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HomeMy WebLinkAboutNotice of Commencement (2) Florida Building Code Online https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGE. Pita.-..w ` A�M1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us j BCIS Site Mapr'/Links Search FloriCa 2-ma. �6 pProduct Approval�USER:Public User :< 11-i'E�ILEVVE FOR Product Approval Menu>Product or Application Search>Application List>Application Detail � Lak-J)DE[� � Wh'PL�ANCE Application Type Revision E COUNTY Code Version �OC`mac� Approved °.d' Application Status Approved n Comments Archived "'LE CPYU 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 ���E() Quality Assurance Representative AlOV 0. 201 Address/Phone/Email Fe f/t,,Ag 0e fuels CaUarY enr 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_00I COI ASSA BLADEI_.pdf FL389_R10_COI COI_ASSA_BLADEI_�df FL389_R10_COI COI_ASSA_BLADE3.Ddf 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/pr_app_dtl.aspx?param=wGE. Product Approval Method Method 1 Option D I Date Submitted 10/15/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ) -Drwg 20-165 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_R10 II DRWING ASSA_BLADE3.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-3"for 40 psf FL389_R10 AE_PER_ASSA_BLADE3.pdf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 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_RIO II 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 FL389_R10 AE_PER_ASSA_BLADE1.pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f.A.S.D. load for HV blade for Keystone mountings 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)- Drwg 20-163 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389_RIO II DRW_ASSA_BLADEl_2.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. Max. 16'-0"span at 30 p.s.f ASD load FL389_R10_AE_PER_ASSA_BLADEI_Z pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively Badc Next Contact Us::2601 Blair Stone Road,Tallahasgee FL 32399 Phone,850-487-1824 The State of Florida is an AA/EEO employer.SQRy_right 2007-2013 State of Florida ::Privacy Statement::Accessihil'Rv_Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: 2 of 3 1/5/2021,5:00 P1V GENERAL NOTES: I. 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(781 EDIIION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION.SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. VI 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 CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-16 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS AREA 1. HV BLADES Q & 9 BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.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 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HR 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 N.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 MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE O #0214.01-03.00715.01-03.RIOD4.01-05,#1214.01-05.#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 G)AND HV WINDOW BLADE 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 Q#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 I 2 HV BLADED AND FTV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONOTIIONS OF USE INDICATED ON SHEEP 18 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 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 k9i YIELD STRENGTH AND 180 kei 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 ksl AND 35.7 ksi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 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 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kai MIN.YIELD STRENGTH AND 90 kM 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. DR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k9l MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7,SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE tD: 12,13.14.15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 HV BLADE(D&(3 WORKING IN UNISON: 12, 13& 1S INSTALLATION DETAILS S-X, WOOD SHEET 17 0. ET SUPPLY. B H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT A6'779,SB2 COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT B5'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X. WOOD SHEET 18 METAL SUPPLY, INC. 9. ITSHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE AA ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4: HV WINDOW BLADE n ONLY CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING,LABELING TO COMPLY WITH SECTION 1709.92 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM's INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED M. 13. (0)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.1-WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.•PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID 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.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (0) ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFES51ONAL ENGINEER OF RECORD THAT PREPARED Tr. FLORIDA BUILDING CODE P9on High Velocity Hurricane Zone; +If II 02020 TILTECO•INC. 02020 EASTERN METAL SUPPLY.INC. BERTHA HVrM '�?••' \IDEA, y '• �'�'--, Accordion Shutter System \ F ■ ■ ■ ■ RV. RAM#1 w/OR w/o H v.WINDOW BLADE No.44137 _ American Shutter Systems iEv.N. DESCRIPTION DATE DRAWN.BY: M.P .*.: TILLIT TESTING & ENGINEERING COMPANY * 6355 N.W.]61h.Se.Ste.305.VIROM GAMENS,FLMIM MW Association, Inc. 1 OLD 17-107 2/202 DATE: 7/2/2020 o' STATE C F a ?D-rt� Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No 9' -moll:E61aoo®aol.com West Palm Beach, FL 33407 3 -'��.. Ft!O FI I .•yam_ CA-0006719 -- — ,�'�s'•,, .•G�` WALTER A.TILUT Jr.P.E. 4 20-164 NAL j�,'1 EAL/SIGNATURE/DATE FLORIDA Uc.d 44167 5 SHEET 6 OF 20 745 -DIE CAST 3' .745' ED --20 ii �n''ri: �I m-ry-0-p 6—_D�� .II_o m y�ae.4.�7q ,-..I n r-- L0.334 FLAT HEAD HOUSING ENAMEL S.S M.S. WED PANTED 1/4 THREADED DIE CAST HOUSING ENAMEL BAKED PANTED (2 Ty".) EGRESS TURN 2 KNOB. n X, S !_T_A25__ I .31 0 BRASS CYLINDER BRASS CYLINDER • &KEYS(CHROME (CHROME PLATED) PLATED) L p cl� UALIFIED FOR USE W/ HV a 1 & (0 ONLY (�2) HV FLOATING CENTER d I . - HY LOCK HV EGRESS LOCK 6063-T6 ALLO TEMPERQUALIFIED FOR USE W1 HV BLADES"!)& ONLY QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W 5063-T6 ALLOY AND TEMPER 23 B ORN (9 ONLY. BLADE 1 & Y. -1-- O ER IFIED FOR USE V HV BLADE FlONLY _2A74 6063-T6 518' PLASTIC v 12 1: MOLD r 4.04.5 SCREW n L.360-AFTER FINDING BEFORE RwEnNG I ODD' • 1/4' 3 3 S,S, THUM CRE 1/470-20 RIVNUT* _j *SERES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN 2.750.__,__ SHEET NUTSERT,PART III OB20,AS MANUFACTURED BY AVDEL I CHERRY TEXTORN,PARSIPPENY,NEW JERSEY 07054 OR EQUAL 1.822-1 PLAN FRONT ELEVATION 0 BY MALE ' " OCK T CENT91RMATE LOCKER FOR !17 LOCK CENTERMATE QUALIFIED FOR USE W/ W BLADE(!)ONLY 6063-T6 ALLOY AND TEMPER HY FEMALE "T" LOCK 'EE:NTERMATE HV "T' LOCK HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ lIV BLADEOONLY QUALIFIED FOR USE W1 HV BLADEMONLY QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE ONLY. BLADE(D ONLY. 1.917 1,432 c; 0 .2 4' .06 4321 1.Q3 ; 'THUMBTURN I CYLINDER OR .214' FEY CYLINDER .545" io in 7 Cl D .405 25"Mo.. W/ NO LOCKING ROD ® HD W/ 'LOCKING RODa; eQUALIFIED FOR USE W/ HV 13LADE"1)& w 0 r UA QUALIFIED FOR USE W/ HV BLADE'l)&'JAI 6063 T6 6063-T6 ALLOY AND TEMPER HD -CENTERMATE'S INSERT 10-11 5"M;.. QUALIFIED FOR 'ACETAL THUMB 6063-T6 ALLOY D TEMPER SCREM. MR THUM (SEE DErMLS) ZNDER 00 OR Z_=1 I KEY DER 1"j_-97 rM�I_J -ALL.: 2_1:2'"IN USEYWZ &lj� S i.OR 3/8 N HV BLADE( P + 1.78"Mo.