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PRODUCT APPROVAL SHUTTERS ACCORDION
Florida Building Code Online https://www.floridabuildinc,.org/pr/pr_app_dtl.aspx?param=wGE, e .��.:. r � . .. �fi,!„`-?.. :..17;��.2-."?5�'L�!✓�I� �� �� F 3"'- C' r v�i`Trs�������'F`��I �,��� .p��.�I. f.i'y+€e'®''T^y'^� �A�1�r�� ct��..`...�..t..G..?.'.ua ����'�'�'.umiC."e:u.T9tC.t'G�'2'1itSii>f`-t 1_Ll ..��'.GCS-�^i-.e-` BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search b G Product Approval USER:Public User d- Product Approval Menu>Product or Application Search>Application List>Application Detail v - K r FL# FL389-1110 € 'iff Application Type Revision C ® �p CC)# PL,IANCE Code Version 2020 T � p Application Status Approved ° LUCHE CO m®,4.rr Commehts 8®CC Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email File COPY 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 FL389_R10_C0I COI_ASSA_BLADEI_. f FL389 R10_COI COI_ASSA_BLADEI_2.p-df FL389_R10_C0I 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 of 3 1/5/2021,5:00 PN Florida Building Code Online https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=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_RlO 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_RlO 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 1 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_RlO 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_B LADE 1_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_R10_AE_PER_ASSA_BLADEI_�df for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahagsep FL 32399Phone:850-487-1824 The State of Florida is an AA/EEO employer.Oppyright 2007-2013 State of Florida ::Ply Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click Jlff_p-. Product Approval Accepts: Imm wg ® off. 2 of 3 1/5/2021, 5:00 PTv GENERAL NOLES: 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(701 EDITION)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.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. IN ORDER TO VERIFY THE ABOVE CONOTTION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS AREA 1, HV BLADES(D & BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THAT COMPONENTS A ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WINO LOADS WAS GENERAL NOTES SHEET 1 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. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: VE MENTIONED CODE AS PER TYPCAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL —HV BLADE(D #0214.01-03. #0715.01-03, #1004.01-05,#1214.01-05,00317.02-06. #0609.01-10 AND#0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA_EA 2• HV BLADE QD AND Hy WINDOW BAD (1Al AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1,2 &3) ӄ.01-10 AS PER TAS 201, 203&203 PROTOCOLS LARGE MISSILE .WHERE APPUGPSLE) —HV WINDOW BLADE 0#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL D.WIND ZONES 1,2, 3) BASIC PROTECTION ONLY AND III 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 BLADED AND HV WINDOW BLADE ® 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 kW TENSILE STRENGTH. PINS SHALL BE COATED WITH 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 kst AND 35.7 ksi FOR END CONNECTION DETAILS 1-6. CONCRETE/BLOCK SHEET 10 5005—T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS STEEL 3 OR 316 AI51 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 kW MIN.TENSILE STRENGTH, ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 12 ANCHOR SCHEDULE— CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDINGNG 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 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE—WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12,13,14,15 AND 20 INSTALLATION DETAILS M—R, WOOD SHEET 16 HV BLADE( &® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S—X, WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT S6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT Q5'458,179 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 A TTNI Y 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; Hal WINDOW BLADE 1I/ON Y_ 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.LABEUNG TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE 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 UFE SAM 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. (.)THIS P.E.D.WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O. 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(Non High Velocity Hurricane Zone; twill2020 EASTERN METAL SUPPLY, INC. j�/ 02020 TILTECO,INC. ® E C O BERTHA HVIM E S Accordion Shutter System B L k C. A.S.S.A. H.V. BLADE#1 W/OR W/0 RV,WINDOW BLADE No.44157 _ TILLIT TESTING & ENGINEERING COMPANY American ShuNer Systems EYw N --OESCRIPPON DATE DRAWN.OY: MY 36m.s1.,6t,.3Ds.MR4MA 6ARo[Ns.FLORID,33,6: Association, Inc. t OLD n-1o7 /2/zoz DATE: 7/2/2020 STATE F 'D; 'Z PhDs:(305)871-1530.Fox:(305)e71-1531 4268 Westroods Drive 2 o-moil:t6t-Go"l.00m West Palm Beach, FL 33407 y DRAWING No CA-0006719 FS •G `` WALTER A.TILLR Jr.P.E. _! ____ 20-1 6y I EAL/SIGNATURE/DATE FLORIDA Uo.y 44167 ? SHEET 61 OF 20 I, ,w.UD1 ILI- ol 0.454" # 5 179 4.371- 4:3 5 17Zn] 1� HV WINDOW 9 0 4.857' 4.9"9'. .375' CI).H V SOLID BLADE (�).HV UNIVERSAL FLOATER COVERED UNDER US PATENT # - HV 90*/180*.STARTER 5 179 QUALIFIED FOR USE W/ HV BLADE(i) BY QUALIFIED OR USE W/ DE* 6005-75 ALLOY AND TEMPER _-DIRECT MOUNT HV BLADE(j) QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AND TEMPER .SE .IMITATIONS OF USE LADE @ ON SHEET 19 BLADE 1 MPER .373 11_���LOY'AND TEMPER 3.226' 1.500, H. 124* .085, C� 1.000- .670' 6 `Typl_� 3.556, 1�?01- §701: 2.670" 4.897" 4.1E" LL 1.5 j.092" ------- 125,*!-- 07 HV AIM ADAPTER W/LIP 4.1- j O.Q72' 0.072" . 1.375' 3.2267 QUALIFIED FOR USE W1 HV .92 BLADE BY WALK-OVER TRACK 60HV ADJ, FLOOR TRACK QUALIFIED FOR USE W/ HV HV TRENCH 3.750---' 6063-T6 ALLOY AND TEMPER BLADE n1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W1 HV 6063-T6 ALLOY AITD TEMPER BLADE(D ONLY.BLADE D �11 I HV RAINGUARD 6063-T6 ALLOY &D TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV CI 1.915" g 6' BLADE G) M. VARIES 1.936" 6 LLOY AND R .083' DB3' .093- too"- IT T_ .125" : .093" 7.,p .060' 97 .093 60 4, 6 70" 1- 3.520- 1520' 3.529' 11 HV CEILING HE ADO HV-HEADEJR/aIL13 HD CEILING 14FAn RI 3.5.1 Q0XLIFIED FOR USE W/ HV BLADEQ)ONLY, UALIFIED FOR USE W/ HV BLADE 1 LY SEE SECTIONS FOR VALIDITY 6063-T6 ALLOY AND TEMP UALIFIED FOR USE W/ HV fil DE r�l) HEADER/SILL 6063-T6 ALLOY AND TEMPER E SECTIONS FOR DII QUALIFIED FOR USE W1 HV 606 TEMPER BLADE 10 ONLY 6063-T6 ALLOY AND TEMPER T1 COMPONENT] 11 1 El T1 I TI rr x Y t I- I 1- 10.062- L 2" 2" 0.125' 107 2- 5'MAX.: 1/8" 1/8" t • 3" 3" '0.090" 08 2' 15"MAX. 0.192" 0.192" x 16 SIDE ANGLES 20 QUALIFIED FOR USE W/ HV ILIMINUM ANGLES 8 j 2.5" .7"MAX.'0.1go" 0.1 go _08NER POSTS BLADE QUALIFIED FOR USE W1 HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE @ ONLY BLADE(D 6063-T6 ALLOY AND TEMPER 2" 5'MAX. 0.139' OA31- 6063-TB ALLOY AND TEMPER i FLORIDA BUILDING CODE(Kon High Velocity Hurricane Zone' 111JI1%Ijf,, 02020 TILTECO,INC. 2020 EASTERN METAL SUPPLY, INC. --A- KVTM V\G ENS A BERTH MLTE_�C_O i N�, Accordion Shutter System No.441 7 H.V. BLADE#1 W/OR W/O H.V.WINDOW MADE TILLIT TESTING & ENGINEERING COMPANYAmerican Shutter Systems IEV.Ho' DESCRIPTION DATE i DRAWN_: M.p 63M N.W.36th.St.,StI.305.MRGNA GARDEW.FLORIDA MIG- Assoclaflon, Inc. I __9LD 17-107 7 2/202( DATE: 7/2/2020 STATE Di "to Zf-) Ph.n. (JO5)571-1530.F..I(305)a7l-1531 4268 Westroods Drive -2 j rroil:tiltema"I.Com DRAWING No West Palm Beach, FL 334 "Z 0 R V 07 CA-0006719 20-164 WALTER A TILM Jr.P.E. FLORIDA Lie.111 44167 5 /0NAU*j,'s?SEAL/SlGNATURE/DATE SHEET ...... 6 20 C�`� *NOTES ON HV LOCKS AND CENTERMATES; A1, (e�> �cJ> c> 9 (M 1 MANDATORY CONDITION 11: ONE FN LOCK®or®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 INSTAL�TIONS61T ANY ELEVATION. HV LOCK 1�or(�'�'MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 1 OR n CENTERMATES W/(2) 1/4'0-20 x 1/2" LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON 0�®� I L I TYPICAL SHUTTER ELEVATION. 1 ( - 35 1�, 0 F�ilr_ — I > l 2.Q�QM IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP To TWO HVIV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES __BpD- F OR Q SHALL BE AS INDICATED ON NOTE (1) ABOVE. 