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HomeMy WebLinkAboutProduct Approval Component & Cladding Wind Loads Prepared for Edwing's Unlimited Shutter Services Calculations by Seaside Engineers Project: Major Residence Certificate of Authorization No.32048 Location: 2400 N.HWY A1A,APT 906 4265 60th Court Fort Pierce,FL 34949 Vero Beach,Florida 32967 Project ID: (722)202-8008 info@seasideengineers.com Date: 4/30/2021 wuvw.seasideenaineers.com Design Information Risk Category II Windspeed 170 mph Exposure D Int.Press.Coef.,GC„(+/-) 0.18 a 8.00 feet Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on this job.The contractor is responsible to ensure the use of the proper material,reinforcement,components,etc.to meet the indicated pressure per the product approval engineering document.The contractor is responsible to verify the component is in the appropriate zone using the"a"dimension shown above and diagrams shown below.The building pressures are calculated using the Allowable Stress Design.Contact Seaside Engineers immediately if the substrate at the attachment locations appears to have deterioration,abnormalities,damage,or other conditions resulting in questionable integrity. Florida Product Area Approval# Building Design Product Design ID Opening Description (sqft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF) 1 Accordian Shutter 73.3 5 FL389.2 ASSA Bertha HV Blade 1 55.6 -96.1 120.0 -100.0 2 Accordian Shutter 211.3 5 FL389.2 ASSA Bertha HV Blade 1 49.9 1 -80.9 120.0 -100.0 File COPY... PRD K. No.72228 TE OF 00 �� `S�ONAX- WALL: h Edward K Roske, PE 6 April 30,2021 ��� IQ MSTA LATION SCM- t' unit WaU Shutter Shuffer Shutter Storm Anchor deader Storm Mullion No. Pressure Width Height Span Bars# Spacing Reinforce Panels Type Inter/End Vex-Morz Req'd Req'd Bolted IN Y/N Interior End Top 13 ' 1 1 I I L16 Bottom Interior En Top + interior End Top Bottom Interior End Top + - Bottom Interior End Top Bottom Interior End Top Bottom Interiorad Tap Bottom Interior End Top + Bottom Interior End Top + Bottom InteriorEnd ToA Bottom Interior End Top Bottom Interior Top + Bottom Interior End ToA Bottom Interior End Top Bottom Inter5F-nd Top + Bottom Inter TOP + Bottom IntenorEn Top Bottom Interior End ToP Bottom Interior End Tap + $ottom Florida BUildinc,Code Online https:/'/w�Ntw.floridabLliidiii-.oi-a/pr/pi-_app_dti.aspx?paraiii=wGE.. Wy' it BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search drbd @Tai Product Approval 41 Mi. USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL389-RlO Application Type Revision REVIEWED FUe, Code Version 2020 Application Status Approved CODE COMPLIANCE.' ST. LUCIE COUNTY Comments Archived CC Product Manufacturer American Shutter Systems Association,Inc. C 24 Address/Phone/Email 4268 Westroads Drive 7 West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com File corty V Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email 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..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist- Hardcopy Received Certificate of Independence FL38 —RIQ COI COI ASSA BLADE1—.pdf FL38 —RIO COI COI ASSA BLADE1_2.p_df FL38 —RIO COI_C0I_ASSA_BLADE3.Rd_f Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 3 1/5/2021,5:00 PIV Florida Building Code Online https:/:'www.noi-idabLliIding.oi,/pi-/pr_app_dtl.aspx?pai-am=wGE. Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ) - Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA_BLADE3.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3"for 40 psf FL389_R10_AE_PER ASSA BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, 9'-11"for 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 I Only-(Non-HVHZ)-Drwg 20-164 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING_ASSA BLADE1.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida, Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389_R10_AE_PER_ASSA_BLADE1.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 20-163 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10_II_DRW_ASSA_BLADEI_2.pdf Approved for use outside HVHZ:Yes Verified W. American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389_RIO AE_PER ASSA_BLADEI_Zdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively ;B J Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone,850-487-1824 The State of Florida is an AA/EEO employer._(�Q,pyright 2007-2013 State of Florida ::PPrn�cy Statement::Accessibil'Ry 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 emals 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: cLtt_ii Moog 2 of 3 1/5/2021,5:00 PN GENERAL NOTUS: ^ 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 2020(7LL EDN10N)OF THE FLORIDA BUILDING CODE,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(A.S.O.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES(D& GAS BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D„AS TESTED.WERE NOT OVER STRESSED,A 33 %INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS VX USFD IN THEIR SYSTEM COMPONENTS 1-2D SHEET 2 ANALY515. HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1808.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE& WINDOW DETAIL —HV BLADE O #0214.01-03, #0715.01-03. 01OD4.01-05. #1214.01-05. #0317.02-06. #0609,01-10 AND #0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(1D AND HV WINDOW BLADE (1-4 AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3) &#1220.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE (WHERE AE1PUQ6B F) —HV WINDOW BLADE 6#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2.3) BASIC PROTECTION ONLY AND# 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A—F, CONCRETE/BLOCK SHEET 6 2. ITV BLADE()AND HV WINDOW BLADE (9 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G—M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75"AND#140.75"RESPECTIVELY, 410—HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kei YIELD STRENGTH AND 180 kei TENSILE STRENGTH. PINS SHALL BE COATED WTTH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063—T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005—T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 I i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 14 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kW MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE—WOOD SHEET 15 7, SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFlCA71ONS:HV BLADE t0 : 12,13,14,15 AND 20 INSTALLATION DETAILS M—R,WOOD SHEET 16 HV BLADE 17&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06-779.582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S. PATENT 85'458.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 METAL SUPPLY, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE 9 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN 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 CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE(1�ONLY 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 SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING 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 JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.• PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (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 SWILL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (c)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(Pion High Velocity Hurricane Zone; 02020 TILTECO,INC. ®2020 EASTERN METAL SUPPLY. INC. (Ilil y,, BERTHA B {,�/�, p� `������"�� ...''Z//���i BERTHA H tl TM c°'S�Q '��CEN F' �9=; �� � O �N� ® .S® p Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE No,44137 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems iEV.N DESCRIPTION DATE DRAWN.BY: M.P • x x 6355 N.W.361R St.,St..305.VIRGNIA GARDENS,FLORIDA WIG' ASSOCIOtiOnx Inc. 1 OLD 17-1D7 /2/202 DATE: 7/2/2020 STATEIF �� w� Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2DRAWING No „-mall:1,11-01-1 nn West Palm Beach, FL 33407 3F(oRt CA-0006719 20-164 WALTER A.TILUT Jr.P.E. 4 FLORIDA Uc.a 44167 5EA -- SHEET 6 1 OF 20 VARIES B:T QUALIFIED f­DR USE W X. Z 0.454" on q, g I 60.) 4.371 :1 n( A I 4 4 ss 4.999'.857" 1... 1 1�HV So_D HV SO-ID B ®HV UNIVERSAL FLOATER05 HV STARTE COVERED ENT 1#1 5458179 QUALIFIED FOR USE W/ HV BLADE@ HV DIR c T 1 E W/ HV HV WINDOW BLADE 6005-T5 ALLOY AND TEMPER QUALIFIED FO D LAD AND TEMPER E ALLOY . TEMPER A Ag) E M PTE R' -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 E EMPER 6 ALLOY T .373"� 6063-T6 ALLOY AND TEMPER 3.226' 1.500' 124--i (TYP.) I pz 2.670" .670"1. 2.226' .085" 'jS172 i 11842 0 1A 4.4-36" 0.072 -------------------------- HV ADJ. ADAPTER W/LIP �-..012' - - 3.226 QUALIFIED FOR USE W1 HV HV WALK—OVER TRACK 920 BLADE(D 60HV ADJ. FLOOR IRACK QUALIFIED FOR USE HV TRENCH TRACK 2.55' 6063-T6 ALLOY AND TEMPER BLADE QUALIFIED FOR USE W/ HV 3�T50-- j QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AD TEMPER BLADE(D ONLY. HV RAINGUARID BLADE(D 6063-T6 ALLOY AND TEMPER VARIES 6063-T6 ALLOY AND TEMPER QUAUFIED FOR USE W/ 1.915' I-V BLADE 19 VARIES 1.936" 6063-T6 ALLOY A D T PER OB3- 093. q ol - I Is- Too"- .125" 71 a �q-'LL !