- (9 LOCKING RQDZ� QUALIFIED FOR USE W/ HV BLADE 1 1-375-0 1--1/4'0 HD LOCK 6063-T6 ALLOY AND TEMPER GD) (9 HV 3/8"0-16 ACETAL S1 3�0 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. E THUMBSCREWS O�W QUALIFIED FOR USE W/ W BLADEO& @ @INSTALLATION WILL REQUIRE A 7/16 '--DRILLED AT TRACKS FOR PROPER MENT QUALIFIED FOR USE W/ LADE'1) QUALIFIED FOR USE W/ HV BLADE(D FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone� ---------- 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTI Accordion Shutter System No.44 67 z�TL 1 Eco ,,,. \ AwwSwISAM H.V. BLADE#1 W/OR W/O H.V.WINDOW BLADE American Shutter Systems LEY._hq TILLIT TESTING & ENGINEERING COMPANY _ ... DESCRIPTION DATE DRAWN BY: M.P STATE F 8355 N.W.36th.St.St,.305,VIRGINIA GARDENS,FLORIDA 3316� Association, Inc. I OLD 17-107 7/2/2020 DATE. 7/2/2020 'C.' Phone:(305)871-1530.Fo. (305)871-1531 4268 Westrauds Drive 2 40RI DRAWING No ­nhoil:tilt—a.. West Palm Beach, FL 33407 3 ... .... W&TECA-00067 9 20-164 011 R A.TILLIT Ji,P.E. 4 SEAL/SIGNATURE/I)ATE FLORIDA LIc.#44167 3 SHEET a 1 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR lI HV 1, HV 1nA r a/s"o 1 "N c 1"R4,%N 41 40 3� 2"TO T BLAOEI TOP CE .0625" 1Q HV BLADE 1 1 EDGE -_ ,1q, 1675., —__ 19 HV BLADE 1AiNv wlNo°w BLADE 0625` •U675" 0625` II I ® HV LONG RECESSED NYLON BUSHING I �zY n� KNUCKLE i m oPENIN I .o6zs'1-'1875' Y ._ -- ---- - -- --'-- 3 �F (TYP) j\ 0.0625" a a / ' 9 HV SHORT RECESSED NYLON BUSHING (C�( � - �� �3 I! � � ! ®._ O ® ;, in¢ --OF RLAOE..,.1 I it R1.7p50j1'� / , HV NYLON HAT WASHER •. OR w 3-- I -nENION / �•'• 3750" _._. ..._H � o I I FLAT PORTION� I 4 HV WHEEL CARRIAGE AISI 302-303 SERIES / I `� I X //mz.a75o' _J X 0.870"x3/16" THICK NYLON WHEEL.'-' I �j I n_WL.J 2 7/e'MIN.! 0'. • W WINDOWI CLEAR0.188"0 AISI 302 SERIES S.S. RIVETS -I - �, -- -I 'I 315"m m3.001 - SBETWE 10N HV 1 3/4" ACCORDION PIN W/ 8 HEAD * I � 76 0eu C5 N s3/4'2 / / b EXTERIOR Z:--HV 2 3 4" ACCORDION PIN W 8 HEAD * ..I.,. -, _ - a /°/4ENr[Rs - EK�fl� L�Snt>d o OPEN ®4 POLYCARBONATE IMPACT RESISTANT HV WINDOW i )" i �-(--y7 =� '' iBETWEEE"' TYPICAL HV WINDOW BLADE (SA1 AND o. T 1. 1 , roes ! 3 POLYCARBONATE HV WINDOW DETAIL 1nOR NOTE FO or( UEQ R I I j --- O-R - -- I_ I I jE ----T—HVREMENTS) , S WN— DyW SAYER MAKROLON 3103 POLYCARBONATE.__I / I 12'MIN.CL ,CE RESINS, UV-STABILIZED GRADE OR SABIC TO RLADE Bar M INNOVATIVE PLASTIC LEXAN 103 RESIN _EucE',;, (SEE NOTE "F_ON SHEET 19)_ (D Ok — �� way i i (1) HV PIN Q SH.AI.L ALWAYS BE USED AT ALL EXTERIOR ® fI BOTTOM KNUCKLES OF IIV ACCORDION SYSTEM W/ HV 1� OR Nm� I I POLYCARBONATE SOURCES FOR 44 O EXTERIOR APParAsLE RESULT HV I BLADE. TYPICAL SHUTTER ASSEMBLY i PIGY PRDPGR05 sANDUD N.T.S. NV PIN 42 OR/J43 AT t RErERo,tt '"1O°"/wnln (2) HV PIN © MAY BE USED IN LIEU OF (9 AND ONLY AT �: U EXTERIOR , '' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ I IV lO m0.324" .S BLADE'S KNUCKLE. _f eEasreL o (SEE NOTE FOR SPECIFIC CRANrI' a Tlx 0792 0.043 m/m' 0.043 b/id BLADL WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 43 - . .048.._, REQUIREMENTS) TMP Ir^ ® 1 I i IENSM1E nO.D..% TH A51N ONB II I00 P.- (i HV PIN l@9 OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER a m E/�yj I I nexux s*xeucNaT neln s;N OTao lzso0 p.".I. 13,am p.L �) nJ!xuRAL IAOOULUS ASTN 0790 310,000 p.n.l. 345,000 pa.I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, Bo_ - �� Ii I' dPM1 SHEET O NDTcneo Roo nsru Gz56 1e rr-Ip/M n Fr-m/m DEL CARRIAGE DETAIL S— DENSITY hN DM84 ♦7.2 x 6-x MAX N.T.S. ASSEMBLY LAYOUT RATE Or OuRNINC ASTM D"5 0-1 CUSS C-1 CLASS NTy. S LF'C.— ASm ore2D loan•T x50.F ACATUE81tlG: / DIM 7EN9LE STRFIl4TN.1.wIAIERING aSiN 9Jtl 9J02 P.,.i. 5010 F-i. 7; HV BLADE SOLID & 1A HV WINDOW BLADE DETAILS iEN9:E SRE55 BEFO EWER NERINC AS06]B k61-.1 H080 pa.i. N.T.S. FLOMDA BUILDING CODE(Rion High Velocity Hurricone Zone 111 III Q2020 TILTECO,INC. ©2020 EASTERN METAI SUPPLY, INC. BERTHA H Y TM . - � � S � Accordion Shutter System \C En - ��CON c e ■ ■ ■ H v. BLADE#1 w/OR w/o wv. WINDOW MADE . NO.44 g �� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.P * Association, Inc. I OLD 17-107 7/2/202E DATE: 7/2/2020 61u N.W.36Ih.St..St".305,YRCINIA CAROENS,FLORIDA 33- ? �� Phone:(306)H71-1530.Fox: (J05)671-1531 4268 Westroods Drive 2 STATEJP DRAWING No �'• F p-rune: 300.Fox: (3 West Palm Beoch, FL 33407 J 20-164 QAI \' --- WFI.ORIM UtALTER A. LLa 44167P.L 5 SHEET AL./SIGNATURE/DATE 6 4 OF 20 ununll a e c> c 91 W. M N s r u ® *NOTES ON HV LOCKS AND CENTERMATES: '4°°8'3 35�, ��"�•�a'® 1. MANDATORY CONDITION ft ONE HV LOCK®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BE,I�OW J(2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTAUTIONS AT ANY ELEVATION. HV LOCK 1�or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 1 OR CENTERMATES W/(2) 1/4'0-20 z 1/2' LONG FLAT HEAD 5.5. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON O-©- TYPICAL SHUTTER ELEVATION. j 16 a,201 1v I I 2. IF DESIR , FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV t , LOCKS ORY BE USED EDAS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES v --_ OR Q0 SHALL BE AS INDICATED ON NOTE (1)ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. H U-A- 3. OPTIONAL CONDITION J2 NAUD ONLY WHEN MOPAMIRY CONDMIDN #j OR LIMITED MANDATORY CONDMON VV oe-xve_ j V 02 LS USED W/TWO H.V- Lg=o LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY Jm+® -r --Q4 ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 4 OR AN ALTERNATIVE DEVICE �{;;— I I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). v �� J ry 4. MANDATORY CONDITION/2c ONE HV LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 15 or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/40-20 x 1/2" LONG FLAT HEAD S.S.M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. x9c�xv� I MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. I 5.� S I �qFIRST o �5 -�-... 81S 1 a\8=&fe3x OR 22 r ONE ALTERNATE HV LOCK 26 MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT 0 OF 1/4'0-2Dx3/4" S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-200/4'ALUM. RIVNUT 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. ry ?� -I 6. MANDATOR{CONOIIION 13 FOR KEYSTONE MOUNTING INSiALATONSe ONE HV LOCK®or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR L OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. SEE END I I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION (�` fI, '3S' OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON U. rt&�E �I J K L> N p 0 R v W xi A SHEETS 10& 1Y1� HEIG18 HT P. nJLL IIl1'-35' *NOTES ON HV "T" LOCKS AND CENTERMATES: l j OF CORNER . - uNUNITED WIDTH-.__-_ ... . .. .... ... '� _ Q ON 1. CENTERMATE N E ALTERNATE HV"T" LOCK ba MAY BE INSTALLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND Q°a®aR©a O°RO°R 10 +O oR 15rAIJ.AnON AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR DUTSIDE LOCK,ATTACHMENT OF LOCK(1)INCLUDES USING REINFORCING LOCK .AS SHOWN ON SECTION HVG,SHEET 9, WHICH MUST BE 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"Ox 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: 1. HD LOG!(lu W/HD CEHT>;RNATES"Al OR(32 W/"33 . ONE ALTERNATE HD LOCK(D MAYBE USED IN LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LOCKS 24 OR 12$'FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK®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�AS SHOWN ON SECTIONS HDB- AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®5 IS COMPLETELY OPRONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone II Iil 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. �,.��``�� d "w'•,, BERTHA HVTM \GEN, Accordion Shutter System ® I m c. ® e ® H.V. BADE#1 W/OR W/0 FLV.WINDOW BLADE No.441 - American Shutter Systems EV.N. DESCRIPTION DATE DRAWN BY: MP 55 N TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 /�� 6333 N.W.361h.St.,SW.303,MRGIWA GARDENS,MRIDA 3]16( STATE 0 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No i 9'•, a-mall:Wtecomaol.com West Palm Beach, FL 33407 3 '��' F�DRIDI ( CA-0005719 < 005j•., .•fit-'C'�\` WFLTER A TLUT Jr.P.E. �O_ �� ��''�os/CNAL a,,','�EAL/SIGNATURE/DATE RORIOA Uc.�J aa,s7 6 SHEET 5 OF 20 Illlu --CONCRETE ANCHORS POURED CONCRETE POURED- POURED (SEE SCHEDULE ON OR CONCRETE BLOCK, CONCRETE CONCRETE-.. SHEET 13) REQUIRED - 1/4'0-20xJ/4'S.S. REOUIRED REQUIRED _. CONCRETE ANCHORS MACHINE SCREWS CONCRETE ANCHORS kit-- l 17 1 8 OR 5 rE�YSTONE SEE MOUNnxc ON SHEET 7 1 (SEE SCHEDULE ON 'I W/ I/ 120 ` (SEE SCHEDULE ON SHEET 13) �'/ OO � ( ® ) � � �i I SHEET 73) ', NUTS® 12"O.C. 21ORC7 III. I Min. - 1/4"0-20x3/4"S.S. r Min. -E", MACHINE SCREWS i 6F ?f 1E/0zI.i:_•. ')*_N �I�I '�'lt . L _ �E:�Q..L .EO-9• USING 1/4-20 Nurs ® 12" C. E.D. 3x. �) OI RI 1 5 I.250" ------------- Max. J D. zso Max. I OPTIONAL III I I I ��PTIONAL I S I Ilrt gPJAA1lON I•!