11 � �J �y LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. DB-NVD_ Ifl V 3. �v o a _-- 42 IS USED W/TWO H.V- LOCKSI• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 24`uao5 a6 oa i�0 ae® 4 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE y I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �B' ✓ v 4. MANDATORY CONDITION/4. ONE HV LOCK SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN .L, I I I AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ®®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, C. ® y ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS o NDc-Nvc AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 0 '" ��g���� 3� OR 29 • ONE ALTERNATE HV LOCK?6 MAY BE USm IN DEU OF HV LOCK or FOR ANY SPAN AND I - --" - -I �j q�o: I ��� INSTA!LATIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT NQD-µme `"YFA3 3 NDD-NYD OF 1/4"0-20x3/4" S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ i/4"0-20x3/4"ALUM. ( ) I �,�• k C��F� � -�p '3� RNNUT AS OWN ON SECTION HVE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO cMg v � ^_ ; LOCKS AT 1 3 OF SHUTTER SPAN. 6.MANDATORY CONDITION ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP • I IT I I I I TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or 6 or®MAY BE USED AS AN INSIDE OR !T7 OUTSIDE LOCK,ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ CONNECTION . B5' DETAILS ON D. F E H (I J K L w p 0, R ly W x OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS 10& HEIGHT FULL �� II 3 �. OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES: INLIMM WIDTH._ -- 1. CENTERMATE 1 ONE ALTERNATE HV"T"LOCK 00 MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND �oa�oa©� 70 oa®oRTQ .13 as I STALLATION AT ANY ELEVATION.ALTERNATE LOCK��1AY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT OF LOCK® INCLUDES USING REINFORCING LOCKER I�7 AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 10 55 a6 1� O3 m 1�.©as CONNECTED TO CENTERMATES®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" RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. ®•®°"OO'OO" 19` °"�'® *NOTES ON HD LOCKS & CENTERMATES: n 1, HD LOCK!L W(NO CENTE IS R AT '31 OR(32 W/ih : ONE ALTERNATE HD LOCK V MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS(24 OR 125'FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSID€LOCK.ATTACHMENT OF HD LOCK S3 TO®IS W/3 #8 x 3/8•F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT S@ 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®IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, II i)i 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC, /� BERTHA H�7 TM \�CEN, A 0 �� � ��� Accordion Shutter System H.V. RARE Lit W/OR W/0 H,V. WINDOW MADE No.441 / American Shuffer Sysfems Ey N *„ TILLIT TESTING & ENGINEERING COMPANY DESCRIPTION DALE DRAWN 8r: M.P 6355 N.W.]61h.St..SW.305,NRDINIA DMOENS,FIDPoDA J]161 Asscciaficn. Inc. 1 OLD 17-107 7121202 DATE: 7/2/2020 STATE 0 Phone:(305)B71-1530.Fox:(305)871-15J7 4268 Westroods Drive z DRAWING No %9'•, ;: `/ e-mall:the-Cool.com West Polrn Beach, FL 33407 3 4 CA-0006719 20-164 ',i,(C`s•'••...... �\ WALTER A TILUT Jr.P.E. SHEET �C,,AEAL/SIGNATURE/DATE noRIDA Lla.//aa167 5 IItII 6 5 OF 20 CONCRETE ANCHORS POURED CONCRETE POURED POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE CONCRETE SHEET 13) REQUIRED 1/4'0-20x3/4'S.S. RrOUIRED REOUIRED I CONCRETE ANCHORS MACHINE SCREWS HeRETCA ' 17 18 Oft A FEYSTONE(SEE NOUNR ®NO ON SHEET 7) (SEE SCHEDULE ON W/ 1/4--20 (SEE SCHEDULE ON SH 3) OO SHEET 13) NUTS 0 12'O.C. • 1" --- 12DR14 1 Min.-, 1/4'0-20x3/4"S.S. Mln.-I EO EO-- -; MACHINE SCREWS j { I USI12NG 1/4"-20 NUTS 1 (�91 EO--EO-y (1 1 2 'O.0 r 4E ; I 13 oR E. D.t 25D'Max 15 I I . __ _ �H I I'll 1 _ (�3) OR __-. �;i ii O O D I I 1 .250'Max. I r. n'� III I Max. OPTIONAL N J I I i I ��PTIONAL I I A.SE➢IAAI ON To `-11 DE®-- e I,i- 1 OR 1 '1i II�� r ._ MIN. SEPARATION TO GLASS E%ISTING w sNE>:T 19 rOft 'iIy! , EXISTING GLASS (SEE SCHEDULE ON SHEET I I) anot_SO�Q I! � I tt MIN. SEPARATION TO GLASS _I' ; �- (1� GLASS � r(SEE SCHEDULE ON SHEET 11) I I I I (C ( y ' EXISTING I V HEADER INSTAL °�� t. . HV WALL HEADER INSTALLATION 0 --- i CC)© HY WA STALLATION + KEYSTONE EXISTINGMIN. SEPpCy GLASS—) L".gyAWON I yp I I ♦ �i I i{ —(SEE SCHEDULE ONTION TSHEET St) I To aA�(SEE 'I t I �- 1 OR ` MIN. SEPARATION T°GLASS _i t i'i� !1) E%GLASS b`b I 4LFL r"I ,F !I i (SEE SCHEDULE ON SHEET 11) GIl55J y C I ON 9 FOR meQrJ EXISTING ; ' ' OPTIONAL ' ' iGLASS—: II /4':I' , OPTIONAL �; i i11i �I 1/4'Max. E. lE li f • - �' l I I E. E D• I I 13 oa 15 D IIyI I dV_, I I J 191 I -Eoj.._to-i (IRED 2'OR i 4 ! U __..__ I . 1/4'0-20x3/4'S.S Min. I -EO-I-ED- PHILLIPS TRUSS H6101/4'0-20x3/4'S.S. PHILLIPS CONCRETE ANCHORS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS _1"_, 1/4'-20 NUTS 0 12'O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS 0 12.O.C. (SEE SCHEDULE ON SHEET 15 Min, POURED CONCRETE SHEET 13)POURED I T, OR CONCRETE BLOCK OR CON -'- 'CONCRETE ANCHORS REQUIRED WALL RHy WALL SILL NS (SEE T SCHEDULE ON POURED CONCRETE SHEE 14) FO HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE_FOR-CUERNAT)O INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER • E. D. a EDGE DISTANCE ASSEMBLY ♦ SEE UMRATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 H V BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA "VII, .e�. \CEN �+ Accordion Shutter System Q_ L _E co o If cc. ii ® ® ® KV. BADE#1 W/OR W/0 RV.WNDaN MADE ND.441 .7 _ American Shutter S stems *: * TILLIT TESTING & ENGINEERING COMPANY Y REV.H DESCRIPTION BATE DRAWN BY-. M.P ' STATE 0 � B N.W.361N.St.,Ste.3a3,NRGR U GN Da S.RANIM J]1G Association, Inc. 1 OLD 17-107 1/2/202C DATE: 7/2/2020 Phan.:(305)871-1530.Fa.:(3o5)B71-1531 4268 Westroads Drive 2 DRAWING No 0"`'' FzpRID 'k� -aaB:tilt, ..I.— West Palm Beach, FL 33407 3 FS'.......... . ,--N` WALTER 00006719r.P.E. 4 20-1 64 'lONAL' '%%SEAL/SIGNATURE/DATE FLORIDA uc.y 44107 5 SHEET e 6. OF 20 I . CONCHEIE ANCHORS I I - rI _ uN.sEr'AannoN POURED N.LEP (SEE C(7NCRErE (SCE SCHEDULE ON SHEET 13) TO ULE O(SEE I, I .1 OR RrQUIRED saFIAAE ar4 SHEET li, EXISTING ` I - it ,�+ TO GLASS ' .. EDGE OF -' I fA9 9JDE Q)AVO i GLASS - (�7}i 1 �(:E[S^_RCOOLC ON- SLAB IF W 51hi1 14 FOR I I I w Ii0 CI 4I sNFL'r t) 9 4 t- - - APPUCABLE C%ISTINC DJOE50i4 I GLASS-"'" j ALTERNATE ANCHOR I __..______.1._ EXISTING / ._.� I LOCATION I i �V_--'--" i t i I I I III GLASS 10x3 jj /4"HEX WASHER HEAD OR(�3)���S_) .118 1 MINN1 : I� TEK SCREWS® 12"O.C. 3/e'MIN. CONCRETE ANCHORS 8 EDGE OF 7: I (SCE SCHEDULE ON SHEET 13) FQ-=�+---[^ APPLICSLABABLE EXISTING II I ---- II I I I f r �; CDCE Or ✓�I�a r.DGE or---I •' I , - SLAB IT" 1 I I SLAB IF i I �1/7'f-•I• I._ FDGE.OF I I nPPLICABLE I I-'.' -L D.• .. -- uN SmMNTQ4 I APPLICABLE 1- -:C.a CU -_ SLAB IF 1 - ' TO aAss(SEE I I APPLICABLE POLIREC/ __ PDURCU Y I I I'OR R�E(Da I I POURED - I_ CONCRETE - CONCkLIE (SEE SCHEDULE ON SHEET 14) ( II 1 I� I - REQUIREDCONCRETE C 0+ ONCREEO FLAT HEAD CONCRETE ANCHORS a 9+tET t9 NR I 1- { OR �� CONCRETE - - FIAT HEAll COriCBETE ANCHORS WAaES OT�� I I, I I REQUIRED C. D.•..-_ _ .. ..-E.O.r1 5 (SEE SCHEDULE ON SHEET 14) `1) TRENCH INSTALLATION (I)HV WALK—OVER INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. (FD HV FLOOR INSTALLATION t DESIGN PRESSURE RATING & FOR SPANS PER CG) HV CEILING INSTAL SCHEDULE #3, SHEET 11 EXISTING �� CONCRETE ANCHORS CLASS "r uIN.IO EF SA1NN ncN I CU _. ._ ... ... _ I _ I (SEE SCHEDULE ON � GEE scHrcuus _ ( t 4 0 IRv 81ALT1rx TA>CON W ON SNEET I') Iij lI 1 uu c I I,_ SHEET 13) /- / G ADVNICED IHREV'EORN U1 EXISTING r EXISTING GLASS r'•\S I 1(p, FXGIASS--, -�!i I121I f IEOINOLOCI OR I/.'¢POWERS I Sq / CLASS I• III I -'(srr;SOlmutl GN�H[[i,Il I'i { ��) J MIN.efTuuMRI m lLA^.s `1 I p ',i I I 1ASIENERS 1 E+ANCHORS G/ 0 MAX. I D T E I I I I I i9 M.5tl�—E a+SNEri t I) R' �h'I OC.FOR UP TO G'-0'SPNI AND I I IE O.C.FO SPANS UNGER TIM MAX4" I— If III l{) G'_0"UP T�RY10157NER FAAX.APPIY-7 o I I FM I) 11 SEALANI AT V ITEM • ' 7h• I' y I , i{i� (SEC NON CFI t I/..I3 OR 1 rj . 010x3/4 HEX;C.D• V �I UMIIATWNS)' 15•1' 318" 1/2"TI i i I WASHER HFAq a r- - i `MAX. _ 5566 I. SEPLNfi W I yy IyyI I TEK SCREWS t 1 Q14x3/4" HEX DEAD 1 3/e" •Y' © 12."D.C. ( {ry1 Ij I Ilr i� I ''- lEK 5CRLWS(1 9"O.C. lf8', OR 1/4"d-70 5.5 M.S. CONCRETE ANCHORS 11. 1 '--_ ��. 7 E '3 #14x3/4"S.0 s. r - I I' 1 4 , Io / I (Y- tl I ) 1/4'P-20K3 4'S5 MS YI/NU QD 9"O.C. (SEE SCHEDULE ON I/^.j, I, EO ®9"O. C _J"_ I I I Mox J ,.I' JSI12 I/4"o-20 NUTS SHEET l4) _ •' 4 12'O.C. '' 0N H s - _ EXISTING NON STRUCTURAL " I 1 7 R T 13 -, 2.00"MIN WALL TRIM(DECORATNE EDGE OF 1 1=• E.D Sla) SLAB IF \ i k14z3/4"EII. S.U.S. IJIN APPLICABLE - Imo. 1 7/8" -!-.1 7/8 1. - CONCRETE ANCHORS -SEE NOTE 13(b) I. 0i n"D.C. - REQUIRED oecaCTE ^ -' 'E•D - POURED CONCRETE- (SEE SCHEDULE ON UN SHEET 1 SEE NOTE 13(b) OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET i REQUIRED OR CONCRETE RI.00K -• <� P110NAL POURCD ,-� , REQUIRED �t)KEYSTONE MID KIINGG4INSTALLATION CONCRETE `K, HV WALL FLOOR INSTALLATION (L' HV WALL WALK—OVER INSTALLATION REQUIRED �_/ MAXIMUM SHURCN SPNI 8'-0' (,1) HV GU S ALLATION t NOTE: NOSE_f_. 'OMBINAl[LLN�F SECTIONS: 't'THIS INSTALLATION SF-ALL UL EDGE DISTANCE REMOVABLE WHEN PERFORMED I- SCE SHEE FOR IYPICAL SHUTTER (SCE SPECIFICAHONS ON SHEET 13) ADJACENT TO AN OPERABLE EXIT SEF.IIMRATI0N5 OF USE FOR ASSEMBLY OR ENTRANCE BLADE lA ON SHEET ,9 INSTALLATION DETAILS W/ (1) H V BLADE 7-- MOUNTING SECTIONS CAN BC CO)ABINCD IN ANYWAY To suer ANY INSTA IAnON. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone• `01 II llpl1)Ilj{ 02020 TILTECD,INC. CG32020 EASTERN METAL SUPPLY, INC. `�.�`P� •....... . /T✓,,, BERTHA HVTM ,_� Accordion Shutter System Nov,. 44 ` ==� Z:1 U ® �N e ® ® ® ® H.V. BLADE 1 w/OR w/o H.V.WNanv BLADE American Shutter Systems a//" DLO/LO TILLIT TESTING & ENGINEERING COMPANY Y EV.N OESGRIPTION DnrE DRAWN FlY. M.P = STATE F 535D N.W.36L^.St..SIE,305.MRGIF GARDENS.FLORIDA 331ti Association, Inc. 1 OLD 17-107 /2/2U2 DATE: 7/2/2020 �9p•, F Ph—:(_105)871-1530.rGX.(305)871-1531 4268 Westroods Drive 2 -meu:mlecoae�l.cem DRAWING IJo �0RI P.