE #1 W/OR W/0 ELv WINDOW MADE L jf American Shutter SysfsMS Ly.x DESCRIPTION DATE. ORMI BY. Lc. /flLtU TIl1JT TESTING& ENGINEERING COMPANY Association, Inc. 1 OLD 15-085 7/27/I DATE 17 07/27/ 9335 h.Y(,366. 5)Sta.NIS.V.rit.GROI7)8 F7ORTA-153 3316 4268 Westroads Drive 2 Wwna:(305)871-:530.Pec:(303)871-1531 DRAWING No .•'. 111 e-me9:47fecDOcol.eem West Palm Beach, FL 33407 3 ^ssf�•t.,......•�`�`►;,1 Ea-�D67,9 4 17-107 ttt+ WALTER A.TW h.P.F- P.E. SMfSMNATURE/DATE rLDRIDA u4.a 44i6r 6 SHE 4 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (0 B() AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) ,SCHEDULE FOR A GIVEN MAX SHUTTER SPAN NECATTME A.S.D. ICN PRESSURE RATING AND A CORRESPONDING MOUNIlNC TYPE (SEE MOUNTINGS ON SHEETS 16& 17): !_J B 'SZ T F;Z! F=- SOU HER PINE Na. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 Wc/MIN.G-0.55. FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. 0=0.43 W/MIN. 0=0.36 PLYWOOD �U tOA�Sp,50 W/ W/ MIN. G=0.43 W MIN. G=0.36 SFM `) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T N N M, N, 0 & R FLOOR MOUNTINGS MWALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MpUNTtNGS B.O.Wal MOUNTINGS , , 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS P & Q S&V S&V S&v w& x w& x W & x _ .RYA Isict Mw DAC 9 da Of5C11 W=FWM NX 61I di tam AgmS Mix rw'm M LM 0%Ochs RtIATS NRC 64 kS1 EM RCOd"Ma WN;(F!)at w NEA?K RS19f5¢@C M dim RTFE D1=Die(p1) D331EGT£NES K F.DTC(L/)wLL931 tE m nmma FA4G(030.M N&tSd':BIIS4t2 Vw W) 30 40 6D 75 90 05 3D 40. SO 75 90 05 3q 40 60 75 90 05 30 40 CO 75 90 OS 30 40 60 75 9q OS 30 40 -6q 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 7S 90 05 30 40 60 75 90 05 .-0'OR 12 10 110 19 8 8 6 6 5 6 fi 6 12. 10 TO 9 8 8 6 6 616 6 6 12 10 10 9 8 8 6 6 616 6 6 6 5 4 4 4 3 12 12 Y2 12 12 12 12 12 12 12 12 12 t2 12 12 12 12 12 4'_0' 12 10 1019 B S 6 6 6 6 6 6 12 10 10 9 B B 6 6 6 6 6 6 12 10 10 9 8 B 6 6 5 6 8 6 6 5 4 4 4 3 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 1019 8 8 6 6 6 fi b 5.5 12 t0 70 9 8 8 6 6 6 6 6 5 Y2 t0 10 9 8 7 6 B 6 6 6 5 b 5 4 4 4 3 12 12 12 12 12 T2 12 12 12 12 12 12112 12 12 12 12 0.. 6'-0" 12 70 10 9 B 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 Y2 12 12 12 12 12 12 12 10 8.5 y-0' 12 10 10 9 6.5 4 6 fi 6 .5 45 4 t2 10 t0 9 5 3 6 6 6 5 4 35 12 10 10 7 3.5 - 6 8 6 5 4 3.5 6 5 4 4 - - t2 12 12 T2 12 12 12 12 12 12 12 10. 12 12 12 0.58.5 7.5 S. 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 8 3.5 - 6 6 5 5 35 3 12 10 10 4 - - 6 0 5 .S .5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 95 12 12 1.5 9 7.5 6.5 910' 12 10 t0 5 3.5 - 6 6 5.5 5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 t2 12 12 12 T0. 