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HomeMy WebLinkAboutProduct Approval Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.hspx?param=wGEVX. F @ O b A A � R ' A d V � f ` d F es • BCIS Home Log In i User Registration Hot Topics i Submit Surcharge Slats&Facts I Publications j Contact Us ;�jBCIS Site M,aap`1 inks ! Search j Florid ile •= . 'Product Approval G; USER:Public User rd",b 87, Product Approval Menu>Product or Apptication Search>Application List>Application Detail M R p/ F OR FL# FL389-R10f,��i�l '��apA�� Application Type Revision CODE Code Version 2020 ST. L X I E COUNTY Application Status Approved 0CC 21 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 i Authorized Signature Bill Feeley Irodriguez@easternmetaI.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 the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By John Henry Kampmann Jr. Validation Checklist Hardcopy Received Certificate of Independence FL389 R10 COI COI ASSA_BLADEl_pdf FL389 R10 COI-COI ASSA_BLADEI 2.pdf FL389 R10 COI COI ASSA_BLADE3.pdf 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 of2 1/21/2022) 8:37 PN Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl aspx?param=wGEVX.. i 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 I Summary of Products i 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 20-165 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 RI0_II DRWING ASSA_BLADE3.pdf 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 W-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. 89.2 Bertha HV Accordion Shu t"I1 Extruded aluminum interlocking blades retained by tracks(top Only- (Non-HVHZ) Drwg 20-164 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R10 I1 DRWING ASSA_BLADE1.pdf 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 p.s.f FL389_R10_AE PER ASSA_BLADEI.pd negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVi 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 HVSA working in unison. See sheets 7, it and 20 respectively of 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 20-163 and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10_II DRW ASSA_BLADE1 2.pdf 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. Max. 16'-0"span at 30 p.s.f ASD load FL389_RIO AE_PER_ASSA_BLADEi_2.pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, Created by Independent Third Party: Yes 25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida 6 an AA/EC-0 employer.CQRyjj 2007-2013 Stale of Florida ::Privacy Statement::Acciambildv Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mad 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 Sect an 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 o e.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe I 2 of 2 1/21/2022, 8:37 PN 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 2020(7th EDITION)OF THE FLORIDA BUILDING CODE,THIS ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, T DESIGN WIND LOADS SHALL BE DEERMINED AS-PER-SECTION-1620-OF-THE-ABOVE-MENTIONED-CODE,-FOR A-BASIC-WIND-SPEED-REQUIRED-BY-THE-JURISDICTION-WHERE-SHUTTER-WILL- E TABL OF-CONTENT-5- -_- - BE INSTALLED WITH A DIRECTIGNAUTY FACTOR Kd=0.85, USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1: HV BLADES C17 & QA1 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 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SHEET 3 YST BERTHA H.V.ACCORDION SHUTTER 5EM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONSYSTEM COMPONENTS 21-37 ATL REPORTS: 1609.1.2 CF THE ABOVE MENTIONED CODE AS PER TYPICAL STEM SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Q 90214.01-03. 00715.01-03.91OD4.01-05, 01214.01-05,#0317.02-06. 00609.01-10 AND#0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: HV BLADE(1)AND HV WINDOW BLADE C1A1 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 APPLICABLE) -HV WINDOW BLADE m#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. HV BLADEQ AND HV WINDOW BLADE IS 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 ksi YIELD STRENGTH AND 180 kei TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEMERMATE ALTI7NNATINC 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-TG ALLOY IS 30.0 "1 AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERWS SHALL COMPLY WITH SECTION III-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 3G4 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksl 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 k.1 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE Q: 12.13,14.15 AND 20 INSTAL-LATION DETAILS M-R,WOOD SHEET 16 HV BLADE Q&® 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#6'779,582 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT A5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 &X. WOOD SHEET 18 METAL SUPPLY,INC. 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TD 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 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/WVN 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 HO CENTERMATFS 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 15 APPLIED M. 13. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.I.e.*WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (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 CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED 13Y ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE(E9on High Velocity Hurricane Zone, II LII )slj,, 02020 TILTECO,INC. 02020 EASTERN META.SUPPLY, INC. ,,,•� %,,, BERTHA HVr. 'L E C O 1 e c ® Accordion Shutter System H.V. BADE#1 W/OR W/0 H.V.WINDOW BLADE ND,441 7�` �5] American Shutter Systems EV.N DESCRIPTION DATE DRAWN.BY: MY TILLIT TESTING & ENGINEERING COMPANY B355 N.W.36th.St..Ste.305.VIRGRA GARDENS.FLORIDA 3318! Association. Inc. t OLD 17-107 /2/202 DATE: 7/2/2020 -a STATE F '� �'� Phone:(305)871-1530.Fox:(305)671-1531 4268 Westroads Drive 2 DRAWING No ? --II:LIIlcocoeol.cem West Palm Beach, FL 33407 3CA-O 20-164 ��,/�it�S F�ORIL .,•G���;`'- WROROA UTI d14416.F 5 SHEET EAL/SIGNATURE/DATE -6 ------ 1 OF 20 3'. E VARIES 1.491 _2�_ 'k. �!.454 91 of 4.371" I v S ADE 05 HY 90*/180. STARTER I i (�)HV UNIVERSAL FLOATER W, QUALIFIED OR USE W1 COV UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV BLADE 10 (2f HV BLADEQ) (1A HV WINDOW BLADE 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE ' HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE(3 ON SHEET 19 LADE(J) 7'� 6063-T6.670 ALLOY AND TEMPER 3'22 O 1'SOD, PIZ: .994'i 6063-T6 ABLLOY AND TEMPER 5711 .13 24-1-F .085 wl- 2-670" , 2 226" A7r2 ;kl �18472M -7 j 915* 20.92------I --------- q 4.436" HV ADJ. ADAPTER WAIE 0.0 Z.5' QUALIFIED FOR USE W/ HV HY IN BLADE -ALK—OVER TRACK ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV %6K j 6063-T6 ALLOY AND TEMPER BLADE Q QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV 6063-T6 ALLOY A D TEMPER BLADE 0 ONLY. HV RAINGUARD BLADF(j) 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-176 ALLOY AND TEMPER :21 VARIES!:--r(-J1—F_7 '936" BLADE ; VARIES 1.936" W q 6063-T6 ALLOY A D TEMPER max IN Xa.3-_ 08,3- .0133 .003* .125" D.a... A C9, 1670q T' .093' _.ogy.64 _Z21 myl [670 6138 __-6-3=520 L 3.5�O. ,2 0 11 BY CEILING HEADER HV HEADER/§ 1 HD CEILING HEAD S11 3 QUA V BLADE ONLY 6063-TG'ALLO -5 TEMPER Q IED FOR USE LADE QUALIFIED FOR USE W/ HV BLADE(1�ONLY, _ALIV AND p (14 BP— HEADER/SILL SEE SECTIONS FOR VALIDITY— SEE S FOR VALIDITY QUALIFIED FOR USE W1 W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(a)ONLY 6063-T6 ALLOY AND TEMPER COMPONENT AT I TI I Y r 2" 5'MAX. /a- I I/a' S' 3- 0.090- L 2- �50.192"10.192- SIDE ANGLE -—-------- QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 2.5- 7-IAAXJ 0.190- 0.1901 _QQRNER POST I i QUALIFIED FOR USE W/ HV BLADE QUALIFIED FOR,USE W/ HV BLADE(D 6063-T5 ALLOY AND TEMPER BLADE D ONLY. 2- 5"MAX.1 0.139' 0.1,31 6063-T6 ALLOY AND TEMPER 6065-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone" 02020 TILTECO,INC. @ 2020 EASTERN METAL SUPPLY,INC. ,0��% , ,�/"% ______BE9_T_HA—HVT. v" 75-r— Accordion Shutter System -\GEN ��L E No.441f 7 �c o�--, A.S.S.A. KV. BLADE#1 W1 OR W/O KV.WINDOW BLADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY iEv. DESCRIPTION DRAWN 13y: M-P Ft OLD 17-107 _F 20 6355 N.W.36th.St,St..305,ORGINA GARDENS.FLORIDA 331V Association, Inc. 2/X202CF :: 7 2/20 STATE 01 ct IZIO 41f) Phone-:(3D5)671-1530.Fax:(305)871-1531 4268 Westroads Drive 2AW West Palm Beach, FL 33407 DRAWING IN . " .-Mail: CA-000671 9 "ZOR0 - 4 IS I......... WALTER A.MLUT Jr,r.P.E. 8/0 N A L i FLORIDA Uc.#44167 �ti0. S-EAL/SIGNATURE/OATE SHEET.. 1/4,-20.1/17 1/4 DIE CAST j 0.334- FLAT HEAD HOUSING ENAMEL 11/4-20-1 2.293' S.S.M.S. BAKED PANTED HREADED DIE CAST .0 (2 TYP.) HOUSING ENAMEL B ED p TED AKED PAIZED EGRESS F_ 7 _T -EGRESS-TURN KNOB. T,r .062" 60",- '.875' 7 BRASS CYLINDER '.-BRASS CYLINDER 1,KEYS(CHROME (CHROME PLATED) A` A' PLATED) 0 V --------- 15i. EG�ESS Z, 0�WHV 21 C ��2 HV FLOATING CENTERMAIE ® HV LOCK V EG ESS QUALIFIED FOR USE W BLADE & ONLY LADE�1) ONLY W/ Her LOY AND 'LIVIED FOR USE W/ HV B 606 - TEMPER QUA 6063-T6 ALLOY AND TEMPER.0 HV CO NER CENTERM41E BLADE 0011 & (0 ONLY. BLADE 0 ONLY. 2ALIFIED FOR USE W1 HV BLADEU1 ONLY 250"0 0 • 518* 6063-T6 ALLOY AND TEMPER 0_1 2.874, PLASTIC H L:, MOLDED 4.045." scl 2:079' L .j �j .360"AFTER RIVETING BEFORE RIVETING 0. 