•'• c cn-0006719 West Palm Beach, FL 33407 3 20-1 0 �'j/C's�%•••••• •'.,`�`j;\ WALTER A.TILUT Jr.P.C. 4 �A/rhrONAL \\iS!"SAL/SIGNAIURE/DATE FLORIUA Lic. O 441n 6 SHEEP 7 OF 20 S-F ENp WALL CONNEC 0 TAILS ON SHEETS 10 & 18 �- - �_� SEC NOTES ON LOCKING R005� HV LOCKS®or® 1 - ! -- • r r INSTALLATIONS W/(J] HV AND ALTERNATE HV LOCK®ON SHEET 5. OUT BD x IN� �ExlsnNc cuss � **BLADE SLACK DETAIL HVF IS VALID FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH BLADE ) Qafl®aR©+�aA®aRto +©� (2 ? 22) OR 2_ SEE END WALL, CONNECTION �� EXISTING GLASS DETAILS ON SHEETS 10 & 18 OPPOSING ----- -- - -- -I--_ ----'- -- --------- ( -� ;5+ 8oat 8� e 7 a� .. 3..1/4„ 7• 6 1/7 z'.z•,1/e•xo'-x` •" 8 « 8«� 9+ �+19+ 5 7" _ I (6063-76 ALLOY)ALUM. ANGLE W/(2) 1/4.0 TAPCON I 1/2• -®«® SYMMETR)CAL I ANCHORS TO CONCRETE r CENTERMATES (TOP/BOTTOM) I — CENTERMATES MIN. SEPARATGLASSION (f 10.3/4•S.M.S. ® 12• or. - (4)�10,1/2•S.M.S. E.TUBE I W HV LOCK �5• 1 To SCHEDULE AT EACH ANGLE.(TYP) � O.C.FULL IENGHT, i � -��.---._�_� W HV_LOCK Of (SEE SCHEDULE ON SHEET 11) J , ry - --L--'-- — 1— ---— --- — —' 1, 17— * i 1� 65 � - i - a QaR DR©+Oafl®a6to«Qa, (20� • ' - 1O 7 HVB 10..... ® „ d51* HVC HVA Qafl®°fl©+O7 ca© Q+Ou POURED CONCRETE OR ONCRETE BLOCK WALL REQUIRED EXISTING SYMMETRICAL CLASS f -- 8 8 afl 9« 3 19+ 5 EXISTIN ----- �- '`� '� I E TERMAT � 1 __�N_� r MIN. GLASS ON _,* O O O O O O m c N ---- -Es (2s : 0+®aR�+�aRO+�afl (5j -------- GLASS I �) -.* ..- IS SCHEDULE OPTIONAL as®�® ® V -�_/ ( ) ®.®aa Q.©aa 19•�$ ON SHEET 11) a MIN. SEPARATION - TO GLASS .�'1'1 Jyyy --- (SEONE SCHEDULE I N i OPTIONAL \\ .._ -_-_._._ - _ _ - — - 1 __ ___ _� ON SHEET 11) , (INTERIOR) \ °' —_ — Ij \\ O \V I i' - __---- -._- _.__._ _ - CONCRETE L - __ -- _—__— \`. _- \ / -_._. 1 Ci ANCHORS® - -- �' * .� ' X O ��' VAgIES 16.O.C. - �3) so \ OUT J 6 1/2•MAX.$*K (EXTERIOR) HVD ouT c? s HVE HVF* FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, `l�lld I{�u yI(fV,AA� C2020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA F6`1 IM Accordion Shutter System No.44 6 = ' ' ® ® ® ' H.V. RARE#1 W/OR W/O H.V. WND W BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems iEV.N DESCRIPTION DATE DRAWN BY: MP STATE F +�'�� 6355 N.W.361h.St.,St..305.VI0MN wDcNs,n0RIDA 3316r Association, Inc. I OLD 17-107 1/2/202L DATE: 7/2/2020 �1 Phone:(305)871-1530.Fa.:(305)871-1531 4268 Westroods Drive 2 DRAWING Na 'I�j(`'• FCO RI e-mail:Ulte�oVaol.com nn P West Palm Beach, FL 33407 3 �ii�`,s'•....... � WALTER A.CA-000�19r.P.E. 4 LO-1 64 '�zjA�AsI�N,A� 1E`��SEAL/SIGNATURE/DATE FLORIDA U..#44167 s — SHEET 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK dij HV MALE/FEMALE "T" LOCKS CENTERMATES 2'I3) . & LOCKERS C27Z W/ j) HV BLADE *~ SEE END CONNECTION DETAILS ON SHEETS 10 h 1B INSTALLATION J) HV BLADE I N oOmNc GLASS I/— BV,DE(DSLACK DETNL INF.INDIG7ED ON SHRf 8, W/ HD CENTERMATES AS WELL AS UNAIFRSAL iLORINC BLADE®DETAR HOD-NVD. ! ®°P©•O7 atJ09 1 O•13 a INDICATED ON THIS SHEET,MAY BE USED WITH THIS ALTERNOIi IXSTALIA71CN DETNL HYG SHOWN IN THIS SMEEi. DETAILS ON SHEETSN 10 &ID 8 (DDsa-Ts/4-0 ALUM. ' AHctE w/(2)V4.4 TAPCOH I I yam• 11 '® ,wcnG(T TO cON.)& 1 (TOP/8 TO & 30 LOCK T INSIDE O -- PENS nP.j OPIIOxAL) -.--'-_----- i (oPnoNAL) ) (4)/10.1/2•S.N.S.TO NBE II � /10rJ/4•S.Y.S.O 11.• —__---------- ----- I — ---.. AT EACH MGM DYP) D.D.FOLL IPNm#. I N (4)H.Y. - I N L'' N u 4)H.Y. �., x.SfPMNgN 5 3 O ( 5 /e T!/.• PINS(TYP.) m GLASS , lIl I rh ,7� 1 II 1 ;1 I/• f g j O *W/ 1� -� 4�..r" 31 oR(32) ) f311OR 32 31 DR(32 OUT O ,I t33 _. O (35\\4" 0-20 x 1 1/2" S.S.M.S. �i4' . (35)* 'J(omIONAL) SEE NOTE B FOR FivET LOCK 3� * 7/8"0 x 3/32" WINGNUT. (ovn`oNAL)HDB-HVB OUT HDC-HVC LOCK,ON SHEET s. SYMREIRICA(LHD CE.NIEiRMA S H-' ©0 HV "T" LOCK (OUTSIDE) 26 S-M-KE I2ICAL. HO CENTERMATES �� WLC��=I.00K_(EXTERIOR� W/__��LOC.K_(lN_T�RIOR) 'r SERIES 94"ALUMINUM ++--_* (2D24-73 ALLOY)LARGE FIANCE THIN ©�®°f1©,O�'®'110•©O1 SHEET UFACTUf,PART/0820, O AS O N,FAR IPPRED BY AWDENFW JERSEY Y 10• 07054 O PEQUAL NY,NF31'JERSEY ©'O•©°"©•O•®u. 07054 OR EQUAL # �3)_ SEE ND16 ON LOCKING RODS &HD LOCKS ON SHEET 5 O ##uxnEBsrL nwTow nunEQ m HDo-HVIT rs vNID FDR Au CENfTR1MTF5 AepuuraNs WITH sIADE� HDD—HVD#* FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 11L 1j1 I ��� 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTL1 Q� '��OENS �P % ZV E C®�NcA®cLeS.A. Accordion Shutter System ND.441 7 - A.S.S.A. H.V. BIaDE#1 W/OR W/O H.V WINDOW RADE a, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.P �Z W75 N.W.JSth.5L,Stc.30.9.V RGINq GARDENS.FLORIDA 3319: Association, Inc. 1 OLD 17-107 I/2/202 DATE: 7/2/2020 z o ST '•, ATE f Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 e-mDn:tilt'.oG.W.com West Palm Beach, FL 33407 5 DRAWING No F T.'���.�� oA-0005719 '-;oc•. coR4� . — 20-164 s/,•,,,, ` ``S WA TILL#Jr.P.E. 4 a r 0 N A L,�� EAL/S I G N AT U R E/DATE FLORIDAFORI Lk. �/44187 s SHEET 5 9 OF 20 POURED CONCRETE POURED CONCRETE POURED CONCRETE —POURED CONCRETE OR OR CONCRETE OR CONCRETE .. OR CONCRETE CONCRETE BLOCK WALL / BLOCK WALL REQUIRED I BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED / EXISTING GLASS EXISTING GLASS ——r—.-S i- 2•MIN.- - EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS } — a is"O.C. _ ( MIN.SEPARATION r -I_ 1�rn ; — T 1..... _7 TO GLASS(SEE , MIN.SEPARATION I•I MIN.SEPARATION MIN.SEPARATION SCHEVJUE ON SHEET TO CLASS(SEE li TO(1A55(SEE (i/S5(SEE 11 FOR DUDE®M!D ON SHEET - i I i SCHEDULE CPI SHEET r I SCH ON SHEET 1/16"x3"MAX. _ T 19 FOR '' -..�,^�._. 11 FOR OAND ._ i t FOR BLADE OAND CONT. BLADES(D& T 19 FOR ALUM. CLOSER BLADES CONT O THSR IDE AT EITHERRFS., MIN!-l� \'+— _ I I 1I ®&Q� ,/�1 m&Q�l1 BLADE IFI)AND _. _.__..1��. m 6PLATE.6(LOCATE 1/2"I a ( )CLOSER 1 CAT T - - 0 ,-_-- i 4 USE 1' 2"MAX. I _ -__ 1/2"MIN. I (AS APPLI' E)x2'xl/B"x0'-2" I l �l Ox1/7"S.M.S. I _ _-___ 1 �' ---"�- LUMINUM C ANGLE �IOxI/2"S.M.S. / _____— - - ® 16'O.C. I,.' �` !___ A (6063-T6 A Y)AT MIDHEICHT � ® 16"G.C. ---------=-'- ;` .i�,q--� _� ® iL (1) A10x1/2"S.M.S.To®& \-- T- '--- --- ram._ /\p (2)1/4"0 TAP DNS ANCHORS TO `— — —__ 0J / J WALL AT 1' .C. (LOCATE AT a� SEE DETAIL%FO O pR � EITHER SI OF®) O DR °' / "� SIDE CONNECTION • SEE. DETAIL U OR% FOR J /, • TO TRACKS ' I O OR � o ® h m®m©. 7Om®'---'-1p•®m SEE OETAfL X FOR q) I t,m�m©•OmOm10•®m SIDE CONNECTION t_ w SIDE CONNECTION i' m� �• yO�m10•®•• TO TRACKS 7 "��,d"B I .®m 10•®m©•®m®•®m TO TRACKS 10•®•'®•®m©•®m D CONK CTI0 D END CONNECTION DETAIL T END CONNECTION DEIA14 0 REOUIR 1LY FOR SPANS GREATER THAN POURED CONCRETE OR EXISTING CONCRETE BLOCK WALL 4 -EXISTING GLASS / GLASS REQUIRED , L6N.SEPARATION N10,1/2"S.M.$ :>. ® 16"O.C. MIN.SEPARAR �—_—_— 1 CLASS(SEE Y _-__-_ ©OR OROOR SCTiE ON SHEET TO MASS( I 11 FOR BLADE mPND CONCRETE 1/2"MIN. SCHEDULE ON S �D"r•"`'-'`-'------- _ ____ �ORt OR(90R(3 ON SHEET 19 FOR ANCHOR® .• :_...-.» --___. 11 FOR DLPL6 AND ® I i______. { BLADES m e (�D 12' O.C. O oaADES m& R OR 1� �\ CON E , 7 CHOR 1 i EO ,.1____ 1 7"MIN..- _. O.C. ) �___I "11 ______-__.___ _.Lx_____ _ N. _ •_.,!_�_._ OR®OROOR 2" MIN. j..._ � -- _- 2' MIN. --_-_^_` _. SEE LIMITATIONS OF E FOR QORQOR�l7R�OR� IE BLADE IA ON SHEET 1 1�OR ®• DETAIL X ®m©• 7pmpmlo•®m POURED CONCRETE OR _.___...___-.______ ....-.I m®m©•pmpm,D.®m -----...-------------� ,D'�m©•®„®•®m END INSTALLATION ONCRETE BLOCK WALL ,D.®m©.®m®.®m ©•O•©m©•O•®m Q) HV BLADE OR 6� HV WINDOW BLADE INTO OUIRED ©•Q•©O1©•0•®°' 1 �em B•©" "J ®'®m®• � CONCRETE OR CONCRETE BLOCK WALL. ®•®m®•®m0^®m p•®m®•®m�•O END C L 5 END CONNECTION DETAIL© ®'® FLORIDA BUILDING CODE(Non High Veioolciitty Hurricane Zone, 02020 TILTECO,INC. 020 SUPPLY, INC.. HriB ERT�7/� IM Accordion Shutter System NO.44 67(: == Wiz` 1 L E C © u"c. I� ® ■ " H.V. BL M yi W/OR W/O RV,WINDW MAW ;• r5 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N DESCRIPTION DATE DRAWN RY: M.P ZD2t7 Association, Inc. I OLD 17-107 /z/z02 DATE: 7/2/2020 ,�• 6555 N.W.NIA.St..St'.W5.VIRDINN GMDEN5.FLCNM 3316 9, STATE F 4266 Westroods Drive 2 Phone (3(15)071-ISTO.N. (SOS)671-1531 DRAWING No ,'ZORI P'.••'�``',�� e-m6C^1110tDe0ce®o0al.wm West Palm Beach, FL 33407 S 20-164 f1 -\ 4 SS/QNA 4 \\\` \ _— WFLORIDA Lcu#T 44167 S SHEET j 11411"111111��\1SEAL/SIGNATURE/DATE 6 to OF 20 5_GdE(_t_)LE_&1 9_Q±Q_L&U2 SCHEDULE #3 MAXIMUM SHUTTER SPAN 1+" OR "L-" MAXIMUM SHUTTER SPAN* 1+" MAXIMUM SHUTTER SPAN*1+" (ft.). FOR INSTALLATIONS W/ OR I-" (ft.) FOR OR I-" (ft.) INSTALLATIONS 1I51ALL6IQN_ IEG�,N,D 1-40TES: CENTERMATES. ® & ® orT or INSTALLATIONS W/,pPPOS1NG W,/ .SY21tAtETRICAI CENTERMAT S CONCRETE &W/ ONE N.V. LOCK ® or ® or or CENTERMATgs,_�P & W ONE HV LOCKS MANSORY WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK ,•j or® or® / _ POSITIVE A.S.D. DESIGN PRESSURE RATING. CENTERMATES ® & ®W/ ONE HV 'T" W/ NO LOCKING RODS ® Z. OR�W/ NO LOCKING WALL , B, C, D E. M, N. 0, P, O, A.S.D.MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE CODS MOUNTING F, K & A.S DESIGN PRESSURE RATING. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.tt) R, S, & V. BOTTOM SEE NOTES t,tt (VALID FOR MOUNTING 11 SHEET 7) FLOOR/CEILING (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD MOUNTING H. I. 11, T. U. W & X WALL MOUNTINGS (TCP/BOTTOM) OR FLOOR/CEILING: NO.DUM wxIMUN MAnwN CONCRETE & M aP.p.SURE A5,0.DESIGN I S n aS.D.DEsM INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL.MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. D+�1 MOUNTING w'n & WNG FLOOR/CEWNG MDUNTWC (P•°.I.) FLOOR/CFJUNG MOUNTING (p.eJ.) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (+OR-) ,- (+OR-) _ __ I.OR-) _ FL_00_R/WALL MOU 1I1G DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. L 4 (ft) L-(R) L+ (R) L-((I) L+ (D) L-(6) - L+ (6) -L-((Q- 0 MAXIMUM SHUTTER SPAN "L+' OR "L-"FOR 30 OR LE_S__ I6'-0" 16'-C' 16'-0" I 16'-0" 30 16'-0• 16'70° 30 16'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE �4' - .. - --- ---- 1 _1 - - - - - 105 psf.A.S.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" _4_° _ 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ _ COMBINATIONS IN BETWEEN WALL MOUNTINGS 45 13'-1" 13'-1" 13'-4" 14'-3` 45 13'-1' 13'-1" 45 13'-4" 14'-3" 'r HV CORNER CENTERAIATE Q3 MAY BE USED AT ALL 50 12--5" 12'-5" 12'-8° IN-7" 50 12'-5° 12'-5° 50 12'-3` 13,-1• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 1v-10" I1'-10" 12'-1' 12'-11" 55 IV-10" IV-10, 55 1V-I" IV-11'• INDICATED ON MANDATORY CONDITION #2 1 - _ ` -- ---- - - - - - FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE SHALL BE AS 60 11'-4` 11'-4" 11'-7' 12-4 60 11'-4" 11'-4" 60 10'-2° 10'-11'• NOTE d5, SHEET 5. RATING 65 10'-10"_ 10'-10` it'-1" 11'-11" _ 65- _ _70_'-1.0" I 11'-5• 10'-6, 10' 10'-1°" 6.5 9'-5" 10'-1" DETERMINE: 70 10'-6" I 10'-6" 10'-9" .-6" 70 B'-9". - 9-4" Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. I 70 1 I L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-1" I 10'-1" 10'-4' I 11'-1" 75 10'-1` 10'-1' 75 - 8-9° tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 9-10" 9'_-10- 10-0° I 10'-9"_ 80 _ 9_-10" _9'-10' _ "L-•AND MAXIMUM AS.O. DESING PRESSURE RATING FOR 85 _ 9'-6" W-6" 9'-9" 10'-5" 85 _ 9'-s" 9'-6 INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 9'-3` 9'-3" 9'-5" 10-1, _ 90 W-3" 9'-3" SHALL BE DMITED AS FOLLOWS: RATING: 95 "-a. 8'-9" 9'-2" 9'-10' 95 -- - KEYSTONE MOUNTING DETERMINE: 9'-0" 8'-9 1- CONNECTIONS TO Li-- MAX. SPAN FCR WALL MOUNTING INSTALLATIONS. " - LIMITED TOO+64,-72 p.s.f. AND 8'-0" SPAN, SEE 100 8'-9" I B'-4" 9'-0" 9'-7" 100 _ _ 8'-9" 8'-4" L2-= MAX. SPAN FCR FLOOR/CEILING MOUNTING MOUNTING M ON SHEET 7. INSTALLATIONS. 1 55 _ ' 7'-11" 8-9" W-4" _ 105 8'-7" 7'-11" 110 8'-4' __7_-7__ - 9-2 7 t p g•_q• l 7•_7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2, I 7'-3" a'-4" W-11" 115 g'-2" I 7'-3" MINIMUM BERYEEN "Li+", 12+", %L1 AND 12-" 120 8'-o C-11" a'-2` 8,19. 120 a. ( SEPARATION TO GLASS SCHEDULE 125 Y_to• s'-g' a-a" g'-s" 125 T-1D" s'-g" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7'-8" 6'-5, _7'-10" 8'-1"_ 130 _ 7'-1 6'-5" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7'-7" 6'-2" 7;-s" 7•=9" 13s _ 7'=r 6'-2'• WIND ZONE MINIMUM SPACING.PRESSUR RATING TO DETERMINE MAXIMUM ANCHOR 140 i-r 5'-11" 7'-i" 7'-6" 140 7'-5• 5'-11" ASTM E-1996 SEPARATION 145 7'-3" 5'-9, 7'-5" 7'-J" 145 7'-3" _5'-9" TO GLASS 150 .)'-2" 5'-7' 7'-4" l T-D" 150 7'-2" 5-7"-- 1s5 r-o" s'--s T-z" s'-s" tss 7•-a, L �-s`' 1 THRU 3 160 6'-11" -I 5'_2• 7•_1• 6•_7'� - - l60. .__6_,; _I _s'=z"_ 1 165 C-10" I 5-1" 7'-0" 6,4' 165 6'-10" 170 6'-9, 4'-11" 6'-11" 6-2" 170 - 6'-9" I 4'-11' 175 6'-7" 4'-9, 6'-9" 6'-0" _ - --- -4'. ._. 175 6'-7" -9" 180 6'.6" 4'-8" 6-a" 5'-10" 180 6'-6" 4'-B" �1 H V BLADE 185 _ 6'75" 4--6" 6'-7" 5'-8 185 6'-5" 4'-6" i 190 _6'-4" �I 4'-5" 6'-6" 5'_6"_ _ 190 6'-4" 4'-5" 195 6'-3" _4•-3" .6-5• 5'-5" 195 6'-3' 4-3" 200 6'-2' 4'-2" 6'-4 5'-3" 200 6-2" ...4'-2�_ zos 6'-1" 4'-1 fi'-3 -1 zos FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ((t'Iwillo F747 02020 TILTECO,INC. m 2020 EASTERN METAL SUPPLY, INC. ''•... NS.!r , BERTHA HVTM P ® �Na ®�®�,®�® Accordion Shutter System No.4 ,1 =- RV. BI.DE#1 W/OR w/o Hv. N7NDow BLADE _ TILLIT TESTING & ENGINEERING COMPANY American Shutter S stems * Y EY.N DESCRIPTION DATE DRAWN BY:M1CW.L.G. ISMS N.W.45th.St..Ste.3D5,MOIRIA GARDENS,MORIDA 331ar A990CiOt(00. Inc. t OLD 17-107 7/2/202 DATE: 7/2/2020 A' STAI°OF Ph...: 305 871-1s3O.Fox;(305)871-1531 4268 Westroads Drive 2 44 a-mail:latecDOD°I.com DRAWING No '�D,O'• "40 l,ID CA-o00671e West Palm Beach; FL 33407 3 20--164 �i�CCs •``�� WALTEft TILER Jr.P.F. 1 7jA4�s/ON Jt.. '. d/SIGNATURE/DATE °Rloa P..uD. N 44167 5 SHEET 6 11 OF 20 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FORA GrVEN MAX, SH rrrER SPAN. A.S.D. DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE�R CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE (SEE MOUNTINGS A.8,C.D Aj 8) CON CONCRETE BLACK TAPCON OR UARI (A1WALL HEADER MOUNTING (A)WALL HEAD Q?OUNTING ®WALL HEADER MOUNTING UWALL Sys ALOUNTINC (DJ WAll.SLR�OUNfING (C)&(JWALL HEADER/SILL TAPCON WITH ADVANCED SPAN Z MOUNTING THREADFORM TE (n) ASD.DESIGN NETANE PR MONG(nf&S.D.DESIGN NEGATNE PRISM PATNG(pl/ASD.DmCN NFIdTNE PRFS6DRE RA RA .S,O.DESIGN NE G A5.0.DES GN NECA NE PI555 A E R40NC AGA.OE9GN NEG1 NE PPF 51 RE RAZ NG o1- - - - - ALL POINTS SOLID-SET JO 140 I BO 75 BO 20 80 205 30 401 60 75I 90 120 160 205 30 40 80 751 BO 120i 1801205 J01 40 BO 75 90 1 160 205 SO 401601 75 90 120 160 205 JO 1401 60 75 BO 120 160 205 "" '-'--"-'-- 14 12]"' 1 9 B B 8 6 14 112 10 1_9 I B 8 6 s 14112 10! 9 8 a fi s 14 12I10 9 8 1 B 6 1412 t09 _BLUE TAP3•-0" 14 1210 B B 8 6 6 14 i 12 10 9 B e 6 6 /4 12 10 B I B 8 8 6 14 72 1 10 9 B I B 6 6 14 112 10 9 B 8 6 B 8 8 8 B B B 8 B TAPPER} _ . 1,71 - - OR LESS 14 120 9 8 8 16 S 11 12 10 9 0 8 6 B 14_ 12 i 10 B B 8 B B 14 12 10 g -8 _B 8 3 14 12 10 B B 8 B I 8 p B p B g B B 65 14 120 9 B 8 fi 6 14 12 10 B 18 B 16 6 14 12 10 B B B 8 B 14 12 10 B B 6 Z. 1{ 12 10 9 B B 6 1 6 B B 8 8 8 1 8 1 6 7 14 12 10 9 B B 8 4 i{ 12 10 9 8 8 6 fi 14 12 70 I.9 B B ,6 8 14 12 10 B B B 55�- 14 12110 _: 8 B 85 6 B B B B B BI 85.5 B 4•-0" 14 12 10 B B 8 6 4 14 12 10 9 8 6 6 8 14 12 70 14 12 f0 B 8 B 4.5 - 14 12- 10. B 8 B 8 4 14 12 l0 9 B B 6 ,6 14 12 10 B 0 8 - - 14 12 10 9 8 B 8 0 0 e 0 8 18 B.6 5 14 12 10 9 8 B 8 4 14 12 10 A 0 B B 8 14 12 10 9 B B 8 8 1/ 12 10 B 8 8 - - 14 12 10 B 0 B 6 - B 8 B 8 B 8 7 5b 14 12 t0 19 e e 4.5 -114 12 110 B 8 B e 35 14 I12 10 9 B EE AN 14 12(10 1 9 8 8 4.5 - 14 12 110 9 18 8 6 J 5 14,12 10 9 0 8 6_ 8 14 12 10 B B 7 - - 14 12 10 9 0 18 6 8 8 B B I B e l e5. CHOR _.. _ -' __ - - 1 5•-0" 14 -12 110'9 B-sS 1- - 14 t2 10 9 8 B 4:5 1<112 10 9 B 18 (6 -5 11 12 10 B 8 3 - 14 tz-ta" 9 e 1 i e e±_e 1 B B I i s 4 SPECIFICATIONS 14 12 1D 1 B 8 8 i 4 - 14 12 110 9 18 e 6 35 14•12 t0 B B 8 8 8 14 12 10 B 8 I - - - id 12 70 9 8 17.5 8 8 8 8 B 17S 55 1 ON SHEET 13 14 12 10 9 8 SS 3 - 14 12 1�0 B 1 e 1 B_ 4_5 14 12 f0 9 B I.e 6 fi 14 12 9.5 75 4 - - 14 12 9.5 75 !.5I 3SI BB B 7,5 85�4,r 3.5 - 6•-0 14 12i14 12 0 B p p 4S 14 12 10 B B 8 6 6 ib 12 10 B B 4i _ 14 12 10 B B �6I`4 9 _BIB B 8 8 8 7.5 14 12 10 14 112 10 9 B g - 14 12 ID 9 g g 55 3.5 14 12 10 9 4.5 14 12 10_ 9 y7.5 4 B _e B B 755.5 4 J 14 12 10 B 8 51- f4 I12 IOB I B 8 4 14 12 IO B 8 8 B S.S 14 12 10 9 5 - - 14 1210E B 4.5 - B 8 8 I B B 6 4.5 - 14 12 10 B 8 4 i- - 14 11Z 10``9 1 8 6S 3 - 14 12 10 9 8 0 6 14 12 B 4.5 - - 14 12 B 85 55 - _ I 8 8 B 6.5 9.SI 4 1 3 - 14 12 10 9 B 4 - 14 12 10 i 9 6 6.6 3 14 1 12 10 B 8 8 e 14 12 10 9 6 -i- '- 14 12 10_I.9 a 7 e 8 B 8 8 8 7.5 6 7�-0• 14 12 10 9 4.5 - - - 14 112 10 9 B 4 1- - 14112 10 9 8 7 4 - 14 12 10 5.5 - I- - - 14 12 10 B B51 - 1 _ _8�_B e g 75I 5 � 4 14 12 110 B 7.5 3.75 - 14 12 110 9 B 6 - 14 12 10 9 B 8 6 14 12 10 6 14 12 )0 66 7 1- B B I 14 12 10 B 5,5 3 - - 14 1�2 10 B 0 45 - - 14 12 10 9 B 8 - id 117 - - - - - 14 11 7 55 35 B 8 714 12 10 B S14 2 10 B 0 45I- 14 12 f0 e 8 e I. - f412 10 7 4 - - - 14 12 10 --9 8 3 I 9 _e p 8'-0' 1-12 - - -' - - --- -' - - - - { -j - *SEE LIMITATIONS OF USE FOR 14 12 10 5.5 J - I- - 14 12 10 B 8 1- 14112 10 _B 10 ,55 - 14 12 8.6 3 - - - 14 12 8.5 7 4 ( f 6 8 9 7 65 4 3 - 14 10 9 .5 - - - 14 12'10 9 I B 4 - 1- 14 12�10 8_I 8 8 - - 14 12 9.5 - - - - 14 12 9.517.5 {S - - - B 8 t 8 7.31 i3LADE 1A ON SHEET 19 11 1112 110 6.5 14S - - I- 14 12 10 9 7.5 I- - 14 12 10 9 8 - - IJ 9_5r�5 - _ _ 13 19.5 6.5 5 =� - 2 11 4 2. 9�-D� 14_ 12 I B.5 4 4 I- 14 12 f 0 B 4S - - I 14 72 10 9 7.3 - - - 14 11 5 5 -�- - �- 14 1125 7.5 8 5-5I - I- g 8 7.5 6 S 4 j 6 , 14 12 10 6 4 - 1 14 12 10 B 7 - - 14 12 10 B 8 - - - 14 12 - - - - 14 12 B 8.5 - I- - i- 5 8 8 8.5 5S 4 1 - - 14 12 8.5 5 3.5 - - - 11 12 l0 9 5.5 - - 14 f2 10 B - 14 12 i9.5 5 3S - I- - 1!f 12 10 8 ,5.5 -I- - 14 12 10 B B I �. - 14 12 7I- - 1-1- - 14 12 10_7S 51 - 1 p B 8 8 e I7.5I 4.5 - 10•-O" 14 1 12 I5.5 13 - - 1- )- 1/ 12 10 1 6 3 - 1- - 14 12 10 9 B I 4(- 14 10.5�3 - - I- - 14 163 - - 1 8 8� 7 5.5.4.5 1]51 - 1♦ 12 9 !4.5 3 - - I- 1{ 12 10 1 9 1 5 - I-I- 14 12 110 9 8 - -I- 14 11 I- - - I- - - 14 11 7.5 - g B 7.5 6 1 5 - - - 14 2 14 2 10 '0-5 4 11 14 1112 2 7 - 1- I- I- I- 14 12 10I- -� 14I12 10 - I d OS - 14�12�10I- - I- 8 B gI 8 g 7 3.514 12 10 1- - - 14 I i2 IO - - - 25 9 5 - - - - 25 B 5 8 - -I B B 8 53 - 14728.5 - - - - 141210 - - J510 - - - - - - 14�10 7 - - - - I- 8 8715.54.5 -14 1 12 10 14 112 55 - 1- - 14 12 1 10 - I - - 14 12 110 - - -I- -IS 5 ] - - -9S, 7 3S 4.5 _` - 12•-0" 14�12 5.S 14 112 10(- -,- 11 I2110 - - Il ii 4 - f-I- I 14 112 t0 = =I= 1=I- g g B 8 8 6 3 I - 14 12 S I- 14 12 B 14 12110 - - - 1- - II5 B51- - II.S II g.5 4 p a 55 45 4 - 74 12 51{ 12 I10 - I I- '- 14 12 10 - - - - 12.5 9 - I- I- I- - 13SI 9.S 4.S - - - - 8 B i 6 5-I 4 - - ,3-0 14 I12 -}- 1 - - - ;441;z - - - - � 14 ;i 1 - I DJ s2 =i- -14, 2 14 121- i - 5 1 � I- - B f a5 6 1 451185145� _I _ i l a HV (BLADE OR (1.