12 Y2 Y2 1 4.5 8S 12 Y2 10 8 6.5 5.5 1 p'_p^ 72 Ip 7.5 4 - - 6 6 5 4 J 12 1D 6 3 ^^ - 6 6 4 .5 3 - 12 70 J - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 12 1.5 9.5 12 12 12 Id. B.5 7.5 12 12 9 7 0 5 12 ttl 5.5 - - - 6 6 4.5- - - 12 10 4.5- - - 8 S.5 3.5- - - 12 10 - - 6 5.5 4 - - - 6 S - - - -L12 12 12 12 10 8.5 12 12 12 9.5 810 4.S - 6 6 4 - - - 12 10 3.5- - - 6 5 3.5- - - 12 TO - 12 12 L5 9.5 B 72 12 11 8.S 712 i0 - - 6 6 - - - - 12 10 - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - 12 t2 0. . . 2 1 .10 - - - 6 5.5 - - - - 72 7 - - 55 4,5 - - - - 12 7 -12 - - 6 - - - - 12 - - - 5 - - - - - 12 - -12 - - - 6 - - - - - 12 - - - - 5 - - (10 HV BLADE ORHV BLADE W/ -V WINDOW BLADE WORKING IN UNISON* •6¢UVHTADDx9 OF USE FCR 91ADE 1'.�'ON S1REf 19 t NOTES ON ANCHORS REQUIREMENTS' WOOD SUBSTRATES. 1.ANCHORS To WALL.FLOOR OR SOLID WOOD SOFT7T SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWWO: -SOUTHERN PINE No.2 W/G-OSS(N.OS) -1/4"O TAFCON ANCHORS.AS MANUFACTURED BY LT.W.SWIM W/Y.RCMUM EUBEDMENT AS INDICATED AT -DOUGLAS M W/6.050(NA.S.) EACH SECTION GN SHEETS 16 k 17. -SPRUCE PINE NR NORM W/0-0.43(MOS.) EXCEPTIM SEE NOTE 2 BELOW. -SFRUCE PINE flit SOUTH W/G-WIS QLDS.) -MW.1/2'COX PLYWOOD(1988 APA) 2,ANCHORS TO HOLLOW CEILING SHALL Be AS PER MOUNRNG TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPODFICAROM 4.ANCHORS SCULL BE INSTALLED FOLLOMIC ALL OF THE RECOMMENDATIONS AND SPEOSCATIONS OF THE ANCHORS MANUFACTURM jaAAaAA��"ij4 p FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zone Y111``P�r ., 02017 TILTECO,INC. (9')2017 EASTERN METAL SUPPLY, INC. tcFti� .; ` � BERTHA HVTM METEC8 �N�. . A.S.CSR .A■ Accordion Shutter System )} KV.aADE#1 W/OR W/O H.V.NINDOIN BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey,N DESCRIPTION DATE GRAM W. M jV';7 ,j g3Sy Kw.34th SL,St..305,VA001A GARDENS FWAIM 3316 Association, Inc. L OLD 1s-oas 7!27/7 DATE, d7/z7117 Ph-:(365)871-1530.I--.(305)871-1531 4268 Westroads Drive 2DRAWING No sYsf.,, S+�l t,.. ,� 1 41ALTER A.T 111 6-mei�Gl^7109 eom West Patm Beoch, FL 334Q7 3 17-107 ©NAL 1tT gLR.',P.E. 1j1 FLORIDA tic.A 44167 5 SHEET P.E. SF�SCf3tFAidAii►REJDATE B 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV* BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTA LLATIONS- INTO WOOD WITH HV BLADE(1) ONLY SHALL WALL FINISH RE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING, SEE SHEEJ 19 FOR MAX SPAN & 1/40 TAPCON OR A.S.D. DESIGN PRESSURE RATING EQR INSTALLATION WITH BLADE 0) 1A) WORKING IN UNISON TAPCON WITH ADVANCED MaEADFORM TECHNOLOGY J 1/4*0 TAPCON OR W/I I/Z'Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED "Min VI/ 1 1/2"Min PENETRATION Or THREADED AREA TO EXISTING /A READED AREA TO I VIL SEPARAIRON OR EXISTING WOOD HEADER. i WOOD HEADER.