�� I I , ' TD GIAS(SEE I 1�i raroE®A+m- IIIi I:- -r1 1 OR 1 ♦ I' i i_ MIN. SEPARATION TO GL155 w SND:r I9 Ern III I 1 - EXISTING I... EXISTING n .i I I I( GLASS -i .___(SEE SCHEDULE ON SHEET 11) a�O& { MIN. SEPARATION TO GLASS)_I GIASsG_LI _ EI I.I.11 r(SEE SCHEDULE ON SHEET 11 I EXISTING I 1 I I HV WALL HEADER INSTALLATION c�" O HV WALL HEADER INSTALLATION © HLV WALL HEADER INSTALLATION + KEYSTONE P EXISTI -- _ ..- �I-._... ___-..._. _,._.. .. .-- -I1.. __ .. .__ -- MIN.SEPARATION TO GLASS NN.sTnARA1IDN 'I I I - ♦ i i I i I �- (SEE SCHEDULE ON SHEET 11) - R I -C� I TO MASS(SEE I I( I I _.. 'OR i I I I I __ (11 EXISTING) i-SDIEOIAE w SIGET I 9(' MIN.SEPARATION TO GLASS _ I �'.+ GLASS h IIIIIYIIjIj II Ern SADE me7m - I I� (SEE SCHEDULE ON SHEET 11)-I 1 w SVEET 19 toR Jp e ADLS m A QA I J EXISTING t( �. /-OPTIONAL¢p4 I G..,..,., 1 4s 1 III I I 11 E.3! ' 1 1 I Max. TilFa OPTIONAL i 1 li1�1/4"Max. E. D.• t.1 II E.O.• OR�$ yi EO 1" _ I - =--: (12'IOR 14 -i.J - -_ 1/4.0-20x3/4'S.S. Min. �.' - O O I-Eq-;-EO PHILLIPS TRUSS HEAD I 1/4"0-20x3/4'S.S.PHILLIPS • �; CONCRETE ANCHORS 17 oR 1 8 MACHINE SCREWS USING __. CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS REr 1"_ 1/4"-20 NUTS® 12"O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS® 12"O.C. POD ED CONCRETE. (SEE SCHEDULE ON SHEET 13 I I. -Min, POURED CONCRETE SHEET 13) OR DCRETE BLOCK I;' __ OR CONCRETE BLOCK WALL EQUIREO D S INS O t /,. (SEE SCHEDULE ON REgUIRm U POURED CONCRETE. SHEET 14) (F)HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOIEEOR._COM T10N.9E_SECI1Qh5: INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TY + E. D.- EDGE DISTANCE ASSEMBLY ♦ SEE UMRATIONS OF USE FOR �1 LJ`' 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1A ON SHEET 19 1 • H Y BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' 02020 EASTERN METAL SUPPLY, INC. 02020 TILlECO,INC. BERTHA HV T. 011Y,- "IL Accordion Shutter System No.441 7 �— ' E c ® KV. MADE#1 W/GR W/o KV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: M.P Association, Inc. I OLD 17-107 7/2/202 DATE: 7/2/2020 ' a STATE 0 �2a M5 N.W.35N.SL.St..305,VIRGINIA GARDENS,I10RIDA=W �'.• Phan.:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No xzORID �4� � a-maa�003871Bl.aom West Palm Beach, FL 33407 a 20-1 64 S ......• Cj \, WALTER A.TILLIT Jr.P.E. 0NAL 1�,�``SEAL/SIGNATURE/DATE FLORIDA Lic,#44167 5 SHEET 6 6 OF 20 POURED VI(SE"SCHEDULE SHEET SEPARATION CLASS(SEE "P 0, To I OR TOT EXISTING TI T.C MUIF SHEET 11)) EDGE OF CLASS I'll H.11 OR PUCAIF SO_,. ASLB OLE EXISTING j "jMQ)&i19 0." GLASS- I C) 7 -,Ed L 1 1 1111TI11; A" r ;E - I . 1! " 1I ANCHORrr I LOCATION CLASS #IOX3/4"HEX WASHER HODII OR DOR 1 3/6 TEK SCREWS 0 12"D.C. 8 Le EDGE OF IN ---CONCRETE ANCHORS -SLAB IF (SEE SCHEDULE ON SHEET 13) APPLICABLE EXISTING CDCE OF CLASS--IEDGE OF­j, SLA2 r SLAB APPLICIASLE .N'ANA_ LE 'DC,ot, APPUCA'[F TO am(SEE SLAB IF f APPLICABLE POURED POURED FLAT 14M CONCRETE ANCHORS SCHMAE ON CONCRETE E. D.*_1 CONCH EE (SEE SCHEDULE ON SHEET 14) FOR OF C POURED- RECUR D FT ON S='Ar CONCRETE E REQUIRED FLAT HEAD CONCRETE ANCHORS RATES-I.D-& REQUIRED C. -E.D.— (SEE SCHEDULE ON SHEET 11) I_1) TRENCH INSTALLATION VALID ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION t 0)HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER H V CEILING INST N SCHEDULE #3, SHEET 11 EXISTING .1N:SEPAFW— T CONCRETE ANCHORS CLASS--I 1.— 0 (SEE SCHEDULE ON, (SEE SeNEC SeN, qqq 1/4-0 FIN GUILE wc�W/ ON SHUT't') SHEET 15) SHEET I, I ADVANCED rHREADFORM EXIII IN EXISTING S EXISTING TE01INDLOGY OR 1/4-0 POWERS o GIASS-_ 1/4' GLASS FASTENERS iAPPER+ANCHORS%Y/ I—TO II MAX. 0 3/4 "N.ENSEDMao a G- (SEE E.EE,TLE TT D.C.FOR UP TO V-0,SPAN AND _-ODS6'-CV'UP -,0* ARMY 4'D.C.FOR SPARS LARGER THAN EAL.",AT FASTENER EADCY MAY. , - 11. C EVERY 7, )12" I (TYP.)(SE 0—tt OR SHEET 11. 15 I-.b. #lOx3/4'HEX FOR; dMITATIONS) MAX. WASHER EWAO S E.SEALANT #4.3/4 HEX HEAD 12"O.c. -1."I TEK SCREWS 0 9'D.C. OR 114-0-20 S.S. M.S. CONCRETE S.U.S. 1/4-0-20,3/4'SS MS #14x3/4 '!'R ANC, R U, ON USING 1/4'0-20 NUTS E 0 12'0 C. U VJ/NUT 0 9"O.C. (SEE SCHEDULE ON 0 9'0. C. '0-20 S.S. M.S. ANCHORS 060606 7 1 SHEET 14 1 7, :A . EXISTING NON STRUCTURAL J C17) R(D81/2 2.00-MIN WALL TRIM(DECORATIVE _IDGE OF F.D. SILL) • SLAB IF 7/8--1.1 7/8 PUC J14.3/4'F.H. S.D.S. • MIN, ABLE: POURED CONCRETE 0 9"D.C. CONCRLIE ANCHORS -SEF NOTE 13(b) REQUIRED f SEE NOTE 13(b) POURED CONCRETE (SEE SCHEDULE ON ON SHEET IPOUREO C BETE ON SHEET I-E.D.— OR CONCRETEBLOCK R REQUIRED SHEET 14) OR CONCRETE GTEG BLOCK OPTIONAL POURED REQUIRED CM)KEYSTONE MOUNTING INSTALLATION CK HV S DESIGN PRESSURE: ,I CONCRETE WALL FLOOR INSTALLATION HV WALL WALK-OVER INSTALLATION REQUIRED MAXIIAU.S"IUTTCR SPAIN Ir-O, CJ) HV RAINGUARD-INSTALLATIO /t I B-G-UMMAIKI&DE 5ECIIONS: THIS INSTALLATION SHALL BE ASSEMBLY AL SHU ECIFICATIONS ON EN ET 19 12- MOUNTING 1� 11 - EDGE D STANCE RE OVABLE WHEN PERFORMED 1- 4 FOR TYPIC SHEII 11)� ADM ACENT TO AN OPERABLE EXIT F OSE FOR OR TRANCE INSTALLATION DETAILS WZ (1) BY BLADE IN ANY WA) TO SUIT ANY INSTAI.I ATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,' ,0'�t 02D20 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. BERTHA HVTM • ez:p"" • • 7� 1 L7E C 0 ,N c A.S.S.Awcc BERTHAordion Shutt BLADE System No.441 67 H.V.V BLADE#1 W/OR W/O RV.WINDOW ADE drew 12.0 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems !E\1w Nc DESCRIPTION DATE DRAWN BY: M.P STATE F 6355 N.W.36th.St..Ste.303.�RGINIA GARDENS.FLORIDA 331W Association, Inc. I OLD 17-107 7/2/2020DATE: 7/2/2020 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 %O 'EDRAWING No i OR 1 7.• West Palm Beach, Fl. 33407 3 CA-0006719 WALTER A.TILLIT Jr.P.E. 4 FLORIDA Lie. #44167 5 S FT OF 20 L/SIGNNFURE/DATE 6 SEE END WALL CONNECTION DETAILS ON SHEETS 10 & 18 _ 1 r INSTALLATIONS W/ �1) HV SEE NOTES ON LOCKING RODS LOCKS or® NN EXISTING GLASS — **AND ALTERNATE HV LOCK®ONN s S ® HEEPEr 5. BLADE SLACK DETAIL HVF IS VALID FOR ALL © ® O O O O © BLADE WZ HV CENTERMATES CENTERMATES APPLICATION WITH BLADED Iv, 1 ow o' 6 + 7a+8 c.10 • �" �? 0R ' SEE END WALL CONNECTION _ 10•�5«©f�3 w©.©Bfl ————————— EXISTING CLASS DETAILS ON SHEETS 10 & 18 1. ©fO QOfl©fO �OP .. {�) 00 0000 r,2•.,/6•xo-2 � g . g� 9• 3 ofl 19• 5 3 1/a° 7• s_ 1/2^ _ 7. (6063—T6 ALLOY)ALUM. ~..._--------- T---.. ...--- .._..— CENTE - ------u ; ANGLE W/(2) ,/4'o iAPCON ,/2- �,®.® OPPOSING ! SYMMETRYCAL �I ANCHORS 0 CONCRETE I r CEN ERMATE_S (TOP/BOTTOM)k ,. #10a3//4-S.M.S.0 12- NMATE_S_ MIN TO SEPARATION (4)#100/2•S.M.S.TO TUBE d.C.FULL LENGHT. W HV LOCK Or!2,�'J Wy HV LOGO i AT EACH ANGLE.(TYP)I I I * (SEE SCHEDULE ON SHEET 11) �..IN j , 11 A. f -------- =L----- --- ---- -- - - - - - -- - _ 2° 2• HVB CUT ® � HVC HVA 1 oR 6 • 7 8 aR I O 0" POURED CONCRETE OR © ® O O O O f EXISTING GLAS CONCRETE BLOCK WALL 3ofl1 on REQULPED EXISTING.Of®aRQ«®oR®f�m,� — ————————— 6 oN6 _ _—__---. GLASS A SYMMETRICAL * IN �' 7O'0 O'O7 'Oe°A— �_ MIN. SEPARATION ®•®ofl 19«Q�fl 1 s•�5 LEXISTIN i CENTERMATES ( 1 Q,®ofl�«®,„®.�7 oR ro--s C 5) _J GLASS m 1 * (SEE SCHEDULE I 1 ! W I OPT(INIONAL R) ON SHEET 11) MIN. SEPARATION•, _ w I' -- -----=---------- TO GLASS --_—_— °fl (SEE SCHEDULE �. I N 1 OPTIONAL —__--_--_ 'CONCRETE ON SHEET 11) --_--- (INTERIOR) — _ .-...—._—.---." n<` [OUT] —^ 1 'ANCHORS 0 -- — E _—_—_—- _—_ __.