1/4"0--20 x 3/4" 1/4"0-20 RIVNUT* S.S. THUMBSCREW U, Oz SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FIANG THIN SHEET NUTSERT.PART#0820.AS MANUFACTURED BY AVEOEL CHERRY TEXTORN.PARSIPPENY,NEW JERSEY 07054 OR EQUAL. PLAN FRONT ELEVATION HV MALE Lo T AIE LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK ONLY "T" HV BLADE PI .MNLY HV-FEMALE "T" LOCK CENT RMATE HV "T TERMATE QUALIFIED FOR USE QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE MONLY W/HV BLADE ONLY. LADE ONLY. QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPER- 6063-T6 ALLOY AND TEMPER I-PIz .432 09" J T CYLINDERTHUMSTURN OR .063 0 .062 HEY CYLINDER . .214" �1 .214" O'�=9 .545' L 0.87 5"Min. N� bis � 31 HO PENIERM 0 C G 0 HD CENTERMAT W/ LOCKING ROD . -o A QUALIFIED FOR USE W1 HV BLADE!0&11A� QUALIFIED FOR USE W/ HV 13LADE(1)& - HD -CENTERMKTE'S INSERT 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER QUAUFIED FOR USE W/ HV BLADE(q&Q VARIES N 1.130- 6063-T6 ALLOY D TEMPER TH BTUR DER 0 CETAL.THUMB EY (SEE DETIM CYLIN DER q LOCKING 1301)_Z� L-1/4-0 HD LOCK 1_375-0 41 3 8"0—1 la ACEFAL nl QUALIFIED FOR USE W/ HV BLADET :L BY RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. 6063_T6 ALLOY AND TEMPER HV QUALIFIED FOR USE W/ HV BLADET& 0 5 INSTALLATION WILL REQUIRE A 6- HOLE THUMBSCREWS QUALIFIED FOR USE W1 HV BLADE@ FLORIDA BUILDING CODE HOD High Velocity Hurricane Zone, LED AT TRACKS FOR PRO EMBEDMENT !A1 r;IFIEDFOR USE W/ HV BLAD 02020 TILTECO,INC. @2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM FT-IL FE C 0 ® . H.V. BLADE#1 W1 OR W10 KV.WINDOW BLADE ENI Accordion Shutter System No.44 67 A SA American Shutter Systems DRAWN BY. M.P DESCRIPTION ATE TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I I OLD 17-107 7/2/202 oAM- 7 2, 2020 F 6=N.W.36th.SL.St..30,VIRGINIA GARDENS.FLORIDA 3316' Ph— (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive DRAWING No --fl;tilt..a.d.— West Palm Beach, FL 33407 STATE `(DRIP —164 CA-0006719 20 WALTER A.TILUR J,P.E. ONA SHEET 01 FLORIDA Lic. 44167 '111IIIiIIII kP.r. SEAL/SIGNATURE/DATE 1 -3 OF 20 r SHUTTER ASSEMBLY SCHEDULE FOR 3/8 1 12"NO L NCE .0625' HV 10 BLADE TOP HV Q1 _ -GE 1375" Er. (1AI `RO'—O625` -.6625"— WINDOW BLADE 0625" HV BLADE 1 4Fw'L" ' .1875" y HV BLADE to BLADE'S I ----------- -4* .0625, KNUCKLE I BUSHING HV LONG RECESSED NYLON 0..0625' (TYP) 30 HV SHORT RECESSED NYLON BUSHING FLAT PORTION J :i -OF 8 E-_I I HV NYLON HAT WASHER :1 1 (D OR ® U, �' i! X ///.2.8750- X 302-303 SERIES HV WHEEL CARRIAGE AISI Hv WINDOW 0.870"x3/16" THICK NYLON WHEEL. A 2 7/8- J m3.00 315"0 SEPARATION: 13.7500" 0.188"0 AISI 302 SERIES S.S. RIVETS BETVIEEN .0625" fit .' r :,I 3/4" MRQ3_)!_j OPENIN ON CCNT[RS ACCORDION PIN W1 #8 HEAD EXTERIOR HV 1 3/4 - _17 LAD -r-11 625 EMEE @ HV 2 3/4" ACCORDION PIN W/ #8 HEAD 4 _4 ------ TAPS TYPICAL HV WINDOW BLADE 13 AND POLYCARBONATE IMPACT RESISTANT HV WINDOW 11 (3:0 -0: POLYCARBONATE HV WINDOW DETAIL_ (j)OR or US (SEE NOTE FOR Y_CARB 5TAN-L-BYL-N PQIJ _QbIATE_jMF�AQT_RE5_l wMP-IN IREMENTS) I OR BAYER MAKROLON 3103 POLYCARBONATE ------ ,tt I I"MIN ICE RESINS, UV-STABILIZED GRADE OR SABIC TO RDE _j 4�T' INNOVATIVE PLASTIC LEXAN 103 RESIN 6 ON SHEET 19). PIN REQUIREME AT EXTERIOR-BLADE KNUCKLE FOR (SEE NOTE "F (3)OR 0 —------ HV(1) HY f1 �0 0 1 1 POLYCARBONATE SOURCES FOR(1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR e� . 44 BOTTOM KNUCKLES OF HV ACCORDION SYSTEMEXTERIOR V (9 BLADE. TYPICAL SHUTTER ASSEMBLY 7-n W/ HV OR 'I I N.T.S. HV PIN 02 OR Tg3 I AT (2) HV PIN (9 MAY BE USED IN LIEU OF (9 AND ONLY AT EX OR BLADE'S KNUCKLE. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00.324'- (SEE NOTE ' FOR Ahll D792 0.043 b&' EXTERIOR REQUIREMENTS) BLADE WHEN CORRESPONDING 1-0 INSTALLATION "11", SHEET 7. .04B'l TENSILE YELD STRENGN AS Y DWB Mw o.J. 9.900-.I. TYP. FLEXBRAt.STRENGTH AT MU AST.01. IL5. 1 FLEXURAL MODULUS ASW 0790 3-0.00-.1. 345.000 P.'J. (3) HV PIN @ OR W1 1/2" O.D. 1/16" THICK S.S. WASHER IMPAX SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, it j NGTCNED'Zo0 AST.1325. NI­R/. 11 SHEET it -4� OOK DENSIN WM Dn43 11.2 o.5.MAX WHEEL CARRIAGE DETAIL SELF OF BURNING ASTIR DB35 C-1 CLASS C-I CLASS fEMBLY LAYOQ1 ELF IGNHION ASIN 0192tl 1.0 R.'F W2119MG.. ASTI"0155 IENSILE SIMGN4 AFIER WFAN'MN w,"B I,— NO P...i. TENSILE SPRIOSS UPC. MNo AT., 13.151 MO HV BLADE SOLID & 1A H V WINDOW BLADE DETAILS N.T.S. ROMA BUILDING CODE(Ron High Velocity Hurricane Zone' Q 2020 EASTERN METAL SUPPLY,INC. 02020 1ILTEC0.INC. BERTHA HVIM 'A A Accordion Shutter System M S.Aw NDC1W BADE \0,& KV. RADE#1 W1 OR W/O KV. /777i77LF=EC 0 1=N- JUL a American Shutt®r Systems �Ev.­N' DATE DRAWN BY: VP No,44 6 TILLIT TESTING & ENGINEERING COMPANY Association, Inc. —1 DATE: 7/2/2020 �20�LCJ N.%y.26N..St..St..305.�RGINIA WOOS,RCRUCA 33164268 Westroods Drive 2 —DRAWING No S TA Phone (305)871-1530.Fell:(.305)871-1531 STATE I F .'* S ­­H: West Palm Beach, FL 33407 3 20-164 4 'Cz WALIC R A.TiLLIT Jn F.E. .. .. ...... . FIORIDA Ue.#44167 SHEFr \'4AL/SIGNATURF/DATE 6 OF 20 ((�/(Ek�''l�\p\Y'�♦ 9 °" � © *NOTES ON HV LOCKS AND CENTERMATES• A�—R —C G C>'•�7I —IT-1—T (� ! —I . Sa -1-MANDATORY-CONDRION-/1:-ONE-HV-LOCK-®-or-(@-SHALL BE-USED-AT-1/2-OF-SHUTTER-SPAN-FOR ANY-SPAN— OR 12'ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO U1 OR V Y t 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. 16 af20 - I 2. IF DESIRED, FOR BERER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV 1 LOCKS Q OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 1 r 3 OR Q0 SHALL BE AS INDICATED ON NOTE(1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OFFIONAL CONDITION J2 (VAUD ONLY WHEN MAMOD By CONnMnN 11 OR LIMITED MANDATORY CONDITION "/Y't- s !� L2 IS USED W/TWO H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY R�5 oR 6 ors 0 as r-I" --i4 ae® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE V JII MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). i Tde�^ vv[[rr�� 4. MANDATORY CONDn10N&ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN v,�' AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2( or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, I ATTACHED TO Q�CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2-LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. o No�t-fHve� I i ® I �1 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. FIRST ALTERNATE-TO KMDATORY CONDITION #1 VALID ONLY FOR HV_LQQq a W/ ( 3� OR 22 t ONE ALTERNATE HV LOCK 26 MAY BE USED IN LIEU OF HV LACK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT O IY ��33 HOD I = OF 1/4"0-20x3/4"SS.THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. R �-ISYQ- g ' —o y I $gam RNNUT AS SHOWN ON SECTION HVE• SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, ?� 1Y 0 ! I 6.MANDATORY CONDQION J3 FOR KEYSTONE MOUNTING INSTAtLLAT1ONSf ONE HV LOCK I&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 0 or®or®MAY BE USED AS AN INSIDE OR 1 OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE END --' I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTION JIB i - OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F SHEETS 10& 18 TYP. FULL HEIGHT. -.3s OF CORNER • *NOTES ON HV "T" LOCKS AND CENTERMATES ECOND ALTERNATE TO MANDAMRY CONDITION#I VAUD ONLY FA)R HV'r LOCK 00 CMERMATES 0 AND I_ ... . _... ._.__ _..._... .-_-.. . _...._.__._uxuMrrm xlDrx.- - ....._..... . ...- -_.__ k CENTERMATE QQ1�. . �ALLA"ON AT NANY ATE HELEVATION.CK 00 MAY ALTERNATE BLOCK ALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND QaR®oR© 7O oR®°R1Q•O3 oR I 0 Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10+15 ©•O3a 1Q+©°R --- - - CONNECTED TO CENTERMATES 0 AND®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" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" 18°R MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. O+®an Q♦®aR®.Q OA 8O.®°R 19+O3 oR 1®+Qs aR 1©+® *NOTES ON HD LOCKS & CENTERMATES:I. HD LOCK 44 W/ Hp CFHTERMI s(31 OR(32 W/111 : ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL 11.I HV BLADE SHUTTER ELEVATION HV LOCKS;24 OR I25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK e MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3#8 x 3/8"F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT Sp AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; LI Ill 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. `� "w,, /� RERTHA HVTM �LE C � i m c. Accordion Shutter System H.v. elAOE#i w/DR w/o H,v.N1ND(7rV BLADE N0.441 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: MP *: L Association, Inc. 1 OLD 17-107 Y/2/zoz GATE 7/z/zozo W55 N.W.Jsl(.R..71 153 Y.FaxGIIM:(3058ARDENS.1-153�RIDA Sal fie STATE 0 Phone:(305—mail:530.Fax:(305)871-1531 t Pal W Beach, Drive 2 DRAWING No CA-i 9. e—mail: 00066aal.com West Palm Beach, FL 33407 s '��`'• F�ORID� ••—`ti C WALTER AAOTLUT19r.P.E 20-1 64 '�i�lSs'•'••-••• ��� �`� FLORIDA Uc.R 44167 s SHEET ''Y /ONAL V.,\,\&AL/SIGNATURE/DATE 6 5 OF 20 11111 --CONCRETE ANCHORS POURED CONCRETE - POURED (SEE SCHEDULE ON OR CONCRETE BLOCK r REQUIRED ._-1/4"0-200/4"S.S. POURED--, CONCRETE--, I SHEET 13) ,.,_. CONCRETE ANCHORS I MACHINE SCREWS CONCRETE REQUIRED (l SEE SCHEDULE ON W/ 1/4"-20 REQUIRED.. 4 r CONCRETE ANCHORS 17 18 oR.S�A cEY510NE(SEE MOUNnNG®ON SHEET 7) I , SHEET 13) 1 NUTS♦ 12.O.C. _ - Min.- - 1/4"0-20x3/4"S.S. - I MI, +. /✓= f __-- ,-112?oR 14 I ' t I _EQ--EQ-I MACHINE SCREWSI-EU LI-Ea- 1 _ I,1�� 1 i USING 1/4-20 NUTS j ' i 1/2 I 0 12'O.C. # 1/2 III -III / .250"Maz. T 4H-I 1 -i� ._.(_3) OR 15 If I" --- N 1(n' ---13 15 .2s0" E. D. I - -I T ID,♦ p \ i.. r I' �-.250•MOz. i E,,D. I, IIL I' I� r Max, I�•Id iI i l�Dr i i I I' .I Y.D.• - / � '' OPTIONAL u r II +I[q O___.P_T_IO-N..A-L MIN. SEPARATION ._TO CLASS (SEE SCHEDULE ON SHEET 1 1_) GLASS SCmAE C EXISTING - tt R aAM®Aro -1 1 OR iR EXISTIN sETtt IMIN.SEPARATION TO GLASS CUS DsO@ (SEE SCHEDULE ON SHEET 11) l+�I kI 11 EXISTING I III 1 GLASS— I I O HV WALL_HEAD ER INSTALLATION �A HV WALL HEADER INSTALLATION © HV WALL HE + KEYSTONE 8 MIN.SEPARATION TO GLASS EXISTING ,._ _ _ __. __.r. mot___.