(SEE SCHEDULE 014 SHEET 15) 1 TO MASS(SEE (SEE SCHEDULE ON SHEET 15) 4-0-20X3/4'S.S.MACHINE IOITFOXRUSLCONETAN�_ ET SCREWS W/1/4--20 NUTS 0 12-D.C. I ON SHEET 19 ca MITI. EXISTING W.CD& V WALL OR I cl FINISH (--OPTIONAL f 3 Ir FINISH MIN. I I EXIM40 MIN, 12, EXISTING. WOOD R& 4-11 HEADER REQUIRED 2*.4'WOOD k 1/4'0 TAPCON OR TAPCON WITH ADVANCED i 11 HEADER REQUIRED 11 i tM SEPARATION THREADFORM TECHNOLOGY W/ 1 1/2' EIMNG a I I '_3 Min.PENETRATION OF THREADED AREA TO GLASS-1 TO GLASS(SEE I SHERL7 STING �_(,MKSSEPARATKN4 TO GLASS EXISTING WOOD HEADER. I SCIQULE ON EE SCHEDULE ON SHEET 15) 11 FOR BLADE ID W_, Ea SCHEDULE ON SHEET 11) ON 9-2EV 19 FOR GLASS---I BLADES 0 I L CONT.SILL - &(1) HV WALL HEADER INST.ALLATION -A KATE RCO`D. @ HV .WALL SILL INSTALLATION @HV WALL HWER INSTALLATION I �l MIN.SEPARATION TO CLASS MIN.SEPARATION TO CLASS SEE SCHEDULE ON SHEET IT)— EY1= (SEE SC14EDULE ON SHEET Il)- 1.17N.SEPARATION TO CLASS E`TL9_j QK 2'.4" HT �/�O 20.,3/4.S-S, WOOD COM. (SEE SCHEDULE ON SHEET 11) H,;i R 1/4*0-204/4"SS. USING 1/4--20 NUTS MACHINE SCREWS il 0 12'O.C. .L,;.) WALL 114'-20 NUTS_0 12. O.C.FINISH I OR 18 /--@1 rn 15 2`X4*C WOOD PLATE kREOD. _1*Min. I'Min. 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLO W/1 1/2` OR V 1 (9 Gy 2"X4.P66Hf.. Min.PENETRATION OF THREADED AREA TO LATE SILL PLATE 1/4-0 TAPCON OR TAPCON WITH ADVANCED R I E)OSTING WOW HEADER. , I7' 1 ,\� 1 1 4 0 TAPCON OR Kom, EC (SEE SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W/1/2' .L 'I THI N WITH ADVANCED I-SEE SHEET 4 FOR TYPICAL Min.PENETRATION OF THREADED AREA INTO PLYWOOD WALL FINISH SCHEDULE ON SHEET 15) 2-x4 1/2'MIN.CD _C ;Y ASSEMBLY.' TF STUDS 0 16 PLYWOOD REO'D 'EAD '�, -MOUNTING SECTIONS CAN (SEE EXISTING MIN I/2fMT,.1.1=OF SHUTTER D.C. Wl��)'EO AREA INTO PLYWOOD COMBINED IN ANY WAY TO Li/2-M.N.COX PLYWOOD REQ'D. FINISH . REQ'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. @HV WALL SILL INSTALLATION STING MIN2.4"STUDS 0 167 O.C.W.REOD. ATTAfKED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE @8V WALL SILL INSTALLATION SEC UV. ATIONS Or OF F.B.C. E(,%.N SHEET(5 PHV WALL SILL INSTALLATION 10AFArp— R� FLORIDA BUILDING CODE{ROTI