----A. . -----A— . . ,7a �ut— L I-D F[ .093' :09.3 og no 3.320 3.529' 3.520" L67(1� (1D1 HV Hy HEADER/SILL --Q�G �EADIM QUALIFIED FOR USE W/ HV BLADE 0) ONLY, QUALIFIED FOR USE W1 HV BLADE(1)ONLY 6063-TG ALLOY AND TEMPER D FOR U V BLADE (14) HP WALL HEAURZSL SEE SECTIONS FOR VALIDITY SEE S a1ONS FOR VALIDITY QUALIFIED FOR USE W1 HV U 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE T ONLY X 6063-T6 ALLOY AND TEMPER 'Tj I COMPONENT A a I T1 T2 X y I 0,, 2- 5-MAX.: 1/8- 1/8- I- I 1- 10.062 2' 2" �0.125" 3" 0.090" 2' 5"1. .192"il 0.192" X (1D6 SIDE ANGLE QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5" 17"MAX.!0.190" 0.190" CORNER POST QUALIFIED FOR USE W/ HV BLADE T QUALIFIEDFO BLADE &USE W1 HV 6063-T6 ALLOY AND TEMPER BLADEONLY. I 6063-T6 TEMPER 2' i 5"MAX.!0.139' 0.131' 6063-T6 ALLOY AND TEMPER ALLOY AND FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone: 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HV, Accordion Shutter System KV. BLADE#1 W/OR W/O KV.WINDOW BLADE ........ T�JE c o A.Sn% No.44117 American Shutter Systems 3EV.N� DESCRIPTION DATE I DRAWN EIY.' M.P TILL IT TESTING & ENGINEERING COMPANY Association, Inc. __1__OLD 17-107 17/2/202q DATE-. 7/2/2020 STATE Oi ,�10'Z') 4268 Westroods Drive Phone (305)B71-1530.Fox:(305)871-1531 2 West Palm Beach, FL 33407 DRAWING No R 4"; CA-0006719 'y WALTER Jr.P.E. 4 20-164 A. "LUT 44167 5 /I........a �."%;EAL/SIGNATURE/DATE 2 OF 20 Of ONAIL',� FLORIDA U. SHEET 1/4--20 DIE COST I J45�_..__2L2 HOUSTNG EL 0.334 FLAT HEAD .74�- "CA111 THREADED DIE CAST 4 S.S.M.S. 1/4-20- b (2 TYP.) BAKED P i HOUSING ENAMEL 4) 0! .1a; 0 T; BAK PANTED TURN II 'IIAU V/ m. EGRESS _;j XNO 62 f w, .0 1 : , - ': , . I ;�I 0- ED • -IT n 'j, 0 1.325" C, SS CYLINDER BRASS CYLINDER &I 7rS(CHROM (CHROME PLATED) P, E 1 HV CE TE E c S OC QUALIFIE HV BLADE 01 & UA ONLY �2) HV FLOATING CENTER HY LOC HV.EGRESS LO AND TEMPER QUA QUALIFIED FOR USE "�9-' 'qo 131�IED FOR USE W/ HV BLADE�I)& IA ONLY .4..912471 J �575" 'UALIFIED FOR USE HV 6063-16 ALLOY "1z' 0875; W/ HI @QT 4' 'Ly� Ly. 6063-T6 ALLOY AND TEMPER HV CORNER CENTERM41E BLADE G)& (0 ONLY. LADE & I Y 7 HALIFIED FOR USE W1 HV BLADEU1 ONLY zso 6063-T6 ALLOY AND TEMPER PLASTIC HEAD .51 518" MOLDED O 4.045" '2� - R. SCREW 1.000, 141 Z60*AFTER RIVETING .11 1/4"0--20 x .'3/4" BEFORE RIVETING 1.000 Z.) S,S.. THUMBSCREW 1/4"0-20 RIVNUL* i . 6 `81 IF, ar! *SERES 9444 ALUMINUM(2024-TS ALL LARGE FLANGE THIN 2.750�' _T 2.750*_ SHEET NUTIERT.PART#0820.AS MANUFACTURED BY AVDEL 1 822-1 PLAN FRONT ELEVATION HV MALE "T" LOCK CENTERMAT C566'_ CHERRY TEXTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL _L_Q_QKER r. 4 - _EQR---7T" L K CENTERMATE QUALIFIED FOR USE W/ HV BLADE ONLY HV FEMALE "T" LOCK CENTERNIATE (0 HV "T" LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV GLADEMONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE(DONLY W/HV BLADE(()ONLY. BLADE 0 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- 1.917 1.917: 3.161 _1,432 4,32 1 010 , ; THUMSTURNto CYLINDER OR 14" KEY CYLINDER .545' v, to ___P�Hnr 1 1 1 0.875"Mi.. 1 .125"Max. CENTgRMAjE:jZnME1MING ROD 0 # HD CENTERMATE w/ locmfi_". 16, 0 1 QUA FOR USE#rHV BLADE(1)& QUALIFIED FOR USE W1 HV EILADEf,l,.)& JAI CO63-T6 ALLOY AND TEMPER 606 R HD CENTERMATE'S INSERT VARIES, 12-YIN. QUALIFIED FOR USE W/ HV BLADE(D&(g 8i 3 N 0-20 S.S.OR 3/0-0-16 606 -T6 ALLOY 0 TEMPER -------�j 1/4 40i MBTUR ACETAL THUMBSCREWS t1/2 i THU CYLINDER 0 OR KEY 1 11.57 CYLINDER (SEE DEMILS) .78"Max. LOCKING RODA 6ml 1 1/4"0 (�� HD--LQQK QUAIJFIED FOR USE W/ HV BLADE)T BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 063_T6 ALLOY AND TEMPER �:6)jjV 16..AQ F ZL INSTALLATION WILL REQUIRE A 7/11 HOLE THUMBSCREWS EIAL _�R1ES S.S. THUMBSCREWS QUALIFIED FOR USE W1 HV BLAOEO& G IVIILLED AT TRACKS FOR PROPER ".ENT' QUALIFIED FOR USE W/ HV 8 E QUALIFIED FOR USE W/ HV BLADE CI) FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: 1711 It 02020 TILTECO,INC. @2020 EASTERN METAL SUPPLY, INC. E BERTHA HVTM . Accordion Shutter System No.44 U Rat H H.V. BLADE#1 W/OR W10 H.V.WINDOW MADE 67 /777iL7E7C 0 N c A.S." A American Shutter Systems REV.N4 DESCRIPTION DATE D-RAWN BY. M.P TILLIT TESTING & ENGINEERING COMPANY STATE 1 IF OM N.W.361h.St.,St..=,VIRGINIA GARDENS.FLORIDA 33W Association. Inc. i......OLD 17-107 7/2/2020 DATE- 7/2/2020 e-mail:tilt-0000LCOM 4268 Westroads Drive 0 R I i Phone (305)871-1530.Fox:(305)871-1531 DRAWING No West Palm Beach, FL 33407 CA-006719 0� 20—164 NAL A,TLLIT Jr.P.E. IIIIIII 41.1r SEAL/SIGNATURE/DATE FLORIDA Lic.#44167 S H 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV A) 12"'6N �.I_EAR�INCE L (4-)) TO FE�C,)E P .0625" E 1575" (D HV BLADE 1 (1 AI —7,M" j*Hv WINDOW BLADE 0625' HV BLADE toI. TI HV LONG RECESSED NY.LON BUSHING .1875 y "I OPENII KNUCKLE , I CKLE .0525' (TYP) 0 0625' 39 HV SHORT RECESSED NYLON BUSHING ly, 0 FIAT PORTION, I 40 [IV NYLON HAI' WASHER (D OR ur BLADE, ITERIOR 0" II X HV WHEEL CARRIAGE AISI 302-303 SERIES //02.87SO'" -11 X -44 0.870"x3/16" THICK NYLON WHEEL. @3 MIN' t HV WINDOW CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 2 7/8 0 SEPARATION BETWEEN .0625" 03.7500" HV 1 3/4" ACCORDION-PIN W/ #8 HEAD EXTERIOR TRADE .0625" _t 5 1/4- __ - b OPENINGS 5EX ON CENTERS ,, I _. ! .7500" ACCORDIONS PIN W1 #8 43 4_1"O 2 1/4",HV 2 3/4" ACC POLYCAR13ONATE IMPACT RESISTANT H BET" N TYPICAL HV WINDOW BLADE D ol AND r,�, 11 i, ' ! : EMICARBONATE HV WINDOW DETAIL or 309 —1 (D OR 0, J� (SEE NOTE FOR :OU @ OR PQL_YCA9 RQt4&jE IMPACT IKESJ NT W REQUIREMENTS) _ _QL_ -516__Ey fflaQV' BAYER MAKROLON 3103 POLYCARBONATE RESINS, I -STABILIZED GRADE OR SAE31C 12 1 L V I_j T,(")MILN L 0jcF I,nDC INNOVATVE PLASTIC LEXAN 103 RESIN HV PIN AT EXTERIOR "F" ON SHEET 19). SEE NOTE Fiv HV(I (D OR o I HV PIN q) I HAI S ALWAYS BE USED AT ALL EXTERIOR R()TrOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR 404 EXTERIOR HV T� J.il�ADE. RESULT TYPICAL SHUTTER—ASSEMBLY ST—D N.T.S. HY PIN @OR .3 OR eEOtDeX _1�_/_ — I IV FIN (j) WAY BE USED IN LIEU OF (9 AND ONLY AT EAR OR t — a. o­3 a,&' [Y.TE-Fi1C)R BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV0 00.324" BLADE'S KNUCKLE. HLADL WHEN CORRESPONDING 10 INSTALLATION "ll", SHEET 7. (SEE NOTE * FOR SEE.- .1.D7S2 o.ou b/le, REQUIREMENTS) r TENS LE STRESTRENGTH nSTM D�8 t,xw­1 9,500 TYP. (.5) HV PIN @ OR 05 W/ 1/2" O.D. 1/16" THICK S.S. WASHER ...G.AT IF1 D AST.Oltat 12.500 ,.J. 13,400 FLEXU"X ODUU4 ASN D790 340.OW­J. 21.5,aCO­1 III .=110)1Z.0 AST..210 Ili ff-'a/ia 17 FT-a,/1, ;HALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, '.;HEL7, 010 WHEEL CARRIAGE DETAIL s.o. DEI,Sm, .114.2— 17.2. Ox.O S MAX N.T.S. ASSEMBLY LAYOUT RATE OF DUR14ING ASTM D635 C-I CIASS C-1 WSS SELF IGHBION AST.D190l, 1.107 Sao WEAULE111I AST)`0136 T Su S—M.1..F .Uaj �m,a,, 1 9302 P.:.i, �O P.- 1 HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS w, ".3. N.T.S. FLORIDA BUILDING CODE(Rion High Velocity Hurricane Zone, nP020 7ILTECO.INC. 0 2020 EASTERN METAI SUPPLY, INC. 0% y/z BERTHA HVT. GEAS� Accordion Shutter System 0 r-----r--c---o--, 7 A.Q.&- .m E zv ffilk. RV. RADE#1 W1 OR W/o KV,WNDOW BLADE NO,44 6 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV.Nc DESCRIPTION DATE DRAWN BY: M.P Association, Inc. I OLD 17-107 7/2/202C DATE: 7/2/2OT0_ O�,5 N.W.36th.St..St..303.YRGNIA WDE14S,FLORIDA 33161 Ph- (305)071-1530.Fox:(305)871-1531 4268 Westroads Drive 2 �20��0STATE(F DRAWING N West Palm Beach, FL 33407 3 e-mail:t toloccol.com -000 719 CA —164 X'_ WALHIR A.TILLIT Jr. RE 4 20 FLORIDA Lie.#44167 D SHEET 6 4 OF 20 '0 L ,&L/SIGNATURE/DATE 01 OR &�@ w t)o 1� 5 ©m 14- ---. 3°" *NOTES ON HY LOCKS AND CENTERMATES (A,> if s• ® �_01@,® 1. MANDATORY CONDITION ft ONE HV LOCK®or 20 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BFJ�OW g2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTAU�TIONS�T ANY ELEVATION. HV LOCK(2�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 1 OR I CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON � TYPICAL SHUTTER ELEVATION. C)"© 35' C, n1 + 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV CJw20 - LOCKS V.4 , OR ZMMAAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF LOCKS TO CENTERMATES �55 OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. De-Hv8 V _ 3. OPTIONAL CONDITION 62 (VAUD ONLY WHEN ON 11 OR U?ArrED MANDATORY COMMON J2 1S USED O H V LOCKS), LOCKING RODS 0 ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY I ° 9O a96 ort90 at® � � -��4"'�y BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 5�OR AN ALTERNATIVE DEVICE _I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONDITION&ONE HV LOCK (a SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO®CORNER CEFITERMATE W/(2) 1/40-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS �v 7 j i AT TOP& BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. $ x0c�Nv� I I 61 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. @3 FlRS?ALTT72 e T Au o g N�_D OATORY COND1T10N ®1 VALID ONLY 8S_�o9 !^ QR 2?a ONE ALTERNATE HV LOCK Q6 MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND - Y INSTALLA710NS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. H�D $ 3 RNNUT AS SHOWN ON SECTION HVE. SHEEP 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6.MANDATORY CONDITION +3 FOR KEYSTONE MOUNTING INSTALLATIONS.I ATIONS• ONE HV LOCK®or®or®SHALL RE LA USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12-ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I _ , TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or or®MAY BE USED AS AN INSIDE OR Iu OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. SEE END I 777 M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION 1 l '-'35, OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON (Df (F�> E H�) (I '� J�) K (` SHEETS 10& Ial H% ruLL 6 '',� ,35. �' *NOTES ON HV "T" LOCKS AND CENTERMATES: !. OF CORNER 1 . - II—RED WOfw-------- ------- --'- - --- -. .. ---' CENTERMATE ONE ALTERNATE HV"T" LOCK iV,MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND �aR®Dx©-O7 DR®oR 10 •13 DR I. SECOND ALTERNATE TO MANDATORY CONDITION#I VAUD ONLY FOR HV'r LOrg Sh.IWO CUMIRMATES Q AND STALLATION AT ANY ELEVATION.AL NAIE LOCK® Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK®INCLUDES USING REINFORCING LOCKER , AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10+ 15 Da 1 7+13 an�+©as - ---.