-_-- I I I I (SEE SCHEDULE ON SHEET 11) - - +'I --"(D SIPNWM I I L I I - 1 ♦ _I I III_ -_-.�i EXISTING C175 OR MIN. SEPARATION TO GLASS GLASS-- WIN. TO va(51E y I 15oaueE �D_-_I' . uII�II.4�I I1II (/SEE SCHEDULE ON SHEET 11) ON SHET 19 FO EXISTING IIIII MiGLAr)I'�I IniI l,l;lI r1/4"Maz. i;- i10! II M1•.L-- -�1IiII-ii/i-OPTIONAL E.KADIS ID@ i lI iOi fliI+ SS- C.D. OPTIONAL O O.a I • '' '� i i -I I i i ED.• i i i E D. . �' r' I I IIII • I I I 11/2 - 19 f t 1/ �= i�—— -13 Os 1© 1.. ,_ I/4"0-20x3/4"S.S. -Min. -E0�-. EO-' PHILLIPS TRUSS HEAD CONCRETE ANCHORS TRUSS /4.0-20x3/4•S.S.PMILLIPS 17OR18 -20 MACHINE SCREWS USING I. _ - -. ._._W UB�HEAD MACHINE SCREWSD.C. _ -!P.-•_--1- _CO POUR CHORSJ r O O 1'_' 1/4"-20 NUTS® 12"O.C. - (SEE SCHEDULE ON I (S CHEDULE ON SHEET 13) - Min. POURED CONCRETE-' SHEET 13) OR CONCRETE BLOCK P RED CONCRETE_% I;/• OR NCRETE BLOCK ' '`` �CONCRETE ANCHORS REQUIRED WALL IRE° L S INS ELATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE.-.� SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALL DON NDTE FO ,,1�IIQN QF 5E0�0�5: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E.D. a EDGE DISTANCE ♦ STf UM�.SEI.RI::1.� HV BLADE ASSEMBLY (SEE SPECIFICATIONS ON SHEEP 13) BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane one ©2020 EASTERN METAL SUPPLY, INC. `````��1�1i'+II••(�/r''// ®2020 TILTECO,INC. BERTHA HV Qom,,••" T✓4�i TM �.• ��CEN•;••..�'-, ®S■�, � Accordion Shutter System _ - I L E C a 1 ra c. OB ® FLV. MADE#1 W/OR W/O RV.WIND(NJ MADE No.441 7 'J - American Shutter Systems EV.N. DESCRIPTION DATE DRAWN BY: MP TILLIT TESTING do ENGINEERING COMPANY ASSOCIatIOn. Ina. t OLD 17-107 /2/202 DATE: 7/2/2020 M5 N.W.]Sth.SL.St,.=i.MRGINLA GARDENS.FLORICA M 4268 Westroads Drive 2 STATE 0 � Phone:(305)87/-1530.Fax:(305)671-1531 DRAWING No 9•. :t e-mail:UlteroC•ol.cam West Palm Beach, FL 33407 3 n c A ��i�Q�CC F�ORIO •,c�� WALTER A 0067 9 P.E. 4 LO��VY /ONAL a`�� FLORIDA LI..#44167 6 SHEET S 'rrrrrr tJ�Z. SEAL/SIGNATURE/DATE 6 OF 20 POURED 'I It FTX,RARE h7Nm ' d GLASS �.._ -- I- _ I CONCRETE ANCHORS, wn.sTPNVARW I '1;OR Q C II I ._. , CONCRETE (SE SCHEDULE ON SHEET 13) TO GIA�(SEE, "' I EXISTING i 1 ;I- �1 unro SwN ',I,� i 1 .l REQUIRED (1 safaXnE {j 1 I' (SEE SCHEDULE ON lJ EDGE A13 OF ON SHEET 19 FOR I 1 1 ' i Wn.50'NunoN �I�I 14 SHEET 11) I 7 APPLICABLE EXISTING (/��) I --�'= GLASS- - _ I off s�Efl 1,) i i 9 I {I AAN HAOR I" I i i II li ill- EXISTINGjj- 1 LOCATION ('F.,__' i i ' i i --_I I i GLASS- ' ._#1Ox3/4-HEX WASHER HEAD ill! OR 1 S) 3/Bi MR,I I` TEK SCREYIS® 12"O.C. .8. L •EDGE OF (I!; i N 3 /8 MIN. --CONCRETE ANCHORS SLAB IF i I ------1 ©+(7 I - t _ (SEE SCHEDULE ON SHEET 13) I- Fp. Iw-1 Fp f APPLICABLE EXISRMC I EDGE OF SLAB IF 4 EDGE OF-1 I `I GLASS—' `�I i t SLAB If I 1/Z f 1'.-I - EDGE OF j /. APPLICABLE w11 SfDNiAnaN 4!t I I APPUCA13LE .� I Lp 11 �Q _..SLAB IF _ �- 1 I I -I.7` I APPUCPSLE POURED = -_� POURED FLAT HEAD CONCRETE ANCHORS m ULE O(S ��I I POURED .1. E D 4 REQUIRED 5T1QOR 0 ON 91EET I� _ ., I/ � CONCRETE.. CONCRETE "I n FOR I?IAOE®N+O 1 1 n. .-T" @p .-__._.- ._.-.-_._._{. _-.�.. ._.. REQUIRED (SEE SCHEDULE ON SHEET 14) ON SHEET 19 FOR I ,1,''0 CONCRETE I LFLAT HEAD CONCRETE ANCHORS _ —D----E E4AOE5 mx Qq I I REQUIRED ------C. D.•.- -- '---- . . (SEE SCHEDULE ON SHEET 14) 11) TRENCH INSTALLATION VALID ONLY FOR UP TO +•70, -75 PSF A.S.D. HV FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER COO HV CEILING INSTA ION SCHEDULE#3, SHEET 11 EXISTING Ma CONCRETE ANCHORS GLASS -I to - w SFPAMMIN I,I,1 Ir1 ___- __ (SEE (SEE SCHEDULE ON ON SHEET n)SHEET 15) 1/4.0 rii BUILCE7Y TAPCON w/ LSEE QHT➢VIE-- T„) i EXIIT114 ADvw cEo R EAOi04, - i _OR 1/4-0 POMIERS EXISTING_ ' i I, ' EXISTING—I uw,m'N+Amn lD cuss I. ' _ ... GLASS—(. '.�-_. �_1 �._ ...i... -_...I-I FAStD:EfR TAPPER*NIO, v/ I 1/4" GLASS I ,laA Z I GLASS ilea scumule(IN s".v nl I' I{{{, - .. _j W.a,--TT,aas I I dH'wN.EM9mM[Nr o 6. MAX. 1l 11 I I I 1 1^ - (6IE=_wEwIE a+sHILT,p i I 10 II 1 i t` I I O,C,FOR UP TO G'-0'SPAN AND I T; I -' i t I 4.O.C.FOR SPANS LARGER TRW � 1/4" 1 - UP NA%.AP ��SENANT AT-74 FASTENER 111FA0 . (TYP.)(SEE NOR: ON SHEET 117_ I...._ M12 AX. 10x3 4-HEX FOR NIYSH O.N `S� 3/8" m E D N / E,ri.• WASHER HFAO I ' 1 ...,.. -, I.r , i i ; A11N. I I� TEK SCRLlYS I� T _•' i I P`�I i COW.SEALANT 13 oR 15 i I n - ......_._� #14x3/4" HEX HEAD I I J 8 )-xIItt ^ m 12"0C TEK SCREWS 4P 9"O.C. (� - F1 p14x3/4-SD.S. 1/4.4-20x3/4'SS MS OR 1/4-0-20 S.S. M.S. CONCRETE ANCHORS 1 Z- _ -©+ 7O 3/ ®9.O C I _ USING 1/n-p-20 Nurs W/NUT®9"O.C. / SHEET CQEDULE ON n 1/21 /fir _ Mpx. (�. p tz'O.C. _ !lip ) w 1'/ �j �Y EXISTING NOTE STRUCTURAL OR O 1/2"I--.I �R 18 Y\ _I2.00"MIN WAU_TRIM(DECORATIVE EDGE OF 1 I.-T •• I E.D. SILL) .ff 14xJ/4"F.I I. S.D.S. .A11N. POURED CONCRETE I __.SLAB IF _ 1 7/B . ;-1 7/8 -+ APPLICABLE 1,' ©9"O.C. - ONCRETE ANCHORS -SE NOTE REQUIRED POURED CONCRETE-' ( E IPO T _ I / SEE NOTE 1J(G), ' ED; SEE SCHEDULE ON ON SHEET 1 OR CONCRETE BLOCK SHEET 14) POURED CONCRETE--' ON SHEET I (' _ _•" '; REQUIRED OR CONCRETE BLOCK REQUIRED M KEYSTONE MOUNTING INSTALLATION OPTIONAL - POURED HV WALL FLOOR INSTALLATION L� HV WALL WALK—OVER INSTALLATION ` MAXIMUM DSO.DESIGN PRESSURE:+44,-72 p,l CONCRETE- C� MA%VAUM SHURCR SPAN B'-0 REQUIRED OJ HV RAINGUARD INSTALLATION t x� NOTE FOR COMB ON SHALL UE II 18T1ON OF SECTIONS ♦ REMOVABLE WHTHIS IEEN PERFORMED E. E a EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SEE LIMITATIONS�OF USE FOR ,A/ �1 �J`'1- SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SPIFFY 13) OR ENTRANCE BLADE lA ON SHEET 19 INSTALLATION DETAILS YV \,J 1�tl BLADE ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED T I� IN ANY WAY TO SUIT AN FLORIDA INSTN_rATION. I BUILDING CODE �{Non High Velocity Hurricane Zone, �tL111�I1I)111fNA 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ```��Q� .• r .�/TJ, BERTHA HVThl �•''�,\GEN F'••�' Accordion Shutter System c �3 /ILTE C ® �N c. AnSASAW H.V. RADE#1 W/OR W/b H.V.WINDOW MADE No.44167 American Shutter Systems y} �2{J TILLIT TESTING & ENGINEERING COMPANY t y CY.N DESCRIPTION DATE DRAWN BY: M.P C% 6355 N,W.361n.St.,Sle.305.MAGI."GARDENS,FLORIDA 3316t Association, Inc. I OLD 17-107 /2/202 DATE 7/2/2020 �'. STATE F Phone:(305)871-15J0.Fax:(305)871-1531 4268 Westroads Drive 2 'S Off;•, FAD p, '� � I:-Inml:Bn«Doc4Loom West Palm Beach, FL. 33407 3 DRA'NING No HIS CA-OOOG719 WFL nl P.E. 20-164 ON tURE/DATE o uq 44167 5 SHEET � OF 20 SEE END WALL CONNECTION AILS ON SHEETS 10 & IS SEE NOTES ON LOCKING RODS,NV LOCKS or —r 1� INSTALLATIONS W/ (1) H V AND ALTERNATE HV LOCK®ON SHEET S. O U I 1 90',.•�`j — I N , EXISTING GLASS c **BLADE SIFLK DETNL HVF IS VALID FOR ALL BLADE W1/ H/�•/Vr/�� C E N T'!/E R M AT E S CENIERMATES APPLI APPLICATION WITH BIADEQI 1QOP®Ofl©+Oqi®OP1D a©OR ��% KH OR �4.� --_- �EE END WALL. CONNECTION ''10•QS°R©•©3 oR©.1©°R -- EXISTING CUSS DETAILS ON SHEETS 10 & 18--I / _�� i 8 oP 1 8 OR 8 + 7 eR � I ANGLE YI()61ALL01-ALUM.O ®+®wO+Odi 19+� 3 1/4° 7° 6 1�2� ....... _._ ... _ ..-.._..- __.._.__...._.____1 III OPPOSING SYMMETRYCAL ANCHORS Po CONCRETE -- / CENTERMATES I J HENTERMAT�S MIN. SEPARATION I, (TOP/BOTEOM)do I + ,... #10x3/4"S.M.S. ® 12° /'. ' (4) TOx,/2'S.M.S.TO TUBEI I ��� B.C. FULL LENGHT. Jl VJ HV LQCK__oT.Ap ' W y LOC pf TO CvsS j (SEE SCHEDULE j AT EACH ANGLE.(TYP) + I /Z *' ON SHEET II) 5 I '� 5 r._._..�-•--1 -gig_,.. _ r ^ oa' ',.. � � ! �, ex 2- Oil C�yj 1 20� R K� H f CHVA HVB 1©oR®°©`O7 °fl01) 3� POURED CONCRETE OR 0.0+©-©+O a 8 eR.. --T___-- - _---- - EXI __- LOCK WALL 10+�5° ©+�% 1©♦1©aR REQUPED _,.EXISTING`• ` SYMMETRICAL * I IN lJ`�7 '�°R©'�`®°" GUSS ,�"f ,�'� L F MIN.SEPARATIONrGLASS �ExImN l C�ITERMATES Ld' -- ©5+®OR1©+®OR®+@OR TO GLASS �5 GLASS mi Cl) * OPTIONAL ! (SEE SCHEDULE l 1 W� LV LOCK_© (INTERIOR) -_ I O'®°R Q+@-@.@ ON SHEET 11) .I MIN. SEPARATION'•., TO GLASS IN OPTIONAL T-C., (SEE SCHEDULE (INTERIOR)ON SHEET 11) 1 _ _—_— _ _—_.__ ____ - -_ L. iVA ES ox I 6' I.�" ' w /`Z .f (3 ! VARIES 90' - •, \ ---- ^" ® C�-- "� - .4)o� ® 6 , 2°MAX.SLACK (EXTERIOR) ** oUT HVE HVF HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, ``�Lt {III {SCprrr�/ 02020 TILTECO,INC. m 2020 EASTERN METAL SUPPLY, INC. BERTHA HVIM �? �\cEA, F '� Accordion Shutter System No.44 67^ s B L c' ® oAa KV. BLADE#1 W/OR W/O Kv WINDON BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: A1.P -' STATE F w/ram fi755 N.W.36tP.5.,S o.JOS.NRGINN GV 0EN5,FlORIOA 3316r Association. Inc. 1 OLD 17-107 ��2/202 DATE: 7/2/2020 Z.p•, Phone:(305)871-1530.Fox:(305)871-1531 4266 Westropds Drive z DRAWING No p . F pp P ` e- ift Olte°o®°ol-nn West Palm Beach, FL 33407 3 �• C�fli .•••\ CA-0006719 LO��V4 j7;'i�' DNA• Y`` -C�-'--- WALTER A TILUT Jr,P.E. 4 �� 4 `. SEAL SIGNATURE DATE FLORIDA ue.y 44167 a SHEET OF 20 rrrnlnnln A / / ALTERNATE INSTALLATION W/HV "T" LOCK db!!. HV MALE/FEMALE "T" LOCKS CENTERMATES (28) & LOCKERS-(2-t Af-�-)-HV BLADE * _ SEE END CONNECTION DETAILS_ON SHEETS 10 & 18 INSTALLATION (f) HV BLADE I 1 I p05"N0` W/ HD CENTERMATESQUT NBLADE�SUCK DETAIL HIT.INDICATED ONSMCET 8,O ® AS WELL A5 UNNEliSHE FLOATING BLADE WITHDETAILTH MDD-NVD.et 1 O• m INOICATEO ON THIS SHEEP,MAY BE USED WITH 7M5 ALTERNArr 1`10• ,,rram�_� INSTA4ATION oETAIL HYO SHOWN IN THIS SHEET. SEE END WALL CONNECTION----� ®"©''L�J"'©•®O1 DETAILS ON SHEETS 10 � 1B I 2.2`.1/8•.O'-2 ®•®m O'®m1 ® // /� (GO63-T6 ALLAY)ALUM. / I •® \3- - .. ANGLE W/(2)1/4•A TAPCON , 5/p• ! �. #) (..(..`3�# { ANCHORS TO CONpRTE — (OPRONAL (4)A10x1/Y S..S.TO NBEI i #10.3/4•S.M.S.0 12• ! # -AT EACH ANGLE.(TYP) i i O.C.FULL LENGM. # IN (4)H.V. .. ...-- IN (4)MY, 1' I L__, uH.GFPAIWWN 1 m 30 HV "T" PINS(nP.) iT PINS(TIP.) /{—1 w Gvs LOCK INSIDE 1 s 5;6 . ...---,_.---7'H ._.