High Velocity Hurricane Zone' 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. TM LYI BERTHA HV Accordion Shutter System A.S.S.A. H.V. BLADE#1 W/OR w/o KV.WINDOW MADE American Shutter Systems REV.NC DESCRIMON GATE DRAWA BY-. I.C. TILLIT TESTING & ENGINEERING COMPANY 8355 NW.MM SL.S--311k VRMWA WOENS.FLORIDA 3314Association, Inc. I OLD 15-085 C17/27/17 DATE- 07/27/17 (305)871-I&M.F.. (305)671-1531 4268 Westroods Drive 2 ——DRAWING No 0-3!vit..0040= West Palm Beach, FL 33407 3 ID ED-OM719 — ....... WALTER A-TILUT Jr.P.E. 4 17-107 FLORIDA Uo.f 44167 5 ip� E 6 1 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+. OR L— FOR INSTALWIONS INTO WOOD WITH HV BENDE 1 ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX WALL MIS" SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE (1)& 6A) WORKING IN UNISON 1/4-0 TAPCON OR IF--EQ EQ—1---2*FAIN. ADVANCED 4'.8*{Min.}EXISTING TAP ilFWTT TECHNOLOGY STRUCTURAL ADEOLLA=-- f T.RM1.R WOOD SEW REQUIRED. EDGE(IF APPLICABLE) W/1 7/2'Min.PENETRATION 1/4.0-2W/4-S_S, OF DUSTING WIDOD BEAM PHILLIPS TRUSS HEAD CERTIFIED 13Y Or THREADED AREA TO BE NO 000 1 %,.j M��NC SCREWS REGISTERED ENGINEER OR LEO EXISTING W WER. /I/ REG USES'('10ROO (SEE SCHEDULE ON SHEET 15) NUTS ARCHITECT PRIOR TO RAFTER 0 24' ED E 0 12*D.C. SHUTTER INSTALLATION. 112.- 7- D.C.REQUIRED Iii t 1/4"0 OR 5 TAPCON OR '�7-_EXISTING SOFFIT I TAPGON NTH ADVANCED t/ ;J 1/ A; '4'Mox,TM .257- THREADFORM TECHNOLOGY I —-1, CONT.ALUM.TUBE Max. W1 1 1/2*Min.PENETRATION OF THREADED AREA TO E f.1.4. 4' (6063-76 ALLOY)W/ EQ OPTIONAL EXISPI40 WOOD HEADER F/ I a S*O.C' (SEE SCHEDULE ON SHEET I!,) DI or @ or@ 1/16*0 LAD SCREWS To I or @ or @ I RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF CASTING WOOD DUSTING MIN 2x4w MEMBER, (2-Min.NOMINAL "'M 2- E..,,.,-4 HEADER REDID OPEN HOLE AT EACH TMEUTlON OF THREADED CL TO GLASS STUD TO ACCEPT LLLJJJ GS 11 I&N.SEPARATION EXISTING 5116-0 LAG SCREW FOR (SEE SCHEDULE ON SHEET 11) CLASS— AREA,VAUD I .SEFYFAUM AT MITER TUBE. INSTALLATIONS WITH 72p3f i MAX.A.S.P.DESIGN LOAD AND M CLAW DUSTING 9*-0'MAX.SPAN.THIS HY WALL HEADER INSTALLATION 501WAZ 04 CLASS— m a,= INSTALLATION is ONLY VAUD 11 FCR RAM SCHMUIC CN 9'al FOR WOOD W/MIN.SpEaric ON SHMT is OR 11 FUR Meow GRAVITY OF 0.60 AS DOUGLAS KWACMM AID) 04 SHIFT 19 F(R aA=(D&03) FIR OR SOUTHERN PINE No.1, AL SHUTTER AM 1h — 7-0 OR OR EQUAL. 