- * �O J" VAdIE 16.O.C. , r / (� 90 ® (�Icsl VARIES `� _ s �+ 6 1 2 MAX.SLACK OUTI � S (EXTERIOR) HVE HVF** HVD J FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, `�\\T2WL�I,�f11 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. �E • ' �/ BERTHA HVTM Accordion Shutter System No.44 6 = 1 L E-co ,... ■ ■ o ■ H.V. RIDE#1 W/OR W/O H.V.WINDOW MADE =�•L * �•7�e TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems iEv.No DESCRIPTION DATE DRAWN BY: M.P AssSTATE F f ��� 0�N.W.361h.St.,Slo.MS.NRGINN GARCIMS,RDRIDA W16 268 West oodon, Inc.riI OLD T7-107 7�2�2D2 DATE: 7�2/2020 o• P �C Phone:(305)B71-1530.Far:(305)871-1531 4268 Westroads Drive 2 DRAWING No 4�,t• �OR1 ` c—mull:till°..V-1— West Palm Beach, FL 33407 3 20-164 WALTER A TILLR Jr,P.E. %ONIAI��E`�``SEAL/SIGNATURE/DATE FLORIDA uc.0 44167 5 SHEET 6 8 OF 20 ALTERNATE INSTALLATION W/HV EFT" LOCK COI MALE/FEMALE "T" LOCKS CENTERMATES �d -,(29 & LOCKERS W/ 11) HV BLADE SEE END CONNECTION DELI c ON SHEM 10 a JA INSTALLATION (1) HV BLADE OUT D. 1� IN ��Exmnc cuss BLADE 0SLACK DETAIL W.INDICATED ON SHEET 8, W/ HD CENTERMATES ®w0-@ O O AS WELL AS UTHIS SAI.HE FLOATING BLADE®OH T HOD TER , 0 6• ]a 8 w 10+ 3 w INDICATED ON THIS SHEET,MAY BE USED WITH TMS ALTER 616•0w IHSTAI I ANON DETAIL HVG SHOWN IN THIS SHEET. DETAILS ON SHEETS 10 & 18 10 (D /T)/ / ( I O-•®°R O'®wl1 •® __________ !...(OPNONAL) I.,—__._--________��* (OPTIONAL) T�211/BlD'-2 NLD'n AAIM. __ ANLLE W 2 14Y TAPCON AHLNORS TD CONa1ER 0DP/BDITDN)A I oc.FULL H�Na r--- Q ;30 HV " ) O PINS ttP. e.eie T /•. PINS ttP.) 3 11�--�,.I1 (1)d10K1/2'SACS.TO NBEI , d1D.3 4•s.us o lY _--4 S .-. .� -i—_1 AT EACH ANGLE.(TR)' I I I * FIN O N.V. I N (4)N v. 1 I OLOCK INSIDE 1 �)_ t ( >_`� •'� . ISEE xaHTnuD I © 3� OUT 31 Oa(32� �I� �3�CR 32 31 aa(3v� 31 OR 32 _* 35 q) *SEE NOTE 8 FOR Hv LOGN 3� 1/4• -2D X 1 1/2" S.S.M.S. -35 (w•noNu 'T'LOCK,ON SHEET 5. * - W/ 7/8"0 X 3/32" WINGNUT, (OPTIONAL)HDB—HVB OUT ) HDC—HVC ©HV "T' LOCK (OUTSIDE) SYMMETR�C tAL HD CE TERMMAIES SXKuMr-ET({BCr.A(.._J{p_CENTERMAIES t SERIES 9444 ALUMINUM HYG* WI—a-�.QCK—(ExT_ERIOR,) (2024-73 ALLOY)LARGE F1.NGE THIN ©w®wO O O O ®w 6. 7^+8 w10• SHEET NUISERT,PART d DEL O ®w©•�®•®w AS MANUFACTURED Y.NEW JERSEY 1Q• 3 0714TEXrO O,PARSIPPENY,NEW JERSEY O O ©wO O ®w 07054 OR EQUAL 6 •7 6 •] '1\ (D *SEE HOf6 ON LOCKING RJDS®h NO(a VX16 ON SHEET 5 --0) **UNNERS FLOAT—11L1.DE0 DETIA HOD-HVO IS _D FOR ALL fEMF101ATE3 APPUCA11GN5 WRIT BVOE Q - —Z_ HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone' 11t 111 y,,� CD2020 TILTECO.INC. ©2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Q\ �CENS J9 A Accordion Shutter System /77LFE7C70 7N., A.S.S .■ ■ I{V BLADE#1 W/OR W/O KK WNDW BLADE No.44117 _ American Shutter Systems • ,� TILUT TESTING & ENGINEERING COMPANY y EV.N DESCRIPTION DATE DRAWN BY: M.P *'• ��'��'� 9355 N.W.3&h.SL,Ste.305.VRGINIA GARDENS.FLORIDA 3315 Association, Inc. , OLD 17-107 7/2/20z DATE: ]/2/20z0 i o'•• STATE L Phone:(305)871-1530.FOK:(3D5)871-1531 4268 Westroads Drive 2 DRAWING No '�OF10R4 �� a-mG9:tlRecDODGI.— West Palm Beach, I'L 33407 3 .. GA-00087T9 , 20-164 WALTM A.TILLR Jr.P.E. ONA 1��?`SEAL/SIGNATURE/DATE FLORIDA Lie. 44167 s SHEET 6 9 OF 20 - i --POURED CONCRETE OR POURED CONCRETE _ POURED CONCRETE POURED CONCRETE - -- - CONCRETE BLOCK WALL �'� OR CONCRETE - - BLOCK WALL REQUIRED - -._ _ CONCRETE C RETE OR CONCRETE �-OR R I � REQUIRED BLOCK WALL REQUIRED �. ED - BLOCK WALL REQUIRED j �EXISTING GLASS f , EXISTING GLASS .L , , CONCRETE ANCI{OR EXISTING GLASS -T-- 2'MIN. f- /E%ISTING GLASS 2•'MIN,.^ � I a 16"D.O. 'l � I r MIN.SEPARATION TO GLASS(SEEMR MIN.SEPARATION I T I I EOIL. SCHEDULE ON SHEET �. AMON Ii_i EQ TO Gym((SEPARATION � 111 FOR BLADE(E)AND QASS(SEE I � I��� '7p SS(SEE JA SCHEDULE ON SHEET 1/16"x3'MAX.- ON SHEET 19 FOR SO4EDULE ON SHEET ;Ij' SCHEDULE CN SHEET 11 FOR BLADE 1OAND (6063-T6)CONT. BLADES Qk Q� - 11 FOR BLADE OAND _ FOR BLADE(DAND (LO .__- 1 ON SHEET 19 FOR ALUM. CLOSER 1/2" ON SHEET 19 FOR BADES mk ,__�__ SHFEf 19 FAREIT Q91 PLATE. (LOCATE 1/2.1. -I ` m&� T1 BLADES m&®aF I AT EITHER S@) MIN.L- ------ 1 �_I__._�________...-"-"—_J OF 4 I I U 1 4 USE 1.OR 2"MA%. I.— �10x1/2'S.M.S. _ i ___ —__ APPUCABLE)x2"xI/a"x0•-2"010 ® 16'O.C. ..t L A UMINUM CLIP ANGLE I,r ____—__ .. -�. '- 4 '` (6 63-T6 ALLOY)AT MIDHEIGHT �`• ___"' ,Aa__.___, 4 _I•\ ___� (1) #IOx1/2'S.M.S.TO®& r� O O \ WAL 4 T 1. S ANCHORS TO I .. _ `7<`-i.'A WAL AT 1'D.C.O.C. (LOCATE AT SEE DETAIL X ION j - O OR � I � SIDE CONNECTION O OR � .,�— E R SIDE OF®) O OR ® SEE DETAIL X FOR d OR ®�P 70 TRACKS .._r. SIDE CONNECTION _ ®w©•O7 w®w�0.®w SEE DETAIL%FOR' 4 7Ow10•®w TO TRACKS 6, SIDE CONNECTION O �•®O1 104®w©•Ow0.0_ TO TRACKS 10•®a©.®w©.®w -�®© Q ©®w ©•07 •©w©•70•®w ©•70.®w©.70.®w ©•07 •©w©•07 •®w _/ ©'07 '®w©'70'®w ®•®w0•®w®•© e a O•®w®•®w0.Ow0.0 ®•®w®"®w0•®w0.0 �AD CONNECTION DETAIL�3 END CONNE®ION D® E D CO 10 END CO NNECTION DETAIL 20 - POURED CONCRETE AL + tlIRE _ D LY FCR SPANS GREATER THANSCONCRETE BLOCK WALL EXISTING�� REQUIRED GLASSN.SEPARATION .M.5,O.C. ' MIN.SEPARATON 1 —___—_-� __________ SC LE ( 70 GLASS(SEE ' .___ ©OR®OR OR 11 BIPDEQAND1/2"MIN. SCHEDULE ONS __ _______ON EEf 1d9(FUR 11 FDH BLADE mAN _i.-_— _ ,.r- OR I S OR 1 ORO :' OFl SHEEP 19 mR ANCHOR j ,EO 1 I S BLADES mhG __.�.-- OR(p O 18' t�2��MIN._.._._—ID.C. ._.r ..- .. 2" MIN. EO' I©OR®OIR OR —_ 2-MIN. . I ♦ SEE LIMITATIONS OF USE FOR _7__5 �' / BLADE lA ON SHEET 19 1 OR OR VI Y 1 ( 10 OR ®' ay DETAIL X POURED CONCRETE OR ..._O-QR- �- w,®w,O.OwOw10•®w -_-__�....____ ___.__ .� ppw®^'©•O7 w BOw�•®w O ®�© �^®©w END INSTALLATION CONCRETE BLOCK WALL 10• REQUIRED 10'®w'©•�©•®w .-. ©•O•©w©•O•®w �? HV BLADE OR 16) HV WINDOW BLADE INTO ®•®w©•®wp.®w ®'®w0'®°�'©' CONCRETE OR CONCRETE BLOCK WALL. E D L END CONNECTION DETAIL© O ®w® ®q®.® FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 111 ITT TI/ ozozo nLTEco,INC. 0 2020 EASTERN METAL SUPPLY, INC. `\`�1`���• :f(�fky���' P� • T�, BERTHA HVTM Accordion Shutter System No.44 6i�C3--_ ■ ■ ■ ■ H.V. MADE#1 W/OR W/o H.V.WNDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ICY.N DESCRIPTION DATE DRAWN BY: M.P = ,a STATE F ��N.w.3e e.st..Ste.3os,vceDww cu Dv s,RORIDA J]76. Association. Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 •• Phone:(3D5)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No 0,�;•, F�0RI A•.\'<.�� _M11:Nltec0000l— West Palm Beach, FL 33407 s �� CA-OD05718 �sSfONLAI V SEAL/SIGNATURE/DATE WFL FLORIDA uc.#44167E s SHEET 64 6 10 OF 20 • s_CLED_VLE-p1_ 5-(;AE-WE—i2 SCHEDULE d{3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" (ft.). FOR INSTALLATIONS W/ INSTALLATION LEGEND LLOIES- CENTERMATES. ® & ® or or OR "L-" (ft.) FOR R aL-" (ft.) INSTALLATIONS -. W/ ONE H.V. LOCK or or pr INSTALLATIONS W/ W/ R CONCRETE & WOOD (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN ® © CENTERMATES. �T: & & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK��• or® or® OR W/ NO LOCKING WALL A. B, C, D E. M, N. 0, P, Q. A,S.D.MAX. ALLOPRESSU E RATING.A GIVEN NEGATIVE CENTERMATES ®&®W/ ONE HV 'T" W/ NO LOCKING RODS ® RODS MOUNTING F. K & L R, 5, &V. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES t.t) BOTTOM (SEE NOTES t,tY (VALID FOR MOUNTING 11 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR /� SHEET 7) FLOOR/CEILING ©H. I, 11,0 T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING NAIADES MXRMUM MAXIANu 0.5.D.DCSIGN AS.D.DESIGN 5T D r AS.D.DESIGN INSTALIA 0 S & GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, PRESSURE WALL MOUNTING FLOOR/CEILING. PRESSURE WALL MOUNTING PRESSURE DETERMINE MAXIMUM SPAN "L+"FROM SCHEDULE. RAc MOUNTING RANG & annac FLOOR/cENNc MOUNTWC GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (v.>•fd (v•o.E) FLOOR/CEIUNG MOUNTING (p..fj OR DETERMINE MAXIMUM SPAN "L-"FROM SCHEDULE. (t OR-7 ... .. _ _ ( OR ) _ _ (�as-) FLOOR/WALL MOUNIINC L+ (ft) rL (R) L+ (R) L-(ft)- L+ 1R) L (6) L+ (ft) l (a) 0 MAXIMUM SHUTTER SPAN "L+"OR "L FOR 30 OR LESS I6 0" 16 0 I6' 0' 16' O' 30 16 0 16 0 30 16'-0 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE "---- -- - ---------- 105 psf. AS.D. DESIGN PRESSURE RATING. MINIMUMDETERMINED SPAN BETWEEN "L+"AND "L-". 35 to_10'_ 1a-1o" 15'-2° i6'-0" -_- 35 _7gt1p•_-__,14-10" 35 15'-2 ts'-Io" 40 13'-IC 1S-10" 14'-2" 15'-2" 40 13'-10° 13'-1 a" a0 14'-2" 15,-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _.._ ..... .... _._"_.. _.. COMBINATIONS IN BETWEEN WALL MOUNTINGS 45 13'-1' 13'-1" 45 13'-4" 14'-3' t HV CORNER CENTERMATE #3 MAY BE USED AT ALL ...__.-_.__.. .._..._....___ ._ 1__._ _....______ .,-_-.