-- CONNECTED TO CENTERMATES®AND®9 W/ 1/4"0-20 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"RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" ©* 70- 1©oR©-7-@ Dx MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. OR 8O+®aQ9+O3ow�•ODnt©+® *NOTES ON HO LOCKS & CENTERMATES: 1. ND LOCK 134 W/ HD CENTERNATES(31 OR(32 W/f33 ; ONE ALTERNATE HD LOCK(D MAYBE USED IN UEU OF TYPICAL j HV BLADE SHUTTER ELEVATION HV LOCKS 124 OR 129 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK TO®IS W/3 Q8 x 3/8'F.H.S.S.M.S.,AND INCLUDES � REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HAND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone '���+1yy11IT III`y' 02020 TILTECO,INC. 020220 EASTERN •METAL SUPPLY, ,INC. BERTHA HA H�0 TM \CEN ��T '--; ` ��oo �p ® Accordion Shutter System \ f �`be 0 in.. ® ® ®AMR H.V. BLADE#1 W/OR w/0 KV. WINDOW BLADE No.441 i/ American Shutter Systems DESCRIFnON DATE DRAWN BY: MP�. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 7 2 �� 6355 N.W.3B I.St..St..30.VIRGINIA GARDENS,ILOMDA 3315t //202 DATE: 7/2/2020 STATE 0 Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No Q D-mall:tdt...0.0.... West Palm Beach, FL 33407 3 , <DRID+ CA-0006719 4 20-164 C1• `� WALTER A TILLIT Jr.P.E. s`s/0(IQ� EAL/SIGNATURE/DATE FLORIDA UO.y 44167 5 SHEET OF 20 nw A POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK,' POURED CONCRETE" REQUIRED I --1/4"0-20,3/4"S.S. CONCRETE SHEET 13) REOUIRED REQUIRED _ __ CONCRETE ANCHORS � MACHINE SCREWS CONCRETE ANCHORS i 17 1$oR SA OR ONE(SEE MpunnNc SON SHEET (SEE SCHEDULE ON W/ I/4"-20 7 @ , SHEET 13) NUTS® 12"O.C. (SEE SCHEDULE ON SHEET 13) j' { " I' M'n 1 4"0-20z3 4" .S. Min. r -i12)OR( j A 1• _ EQ -EQ-I CHINE SC EWS _ ;-EO FI-EQ-I!I ' USING 1/4"-20 N TS ( 1 1 {" _ -('J) 1'2 'L W 12"O.C. I ( - '/2 III �- E. D.* .250"Max. N \J OR 15j 13 aR 15 I r IG* I I IL j'I 0 .250" .250'Ma. I Max. tli� it: E.D K C.D.- OPTIONAL III 'i I I PTIONAL I Ilrppr: :il� Mrl SEPARAIIai �I� I l l : � III! •� I N L E ON SHEET �. I i I�� _ .... MIN. SEPARATION TO GLASS I : �i�LLL I ' 11 FOR E is VA O OR 1 I EXISTING I' w 9HU 19 FOR ',I 1 I I, : I :S_ (SEE SCHEDULE ON SHEET 11) E%ISTING 91A0F9(D&(9) q I I MIN. SEPARATION TO GLASS I I I I ti- �_� GLASS _ C GU55� (SEE SCHEDULE ON SHEET 11)-J I � - �•`-- - (A V WALL HEADER INSTALLATION 0 HV WA L K E D INSTALLA © _HV WALL HEADER INSTALLATION + YSTONE EXISTING _ --" - - , I ,1 MIN.SEPARATION TO GLASS ^I,a GLASS—+ i I I I ♦ I I I I I I`—(SEE SCHEDULE ON SHEET 11) - i , - C1 MN.3PN(SEE I I I - 1 OR 'I I I 1 ;1 J ISTING T O(� i I I MIN.SEPARATION TO GLASS _I j GLASS I1 F to D <DMO - I I `(SEE SCHEDULE ON SHEET 11) 1 I h I I pN 9RFT 19 �sCDT0 I' x° EXISTING I j{t`{1{{, i. / OPTIONAL i Tit e 1 GLASS—i �Ij( iFil E. f.0! 1111 I _ Il�� I I/4 II it ii /4"MaxMax I I�OPTIONAL "VYY I OR 15 E. D.•' i i li it i EO• a i l i I 1 12 _ - 13 llltkt,. e D*1 1 I r \ �3 OR �19) -EOI La, .I/4"0-20x3/4"S.S. I . I-EQ-I-ED-' PHILLIPS TRUSS HEAD 1/4"0-20x3/4"S. PHILLIPS 1 7 pR i$ MACHINE SCREWS USIN ,• .".',... ,1 CONCRETE ANCHORS _.._TRUSS HEAD MA INE SCREWS • - `( CONCRETE ANCHORS _1" 1/4"-20 NUTS W 12" C. (SEE SCHEDULE ON W/ 1/4"-20 TS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) ,1 Min. POURED CONCRETE SHEET 13) PO RED CONCRETE - OR CONCRETE BLOCK OR CONCRETE BLOCK -"`1�y--/---"- (,CONCRETE ANCHORS REQUIRED WALL REQUIRED O HV WALL SILL INSTALLATION (SEE SCHEDULE ON (t)HV WALL SILL INST LLATIO POURED CONCRETE..' SHEET 14) OR CONCRETE BLOCK '_`— WALL REQUIRED O HV WALL SILL INSTALLATION N°T�.-FOR. °NOWAY'°N-°�5EQT70,�5' INSTALLA ETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E. D. a EDGE DISTANCE ASSEMBLY ♦ SEE IJMRAT10NS Of USE FOR 1.: HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFlCATIONS ON SHEET 13) BIADE®ON SHEET 19 IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. RK I BERTHA HVTM Accordion Shutter System w ® ® ® FLY. RME#1 W/OR W/O FLV.WINDOW BLADE f No.441 7 �=' � American Shutter Systems *; * •: TILLIT TESTING h ENGINEERING COMPANY y Ev.rl DEs17-10 DATE DATE: 7 2 �( Association, Inc. , OLD 17-107 /z/2oz Dore: /z/2ozD ��• ��� 539 N.W.381h.SL,81,.SOS.NRGINIA fN10EN5.FLORIN JJ18t STATE 0 Phone:(305)e71-1530.Fax:(305)571-1531 4268 Westroads Drive 2 ��p ., F v e-mail:tiltewe"Loom West Palm Beach, FL 33407 3 DRAWING No ^ ZORID �`�1 CA-0008719 20-164 .•G �' WALTER A TILLIT Jr.P.E. , AL �SEAL/SIGNATURE/DATE FLORIDA Lic. J 44187 a SHEET OF 20 M,Y COINCRI.IC ANCHORS 1, OR I'd-T EXISTING (SEC SCHEDULE ON SHEET 13) Sc 10 QM04(SAFE4GEr �(soc SCHEDULE CONCRETE , GLASS- NI It FOR 9-AVE�D� I—PON IN SIM is FOR 0 EXISTING 1=11o,"I l'i APPLAIBAIDLE: GLASS- ALTERNATE ANCHOR i GLASS ON I LOCATT #10�3/4'HEX WASHER HEAD TEK SCREWS 0 12-D.C. _EDGE OF OR k ) SLAB IF CONCRETE ANCHORS APPL(cAoLE (SEE SCHEDULE 014 SHEET 11) i C6) M T OF lie EDCE �17 SLAB CIF I.. APPU ABLE I X"TING EDGE or-- 1)2' EDGE Or SLAB IF it FLAT HEAD CONCRETE ANCHORS n.,v3— A13 OF !.. , Ed POURED F. D.*-- CONCRETE APP POURED S' i IeH sowTIM UCAPLE f APPLICAM E CONCRETE REOUWA (SEE SCHEDULE ON SHEET 14) POURED f REQUIRED I FIAT HEAD CONCRETE ANCHORS 0 -A) CONCRETE (SEE SCHEDULE ON SHEET 14)R (L L E. 1).— REQUIRED (01 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, PSF A.S.D. (-I)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING 8C FOR SPANS PER (tU HV FLOOR INSTALLATION t SCHEDULE #3, SHEET 11 HV CEILIRG. INSTAL 0 CONCRETE ANCHORS GIASS 114'0 MJ OL6 TADCON W/ N (SEE SCHEDULE ON _�NEET'D EXISTING SHEET.15- AD—CEO�READFORN 77 1 .0 POWERS 1/4' IA (9L,xMlfYJtC -1 11 1 . I, ICOMDUr OR %V/ FASTING INN. GIASS FASTENERS 1�,ER+I/' MAX, �V_RON In 0 IT GLASS Sol—ON 1 J14" N.EM EDMCNT G, GLASS_ frl—RONI'D.9, "1 1 L O.C.FOR UP To G!_G'SPM AND I Ott SND�i IIII UP TO 8'-0* �4 AT EVERY FASTENER I 1/4' 7- "7, ij l lI jl i I T-6-END I MAX+ (Su:NOTE"ON ON SI 1EET:1 1/2 OH UNKIATIUNSU' 3/,W -HEX G MAX. '0. E�b-�, '1131`R'HEAD i WAS TEN SCREWS i 0 12'D.C. 1/4"1-200/4'SS MS HER HEAD U, 1/4"] USING 114"0-20 NUTS B.C. RS 0 12'D.C. --i"D s.s.M.S. MOX. #14x3/4'S.D�S- CONCRETF A FICI ( - EXISTING NON SiPUCNPAI. SEE i:� el/NUT 0 9 SHEET 14) 12.00-MIN.f.; WALL MIN(MCOPATNE lr� -C j � L 1/2" D17 I E.D. SILL) EDGE OF j #14.3/4"F.H. S.D.S. 1,.I N. POURED CO.IRCTE A i SLAB IF 6;9,D.C. REQUIRED 1 7/8- 1 7/8- APPUCABLE_1 ­'I CONCIRLIE ANCHOR.5 SEF NOTE 13(b -SEE NOTE 13(b) POURED CONCRETE (SEE SCHEDULE ON ON SHEET I POURED CONCRETE- ON SHEET I -D.-' OR CONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK :F REQUIRED REQUIRED INSTALLATION M)M*�.MQQNTING 51ON lNL',IU 1;­­M OPTIONAL POURED OK HV WALL FLOOR INSTAL lj�) HV WALL WALK—OVER INSTALLATION MAXIMUM SIIURJER SPAN 5'-0* CONCRETE REQUIRE (j) HV ZISIGUAIEDL.1 SAL TION t t THIS INSTALLATION SHALL III q()j_1QR E.D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED (�E I'. ArITS OF USE FOR _C.QM9(N ADJACENT TO AN OPERABLE E ACE=(5AN SHEET I=s $ 1 FOR IYPICAL SHUTT (SEE SPECIFICATIONS ON SHEET 1-3) OR'ENTRANCE INSTALLATION DETAILS W/ 11) HY BLADE /,55FMmy , Mi,,Uj.jTjNr SECTIONS CAH BE COMBINED FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, IN ANY WAY TO SUIT ANY INSTALIATION C1,52020 EASTERN METAL SUPPLY, INC 1 TI 02020 TILTECO,INC. 8 1 A''! I A HVTm L I E C 0 Accordion Shutter System \_\CEIV Acc AIR H.V. BLADE#1 W/OR W10 H.V.WNDOW MADE No,44-67 American Shutter Systems IEV.NO DESCRIP71ON DATE_DRAWN ITY: M.P TILL)T TESTING & ENGINEERING COMPANY !OIL Association, Inc. I OLD 17-107 7 CAM 7/2/2020 _,3 TA 6355 N.W.36th.St..Ste.303,VIRGINIA CWENS.FLORIDA 331rA 4268 Westroads Drive 29. - . STATE F (305)87-ISW.Fox:(305)871-1531 DRAWING No ­,0 tilk-0-1— West Palm Beach. Ft. 33407 3 "4 0 R C-0006710 4 20-164 FLORIA.IIULFT Jr.P.E. DA Uc.#44167 5 SHEET i///1,1rN 0��L' L WURE/WE 6 7 IF 20 /SIG 5F-�--END `t1ALL CONN C ID ETAILS ON SHEETS 10 & tE SEC NOTES ON LOCKING RODS 3@,HV LOCKS®or® - j?s-' IV,:r `(� INSTALLATIONS W� ( ) HV AND ALTERNATE HV LOCK®ON SHEET 5. OUT 90' It'ta7 I N I EXISTING GLASS -''— **BLADE SLACK DETAIL HVF 15 VAUD FOR ALL a, BLADE W_Z HV CENTERMATES o CENTERMATES APPLICATION WITH BLADE �oR®oR©+Q7 OR®OR10 •13� 2j) y 2 OR �, 3 SEE END WALL CONNECTION 10+0-(0- —� EXISTING GLASS DETAILS ON SHEETS 10 & 18_..', 2•x2"xl/8"xO'— �\Z r +®°x Q9+O3 on 19+� _- 3,..�/a„_... .-- - .7.. _.._.....- . .. . ...6,,/z., _ - -.7' (6063—T6 ALLOY)ALUM. O�POSI NG ANGLE W/(2) 1/a"m TAPCON I° , ,/z^ ®+® SYMMETRYCAL ANCHORS TO CONCRETE CENTERMATES _ _ (TOP/BOTTOM)h fl Ox3/4"S.M.S.® 12' 1AI/ j CENTER MIN. SEPARATION (a)(✓70x1/2'S.M.S.TO TUBE;I ` I O.C.FULL LENGHT. A HV LOCK &or 91 i ! TO CLASS :. Wf HV EIC� Of EE SCHEDULE AT EACH ANGLE.(ttP)I • I ! -- _ 0 SHEET 11) r r5' + u �2 '* 1 1 _ _ � I _ 1 _',__1/2. O I / + �22°" ® 3 ®��2U �' �2 w® + aR 8 aR 10+ 3 CO QoR®on© O O O O I � ® HVB [0----- ® nn � I HVA �-a 0+0� � HVC oR 6 ] 8 10 , 3 p+ , POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL ©.O+@-@-0« IWR 10«(5°NQ«(Daae. ! REQUIRED EXISTING — � SYMMETRICAL «O+�op©�O+®� MIN.SEPARATION— GLASS ®«®OR©9«O3OR19+�5 EXISTING CENTERMATES6) `---- 0+®oR1©+®°"®,@oR rDGLASS 5 _J GLASS ' / * (SEE SCHEDULE �', I OR O+ LOCLC.6� —�IMERIORJ ®aR Q+ OPTIONAL N SHEET 11)-- 11 ' MIN. SEPARATION /rayy TO GLASS ® © J L _ -' (SEE SCHEDULE l I N OPTIONAL ----- -- --- --- _ "' —ON SHCET 11) , -__ (INTERIOR) _, _ —_—_ _— —_—_ —__—_— —_. y� CO U� ��.