4 BE COMEV-40 a"ELY T Hill CEILING INSTALLATION n+ANY WAY To sur ANr HSTALLANXIM OU H_V* CEILING INSLATION ____0OR g* SEPARATION MIN.SEPARATION TO S, EXISTING To GLASS CC SCHEDULE ON SHEET 11) -(SEE SCHEDULE ON SHEET 1 GLASS\�,ALTERNATE (S DUST ANCHOR WALL LOCATION r ON, L '1013 41 Hex 2mx6'MIN.Wo WASHER F_ FINISH 1/4 7 HEAD TEK DECK REQUIRED OR Max� 2*.6*AM WOOD SCREWS 0 12'ox (NO FINISH DECK REQUIRED(NO ALLOWED) FINISH ALLOWED) OF 9 EDGE OF DECK 1 2• 1. DECK IF EDGE OICABLEF DECK IF APPL IF APPLICABLE APPLICABLE 1/2;S21&SIS S.1- 1/4o TAP:04 OR P HEAD 2-UNI TAPCON V"H ADVANCED MACHINE SCREWS 1/4-6 TAPCON OR TAPCON WITH AC Min. 12'x4'P1.1 fi� THRE-ADFORM TECHNOLOGY THREADFORM TECHNOLOGY W1 1 I/P 2*MIN.---J " i i/ '/4�20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM-1 MIN_ PENETRATION OF THREADED LATE W1 1 1/2'Mtn.PENETRATION 0 12"D.C. TECHNOLOGY W/ 1 1/2'Min.PENETRATION OF THREADED S' FADED AREA TO AREA TO DUSTING WOOD HEADER.(SEE OF THREADED D� EXISIVID WOOD HEADER. AREA TO DOSTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEQUIZ ON SHEET 15) (SEE SCHEDULE ON SHEET sE€LIMIT of usE FOROHV WALK—OVER INSTALLATION HY WALL -SILL INSTALLATION, I HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone� ............ 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY. INC. % BERTHA HVTm Accordion Shutter System A.S.S.A. KV. BLADE#1 W1 OR W10 KV. WINDOW MADE American Shutter Systems REV.m. Drsoupriom ow TILUT TESTING & ENGINEERING COMPANY I.C. DRAWN M 27/t7 Association, Inc. I OLD 15-085 D7/27/17 DATE: 07 Alk, 0355 NX 36th,St.,Sit.305�VIRMIiA CAIMMS.FLORMA 3316 nqu-- Ph... (305)871-1$30.F.:(305)871-1$31 4268 Westroods Drive 2 DRAWING No ........... -(M:Oftaft.4coni West Palm Beach, FL 33407 —3 C-DDWIQ 17-107 ONA L EO WALTER!'.11LUT J,P.E. 4 P.E`SEAL* ......... FLORIDA Lie.1 44107 67 5 SHEET P.E. SEAL/§IGNATURE/DATE 17 OF 20 END INSTALLATIONS �j HV BLADE OR d WiNDOW BLADE INTO 2"x4" MiN. WOOD STUDS 2•ra'lay.WOOD SNOB RCO'0. 2•N'i.IC WOOD 2'sa'u0t ti ♦ \�- / r' r / / STUDS REOb. VA]rA S7t1O& I mI TNR:ON f (AS APpJE116tE) ` / ANCHOR O 8.O.G t 'xx +- (AS A 5Afi5. I x 1 tn�iaRw:D X t/s avwuslE) SiUOS ER W/UX1tn•FlUMPA1MN ItrW�^�+11LxrSTd:G CUSS slluum 04'TSO —onfn10JMASS J"Ek47U:0 CUSS 't I CUMAt CUSS " ICt AF.a201att 1/2-PEY `�',• L(... -7 I f EO `; u!A COX =F ALT! i/2'1O}1.WY marts(SFE ILt• RADa1 t01 2P, i�1 to CEASs(OZ . q tT,= w SO-SaE al St(ET m am lSrs t/Y.1.COY m aJ54(S6 SDQkAL CR SI91Y 1/s6'sY It—Sv.OE MAID 909DEE a1 9#'Ei R•YA900. +n• —. 1-1 {%KE1 mMa v tCR o. t�A'C {� tEGs3-TO) • R,� lI2•ieN,cDx ar sur 19 roR 11 rw tA,rC d.- 0.9=199 AIOY.CLOSER RrdDtU., Olt/S Qe Q� wot OI gEEr 19 iCR 1-"" al']Qr f9%A gADEsmetf2.04. MA2(EaCATE V2• I RID ( dxtsQe OA�s�6�+ AD ERHER s 00.1 •�`-�- 0110,1/2'&LLS. pE.ln`SX& -.ter lS.d-2• -•'�.