__. W/ FLOOR/CEILING MOUNTINGS: 50 12--5' 12'-5" 12'-B" 13'-7" 50 _ 12'-5" _1_2'-5' _ 50 _ 12'-_3"_ 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 55 11'-10- 11'-10" 12'-1° 12'-11" 55 11'-10" 11'_10" 55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION (f2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE _. ......._ - a" t 1'-4" t I-7° -t 2'-4' 60 11-4" -- 11-4'_� 60 10'-2 10-11" __. DETERMINE: 65 10'-10' 10'-10" 11'-1' 11'-11" 65 10 10 _ 10 1p 65 9•-5 10'-1° L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. -_ 70 10-6 10-6" 10-9 11'-5" 70 10 6 10-6' 70 B-9 _9-4" _ L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10 1° 10'-1" 10 a 11'-1" 75 10'-1" 10'-1' 75 - B'-9' ttEXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9'-10" 9'-10' 10'-0" 10'-9' ____so___ 9'-_I_0° _ 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'-9" 10'-5" 65 9'-6"- 9'-6"_ INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9 3 9 J - 9 5 10' 1 90 -__._ 93 - 9 3" DETERMINE: SHALL BE LIMITED AS FOLLOWS: 95 9 0 8-9 9 2 9-10 95 9 0 8 9 - CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. �-- l- --- LIMITED i0 +64,-72 100 B 9 8'-4" 9 O 9'-7" 1p0 g g g q � p.c.f. AND 8-0 SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING - ----- ._ .. MOUNTING MOON SHEET 7. INSTALLATIONS. 105 0'-7" 7'-11" 8'-g" 9'-4" 105 - W-7" - 7'-11 _.._-__.. _ _._.- __._.10 _ -_- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 110 8'-4° T-7" 8'-7" 9'-2' 110 B'-4" ._._-T-Y 115 8'-2° 7'-3' 8'-4' d'-IT" 115 1'-2" 7'-3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L1+°,"L2+", "Lt AND "Lz-` _120 _8'-0" 6'-11" 8'-Y B'-9" 120 _ 8'-0' 6'-11' _ (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7 10" 6 8 _ B 0 1 8-5' 125 7 10" _ 6 g"_ ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7 8 6 5 7 10 e-, ;30 7-8 6 s - MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7 7 6 2 __7 9 7._9 _._ 135 - -7 .7 __ 6 2__ WIND ZONE SPACING. ._. 140--,--_7 5" .y5-11"._7 7" 7'-8"- -- 140----.-7 5.•. ...5 ;i•._.. ASTM E-1996 SEPARATION 145 . -7-3..- ..5,_g; 7'-8• --7,_�a-.. _--145._-.__..7'_3" 5•_9=._. TO GLASS 150 7'-2" 5'-7' 7'-4 7'-0° 1 SO 7'-2" _..___._-. ._-..._.._.___.__, ___-._...._ .._....... _.._.___..,__..__...__......__ 155 7'-0" 5'-5" 7'-2" 6'-9"_ 155 7'-a" s'-s" 1 THRU 3 1" --- ,. - --- - -- - 160 6'-11' 5'-2' T-1 6'-7" 160 __ _ 6'-11° - _ 5•--2•__ 165 b'-10" 5'-1" 7'-0" 6'-4" 165 6'-10" 5'-1" 170 6'-9' 4'-11' 6'-11' 6'-2" 170 6'-9" 4'-11' _.. 175 8 7 4 9 6 9 6'-0 175 6 7" 4'-9" 180 6 6 4 e 6 B p. 5'-10 ,80 6 6 4'-8" C1. H V BLADE -6 ..6 7 5'-B - _ -185 .. 6 5' .. .4•-6" 190 6'-4" 4'-5" 6'-6" 5'-6" 190 6'-4" 4'-5° __-__ 195 fi'-3" 4'-3' 6'-5" 5'-5" 195 6'-3" 4'-3` 200 a'-2" 4'-2" 6'-4" 5'-J" 200 6'-2" 4'-2" 205 6'-1" 4'-1' 6'-3` -1' 205 6'-1' 4'-1" FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, C2020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY,INC. BERTHA HVTM r Accordion Shutter System L E�P ® �N c. ® ® . 1Ia H.V. BLADE#1 W/OR W/0 FLV. WINDOW BLADE N0.4 41 American Shutter Systems qEv.H. DESCRIPTION DATE DRAWN BY:MCGV.LC. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 17-107 /2 2D2 DATE: 7/2/2020 6355 N.W.]TIN.St..file.daa,VIR4INp GARDENS, ORIOA FL 11 16( 4268 Westds Drive "d•• STA `OF C;• Phan (305)71-1530.Fox:(305)671-1531 roa ve 2 DRAWING No a-mail:tiltecoccol.com West Palm Beach; FL 33407 3 2�-164 �N .FAO RDA (LCALT CA-0006719 4 s•.•• •��` WFLORIDA Lie.b'44167E 5 SHEET '�a„/�N ;E,EE�1/SIGNATURE/DATE s 1 OF 20 MAXIMUM ANCHOR* A,S.D. D cl NN -A P SUR A A� c(uF11n F Fog a r A 1 Awv cHrrrFR CnAAIl CORRESPONDING MOUNTING TYPE FOR CONCRBLOCK lNgaQ E�'F OR ON R ANCHORS SPADING LEGLTID " POURED CONCRETE SEE MOUNTINGS A B.C,D AND HEET 6 RED CON CONCRETE M= TAPCON OR SPAN WALL HEADER OUNTING (A)WALL HEAOER4MOUNNNG ®WALL HEADER MOUNTING D WALL SyLL N�OUNTING (D�WALL W��1/�OUNTING �8:(FJ WALL HEADER/SILL TAPCON WITH ADVANCED 4411 MOUNTING THREADFORM TECHNOLOGY (n) ASA DLSC.f1 NEGATIVE PRESSURE RATING(m(ASD.DESIf91 MrATIVE PRESSURE RA NC(Fu1 A D.DE9CN NFfd1IVE Pf 697�RAIwC(Pef A5.0.OES16T1 NEGA PRL35 RE R\IU G 1 AS D.DESIGN NLL4INE PRESS Gff RAT91G A£0.DES CH NEM NE TANG PE RAW X -- -___ _...__ __. E 11 - -__. .. _. _. ALL POINTS JO b 60 75 190 120 160 20.5 30 40 60 751 90 1Z0 160 205 30 40 80 75 90 120 180I205 JO 40 60 75 9D 120 160 205 30 40 fi0 7S 90 120 160 205 30 40 80 i 75 90 120 160 205 -' ---' 14 12 10 9 e B e 8 14 12 10 9 B 8 8 8 14 12 10 9 8 B_ 6 6 14 12 10 9 JA B B 14 12 10 B B 8 B 55 e e B B_ 8 8 7 S51 . _._.3•-0' 14 12 10 9 B B 6 6'14 112 10 B B B_ 6 8 14 12 10 B8 8 6 e 14 12 10 9 9 '9 e 6 14 ,2 10 9 B e fi 8B 8 0 e '0 e 0 BTAPPER+ OR 11351412 i0 9 B 9 6 914 12tU _B B B 6 8 14 12 10 9 B B -'6 B 14 12-_70'9 B '9 �8 3 14 12 10 B B B 69 p 5 E 6 8 0 063 14 12 10 9 8 8 e 6 14 12 '1D BB B e 6 14 12 10 9 8 B B 6 14 12 10 9 B B 6 - 14 12 10 9 B B 6 6 B 8 8 B B B e 7 14 12 �O9 e e 6 4 14 12 10 9 B B 6 6 14 12 10 9 8 8 B 6 1{ 12 10 9 B 7 B 8 7 55 B B 8 B B 7 5.5 4 6 4 14 12 10 9 8 B 8 6 14 12 10 9 B 8 6 6 14 12 1D B B 8 55 14 12109 8 B .14 12 B 8 45 - 14 12 10B4 /4 12 10 9 B e 6 6 144 12 10 B B B 8 B B B B 8 B 85 S 14 12 9 e B 4 14 12 10 9 B B 8 8' 14 17. i0 9 0� 8 8B 1{ 12f0 88 - 06 9l 8 B B a B 7 3.5 14 12 8 B {5 14 12 10 9 8' B B 3.5 14 12 10 9 B B_ 5 B 11 12 10 9 78 - i{ 12 10 9 76 5.5 - B 6 8B 75 5.5 4 y5�-0 12 B_ B 45 14 12 10 9 8B 6 3.5 14� 12 10 9 _B 8_ 6 _8 14 12 10 B 7 14 12 10 B 8 B 6 - 6 B B 8 B B 8 8 * SEE ANCHOR 4. 12 10 9 B SS 14 12 10 9 B B 4b 14 12 10 9 B 8 6 5 14 12 10 9 B _3 14 1Z 10 9 B 7 - 6 g 8 B t! 5 '4 1{ 12 10 B a- 8 4 = I4 12 10 a 8 a' 6 35 14 12 i0 9 B a 8 8`14- 12 i0 J 8 = I4 12 10 �9 8 7S - B 8 B a -B 7S 5-5-Y ON SHEET SPECIFICATIONS13 14 12 ,0 9 6 SS } - 14 12 10 9 8 B 4S 14 12 10 9 e B 6 6 14 12 B.5 5 4 - 14 ,2 9.6 75 E5 35 - ( B 8 8 7b 6.5 45 35 - 6•-0" 14 12 i0 9 8 53 14 12 10 B B 8 4b I4 12 10 9 -0' B 6 fi 14 12 16 B 8 4 14 12 10 9 B 8 4 I- B _B B B B B B 7.5.`_ _.� _ A. fI __ 14 12 10 9 8 J - 14 12 10 9 B B 14 12 rr10 9 B_ B 5.5 ]5 14_ 12 70 9 45 14 1Y 10 9 75 4 - - 6 8 B 6 7a 55 4 3 ..____ "i'__. ..._. '__.-:7. _. 14 12' 10 9 0 '5 - 14 12 f0 a 8� B 4 - 14 12 10 9 8 0 6 6.5 14 12 10 9 5 - - 14 12 10 B 8 4.5 - - B B 8 e B' 6 4.5 14 12 1_10 9 8 4 - - 14 12 10 9 �_LJ�A 3 14 12 1-10 9 B 8 8 - 14 12 fiS - - - 14 12 B 85 55 _ 8 8 8 6.5 SS 43 7,-0" 4 12 to 9 e' 4 - 14 12 10- 9 8 6b J 14 12 f0 9' E -6 B 14 12 e - - 1t 12 10 9 e 7 - 8' B e B �8 8 75 6 14 12 10 B 4.5 - - 14 12 f0 I9 B 4 - 14 12 10 9 1 B 7 4 14 12 15 - - - 14 12 10 '8 B5 - -_ 8 B if B _B65 S 3.514 12 16 B7514 10 B 8 O - 14 12 10 9 I B e 6 - 14 12 - 14 12 10 85 7 - B B e B 7 5 4 14 12 10 B II55 J - 14 12 10 i.9 8 4b _ - 14 12 10 9_ B B L_ i4 11_ 7 i 14 11 7 55 35 - 8 8 7 5.5_45 JS _ 1{ 12 10 9 14 12 10 9 B 45 - 14 12[10 B_ B 8 = 14 12 '10 7 4 _ _ _14 12 10 8 i S B E�B B_ B __ 7 -4__14 12 10 S5 3 - - 14 12 101 8 B 14 12 1D B B 3b - - 14 12 8.5 3 14 12 ..5 7 4 _ _ 8 8 8 7 65 4 3 #SEE LIMITATIONS OF USE FOR - .._. .__ .._ 1 - 14 f2 10 14 121to 9 '8 4 = - 14 1211 8 8 - - 14 12 9.5 -- - - - -' 14 12 9.5 7.5 45 - 8 8 8 7.5 8'4.5 BLADE(9 ON SHEET 19 - 14 12 1.10 6.5 4.5 - - - 14 12 10 9 7.5 - 14 12 10 11 8 13 B-6 4Ms - - - - 13 9.5 6.5 S - - - - B e 8.5 5 4 3 9,_0• 14 12 la 6.5 4 14 12 10 9 17b - 14 i2 10 9 8 - - - 14 12 10 - - - - 14 12 10 9 5b - - - B 8 B B 8 65 6 3 14 12 8.5 4 - - I- - 14 12 10 9 45 ` - 11 12 10 9 7.5 - - 14 11.5 4.5 - - -- i4 11b 7.S..8_. - '8 -8 "7.5 B -3- 4--- ..___ _ _14121064 - I- - 141210E 7 - - - 141210BB - - - 1412 a '-- i4 "129�8.5 - - -_I 8B89.55.5 -4I - 14 12 9.5 5 35 __14 12 10 B_55 - 11 12 10 I B 15 d5 - - 1,5 BS 55 - I B B 55 45_SS TO•-0 11 72 9.5 5 JS -� � 14 12 10 I P 55 14 i2 I0 9_,..8 1 i 14 12 7 { i4 12 10 75 11 8 -8 8 8 8 75 45 _- 14 12 5.B ] -_I - i4 72 f0 1 fi !3 - 14 12 10 9 l_8 I, I 14 10.5 3 t - 14 105 7 '3S - -,, 45 y . .. _. III - -_'--_ - -_ - #- I- __ - _.