[� — \r/RIE� LCONCRETE ANCHORS__ v IE 16"O.C. ; O 0•, — __ter' L) -- _ — -- — I I I 9Q _ —_i * ✓ ® R+ ® [0 U T B , 2 MAX. SLACK -- -_ -- I ,OUT— /_-J/ � (EXTERIOR) HVE HVF** HVD �rJ C/. (yC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane, ,%%z 4'4EUll7 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY. INC. A; VAccordion Shutter System No.44 6�/��^y��—'' � INC. �' ��a H.. R-AM#1 W/OR W/O H.V. WINDOW MADE American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: MP *: * TILLIT TESTING & ENGINEERING COMPANY A' STATE F /a /LO 6355 N.W.36th.St.,Ste.3 .VIRGINIA GARDENS,nAR10A 3316, ]tb ASSCGLatianr Inc. OLD 17-,07 7/2�202 DATE: 7/2/2020 •. Ph°O.:(305)B71-1530.Fa.:(305)071-1531 4268 Westroods Drive 2 DRAWING No p . F R a-mall:tRt_0a0I.wM CA-0000719 West Palm Seoch, FL 33407 3 WI I 4M1167 P.E.E 5 S20 1 V4 FLORIDATE U 'Oil)IIILLILI�41�E`� SEAL/SIGNATURE/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK &Q-) HV MALE/FEMALE "T" LOCKS CENTERMATES f 8 . (29 & LOCKERS (271 Wf n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 & 1B INSTALLATION J) HV BLADE r�- -�I-� i EXISTING`OUT ICT iN B LNE Q6IALN DETAIL Hvi,INDICATED ON SHEEP 8, W/ HD CENTERMATES I� I AS WELL AS UTHIS SHE T,WAY BLADE©DETAIL N0 L7ERN , o"®°q©•OO mbaclQ•OmA INDICATED ON THIS SMELT,NAY BE USED WI1H THIS ALTERNAT mSTAL H N DETAIL HVG SHOWN IN T IIS SHEET. SEE END WALL CONNECTION- I.10•©m I©.®a©•©w DETAILS ON SHEETS 10 & 18 (DnG3-T6 ALLOY)auM. /35, 3 ANGIE W/(2)VA-m TN'con I sro• I ( 5 ANGHDR9 TO CONCRETE (OPTIONAL) ) (TO MOM)4 L---__----__.----------'- ----0 -- — --__--: ---- —__------------ -- (OP—NAL) 4)-:I — (4)1T0.1/2'S.M.S.TO TUBE #IW/4-S.M.S.O 12• (Z AT EACH NiC N.DYP) ` l ..: D.C.FULL�HCNr---------- Q LOCK (INSIDE) -- ._- IN _— O (a)H.v.`.L ;. 7 3/.'_----4 H.v._. .fir-` iY, j MN.slruwaN �I 30 HV T" PINS(TYP) l.. PNS(TYP.) I I� - - -t - - - - - - �r - - 1 f: T 10 --- - ----- -- ---- —--- - =-- - - - --- - --- — - 5- 3 .'•' 31 DR 32) 31 OR 2 31 aR 3 - 31 OR 32 (� OUT � O _ 35 0-20 x 1 1/2" S.S.M.S. q, : ._C5�*._ (oPnom) *SEE NOTE G FOR HV LOCK . WI/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL)HDB—HVB OUT HDC—HVC R-LOCK,ON SHEEP 5. Q HV 'T" LOCK (OUTSIDE) S METR�C�L HD CENTERMATES SYMM..E7RICA.I HA CEXTERMADES G* 1�/L =LOCK-(EXTERIOR) 1y/-53-LOC K-Of -r'SERIES 9444 ALUMINUM (2D24-73 ALLOT)LARGE FLANGE THIN ©W®on©.Op®w1Q•Oat SHEET NUTSERT,PART/0820. 1 Q•®c,©��('la©�®w AS MANUFACTURED BY AWEL CHERRY 'LJ' TE%TORN,PARSIPPENY,NEW JERSEY ©•O7 •©a©•�] .®mA 07054 OR EQUAL . ..03 1D SEE NOTE ON LOCVNG RODSO HD®LOOKS ON SHEET 5 **MNNERSA.naTMG.—E(3 W.Hoo-Nlp Is -- — ---_ --'---—'---'----- VALID FOR ALL CEMFJWN6"PUCARGNs wRH BVDEO HDD—HVD•* FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone -- 1tt dull / 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ,'N%'tQ� .,:.... !r ,, BERTHA H V TM ?,•''��GENS '•P'':, �� �C ® ��� ® ®w� Accordion Shutter System No.441 7 H.V. MADE#1 W/OR W/O H.V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.N DESCRIPTION DATE DRAWN BY: M.P Association, Inc. OLD 17-107 /2/2oz DATE: 7 z 2a20 Qz' D355 N.W.36M.St,51a.30.5.VIRGINN GARDENS.FLORIN 33181 Z-O'•, STATE Phone (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive z DRAWING No rDOa:UK— '01—M West Palm Beach, FL 33407 s FCORI� e- CA-0006719 20-164 WALTER A.TIWT Jr.P.E. 4 ?SEAL/SIGNATURE/DATE FLORIDA Lc. 44167 5 SHE 9 2 6 OF i - A -POURED CONCRETE OR POURED CONCRETE POURED CONCRETE -POURED CONCRETE 1 CONCRETE BLOCK WALL 1 OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED �' BLOCK WALL REQUIRED BLOCK WALL REQUIRED j �;: BLOCK WALL REQUIRED ' EXISTING G /. E T CLASS � TANG GLASS ' CONCRETE ANCHOR EXISRNG GLASS .: � EXISTING NG G a 16"O.C. - ) SEPARATION - - ISTI 2"MIN. - j ' MIN.51 PA 7ION _L..I 2�iM� ..L-- }I� ( ry,. _ 1A55 (,..•' ,' To GLASS(SEE IN.56'ARAPON-7 r_.. .I MN.SEPARATION SCHEDULE ON SHEET . COS-1-} IQ TO Gil55(SEE T Cdl�(SEE MR SEPARATION ' 11 FOR BLADE OAND SCHEDULE ON SHEET 1/16"x3"MAX..-.-- 1 t i TO SCHEDULE ON SHEET (SEE 11 FOR BLSHEETADE (6063-T6)CONT. �O&9 1.11 OR 0 EOAN 1 I 1R BLADEOAI+D (LOCATE AT ---- OADIS O&FOR ALUM. CLOSER `_ ,— j / ` DES & 1/2 / I ON SHEET 19 FOR _ r� EITHER SIDE(�� _ ----- ` � PLATE. (LOCATE 1/2" / \ I r- 1 BLADES(.1)&Q� OF�) AT EITHER SIDE MIN!-- --`_. 1 _ _. _ -__ -._.__.___._-. - 1/2"MIN. ,_______-_.-_..--__.. O _L _—.-_ _ I _ , USE 1"OR 2•MAX. I 1 1 I - _ 1 —------ --- d10x1/2 S.M.S. APPLICAB ) LE x2"x1 8"xO'-2" #1Ox1/2"S.M.S. —_—__ a 16,O.C. _--- A MINIM CLIP ANGLE I 016"O.C. 4,� 4 063-T6 ALLOY)AT MIDHEIGHT — �--- O d10x1/2"S.M.S.TO®& I )1/4"0 TAPCONS ANCHORS TO ... •`�, ALL AT 1"O.C. (LOCATE A7 X (/S "a, SEE DETAIL X FO ♦ j r :�, `-) ., SIDE CONNECTION Q OR ® EITHER SIDE°F®) .O OR ® Ni I OR ®• SEE DETAIL X FOR 1Q OR �• TO TRACKS ---• --: _ �_c SEE DETAIL X FOR 4 . I ©«®«O•�«�«10•®« t__ SIDE CONNECTION ®«©•O7«®°w`1Q• 4 6 r «V'%:J «10•®« TO TRACKS %��«6, 7«_ �,®« SIDE CONNECTION0 TRACKS I 1p.®«©.®«®•®e, �•®«®'®«�'�«®'® ®'®«®'®«�•�«®'0 ®•®«®•® _MD CONNECTION DETAIL t� END CONNECTION DETAIL 2) END C END CONNECTIO L + REQUIRED ONLY FOR SPANS GREATER L 12'-0• POURED CONCRETE OR EXISTING _ CONCRETE BLOCK WALL - O _ 4 --- EXISTING GLASS GLASS 4 __..___..._____ " �' REQUIRED MN.SEPARATION d1u:1/z'S.M.S-- L TO cuQ(SEE ® 16"y.c• MN.SEPARATION Y ------ -------- SCHEDULE ON SHEET TO 1 FOR BLADE OAND CONCRETE 1/2'jMIN. SCHEDULE ON(SHEET ITT"`r�-� ---- SHEEP 19 FOR ANCHOR® ;!- O 11 FOR BLADE OPND (,1�, is 7 --.__— I.____ ____ OR)3 OR� 12"OC - /,—_—���-- .-._.—. ON SHEET 19 FOR -.> COANC H R ED S WADES O&0 _ OR(p O.C, r�____ __ /2"MIN.-- . I I'- �.---_--.-� ------ I __ r �'E---�_ _ _ ;--------- ! --I , - _1 2•MIN. _ �.- . EOM _„ = ©OR®OROOR 2" MIN. 2•MIN. "� F. SEE LIMITATIONS OF USE FOR T )+-- ----_�J I N. ----- BLADE lA ON SHEET 19 $OR OR�OR 1© VIEW Y OR � Ru PLAN (j)OR �• °` j ®«© O«O«10 ®« RETAIL X POU ED CONCRETE OR CON ETE BLOCK WALL ,D+�S«©.�®•®« END INSTALLATION REQUI ED �i°�®« •�©•®« ©•o•©«©'o' HV BLADE OR 44 HV WINDOW BLADE INTO O O«® ®«VV� CONCRETE OR CONCRETE BLOCK WALL. END L 5 O ®«O ®«@ O«©•® ELJD CONNECTION DETAIL© «®.® { FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �1�111t1}III:�/(ttt"'.. 02020 TILTECO,INC. @ 2020 EASTERN METAL SUPPLY, INC. o K,,....... . T BERTHA HV,,, Accordion Shutter System No.4416 = �� U w c ® ® ® H.V. MADE#i W/OR W/o KV.vrtN=BLADE 7tT TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ICY.N DESCRIPTION DATE DRAWN BY: M.P �iK'W Association, Inc. OLD n-1o7 �/2/202 DATE: 7/2/2020 o' STATE F _ �1 S N.W.38th.51.,Sta.305,NRGINN GP80EH5.RORIDA 3316' 4z68 Westroads DrIVe 2 %'9'•, Phone (305)871-1530.Fax:(305)871-1531 DRAWING No �',�r'•F�OR1 P.'\� c� e—mail:tilt...0-I.— West Palm Beach, FL 33407 3 CA-0006719 •'•••••• •••'.r\ \ WALTER A.TILLIT Jr.P.E. 4 20-1 64 ///p�8/0N !(1i�`1��SEAI./SIGNATURE/GATE FLORIDA Lic.0 44167 5 SHEET OF 20 CHEQ�IJU E_#_j aCHED -12 SCHEDULE A3 MAXIMUM SHUTTER SPAN" "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" MAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR '1-" ft. FOR 1NSTALIAnO�C ND CGE3_ IIi1 CENTERMATES. ® & (� or or ( ) OR •'L-" (ft.) INSTALLATIONS INSTALLATIONS W/ (�((yET�L�,t,�ENTERMATES *A, E & W/ ONE H.V. LUCK ® or ® or ort(jEg�gATE. F �& RY WOOD POSITIVE A.S.D. ALLOWABLE PRESSURENRATFOR NC. GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK ILj or® or® & W/ ONE HV LOCKS CENTERMATES & W/ ONE HV 'T' W NO LOCKING RODS 1 OR W/ NO LOCKING WALL D, E, M, N, 0, P, Q. L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE ® ® / MOUNTING L R, S, & V. A.S.D. DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.tU (VALID FOR MOUNTING NOTTOM SEE NOTES Y,tY SHEET 7) FLOOR/CEILINGI1,� (2) PROCEDURE T( DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING T, U, W & X WALL MOUMi1NG5 (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE &S.D.DESIGN wS.D.DESIGN 1 TIO wS.D.DESIGN INSTALLATIONS GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. RATING MOUNTING RATING & RATING FLOOR/CEILING MOUNTING GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (-.0 FLOOR/CEILING MOUNTING (P drJ OR ... ... _... .. .....-_ _.._._, I.0R-) _.._..._.._....... .....___-.._..._ I.OR-) _.,FLOOR/WALL,-MOUNTING_.._ DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. L+ (ft) I L-(ft) L+ (a) L-(Il) L+ (R) L--00 l+ (ft) l-(IQ 0 MAXIMUM SHUTTER SPAN 1+"OR 1-"FOR 30 OR LES: 16'-0" 16'-0" i6'-0" 16'-0" 30 16'-0' 16'-0' 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE -- -- -- - ---- - -- - - -- ------------ -- ---- --_70 105 pSf.AS.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND "L-". 35 14'-10" 14'-10" 15' 2'• 16•-0" 35 14 10" 14'-10" 35 15'-2• 16•-10" 40 13 10" 13 10 14 2 15' 2 40 13 10 13 10" 40 14 2' 15-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13 1 _ 13 1 13 4 14'-3_ 45 _13 1 13 1 _ 45 _ 13 4" 14-3' •I• HV CORNER CENTERMATE 83 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12 5 12 5 12 B 13' 7" 50 12 5 12 5� 50 12 3" 13-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11 10 12'-I° 12'-11" 5� 11 10 11 10 55 11-1' 11-11'• SHALL BE AS INDICATED ON MANDATORY CONDITION (f2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE _... ... NOTE b5, SHEET 5. 60 11'-4" 11'-4" 11'-7" 12'-4' 60 11•-4° 11'-M1° 10'-11' RATING: .._ _. -.. ._. .....__ ._.._.._ __._ .. ..._ DETERMINE: 65 10'-10' 10'-10" 11 1' il'-11" 65 10 10 10 10' 65 9'-5" 10'-1' - - - - - 0 -- --- --- - - L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6' 10 6' 10 9 11'-5' 70 10 6 10 6 70 L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1° 10 110 M1 11'-1" 75 10 1 10'-I' 75 - 8'-9" tt EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR INSTALLATIONS. 