-�7/ 018 O.C. i Y✓ ( '(�44�./�-'/ ML V IO9mi" °e+.C•�ia.OE.r ♦ r' EEE OEoto x (t OR gyp' t OR SEE MUL Y FOR I OR S LR3E CTOOrRACKS 1 Cs-O O.O-F9'.O« SCE axaECna+ m mAExs (3•C d-a'1 .�. 13-L4-®OT 8O..jg.s. €s-a�€�•u�- /J TO lWYD9 �- ll"t'4.©��+c.•eOaa,�-'BJ^Oj '[.}•tSw't«•�`u'\8?.�jw V'Q•�ll•V,,.U`,- L.,l�-YY,Y9•,V' - ��t9•��yw,� -� - END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL{} END CONNECTION DETAIL 8) d0 pO,�G •W R@1R@ oaY rot 9PAh5 CWAiR IWAN 17-4' 214'lay. -t/a'r nfCON t1:CN01a5 /(ab U-M ANCND. gl loff 5fllas RE44 of 5 I/Y tC1• W/i tn'WL Oie O.C. ETisma aA&s--� FEta,'IW.TI�f o u-oL. cEHt'tRAnaN o n•oc 1°L m wIn(ax 4 ♦ SEE LIM ATION5 OF USE TOR ON f! i r.' ,�i i sfx-sem t o d HUWE i�ON SHEET 19 7 19 11 FOR at QAX ttY ' in.WN i BAFSl9t -— 1 L Ea 8 wac; Lek I 'l OdR . 5 ± u\ J �? t(�,OR 6--j 4- I y III C � .L-/ @OR@CR GCR6 VIEW n#- 2ND Y V t.WOOD WA•.L PLAN�� O'•''6-a, (;,,�- MDS REO'0. 1IIESN �•,tA�'w�.Qw{vi,6• PLAN L�•t�w�•�••o.a. a•r-e�•�o•a- p.=gwt3.Ow:;s.G3 0-0 DETAIL X END CONNECTION DETAIL Q1 END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone •.•,,, �+ 02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. \ap, N&F ;may _,..1 BERTHA HVTM f7m c a ,N�. A■S■S■A■ Accordion Shutter System .- H.V. BLADE#1 W/OR W/0 H.Y.W1PDCYW BADE TILLR TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: L.C. All- $90b ` Kl? Association, Inc. I OLD 15-085 7/27/1 OATS: 07/27/17 WS5 N.W.36:E.SE.Ste.305.Y,RCSCA GAROM4&FLORDA 331E v vn000:isos)O7t-1s3o.Fo.:t3os)e7t-1x31 4268 Westroads [udve 2 DRAWING No :-s2�`•.,, t` e-moETOtat�ecaftooLeom West Palm Beach, FL 33407 3 17-107 7_ 07 ., urYr1 i_ WALTER A 11LLIT Jr.P.E. a fLORwA uc.d 44167 SHEET F.E. SEAL/SIGNATURE/DATE s 6 I8 OF 20 @-@-04 • GENERAL UMITp11DNS AND CONDDTONS OF WISE FOR THA A G 0' 0 t.MAX,A.S.O.DESIGN PRESSURE RATING:+110,-110 p.s.t. 2.MAK SHUTTER SPAN:96' 3,ALLOWED MOUNTINGS:A.D.G&H ON SHEETS S.7:AS WELL AS MOUNTINGS M.0.T.U&W ON SHEETS 16&17. � ONLY CEt{fEHNATES J/,Q(DOTH W/ OR^�' ARE ALLOWED WITH C2.1� IN A SYU OR OPPO t{C U.YOU7.IN CASE OF OPPO` NG fclq®� N V D(YOUTA S MMUST BE INCLUDED ONLY AT E%TERMR ACCESS SIDE Or �'"�✓ CENi E. TYP.EA.ENO • ♦ ' ' t ,�, /�, S.