+ B 8 7 5a 9 14 12 B 4b 3 .. - - I- - 14 12 l0 9 3 - - - l4 12 10 -9 B , 1-�- 14 11 - 14 11 7.5 - - - - - a B 7.5 6 - 14 12 7 - - 1t 12 10{- _ 14 12 f0 - Nu B - - - -__ OS B S 8 5 4 }5 - - 14 12 7 - - 14 12 f0 1- - 14 12 10 - 12 5 - - - - - 14 72'10 - _ t 14 12 4 I 14 12 f0 - - 14 12 10 - - I - 95 _- - - - 2S�B5 6 - - B 6 5 4 31 _ I(1412 6.5 - - - - - 14 12 10 - - - - 14 12 10 - - - - - I0 - - - - - - 14 10 7' --- -I- --- 7 I KS A - U 12 5.5 - ff 14 12 10 - 14 I2 10 - - 95 7 - - 9_S 7 3b - - B _7 65 yS J 12•-D 14 12 a.5 - 1 14 12 10 14 12 1D - I - f4 12 _ - 14 12 f0 - - 8 B BBB 6 3 14 12 J - 14112 B �- II 144 14 12 10- - - ITS B5 e - I13 85 4 5.5 dS_{ ' 11 12 5 - 14 12 ,0 .I.-i 14 12110 - _I - i3B 9S 4b - - 08 8 5-i 4 I 12 5 9 5 - A '///•T``` ' A ,4 112 - I ,{172. - _ _ 14. 12. _ 9 .51_-_I _ g 65 - - B B5 451 J.5 3 - (1] HV BLADE OR (1) HV BLADE T3•-0 14 12_- I_- _ _ _ _ t4 12 - -_I _ _ _ _ _ __ _ _ _ _ _ _ _ ..-,-._� 14 12 1-j-.. - _ 1 12 i _ Lt 72 - - - - B 8 8 B . 144 - 14 10 - - - 14 12 -12I - - 105 55 _i _i- 1. OS B - - p -B 5 b�Sb _ 14..1Y - _ _ _ _ _ 14 12 - -- ._- _ = II 4.5 - W/ (1� HV WINDOW BLADE 14 12 4 12 - _ _ 14 12 84 _g. 4 14'-0" -.. -. - - _ 11 12 - _ -_� _ 14 _12 - .. - 101 4 - 10 _7S _ _ 8 .75.5 4 J _ WORKING IN UNISON 14 11S - - - - - - 14 12 - - - 14 12 - - - - - - 0.5 4 -I- - - - 10.5 B I_ -i- B B 5 4 14 - I_ _ _ _ _ 14 _ I_ _ _ _ _ _114 _ _ _ _ _ _ _ 7y _ _ _ _ _ _ _ _._ _ _7S I - - _ 74 5.5 J.5 3 - 14 15'-0" 14. - `.. 14 F I I.,-. B B B 78 7 7 JS 14 _ _ _ 1_ _ 14 - - 1- _ _ _ _ _ _ _ _ 7 85 - 14 I- 1-1 14 - 1 _ 14 _ _ _ 7 - - _ I _ 7 _ _ 7..54 35 45 3 - 16'-0" 14_ I-_�- L 14 - .�_ to _I `_ _ 1e _ - = B B B 175_e i 3 - to I .._I- - - - - i4 - - •- I- �- - - - - - - - - - - -j51 --- - FlORIDA BUILDING CODE(Hon High Velocity Hurricane Zone' � 02020 TILTECO•INC. 02020 EASTERN MErAL SUPPLY, INC. EN �� BERTHA HVTM S �,�� Accordion Shutter System No.441 N.V. MADE#1 W/CR W/O KV. WINDOW BADE z. American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 17-107 2/202 DATE: 7/2/2020 o'• STATE 6355 N.W.381N.St..St..305,VIRGINIA G RDENS.FLORIDA 33W PlwOe:(305)871-I530.F.N:(305)871-1531 4268 Westroads Drive z At0RIC \����� a- .il,wte.omad.�om West Palm Beach, FL 33407 3 DRAWING No %. F'••••...... ,'� t CA-0006719 , 20-164 1j Ea``SEAL/SIGNATURE/DATE WFFLORRIIDA u.�44167E 5 SHEET fi 12 OF 20 AS D DESIGN NEGATIVE PRESSURE RUNG AND A CORRESPONDING MDUNDN FOR CONCRETE OR ETF - uti 1 unn c SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E.G.&H ON SHEETS B&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CMICRETF/CONCRETE HDOf POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.rc-3 kai) MAXIMUM E@WALL SILL MOUNTING ©CEILING MOUNTING QH EA FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THRDFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.f'c 3 Rai) SPAN - 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min. f c-3 k i) (it) -=DESIGN NIEVIVE PREMI(E RATING poi A60.01_.N NEG06E PR6511f z RRMO S0.DM NFG_U_NE PRESSURE RAIMG(pd) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f c-2 Nsi) 30 90 60 75 BD 120 160 205 30 40 60 75 eo 120 160 205 30 40 60 75 90 120 160 205 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 14 12 t0 B e fl-G-55 to 12 10 9 e 8 6 8 14 12 70 9 8 B 6 6 OTTER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WfTH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC.(Min.f'c 3 kaij 3•-0Id 12 10 9 B e 8 14 12 10 9 0 B-_' 6 e 14 12 10 9-'B ff--5- fi -OR L65 14 12 10 B 8 6 B 14 12 10 B 8 8 8 8 1412 10 9 B e 6 6 ALL POINTS SOLID-SETNOTES: 141z'10 9 e 8 7 14 12 Y0 B- E E6 a 14 12 10 B e e 6 8 BLUE TAP W/CAP A1) MINIMUM EMBEINEEM INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7__55_3.5 14__72_ IO B__B 8 6 8_ ". _12 70_ 9 _8 B _6_ 5 TAPPER+ ANCHORS IS 1 3/4".AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4._p. 14 12 tD 9' -e Ii 6 6-11` i2 1a a 8 -B 6_ a 14' f2 10s.5 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SMALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT 14 12 io 9 8 .8 6 4 I4 12 tD 9 e e 6 4S 14 12 10 9 0 6 4 3S 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 B 8 8 6 48 14 12 10 B 8 'B 8 5.5 14 12 10 �9- 8 'B B 4S 1'MINIMUM FOR WAILS WITH NO S1UCC0, 14 12 10 e 7 5 5S 35 14 12 10 �4- 8 B 6 5 14 12 10 9 8 7 5.5 { 4 SEE uMJ[A1gN5 OF USE FOR 5•-0 14 12 10 9 B" B 6 6 14 12 10 8 e 6 li.5 14 12 109 e B b 4SS B1ADE oN SHEET t9 A.3)IN CASE THAT PRECAST STONE,PRECASr CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, __1412 10 9 e.. 7- 4 'i1 12 10 B 6.3 s 3.5 14__1 _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 1 9 9 75 i.5 = 14 12 10 8 0 6 4.5 1q S2- to 9 8 e T.5 3.75 NOTES A1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 9.5 7.5 sb 4.5 14 12 10 9 8 75 55 4 14 12 10 9 -B 6 4.5 3_5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 8 B 6 14 12 10,.8 B-.,g - _ ____.. B•_p _ 8 5 14 12 10 9 8 e 5 5 S5_ 14 12 10 9 7S 55 J - 14 12 10 &5 7 5.5 4 3 1K 12 8 6.5 5S 4 J _- (e) TO EXISTING CONCRETE BLOCK:(ASTM C-BO) to 11i f0 9 8 6 14 12-10 9 e 0.5 5 3.75114 12 10 8.5 B S "4 - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY L7.W.SUILDEX. 14 12 8 85 55 3 - - 14 12 10 B_ 8 0.5 4.5 3.5 14 12 10 e 7 5 3.5 3 - 1/4'0 x 3/4'ALL POINTS SOUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. T-0' 14 i2- 10 .B__B, e_ _w 1.4 i2. to 9 B 7 S 4 t'4 12 '10 9 7.5 8.5 4 3 - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED Bf FLORIDA FASTENERS DIRECT,INC. ___ _ 14 12 l0 B_ 6.5 4 - - 14 12 8 7.5 6 4.5 S5 14 185 7 SS a.5 J.5 - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY DEWALT,INC.,AND DISTRIBUTED 13Y ALL POINTS SCREW,BOLT&SPECIALTY COMPANY OR ANY -- -- _1 -"-1----- OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 Ti 10 BA 7 4 - 14 12 10 9 75 S5 4 - 14 12 9 7 7.5 AS - 14 11 7 55 4.5 - 14 12 10 a 7.5 5.5 4 14 12 9 7 6 4S J i4 12 10 9 8 85 -- 14 12 10 'B 6 4 14 12- f0 B 651 fi_SS NOTES' 8'-0 14 12 0.5 7 s.5 J __ i4 12 a ae s5 4 _3 t2.9_B5_6 34 3 -" 9.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4•AND TAPCON A------ WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 14 12 9.5 7S 0 - - - 14 112 BS 8 8.5 5-' - - 14 12 8 6 6.5 4 - 13 9.5 165 1 5_3.5 - - 14 12 101 8 8.5 5 - - 14 112 6 6.5 5 4 - 14 11 10 B 8 14 12 t0 9 75 4.5 - 14 12 85 . 55 4 B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'All POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 9'_0. 14 11.8 7.5 e 4 - 14 11 7--5.5 S 35 - 11 B 55 4.5 J5 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-2D S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO -' --- -- -_ ---_ EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 a 8.5 4.5 - 14 12 d5 1 7 5.5 4 14 10.6 7 5.5 6 45 - 115 8.5 551 4 - - - 14 12 9 7 6 15 - 14 11 7 5.5 45 SS - - I ..1. ._._ B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 10'-O 14 12. 10�9 7S 14 12 tD "e 865 14 j_12 e 6 5 4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES:ANCHORAGE SHALL BE AS INDICATED ON 14 10.5_7 5 3.5 - _ 13 B S 65 _5 1S 7-- _ NOTES B.1) &B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL SIDS CONSULT THIS ENGINEER. 14 11 75-55 - - - - 14 115 8 8 5 4 - 12.6185 b 5 4 4 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 10.5 B 5 - - - - 71 12 8 6.5 5.5 4 - - 13 _10 6.5 5 4 3 _ tt, 12 10 - - 1{ 12 f 9 7 6 4b - la 10.5 7 WS C5 5.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 125 BS 5 - - - 12 B 16 4.5 4 3 _ B-.77 45 3J 3 14 10 7 - - - _ 14 1D.5 7 5.5 46 1 5 8.5 55 43 iJ.75 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - i- 14 11.5 7.5 8 5 - - - 12 B e 4.5 4 - -_ 14 12 10 -- 14 12 B 6.5 55 1. 10 BS Sf4 I 12'_p _. __.. ..T_.. _.. ,_ _ .._ - .. _.. EDCE�ISIANCE VERSU,4_SP9GING_S.CHED91E�9A_ANONOBS: 15 BS 4.5 - - 11 8 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING JS BS 6 - - - 1J I95 65i 5 4 I- - 0.5 0 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 10.5 7 5.5 4S - - 11 B.6 i 55 4-5 J!3.5 I - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0 la 1z - T - 1a 1ta 75 e 5 - tz - FACTOR 0 5 8 - 1 10 7.5 5 1 J - 7 s 5.5 4 3 - - ACTUAL, 25 es - _ 12 9 6 4.5 4 - - gs 7 5 4 - = EDGE TAPCON CON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAP TAP D PER + e s - 1 13 ss 65 5 - ID5 7.5 s aF - y D DISTANCE THREADN. TECHNOLOGY _MIN.SPACING 14'-O 14 12 - I_ 14 105 7 '5.5 = 11 8.5 55 45 _-__- E.D. MIN.SPACING-3' MIN.SPACING-3' MIN.SPACING-3 1/2' MIN.SPACING-3- 3 3%4' 4' 10 7.5- - - - • 9 7- 4.5 ]5 - - - 7 8' J.5 3 _-__-_ D POURED �ET& R%1f✓ED 7E WNC&TE BUM PORE CO BLO KC & POURED ON RE L&POURED CIE°RAEIEH°°(_.I--._-__.._____.