} HV BLADE 4 ,D _ f- I ;-I- W/ ,1A) HV WINDOW BLADE 14 12 14 12 I- - I- 14 12. - I 1 6 - 1 i,5 13,51 8 SS 4.5I - 14 14 12 - - - - _ _ 14 12(_- 4- I_ _I-.I 14 i2�I- - - - - 74 9 -..1- - I-1- - 74.. 2 _ __'I_1 t_ g g''B g I'7S` 4 14 - 14 12 I l _ 14_ 12 1- _ , - I O 4}- - - i 10 7S `- 8 7S 5 4 JII -f -, Ir t 14-0 WORKING IN UNISON tq 17 I_ I_ _ _ I_�_ I _ I_ _ _ _ F _ _ _ _ I -I_.. I �_ �_ _ _ 14 11SI- - - - - I- 14 12 - - - - - (- 14 12 - - - - - - 10.5 4 - - - - I 103 B 1- - 1- - - B B 5 4 - 14 - 1- - 1�4 4 - - - - 14 - - I- - - 751 -I- 7:5 - I- - - - 7.5 5.5 %S 3 - 14 l- I- - - 1 _ I_ _ _ _ 14 _ _ _ I_ _ _ 14 r - I- (- I- 14 - _ -1 _f_ _ B_(I_-B B 7 1 7 JS -` - 15•-0" 14 l_ I I _ 1q 14 - _ 1_ _ 8_I 7 14.5 3.1 3 14 - 1_ _ {_ _ 14 _ _ 14 _ _ I_ _ Ip _I_ _ 1_ _ 1_ 1p _,_ _ I I I- 6 17.5 5 4 -I - a� 1- - � 1;4 4 - -t tdl - -_�- f 1 - 7 .1-1 1- 1 71- - - I- 7_lses3s - -1 -, -{ - ,8'-0 1{' i..l..-l �- 14 - - I. _I 7.5 - 1e I- - - - tB -�- I I 8 .65 a 3.5- - - - 4{ t 114 4 I- - - I- I - 14 -1=I- - - -I= 9.5 -�---�= I= 4.5I- - - -�- - B '7 4-5 - --1 - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; i11 ,1111)111t1� � +// C2020 TILTECO.INC. (9)2020 EASTERN METAL SUPPLY, INC. R........... r''% BERTHA HVTM EN �� ®�®���® Accordion Shutter System � �`J C® 1 pi c. H.v BADE#1 W/CR W/O RV WINDOW aADE N0.441 1 --�- i American Shutter Systems *j 1¢ p7 ifs TILLIT TESTING & ENGINEERING COMPANY t c EY.N DESCRIPTION 2DATE/20 DRAWN 7 2 t p]55 N.W.36N.St..Ste.305,VIRGINIA GARDENS.FLORIDA 3316' A99OCIOt�Or,� Inc. I OLD 17-107 7�p�pD2 DATE: 7/2/2020 -o'• STATE '� 20 PMne:(JOS)871-1530.For:(JOS)871-1531 4268 Westroods Drive 2 �9�, F( t� �. CA-000 DnW.eem West Palm Beach, FL 33407 s -DRAWING No 719 NA1 EALG\�/SIGNATURE/DATE W ORIDA u`Lp 44167E 5 SHEET e 12 OF 20 ANCHOR*MAXIMUM SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.O. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING 7YRE FOR CONCRETE OR QMEFE EM BLSMLLATM (SEE MOUNT &H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: ��W11�h/CONL7�fE CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.f'c MAXIMUM (K)WALL SILL MOUNTI G ©CEILING MOUNTIN QH FLOOR MOUNTING - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Min.Pc=3 ksi) 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY AU.POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min. ro m 3 ksi) (f1) 05D.DESIGN NEGMNE PRMURE RATING (pal_- fNTNG SA DESIGN NEGATIVE PRFSAIRE RATING(w - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Nin.rc-2 ksi) 30 40 60 75 90 120 180 205 JO 40 60 i 75 90 t2 ISO 205 JO 1 40 60 75 BO 120 160 205 TAPCON OR 1/40 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY TAPCON WITH ADVANCED OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min.Pc-3 ksi) 14 12 tD B 8.1 B 6 3.5 14 12 to B e a -- 6 _1a 12 10 s S 8 6 6 NREADFORM TECHNOLOGY 3'-0" 14- 12 10 8 B !B E -5 14 12�15 9 B_ 5 6 5 14�i2 10 9 e -e 6 6 ALL POINTS SOLID-SET NOTES: OR LESS 14 12 10 B 8 1 8 6 6 14 12 10 B B__a 6 6 14 12 16 9 8 8 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 B 8 8 6 7 14 12 10 9 B 6 6 6 14 12 10 9 B 6 6 B / _ ) 14 12 10 9 8 7 5.5 1.5 14 12 10 B 8 B 6 6 14 12 10 9 8 �_P. 6 5 TAPPER+ ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4'-0" 14 12 10 B B a 6 6 14 12 1a 8 8 B 6 14 12 10 B e 8 6_'5.5 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 10 9 B 6 6 4 14 12 tU G 8 e 6 4.5 14 12 10 9' 8 5 a' 4.5 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 . B 8 4.8 14 12 10 1.6 e1-6 B S:5 14 12 10 9 8 e 8 45 1"MINIMUM 1A 12 10 1 9 7.5 5S 3.5 - 14 12 10 9 B B 6 5 14 112 10 9 8_� 7.5.5 4 of USE FDR IN MUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12IO B 8 e 6 5.5 14 72 1 f09 5 8 fi 4.5 5-0' -- - - - - .. . ._._. I _ _ A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS E ANY VENEER BE FOUND ON THE EXISTING WALL S FLOOR, BIRD ON SHEET 19 14 .12 10 9 a 7 4 - 11 12 10 9 8 _ 9 SS 14 12 10 8 65 3 ].5 J I . .-.. �.. ...__.._8 ___ cis-I _ ____ _..__-_ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 f0' . e 4.5 45 - 14 72 t0 9 8 e -. a5 111 r12 10 9 8 6 a.5 3.75 NOTES A O&A2)ABOVE. M INSTALLATIONS LSTUDS SE ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 95 7.5 6.5 a.5 - _ 14 12 _10 8 8 7.5_ 55 4 14 12 10 INSTALIATON INTO EIF$WITH METAL 5'iUDS SEE SHEET 20. 6�-0" 14 12 f0 9 e a 6 - 14 12 10 B 8 B B 5 14 12 10 9 B 65 5 3S 14 12 10_ 9 7.5 5.5 J - 14 12 10 8.5 7 5.5 4 3 14 12 8 6.5 5.5 4 __3 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 10 9 6 6 - - 14 1210 9 e B.5 5 J75 14 12 1D 8.5 e 5 4 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUIDDE%. 14 12 8 85 551 3 - - 14 12 10 9 8 5.5 45 75 14 12 10 B_ 7 5 3.5 3 - 1/4"0 x 3/4"ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0" 14 12 10 B 8 18 - - 14 112 10 9 5 7_ 5- 4 14 72 10 9 75 S5 4 S_ - ,/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 10 8 8S 4 - - 14(12 9 75 8 a5 a 5 - 14 10.5-7 5,5 45�5 - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT, INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY l4 12 Ia I8.5 7 4 - - 14 17 10 9 7.5 5.5 4 14 12 9 �7 7.5I15 - - OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 11 7 55 4,5 - - - 14 112 10 B 7,5 5,5 4 - 14 12 9 7 6 .4.5 3 - NOTES: 14 12{16 B 8 6.5 - - 14 1 12 10 B I B-+B 4 - 14 12 10 8 6.5•5 3S - B'-0" - - . 1_ _ - -- - - --- - .- ---I -.. -1- _ 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 8.5 7 6 3 1a 112 a 6.3'6. _{ 3 - Ll4 912 8 5 4 3 _ _ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". /14 12 9.5 7.5 a 14112 B.5 8 (H.5 5 14�12I B 6 63 { 13�9.5 6.5 5 3.5 - - - 14 12 10 1 e 8.5 5 - 14 11_2 8 6.5 5 i 4 - - 8.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SCUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'-0" 14 12 10 9 8 - - - 14 12 10 9 7.5.4.5 - - 14 12 I.5 7 5.5 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 14 11.5 7.5 6 4 - - - 14 11 7 SS 5 3.5 - - 11 8 5.5 4.5 1.6 - - - --- -- _ - EXIST,AND 1•MINIMUM OR WALLS WITH NO STUCCO. 14,12 8 6.5 4.5 - 1 14 72 8.5 7 IS 4 14 10.5 7 5.5 8 45 11.5 8.5 5.5. 4 - 14 12 9 7 G. 4.5 - - 14 1 11 7 5 5 4.5 3.5 - - ._. .. I .. _ _ _. ... IN CASE THATPRECAST 10'-0" T4__112 r.10 9 75 - I- - 14 12 10 a 6.5 s_ - - 14�_12 8 S 5 {-4 - 3)ANCHORS SHALL BE G ENOUGH TO REACH CONCRETE HEEMAIN STRUCTURES BEHIND SAID WALL FINISHES:ANCHORAGE SHALL RE ASNG WALL RINDICATED ON B. OR ANY VENEER BE FOUND ON THE 14 105 7 5 3.3 - _ 13 9S 16.5 _5 4 3 - - 16 i 73 5 14 f`3 - - 14 1 11 17.3 5.5 - - I- - 14�115 8 6 5 s� - 25;95 6 15 14 4'- - NOTESOR INSTALLATION ATIONBINTO ENS OVE.FOR(WITH METAL NSTU S SEE SHEET 20S ON VINYL SIDING R E]FS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 15 14 12 8 1.5 5S 4 - - 13 1 f0 6.5 5 4 3 I- - 11'-0" 14 12 110 - I-, - -_f- 14 12.I_B 7 Si_4.6 - - 14 fo.5 i 5.514.5 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 12.5 9.5 5 - J- - - - 12 9 6 45 4 _3 _ _9 7 45 3.51 3 _ 14 10 7 - - - - 14 10.5 7 55 4.5 - 1.5 85 5.5 4.5 J75 - -...1 (D) SEE SCHEDULE BELOW OR EDGE DISTANCE(E,D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9,5 7 4.5 - - - - I- 14 11.5i 7.5 8 5 - - 12 B e 4.51 4 - - -_ t4 12 10 - - - - - 14 12 B 6.5 5.5 - - 13 i 10 I6,5 5 4 12'-0'-- - - _ EDSe!`D3LA�+ E�tERSUS_SP9GIHG�.CHEUUIF�E9E�NCN035: 1.S BS 4.5 - I- - - - 11 i 8 6.5 4 4 - I- 8 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS TfIAN THE INDICATED,REDUCE ANCHOR SPACING 3,5 95!6 - - - - - 13 9.B IS 5 4 - - - ,0.5 B 5 { - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 16-51 14 tD5 7 55 451-- _ 11 86 J55 4.5�3.51 - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0 14. 12 _ - 14 n 5 i:5 e s I- 12 9 1`l,s bs a - - FACTOR 6.5 8 - - I- 10 75 5 4 J_ 7.5 -5.5 4 3 - ACTUAL !_ - - - -1 -- TAPCON WTi}1 ADVANCED zs es - , - I- iz 9 e 145 4 - es 7 s 4 - - EDGE TAPCON THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/CAP TAPPER + 8 6 - I- 1- /J 95 6.5 5 10.5 75 3 4 I - V LADE DICTANCE MIN.SPACING 14 12 - I 14 l03 7 55 -1 11 B5 5.5 4.5 - E.D. MIN.SPACING-3- MIN.SPACING-3" MIN.SPACING-3 1/2' MIN.SPACING-3" 3 3/4' 4' 14'_p• __ _ _ 7- 9 3.5 3 _ D POURTJEDD CO BLOCK& POURED t�TE ATE HDa( POURED CORBLOCK& P CORD CONCRETE ONE CN&POURED 115 85 - _ .- - I- --"_.B...5.5 4.5-..-_ _ _ 6 BS 4.6 - - - _ MIN ED.•3 1/2•ABA.ED.•2 1/2' M01 E4 CONCRETE MOON07LTE 2B ICK 7,5 - - - - - 1.- 12 e 6 - - 9.5 7 14*� - - - ! HY O ED. 4.J E I - - - - - ]5 1u 6s = 4e e 5 - - - BLADE WORKING oso 1.D Eo.7e, MN 1.0 o.ea 1.0 19 - - - I. I- - - BS 65 4. 6S. 3 .J. .-.._-_ 2..1/2� Mµ 1-0,' 0.81 ....1.0 _ ..0.67 1.0 ;a - - - - - - I -� IN UNISON - _105 8 5 85 6 4 - - - 2" - 0.71 _ _ 14 _ _ _ I_ I _.115 6515.5 - 9 65 46 - I - 1- .._7.-3/4- - _ 0.91 - - - 0.43 16'-0" - _ _ _ 146 9.58 10 7S 5 1- i _- __ _- ._ _ ._ ..- - _ _ _ .-_ g _ _ _ I_ _ _ 8 e-I 4 - 5 45 J.I- I I-.- 1 1 2"^ O.JS - - ... - - 0.35 - 9.5 - - - - - - - 9,5 7 s = - = e-i e FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM �'� ® � c Accordion Shutter System No.44 67 = H.V. BLADE#1 W/OR W/o H.V.WINDOW RAM 10eZo TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems .• Inc. CY.N .DESCRIPTION DATE DRAWN BY: UP STATE F GAS N.W.Win.St.Sta.JOS.NRGWM GARDENS,FLORIDA 33Yd ASSOCIat)OnF C OLD 17-107 !/2 202[ GATE: 7/2/2020 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 "?�O�•. F�NR( -,.��c;g` a-m 11:AUllt-a 91.com West Palm Beach, FL 33407 3 DRAWING No 0-104 %14,01ONA LN��`EAL/SIGNATURE/DATE WFlDRIDAAu#Jr.4167 e SHEET 5 3 OF 20 I • MAXIMUM ANCHOR* SPACING (i GrHFrnu F FOR A MEN MAX SHUTTER SPAN AS.D DESIGN_N GA 'E PRESSURE RATING AND A CORRESPONDING 6!OUNIING 11_pF FOR CONGRE� OR C-ONCRE� BLOCK INHALATIONS (SEE MOUNONGS 1,J.K&L ON SHEET 7) POU POURED tb CONCIiEIE BIDCK (I'tTA PAEGEN`IIWALK OVER& It TRENCH ORAINGUARD MOUNTING OIN /FLOOR MOUNTING ©WALL/WALK OVER MOUNTING lwauuu gQ TAPCON OR BAN .DESM NMATK PRESSURE RATING(W ASD.DE9GN WATNE PRESSLWE RATNC ASD.DE96N NB:1TK PR691RE PABNG( ASD.DESM NEB,TNE PRESSURE"0(pm(N) _ -._ ON WITH ADVANCED 36 40 601 75 190 1201601205 30 40 160 7s 90 z 160 205 sp 40 60 75 9p 120 180 205 3D 401 60 1 751 90 1201180265 DFORM TECHNOLOGY 14 12 10 1 8 B I B 1 6 6 [12 12 12 12 12 1.518.516. 7 1 7 1 7 7 1 7 7 j5.5 5 !5 1 3 5 1 5 5 1 5 5 3' 0" 14 R 10 9 B B 8 +6 12 12 12 12 12 9.517 77 -7 T- 7 7 7 7 5615 s Is- 5sF�!( HLUE TAP :R IfSS 14 12 10 B B I B 6 6 12 12 12 10S 8 6 6.5 7 7 7 7 7 7 _7 I6S 5 5 5 5 5 1 5 5 5 ._�14 14'lD B BB 6 6 12 12 12 12 f0 7.5 6 7 7 7 7 7 7 7 7 5 515 5 II5 5 3 S TAPPER}9 �.j 7 17 17. 7 12 IQ 71 , 4'-0" t141 10 9 1B jB 8 fi 12 12 95 10 65 I4.5 J.5 7 77 7 7r65 5 5 5 5 �4 10 9 8 B B B 12 12 12A4 A - 10� 7.5 ISS 4 7 7 7 7 7 7 1 7 5Z 5 5 5 5 5 6 5 5 10 9 B B 6 6 12 12 11 9 7 3 4 7 7 7 7 7 5S J 5 5 5 5 1 55 4. f _.5•-O" 10 B }B 0 6 6 12 12 12 1p 75 55 4_ 7 J 7 7 7 J 7 5. 5 5 5 5 5 3__5 109_I B B 6 6 12 11 95 7S a 45 35 - 7 7 7 17. 7 7 �6i4. 5 135 5 5 5 155155 4SEE ANCHOR 10 B B B 8 6 12 12 12 95 B 6 4.S - 7 7 7 7 7 7 S 4 5 5 5 5 5 5 5 4 14 112 10 9 e 8 B 8 12 2 15 9 7.5.5.5 4 3 7 7- 7 7 7 4.5 35 5 5 6 5 5 4S 3.s SPECIFICATIONS 6,-G" SHEET 13 14' 12 10 9 0 8 8 6 12�11 2 12 10 I B 6 4.5 3.5 7 7 7 7 7 7 7 7 5 5 5 t 5 5 5 5 5 14 I12 10 B ,B B �.6 6 12 12 B B 5 4 3 - 7 7 7 7 7 -6 4 5 5 5 1 5 a 5 4 3 14 12 10 9 B B fi 6 12 12 10 5 0.5 5 .75 - 7 7 7 7 7 8 45 5 5 5 5 5 N 14 11 10 9 a B 6 6 12 12_ a 6.5 5 3.5 - 7 77 6.5 55 4 3 1 5 3 5 5 1 4 314 12 110 9 B B 6 5 22 12 12 a5 7 5 4 J 7 7 7 7 7 7. 7 1 6 5 5 5 5 5 1 3 514 j2 10 9 B 0 6 6 12 10 1�1(1 .5 5 4.53 - - 7 i 7 7 7 O5-I 5 3 - 5 3 5 5_ 5 (5 IS.S - I 14 12 10 9 1 B a :6 6 12 12 &5 7 5.5 a - 7 1 7 7 7 s s s s s- s 5 = 0 VALID ONLY FOR UP TO +70, -75 14 12 10 B I B B 6 12 12 B.5 7 5.5 4 3 .,-.. 7 7 7-_55 e5 3 ,5 5 3 5 45135f PSF A.S.D DESIGN PRESSURE 14 12 10 I B B B 6 1 12 12 1O5175 6 46 3S - 7 7 7 7 7 7 7 4 5 5 1 5 3 5 5 }5 5 RATING & FOR SPANS PER 8._D. _ _ _ to 12 10 s a B l e I"-:- 12 e e 45 4 3 - 7 1 7 7_1 7 55 4 - 5 (5 s s s 4 1 a - SCHEDULE {{3, SHEET 71 14 12 10 19 B B 1 6 - 12 11 7S B 5 1 �__ 7 1 7 7S a 4S - I- 5 1 5 I S 5 5 4,5 1- - 14 12 AD 9 B 0 - 12 1.5 75 6 5 JS - - 7 J 6.5 5 4 - 5 5 5 5 4 ,3 _ `` _ ... 14 12 10 9 12 12 9 5 46.5 5.5 4 3 - 7 7 7 7 7 7 6 J- 5 5 5 S 5 5 5 5' ....... _ 14 12 10 I-0 8 B - - 0.5 B 5 4 3.5 - - 7 7 7 8 5 3.5 - 5 5 5 5 6 4 3 _.,. _ 14 12 10 12 10 65 5 4.5 - 7 7 7 65 55 - - 5 5 5 5 5 4 - - 14 /2 10 9 e B - 12 0.5 7 5.5 4S J51 1- 7 7 5.5 45 15 - - 5 5 5 4.5 I35{ - 11 12110IB B B - 12 f11 IBS8.,.5 351 - 7I7 7I7 J -7..I 45 - 5 5 5 5 5 5 5 4.5 10'-O"14` 12'tp' 98 B I- 95 7 45 3.5 3 9S 1-_ 5 5 5 5 45 35 -_ 14 12 110 9 I 0 B 12 _B e 5 4 - - - 7 7 - 14 12 110 19 0 B - 12 9.5 6 5 4 J _ 7 7 1 5 4 _3 - - - 5 5 5 4 13.5 - - - 14�12110IB tB (B 1 1 B.56.5 4 3.5 4y �35 1- T J 7 7 I7_,7.35 - 5 5 5 5 5 515 _4 / Ate\ 11-0 14 12 10 , _ ! I 7 7 16 5 •4 - .6 j5 13- fi 4513 i-- I- ` I J 14 12 10 1 9 B 0 - 11 B 3 5 4 - - 7 7 7 3 S 4S - 14 12 10 -9,2 ADI B _ I- 12 9fi 84 J 43 i '- - 7 17 5.51_4S I35.1 6 3..�-. 5_ 4.5.1 4 J 4.3135 ' _ _ _ _ , HV BLADE ONLY 14-I 12 10 9 1 0 I- I- 10 7.3 S 14*1 4 - - - - 7 1 7 6 5 - I- - - 5 5 3 5 1 1- - 14 /2 1p 9 0 OS B 5 4 SS 7 B.5 14S 3 5 - S 5 45 3S S 1 - - 1 J'-0•,14_ 12 10 9 0 - 1 5 6.5 6 4 5 5.5 3 - _ 7 7_.7_. 7 7 4.5 = 5 5 S 5 3 3 14S JS_ 14 12 10 19 0.1.^ - 7_�5.5 35 J =-I - - 7 7 5 4 ] - 5 5 5 4 1. _ l _ - -_ .. _. _ _ _ 16 12 tD B B 5 7 4.5�.75 - - - 7 7 SS 4.5 - - - 5 5 5 4S 4 14 12 10 B_- 1- 10 7.5 15 4 3 _ - 7 -e_1 4 13 - - - 5 5 1 4 13 I- 14 05 B ISS 4 3.5 - 7 7 1 7 4 7 7 4 - - 5 5 5 5 5 5 4 1 3_ 14'-0"14 11 10 9 - 65 S J - - _ 7 7_ .5 13.5 f 4 12 10 9 I- 8.5 8.5 r 4 - I- - 7 7 5 1 4 - - - - 5 5 5 4 - - - - 14 12 10 - - - - - 9 7 4.5 3,5 3 - !- - 7 5,5 1.5, - - - - - 5_ 5 IJ.S 1 3 - - - - j4 12 10 - - - 1- - 10 7.5 5 4 3 - - - 7_ 7 7 ,7_ 7 JS - - 5 5'1 5 5 5 5 4 J 14 _ - . _ _ _ I _ _ _ 6 {,5J 1_ _ _ _ _ 7 7.._1S k�. __ 5.1.5_ 4.513.5 - 11 B I B 4 - 7 7 5 1- - - - - 5 5 5 1 4 - - - - 14 7 55 AS - - 5 5 3.5 - I - 7 14 12 V{10 7 6 3 _ 5 5 5 5 5 14513.5 -_ 16•-0"T4 1Y I10 _ _ _ _ 8 4.5�J �. - - L_.. 7 95 s_ 1_-. - - 5.. S 4 as I 14 12 10 - 7S 5.5 .75 - i - 7 7 45 5 5 4.-5 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, 02020 TILTECO,INC. 0 202200 MTERN METAL SUPPLY, SUPPPLY,INC. B ED• THA HVTM ,��?•''��cFN F'•;'� , Accordion Shutter System i' E C Q 1!d c. ® . eo ■ H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE No.44167 American Shutter Systems EV•N DESCRIPTION DATE DRAWN BY: MP `YFr t TILLIT TESTING & ENGINEERING COMPANY �!_/ 6355 N.W,361N.Sf.,Ste.][I5,VIRGINP G46DEN5.FLORIW 3J16/ ASSOCfatiOT1, Inc. 1 OLD 17-107 %/2 2021 DATE: 7/2/2020 q' STATE(F jZ 4268 Westroads Drive z Phony (105)871-1530.F9t (303J071-I5J1 DRAWING No 9'• "4 c-mom URecoWool.c9m West Palm Beach, FL 33407 1 20-164 Oc'•. 0R11 P .•��u`.� aA-o0psT1B 4 FS'(1••...... ••. ` WALTHR A TILUT J,.P.E, %DNA 1 �`��SEAL/SIGNATURE/DATE FLORIDA U.p 441s7 5 SHEET s 14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MMIMUM ARcHog SPACING (in.) SCHEDULE Fog A GIVEN MAX SHUrrER SPAN NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUP"'NG TYPE (SEE MOUNTINGS ON SHEETS 16& 17). !E3 U B TRATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN N NE No. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN, G=0.43 W/ MIN. G-0.36 1/PLYWOOD DX DOUGLASNFFIIR W%5, FIR NORTH FIR SOUTH MA><IMUN MIN.G-O.$0 W/ MIN. G-0.43 W MIN. G=0.36 SPAN(fl) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O.WALL MOUNTINGS W & X W & X W & X P & Q S &V S &V S&V SD DM MK P50K RUX(p>1) S6 IIDW RWM R,Mw ww 0) RD.TSDI NWM IRWIS A.EBG .. _... 30 40 60 75 90 105 30 I40 60 75 90 OS 30 40 60 75 90 OS 30�40�60 7�5 g0�0�5 30�40�60 7�5�90�1 OS 30 140�60T 7�5 9 II O 30�40�60 7�5 1901105 JO ISO�40�60 7�5 190�OS JO I4�0 60175�9 1105�TSD LLs71®N,E IFSDId MIt6� 5'-0 OR LESS 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 B (8 6 6 6 6_ 6_ 6_ 6 _5 4 4 4 3 12 12__12 12 Q. 12 12 12 12 12 12 1 �Z40 1ZOI�2 9Z 125 _ _ _ .6 ..___ _ 4 0" 12�10 10 9 8 8 6 6 16 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 15 f 4 4 4 13 12 12 12 12 12 12 I,', 12 12 12 12 12 j2 j2 12 12 1212 _5 O'_ .12 10 10 9 8 8 6 6 6 6 6 55 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 17 6 6 fi 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 j2 12 1210..- 6.-0. 12 10 10 9 8 6,5 .6 I6 6 6 5,5 45 12 10 10 9 B 5 6 6 ,6 •.5. 5 45 12 10 10 9 6 35 6 6 6 6 5 45 ,6 5, 4 4 35 _ 12 12 12 12 12 12 72 12 12 12 12 12 j2 12 12 12 j0 8,5 .. 7•-0" 12 10 10 9 6.5 4 6 6 1 6 _.5 4$ 4...12 10 10 9 5 3 6 6 6 5 4 3,5 1.2 10 10 7 3.5 - 6., 6 _6,. 5., 4 3.5 6 5_ 44 - - 12 12 12�12 12 1L '2 1212 12 12 10.`12 12 12 0.58.5 7.5 8-O' 1 P 10 10 7.5 '.5 3.., 6 6 1 6 5_ 4 3.5 12 10 10.6 3.5_, B_ 6 5 1.5.,3 5 3 12_ 10 10. 4. - _ _E, 6 5 _.5 3 5 3 6 5 4 - �- - 12 12 12 12 12 1 Y 12 12 12.12 11 9.5 12 12 1.5 9. 9.-0' 12 10 10 5 3.5 - 6 5 15.5 4.5_3.5 3 12 1 O 9 4_ - B _6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5_ 4 3 3 6 5 J 5- - - 12 12 12 12 12 10'12 12 12 11.5 9 5 B.5 12 12 10 10'-0' 12.10 7.5 4 - - 6 6 5 4 3 12 10 B 3 6 6 4 .5 3 12 10 3 - - - 6 6 4 1.5 3 - 6 5 - - - I- 12 - � - - - - -- 11'-0. 12 I10 5.5 - L= I- 6 6 4.5- 12 10 4 5- 6 5.5 3.5- 12 10 1 - - 6 5.5 4 - - - 6 5 I - - I- - 12 112 _._ ... .__ _.._ _ ..__ ._ _. ... ._ ,. 1 12 2 10 8 12 12 12 195�85�77g 12 12 8 655.5 4.5 12'-0. 12 10 4.5 - - 6 6 4 I- - - 12 10 3.5 _ 6__ 5 J 5 __,.__ 12 1.16 I-.I{- -_ 6 5_ J_g} _1 - 5 _5 _ _ - 12 12_ 12 11? 9 S 8, 12 f:2 11 8.5 7 6 12 1._7.5_ 5 _4 130 1210 - - - 66 1 1210I - - - 64.5 - - - - 12f{7.5' -I- 64.5I - - I- - 645 - - - - 12 I121210.`857.5127210Bfj{6.5 5.5120. 7jr)6 .54.5� 4 140 _ 1210 - - - 6.12 _6 55 I-_! 127 - - - '.g 4.5 1217 = _ .545 I-. 6 3 �- 12 - - I-1I- 1212129.58 612129.57.5I64,512 I9565 5 4I{3 i6-0' 12�- - - I- 6 -I- - I- 12 - - - - '5 - - - - 11.SI,- - - - - 5-�- 11- � 6 - - - - I 12 12 I1 U.`.8565 4 t2�12 8g 6.5 5 3 '1.5!8.55,514,53451- (1 i HV BLADE OR (1 i HV BLADE W/ 4� HV WINDOW BLADE WORKING IN UNISON* ♦SEE UMJLAl10NS of usE FOR BODE 0, ON ARET 1B + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WAIL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/0-0.55(N.D.S) - 1/4'P TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGIAS FIR W/G-0.50(N.O.