(A)HW WINDOW r�BLADE(9 SHALL ONLY ALLOW A MA%IMUM OF 5 OPENINGS (3-0 HOLES)FOR CAPER BLADE AT SPACINGS SHOWN ON SHEET 4. /^� 4 (8)WIN.CLEARANCE FRO TOP OR 80TTOM EDGE OF 1N WINDOW BLADE(p MAR.5 WINDOWS w a s s s _ ,+ �' ' t' ' Or ANY 3b HOLE FOR 4444 SiUtt BE 12'. ALLOIAED AT FIV WINDOW!BLADE(� � (C)FIRST OR LW RUDE COMING OUT FROM STARTERS AT ENDS MAY BE W WINDOW BLADE 1Q S � (a)Mt WINDOW BLADE 1©MUST BE USED ALTERNATE TO A SOUR NV ELADEOi THROUGHOUT SHUTTER'S WIDTH. (E) MATES SHALL ALways BE INSTALLED ADJACENT10a SOLID W1 ♦ wffiA lr f 1� BLAL 'E i AT EITHER SIDE OF THEM. ; ' } 222ttt SL (p)POLYCARBONATE HW WINDOW 4Q SNN.L BE DISTAllID SO TABS FACE SEE CNE) ERDN f+ I♦ ♦ • s s THE INTERIOR OF THE OPENING NG PROTECTED,HW W#{DOW MUST 8E _ ONLY INSTALLED AND LOCKED USING A RV SETTING TOOL PRONDOD BY AM DETAILS ON SHEETS t5B �+ INC. FUtt HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAUE B d BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 9 RIP, IP 4y�4 D � 1&2 ABOVE1 -1 SEE ANCHOR SPACING SCHEDULE FOR STALIATIONS iv fi' POURED CO CRETE OR CON RETE BLOCK WALL ONINSHEETS 12&I13 AS LIMITED BY ilL ui U.1- SPAN AND DESIGN LOAD(SEE NOTES 1 &2 A80WE). � �(( 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: "'lYP�7PLAN FOR&BOTTOM UAEMENTS) W ��OR,,.ti r.,� VAND ZONE MINIMUM SEPARATION TO CLASS NUMITEd WID /TURN 3 t' ELEVATION QL �'"0N7p°`�' pDSTI}NG CNA+SS :iFE SCHEDULE ON SHEET 11 FOR BLADE 4 6.25' ,•,_ ««« AND 6N THIS SHEET FOR HAD61Tj& t «-- _«««-- ««««-.«««««_«_..— .; 11 clw- rj0i P, YSYMZ QIRL®C�D MATESQ I`:/ WfO ($EE NOTE 4 130VE) PLAN TYPICAL (1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1A SHUTTER* EE+!j"dA.T11 •._ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 14 ........... 02017 PLTECO•INC. 02017 EASTERN METAL SUPPLY.INC. BERTHA�YTM -5 , A.S.S.A. EC N�. Accordion Shutter System * Kv MADE#1 W/OR W/o KV.WNDON BLADE � ? r American Shutter Systems ZEV.N DESCRIPTION GATE DRAWN BY: L.C. C TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 15-OBS /27/t DATE-- 07/27/t7 ��._•.'�I n47mR _��• USS ILw.MIA.SL,V.=,IRWw CAROM FLOFJOA aIle DRAWING No Ph....:(3OsyB71-1530.To.:(305)671-1531 4268 Westroods Drive 2 •t,"• '--j:tuac0000Loom West Palm Beach, FL 33407 3 E8-0000719 17-107 '+. WALTER A TI,UT Jr.P,E. A FLORIDA LC.A 44167 P.E. SEAL/SIGNATURE/DATE 6 SH79 OF 20 T. 2.000'Mo.. '.y2*.0.035*TKCK I - VARIES I INSTALLATIONS W/ HV BLADE & HV CENTERMATES .i� .A-653 a luiln.. 2*Mo. F T— at.?X..G-60 Gkv.Ec., -w INTO METAL STUD WALLS METAL STUDS AT - - -------- 'a 6 3 D.C. -------- 40 41 1 Z4"o NOMINAL GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE � I FOR BERTHA(1)HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY (1.3/4-.6 1/4-.0.03V THICK W-1 430 12 g SYMM INSTALLATION 10 METAL STUD WALLS Mit GAL.STEEL TRACE CK-6710- 0 6*D.C. 0 6'O.C. SEPARATION"TI N TO GLASS SCHEDULE 