80 W-10" 9'-10" 10'-0' 10'-9" 80 9'-1 a" W-10" "L-"AND MAXIMUM AS.D. DESING PRESSURE RATING FOR -' - - -� - ---9' --- FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 9'85 9'-6° -6° 9'-9" 10'-5" __ _85 9'-6" _9'-6" INSIALLAl10N5 INTO CONCRETE OR CONCRETE BLOCK RATING: - - - - SHALL BE LIMITED AS FOLLOWS: 90 9'-3" I 9'-3° W-5' 10'-1 90 9'-3" 9'-3" DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING 95 9'-0' 8'-9" 9' 2" 9'-10' 95 9 0 8 9 Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. -- - -- -- --.--- ;-- LIMITED TO +64,-72 p.s.(. AND 8-0 U SPAN, SEE -= MAX. SPAN FOR FLOOR CEILING MOUNTING100 B'-9' 8'-4" 9' 0' 9'-7" 100 8 9 8 4 MOUNTING MOON SHEET 7. INSTALLATIONS. / OS 8'-7" 7-11 8 9 9-4 - 105� 8-7' 7 11'- THE 115 8'-2" I. 7 3 .8 4 18 11 115 -_e 2 ._„ SEPARATION TO GLASS SCHEDULE 7 3" M NIIMUM MAXIMUM LOW BETWEEN +",12+AN°LI EQUAL T02-" 120 6'-0" 6 11" 8' 2 I B—9"_ — 120 8-0" 6 11° (4) GO TO ANCHOR SCHEDULE WITH FINIAL MAXIMUM 125 7'-10° 6—8° 8' 0 ` 8—5" _ 125 7 10" 6 8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'—B" 6'-5" 7'-10" 8•—l' _- 130 .__7'_8" 6:_5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR - WIND ZONE SPACING. 13s T-7" 6'-2' T-8" T-9" 135 7•-r 6•-z" SEPARATION 140 7'-5" 5'-11"- 7'-7" 7'-6".._ - ....ido ----7:-e" .. 5•-11:._. ASTM E-1996 145 7'-3" 5'-9" 7'-5" 7'-3" 145 7'-3° V-9" TO GLASS 150 7•-2" 5'-7" 7•-4" 7'-0" 150 155 7'-0" 5 5 -7 2 6-9 .. 155 .. 7 0 5 _ 160 6'-11" 1 s 2 7' 1 s-7 160 -e 11 s 2 _ 1 THRU 3 1„ - - - 165 6'-10" i 5 1 7' O 6-4 165 6 10 5 1 170 6'-9" I}( 4 11 6'-11 6-2 _ 170 6 9 4 11" 175 W-7" 14 9 6' 9 6-0 175 fi 7 b 9 �-.. 180 6_-6" 4 8 6' B 5_,D ,6D_ 6 6,.- ..4 B �1) H V BLADE _ . 185 6'-5" 4 6 6' 7 5-8 185 6-5" 4 6' 190 6'-4" 4'-5" 6'-6" 5'-6" 190 6'-4" 195 6'-3" 4'-3" 200 6'-2" 205 s'-1" 4'-1' 6'-3" -1" 205 s'-1° 4'-1" FLORIDA BUILDING CODE Hon High Velocity Hurricane Zane 02020 TILTECO,INC. 0202.0 EASTERN METAL SUPPLY, INC. 14! 11 I I 11111j1 C® A u T. \c NS ® Accordion Shutter System ._ 1 Lv c. ® ® H.V. BLADE#1 W/OR W/0 H.V. WINDOW BLADE No.4 1€�;: American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY:MCLV./LG. * TILLIT TESTING & ENGINEERING COMPANY 2az DATE:2 Association, Inc. I OLD 17-107 1 7 2 0355 N.W.361A.St..St..303.MRGINIA GARDENS,rLDRIDA 3316t // //2020 'a STAI`OF � � P6<n.:(305)871-1530.F..:(305)871-1531 4268 Westroods Drive 2 DRAWING No �c7`� o-mail:tllle<<m«I.<0m West Palm Beach, FL 33407 3 O�'•, ZOl 10, .• v CA-0006719 G ``—''�`` WALTER A TIUJT Jr.P.E. 4 2O�" 64 1,,�N 7�,E�N i�/SIGNATURE/DATE FLORIOA u<.y 44167 6 SHEET 111 OF 20 MAXIMUM ANCHOR" SPACING (iO,) SCHEDULE FOR A GIVEN MAX_ SHUFTE'R SPAN, A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE POURED CONCRETE SEE MOUNTINGS A.B,C.D AND I ON SHEET 6) POURED CONC CONCRETE BLOCK TAPCON OR IAIAMUM (6)WALL HEADER_MOUNTING (A)WALL HEADER MOUNTING ®WALL HEADER MOUNTING UD WALL SILL OUMING (D)WALL SILL MOUNTING ` LL) "FlWA HEADER/SILL TAPCON WITH ADVANCED SPAN W/t1 W/Q7 W/ W/ _ UNTING T..., -.ORM TECHNOLOG (tt) AS.D.DESIGN NEGATIVE PRESSURE MDNG(Mf,AS.D.DESIGN NEGATIVE PRESSURE RATING .1,ASD.,OP51C7N NE:GATNE PRESSURE RATING(Psi AS0.,DESIGN NEGATIVE PRESSURE FAN NG,(Psl,AS.D.DESIGN NEGATNE PRESSURE RIpWG(P41 A5,0.0ES1CN NFG4INE PR nNG(PN ANTS SOLID-SET 30 40 160 75 190 120 160 205 JO 40 60 751 90 i120 160 205 30 40 i fiD 75 I 20 180I205 30 40 80 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 1 60 75 90 120 60 2a5 "'-"'-'------ 14 f 12 110 9 8 I It 6 6 14 12 10 .9 1 a 18. 6 15 14 12 10 B B 8 1 6 6 14 112 10 9 8 B 0 I 14 12 10 9 B 8 _6 5.5 8 f 8. B I 8 B 8 7 515 __BLU_E TAP __ 3'-0" 74 12 10 9 B 8 6 6 14 112 i0 9 1 E 9 6 6 11 12 10 e e e l 6 6 14 12 10 9 6 j e 5 6 14 12 10 s 9 8 6 B B a 8 18 6 B 5-I_9 TAPPER+ OR IES: 14 112 110 9 9 1 8 6 19 14 72 10 9 8 0 6 8 14 12 10 9 _13 e 6 '14 ,2 10 9 6 1_8_ B 3 14 12 10 B B 8 a 6 6 B B B B 8 a 6b 14 12 110 9 a 8 1 6 6 I4 12 10 9 e 0 6 6 14 12 10 9 8 8 B 6 14 12 10 9 e e fi 14 12 10 9 B B 6 6 B 8 B B B B a 7 - 14 I12 70 9 I.8_ a 6 4- 14- 12 10 9- 8 8 6 6 14 12 10. 9 B B 8--a- 14` 12 10 B4_ 4'-0" 14 12 10 9 8 8 45 4 104 14 12 to 9 8 6 6 4 14 12 10 9 8 e 6 fi I{ 12 _70 9 .B .8 Sb 14 12 10 B. 8 8 6 B B, a 8 _9 8 6 85 14 12 10 9 8 a 5 4 14 12 10 9 9 e 6 8 1M1 12 10 9 8 e l B 6 14 12 10 9 B 6 14 12 10 B 8 a 6 B a B 8 B 8 7 6.6 la 12 1D�s e a as 14 12 tD 9 1 8 8 6 JS 14 12 10 9 B B 6 5 14 12 10 0 75 - 14 12 10 9 74 55 - e e 0 8 7.5 58 4 3 # 5._. __ ._ 14 t2�10 9 e .8..45 14 12 10 9 e 6 6 35 14 12 10 9 8 8 5 fi 14' 12 10 9 -5 7 14 12 10 `9 8 68 5 .e B HB B 58, SEE ANCHOR 5'-0" 14112 10!s a 5.5- to ,z 1D e' a 5 4'S 14 iz m 9 e e 9 s td tz 1ii e e a -ii 12 iD__9 e 7 _ e` 5 8 6 'e` 7 5 -`a SPECIFICATIONS 14 I72 IO t 9 8 9 1 4 - 14 12 10 9^ 8 B 6 3.5 1a i2 10 9 B 8' B 6 14 12 10 9 6 1- - 14 12 10 9 8 7.5 - 8 8 B B 'B 7.5 5.5 4 ON SHEET 13 14 112 I10 i 9 8 5S 3 - 14 I12 10 9 8 B 4.5 14 12 10 9 e B fi 6 14 12 9.5 75 4 _ 14 12 95 7.5 E.5 _3-5 8_ 8 6 75_B.5 4.5 3.5 - ___ 6•-0. 14 12 110 fl e SS - - 14 12 10 a 8 B 4S 14 12 10 B B 9 6 6 14I12 .f0 B 8 4 14 12 10 `8 B 8 4 _ 8 8- B B_ B 8 B 7.5 14 12 10 9 B 8 - 14 12 1D 9 B B 5S 35 14 12 10 B 45 - - 14 _8 8 B _7.5 5.5 4 3 ___ 74 112 I10 9 e 5 - - 14 12 f0 9 8 8 4 - 14 12 10 9 a 8 6 S.5 19 12 10 9 5 I- - 14 12 10 9 8 4S - - 8 B I B 8 5 6 4.5 14 112 10 9_ 8 4 I- - 14 12 10 I B I.B 6S __3_ - 14 12 10 9 B_ 6 8 14 12 B 45 - - - 14 12 8 B_.5 5.5 - - _B B 8 65 5.5 4 3 - 7,-0. 14 112 10 9 e 4 - - 14 12 101.9 B 6S 3 14 12_ 10 9 8 8 8 14 12 10 9 8 - 14 12- 10 9^ B 7 - 8 e 8 a 8 B 75 6 14 12 10 9 4.5 - - - 14 12 10 9 8 4 - 14 12 10 9 8' 7 4 - 14 12 10 55 _ 14 12 10 9 85 - 8. 8 8 B B.5 9 35 Fo'- 14 12 10 B 7.5'3'75 I- 14 72 10 �9 B 8 - 14 12' 10 9 8 8 6 - 14 12 1D 6 - 14 12 10 B.5 7 - B B 8 8 7 5 414 I12 10 B 1.51 3 - 14 12 10 9L.8 45 - - 19 12 10 9 B_ 8 �-_ 14 11 7 14 _ _14 12 10 9 5.5 - 14 12 10 9 8 45 - 14 12' 10 9 6 - I- 14 12 10 7 4 14 12 10 B 8 3 - 6B B e B 7 4` - ' '- t ♦SEE LIMITATIONS OF USE FOR 14 12 10 5.5 3 - - 14 12 1D 1.914 12 10 B 8 SS - 1412 8b 3 - 14 12 BS 7 4 - 8 B 8 7 i5.5 4 3 - 14 112 110 9 5 - 1- - 14 12 1D 9 a 4 - 14 12 10 9 8 B - 14 12 9.5 - - 14 12 9.517.5 4S - e 8 8 7.8 6 4.5 - BLADE 1A ON SHEET 19 14;1210 6.5 4S - - - 14 1210 9f751 - 14 12 10 9 8 13 BS 4 - - - 13 BS6.5 5 - a 8 6.5 5 _4 3142 I10 6.5 4 - I14 12 10 9 75 - 14 12 10 B B - 14 12 10 5 14 12 7D 9 55 _ 0 J 8 B B 8 6614 12 I8.5 1 4 - - I- - 14 12 10 9 4S - 14 12 10 9 7.5 14 11.5 4.5 - 1 14 115 7.S 6 - - B 8 7.5 6 54 - 14 112 10 6 4 - 1- - 14 12 10 9 7 - - - 14 12 10 9 B - - 74 12 5 - - - 1- 14 1i 8 6.5 - 1 - B 8 8 8.5 5.5- 414 12!9.51 5 3.5 - 1{ 12 10 B 155 _ 14 12 10 9 8 1_115 B5 - - 15 BS 55l.- I 14 12 I9.5I 5 3.5 _ 1 4 _-14 I12 10 9--(55 - 14 12 10 9 B_I 14 12 _7 t - 14 12 10 7S 5- BB e B B 75 45 - 14 1 12(5.5 3 - I- 14 12 10 fi_ 3 _. 14 12 10 9 6 i Ij 14 105. 3... -1 .,,. 14 10 5 7 3.5 - B B 7 5 5 4.5 3 S 14 112 1 9 4.5 3 - (- I- 14 12 10 9 5 - - - 14 12 f0 `9 5 1- -1� 14 11 - - 14 11 7.5 - - B --8 7.5 6 5 14 I12 17 I- - - 71 12 10 f- - 14 12 10 0.5 8 - - 10.5 8 5 _-, - I 14 14 12 7 I- - - - 14 1.12 10(,- - l4 i2 10 - 14 12 5 - 14 12 f 10 _ - I 8( e 8 BB 7 35 _ ... 14 12 1 4 - I- - 1- I4 12 10 - - 14 12 10 -, -_ 29 95 - 2S 45 6 I- - a a 61 4 3 72 BSI- 14 12 10 14 12 10 3.5 to 14 10 7 - - 1- e e 7 5.5 4.5 14 12 15.5 - - I- - 14 112 10 - - 14 12 10 - 95 ) - - - 9.6 7 3.8 - 14 112 5.8 1- 14 12 10 - - 14 12 1D - la 12 4 14 12 10 B I B B B 8 6 3 - _ _ I _ _ 12'-0" 14 j12 i31- i-.I 14112 B - - 14 12. 10 ,_11555 IRS BS 46e 584.5 4 _ 14 12 5 - - I- 14 12 10 - 14 12 10 125 9 - - 135 85 45 - - 8 8 8 5- 4 - -- 14 12 - I- - _ _._ 14 1,2 - 14 12 _ -- - -__ \9 IS B 851 B B.5 4S 351 3 14 12 14 12 - ,-,.- -. - 14 12 1 �- ,. -__ 7 12 --...I - 14 12 - - 8' B 8 B i8 45 - I 14 10 I_ _ I_ _ _ 14 12 _ _ _ _ to 12 i _ _ _ _10.5 55 19A_ b _ _ _ e.._6_ s 4 l J_5 _ (B� 1 1) HV DE OR �) HV BLADE _'I_._I.-. '_'I- 14 12 - - - - �- - 141121- - _ �- _ I- 11.5 8 _ _ _ 1__- _ =-11.58.5. _ 8..--8 5.54.5...- „112 W/ HV WINDOW BLADE ,4 12 - - _ 11 ,•. ,2 ;; ;4 6 _ - _ _ _ WORKING IN UNISON 14'-0" 14 12 i- I- - III- ' I - _74 12�- -_ - _ - _ - - 14 12 __ 8 8 6 8 7.5 4 - 14 1 7 - - I- 1 14 12 - - 14 12 10 4 - - _ I= 10 751 - - 8 7.5 5 4, 3 - - - .-_ __ _ .. I_..- -_ _ 14 II1.5- - I- - i- 14 12 1M1 12 0.5 4 10.5 81- -1- I a B 5 4 -- 14 I_ _ _ _ _ _ 14 I I 1a - 7S _ ).5 -..1 ! - 7515.5 3.5 3 - - 14 - j- (- - '- -1- 14I. 1 I _ 14_ -_. - 14 - _I I4 I - 8.I 8 8 7 7 3.5 - 15-0" 14�_ 14 1 -.._.. 14 -._) 9 - 1.4,5 3.5 3 - _ isj- t_ - - 1- `- 1- l4 - I- I- - - - - l4 = -'- - - 10 - - - - -1- - to .6.. 7.5 5-i4 - - - 1a I- _ i .. 14 .-_ is ._. - _. to - _ is - e Bg� a517s 6 J _- 16'-0. 14 _ I .. .__i-.. ...74 - I' f 1a -_ - e - - B- - --_}�- a e3 4135 - t 14 _ f- _.._ f 14 - - - _ 1._ _45 - g.5 - -�1- a 7 4.5 - FtORDA BUILDING CODE(Non High Velocity Hurricane Zone, 111 LI1 (kA� 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHAHVTI EN f- C® I Accordion Shutter System No.441 N ® L� RV. BLADE#1 W/CR W/O FLV WINDOW BLADE *• * 'j� 202C7 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV,N DESCRIPTION GATE DRAWN BY: MY6055 N.W.361h.St.,Ste.305.VIRGINIA GARDENS.RORIDA 3310: A$9OCIat1t On, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 o'• STATE Phone:(305)871-1530.Far:(305)871-1531 4268 Westroods Drive 2 No %9p� c 0R1 ,`4� e` .-it:UIR-0 1-rh West Palm Beach, FL 33407 3 DRAWING CA-0000719A.TILLIT Jr. 2Q 16'4 ' asS�ONAI \ W LTER FLORIDA U..111 44167P.E 3 SHEET 7"" A INP SEAL/SIGNATURE/DATE a 12 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A N AY. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A._S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE 13LOCK IN_STAU_AIMS (SEE MOUNTINGS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCIREWCO IORETE SLOW POUlI CONCRETE A) TO EXISTING POURED CONCRETE: (Min.Pc-3 k6T) MAXIMUM E@WALL SILL MOUNTING ©CEILING MOUNTING QH FLOOR MOUNTING 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.1'c 3 ksi) SPAN ANCHORS SPACING LEGEND 1/4'0 x 3/4"ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. V. 3 ksi) (ft) SD.DESIGN NEGATIVE PRESSURE PALING(pot isD DE1G1 NEGATIVE PRESSURE RAlINO SD.OEM NEGATIVE PR691RE RA11NG 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'0-2 ksi) ` -"'- TAPCON OR 30 40 60 7S 90 i120 160 205 30 40 60 75 90 12 160 205 30 40 60 75 90 12D 160 5 - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WRH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.f'c-3 ksi 14 12 10 9. 8 I B 6 5,5 t4 12 1D 9 e a 6 6 14 12 10 9 .8 B 6 -6 THREADFORM TECHNOLOGY ( ) 3'-0' 14 72 -10 B B I B 6 6 14 12 10 9 8 a 6 6 14 12 10 9 9 B 6 6 D-$ET NOTES: OR LESS 1a 12 10 B 8"I B 6 6 14 12 10•�B B e_ B 6 14 12 10 .e 13 -B 6 6 BLUE TAP W CAP A7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 B 8 B 5 7 14 I12 10 9 8 8 6 -8 14 12 10 9 8 8 6 6 _� / 14 12 10 9 8 7 5 75 14 12 10 B B e 8 6 14 12 70 9 e 8 6_ 5 TAPPER+ ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 14 12 10 9 a 8 6 8 14 12 16 9 6 6 8 8 14 12 10 e 8 B 65.5 4'-0" - -� --� �- -- - A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMI3JT 14 12 10 9 8 e 6 4 i4 12 16 9 e. 8 6 4 14 _12 10 .8 EI e 4 3.5 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 74 12 1 10 9 6 B e 4 5 14 12 10 9 e 8 B S 5 14 12 10 9 8 8 B 4-9 1'MINIMUM FOR WALLS WITH NO STUCCO. 14 112 10 9 7.5 5.5 35 11 12 10 9 11 B 6 5 14 12 10 9_ 6 7 .5 4 0 SEE UMAAII'S OF U1E FOR 5'-0' 14!12 10 19 8 8 f 6 6 14 12 11O a e 8 i B 55 14 12 1- 9 _0 8 s _4.5 1�y oN srcEr 19 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 1 tO f 9 8 7 14 _14 121 10 9 a 6.5 _5 f 3A 14 112 t 10 8 B 6 5 3.5 J ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 9 -8 7.5� 14 12 10 9 8 8 6 4.5 14 12 10 9 B 6 4.5 3.75 NOTES A1)&A.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 14 12 9.5 75 6.5 4.5 14 12 10 9 8 75 55 a 14 12 10 e 8 6 45 39 INSTALLA11ON INTO EIPS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 10 9 6 8 8 14 12 10 9 8 8 8 5 14 12 10 9 a 65 5 3.5 14 12 10 9 I7.5 5.5 3 14 12 10 8.5 7 55 4 J 14 12 8 85 55 4 S (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ._ __ .. _. ._ _ .._._... _ to 1z 1D�9 I a !8 - u 72 tD 9 e e$ 5 3.76 74 12 10 8.5 B 5 4 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUILDER. 14 12 8 8S S.S i 3 - 14 12 10 9 e 6.5 4.5 ].5 14 12 10 0 7 5 3.5 3 - 1/4'D x 3/4'ALL POINTS$DUD-SET ANCHORS,AS DISTR63UTED BY ALL POINT$SCREW,BOLT&SPECULiI'COMPANY. 14 12 IO 9 e 8, 14 12 10, 9 8- 7 -5 4 14 12 16 B 7.5 5.5 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. '- -- - 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY OR ANY 7-0" t4 12 l0 8 7 4 14 12 9 75 . 45 35 - 14 112 7 55 45 35 _ OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 I12 10 IB.S 7 14 14 12 10 9 75 - 4 74 12 4 7 75 45 - 14 11 7 15.5 4.5 - _ 14 12 f0 9 75 5.5 4 14 12 9 7 .6�45 J _ _ NOTES: I4 12 10 9- 8 65 14 12 10 9 8 4 14 12 10 8 6.5�5 35 - 8'-0" . -- . - --- - --- - -- -- - - ---- --- --- B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1 4"AND TAPCON 14 12 B.5 7 55 3 14 j12 a e51`S5 4 3 12S 9S fi_ --, WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". / 14 12 9.5 7.5 6 14 112 9.5 8 1 6.5 5 14 12 0 8 6.6 4 13 19.5 6S 5 3.5 - - - 14 12 10 a 65 5 - 14 12 1 65 _5 4 - B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO IRS 9 e - - - 14 12 10 9 7S 45 - 14 12 B5 7 55 4 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO to,775 7s e 4 - - 14 11 T 55 5 35 - 11 a 56 46,56 EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. _ 14 t2 B 6.5 4.5 - 14 12 8.5 7 5.5 4 14 10.5 7 5,5 8 45 57.5.8.515.5 4 - - I- - 14 12 9 7 6 45 - l4 11 7 _5.5_45 ]5 - - CASE THAT R STONE.PRE . .j. .. - .-_1. _- __ B.3)IN CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, PRECAST ON CAST CONCR 10'-0" 14 12 10, 9 7.5 - - - 14 12 10 B 65 5 - 14FI 12 e 6 5 4 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON t4'1 D5I 7 15 35 1- - t3 95 6.5 _5 a 3_.-I,- 10�75 5 4__3- -. - NOTES B.1) &B.2)ABOVE FCR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. t4 11!7.5!5.61- - 1- - 14 t15 9 6 5 4 - 25195 6 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 10.5 8 i 5 - - i 14 12 8 6.5 56 4 - 13 10 65 5 - T t4 12 110 - - I- 14 12 B 76 46 - 14 165 7 66i45 35 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. r 5 1 - - i 12 9 6 45 4 3 9 7 45 3A _ 7 - - - -� 14 105 7 66 45 1.5 66 55 45'775 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.O.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. ILA B.S I4.5 - I- I- 141157.5 B 5 - 12I9 6 45 4 _- 2.5 B. 9.5 7 12'-0" 14 112 I tO - - _ 14 l2 B 6.5 SS.___-, 13 10 BSl. ' S4 _ ---I f�7�pJQLJ�E VER$ $-�pyCJpf-(1�C}fEpyLE_[pg�E((�`8Dg5, 14.5 - G- �- 11 8 5.5 4 J S 7 - - 8 6 4 3 - -- - { MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING t I _ _ _ _ .- _ .. .. _ _. .. _ - __ -_ 13 9.5 6.5E 5 4 1- 0.5 B 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. - - 14 105 7 5.5 457 - 71 86(55 4.b 36 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' t4 tz 1- I,- - is 115 L "6 s i`{_ - 12-9 a 45 a - FACTOR 10 . 5 4 J 1 - 75 55 4 3 - ACTUAL TAPCON WITH ADVANCED TAPPER + zs BS I - i2 9 e '4.5 95 7 5 4 - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP a 6 - 13 95 fis 5 1 105 75 5 4 - - NV LADE OR DICFANCE MIN.SPACING la 12 - - I- i I _ 1.4 105 7 5.5 - - 71 I S 31 45 - I E.D. MIN.SPACING 3' MIN.SPACING-3' MIN.SPACING-3 1/2- MIN.SPACING-3- 3 3/4- 4' 14'-0" - I 1 9 7 45 SS "7 5 36 3 - POURED CONCRETE& POURED DD�E CONCRETE UUXIK POURED CONCRETE& POURED CONCRETE&TaHtED g DDNaaEIE BIOTIC 1 1 I -- -- - - CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK 4.5 - B 85 4 6 - E.D.- k1IN E.4.3 1/2 TAN.ED.-2 1/2' 0. 3 E0. MN E4.3 7/2'MR E0..2 1/1' 12 B B - - 95 7 45 - - " - i BLADE WORKIONG �• MN E1.03 0.90 l,o _Eo78 r MM,0 3 oea T D 14 - - 1] 10 65 - - 106 8 5 _ 9 L,_ i__ I e.S 6S 4. - 65.._5 3 .__i ..__ 2_7�2_ ._.. _ 0.81 1.0_. _-___ _... ......_ .. ._067 _ ...,1 D __- ,0 - - - - - - 10.5 a 5 - - - 1- 8.6 6 q - -1- - - 2• - 0.71 - - - 0.51 IN UNISON __ _- _ 7 _ _ _ _ _ I 1 11.5 8.5 5.5 - - 9 L1l85 4.6 - -I -_ 1_,/4. _ -- _0.91 43 16._0. 1B -.i 85 9a 4 _.- _- e r 45 3 7 1 1 2". _...0.5.... _ - ___._ _ __... ..__ __ .0.35 _10 75 5 I- - I _-_ - 6_.__•. 1- _ i I_.- . - - - 6 4 - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone NS111 it 1il1ff�i c202O TILTECO,INC. ®2020 EASTERN METAL SUPPLY, INC. BERTHA� KA a V T. E sF ''� Accordion Shutter System E C ® �N C. ® m ra ® H.V. BADE#1 W/OR W/O H.V. WINDOW BADE No,44167 - American Shutter Systems __*': •f:�'*//_' TIT TESTING & ENGINEERING STATE F 635 COMPANY 2D CIO y EY.M DESCRIPTION DATE DRAWN BY: M.P `� 5 N.W.36th.St.Sto.3CU,VIRUNA CNDENS.FLORIDA 331M Association, Inc. 1 OLD 17-107 7 2 202C DATE: 7/2/2020 A' Phan.:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No O�•. �(�Rl P .•'`k a-mall:Ulte-00al.aam West Polm Beach, FL 33407 3 ZO-�64 �'•, \• \ CA-0006719 4 S/ONA ����L' /SIGNATURE/DATE W Rion u I Jr. s SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in.l S HEDULE FOR A GIVEN MAX. SHUTTER SPAN, A S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INS 1 I ATION SEE MOUNRNGS I,Jr K&L ON SHEET 7) POU ETE POURED CONCRETE CONCRETE BLOCK ANCHORS SPACING LEGEND (I IWAIH OVER& it TRENCH Oj RAINGUARD MOUNTING QK WALL/FLOOR MOUNTING WALL/WALK OVER MOUNTING MouwnNc -, TAPCON OR (N) AS.D.DESIGN 1&rATNE PRESSURE RATING(pd PR G(pvt\50.D6G 4MiWE PRESSURE RAONG AS.D.DESIGt1 NEGATIVE'PREsslme RNIIRG(p,1 TAPCON WITH ADVANCED 30 40 Sol 75 190 120 180 205 30 40I 60 7S 190 I2 1160 205 30 40 60 75 90 I120 160 2DS 30 40 60I 75I 90 120I160 205 THREADFORM TECHNOLOGY 14 12 10 9 B B 6 6 12 12 12 12 12 1.5jOS 6.5 17 7 7 7 7 7y 55 5 _$ S 5 5 5 5 _5 -- -! - 1 -1 - -- -I -- t"- - - -- - ALL POINTS SOLID-S 14 12 10 9 8 8 6 6 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 6 5 5 5 5 5 5 _ R LESS 14 12 110{9 B I B B 16 12 12 12 12 10.5 8 6 4.5 7 7 7 7 7 7 7 65 3 5 9 3 5 5 6' S BLUE TAP -- 14 12 tO 9 e B 6 6 12 12 12 12 12 10 7.5 E 7- 7 7' 7 7 7- -7 I7' -5 5 5 5. 5 �'S 6 5 ---------- 14 112 l0 B B B 6 6 12 12 12 12 11 5 B.5 B S 5 7 7 7 7 7 7 5.5 4 5 5 5 S 5 5 5 4 --- 4'-0" 14 12 10 B e B 6 6 12 12 12 12 12, 9.5 7 5$ 7 7 7 7 7 7 7 7 5 5 5 55 5 5 'S 14 I12 10 9 B B e 6 12 12 12 96 T 0 45 35 - 7 7 7 7 7 6.5 5 5 5 5 "5' 9 5 5 5 14 12 10 9 8 B 6 0 12 12 12 12 10 7.5 55 4 7 7 7 7' 7 7 7 55 "5 5 5 5 5 5 5 5 14 12 10 9 B e 6 B 72 12 11-2 11 9 7 5 4 7 7 7 7 7 55 4 ] 5 5 5 5 5 5 4 3 5' 0 14 12.10 B e e 6 8 12 12 -12 i2 10 75 55 4 7 7 7 '7 7 7 7 7 5 5 5 5 5 S 5 5 _. _. 14 12 10 9 B 8 1 6 8 12 I12 95 73 B 45 3S 7 17 7 7 7 7 5 JB 5 -5 5 55 5 5 4 14 12 10 9'-8 8 6 6- 12 12 12 95 6 6-45 7 7 7 1 7 7 7 5.5 4 5 s 5 5 -6 s 5- 4- # SEE ANCHOR 14 I12 10 9 -B e B [6- 8 12 12 11.5 9 75 56 4 3 7 7 7 _7 7 45 3.5 5 5 6 5 5 45 S5 SPECIFICATIONS 14112 10 9 B B 6 12 12 12 10 8 8 45 35 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 6'-0 --- - ON SHEET 13 14 1210 9 B B fi 6 t2 12 B 8 5 4 3 7 7 7 7 7 53 4 $ 5 5 5 6 5 4314 12 10 9 B 8 6 12 12 10 B 8.5 5 .76 7 7 7 7 1 6 4.5 - 5 5 5 5' 5 5 4.5 - 14 12 10 9 B 8 6 6 12 12 10 B B$ 5 3.5 - 7 7 7 65 55 4 5 5 S 5 3 4 3 - 7_0. 14 12 I10 9--�B, 8 i6. _6_ 12 10 8.5 5 46. 75 3- 4 3 7 7 7 7 7 7 7 e 5 5 5 5 _5 1y3 5 -_!