- _ y\"�.: ; (SO[SaITnLac ! ( ) O I- 1. - - -I ON sNm 1I I 0-20 x 1 1/2" S.S.M.S. 31 oR 31 4) ( 35*_.. —- — I (33 - -' OUT (37 z - / --U (oPnoNAI) *SEE NOTE fi FOR HV LOCK 3@ # W/ 7/8"0 x 3/32" WINGNUT. (oanoN&)HDB—HVB OUT HDC—HVC 'T•LOCK,ON sHt>:7 s. S�'MMEZRIC�L HD CENTERMATES.. SYM_METRICAI.-H1Q GEN.T.ERMAIES ©O HV "T' LOCK (OUTSIDE)-' 2� )N/— _LOCK_-((NIER1OR) G* L3 -LOCK (EKTE R t SERIES 94"ALUNIINUN (2024-73 ALLOY)LARGE FLANGE THIN ©m®m©•O�E'�A�O^'1G•®a SHEET NUTSERT,PART/0820, .._70•©m©•`LJ'-'©•®O1 AS MANUFACTURED BY AVDEL CHERRY' `LJ'�' TEXTORN,PARS"PENY,NEW JERSEY ©•OO •©�,©•OO •®0° 07054 OR EGWL _ __. __ —©.�a�•�mO•®m U ------- —��— D #SEE NOTES ON LOCKING RODS®a No LOOKS ON SNE-cr 5 SA. AI. —_ 0) UNA£RFOR RO C GUOE{�1 PLIO 100-MID R VANO FOR AIl QNIEfeIATFS APPI1G110N5 nRll RIME HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' ttlllilutt iJo" 02020 TILTECO,INC. ©2021)EASTERN METAL SUPPLY• INC. BERTHA HV,,, ,�?•''��CENS ''•P''- /-- 11 �; Accordion Shutter System �C® N c. s o ■ ■ H.V. WADE#1 W/OR W/O H.V.WiNIM BLADE NO.441 7 - American Shutter Systems CV.N DESCRIPTION DATE DRAWN BY: M.P • * ��t/��� TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 17-107 /2/202 DATE: 7/2/2020 0 8355 N.W.36N.SL•Sla 305,VIRGINIA W90ENS.FLORIDA 3316E 871-1530.Fox:(3D5)871-1531 4268 Westroads Drive 2 STATE ; Phone (3D5) 0,Ultecoo-I.Com West Palm Beach, FL 33407 3 DRAWING No a_,na s O ..FCORII' CA-0006719 20-164 WALTER A.TILLIT Jr.P.E. 4 // N� FLORIDA Lic.#44167 c SHEET'// SS�0 SEAL/SIGNATURE/DATE 20 POURED CONCRETE POURED CONCRETE ...-ROURED CONCRETE —POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIR •ED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED ED V / EXISTING GLASS EXISTING GLASS -­ — EXISTING GLASS —4-CONCRETC-ANCHOR EXIS1ING-GLASS_---_ 2 0 16"D.C. 1. -L MIN.SEPARATION --:::: f 2" VIN.,, SEE TO GLASS(S SCHEDULE ON SHEET MIN.SEPARATION WN. MIN.SEPARATION TO GASS(SEE Z 11 FOR BLADE(DAND To ISEE TO GLASS(SEE EQ,­4, ED .' I S'. !MLE ON SHEET 1/1 6"1_3"MAX-- ON SHEET 19 FOR S SCHEDULE ON SHEET I I FOR E0AND a E"al I ERADF 6.63-T(5) CONT. MADES CL)&0 11 F:n. FOR GUIDE(I)AND ON 94EET T FOR 11 SH&7 19 FOR (LOCATE AT _____j ON SHEET 19 FOR ALUM. CLOSER BLADES(D BLADES(D&(0) — I ol— 1/2' BLADES 0&0 EITHER SIDE® PLATE. (LOCATE OF AT EITHER SIDE MIN, 4__ F j -16 USE -OR 2-MAX. #lOx1/2-0S.M.S. AS APP CABLE)x2"x1/8"x0'-2" #100/2-S.M.S. ALUMIN CLIP ANGLE 16 D.C. -—-—-— 0 16'D.C. (6063 6 ALLOY)AT MIDHEIGHT,.-yy 0.1/2'S.M.S.TOO& To -nl N (2) 4-0 TAPCONS ANCHORS L AT 1"D.C.(LOCATE AT SEE DE ON X FQJ' • SIDE CONNECTION (f)OR OR SEE DETAIL X FOR d.OR TO TRACKS ETHER SIDE OF(D) — OR ([��\ SEE DETAIL X FOR 11 SIDE CONNECTION SIDE 4J -a @ TO TRACKS TO TRACKS 0-0'@-(D'(D'@- END CONNEIC 0 3 ---END_CONNECTION DEla(j) END CONNECTION DETAIL(3) END CONNECTION DETAILn2 PO JRED CONCRETE OR !E221�R SPANS GREATER THAN 12'-D' CONCRETE BLOCK WALL EXISTING EXISTING GLASS REQUIRED GLASS 2 MIN.SEPARATION 2 S.M.5,'�. To GLASS(SEE E) 16"1. MR SEPARAFMN —-—-—---- (�).R(�)OROOR SCHEDULE ON SHEET TO GLASS(SEE ------------- --------- 11 FOR BLADEOAND CONCRETE 1/2' MIN. SCHEDULE ON SHEET ------------ 0 CONIC ON SHEET 19 FOR ANCHOR 0 OR OR I I FOR BLADE OAN ---- @DR@OR(90R CONCRETE`__ BLADES &(ob 12"O.C. ON SHEET 19 FOR 7, a C OR BLADES(1)&0 OR ANCHOR "ED D.C. F." 1/2"MIN. OR(��)OR(5 OR 2 MIN 2,MIN. SEE LIMITATION FTU FOR I N-1 F. BLADE(9 ON SHOE 19 @OR@OR(qOR(5OR(p VIEW —05 10 OR POURED CONCRETE OR OR END INSTALLATION REQUIRED CONCRETE BLOCK WALL (j BLADE:) HV OR 19 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILEND CONNECTION DETAIL FLORIDA BUILD] CODE(Non High Velocity Hurricane Zone' 02020 TILTECO.INC. 02020 EASTERN METAL SUPPLY, INC. ,sN BERTHA HVIM 4rr Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY H.V. BLADE#1 W/OR W10 RV.WINDOW MADE No. American Shutter Systems REVe Nc DESCRIPTION DATE DRAWN BY: M.P Association, Inc. I OLD 17-107 7/2/202C DATE: 7/2/2020 63M N.W.36 h.SL.St..JIM,VIRGINIA GARDENS.FLORIDA 3316� STATE 3F 4268 Westroads Drive 2 Phone (305)871-1530.Fax:(305)871 1531 DRAWING No "tORV, -.I:tilt...6-1.— West Palm Beach, FL 33407 006719 20-164 ..... .SIONA SEAL/S IGNATURE/DATE WALO RRCD AA'0LT # J,1P7E. 54 SHEET 9 10 OF 20 SCHEDULE 11 5CHEPILE_ Y SCHEDULE #3 MAXIMUM SHUTTER SPAN'' "L+" OR I-" MAXIMUM SHUTTER SPAN* "L+" dAXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS INSTALLATION LEGEND -NOTE$ CENTERMATES. ® & ® or or INSTALLATIONS W/D 1I __W/ SYMMETRICAL CENTER); CONCRETE & (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® or ® or�o�— C,FNT�RMATES. //�ii& 2 &�W/ ONE HV LOCKS MANSORY— WOOD_ F� by 1 —POSfTNE POSITIVE -DESIGN-R2ESSURE RATING.------ -- HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK VP or®or� � OR W/ NO LOCKING WALL A, B, C,Q E, M, N, 0, P, Q, L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV T" W/ NO LOCKING RODS A.S.D. DESIGN PRESSURE RATING. ® ® ODS MOUNTING F. K & L R. S, & V. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t,tt) (VAUD FOR MOUNTING 11 BOTTOM SEE NOTES t,tt SHEET 7) FLOOR/CEILING (2) PROCEDURE T( DETERMINE MAXIMUM FLO SPAN FOR /x�, CONCRETE&WOOD MOUNTING Q H. I, 11, J T, U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V W MUM MA%IMUM 4 MAWMuu CONCRETE & M GIVEN A POSITIVE A.S.O. DESIGN PRESSURE RATING, A.S.D.DESIGN S.D.DESIGN aS.D.DESI INSTALLATIONS PRESSURE WALL MOUNTING FLOOR/CEILING PRE59URC WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. RATING RATING & NATiryG FLOOR/CE6JNG MOUNTING (P,_0 MOUNTING (P9T) FLOOR/CBONC MOUNTING 1. OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (P'O•) (+OR-) -,__ _-__-__ ___-_._..._.._.__ (+OR-) . (+OR-) _FLOOR/WALL MOUNTING - �L DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE. L i (R) L-(R) L i (R) L-{R) L+ V MAXIMUM SHUTTER SPAN '"L+"OR "L-"FOR 30 OR LES 16'-D" 16'-0" 16'-0" ts'-D' 30 16'-0' 16'-a' 30 t6'-o" t6'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE __...._._...__.�.___.- .._.....__._._.. :._,..._ _.___. 105 psf.A.S.D. DESIGN PRESSURE RATING. U 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 _.__-1__13' 0" 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' 1' HV CORNER CENTERMATE®3 MAY BE USED AT A _..-.__ _.._ -._ . _ ...__. LL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 55 1112-15" 13'-7° 50 12'-5' 12'-5' 50 12'-3' 13'-1° � MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR CEILING MOUNTINGS: _.._._.__. _.. ._. 0' 11'-10" 12-1 12'-11" 55 11'-10" 11'-10' 55 11'-1' 1,'-11 SHALL BE AS INDICATED ON MANDATORY CONDITION #2" FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE ..___._.._ —'------------..___ _60 11'-4' 11'-4' 1 I'-7` 12'-4" 60 11'-4" IV-4' NOTE#5, SHEET 5,-,__ 60 - -10'-2'- 10-11 RATING: 6 10•-10" 10'-10" IV-1- 117-1 65 10 10 _,.•,10-10" 65 9-5'_ 10-1' — - ----- ----- - - ---- L1+= MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. _. 70 10 - 10 6 11'-5' 70 10'-6' 10'-6` _-- 70 _ 8.-9" 9-4" L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10 1 10 1 10'-4" 11'-1" 75 10_-1-1' 10'-1' 75 - 8'-9" ttEXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 91-10" 9'-10• -10'-0'_ 10-9'_ 80 _ W-10_ __9_10' "L-"AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 - 9'-6' 9'-6° 9,9 10=5 85 9'-6" 9'-6" INSTALLATIONS IWO CONCRETE OR CONCRETE BLOCK RATING: - 90 9 3 9 3 9'-5 10'-1" —90 _ 1--3" _ -9'-3"-„ SHALL BE LIMITED AS FOLLOWS: DETERMINE: ----- ------ ------ ----- -- - - - ,- CONNECTIONS TO KEYSTONE MOUNTING 95 ._ _9.-a. a,-,._ - 8`9 9'-2__ W_10" _ _9_5 _ 9'-0.. __8'-9" Li-- MAX. SPAN FOR WPLL MOUNTING INSTALLATIONS. 100 8 9' 8 4 9'-0 9'-7 100 8 9 8 4 LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING __ _ _--. - -.7'- ..___._ .__-_. ___ -- _.._ MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 8'-T T-11' 8'-9" 9'-4" _.-- 110 --._---_..__. -..- 110 8'-4' 7'-7" 8'-7" 9'-2' 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-� 7 3 -a a 1 _115 e 2 _' 3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+, L2+ L,- AND "Lz-" 120 8'-0' 6 11 8-2 8-9 120 B O 6 1 1 ----- (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 68^ _8_0_ 8'-5" _ 125 _7T10"- _. 6-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7 8' 6 5" 7'-1O W-1" 130 7-8" 6-5" MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR _. _ . WIND ZONE SPACING. 135 7 7 s 2 V-s 7•-9 135 7 7" -6 2 SEPARATION - 140_-_i 5 __.s ;, `7'_7 i,_s -140 5 s-,,..... ASTM E-1996 -----ias--- �._3.- 5,_9._ -7,_5:- --�,_3e- --ia,-- --�,_J. g.-- TO GLASS ---7---.. - --- --- ----' -- 5 __. -2' --7- ___150..._ 3-Z`.....5--�'---- -4.-------- -150 -�'- —s-'-- 155 7'-C' 5'-5" 7'-2" 6'-9" 155 7'-0" 5'-- 1 THRU 3 _ 160 W-11" 5'-2- 7'-1' 6'-7" 160 6'-11° 5-2" 7•_O'----6'-4" .._.__.5:_�:_- _-�____. "._. 170 6'-9° 4'-11" 6'-11' 6'-2" 170 6'-9" 4'-it` - 180 6'-7"-`_4 9 6-_-9 5'-10" _.._180 -__6 7 - 4 9--- (1> H V B LA D E _-180 __6_-6" _4 8 6'-a 5 10" 180 6 6 4 B 185 6•-5" 4'-6- 6'-7 5'-B" 185 -6.-5' --4-6- __— 190 6'-4" 4•-5' 6'-G" 5•-6" 190 6'-4" 4'-5- ...__._.__._ ._... ..____._.__-_.—.. 195 4'-3" 6'-5" 5'-5` 195 6'-3" 6'-4" 5'-3" 2004'-2" 205 s'-1" 4'-1" fi'-J° 5'-1' 205 s'-1" 4'-1" FLONA BUILDING CODE Non High Velocity Hurricane Zone I t�7,, 02020 TILTECO,INC. ©202..0 EASTERN METAL SUPPLY, INC. A. /11 L Accordion Shutter System E� ® 1 N c. ® E ® ® KV. BLADE#1 W/OR W/O H.V. WINDOW BLADE American Shutter Systems 4EVo Nt DESCRIPTION DATE DRAWN BY:MWVV,/LG. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. , OLD 17-107 T/z/zoz DATE: 7/2/202o 6355 N.W.JDIA.Sl..Sle.]0�,VIRGINIA GAfD)ENS,RJ)RIDA 331 G' z o STA `OF Ph—:(305)671-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No '�'•, cA o-moil:ellLocoCool.00m West Palm Beach, FL 33407 3 14O. I9P •' CA-0006719 20—1 64 •... , 1/``- ---- WALTER A TIUn Jr.P.E. 4 'S/O FLORIDA Uc.