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION :SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/0=0.36(N.DSJ 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2'COX PLYWOOD(1986 ARA) LAG SCREWS AS PER NDS 2015 SPECIFICATIONS, 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLOMDA BUILDING CODE(Non High Velocity Hurricane Zone; V,ttlt(.rI /��''''' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. �P •..A• BERTHA HVTM ,iy ,,\rEN 9 /1_TM EC C ® ,N�. �� ®���� Accordion Shutter System 67 H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE No.441American Shutter S stems TILUT TESTING & ENGINEERING COMPANY y Ev.H DESCRIPTION DATE DRAWN BY: MP *•; * r 63M N.W.361h.St.,Ste.305.MWNIA WDENS.i1DRIM J]16: A3sociation, Inc. 1 OLD 17-107 /2/202 DATE: 7/2/2020 o. STATE r c i Phone:(305)871-1530.F..:(305)871-1531 4268 Westroads Drive 2 DRAWING No p• FI 3P r y`� '-mall:Olteecad-M West Palm Beach, FL 33407 3 '��oF•.••E0R CA-000671E 20-164 ''n;�SS10N �A`3��EAL� /gi ARE/DATE WFL FLORIDA UTER A.c.#LUT 4416E 5 SHEET 6 15 QF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & f1A) HV* BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLAD ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & ". � TAPCON WITH ADVANCED URE RATING FOR INSTALLATION WITH BLADE Cl)& f(A WORKING IN UNISON OF THREADEDAREA TO A S D DESIGN P 1/4"0 TAPCON OR W 1 1/2"Min.PENETRATION !' TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY - --- - THREAOFORM TECHNOLOGY / W/ 1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING _ WN SEPARATION 1- EXISTING WOOD HEADER. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) 1O GLASS(� I )OR idly �;'• (SEE SCHEDULE ON SHEET 15) 1/4"o-2Ox3/4"S.S.MACHINE Sa/ETXIUC ON SHEET % ( a l8 SCREWS W/ 1/4'-20 NUTS C—11 FOR BLADE OPND -I ® 12"O.C. ON SHEET 19 FOR I 3 EXISTING: RADes O&� < 1„ I•(•'l r:\��\\\1l1\1\1 - Q I. i ._Ep- -EO-. ' GLASS---0 WALL »J0y I v 111 I ,E j,v �oPnoNAL 1 I I. FINISH i I� I I v EXISTING MIN, 1 I I ��- -WALLI { •tlttll\l\t\11)\ EXISTING MIN. iu HEADER REOa RED II 11)0R • I 1�'0 TAPCON OR TAPCON WITH ADVANCED ® 2"x4"WOOD 1 d HEADER REQUIRED I'.I _ �1 THREAOFORM TECHNOLOGY Wf 1 1/2- EXISTING I µtN,SEPAPARON I k I( 9 I I I I � t, 1' Mn.PENETRATION OF THREADED AREA TO GLASS—y TO (sFF I I k I 'I MIN. SEPARATION TO GLA55 -., �II EXISTING WOOD HEADER. IIII---tL I FOR R f II I EXIG TKO ADE(D no SEE SCHEDULE ON SHEET 11) ! I (SEE SCHEDULE ON SHEET 15) ON SIM 19 FOR I Ski 1 I�1 - I 2'a4'CONT.SILL li BLADES m&® 41 ( - _ - L 111�. PLATE REO'D. ON HV WALL HEADER IN�T I I ATION OHV WALL SILL INSTALLATION O HV WALL HEADER INSTALLATION - . - ° 1 I f � I� MIN,SEPAftATWN TO GLASS jT MIN. SEPARATION TO GLASS I I '1 (SEE SCHEDULE ON SHEET 11) 'I `I EXISTING F SEE SCHEDULE ON SHEET 11) - GLASS—� I `�� EXISTING ( I x EXISTING I z MIN. SEPARATION TO GLASS I i - GLASS ' I GLASS--A a° 2"x4"CONTI(SEE SCHEDULE ON SHEET 11) I x U I 51 1 1/4"0-2Ox3/4"S.S. ` WOOD PLATE REGO. I 1/4"m-20x3/4"S.S. MACHINE SCREWS I I(I1 s I 6 USING 1/4'-20 NUTS MACHINE lu� IIJ I I SCREWS Wf ® 12" D.C. 1f4"-20 NUTS® 12' WALL S \ I I D.C.INH /IaR @ I 1 I7@.R (1 �)�+J OR® I 2"x4"CONT. 1 i . T-'-- ' •[.111\lUlAl\I1\ ! -'ED--TO- WOOD PLATE REO'D. EU. E0. 1'Min. ,�� •\\I I C\1 �,I i\. 1/a"0 TAPCON OR TAPCON WITH ADVANCED I THREADFORM TECHNOLOGY W/ 1 1/2" �1 2'x4'CON1 �� _ Min.PENETRATION OF THREADED AREA 70 I/4"0 TAPCON OR TAPCON WITH ADVANCED 11I 16 ;SILL PLATE : '� — EXISTING WOOD HEADER. ,I 1/4'0 TAPCON OR I-SE: REp'D ` (SEE SCHEDULE ON SHEET 15) ,•I THRFADFORM TECHNOLOGY W/ 1/2' .1 1APCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (11 •1, Min. PENETRATION OF THREADED AREA INTO PLYWOOD �\ i _ I .'. WALL FINISH I/2"MIN.CD ,\f\`THREAD FORM TECHNOLOGY SHUTTER ASSEMBLY. ., i. I•.-.+ (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4" PLYWOOD REO'D. W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE 1/2"MIN.COX PLYWOOD REO-D. REDSTUDD.PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD SUIT ANY INSTMBINED IN ALLATION.Y WAY TO R HV WALL SILL INSTALLATION ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) O -EXISTING MIN.2"x4"STUDSATTACHED O 15"O.C.MAX.RDAN ACCORDANCE WITH PLYWOOD 70 BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2308 OF THE L L ILO-N ♦SEE uMJZATiONS OF WITH SECTION 2308 OF THE F.B.C. F.B.C. HV WALL SILL INSTA�LIV L1 �,OE 1(�1 DONS 1(J9 BY WALL SILL INSTALLATIONFLORIDA BUILDING CODE Non High Velocity Hurricane Zone ,rNYr'r' 02020 TILlECO,INC. ©20ESTERN METAL SUPPLY. INC. �fN1 ...Y /l �� BERTHA HYTI.n cordion Shutter System No.441 = Q Ti Q-�oimc- e ■ ■ ■ H,V. IAADE#1 W/OR W/O KV.WINDOW MADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems :v,x DC5CRIpftON oaTc OPAWN BY: MP6j/_ sav N.A.ism.St..St..aos,vlacww rueov+s,rLOww anal Association, Inc. I OLD 17-107 /2/202 DATE: 7/2/2020 o'• STATE 0, phone:(305)871-1530.Fox:(305)871-1531 4268 Westraads Drive x DRAWING No �90"• F(DRIp \�. e-noa:Lllle=oa,aoL�om West Palm Beach, FL 33407 3 �'"•. '��`�• CA-0006719 A 20-164 /�rx�rrgs`SIONAL' \�` WFLTRIDA Ue•R saki 9 SHEET Arrrllnnu011 LN.�. SEAL/SIGNATURE/DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 0) HV & dA HV+_BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE J) ONLY WALL FINISH SHA1 L BE LIMITED TO 105 0 psf A S D DESIGN PRESSURE RATING. SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE KING IN UNISON _ 1/4"0 TAPCON OR 4"x8"(Min.)EXISTING !q,.. ._ ... -'-'Ea- -' EO -- 2"MIN.----� J I 1 r TAPCON WITH ADVANCED .L EDGE(IF APPLICABLE) THREAOFORM TECHNOLOGY WOOD BEAM REQUIRED. - - _ _ _- i ;_ W 1 1 2"Min. PENETRATION 1" MACHINE TRUSS SHE TO BE CERTIFIED BY --� - STRUCTURAL ADEQUACY PHILLIPS 1 4'0-20x3 4"5.5. OF EXISTING WOOD BEAM OF SEE SCE THR AR TOEADED ON SHEET 15) `MI°' REGISTERED ENGINEER OR E0 r r y, TRUSSES on NG WOOD IX571NC WOOD HEADER. _ ( WJ 1/4"-20 NUTS ARCHITECT PRIOR TO - EQ z _�^ r RAFTER®24" EO-,-EO-;: G 12"O.C. SHUTTER INSTALLATION. 1 f2" -� _5-i I f2` I --- O.C.REQUIRED rvyi t7\i\i\'�\\\ I I 1' II l✓_y,f (1�f S 1/4 TAPCON OR i • II EXISTING SOFFTToR 1 I TAPCON WITH ADVANCED 3/4"Max.THK. r. l .257' THREADFORM TECHNOLOGY Mox. W/ 1 1/2"Min.PENETRATION % T4x3 4" {-EO G EO Y.. _ ___ 1'z4"x1/B"CONT.ALUM.TUBE (I 1 EO CEO- f z I �{,\ I I I OF THREADED AREA TO S.M.S. I --i`" (6063-T6 ALLOY)W/ ,I I; __OPDONAI. i EXISTING WOOD HEADER. ) ®6.O.C. �)Or OY (S)5/16`0 TAG SCREWS TO {I (SEE SCHEDULE ON SHEET 15 EACH RAFTER OR TRUSS. I[ II I OT or 13 or 15l LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD III �_ la-MA I I MEMBER, (2"Min.NOMINAL EXISTING MIN 2`x4` I L. --0 I I; ! OPEN HOLE AT EACH - WIDTH)W/2`Min. EXISTING-4 HEADER REO'D MIN.SEPARATION TO GLASS I IiXISTING STUD TO ACCEPT PENETRATION OF THREADED GLASS Q,_ it (SEE SCHEDULE ON SHEET 11) I GLASS-I I f 5/16"m LAG SCREW AREA.VALID FOR Il JII ' AT CENTER OF TUBE. I I I II INSTALLATIONS WITH 72pa1 MAX.A.S.O.DESIGN LOAD AND wN.SEPAWDCN I I% ' EXISTINC W 61Y/RAnoN I 111 ,rit 9'-O"MAX.SPAN.THIS 1O ions(SEE I '^ GLASS- To tAw(sF y INSTALLATION IS ONLY VAL10 ( HV WALL HEADER INSTALLATION _�11 EdE m �I II So, M F ON S` T I 1 FOR WOOD W/MIN. SPECIFIC t1H O el.1s R.T1 _TOR (0' 11 FOR�tflAND GRAVITY OF 0.50 AS DOUGLAS N RIE I O SHEET 9 FOR 1)OR ♦ FIR OR SOUTHERN PINE No.2. :SEE2 MO SHEET 4 FOR TYONS PICAL SHUTTER ASSEMBLY OHV CEILING INSTALLATION -- I ' (-- ® OR EQUAL. N ANY WAY TOESWq INSTALIATWN• U IHV CEILING INSTALLATION I,IN strawnw P ,tf JI)OR ♦ I I d I I N 17A4(gF I I B I'- I MIN. MIN. SEPARATION TO GLASS --I � 7 ( I SEPARATION I- ._ EXISTING 11 FOR 6lAW(DAND 4 -{I TO GLASS (SEE SCHEDULE ON SHEET 11) I•i GLASS\ , 9rmh7 I (SE SCHEDULE EXISTING ION SHEET 1 I) CLA55 D I' I� �j 111 y I 4y I ALTERNATE Q ANCHOR Z I I I I I I \8) p EXISTING WALL i T 1 LOCATION 3/6 j swim !9 I OzJ/4' AD GAS' I I III DECK MIN.WOOD FINISH; I Il 1/4' 6 1(7 - J/e'uw. E I DECK REQUIRED b CREWS HEAD o c® 12" (NO FINISH 1�OR 2'x6"MIN.WOOD - I:: _ ALLOWED) oI .. •. - . . J FlNISHUTALLOWE) ... 1 DECK EDGE /2" 1` OF EDGE OF DECK . (�\ j t 19 I EDGE OF DECK - DECK IF IF APPLICABLE o I i, ., EO--Ea- IF APPLICABLE f.O:- _..E 0 _.. - APPLICABLE _ 51\l\\\U\\I I \ 1/A"m-20z3/4"S.S. �-'; - - I ! , 1/4"m TAPCON OR •- T" PHILLIPS TRUSS HEAD --2 uIN - - - - I 1' I,-, Min. - - - - - 1 4"m TAPCON OR TAPCON WITH ADVANCED - II TAPCON WITH ADVANCED MACHINE SCREWS -/-' f 2`MIN. 1 ! 2"xb CONT. THREADFORM TECHNOLOGY Wf 1 1/2' Min. �, THREADFORM TECHNOLOGY WJ 1f4`-20 NUTS SILL PLATE 1/4`m TAPCON OR TAPCON WITH ADVANCED THREADFORM .- -2`MIN. PENETRATION OF THREADED REO�D. "I'` Wf 1 1/2"Mfn.PENETRATION ® 12"O.C. TECHNOLOGY W/ 1 1/2"Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE 1 l OF THREADED AREA TO (AREA TO EXISTING Y400D HEADER. SEE SCHEDULE ON SHEET 15) EXISTING WOOD HEADER. SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE LIMTnTIONIS or USE FOR U HV WALK—OVER INSTALLATION �V HV WALL SILL INSTALLATION BADE 1ON SHEET 19 OW HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, 02020 EASTERN METAL SUPPLY, INC. 02020 TILTEGa,INC. BERTHA HV,. ENS �9''•% I w Accordion Shutter System ® e H.V. BLADE#1 W/OR W/0 FLV.WINDOW DUDE No.441 7 American Shutter Systems T4 ` TILLIT TESTING & ENGINEERING COMPANY yREV.N DESCRIPTION DATE DRAWN BY: MP D56 N.W.38tR 5L,Ste.303,WRCMIA ARDEH6,FLORIDA 331fir Association, Inc. t OLD 17-107 7/2/202 DATE- 7/2/2020 o'•, STATE 0 / Pmm�e:(305)671-1530.Fax 1(105)871-1531 4268 Westroad5 Drive 2 DRAWING No 9 F w = a-mall:tiltaam®aml.c West Palm Beach, FL 33407 3 s,�OF ., CORIo;, �� CA-00067,9 4 20-164 Ccy-� WN_TER A.TILLR Jr.P.E. Al l- ll- ��\`� FLORIDA Uc.N 44167 5 SHEET IIO1 M SEAL/SIGNATURE/DATE 6 17 OF 20 END INSTALLATIONS (f) HV BLADE OR d A WINDOW BLADE INTO 2%4" MIN. WOOD STUDS 211'IIIN.WDOD SIU05 REO'0, 214'WN.W 0 2"x4'MIN. STUDS REO71. 