- 7 7 7_._7 65 5 ] 5 5 5 5 5 5 35 S 14 1z 10 se B 6 5 iz lz I3s 7 35 I 7 7 7 7 7 s - 5 5 5 5 3 S 4 = VALID ONLY FOR UP O -7 14 12 10 9 e 8 6 - 12 12 65 7 5 4 7 ) 7 7 55 <6 3 5 5 5 5 4.5 35 .L.. ._ ._ _11 ., II - O PSF A.S.D DESIGN PRESSURE 14 12 10 9 8 B B - 12 12 10.6 7 5 6 4.5 3 5 I 7 +7 7 7 7 7 7 4 5 5 5 S 5' 14'12 10 9- 5 8 8 _ 12 9 e 45 4 3 I7j-,11ff 7 7 7 5 4 5 s I s 6 s 4 I-J - RATING & R SPANS PER FO 14' 12-10 t 9- 8 B 16 12 11 7S 6 5 .i5 -7 7 7 I7.5 6 4.5 - ' 'S 5 S 15 5 4.51 _ SCHEDULE #3, SHEET 11 14 12 7D 9 B B - - 12 1 5 7.5 5 3.5 - 7 7 G 5 5 4 - - 5 5 5 5 4 3 - - _.__ __. 9r_0. 14 12 10 8 B 8 - - 12 12 9.5 1�15 5 551.4-_ J - 7 7 7 7 7 7 B 3 5 5 5 S 5 5 5 5 14 12 10 B B 8 0.5 8 5 4 3.5 - 7 7 7 6 5 3.5 - 5 5 5 5 S 4 3 14 112 110 B B B - - 12 10 6,9 5 4.3 - - - 7 7 7 8.6 5.5 - - - 5 �5 �5 5 5 - 14 12 10 9 0 e 12 0.5�7 55 45 35 7 7 55 4.5 JS - 5 5 5 4.5 J.5 10'-0"14 12 10 e 8 B - 12 11�8.5 6 5 35 _ 7_ 7 7 7 7 7 4.6 5 5_ 5 5 5 5 _5 4.5 14 12.10 19 _8_ 0 -_9.9 7 �4.5.3 5 _3 _ 7 7. 7 5.5_4.5 - 5 5 5 5 45 3 5 - 14 12 10 9 8 8 12 e 6 5 4 7 7 7 6 5 5-'5 S 43 -5 -- 14112�to 12 B51 6 5 4 3 7 7 5 14 3 _ 5 5_15 4 J51 - 14 12 10 9 k 0- 8 12 10 _7 55 45 35 7 7 7 7 7 7 3.5 5 5 5 5 5 5 5 4 11-0 14 12 10 B B B -_&5 BS 4 35 3 7 7 6 5 4 - 5 5 1 5 5 14 12 10 9 15 8 11 8 5.5 4 7 7 7 33 45 5 5 5 6 4.5 14 112 I10 9 B - 15 BS SS 45 35 - 7 7 t5 J.5 - S S_45 35 3 - C.1, HV BLADE ONLY 12'-0' 114 1 12 4.I 12 10 9 I8 1B BB 45 3- 4... 3' ._ ,7_ 7 55 4.5 33 6 3 5 5_ 5 46 4-I3 43 33 13 14 12 10 9 B - - 10 7.S S 4 - - 7 7 B 5 - -_ 5 5 5 5 4 14 i12 10 9 B OS 8 5 4 35 7 8.5 4.5 3.5 Y 9 5_45 S$ S 1 14 112 10 9 B - 15 05 6 45 35 3 7 7 7 7wm- 5 5 5 5 3 1 5 45 35 13 0"14 1i2 16 9 8 ( - 7 55 3.5 3 1- 7 i 5 4. 3 5 4 _3 If. . .,.._ __ __..._ -_. _ ( _ 14(12 10 8 B - - B 7 4.5 .75 4- - - 7 7 S5 4.5 - - - 5'�5 5 4.5 4 - - I' 114 124 I12110 9 -A'_'- _ 10 7.51 5 4 3 !- I-_I_ 7 5 5_ 4 - 14'-0" - - O S B 15.5 4 JS _.-.( -7_ 7 7 7 7 4 - S_ 6.1 5 5 5 5 4 3_ 14 12 10 '9 - - I- - 85 5 (3 7 7 5 3.5 - - _ I4 12 1U -9 - 85 85 4 7 7 5 4 5 5 5 4 - 14 12 10 - - 9 ) 1 -ti 35 3 7 55 35 - 5 5 +35 3 - 15 0"14. 12�10 f I 10 75 5-I 4 3. - � 7 7 77 7 15 65_If 5 5 9 5 4 3 14 12 10 - - B 45 J` 7 7 {5 3 5 5 45 35 - 14 'i2 10 - - - -- = B -5 -_ _ _ -7- 7 -5- _._-. _ _ s _s 5.4_ 11 12 10 - - 85 65 4 35 _ 7_5.5_3.5 - - -__5 5 35 '7 _ 14 12 I70 - 95 7 4.3 35 3 - 7 7 7 7 6 3 _ - S 5 5 5 5 451J5 I _ -. B.5 4 `_ _ _ 5 5 5 J51- ±_ IV!- 14 12 lU - - r--i.5 5.5 U.75 - _ - 7-i as 1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone ````�11�R111)IIIU� V77 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. ��•�P����GEN F!T���; BERTHA HVTM rr ® Accordion Shutter System No.44167 .ter_ /�i G M O 1 a c. ® ®AP M® H.V. MADE 1 W OR W/O H V.N1NDOW EVADE --3 American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y Ev,n DESCRIPTION DATE DRAWN m: MR STATE F 0.V6 N.W.36th.St,Ste.305,VIRGINU OMOENS.RORID4 W16 Association, Inc. OLD 17-107 1 2�202 DATE: 7/2/2020 Phono (305)871-1530.Far:(305)871-I531 4258 Westroods Drive z DRAWING No '40RI Q•.'� e-m11;Ulte<o®ool-m West Palm Beach, FL 33407 3 20-164 ` �` CA-D006718 °7asS�ONA�1�����SEAL/SIGNATURE/GATE WFLORIDA U-j 44167E 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f_) AND CORRESPONDING MAXIMUM ANCHOR SPACING ('in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). !E3 U E==;t !E�T FR ,n�.-T- E- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOU IN No. SPRUCE PINE SPRUCE PINE 1/2- MIN. COX 2201%(J MIINFl.G VO-5, FIR NORTH FIR SOUTH DOUGIAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G-0.36 PLYWOOD MIN. G�0.50 W/ MIN. G=0.43 W MIN. G=0.36 LAS I.W(IMUTA SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS FLOOR MOUNTINGS FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS E.O. WALL MOUNTINGS B.O.WALL MOUNTINGS M, N, O & R W & X M, N, 0 & R W & X M, N, O & R W & X P & Q S &V S&V S&V SD RSa1 I.TAM R�1FE FAIXIi(ryl) SD D9N NGmF FFn9PE R6FG(F!) Fn.D9al M610A IRDIS PAAG(ysn SA R901 IVAtNE RtIDh FA1LA(pQ ASn D9QI IE6IIAE RLIDFF R61C(pS) SD Of90T IE1Ahi PPLL<9lfE FANG(ytQ Sn.1 1 � I I nt RdIDEd SD WO NMM B7S RM V.9 Sn M1M®AR MYSM AN(p4 lS6 D0 MAIN IRMK I=(4 6017590 O 40fi0 7590105 30 0 60 7590 OS 0 40 60 5 0 3040 0 75 90 OS 30 40 6075 90 OS 0 40 60 9 0 S 530 7 30UX[6E 790O(d 60 �1'-0°okLzss 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 -4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 I: 12 12 12_12 4'-0 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 B _8_ 6 6 6 6 6 6 12 10 10 B B 8 6 6 6 6.. 6 6 6 5 4 4 .4 3 12 12 12 12112 Ti- 17 12 12 12 12 12 12 12 12 12 12 12 _ ..__......_ -._. -6-, . .__._._ __ ... _ -._____.-__ _ 12 10 10 9 _8. 8 6 6 -8 6 6 55 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 fi 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 1 12 12 12 12 12 12 12 12 0.5 6'-0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 B 5 6 6 6. ,5 5 4 5 12 10 10 9 6 3.5 6 6 6 fi 5 4 5 6 5 4 4 3.5=12 12 12 12 12 12 I 1 12 12 12 12 12 12 12 12 12 10 8S 7'-0" 12 10 10 9 6.5 4_ 6 6 fi 5 4.5 4 12 10 10 9 5 3 6 6 .6 5 4 35 12 10 10 7 3.5 - 6 6 6 5 4 35 6 5 4 4 - - 12 12 12 12 12 1 12 12 12 12 12 10 12 12 12 0.58.5 7.5 8'-0" 12 16 110 7.5 4,5 J 6 6 6 5 4 3.5 12 10 10 fi 3.5 u 6 6 5 _5 3.5 3 12 10 .10 4 - 6 6_ 5 .5 3.5 3_ 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11_9.5 12 12 1.5 9 7.5 fi.5 1210 10 5 3,5 6. B. 55 53.5 3 12 10 9_,4_ B 6 4.54 3 3 12 10 4._3 .-, 8__ 6 4.54 3 3 fi 5 }5 - 12- 12 12 12_1210.' 12 12 1211. 9.58.512 12 10 B 8.55.5 0 B 3 - 6 6 4 }.5 J 12 10 3 - 6 6 4 ,5 3 - 6 5 12 12 12 12 1.5 9 L 12 12 10.'8.5 7 5 12 12 9 7 6 - 10'-O° 12 10 7.5 4 - ..._ 6_., 6 5 4__3 .._.�?_�_ ._.._ ... _ .._...._ .. ...._,... -...__ .._ .-4 . - 9 11'-0- 12 10 5.5 - ,.6._6,45___.=._.12 11 4.5 -. ___ 6 5.5 3.5__._ 1.2. 10- _ e 5.5 4 - - (i 5 - - - 12 12 12 12 10 8� 12 12 12 5.5 8 7 12.12 8 655.5 4.5 12'-0" 12 10 4.5 - _,. 66 .4 _- _ 12 10 3.5 _ 6 5 J_5` _ - 12 10 6 5 35 _ _6 5 _- - 12 12 12 1 9.5 8 12 ;2 11 85 7 6 12 1._75 6 5 _4 4-0- 12_.I 10 10 _ _ ,fi 45 - - - - 12 7.5 - - - I 6 4.5 1- 6 4.5 - - 12 12 12 10 8.5 7 5 12 12 10 a 6.5 5 5 12 O. 7 5 5 4.5 4 14'-0' 12 10 - _.6 5.5 - -.,_-_ 12. 7 -., S 4.5 - - - 12 1 7 - - - 5 4.5 -1- 6 3 - 12 12 12 9 5 8 6 12 12 9 5 7 5 6 4.5 12 9,5 6.5 5 4 3 15' O" 12 - 6 .._,_, - - 12 - - - 5_- _ - - 12 I- - - - 5_ - - - - fi_ - - 12 12 11 9 7.5 _5 tl 12 85 7 6 4 12�9 6 5 4 1 11.5�- - 5 -� - - 6 - - - 1- 12 12 10._8.56,5 8 67 5 3 11.58.55.5(4.53.5 _ _ _ (j) HV BLADE OR (T) HV BLADE W/ 1.6) HV WINDOW BLADE WORKING IN UNISON® ♦SFZ uMAAnON5 or usE FOR BIPDE IJ ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING:-SOUTHERN PINE No.2 W/G-0.55(N.DS) -1/4°0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.O.S.) EACH SECTION ON SHEETS 18&17, -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.O.S.) -MIN. 1/2"COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, `\� 1�1111T1������''' 02020 TILTECO,INC. m 2020 EASTERN METAL SUPPLY, INC. ,"low l`\\w ........ ...•,,�� BERTHA H tl TM P �t✓EN Accordion Shutter System c Ste: _ � �� ® 1 N c. to s s H.V. BLADE#1 W/OR W/0 H.V.WINDOW MADE No.44 6( _ American Shutter Systems IEV.N DESCRIPTION GATE DRAWN BY: M.P • TILLIT TESTING & ENGINEERING COMPANY z* * 0355 N.W.36th.St,St,.303.YIRGINIA GARDENS.FLOMDA 3316! Assoclatlon, Inc. I OLD 17-107 /2/2a2 DATE: 7/z/2020 STATE f CL Phone:(305)8.oil:U0.Fox:(305)871-1531 t Pai We each,s Drive 2 o P / .-.oil: 0006719 West Palm Beach, FL 33407 s DRAWING No '•. F cA-ooss7t9 i�j/'���nn,O ( '� WALTER A lJ r Jr.RE. 4FLORID 20-1 64 �EAL/SIGNATURE/DATE 6 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n NV WV BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1( ONLY SHALL WALL FINISH MAX. LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & 1/4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE-..Cl)& RA) WORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY -" L"-' ""I 1/4"0 TAPCON OR j W/ 1 1/2"Min.PENETRATION I _TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO I W/ 1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING • I EXISTING WOOD HEADER. WOOD HEADER (SEE SCHEDULE ON SHEET 15) M!N SEPARATION N lI (SEE SCHEOULE ON SHEET 15) - UL I TO CLASS(SEE I I I' ���OR�I/y I/+ A I .. 1/4'0-2ax3/4'S.S.MACHINE SCHEDULE ON SHEET I 10R'18 SCREWS W/ 1/4°-20 NUTS I'�—11 F BLADE mPNO IlllLl .7 \. 012"O.C. ON SHEET 19 F k EXISTING I' BLADESO&GLASSY I < n j _ � FINISH/ { C c'niL — .. I _ WALL 1 l l a 1�I�Tali\, 1 I—OPTIONAL -WALL LJ� IIJ EXISTING MIN. I I ._ FINISH I •11K`\Y\1111\ \ .l._.._ 11 2 4"WOOD I III O ' EXISTING MIN. OR II HEADER REQUIRED t f)OR & I - 2 z4'WOOD 1 - .. - I ,I EXISTING II 9 HEADER REQUIRED b, I'.' 'Ij 11L '; 'I 1/4 TA OR TAPCON WITH ADVANCED MIN.SEPARATION I V ( THREADFORM TECHNOLOGY W/ 1 1/2' CLASS--p TO GL SS(SEE I I I I I I (, 1 .11 'I I Min.PEN47RARON OF THREADED AREA TO I�SCHEDULE ON SHEET I MIN.SEPARATION TO GLASS 1 i t EXISTING WOOD HEADER. 1 11 F5f1 BLADE DA I I EXISTING SCHEDULE ON SHEET 11)- III. (SEE SCHEDULE ON SHEET 15) ON k _I &ADES m& '1.. PLAT RE D SILL E • ON HV WALL HEADER INSTALLATION ( HV WAI J SQL INSTALLATION OHV ALLJiEAMI INSTALLATION ____ . _ EXISTING--I MIN. SEPARATION TO GLASS I P MIN. SEPARATION TO GLASS I III MIN. SEPARATION TO SHEET 1 _ } EXISTING I~-(SEE SCHEDULE ON OSHEETCLASS S �l� (SEE SCHEDULE ON SHEET 11)- I "'(,� EXISTING I I x 2"z4' CONT- ] I x GLASS Y I I ri GLASS-� 1/4"0-20x3/4'S.S. i - a WOOD PLATE (SEE SCHEDULE ON SHEET 11) I I B I @ I I I E REO'0. I M u 1/4"0-20x3/4"S.S. Fp I MACHINE SCREWS L� 11 MACHINE SCREWS W I I I�I JJ G USING 1/4"-20 NUTS I I, WALL IIIe) I /4'-20 NUTS® 12 I ,,;;.)� 0 12"U.C. FINISH '.