8 3.000* ASTM A-653 OWE 40 M�l C-60 17 GALVANIZED FASTENED TO STUDS 1. MAX. A.S.D. DESIGN PRESSURE RATING- +75, - 75 (psf) g (2)#6.1/2-TER SOREWS GN EXISTING FINISH vflawfizff1aMzwaQzM ,,6,OR&EXTERIOR FACE AS APPLICABLE 2. MAX. SHUTTER SPAN: 84 MINIMUM I WIND AA ASTM EICIN9E96 SEPARATION J(DLENGTH + I'[ EytsnNa CLASS MIN.SEPARATION 3. ALLOWED MOUNTING:0 ON THIS SHEET. TO GLASS 0 CLASS SCHEDULE) ON 1. (SEE' 1 THRU 3 43 1 X0-203- BOLT 4. 0 ENTERMATE(2�1 W/n24 HV ARE ALLOWED MUST PENETRATE W1 ONLY i6 TH 21 ARRANGED A SYKTMETRICAL LAYOUT. USE0 SE 0 (2) 35 (6..LONG, MINIMUM) MUST ALWAYS BE 4 4- INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF 1 3/4,0 1/4.0.035'TITICK M' I EXISTING FINISH IT �373' _I AS APPLICABLE .250 -.050* CENTERMATE. ------ ASTM A-15"GRADE 40 W- ON7.MY.STEEL TRACK 0 il 1 -1 -1 CALVANdZED FASTENED TO STUDS I wl(2)16.1/2'TEK SCR ON 5C 43a R&EXTERIOR FACE a 61 O.C. 1/4"0-20 THREADS -7 BLADE SLACK DETAIL HVF IS ALSO VALID FOR Ilv- Ci 0 W-0--EMOSON ON 1/2' 12 CENTERMATE n2l APPLICATION WITH BLADEI PRODUCTS M—LOK HO 4 4�6-. 1 1/2-.Dow THICK ASTM GAIS3 GRACE 40 61' 04. COMPONENTS Nth. A G-60 V. TEEL METAL STUDS AT IS6,04� -HEADER/SILL INSTALLATION 7-�STING FLNISH AS APPLICABLE SCALE. 3/8"- 1* WALL (Typ.TOP BOTTOU) -r 1 3/4'.6 t/4*.0.035"THICK IA.. ------- CONT.DAL STEEL TRACK CHANNEL. -Z E-XW-INIG-GLA-SS 653 GRADE 40 W.,C-60 .-1-777,7 A�VANiEO FASTENED TO STUDS wl(2)#60/2'TEK SCREWS ON TO GLASS 2 CENTERMATES.. CENTERMATES W (SEE SCHEOULE) M NTERIOR CESS SIQU -T ." 1 1 t.-, LEERM2 E -AgEa SIL SYMMETRICAL SYMMETRICAL .(IN. SEPARATION VARIES INTERIOR&EVERTOR FACE i MP.) IN /Kt3bI(6^Min.} r--- 4 4 -Y_ Al 2) -2 _'_-^_--_--------- ----------------- ---- ------------- 21 2)42 21 LO AT 19 I HJ HEADER/Sl ENDS -------- ----- -------- ---------------- VIEW Y ly 2� 4 12 3 1/4'(Typ.)—6 1/2"(Typ.) —7- 3 {6-Min.}--- 7 —6 1/2"MAk SLACK SIDE CONNECTION TO TRACK (Cont.) tiy A HV8 BLADE SLACK PEIALLBYVE BYP- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, @2017 EASTERN METAL SUPPLY,INC. 1"11 02017 TILTECO.INC. ............. *%i:;. BERTRA HVTM E N Accordion Shutter System -rE /7M c o KV. BLADE#1,W/OR W10 RV. WINDOW MADE ic A.&S.A Amsrtccn hutter Systems LV,?0 Olson DATE f. L'- DRAWN B TICCIT TESTING ENGINEERING COMPANY Association, Inc. I OLD 15-OaS 07/27/17 DATE: 07/27/17 6355PN.W.36th.St.St. M M CARD90.FLORIDA 3316( (385)077-1330.Fa.:(305)871-IMI 4268 Westroods Drive 2 DRAWING No West Palm Beach, FL 33407 3 0, ES'3=6719 17-107 WALTER A.TUO 4,P.F- I FLORIDA U.#44167 5 SHE20 P.E. M ET OF 20