#44167 s SHEET 7, N JiSIGNATURE/DATE 6 11 OF 20 KWIMUM ANCHOR" SPG IC NG (in.) SCHEDULE FOR A GIVEN MAX. SHLTrER SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE SPACING LEGEND POURED CONCRETE SEE MOUNTINGS A.9,C.U AND '21ET B) RED CONC CONCRETE BLOCK TAPCON OR UAXIUU _t�WALL HEADER MOUNTING L,WALL HEADER-MOUNTING ®WALL HEADER MOUNTING D WALL SILL?tOUNTI UWALL SILL yOUNDNG U&(FBI WALL HEADER/SILL TAP CON WITH ADVANCED SPAN W/- W/- a) ------ - W/_p 4) MOUNTING.___ __ THREADFORM TECHNOLOGY (ft) A.S.D.DESIGN NEGATIVE PRESSURE.RARNG(w.A5.0,DESZN NEGATIVE PRESIM MIINC(r,I ASD.,OmGN_NEGAINE PRESSURE AAIetC(Iel A9.0.06GN NEGVS£PNE591NE RQING s(A5.0.OESGN ttEGA1NE PRESSURE R}T81C(p11,AS O.OE}IfN NECMM PRfa11RE MRNG AL____ OLID-SET-_- J0I 40 60 75 BD 120 180 L205 }0 40I fi0 7S 190 120 160 205 30 40I 60 75 BO I120 180'205 30 40 80 7 90 120I 160 205 30I 40 60 75 90 120�160 205 30 40 BO 75 90 I120 160I205 _BLUE TAP 14 12 1_10 9 B B L6 6 14 12r10 9 B rB 6 8 14 TJO�i--9- B _e 6 6 14 12 10 9 B B I B 14 12 10 9 8 8 e 5.5 e e B B 8 8 7 I5.5 3'-0" 14 12 10 9 8 e 6 6 14 120 9 8 6 6 14 10 B B t B 6 6 14 21098ee72 10 B_ 88 8 8 B e -eTAPPER+ OR LESS 14_ 12 10. 9 8- 8 6` 9 14_ 12D 9 B 6 8 14 10 9, _B_I 8 8 B 14 12- 10 9 8 8_. 8 3 14 _12 10 9 B B 8 6 88 14 12 10 9 8 8 e 6 14 12D '8 18 6` 6 14 10 9 8 B B 6 14 12 1D 8 B e 6 - 14 12 10 9 B B 6 8 8 B a 6 8 1 B B 7 14 12 10 9 B e 6 4 14 12 jjR'j_R_ 8 8 6 6 14 12 10 9 e B I1{a 8- 14 12 10 9 8 7 _ 14 12 10 9 B 7 55 B 8 8 0 8I 7 55 4 10 9 4'-0" 14 12 10 9 B -8 65I 4 T 12 10 14 fi' A 9 8 1 5 6 14 ;2 To- 9 B 6 6 6 14 12 -I 9 B 8 514 125 - 14 I12 I10� B10 9- 8 B 6- 6 9 -9_ B .._8 8� B e�_�5 14 12 10 9 8 _8 45 14 12 f0 9 8 Br6_[�.51At 12 10 i2 _ __ _ T- 5' 0 14 12 10 II_9_ ii l4 12 10 9 e 8 3 5 14 12 10 8 8 8, 6 8 14 12 1019 B 7 _ 14 12 10 9 8 B B I 8 8� B 8 8 8 B _814 12 10'9' 8 SS 14 12 f0 9 8 B 5 14 12 10 9 8 8 B 5' 14 12170 B 8 3 - - 14 12 10 _e _B 7 - I 6 �B I 8 B B 7 5 4 SPECIFICATIONS ..�__.�, ____ _._.__.___. _ _ _. _ _.__._ .._ _. _ I ..___ �_ ____14 72 10 9 8 B 4 - 14 12 10 9 B B 3S 14 12 10 9 8 8 B 8 14 12 10 9 8 - - - 14 12 10 B 8 7S - - 8 8 8 B B 7S 5.5 +` ON SHEET 13 14 12 10 9 8 SS 3 14 12 10 9 e B 4S 14 12 10 9 8 e 6 6 74 12 95 7S 4 - - 14 12 95 75 65 3S 8 e B_7S 6.5145 3.5 - -O, 14 12 10 9 8 SS_ 14•12 10 9 B 8 4S 14 12 10 9 8 8 6 6 14 12 10 9 8 4`i= = 14 12 10 9' 8 B 4_ B B_ B B B B 8 7S -� _ ._ _ _.. _llt 14 12 10 9 8 3 14 12 10 9 B 8 - 14 12 10 9 8 8 S,S 35 14 12 10 B 45 - ., _ 14 12 10 9 �75 4 B B 8 .,....�_ _ _ __-_ _.._.,,,_. _ __ .__-___tt ... _._.___,._.. _ 14 12 10 B' B 'S 14 12 10 B 8 8 4 - 14 12 10 B 8 8 8 5.5 14 12 10 9 5 - 14 12 10 9 8 4.5 - 8 8 8 8 8 6 4.5 14 12 10 9 8 4 _ 14 12 10 9 B 6S 3 t4 12 10 8 8 B 8 14 12 0 45 _ _ 14 12 8 BS 5.5 - 8 B 8 6S S.5 4 } 7,-O, 14 12 10 9 B 4 14 12 10 9 8 6.5 3 14 12 10 9 8 B 6 = 14 12 10 9 8 --I 14 12 10 9 8 7 -I 8 8 e 8 B 8 75 6, 14 12 10 B 4.5 - 14 12 10 9- 8_ 4_ 14 12 10 9 8 7 4 - 14 12 10 5.5 _ __ _ 14 12 10 a 8.5 - 8 B 8 8 B.5 9 J 5 - _ __I__ ___.. ____.. _ _ ____ _._ _ __. 'I 12 10 9 7S 3-5- - - 14 12 10 9 8 6 - - 14 12 10 9 18 8 6 1- 14 12 11D 6 - -I- - 14 121 10 8.5 7 - - - B 8 8 8 7 5 4 - 14 12 10 9 SS 3 14 12 10 B_ 8 45 14 ,2 10 9 8 e I 14 11 7 - _ 14 11 7 5.5 35 _ 8 B 7 5S 4.5 3S - 8,-O, 14 12 10 9 ss 14 12 10 9 8 45 ik 12 10 9 a B = 14 12 ;D_-7- 4 14 12 10 9 9 3 __ e 9 e 8 e 75 7 4 SEE LIMITATIONS OF SE 14 12 10 5.5 3 - 14 Ti-IiD 7 B 8 _ 14 12 10 B E SS - 14 12 eS 3 -I 14 12 85 7 4 8 8 8 7 6S 4 3 U FOR ______ J _ _.._ __ Y _ _ __ _ _ ___ _ _.. _ ___ _ .. .-_ - BLADE ,A ON SHEET 19 14 12 10 9 6 -L- - 14 12 116 9 8 4 - 14 12 1D 9 8 8 - - 14 12 9.5 - -r--I- id 112 95.7.5 45 - - I- 8 8 B 75 fi�4S 14 12 10 6.5 4S (_ _ 14 12 10 9 75 14 12 10 9 B_' _ 13 BS 4 - 1}19-9 6.5 5 1- 8 8 85 5 4 3 14 12 10 65 4 I 14 12 16 8 7S 14 12 10 e 8 14112 10 5 - 14 12 10 .9_55 I 8 8 8 8 8 6S 6 S 14 12 8.5 4 _ - 14 12 16 -87 45 _ _ 14 _12 10 9 7.5 14 115 4.5 14 11S 7.5 6 B '8 75f.8 5' 4 I 14 13 10 e 4 - - - 14 12 10 9 7 - - - 14 12 1a B 8J - - 14 12 5 - - -I- I- 14 12 8 0.5 - - - - 8 6 8 0.5 55 4 1{ 12 B.5 5 35 - - 114 72 10 9 ASS - 4 12 10 9 I B t 5 8.3 - - - - 11 SI 8.5 SS - - - - 8 8 I 55 43 3-5 - 14129.5535 - - 1412108 5.5 1412109BI -_ 14127 - -I- - 141210755 - 5B_ 88875 45I,= 10-0• 14 12 5.5 3 _ i fff- 14 12 10 8 t J - 14 12 10 .8„ 6 I_I - 14 10.5 J_r_ -I- - 14 1_OS 7 _35 _ - - B 8 7 55 45175 _- tt - 14 12 10 -G 8 'i- I- I- 14 11I. - 14 12 9 4S 7 - '- I- 14 12 10 -9-F S - -- -- - 14 11 7.5 - - - - - a87.5 6' 5_ - - - 14 12 J-' �_. 74 12 10 1-_ _ - 14 12 10 - 0.5 8 - 05 B 5 - - - _8 1 8 5. 4 3.5 _ 14 12 _ - _ 14, 12 10 1_ _ 14 _72 _ f 12 5_4 174 72 1 10 = _ 8 i 8 8 B B 7 JS i- �. 1412 4 -�-I- 141210 - - - 14 i1210 - - 1 I __ 2595 =_I - 125958 ' i- - - BIB 6 5 4 3 I . 11 1a 12 10 - - 14112 10 - - JS 10 - - - 14- 10 7- - _ - B B 715.5 4.5 - 14 12 1551_ 14 12 10 I 14 12 10 - 95 7 _ - 12'-0•_74 12 8.5 _ 14 12 10 _If _ 14 12110 _ 14 12 4I L4 12 10 B B. B B 8 6 3 - 14 12 ] - II)r 14112 8 14 12 110 -_11 5 BS '_ I I S B 5 4 I4 _ 8 8 S.S 45_{ _ 4 12 5 - 1 14 112 f0 14 12I10 -- - l2 0 - I I35 95 4S - B 8 B 5 I 4 ;< ;z1-7-( I i `;z I ;4 ;z i - _ 19 ;z - i_I 4 BZ ' = 0 I88 85;B5t1 8 I45 (1�i HV BLADE OR �� HV BLADE 13-0' 14 10 - 14 12 1412�- O55 44 8 - - B8 54I3S - ;4 12 _-._ _.. _. 14 12 - - - I- 1.5..6.`.-.f 8.5 I-_- _. a..B' S5 ,.SI_- _= WJ 1A HV WINDOW BLADE 14 12 - I, - 14 12 -I - 14 12, - - 4 9I - I 1 14 12 - I- I 8 8 8 8 75I4 - N I I I WORKING IN UNISON 14'-o'is 7 =I = - = 1a 1i = -I 14 12 - = 10 a - io 7s - = e' T5 s 4 _�. - - - _._ 74 _-9_ - - - - ,4 ;2114 12 r - - - - 4 tz - - - 9sl a - - - - 10.5 e l- -i- - - - e 9 a -4 - - - 14 14 ( 14 _ I - 7.5 - - - - - 7.5 I - I - 7515.5 JS ,3.I 14... - ... ._.I 14 - - 14 _ _ _ 14 - I - B i B B 7 7 JSd-O' 14 14 ! -_.___ _' 14 = - e - - __ - 9{I{ = 8 7 4S J5 .J.I 1414 - - 14 - - - -1- - 1 U - I !' 10 - - 8 7.55I4414 - l 4 - I . ag5.1 14 7 56 3- - _ . .a 85 4iJ5 C If .I - 9 - - - 45 FLOFJDA BUILDING CODE(Non High Velocity Hurricane Zone, A2020 71LTEC0,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM �\cEN �' A.�® o� Accordion Shutter System � E C 16Y c. o FLV. BLADE#1 W/OR W/0 H.V. WINDOW BLADE N0.441 American Shutter Systems - �•EX TILLIT TESTING & ENGINEERING COMPANY y EV.N DESCRIPTION DATE DRAWN BY: MY _*'• * T r`� ��� 6355 N.W.3Mh.St.Ste.30.MRGINIA GWEJD .n RIDA 3316: A9$aClatlOne Inc. t OLD ,7-,07 7/z/zOz DATE: 7/z/zozo o'• STATE Phone:(305)871-1530.Fax:(305)071-1531 4268 Westroads Drive z DRAWING No %9'•, /• ``� .-.oil:U1 -.7ool.00m West Palm Beach, FL 33407 } o�'•• CORK CA-0008779 WALTER A.TILLIT!,P.E. 4 �O- �� 77 �U•••'•'•• ' \\ FLORIDA Uc.()44167 3 'affff�ONAL A\l,Ea\\SEAL/SIGNATURE/DATE 6 SH 12 OF 20 MAXIMUM ANCHOR* S ING -SCHEDULE FOR A GPIEN MAX. SHILTITER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNBNG TYPE FOR CONCRETE OR CONCRETE BM INSTAUANDNS (SEE MOUNTINGS E.G.&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONgEFE/CONCRE E B104C POLRED CONCRETE ___--,Al TO EXISTING POURED CONCRETE:(Min.Pc-3 toot) �MWBM-QE WALLSILLMOUMIN __©CEILING-MOUNTIN _Q FLOOR MOUNTING �� 1?A�HG_LEGEND - 40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.Vc=3 ksi) 1/_�0_x_3/_4-ALL_P_OINTS_SOLID_SEr ANCHORS,AS DISTRIBUTED BY AEI.POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min. t'c a J lai) (H) SD.DEMN NT AM PRESSURE KITING(pai) .. EfyATN�E PRIESSME RAIMC SD.DESIGN NEGITNE PRESSURE RATING Psi) - 1/g 0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Niii.f 2 ksi) 30 40 60 75 90 120 1B0 205 30 40 6011.E 90 120 180 205 30 1 40 60 75 90 12D 160 205 TAPCON OR - 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED THER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. Min.f'c 3 Hsi 14 12 10 9 8 8 6 5.5 74 12 10 9 8 8 6 6 14 72 10 9 8 8 6 6 ( ) _ _ �,---, _ __ TMRFAOFORM TECHNOLO S-0" 14 12 10 9__8 8_ 6 6 _14 12 10 _B B 8 6 6 _14 12 10 _9_1 8 B _6 6 p_ T NOTES- OR LESS 14 12 10 9 8 8 6 B- 14 12 10 9 B 8'8_8 74 1Y _10 9 e _B_ 6 6 BLUE TAP W/CAP A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPGON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 8 �e 7 14'12 10 D if 9 B 8 14. 12 10 B B e 6 8 14 12 10 9 8 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 B 8 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. -___._.._ ___ ______-. ._.__._.__ _._..._._._.._._..__..__._.__ 14 12 16 a e 8 6 6 14 t2 10 9 e 6 e 8 14 12 t0 e e 8 6 sS 0.2 MINIMUM EMBEDMENT OF 1 4 0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7 B INTO THE POURED CONCRETE. NO EMBEDMENT 14 12 10 8 8 8 6 4 14 12 10 9 e a 6 45 14 12 10 9 a 6. 4 3_5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 SS.MACHINE SCREW USED SHAH BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND _ _ _._ 14 12 10 9 '8 8 6 46 14 12 10 8 B 8 55 14 12 10 9 8 8 B 45 1'MINIMUM FOR WALLS WITH NO STUCCO 10. 12 10 9 7.5 55 35 14 jj� 10 9 8 B 651412 109 .5 4 O SFE UMf�(AONNS OF USE POR ' _ ___ .-_- _-_ Bt/DE 1(�It ON 91EET 19 I4 12 10 "s e e 6- 6- 14 12 10 9 _8 B 6 5.5 14 12 to 9 8 6 s 43 A3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 12 1D 9 e 7 4 - 11 t2 10 9 e_-6z 8 3.5 14 12 I t0 _e _B3 5 3.3 3 ANCHORS SHAL BE LONG ENOUGH TO REACH•THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 10 -9- a 75 4.5 - 14 12 10 9 8 -0 6 45 14 12 10 B e 0 4.5 3.75 NOTES A7)&0.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL S1UD5 CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 6.5 4.5 - 14 12 10 9 8 7S 55 4 74 12 10 9 e 6 4.5 3.5 INSTALLATION INTO EIFS WIT METAL STUDS SEE SHEET 20. 6'-0 14 12 10 fl 8 8 B - 14 12 10 B 8 B 6 5 14 12 10 9 e 6.5 14 12 10 9 7.5 5.5 3 - 14 •f2 10 BS 7 5.6_ 4 3 14 12 8 6.5 5.5 �4 J_ (8) TO EXISTING CONCRETE BLOCK:(ASTM C-90) ' _.