2 wOWD STUDS. 1/1,TAAOON -- - -x4'WIN. (As OFP11CA8tl) \ /I-_i iNCNOR t9 s'D.c. 1 I I\ / (As Av ucmLET XP NETRAnoN IMO v j \\ /! �;. \\ / ALL nNml •p v 1/x•rfiNERunoN I IANISN msTm o1 . �� /.�\ {' - LW4 CIF NO I ; t A 41'r /,�„\ I 6TUD5 a05T. f I I - MISTING GLA55 EX511NG GLSS '{ / \ E%ISIBIG GLASS 1/2-NPL CD% II \ _ YN.StPMA]IW RYWOo _ MN.SEAVWIClI -I/2•MIN.CO% - 10 1aA'iS(SEE YN.LASS(SIX •-- _ YN sF1'IAAfIEN 10 axS(sEE PI.IIYOOD. ,,..'.1:' S#fAIE CN REEF - ._ ro tifSS(SEE 1/2• 1 E9P✓f I" .— — 16 1/16"xJ'Yax�� wAll 1 1CR 9/[E mAN'0 1 r•. _ -___ 9]EDUIE OV 9@FI rLYh900. EH (D W 9EET l9 FTM (6083-16)CONf. - FwrsR I/2"YN.CO% ON STEEL 19 fiR 11 aW 9xc 0— •.T -� r0.CS & yLnV00.� iLi6(1)A® WALL CN 9EEf 1B TDR . 1B fOR aADcsmtrQ 1/2'MIN. AV PIAIE.(LGUIE FZ 9ADFSmA QI -1—__.___—.___ O&® AT a111FR 514 MINI- - --j I _ Ylo.t/2•S.M.S. 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Soclu w S 4' - —'— 4 GLADE 1A ON SHEET 19 �- sT]EDLIE a BEET w SELT to rv+ r_ 11 FTA SIDE MONO' I '16 IN 9aII to 1TAa 1/2 AIN Iv t mmAt�iLu { ,uunrrr r .4D _ - __•'- \l oR�B�w�on IEAmsmAnN i \I I', - C,'S'�. 2'' .�_-__ 1�CR�Cf 1�OR6 I r Q DR 10 -16 4 16.oft)L'R CR �/��y�J_y DoR®0R1�CR(5 VIEW Y -r3-©07-60-�®• `wALI MISI 1'-'YIN.w000 ' wI PLAN mroS REWD. nNaN ®-�Cam©�3• 06 DETAIL X ENQ CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone; ``\�AV�••••�� •:./T 02020 71LTEC0,INC. m 2020 EASTERN METAL SUPPLY, INC. \.\cENq .�9�' BERTHA HVrM No,4416 I L E C® ,N�. A. ,�®A Accordion Shutter System KV. RAM#1 W/CR W/0 H.V.WINDOW MADE American Shutter Systems IM K. DESORIPTION GATE DRAWN BY; M.P .p TILLIT TESTING & ENGINEERING COMPANY �. STATE OF y ��v Zp� B355 N.W.36N.SL,Ste.DOS.VRGNIA GORDENS,FLMM 33161 AssoClatton, Inc. OLD 17-107 /2/202 OATS: 7/2/2020 O�•. F(DRIDp �,�,. Phone:(305)871-1530,Fa%:(305)1171=T531 4268 Westroads 49Mive x DRAWING No \C���` a-IDOR:un.G.o..I.Pm West Palm Beach, FL 33407 3 20—1 64 I/pY"�0Nigi 1�1 A\\A — woFLOROA uc`LN aa16.E. 5 SHEET P.E. SEAL/SIGNATURE/DATE 1 6 180 20 •11•{f 3�15 +1(�m 1�4 • GENERAL,UMfrATVONS AND CONDITIONS OF USE FOR RERn+A 1.MAX.AS.D.DESIGN PRESSURE RATING:+110,- 110 pa.f. lJ - ( I` _ _ 2.MAX. SHUTTER SPAN:96" 3.ALLOWED MOUNTINGS:A.D,G&H ON SHEETS 6,7;AS WELL AS j I I I I MOUNTINGS M.0•T.U&W ON SHEETS 16&17. ONLY CENTERMATES 21 27(BOTH W/ 4 OR 2 ARE ALLOWED WITH�1 x E4 OR 5 2 ARRny�ED IN A S1ETWCAI OR OPPONG TAUT.IN CASE OF OPPOSING 5�®� oUT,p5)MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CENIERMA 106 w 20'- TYP. EA.END • A (,"I (,"1 +, ' 1, J 5.(A)HV WINDOW BLADE 1©SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS \f lJ 11 1/ (3.0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. 44• �I (B)MIN.CLEARANCE FROM HV TOP OR BOTTOM EDGE OF WINDOW BLADE 1� MAX.5 WINDOWS u _ 1J/ OF ANY 3%,HOLE FOR SHALL BE 12'. ALLOWED AT HV m U WINDOW BLADE© I (C)FIRST OR W BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (D)HV WINDOW BLADE fo MUST BE USED ALTERNATE TO n SOUD HV BLADE 1U ' THROUGHOUT SHUTTER'S WIDTH. BLADE 1 ATMERHERIS E OW THEME INSTALLED ADJACENT TO A SOLID HV v 1L1 VV VV (F)POLYCAR13ONATE HV WINDOW®SHALL BE INSTALLED 50 TABS FACE 3 SEE END /nnn THE INTERIOR OF THE OPENING BEING PROTECTED.HV WINDOW MUST BE CONNECTION _ A A • ��5� l'� I ONLY INSTALLED AND LOCKED USING A W SETTING TOOL PROVIDED BY ASSA, DETAILS ON SHEETS I y ! ,V I0 0 INC. 10& 18 TYP ( �35R FULL HEIGHT. I g3^ G.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME 1P1 BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD SEE NOTES .yP '44' �: 1 &2 ABDVE). �� 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED j CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY i I I SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1896: I(SEE PLAN FOR REQUIREMENTS) D H TYP TOP&BOTTOM W Z.aR�oR� I WIND ZONE MINIMUM Cl/SS SEPARATI ON 35 ro —__ UNLIMITED WIDTH- - - - - -- -' 1 THRU 3 1" ELEVATION MN.SEPARATIOO TO a.As 4 —8.28-- --------------- -- O(ISTING cuss= (SEE SC}LFTXIlE ON 9fffT 11 FUR 9ADEm ^_ I _ AND O!1HS SHM7 FOR SLAM(D&�A — ---- L------ - --�i�~ - 21 ~�----------I --------------- 5 ...IA f`� \ I ^ 35 \ �J TYP. s MMTRICAL CENTERMATLS 21 2® �\ �/ (ouTm W/2 0R�2,AND W/O (SEE NOTE 4 ABOVE PLAN i\ sl azz TYPICAL ; HY BLADE WORKING IN UNISON WITH HV WINDOW BLADE JA SHUTTER* --- N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone AAAAAAy11Zf 1 IN IfyJJ,' 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. � �E,,..... <<�r� BERTHA HVTM �•,' ��cEN ��''- Accordion Shutter System No.4437 G'- L ® � c Ia ! ' ■ H.V. ElADE#T W/OR W/O KV. WINDOW BLADE ri * - American Shutter Systems EV.N OESCRIPTLOR OATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY STATE 0 ��� ssociation, Inc. I OLD 17-107 /z/zoz DATE: 7/2/2020 6J63 N.W.]6N.51.,Ste.JOS,MFGINW GARDENS,FLORIDARORIM J]16T � Ph—:(305)871-1530.Fax:(305)871-Iss1 4268 Westroads Drive 2 DRAWING No ' '• F a-mail:tillecooaol.EAm West Palm Beach, FL 33407 3 �t��.��� CA-0006719 ii�h ss/ ..•',�\ i� -- WALTFR A TIWT Jr.P.E. J 20-164 'JJ'"J11��;LLL P�?.A SEAL/SIGNATURE�DATE FLORIDA Lm.p 44167 6 SHEET OF 20 4 Min.I 1/2T.A-853 GRADE 40 Mln• •,VPRIES.' ,I INSTALLATIONS Wf (1) HV BLADE & HV CENTERMATES -12.000"Max'r Min.C-60 GALV.STEEL I; 2<M4x' INTO METAL STUD WALLS * Ao °�'" gT -----—� METAL STUDS AT 16.O.C. of i 436 m'�o. v s o.c. (`� 3a t/4"0 NOMINAL 1/2 4� GENERAL LIMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE O "O I[1, Ilj' 12 FOR BERTHAC)BY BLADE ACCORDION SHUTTER 6063-T5 ALLOY ' 1 3/4^z 6 1/4^z 0.035"THICK Mm.i 43c --43a �l � R 3 ,_ �CT'F'M IN�rALI ATION TO METAL STUD WALLS CONT.GALV.STEEL TRACK CHANNEL.I a r_O.C.. ®6.O.C,nl__.i '1 ASTM A-653 GRADE 40 Min.G-60 I - I SEPARATION TO GLASS SCFIEDULE 3.00O•..--- GALVANIZED FASTENED TO EWSDS I i' 1. MAX, A.S.D. DESIGN PRESSURE RATING: +75, - 75 sf tO Max. -� IN (2)Il l/2"TEK SCREWS ON EXISTING FINISH 3 (P ) INTEPoDR k EXTERIOR FACE I •AS APPLICABLE / I a 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM �t I ASTM E-1996 SEPARATION 43c LENGTH+ 1"- MIN. SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GLASS---1 TO GLASS I I!1 (SEE SCHEDULE) ¢� = 43 !4"0-20X3" BOLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1" MUST PENETRATE 3c 1" �!•'nl r (rvP') WITH 21 ARRANGED A S METRICAL LAYOUT. -- -- I �fyp I I USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/a'z s t7a'x 0.035•THICK Mln., EXISTING FINISH ; INCLUDED AT-MERIOR OR INTERIOR ACCESS SIDE OF CONT.GALV.STEEL TRACK CHANNEL,I 1 AS APPLICABLE i I I I j CENTERMATE. •L ASTM A-653 GRADE 40 Min.G-60 I I I ! �Te GALVANIZED FASTENED 1b SNOS ^—Y W/(IO J&EXTERIOR TER SCREWS ON I •1 43c 43a � j = 1 I o .INTERIOR&E%TERIOR FACE N i'1/4"0-20 THREADS I ,m 6.O.C. ', ' ®6"O.C. L 1 "i M *# BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43 1/4"0 ELCO CONSTRUCTION p' w /2' 38 J2 CENTERMATE 21 APPLICATION WITH BLADE lU PRODUCTS FAB-LOK HD oi --------- 436 6•z 1 1/2•e 0.035"THICK ' l,! VARIESS•.' Min.ASTM A-653 GRADE 40ax,::; ® 6' O.C. COMPONENTS Min.L STUDS GALV.SAT STEEL 1" : -.I MS WALL HEADER/SILL INSTALLATION .EXISTING FINISH AS APPLICABLE SCALE: 3/8"= ," METAL SNDS AT 18 O.C. I/in. (TYP.TOP k BOTTOM) EXISTING —v_—.—_- _ _ - _ _ 13/4"z 6 1/4"x 0.035'THICK Min. �] 'CONT.GALV.65STEEL TRACK CHANNEL, EXISTING CLASS _ _ •ASTM A-653 GRADE 40 Min.G-60 +-- I GALVANIZED FASTENED TO STUDS YMMETRYCAL SYMMETRYCAL r ; W/(2)#6x1/2"TEK SCREWS ON S 43a 436 43c I I '• ; TE T I i MIN.TO cSEPARATION VARIES I I INTERIOR h EXTERIOR FACE CENTERMATES_ WL I CENRMAES W� uss z I. ; (SEE SCHEDULE Ma% ' ' I ) EXTERIOR ACCESS_SIDE'. ; .. ; I INTERIOR_ACCESS_SIDE ; I; 4 ... .. _.-_/-�------- -- -_. -_-----.---------.-) -._---'-- ---- _ IN-_�- /-(_§(6"Min.)6" (YP ----- ------------------------------------- ----IN-l----- -- _--_---_--_-----_ ----_-- I--------- ------------------- --------------- ---------------- _- ------------ ------------ --- --- --------- ---------------------— — — --------------- --_-------_--- -- -, -- - r 21 (2� - t`�' C)i u LOCATED AT 12 HV HEADER/SILL ENDS _- -- - -�u -- - ------ -------- - --- -------- - l----- ----- . --- -- - -= VIE - r 1 (6"Min.) 7 2 J SIDE CONNECTION TO TRACK 3 1/4"(T➢P) _ _ 6 1/2"MAX. SLACK ** - - 6 1/2"(TYP•)- - -1_ .. 7 .. (Cont.) HV.�, - HYg B_!-ADE SLACK DETAIL HVF BVC FLORIDA BUILDING CODE(NOn High Velocity Hurricane Zone- 1NlIII 4}NIp 02020 TILTECO,INC. m 2020 EASTERN METAL SUPPLY,INC. <<i'''% BERTHA HIM TM A Accordion Shutter System No,44 6�s,' 5L E—co ., ■ ■ sp y ■ H.V. BLADE#1 W/OR W/o H.V.WINDOW BLADE American Shutter Systems 1i N DESCRIPTION DATE DRAWN BY: MP TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 •/2/202 DATE: 7/2/2020 -O 6355 N.W.3etn.SL,Ste.305,MRCINIA GARDENS,FLORIDA 3316 STATE F 'l: :305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No F -mail:tilto"0001— West Palm Beach, FL 33407 3 '.��.��;. �ORI P,••�,,1��; cA-000e7,9 20-164 tS '••••,•• •'6'Z WALTE �,'''• Sj TILl1T Jr.P.E 4 ,,, ONA EN�r``� FLO R A.RIDA Lo.If 44167 5 SHEET '�TT11#1111,11RO SEAL/SIGNATURE/DATE 6 20 OF 20 Y