___.__...__-__._..-9 5S4.5 _ _ _ MRL EO.3 1/2• AOL ED.. 1/2• ITN.EO.31/Y NN.E4.2 1/2' _ - - 11 a ss 45 - - - MI W WINDOW �EA.3. K WL ED.-3 1 2• MN ED..J• 75 - - - 12 9 6 - - - - 9.91 7 4.7 - 15._p 14 - i-510..65 - - - f0.6�-a 6 BLADE WORKING 3�.._ _.._ _..1.0.__... 0.90 __1.0___ .._._.0.78_ .. _._.. 1.0. .. 0.84 1.0 ._ to - - - - 0.5 65 4 _ -_ ._ Oy81.. j.0 _. -._.. _ IN UNISONE ♦ _ .. . _ - - Los e s =Bs-s a'- = I- 7 IJI: - - t1.605 SST- - BBS 51 46 - _ 091 0.71 _ ..-_ _ .43 - 186 98B 4S J p 0.35". 93 _ _ _ _ _ _ 9.5 7 5- _ _ _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone," tq Nlll V'AAAA 02020 EASTERN METAL SUPPLY, INC. KK FPS S ®zoza nLTEco,Inc BERTHA HVTM Accordion Shutter System No.44 167 ' ® 1 N c' ® ■ ■ ■ H.V. BADE#1 W/OR W/o H.V.WINDOW BLADE Tk i11�/jp TILUT TESTING & ENGINEERING COMPANY American Shutter Systems EY.N DESCRIPTION GATE DRAWN BY: M.P •• F 6355 N.W.Min.St.Ste.305,NRGMIA GARDENS,FLORIDA 331610 ASSOCIOtiOnF Inc. 1 OLD 17-107 7 2 202C DATE: 7/2/2020 STATE �'•, Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive e-mall:UNaco®ad 2 ' O •. p ,•'k; .com O 20- 1N64 cAAWIN _ooDc219 West Palm Beach, FL 33407 J h��i'A sS�••••• ••' `�S WALTER A TILLIT Jr.P.E. 4 Y7YYYf/jONA [��`1A EAL/SIGNATURE/DATE FLORIDA Uc.(1 44167 5 SHEET 6 13 OF 20 MAXIMUM ANCHOR* SPACING (in SCHIF1111 LE FOR A GIVEN MAX. n4LT ER SPAN A-S.0 DESIGN NEGA7IV� PRESSURE RATING AND A CORRESPONDING MOUNnNG TYPE FDR GONCRE� OR GONCRELE BLOCK INSrALLATlONS (SEE MOUNTINGS 1,J.K&L ON SHEET 7) POU POURED 00 CONCRETE BLOCK _ _(I)WALK OVER k Ii TRENCH RNNGUARD QK WALL/FLOOR MOUNTING ©WALL/WAU(OVER MOUNTING -ANM- M011NRNG...Q _ _ _ .. ..... .. _. _. _. .. TAPCON OR (A D.pL4CN WORK PRMSME RATING(Id ASD.DESGN WATNE PRESSURE RUING ASa OMON NMOK PRMM RA1NC A.S.D.DESIGN WAIN PRSM RATING(pM TAPCON WITH ADVANCED _ _. _... ._..r .- 50 40 60 TS 80 120 180 205 30 4D 60 75�90 120i 160 205 SD 40 60 75I s0 120 160 20.5 30 40 60I 75 s0 120I IBD 205 READFOftM TECHNOLOGY 14 12 10 9 B B 6 6 12 12 12 12 12[1?1 BS J6.5 7 7 7 7 5555 5 5 5 INTS SOL - _ is 1z- iit2 9 s 1 7` i 7 r 7 7a s s5 s 5 5 '5_ BLUE TAPI ALL PO ID SI7R IESS 14 12 10 e _B B 6_,.6 12 12 12 12 IDS 6 6.5. 7 7 7 .7 7 7 _7, 6S _s 5 S S B 5 3 .5 14 12 10 9 B B 6 6 12 12 12 12 120 7.5 6 7 7 7 7 , 7 7 7 5 5 5 5 S 5 9 5 TAPPER+ 14 12 10 9 B B 6 6 12 f2 12 12 1.5 B.S 6.5 S 7 7 7 7 7 7 4'-0" 14 12 10- 9 I B B 6 6 11 12 12 12 12 B.5 7-5_5 7 7 7 7_ 7 7 7 7 5 5 9 5 5 5 5 5 l4 t2 10 _9 B 8 B 6 12 {2 12 96 a 8 4.55 3.5 7 7 7 7 7 7 CS 6 5 5 5 5 5 5 5 5 . ....__. _ ....___. - ....-. 14 12 10 B B B 6 B 12 12 12 12 10 7.5 5.3 4 7 7 7 7 7 7 7y 5S 5 5 S 5^ S �5 9 5 14 12 10 9 B �B B„ B, 12 12 12. 11 8 7 S 4_ 7 `7 7 7 7 5.5 4_ 3 5 5 5 5 5 5 4 _3 5'-0" 14 12 10 9 B B 6_ 6 12 12 12 12 10 7.5 SS 4 7 7 7 7 7 7 7 7^ 55 5 1 5 5 5 s 5 14 12 10 e B B e 8 11 12 83 75 a 45 3S 1 7 7 7 7 7 7 5 35 5 5 5 11 5 5 5 5 4 * SEE ANCHOR 14 12 10 B B B 6 B 12 12 12 95 8 6 45 7 7 7 7 7 7 5S 4 5 5 5 43 5 5 5 4 14 12 10 9 B 8 8 8 12 12 15 9 75 55 4 J 7 7 7_ 7 7 45 3S 5 5 6 5 6 {5 3.5 SPECIFICATIONS 6 0 1412 f0 9_ B B _6 ,6_ 12 11 12 10 a _B 43 35 7 7 7 7 7 7 7 7 s 5 5S 5 5,., s, -s' ON SHEET 13 14 12 10 8 .8 B 6 6 11 11 B 6 5 4 3 - 7 7 ,7 7 7 9.3 4 __ 5 5 5 J 5 5 4 3 14 12 10 9 B B 6 6 12 12 10 B B.5 5 .75 - 7 7 7 7 7 6 4.5 5 5 5 5 5 5 4.5 11 11 10 9 B B B B 12 12 10 B A9 5 J 5 7 7 7 65 a5 4 - 5 S 5 S S 4 3 _- 7'-0" 14 12 10 9 B B 6 6 12 12 12 BS 7 5 4_ 3_-7.. 7 7 7 7 7 _7 B 5 -5 5 5 -5 S 5 S 14 12 10 9 8 B e 6 12 10 &5 5 453 _ 7 7 7 7 6�.5 5 1 _ 5 5 5 5 5 B JS 1 1+i2 iD s 'e a e "s 12 1z 95 ss" 4 i 7 7 7 7 s - s s 5 s s s 4 0 VAUD ONLY FOR UP To +70, -75 14 12 10 9 B B 0 - 12 12 as 7 5.5 4 3 7 7 7 5.55 5 3 - 5 5 s s 45 35 - PSF A.S.D DESIGN PRESSURE 8'-0" 54 t2 iD a :5 B s-�_ 12ii_Ilisl 5 6a5`Ss1 i, 7 7 7 7..� ? 4 s 31s 5_a 5 3 s- RATING & FOR SPANS PER __. f4'12 t0 9 B 8 8 ,_ 12 B B 4S 4 3 7 ,7_ 7 7 95 4 - s. 5 s 5 5 4 s SCHEDULE 3 SHEET 11 14 12 10�9 B 8 6 I- Ili- 11 7S I i 5 .75 - 1- 7 7 7 7.5 6 4.5 - - 5 5 t 5 5 5 4.6 - 14 12 1D 9 B B - - 12 1.5 7_5 6 5 J.5 - - 7 7_G.5 5 4 - - __ 5 5 5 s 4 3 - _. 9,-0" 14 11 10 9 e 8 - - 1T 12 9.9 6S 5.5 _4 J 7 7 7 7 7 _ B 3- -5� S_ 14 1Y 10 9 8 B - - Ii.S B 5 4 3.5 - 7 7 7 e 14 12 10 9 8 B - 12 10 3.5 5 4S - 1- - 7 7 7 6.5 55 - - - 5 5 5 5 5 4 - 11 12 ID 9 e B - 12 O.5 7 55 4S 35 7 17 55 IS 35 - 9 5 5 4S J5 �14_ 12 10 B B B - 12 11 8.6 8 5 35 7 7 7_ 7 7 7 4S 6 _5 5 -5 5 5 S 4.5 14 12 10 9 B B - 99 7_�45 S5 3 - 7 17 7 65 45 - - 5 5 F142'10 9 8 8 - - 12 B e 5 4 - 7 7 7 6 5 - - - 5 5 S 13 3 - - - _17- 4 12I!k- 121 10 1!) B B12' 10 7 6.5�5 35 - - 7 7 7 7 7 7 3 5 5 5 1 5 5_ 5 5 5 4- 7 76 5 4 - - - S S 5 6 _ 3 10 I B 1 B B - BS B^5 4 35 3 w s i e e _ „ 8 55 4 - - 7 7 7 5545 - - - 5 5 6 6 451 HV BLADE ONLY 10 9 B - 16 HS 55 63 ]5 - - 7 7 IS JS - 9 S 48 3S 3 fO. B `B - 12 85.85 5 4 3 7 7 7 7 7 6 J 55555l.S 10 9 B - - B 6 4 3 - 7 7 55 ISS 5 4.51 4 3 10 e B - - - 10 7.54 - - - - 710 9 8 - - - 05 8 5 4 SS - _ 7 a5 4.5 J5 _- 5 5 45 3.5__S 10 9 0 - _ 15 B5 B 4.5 3S J _ 7 7 7 7 7 �45 = 5 5 3 5 3 5 45 35 14 12 10 9 B -_I,- 7 a5 3.5 J - i- I ,. 7 7 5 4 7 5 �5 5 43 - 14 12 10 9 B 9 7 4.5 .75 - I- - - 7 7 9S 4.5 5 5 5 L.5 4 - - 14 12 10 9 - 10 7 5 i 5 4 1 3 - l- 7 e 4 3 - 5 5 4 3 14'-0`14 12 10� 9 - O5 8 I56 4 JS 1 '- 7 Y 7 7 7 4 5 �S 5� 5 �5 5 4 --3 11 12 10 9 &5 S I J - - 4 I4 l2 10 9 - - - - 85 1151 4 l 7 7 5 4 5 5 1 5 4 - 14 12 10 - - - - 9 7 45 35 ! - 7 55 351- 5 5 IJS 15,-0"t4 12 10 _ I- 10 7S 5 4 3 - 7 7 7 _7 7 3_5 6 6 5 5 5 5 4 YJ i4 12 TO- 14 - 8 45 3 - - 7 5 8 45 J.5 _ 12 10 _ _ _ _ _ 7 7 5 I i _ _ _ b _S 8 4.I._ _ - - 14 12 1D - - - - . BA 6S 4 J.5 - _ 7 55 J.5 _ _ 5 5 35 _ 14 12 10 - _ eS 7 4S SS 3 _ _ __7 7 7_ 7 6 J, 3 5 5 S I5 4513`5 _ 16'-0"14 12 10 - - - - 8 45_ 3 7 BS 4 L 3 9 4 3S _ 1- - 14 12 io - - 75 ss .75 - i as - - 1 5 s 4s - = I== FLORIDA BUILDING CODE Non High Velocity Hurricane Zone III 10' i 02020 EASTERN METAL SUPPLY,INC- � ��Owl • I 444 02020 TILTECO,INC. BERTH % HVTM 'sP'\,\CEN �(' �9''- ice'' Accordion Shutter System ' 'L E o ,N c. ■ ■ ■ s No,44167 H.V. BLADE lyl W/OR W/O H V.NINDON BllSDE TILLIT TESTING & ENGINEERING COMPANY, American Shutter Systems Ev,N DESGR1PnaH GATE DRAWN GY: M.P °! 6355 N.W.36th.St.Ste.303.AKINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 17-107 1 2/202C DATE: 7/2 2020 STATE F `c 4268 Westraads Drive 2 DRAWING NO �•, / Pnen4:(sosla7l-1s3o.Fus:(3o3)871-ISSN e-m 11:Ultac0000 M West Palm Beach, FL 33407 3 20-164 0�' F1 O R I P•'�� CA-0006719 4 •''••.... WPLTER A TILLR J,P.E. ''''�isS��NAL �� FLORIDA Lie.8 44167 s SHE 14 OF 20 7'T111,1 ,1�UE`. SEAL/SIGNATURE/DATE 6 MAXIMUM AS D DESIGN PRESSURE RATING (O.s.f_) AND CORRESPONDING MAMUM ANCHOR SPACING (Ina SCHEDULE FOR A GIVEN MAX SHlJ1TER SPAN NEGATIVE AS D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNIMNG TYPE (SEE MOUNTINGS ON SHEETS 16& 17). Zi3 LJ EE3 �T F:;;�Z A-T- E SOUTHERN PINE No. 2 W/ MIN. G=0.55. SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2' MIN. CDX 2 W/MIN.GSOUTHERN =o.55. SPRUCE PINE SPRUCE PINE 5k.h, Flp FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. C=0.36 PLYWOOD e-SO W/ W/ MIN. G-0.43 W MIN. G=0.36 MA'UMIM SPAN(TT) 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, O & 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 D ILD BWM MM K MAL w ks a um KM TIMM wx WJ D.EM MMM POSM RS(pl)kSD.TIM UVK MMM MNI X kSD D N6M REM WM D k1a M Y X PFMK DA(.Q LSD.®NWM RMK AT X 150 OM MD POM 11"M LSD DI9 NW9 TISK PA R(4 kU f@ ®AE RQID M WR L W 30 590O53D4060 59005 30 40607590OS S 30 40 605 OS 30 40607590O 90 67 S70.OR LM 12 10 70 9 8 8 6 6 6 6 6 6 12 10 10 9 B 8 6 6 6 6 6 6 12 10 10 9 8_ 8 6 6 6 fi 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 12 4 0 12 10 10 9 8 B 6 ,6 6 6 6 6 12 10 70 9 8 8 6 •6 6 6 b 6 12 10 109 8 8 6 6 6 6 6 6 6 5 4 4 4 3^12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9- 8 8 6 6 6 6 6 5 12 10 10 9 B 7 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 12 12 12 0. - -12 ._._... _ ._ - _-._ _6-____.._.. ...._._.