�tl ^ I I O.C. 1IIIi - ��. ORB �� @.:J )TOR t8 "'(113DR��$) Onijj O:' O 2°z4"CONT. I ) OR I V WOOD PLATE LI I - i),As mw t\ '....I! 1 L EQ C0-I REQ'D. lh •-\t Y ttl _ - 1 _EO-_.EQ.-'. da II hl \ I � � 51 I 1 -1 a _. __.I'Min. W n - ='1"Min. 1 - y1 L1 OR I 1, 1 II `I 11 1 C 1/4'0 TAPCON OR TAPCON WITH ADVANCED I ''I2'x4'CONT I THREADFORM TECHNOLOGY W/ 1 1/2" 11 I I Min.PENETRATION OF THREADED AREA TO 1/4"0 TAPCON OR TAPCON WITH ADVANCED I{ 1I I 1 SILL PLATE p a EXISTING WOOD HEADER. 1 THREADFORM TECHNOLOGY W/ 1/2" •+�- 1 I I - 1/4"0 TAPCON OR NQjE: I REQ I } TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL •Q• I (SEE SCHEDULE ON SHEET IS) Min. PENETRATION OF THREADED AREA INTO PLYWOaO THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. t c_.'• 11 ., WALL FINISH (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2'x4° 1/2'MIN.GO .I �' PLYWOOD REQ'D. W'/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2"MIN.COX PLYWOOD REO'D. STUDS® 16 O.C. MAX.__, WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO RTTAC PLYWOOD D BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION EXISTING MIN. 2'4"STUDS® 16'O.C. MAX.RFO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECDON 2308 OF THE ®HV WALL SILL INSTALLATION •SEE UMI TIONS OF U E OF ©HV WALL SILL INSTALLATION F'B•C' BunE UM IONS SHEET 19 o202D TLTEGD,INC. FLORIDA BUILDING CODE(Non High VeRN���ysuHLrri cane Zone C. BERTHA HVTm y>,. ��CENS ✓� Accordion Shutter System No.441 7 L•�---��- .,, T E C "'c ,a ® ® ® V. BLADE#1 W/OR W/o H.V.WINDOW BLADE k -- American Shutter SYSf8f11S EV•N DESCRIPTION DATE DRAWN BY: M.P=' :, •& TILLIT TESTING do ENGINEERING COMPANY OM N.W.361h.S1.,SIe.3D3,VRGWA(1ARDFRS,T1.°RIDA 3316o Association, Inc. 1 OLD 17-107 /2/202 DATE: 7 2 2020 a'• STATE 0. // 9'•• Ph-'. (305)871-1530,Fax (305)871-1531 4268 VVestroads Drive 2 Fk0RID •'���`� o-m°ic fill°°°o°°I•°°m West Palm Beach, FL 33407 3 DRAWING No F' ..,.,... ' cti — CA-0006719 20-164 NAL'tJ\�\.2 wFFLLORIDA U..#44167 4 �'�TlmnunllW�. SEAL/SIGNATURE/DATE 6 SHEET OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 9 HVeBLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY WALL FINISH SHALL BE LIMITED TO 105.0 psf. A.S,D DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAXSPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A) WORKING IN UNISON �. ._ 1/4"0 TAPCON OR q .._. ,——_ _ ED— EQ - _ — T ! TAPCON WITH ADVANCED 4"x8"(Min.)EXISTING ,- T �� -� I "-I 2"MIN THREADFORM TECHNOLOGY WOOD BEAM REQUIRED - _ L -EDGE(IF APPLICABLE W/1 1/2"Min.PENETRATION 1 4"0-20x3 4"S.S. STRUCTURAL ADEQUACY I _' ) OF THREADED AREA TO / / OF IXISTING WOOD BEAM T '—``"--- 1^ PHILLIPS TRUSS HEAD TO BE CERTIFIED BY I✓ EXISTING WOOD HEADER. •- - I iv Mln. MACHINE SCREWS REGISTERED ENGINEER OR \(SEE SCHEDULE ON SHEET 15) I , -r .. .... EXISTING WOOD W/ 1/4"-20 NUTS ARCHITECT PRIOR TO --EO T -EO { -✓' Lam'. TRUSSES OR I ED--EQ-,, ® 12"O.C. SHUTTER INSTALLATION. I , 1/2 -r ^ 1/2_ r RAFTS ®24 O.C.REQUIRED --ll^ OR 1� I/4"0 TAPCON OR \\\0.i\7yi\\ 1�h _ I:� -1 •✓ TAPCON WITH ADVANCED .' Gr1!--- +`--�-- — EXISTING SOFFIT II .257" THREADFORM TECHNOLOGY ' �— I r I - 3/4"Max.THK. Max. OF 1 1/2^Min.PENETRATION OF THREADED AREA TO EO M EO n S.M.S. 4" I✓. I-EO EO r _ _- ,1'x4"xt/8"CONT.ALUM.TUBE \\-- L EXISTING WOOD HEADER. S.M.S. - ) OPTIONAL I� — ._ I:;. ...._.., __ „ (6063-T6 ALLOY)W/ (SEE SCHEDULE ON SHEET 15) i ,ul O © (EACH 1RAPTERG SCREWS TO iI Ot or 13 or 1 OPEN HOLE AT EACH 11 11 or 13 or 1 _ ® 6 O.C. _ '. 1.= LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD L EXISTING MIN 2"x4" 65 -- � I �I) ) EXISTING—I HEADER REO'D pl .I I{ I I I ' MEMBER, (2"Min.NOMINAL GLASS p,_ MIN.SEPARATION TO GLASS I II EXISTING N H E ACCEPT WIDTH)W/2"Min. it 114 I GLASS—I I 'J Imo' VALID FOR S/16'0 LAG SCREW I PENETRATION OF THREADED OS HV WALL HEADER INSTALLAT II AT CENTER OF TUBE. I I I INSTALLATIONS D WITH LOAD! (SEE SCHEDULE ON SHEET 1 Q'-- -- SEPARATION I I fICN / II� MAX.A.S.D.A5.0.DESIGN LOAD AND I oN susT 19 FOR I f I-N_10OR ®clams �SHEET I y i "' s'-o"MAX.SPAN.THIS ION I TO GLASS(SEE I �I P( I r INSTALLATION IS ONLY VALID _ -. j �. I ®� 19 I I d I I I� FOR WOOD W/MIN, SPECIFIC m sNa:T .I 'AI I1 FOR B1NE(DAfD I RADIO(Ok ON SHEET 79 FOR GRAVITY OF 0,50 AS DOUCUS 2-MOUNTING 4 FOR SECTIONS TYPICAL BE UTE COMBINAS ® I `)OR ®♦ OR FIR OR SOUTHERN PINE No.2, IN ANY WAY TO SUIT ANY INSTALLATION. OHY CEILING INSTALLATION U V CEILING INSTALLATION - -- — -. r ( III I DU coN(s�EE I { I" �)OR _i- _ MIN.SEPARATION TO GLASS _ _ _ r I I SEPARATION ` (SEE SCHEDULE ON SHEET 11) - I EXISTING ION slm191919 Fern 1 �{ TO GLASS I I I EXISTING Ili I _ (1 G�S� I BIs060 k t(� I I I(SEE SCHEDULE {{��IHyyTTD��I77 GLAS5� i J \l I E ON SHEET 11) RI I I I ALTERNATC. I'T9[R7{I I I ,ANCHORWALL I I I I I C FIN SM I I I LOCATION II _ EXISTING j 1/4"j ©1/� I __... — Z. u�iUl f)10x3/4"HEX GLA55—� -. 7 2"6'MIN.WOOD Max. 7 I —WASHER S®12 o c TEK I 1 DECK REQUIRED C�OR K2"xfi� RE UIR WOOD --�.. S I I (NO FlNISH i DECK REQUIRED(NO — .-. ALLOWED) LLA �— - 1 TAPCON OR FINISH ALLOWED) -EDGE i \\l\q\\\\1 \\1_ )9 I M n. EDGE OF DECK _ / - 1 OFC F - - - - EDGE OF DECK W, 4 r 1 IF APPLICABLE f Q - -- .0 - APPLICABLE - - IF APPLICABLE q' EO CO I \ I 1/4"0-2Ox3/4"S.S. -' - ..-A . _ / PHILLIPS TRUSS HEAD / 2"x4"CONT I - TAPCON WITH ADVANCED -MACFIINE SCREWS =-_ - - --- ✓'. -- -- - 1/4"0 TAPCON OR TAPCON WITH ADVANCED 'V SILL PLATE THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM THREADFORM TECHNOLOGY W/ 1 1/2 Min. - --2-MIN.-- - ,, i W/ 1 1/2"Min. PENETRATION a 12,O.C. '- —2'MIN. PENETRATION OF THREADED REO'D. -'•, OF THREADED AREA TO TECHNOLOGY W/ 7 I/2"Min. PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER. (SEE ----- -- (SEE IS SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) ♦SEE UMDATIONS FOR 0 HV WALK—OVER INSTALLATION �V HV WALL SILL INSTALLATION BLADE 1ON SHOFEET 19USE OW HV FLOOR INSTALLATION ❑-ORIDA BUILDING ING CODE Q° He P Zone, to,,, 02020 TILTECO,INC. 020EASTERNMETAL SUPPLY, INC. BERTHA HVT ENp r., �CO � Accordion Shutter System No.441 7Cc -� w H.V. BLADE#1 W/OR W/o RV.WINDOW BLADE k TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems . I Y [V.Nc DESCRIPTION DATE DRAWN BY: M.P STATE 0 ,z,q,z.z> 6355 N.W.351R St.Ste.305,MRGWIA GARDENS,FLORIDA 3316t Association, Inc. I OLD 17-107 /2/202 DATE; 7/2/2020 Phony:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 :moo' FCOR40 .'�av``/ e- .11;11I1Dcooaol.com West PQIm Beach, FL 33407 DRAWING No •. \r\ CA—DDas71s 20-164 �S """'• \�?�t WALTER A TILUT J,P.E. 1 4IONA� ill Lt.0SEAL/SIGNATURE/DATE FLORIDA UG,A 44167 s SHEET D 7 OF 20 • GFNERAI LMRATIONS AND CONDITIONS OF L1cF FOR gp •n ©j,�, •_ (1 NV BLADEWITH ACCORDION SH fl•IFR �,,( WORKING IN > �!' y' UNISON HV WINDOW BL&� ILA t 1.MM.A.S.D.DESIGN PRESSURE RATING:+11D.— 11a pa.f. 2.MAX.SHUTTER SPAN:96" t' 3.ALLOWED MOU A,NTINGS: D.C&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.0,T,U&W ON SHEETS 16 &17. 'I. ONLY CENTERMATES 2Q1 2�(BOTH W/ 4 OR(2 ARE ALLOWED WITH 1 C)� � N -- C43.R 5 (2y ARW ED IN A SYMMETRrCAL OR OPPAG IgYOUT,IN CASE OF OPPDNG OUT, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF `6)m20' CENTERMA TYP. G. END • • • • ♦ (-'J /'1 I 'l �I a/1 5.(A)HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS 44 �I v v V (3"0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5 WINDOWS k - _ /J�') f� /"� (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF W WINDOW BLADE® ALLOWED AT HV_ y ♦ ♦ En 1, ' U (_'I OF ANY 3'0 HOLE FOR SHALL BE 12'. WINDOW BLADE 1(�rl �.1 �f (C)FIRST OR LIyS,T BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (D)HV WINDOW BLADE�MUST BE USED ALTERNATE TO A SOLID HV BUQ7 DE • \ THROUGHOUT SHUTTER'S WIDTH. • ♦ ♦ ♦ g '�, .'� BLADE 1 ATMEITHERTES SS E OF THEMLL ALWAYS E INSTALLED ADJACENT TO A SOLID HV a SEE END l E 9 (F)POLYCARBONATE NV WINDOW®SHALL BE INSTALLED 50 TABS FACE CONNECTION __ • I ♦ . a (/�a� /7'at� (/a�� /J-a�� /'/ai} THE INTERIOR OF THE OPENING BEING PROTECTED,HV WINDOW MUST BE DETAILS ON SHEETS j a • a >i NAo I�I��/1 !lJ•111 U Ta/ 1a ! l�1 1. 1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROM D BY ASS0. t0 & 18 TYv I S b5 w- •V •�I 1L/� 1J V INC. FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME `YryP' FYP .44' !e BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES ,Wg '• 1 &2 ABOVE). =F I 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY I I I ? SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). ](SEE PLAN FOR REOUIRELIENTS) B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: p H TYP TOP&BOTTOM W> %)2�on®an�6 I WIND ZONE MINIMUM SEPARATION TD GLASS ..UNLIMITED WIDTH-- _ __. .. __ .. _ ,. 1 THIRD 3 ELEVATION MIN.SEPKIATICN To ants -- -------------- O(ISTINC CLASS r{SEE SCHMAE ON SHEET11 FOR BLAD D 4 6.25' _____1_ FOR EIlAD CD —___-- A7J0 ON 1}OS SF¢.ET _----_.._—_I�----___`—__--_----_1 ------------- 16, ENT TYP. W/2 OR_ ANDERMATES 02®,,\ \` / _ _ - - _ (ovaa3aa w/o 35(SEE NOTE 4 ABOVE) i TYPICAL 1' HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE i1A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \��T`�� F f/E A7•i♦♦ 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM ZltL E Accordion Shutter System '*? No,441 7 ® I c America A.S.S.A syms I{V. MADE#1 W/OR W/O H.v WINDOW KADE TILLIT TESTING & ENGINEERING COMPANY EV.Nc DESCRIPTION DATE DRAWN BY: MP ' STATE Flw Association Inc. 1 OLD T7-107 T/z/20z DATE: 7/2/2020 BJ53 N.W.36N.SL,Ste.3(15,NR(RNIA GIADENS.RORIOA 33161 �Phona (305)871-1530.Fa.:(305)871-1531 4268 Westroads Drive 2 Ultaav®aol.com DRAWING No West Palm Beach, FL 33407 3 cS _ cA-00a6719 20-1 64 ••7j••JSJ1E�IAiiHL ```CSEAL/SIGNATURE/DATE 4FLORDA Lt..#4416E 4 SHEET 6 19 OF 20