- - .75 14 12 10 8.5 B ii ! - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 12 1a 9 e 6 - - 14 12 t0 9 B 8.5 5 1 4 0 x 3 4 ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 72 8 85 SS_ 3 14 12 10 9 e 8.5 4.5 3.5 14 12 10 a 7 5 3S 3 - / / 1-4 12 la9 B B = 14 12 10 �e e 7 �5 4 14 12 10 -8 7.5 9.8 4 3 - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 7'_0• _ ___.__-__-._:..__....__. _-____.._._.....-.__...-_._.-_-__-iii- _-_._._..__-_. - 1 4 0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY All POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY 14 12 tN a 6.5 a - - 14 12 a 7S 6 4.5 b_5 - 14 toy 7 5.5 4.5`.5 - THER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 16 B5 7 4 - 14 12 10 9 7S S.5 4 - 14 12 9 7 7.5 45 - 14 11. 7 55 4.5 - - _ 14 12 t0 9 75 55 4 - 14 12 9 7 6 i4.5 3 - NOTES: 14 12 10 B 8 B.5 14 12 10 9 B 0 4 - 14 12 10 8 6.5 5 35 - - -- - -- BA)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON 14 12 8.5 7 SS 3 - 14 12 B 85 5S 4 3 - 12-5 9.6 0 5 4 3 _-__ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 14 12 9.5 75 e - 14 1 12 9S 8 8.5 5 - 14 12 0 0'6.5 4 13 95 eS 5 3S _ jj4_1+IR 70 8 fi5 5 14 12 B S.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 112 10 9 e 14 72 16 9 75 4.5 - 14 12 85 7 554 - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 9'-0. 14 7115 7.5 8 4 14 i1 7 M..S JS - - 11 8 55 45 J-- - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 14 112 8 6.S 4.5 - 74 12 85 7 5.5 4 14 10.51 7 5.5 6 451- 17 S e 5 S.S 4 14 12 B 7 6 4.5 - 14 1 71 7 .5 45 3S - B.3) IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10.-0' 14 f2 10 9 7S .- 14 12 16 .e 65 S _ 14 L 12 e 6 �S 4 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON t4 10.5 7 5 35 _ 13 BS 67 _5 _4 3 10!7S 5 4__3 I+ __-_ NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 14 11 7.S 5.5 - 14 11S 8 6 5 4 2.5)95 6 5 4 14 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 8 D.5 5.5 4 - - 13 70 6.5 5 4 3.- _-__.. __ 1-7_ 9 7 D 4b - - 14 10.5 7 5.5 4.5 '3 - - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. i2.5 9.5 5 - - - 12 B _6 4.5 4 3 - 9 7 4,5 3S1 3 _ _ 14 f0 7 - - - - �- 14 16'S7 5.5 4.5 - - i.58.5 5S 4S±J.75 - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)Vf]i5U5 SPACING RELATIONSHIP FOR ANCHORS. 95 7 4.5 - I 14 175175 8 5 _ 12 B 6 _45 4-to 12 10 - 14 12 a 65 55 13 10 85 5 4 - ):Lt E_QISGE_ R. i.$_$P9(ijNs-S.Fr�IEQULE�TR ANCHORS: 1 S 6.5 4.5 _ ! - 11 5 55 _4 35 - - B '6 4 3 -_ MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 4 .5 13 9.5 6.51 5 4 OS B 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. B R 13'-0' 14 - l 1a 71.975 6 5 1 - iz 9 `6 45 4JJJf - FACTOR05 ( - to 75 5 4 3 - 75 45 4 3 - - Ada• TAPCON WITH ADVANCED / TAPPER + = 1z 9 5 ss 4 - 95 7 15 4 - EDGE TAPCON THREAD("ORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W CAP MIN.SPACING 8 6 - 13 95 65 5 - 10S 7.5 5 4 - H LADE OR DICTANCE _ 14 12 - - 14 1oS 7 55 - 11 8.5.55 45 - I E.D. MIN SPACING-3 MIN SPACING-3' IN SPACING-7 / MIN SPACING 3' 3 3/4' 4' 14'-0" 70 75 38 - 7 B 35 3 - - D POURED CONCRETE PDAEO txxu�E mNc>:tTE ancx MIN. ETE BLO K1&2 PO CONCRETE BLO N& E OONQiEIE aLOO( I15 e - - .. 11 8 5.5 4.5 - ..- 9. B.5 45 .- - _.-. E0.= MIN fD.•S 1/2'MN.ED.*21/2' ED. MN M-31/E MN.ED•21/2• 751 _ - - 72 9 6 - 95 7 45_ - (t91 HV WINDOW MN a� MOLE 1 z MN •r - - `- LAD WORKING r 1.0 0.90 1.0 0.78 1.0 0.84 1.0 10 6.5 - 10.6'8 5 --- 15'-0 .- I _l_-. -__ _" _- - _ _ N+ _ .._o.el - 1.(1 .._.. - .-_ o si 1.0 105 88 5 ._ 6.5 5 3 IN UNISO --- - - -- - ----- - --- - - --- ..- - ---- 10 - - - - - - - - - - - 9.B 6 4 - - - - - --Z• - .0 71 __.-._._._. .._---`------ _ 051 _ -I I25 9.5 M. - - 16�f75 55 _ 1 J/4" - 091 _ _ -_ _..._. 0.43 14 e 4.5 J i- I _ ! 1 1/2" 0.35 0 35 9.5 = - - - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' �TIJIPHII hill"ir A' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. ,OM ...., ..s '%, BERTHA HVTM "` Accordion Shutter System No.44 67 _ Vil M �1"c o ° ® o H.V. RASE#1 W/OR W/o KV WNww aAx *: 1t American Shutter S�Zo TIWT TESTING & ENGINEERING COMPANY stems U Y EY.N DESCgIPTION DATE DRAWN BY: P STATE F 63"N.W.36th.St,SU.=.VIRGINIA GARDENS,FIARIDA 3316t Association, Inc. 1 OLD 17-107 7/2 202 DATE: 7/2/2020 Z Phone:(305)B71-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No FCn i, mail:tilteeccoogool.com West Polm Beach, FL 33407 3 S�ONA1 E A\````� WFFLLORIDA Uc d 46167E S SHEET20 1�� 'YYIIt111111 (�Lt'•�EAL/SIGNATURE/DATE 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNNNGS I,J.K&L ON SHEET 7) POURED CONCRETE POURED CO CONCRETE BLOCK ANCHORS SPACING LEGEND I)WALK OVER 1 It TRENCH yg0y0y-C.. -.- _ ORAINGUARD_MOUNTWG__@WALL/FLOOR MOUNTING ©WALL ALK OVER MOUNRNG MOIu1TINc G?.__ _. _.:. .-_ .. _ TAPCON-OR SPM DESIGN NEGiNE PRESSURE R1MG ASD DESIGN EfffANE PRESSIM RATING 4SD OEM WATNE PRMSURE RUING ASD.DESIGN NEGLM P RATING IT,.I (e) __ ... ._ __. .. -_..__.... __.. -.... __.. t .._ _. _._ _ ...-__ _ __ _. TAPCON WITH ADVANCED 30 40 60 75 1 90 120 180 205 30 4D 60 75 1 90 120 160 205 30 140 180 175)9D 120 1801205 30 40 160 175 90 120116D 205 THREADFORM TECHNOLOGY 14 12 10 0 B_ B fi 6 12 12 12 12 12 1.5 6.'5 6.5 1 7 7 7 7 1 7 7 55 S_ g $ 5 5 3 5 5 b B 6 12 12 12 1Y i2 11 95 7 7 J 7 7 7 7 -7 7�!7 5 6 }5 5 1 5 s 5 5 ALL POINTS SOLID-SET 7R 1EM 14 12 10 9 B B 6 6 12 12 12 12 lOS 8 6 4 t{ 7 1 7 7 7 7 7 7 6.9 9 5 S_ S 5- S fi_ 5 BLUE TAP 14 12 f6 e B (B 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 1 7 5� 5 5 5 5 S 5 S TAPPER+ 14 12 10 B B 8 6 6 12 12 12 12 1.5 8.5 6.5 5 7 7 7 7 7 7 5.5 4 5 5 5 5 L. 5 5 4 4'-0 14 12 10 B B B 6 8 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 B 6 12 12 12 OS 6 i 4S J.5 7 7 7 7 7 7 6S 5 5 5 5 S 5 S 5 5 14 12 10 9 8 B 6 B 12 12 12 12 10 7.5 5S 4 7 7 7 7 7 1 7 1 5:6 5 5 S 5 5 g.. 5 5 14 12 f0 0 e B 8 e 12 12 12 11 B 7 5 4 7 7 7 7 7 $5 4 3 5 5 5 5 5 S 4 S 5' O 14,,12 10 9 8 B 6 8 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 . 5 5 -5 3 5 5 5 S 14 12 10 e_ B B 8 8 12 12 9S 7S B 45 35 7 7 7_ 7 7 7 5 35 6 5' S 5 5_ 5 5 4 14 12 10 B 8 1 B 6 [13- 12 12 12 9 S B 6 4 S 7 7 7 7 7 7 5S 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 B B 8 8 B 12 12 1.5 9 75 5S 4 3 7 7 7 7 7 45 35 5 5 i 6 5 6 45 35 SPECIFICATIONS 6•-0 14 12 10 '9` B 8_ 6 6_12 12 12 10 e_ e_45 35 7_ 7 7 -�- 7_ 7 7- 7 5 5 _5 5 $ s 3 5 ON SHEEP 13 14 12 12 12 B 6 5 4 3 7 7 7 7 7 5.S 4` $ g 5 3� 6 5 4 'S- 14 12 10 B 8 8 6 6 12 12 10 8 0.5 5 ,75 - 7 7 7 7 7 e 4.5 - B 5 5 5 5 5 4.3 - 14 12 10 B B B 8 6 12 12 10 8 &S 5 J.5 - 7 7 7 6S 5.S 4 - S 5 S S S I I 3 7,-O. 14 12 10 9 B B- fi -6 12 12 12 85 7 6_ 4 3 7_ 7 7 7 7 7 7 6 5 5 5 5 _5_�5 -5- 5 14 12 10 9 B B B 6 12 10 8.5 5 45 J 7 7 7 7 05 5 .3 5 5' 5 5 5 5 35 S i4 12 Td a'e a -6 6-12 12 as 7 s.a 4 - - 7 7�i 7 7 5 = 5" 5 5 5 15 s -4 - 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 9 B B 6 - 12 12 &5 7 5.5 4 3 J 7_ 7 ,.7 5,5 1.5 _S_ __5 B $ $ 4S 3.5 - D DESIGN PRESSURE 6'-0" 14 12 10 9 B B j 6 - 12 12 10,$7.6 B 4.6 3_5 - 7 7 7, 7 7 7 7 4 5 3 5 S 5 5 5 5 II D I E SURE RATING & FOR SPANS PER 14 12 10 9 B 8_ B ____ 12 9 e _4s 4 3 - 7 !7 7__7 ss a - s'-s=1 s s s a 3 SCHEDULE /j3, SHEET 11 14 12 10 9 B B 6 12 11 7S 6 5 .75 - 7 7 7 7S 6 4.5 - i- 5 5 1 5 5 5 4.3 - 14 12 10 9 B 18 12 1.5 7.5 I fi 5 3 5_I 7 7 6 5 5_ 4 9,-O. 14 12 10 9 8 0 12 12 9.5 65 OS 4 13 7 7 7 7 7 7 e �S .5 _S 5 5 5 S 5 5 ..�._.___ II _ 14121098 8 10.58514 3S - i 7778535 - 5555543 14 12 10 B B B 12 10 e.5 5 4S - 7 7 7 6.5 55 - g 5 5 5 5 4 14 12 10 B e B 12 0.5 7 5.5 4S 3.5 14 12 110 0B 8 - 12 11 8.5 8 5 3.5 7 1 7 7 7 7 7 f4S55 SI S S I S 5 45 10'-0"- - I _ - - 14 12110 9 8 B - 9.S 7 4.5�35 3 - 7 7 7 6.5 4.5 _ 5 5 5 6 4.6 35 14 12 TC 9 -8 8 - - 12 B B 5 4- 7 7 7 6 5 5 5 5 4S e 14 12 t2 B.5 8 5 47 3 - - 7 7.1.5. 4 3 - I}-_ 5 5 5 4__J.5 .14 12 10 9._I n B - _ 12 10 7 5.5 4.5 35 -_l-_.7 7 7___7 7 ,7-JS_I_ 5__5_I-5_ 4__ 11•-0 '--'- eS 4 3.5 _7 7 7 6 S -4 - -iii 3 5 15 5 �4 J - ; 12 10 9-1 B e = ;S 95 L. <B 3t 46 �s 45 g 5 45 38 5, ='- H V BLADE 0 N LY 14 f2 10 9 [B - 12 0 11 12 30_ B I B 12 9.5 6.5 5 4 - 7 7 . 7 7 6 J 6 5 5 5 5_ 5 4S 3S 14 12 10 91B_ - 8 6 4 3 - __7 _7_5515_JS _ 5 5 5 4.5 4_ J1 14 12 10 -1-9 B I- 10 7.5 5 4 - 7 7 6 5 - - 5 5 1 5 5 4 jj.� 1414�Ijj t 0 10 55856_4S 35 3 76_5 75 37 7 45 _ 5 5 4-5 5 _9 S 4S13-0 1420 9 B _" 7_55 3.5 J _.� 7 7 5 4 7 _ 5 _55 4J20 B 0 9 7 4.5 .75 1- 7 7 $S tS 5 5 5 4.54 - 1 14 12 10 9 I - 10 7S 15 4 J !- : ! 7_ 13 14 .3 I - 5 5_ 4 3 - - - 1- 14 12 10 8 - - 0.5 B 5.5 4 3S =I 7 7 7 7 7 1 4 9 $ 5 5 -_ _ _. .._ 14-0"14 12 10 Y - 6.5 5 3 - 7 7 5 3.5 - 5 5 5 4 - - - 14 12 10 9 - - -'8.5 8S 4 - - - - - 7 7 5 4 - - 5 S - 14 7 4.5 35 S - 1♦'12 -10 _ 10 7S 5' 4 3 - - 7 7 7 7_ 7 I3.5 - S 5 5 5 'S 5 4 J 15'-0"14 12 10 I 8 ``4.57 �- 7 7 _451`E7 4 -C 5 5j4.5 S.5 - - 14 12 1D - S 16 4 - 7 7 5 1 - r- 5 5 5 4 -- 14 12 10 - - 8.5 6S 4 3.5 _ 7 55 AS _ _ 5 5 35 - i4 12 95 7 4.S SS S - 7' 7 7 7 15 6'{45 35 16•-0"14 12 70 - - 6 4.5 3 - 7.63 4 __-- i,_, Sb 4 JS I I - 14 12-10 - _ 75 SS 75 = - - 7 7 AS - - 5'-5 4.5 - _ -- _ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, ``````` �tLtll�lll• IJ�������'' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. \{ ( BERTH/! f7VTM ' \CEN Accordion Shutter System Lm . ® a No.44167 H.V. BLADE y1 W/OR W/O H.V.WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY Amer Shutter 5 stems Y EV,N DESCRIPTION DATE DRAWN BY: M.P STATE(F 6A5 N.W.36tn.SL,Ste.305,MRGINIA GARDENS.FLORIDA J316 Association, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 9 Ph-:(305)871-1530.F..:(305)871-1531 4268 Westroads Drive x DRAWING No 0,FS'''•F�OR1 `� ­.0:an:-loco®ool.wm West Palm Beach, FL 33407 3 20-164 ii • ...... •'•�` `�� WALTER A TILLIT1 Br.P.E. 4 s,°NA;E����\S�E`AL/SIGNATURE/DATE FLORIDA Uc.s 44167 5 SHEET 6 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (12 f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING (jp,a SCHEDULE FOR A GIVEN MAX, SHLETER SPAN NEGATIVE AS D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE -(SEE-MOUNTINGS-ON-SHEETS-1 6_&_L7) ZE� u B !E�TFz;;Z E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN SOU N No. SPRUCE PINE SPRUCE PINE . COX 2pUWu6�MINFlR w�5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD BOV AM W/ MIN. G=0.43 W MIN. G=0.36 MA%IMDM SPAN(N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.D. WALL MOUNTINGS 13.0. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S&V S&V S&V - -- - ----._.. - sO.DW MK TROn RWW,W ISM WM R719a RGIG M D.Asa WAX 11LS9a Raw(T>) SA BSDI IEELIIE RIDJE MDc(0 uD 1ESDI KwK PR39RE NK M sa BCDI NWhE 1�a OMM(>n s0.DI➢R WAK Finag WM(A so OCO KMK POW R"(TA) s0 BS91 KWK FFwX Raw(4,10 Ow Inns A=a Am(4 -.. --(T- - -- - _ __...-i _. - --I_- . _..___. ._...._._ . 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EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.DS.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G-0.36(N.DSJ -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 2016 SPECIFICATIONS. ANCHOR'S ANCHORS SHALL MANUFACTURER. INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE FLOMDA BUILDING CODE(Non High Velocity Hurricane Zone, Ip111111111 1 02020 TILTECO,INC. m 2020 EASTERN METAL SUPPLY, INC. ,. Rp r. �ir''�% BERTHA HVTM e �GEN /T L � � Accordion Shutter System E C ® 1 N c. ■ m ■ ■ H.V. MADE#1 W/OR W/0 H.V.WINDOW BLADE No.441 67 = American Shutter Systems EW.N DESCRIPTION DATE DRAWN BY: M.P • TILUT TESTING & ENGINEERING COMPANY lc Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 0.73s 11 36( 5)51,.153 v.Fox GARDENS.1-153FLORDA n16� F 4266 Westroads Drive x a•, STATE Phone;(JOS)671-:Silt.Fox:(305)871-1531 DRAWING NO 0-marl:6lteco®eolsom West Palm Beach, FL 33407 3 FL DR P:�� CA-0006719 20-164 SIUN 1��1\EAL�- /SIGNATURE/DATE WFLORDA LJc.(1 44167E e SHEET F 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FORT HV & HV* BLADES AS APPLICABLE _MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(1) ONLY SHALL .•WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & _...,/a0TAPCONOR A.S.D.—DESIGN—PRESSURE RATINE—FOR—INSTALLATION—WITH—BLADE-F1- &— A-WORKING—M—UNISON------ ;' TAPCON WRH ADVANCED � ..r THREADFORM TECHNOLOGY 1/4"0 TAPCON CR W/ 1 1/2"Min. PENETRATION �` APCON WITH ADVANCED THREADFORM TECHNOLOGY j`.._ OF THREADED AREA TO W/ 1 1 2"Min.PENETRATION OF THREADED AREA TO EXISTING I\ + EXISTING 1VOOD HEADER. .:. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) p MIN.SEPARATION !I I I--TOR�� F - (SEE SCHEDULE ON SHEET 15) f 1 4'0-2Oz3 TO GLAS; SEE " 1 7 /1/S.S.MACHINE S1 FOR ON SHEET w 1 SCREWS ti.illl`i riA I l�oR®o N - 1�7 R 18 w/ 1/4"-20 Nu7s n FOR BLADE OATdO o 114 }[ i 1•M'n. FOR 0 12'O.C. r EXISTING p �Bl o SHEET k I . \{ !\Iz I ILL. .II -N r(•:\ I. ED-� n GLASS--I ` ---0jDR(- ° FINISH, / 1 I rrnrilrr)ur r _;_ I it _ i r e III T 1 1 Ij__oPnorul fi II_�_f I LL_�JI t 1 s.:--• ,: \II ' . 9 H : .-_FINIS H1 EXISTING MIN. I -@ OR 2 x4' EXISTING MIN. HEADER REOUIREO 2x4"WOOD.�)QR '0 TAPCON OR TAPCON WITH ADVANCED EADER REQUIRED 1fTHREDFORMEXISTING MIN,SEPARATION TECHNOLOGY WC 1 12 GAS TO MASS(SEE Alin.PENETRATION OF THREADED AREA TO ON II MIN SEPARATION TO GLASS _ I I ! I I y t ' EXISTING WOOD HEADER. I—71 FOR BLADE� SHEET -- EXISTING II—(SEE SCHEDULE ON SHEET III 'I + (SEE SCHEDULE ON SHEET 15) Q BBIADESON SHOETlD&® J I cuss---� _ I-1, �_; 1_'!__ _: •`--.. z'xa•CONT.slLl PLATE REO'D. (N)HV WALL HEADER INSTALLATION OO HV WA SILL INSTALLATION OM HV WALL HEADER INSTALLATION I P EXISTING - ------ ------ --- - d MIN SEPARATION TO GLASS I I III -- MIN. SEPARATION TO GLASS- ---- _ - - 1 �.-_.._- L-. lam_ -. _ _._ 11 (SEE SCHEDULE ON SHEEP 11) -I III-- �� GLASS T EXISTING (SEE SCHEDULE ON SHEET 11) �J EXISTING I 1 >< MIN. SEPARATION TO GLASS I I L-1 �I 2'.4"CONT:-1(SEE SCHEDULE ON SHEET 11) I I 0��' I ' GLASS—� 7 i WOOD PLATE 11d I 1 1/4"0-20x3/4'S.S. I ` REO'D.--` I 1/4"0-20x3 4'S.S- 11 MACHINE SCREWS I fti; II�I� L. I. L�J MACHINE SCREWS W/ I I USING 1/4"-20 NUTS WALL III I `1/a'-zo NUTS® 12" —I 0 1 z D.C. _ .. FINISH I __. 1 I O.C. PE 0R(16 13 ORS' �OR® ORWOOD PIA CONTE Q( r W O D '. .\1 1 \\T --- -_ - -\11\\\11U1\lk) I I 11 '-E0 0I ` [ "Min. "I _T"Min. R _ 11. (�I 1�t I ll I 1 \ THREADFORM TECHNOLOON GY W/1/4-0 TAFICON OR TAPCON 11AD%ANCED �-1/4"0 TAPCON OR TAPCON WITH ADVANCED I I I I I A 11 I'11 SILL•CONT'PLATE ,1 Min.PENETRATION OF THREADED AREA TO THREADFORM TECHNOLOGY W 1 2" (-- tI)7-�t-�i-- !`�-�)- �II 1/4'0 TAPCON OR L I` 1i REO'0. EXISTING WOOD HEADER. / / , `k TAPCON WITH ADVANCED SHEET 4 FOR TYPICAL I I in. SCHEDULE ON SHEEP 15) 1 .-• Min. PENETRATION OF THREADED AREA INTO PLYWOOD ` 3 :.• IX`I I`yC MINI t 44 (SEE SCHEDULE ON SNEE7 15) IXISRNG MIN.2'z4' 1 I/2"MIN.CD THREADFORM TECHNOLOGY TER ASSEMBLY. WALL FINISH STUDS® 16'O.C. MAX._.-�, PLYWOOD REO'D. W/ 1/2'Min.PENETRATION OF TING SECTIONS CAN BE \-1/2"MIN.CO%PLYWOOD REO'D. WALL FINIS THREADED AREA INTO PLYWOODINED IN ANY WAY TO REG'D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) ANY INSTAUATION. ®HV WALL SILL INSTALLATION 2x4"STUDS® 16'O.C.MAX. REO'D. ATTACHED TO STUDS IN -PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2305 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UM ATIQNS OF U E OF P HV WALL SILL INSTALLATION F.B.C. BADE�ON SHEEP 10 FLORIDA BUILDING CODE Non High Velocity Hurricane Lone `P�'�ty,111)1111(�1 ��/ 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Z ® � �� ®�■� Accordion Shutter System:71 a c No.441 HV. BADE#1 W/OR W/O H.V.WINDOW MADE *: TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Y EV.N DESCRIPTION DATE DRAWN BY: M.P a'• STATE 0, �� e355 N.W.36tn.St.,sta.M.vu cww caRD6Hs,TLoww JJI6 Association, Inc. I OLD 17-107 7/2/202 GATE: 7/2/2020 Phone:(305)571-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No J$�p F( �� a-maR:0uaao®aoLaam �0, '--, ORID •C'��``� West Palm Beach, FL 33407 3 /•� s . '` CA-OD06719 4 2 V—164 S/ONAL'C1.`�a wALTER A.71LUT Jc P.E. �YYYTTITIII11111 tp��. SEAL/SIGNATURE/DATE FLORIDA ua.®aa167 s SHEET 6 6 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (M HV & Lk HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE C1� ONLY WALL-FINISH SHALL BE LIMITED TO 105.0 sf. A.S D. DESIGN PRESSURE RATING SEE SHEET 19 FORMAX ,- SPAN&DESIGN—LOAD—FOR—INSTALLATION—WITH—BLADE- 1-& CWORKING—IN—UNISON -_ _,I ..1/4"0 TAPCON OR _ - " 2"MIN.-_. �''_ TAPCON WITH ADVANCED 4"xS"(Min.)EXISTING /'j"7 ��i7 -- r I� f THREADFORM TECHNOLOGY WOOD BEAM REQUIRED ) - I L--.--_l- -- ( ) ( t .-EDGE IF APPLICABLE ` - ! W/1 1/2'Min.PENETRATION STRUCTURAL ADEQUACY '� 1 40-20x3 4"S.S. OF EXISTING WOOD BEAM . �- - .' / OF THREADED AREA TO / / TO BE CERTFIED BY I ' /... .-I" PHILLIPS TRUSS HEAD �• I� I EXISTING W000 HEARER. — MACHINE SCREWS / 7 _ __ M'n. REGISTERED ENGINEER OR EXISTING WOOD (SEE SCHEDULE ON SHEET 15) I MA 1/4"-20 NUTS ARCHITECT PRIOR TO 'f EQ "T EO t -- y. TRUSSES OR EQ--EQ^1 ® 12"O.G. SHUTTER INSTALLATION 1/2 r ✓ RAFT 0 24" t(tt}ntld = 19 y (- D.C.E REQUIRED f 1/2 f, ! —(��OR I,! 1/4"0 TAPCON OR ..--__ / f- L.a\{l\ltt)\l1 ''•-I--I TAPCON WITH ADVANCED _EXISTING SOFFIT .257" THREADFORM TECHNOLOGY Mox. W/ 1 1/2"Min.PENETRATION 3/4"Max.THK. rim,2 OF THREADED AREA TO EO r EQ #14x3/4" It EQ�`-E0 .1'x4"x1/e'CONT.ALUM.TUBE 1 I t + I I; S.M.S. LE 1-.-$ 6063-T6 ALLOY)W/ 11 I \ OPTIONAL ) (SEE ISCHEDULLE ON SHEET 15 , 'r ® 6"O.C. �., (3)5/16"0 LAG SCREWS TO EXISTING M11NI2"x4" I I I -__. � ' I© O I (I )- 3 Or EACH RAFTER OR TRUSS. ) li�l l3l 1 Or ) Or )5 i {I l I -u''11 Or O LOCALE LAGRAFTER SCREWS AT 1 MIDWIDTH OF EXISTING WOOD �- - I �� I I I i MEMBER,(2"Min.NOMINAL EXISTING---III HEADER REOD I(:"-1 WIDTH)W/2"Min. OPEN HOLE AT EACH L-- _ MIN.SEPARATION TO GLASS __ I I EXISTING I J PENETRATION OF THREADED I ___-_-( ) I I I I 5 1fi0 LAG AS SCREW I Y� SEE SCHEDULE ON SHEET 1I I I GLASS— I / AREA VALID FOR I I 1 AT CENTER OF TUBE. I I INSTALLATIONS WITH 72 f I �y gpA ON MAX.A.S.D.DESIGN LOAD AND l m�a I. d N EXISTING l MPL SEI.RDII l I n 9'-0"MAX.SPAN.THIS 0 HV WALL HEADER INSTALLATION G R 9NE I f1 pI Goss i�o�c I II INSTALLATION IS ONLY VALID I Iw sEEi 19 cIDrn� 1;;III' 1(�OR ®� -)11 FOR MADE(DAND FOR WOOD W/MIN. SPECIFIC 11 N- ON SHEET 19 FOR GRAVITY OF 0.50 AS DOUGLAS 1_SEE SHFE7 4 FOR TYPICAL SHU TER ASSEMBLY - I -y--- -._. m wESp&® I I I _ _,,�OR ®� FIR OR SOUTHERN PINE No.2. I._.aADEs(D&.®._.- _..1.-___-.. J� U z MOUNTING SECnONS CAN BE COMM OT HV CEILING INSTALLATION - — — — OR EQUAL. IN ANY WAY TO SUIT ANY INSTALLATION. G STALLATIO p q CEILING N t U'I V vae s�NEE I -u, f- -GDR I --Miry. -- -' ---- --- u r Cum MIN.SEPARATION TO GLASS _ _ _ -J 11�Rp II SEPARA110N 1. EXISTING -.{I TO GLASS I EXISTING l (SEE SCHEDULE ON SHEET 11} -" --- +1t I, GLASS i ®ARSph� I ) I(SEE SCHEDULE CLASSY I II(�_. ___O ) III I \ ON SHEET 11) l I II IJ ' ANCHOR WALL-_, ('_- ...! I LOCA71ON EXISDNC I '. . FINISH: I( i 1/q• / l 3/6'`MP1tAl A10x3 4"HEX GU55 I 2"x6"MIN.WOOD ' 6 A 7 1------- 3/8'L.MM. - ax. O - DECK REQUIRED f M - [y '-�-C OR 2"x6"MIN.WOOD.--'-- - o.e (NO FINISH oIr-� DECK REQUIRED(NO L 1 _ - ALLOWED) SCREWS® 12�K FINISH ALLOWED) -EDGE wi I. I DECK IF --' -- - __ EDGE LI DECK' - - - DE --EDGE OF DECK '-EQ -f0\- IF APPLICABLE APPLICABLE -. _ _ ...- IF APPLICABLE 1/4"0-20z3/4"S.S. r - .. 1 '2 1/4"0 TAPCON OR M. -,. PHILOPS TRUSS HEAD 12 x4 CONr TAPCON WITH ADVANCED MI^' 'MARINE SCREWS -'_ / I - --- 1/4"0 TAPCON OR TAPCON WITH ADVANCED I THREADFORM TECHNOLOGY W 1 4 20 NUTS THREADFORM TECHNOLOGY W 1 1 2 Min. 2•MIN--- `<<SILL PLATE x / /" 1 4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM ._ / / 1 ,,.� W/ I 1/2"Min.PENETRATION ® 12"O.C. / -2"MIN. PENETRATION OF THREADED 'REO'D. I OF..THREADED AREA TO TECHNOLOGY W/1 1/2"Min. PENETRATION OF THREADED __a`�_�i___tL.`._�.y�I. .•''_1 ) AREEDULE TO EXISTING WOODHEADER. (SEE ---- -- _ EXING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15 1 15) (SEE SCHEDULE ON SHEET 15) SEE UN ATIONS OF USE FOR (X)HV WALK—OVER INSTALLATION OV HV WALL SILL INSTALLATIO1N' BLADE A ON SHEET 19 WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, ' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC, Fl\ 11 (( 13ERTHA H1/Th1 ENS ''�9 �� �COoN� w® Q�o�. Accordion Shutter System No.441 7 ` American shutter Systems HIM. RADE#1 W/OR W/O RV WINDOW BLADE �', •IC; * TILLIT TESTING & ENGINEERING COMPANY Y Ev.N DESCRIPTION GATE DRAWN BY: M.P z o'• STATE 0 ISM N.W.30tR St.Ste.305,VIRCINA GANDENS,FLORIDA 3316t Association, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 c Phene:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 '9' SI ' e-neil:Nleecomaal.com West Palm Beach, FL 33407 3 5 DRAWING No O� F C 0 RO 'c\�.� CA-o006719 '•,A,FS ......A. il`t.\SEAL/SIGNATURE/DATE FLORIDA Uc..A aa167 6 SHEET 17 OF 20 c END INSTALLATIONS (D1 HY BLADE OR WINDOW BLADE INTO _2"x4" MIN. WOOD STUDS _2'.4'WN.WOOD 2'14'WN. REQ`D. 2.4'WIN.WOOD woo.mos. STMS REQ'D. (AS AFIRLICASM W 0.MIN. r, 2.0 LIN. Pagm two WOOD SFUDS. (AS�FUCMBLE) Sat S ON W/ FINISH V '/P PENERAnON M 2;CO DUSMNG GLASS I FINWI IF N COST. A -�i E)qSFNG CLASS STUDS EXISTNG GLASS N.SM"AMROR ­11 M GLASS(snE MyW00D. MR�w PLY;� EXISTING CLASS 1/2"MIN.Go. MINN SEL_ MIN.COX PLYWOU", 10 CLASS(SEE '/2- 11 MR BLADE 0— 11 FOR Q)" 7 7 to -'Ir Cox '1 FOR aLAoe(D_ 1 2' L� W— SCHEDULE ON SHEL7 KYWOOD. SCI ON�19 FOR (Wa3-TB)C`w FORGLACE ALUM.CLOSER '�Ogo. AND A.IL ON—I.MR BLADES( WIN. (LOCATE FIN- AT OTHER OF L�I-OR 2' .1110611de"SA's. 172•US 4 �R SEE D X=_ OR SEE EMIL E J)OR Q* CON —.W\ 'i) I SEE DEIAIL x FOR To VACICt SEE DETAIL X MR '4- SIDE ON ON SIDE CONNECTION n--�E)-@-Q- 70 T�IS @ @ END CONNECTION DETAIL(7) NO CONNECTION QUAIL 09-END CONNECTION DETAIL -END CONNECTION VAIL E=RN ROOLNED ONLY FOR SPANS GRa1XR THAN 12'­0"j /_,"ASS 2',Qft� 1/4'0 TAFCON ANCHORS S 0 oil 1/4*0 T�N AN ./,1/2- 1. W/ 1/' EXISTING GLASS PENEERKRON 0 12'O.C, pM ,N N,, 1;r �04 + SEE LIMITATION 1/2*LIN. S OF WE FOR MIN.SV`AR� 19 I-=1.16 — 1(4 BLADE(DA ON SHEET OR "MR -I:= -::::= EiLwEG).. 11 FOR BLADE(DAM \51mADEsiD > BLAI A) 2L I CDR@ ._I --------- m SHEET Is FOR 1/2 MN_ G)OR (a)!OR IfA,! 115 i . I!'/ \,/ r '. I I ,•I", 4 4 OR 08OR(j).R WALL FINISH 2".4'MIN.WOOD WtLL SRNs REO.n ... .-If PLA(F3 OR@CR(��CR(j3 VIEW N @ DETAIL END CONNECTION DETAIL (j) END CONNECTION DETAIL(g FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone: 02020 TILTECO,INC. 02020 EASTERN METAL suppLy,INC. BERTHA HV,. o.44167 T_ Accordion Shutter System N ��i LT_�Eo® , A.S.S.A. KV. MADE#1 W OR W10 H.V.WNM BADE STATE OF TILT TESTING & ENGINEERING COMPANY EV 055 LI American Shutter Systems ?—N. N, DESCRIPTION GATE DRAWN BY-. M.p th.St.St,.305.VGARDENS, Association, Inc.IA GARDE NS,FLORIDA 331& 1 OLD 17-107 /2/202( UAIE: 7/2/2 020 Ph.W. (305)871-1530.Fa.:(305)871-1531 4268 Westroads-Drive I -if:U11I.C.C.O..— West Palm Beach. FL 33407 3 DRAWING N VP CA-0006719 • SS/0 N A L. WALTER A.TILUT J,P.E. 4 20-1064 111111111111 lilt%% #44167 _5 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. — SHEET 6 18 OF 20 ;--,l j%�ls`°^©�® • r.EN al IMrrAnoNc MD corlDmDNc nc Llcc c,�a� eFrm;e 0 j A G 111 l35 i I M 0 T U 1 MAX A.S.D.DESIGN PRESSURE RATING:+110,- 110 P.J. 2.MAX.SHUTTER SPAN:BB' 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7;AS WELL AS ' 1 MOUNTINGS M.O,T,U&W ON SHEETS 16&17. 7 J BOTH W/F214 OR�1 ARE ALLOWED WITH 1eU --- 4 OR 5 $�ABLY C FD FNMA OR OPPOSING LAYOUT.IN CASE OF OPPOSING C(EYOUTNTE, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF • • l� �I 1,1 1, 1 I,"I U (,"1 (.'I S.(A)HV WINDOW BLADE 7@ SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS TYP.EA.END (3.0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. 44'.-- -. MAX.5 WINDOWS d - /J-��� (8)MIN.CLEARANCE FRS TOP OR BOTTOM EWE OF HV WINDOW BLADE 1� ALLOWED AT HV yC. V I,"( OF ANY 3'0 HOLE FOR�4 SHALL BE 12". WINDOW BLADE O �f 01 (C)FIST OR LAX BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV _ WINDOW BLADE(LA) • • -- }I •l.G' 'V � THROUGHOUT WINDOW BLADE MUST BE USED ALTERNATE TO A SOUP HV BLADEQ• C THROUU GHOUT SHUTTER'S WIDTH. o • • • - \ � I•1 !�l //1 (E)CEjQERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV + V U v BLAOE(1�AT ET SIDE OF THEM. SEE END L3 5 (F)POLYCARBONATE W WINDOW®SHALL BE INSTALLED SO TABS FACE CONNECTION I • • i •,I �3 92 /T�t7 /J't� /T+� (n�� f� THE INTERIOR OF THE OPENING BEING PROTECTED,W WINDOW MUST BE DETAILS ON SHEETS! _ �Mgo l�1 1.l L•/ L� / 1, 1 ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 10& 78 TYP. i ( IVV tl INC. FULL HEIGHT._-'_ 3�1� � rl ;�} �g ,• 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME z TYP YP __ r44 I '� BURDINOS ON SHEET 15,AS UNITED BY SPAN AND DESIGN LOAD(SEE NOTES 7 &2 ABOVE). 1'+ C 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED I CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). j(SEE PLAN FOR REQUIREMENTS) B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1996: TYP TOP&BOTTOM y+ 2';aR®0Re�)i WIND ZONE MINIMUM SEPARATION TO GLASS MITED WIDTH__.__._._ ELEVATION MIN.SEPATIA110N 70 GLASS — - EXISTINC GLASS .(SEE SaIM' ON SFM 11 FOR BLADED 4 6.25' 1 r_— y AND ON THUS SEET FOR B+ADfS Q& ------------------- ---------- <-------- -----------i ------------- ., tA! �TYP. //�1.';jf \ 1` �✓ s✓ 'EJ TYP. SYM RICAL CENTERMATLS W/2 OR®5 AND W/O (SEE NOTE 4 ABOVE) TYPICAL (L HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (1A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone „NF IfF m nr m2020 TILTECO,INC. © 020 EASTERN METAL SUPPLY, INC. V� BERTHA FtTMCEN - !L E C ® �N c. ®�a ��� Accordion Shutter System NO.441 7 = H.V. IAADE#1 W/OR W/O H.V. WINDOW MADE i American Shutter S stems * TILLIT TESTING & ENGINEERING COMPANY y EV.Nc DESCRIPTION DATE DRAWN BY: MP �, STATE 0 •:• G33S N.W.36th.St.,St.305.VIRGINIA GARDENS,FLOFIDA 3316" AssuClatian� Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 ``� Phone:(3D5)071-1530.Fax:(305)671-1531 4268 Westroods Drive 2 40RID G4 West Palm Beach, FL 33407 3 DRAWING No e-mail:tilleca®a01.Com U CA-0006719 20—1 64 a WALTER A TILLIT Jr.P.E. ''/'''•r'I", ALE p SEAL/SIGNATURE/DATE FLORIDA LIa'H 44167 s SHEET 6 19 OF 20 I I 1T/2-x 5"THICK INSTALLATIONS WZ (1) HV BLADE & HV CENTERMATES 2.000"Max, 1 003 n.ASTM A-653 GRADE 40 1 in. _60 ARI Min.G-60 GAILV.STEEL AL STUD _r METAL STUDS AT 16'D.C. INTO METAL STUD WALLS 4? 4.4 —1I-Z4!!o—N0MINAL— GENERAL LIMITA71ONS AND CONDMONS OF USE ALUMINUM SLEEVE O ------- BERTHAS HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY (1 3/4-.6 1/4-x 0-035-THICK Min 4.5a Iir 12 "i FOR FIEM C. SYSTEM CONT.CALM.STEEL TRACK CHANNEC 1 a 6-D.C. 0 6'0 1":; - STEM INSTALLATION TO METAL STUD WALLS ASIM A-653 GRADE 40 Min.G-60 fl 111 1 GALVANIZED FASTENED TO STUDS i " 1.1 i I _7 SEPARATION TO GLASS SO 0 3.000' W/(2)#60/2"TEK SCREWS ON /EX STING FINISII 3 "I'l' - __---L SCHEDULE I. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) f Mox. INTERIOR&EXTERIOR FACE AS APPUCA13LE 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM MIN. SEPARATION 3 AM E-1996 SEPARATION EXISTING GLASS--ITO GLASS 3. ALLOWED MO.UNITING: MS ON THIS SHEET. — TO GLASS -gLENGTH + 14 (SEE SCHEDULE) 4. ONL m WITHY,0ENTERMATE 21 W1 24 HV LOCK ARE ALLOWED 1 THRU 3 1 @0 IZ470-200" BOLT (ry - I p.) 21 ARRANGED(�A StMETRICAL LAYOUT. MUST PENETRATE(g I COY4'x 6 EXISTI USE OF (2) 305 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4" �1 T /4"x 0.035'THICK Mtn. NO nNI INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 1 1 373"I.oso- STEEL TRACK CHANNEL. 'PU.. GALV.I AS AF ILE CENTERMATE. ASTM A-653 GRADE 40 Min.G-60 GALVANIZED FASTENED TO STUDS ........ (2)#60/2"TEK SCREWS ON INTERIOR&EXTERIOR FACE I Q 6-D.C. 0 6"D.C. ry 1/4*0-20 THREADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR C; Lj -1/4-0 ELMICONSTRUCTION 1/2'- ------ 12 CENTERMATE APPLICATION WITH BLADE(D - --------- PRODUCTS FAD-LOK HID 1 1/2',0.035'THICK 436 Min.ASTM A-653 GRADE 40 11 ® 6" O.C. i @ EXISTING FINISH AS APPLICABLE SCALE:3/8"= 1" Mim G-60 GALV.STEEL I COMPONENTS .I, . WALL HEADER/SILL INSTALLATION METAL STUDS 16,D.C. )Tin. .' - I*(TYP.TOP&SOTTOM) -7-------- --- -- I 3/4*x 6 1/4"x 0 035'THICK Min. k7. 't %0%T CALY.STEEL TRACK CHANNEL. L GRADE a EXISTING CLASS A-653 4 SYMMETRYCAL /GALVANIZED FASTENED TO S7U05 YCAL W 2 6-1 2 TEK SCREWS ON MIN: SEPA CN-.:VA NTERMATES To CLASS CE r.IC .... .. INTERIOR EXTERIOR FACE ENTERMATES W (SEE SCHEDULE)"�: X., EXTERIOR ACrrqq -INTERIOR ACCESS SIR.:'l I ----------------- j; IC21---—--- ------------------- ------ (TyP-)- -- i r N� ��D)1(6"Min.) (4) ------------------------------- -------------------------- z z:: ------------ -- 2 -------------------- AT 12) --—--- PE ENDS ------- ---- -—--—- -------——- —----- -7 -------—-- -------—----- ----------- N ------ --— --- ------ DER/SIL L 4 &12 1, (6"Min.) [VIEW Y 3 1/4 (Typ) (Cont) ---- 1/2'Cryp.) 6 1/2"MAX.SLACK SIDE CONNECTION TO TRACK - '3 7"- K EVA HYI3 BLADE SLACK DETAIL HVE }PVC FLORIDA BUILDING CODE(Won High Velocity Hurricane Zone: "'A oll I two, 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHAHVTI E Accordion Shutter System� ®Z�T: T A.S.S.An NO.44 6 -�LE C�Oi N�c KV. MADE#1 W/OR W10 H.V.WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems IEV,N DESCRIPTION DATE DRAWN BY. MOP N.W.35th.SL,Ste.305.VIRGINIA OWENS,FLORIDA 3316,� Association, Inc. I OLD 17-107 7/2/202L DATE-- 7/2/2020 STATE F W"Ph— (305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 ORI 0067 19 West Palm Beach. FL 33407 —3 DRAWING No CA- — 20-164 WALTER A.TILLIT Jr.P.E- I FLORIDA U..if 44,67 5 6 �%%kAUSIGNATURE —SHEET 20 OF 20