___..__-_._ -Ti-- _._____..,__ .. __. ___. ...Ti" _-..._.i _..__ 6 0 12 10 10 9 8 6.5 6 6 6 - 5.5- 12 10 f0 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 8 6 b 6 5 4.5 6 5 4 4 3.5 - 12 72 12 12 12 72 12 12 12 12 12 12 12 12 12 12 10 8.5 10 10 9 6.5 4 6 6 6 .5 4.5. 4 12 10 10 9. 5 _3 6_ 6 8 5 4 3.5 12 10 10 7.3.5_-_ 6_ 6 6 5 _4 3.5 6 _5 _4 4 - - 12 f2 12 12.12 12 72 12 12 12 12 10.:f2 12 12 0.58.5 7.5 8 0 12 10 10 7.5 e,5 3 8 G. fi 5 4 3.5 12 10 10 6 3.5 - 6 6 5 i.5 3.5 3 12 10 f0 4 - - _6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 72 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 _ _.._-__ .___..__._._-__-___...__.__._______ _.. 12 10 9 4_ - _8__ 6 4.5 4 3_ 3_ 12 10 4 3 - 8 6 4.5 4 3 3 6 5 3.5-_ 12 72 12 12 _72 0.•12 12 12 11. 9.5 8.5 12_12_10 8_8_,5_5,5 ,. 10 0_ 12 10 75.4 6 6 5 4 3 - 12 10 8 3 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 3.5 3 _- B S - - 12 12 12 12 1.59.5 72 12 12 19. 8.5 7.5 I 12 9 7 8 S �11 0 ,- 12 10 95 - - - 6 6 45 - - 12 10 4.5- - - 6 5.5 3.5-•_- 12 10 - - - - 6 5.5 4 _ - 6 5 - - - 12 12 12 1.2 10 8.5 12 12 12 9.5 8 .7 12 12 8 6.5 5.5 4.5 -.12-0',._.12 10 45 - - 12 10 3.5- - - 6 5 3.5- - - 12 10 - - - - 6 5 3.5- - 6- 5 - --_- 12 12 12 1,59.3 8 12 12 11 8.5 7 6 12 I. 9..-4.. 12 10 - 6 6 - - - 12 10 - 6-4 5 12 7 5 4.5 - 12 12 12 10.`8.5 7 5 11 12 10 8 6.5 5.5 12 0. 7 5.5 4.5 4 __ 14 0 12 10 6,55 12 7 45 12 7 - 55 4.5 - 63 - 12 12 12 95 8 6 12 12 95 75 6 45 12 8,565 5 4 3 6 _ ,, 12 - - - 5 - 12 - - _ 5 - - 6 - 12 72 11 9 7.5 5 2 12 85 7 6 4 12 9 -6 5 4 - 16'-0" 12 - - - - 12 - - - - - - 12 f-8.5 6.5 4 12 12 8 6.5 5 3 11.5!8.5 5.5 4.5 3.5 (-I) HV BLADE OR (1) HV BLADE W/ q 1 HV WINDOW BLADE WORKING IN UNISON* •SEE UMJ[AnoNs of US7:FIXi BTFDE DN SHEEP 19 •F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.DS) -1/4-0 TAPCON ANCHORS•AS MANUFACTURED BY I.T.W.BUB S DEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGL FIR W/G-0.50(N.D.S.) 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.D.S.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2"COX PLYWOOD(1986 AEA) LAG SCREWS AS PER NOS 2018 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��A�11p TI ,,,.� EFFAAAA4 02020 TILTECO,INC. ICJ 2020 EASTERN METAL SUPPLY, INC. �R...... to;l!", BERTHA HVTM 3P:•��tvEN �� S�A� Accordion Shutter System 44 67 H.V. BLADE#1 W/OR W/0 H,V.WIND NV BLADE ND• American Shutter Sy$tem$ REVS N DESCRIPTION DATE DRAWN BY: MP,y. *•T n -T BJ53,1 N.W.NW TESTING & ENGINEERING COMPANY 36Lh.St,Ste.306.Wi([MIA GARDENS.RDRIM 3716 A$$CCIatlCn, Inc. 1 OLD 17-107 7/2/202 DATE: 7/2/2020 STATE OF Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No P. o-m II:UHeco®eW.cem West Palm Beach, FL 33407 3 FCDR .•• CA-0006719 20-164 'AAr p $1L���`EAL/SIGNATURE/DATE WA TILLR 3r.P.E.P FLORIDAFORI Uc.d 44167 a SHEET 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & hA HVtO BLADES AS APPLICABLE MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD -WITH HV BLADE 1 ONLY SHALL --WALL FINISHBE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & - - .- 1I'11'T ON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE (1 & A WORKING IN UNISON TAPCON WITH ADVANCED ,. THREADFORM TECHNOLOGY 4"0 TAPCON OR I i W/ 1 1/2"Min.PENETRATION - ., YAPCON WITH ADVANCED THREADFORM TECHNOLOGY `. rl OF THREADED AREA To I W/ 1 1/2"A11n.PENETRATION OF THREADED AREA TO EXISTING EXISTING WOOD HEADER. .__ _. WOOD HEADER. (SEE SCHEDULE ON SHEET 15) , I I--� MN SASS(SEE I t TOR CAI ':•: (EE SCHEDULE ON SHEET 15 �• �R 18 i •'0- x3 4'S.S.MACHINE E TO ULE O(SEE I S ) '„ `f 1/4 SCHEDULE ON sHEEi I SCR h—11 FOR BLADE®AND H ry _ ® 12"O.C. I' ON SHEET 19 FOR ' r 11"Min.-- % . I EXISTING 8 Ok I \ SS Z 1 OR�15) O WALL 1 J \' •I. - 1 � FlNISH, ' \ � I "-� n�I j /� I I 1 I�• i� �I�� �--�_° (--I I\I Il,iv '•. 11 ui_--OPTIONAL - ' 1 , -WALL I •I' I O _. II EXISTING MIN. I - [__...-\•..___ �' FINISH L�L�L�ffffff �L� --- 4,1K(\ll\t\ll 1 - :1._.- `` I `-2"x4"WOOD 1 OR 1 LJ n _ EXISTING MIN. °R HEADER REOUIREO ([W(�(( I I ---2"x4"WOOD EXISTING U I U HEADER REQUIRED ', 1/4'0 TAPCON OR TAPCON WITH ADVANCED GLASS--U Mro ( I I I 9 •III' '`}',`�� i, -T4HREADFORM TECHNOLOGY W/ 1 1/20 I I i, Min.PENETRATION OF THREADED AREA TO IL_SOHmnr ON 91EET - I MIN. SEPARATION TO GLASS EXISTING WOOD HEADER. U iI""SHEET 9 II EXISTINGFOR � SEE SCHEDULE ON SHEET 11) q+9 ', II (SEE SCHEDULE ON SHEET 15) ON it B ODES m&Qd� I c�CI `y i 1 I 2"x4•CONT. SILL 4 PLATE REO'D. ONO V ALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION HV WALL SILL INSTALLATION M - - EXISTING - .. _ .. _ F MIN.SEPARATION TO GLASS - -- ---- - - -_- MIN.SEPARATION TO GLl55 I I I 1 '\ GLASS—^ I I - Cl) XISTING -(SEE SCHEDULE°N SHEET 11) - �iJ (SEE SCHEDULE ON SHEET 11) - - -�✓ MIN. SEPARATION TO GLASS I t - 1) EXISTING I x WOO COAT-.-p GLAS ,; WOOD PLATE d(SEE SCHEDULE ON SHELT 11) I I GL�S—p a ftE0'D. ly Ij�II x I d F MACHINE O SCR S.S. SCREWS U V i II�I� 1/4"0-20x3/4'S.S. M r4FL I L MACHINE SCREWS W/ USING 1/4"-20 NUTS "- L..�J WALL I!� _1/420 NUTS® 12"_ II 0 12"D.C. FINISH O.C. i I I(---I U I I I 111�oR18 L'JoR 18 1 OR 1ST I0RO I `J lJ" o , e •. 2"x4"CONT.1 t �I WOOD PLATE 11 I I REO'D. it I 1 '\l\� 1\T .1 '--EO EO- ct♦ 7 \ _ -'-I'Min. 1 --I"Min. W • �I VA 1111 11 I� OR ICI1 '--'il•Ilp 1 1 i�� 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" 11 II 1/40 TAPCON OR TAPCON WITH ADVANCED i�.'f I I - •'I SILL•PLATE lI I-;�`.v -- EXISTING WOOD HEADERHREAOED AREA TO I I THREADFORM TECHNOLOGY W/ 1/2" 1/4"0 THREAD OR N9_TE: '• ;`' •`:I. Min. PENETRATION OF THREADED AREA INTO PLYWOOD 1 REq.P' III (SEE SCHEDULE ON SHEEP 15) •II \ THREAD WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL 11 •I (SEE SCHEDULE ON SHEET 15) 1 1/Z-MIN.CA� 51\E\\�THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ._.c_;._:•.I.ah WALL FINISH ! EXISTING MIN.2"x4" PLYWOOD REQ'D. W/ 1/2"Min.PENETRATION OF 2-MOUNTING SECTIONS CAN BE STUDS® 16"O.C. MAX. '-1/2"MIN.COX PLYWOOD REO'D. WALL FINI THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO i1 RTTAC PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION -EXISTING MIN.2"x4"SPUDS® 16.O.C.MAX.REO'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH © WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UM 710NS OF U OF HV WALL SILL INSTALLATION F.B.C. BADE IA ON SHEET f9 1y` LL 1FI FI FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `````X���; f• ' 02020 TILTECO,INC. ©2020 EASTERN METAL SUPPLY, INC. �P' ENS•%.9 - BERTHA HVTM " 1 L E C ® � �,S®S Accordion Shutter System No.441 KV. BLADE#1 W/CR W/0 N.V.WINDOW BLADE *', * TILLIT TESTING EE ENGINEERING COMPANY American Shutter Systems REV.H DESCRIPTION DATE DRAWN eY: M.P -O'• STATE Q ' SSS�2a D N.W.361h.St.,Sir.30L,YIRGRRA GARDENS,ET_GRIM ansr A880CIOtIOflA INC. 1 OLD 17-107 /2/202 DATE: 7/2/2020 Q'• /. ; Phone:(305)871-1500•Fax:(305)871-1501 4268 Westroads Drive 2 ��'• �QRI� e- .0;ttltecoeD ol.com DRAWING No West Palm Beach, FL 33407 a FS' ••.....• Nc,`(> a-0006719 4 20-1 64 WA RLLR 44 P.E. %DNA;1�``�SEAL/SIGNATURE/DATE FLORIDAFl°RI U.p 44167 5 SHEET 5 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV & L� HV® BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BG4DE 1 ONLY WALL FINISH SHALL BE LIMITED TO 105.0 sf. A.S D. DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX 1/4"0 TAPCON OR SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & ciA) WORKING IN UNISON TAPCON WITH ADVANCED 4"x8'(Min.)EXISTING - /I - - - I EQ EO � � 2'MIN THREA11 RM TECHNOLOGY WOOD BEAM REQUIRED. L+ 1 W/ 1 1/2'Min.PENETRATION STRUCTURAL ADEQUACY - / r. .EDGE(IF APPLICABLE) .- 1 4.0-20x3 4°S.S. —1,•- OF THREADED AREA TO / J OF EXISTING W000 BEAM ✓ r I EXISTING WOOD HEADER. 1 _ MACHPHILLINE TRUSS HEAD TO BE RED ENG BY �+ M n MACHINE SCREWS (SEE SCHEDULE ON SHEET 15) W 1/4'-2 REGISTERED ENGINEER OR�'/ _ ✓ .. __ - EXISTING WOOD / 0 NUTS ARCHITECT PRIOR TO 7 -EO '- - TRUSSES EO- I EQ-7::- 0 12.O.C. SHUTTER INSTALLATION. EQ _t •I 1 2 -r• / - U OR • 9 i r RAFTER REQUIRED ��OR 1�I 1/4'0 TAPCON OR . . ✓ .. .... I TAPCON WITH ADVANCED ter✓,• - - - -- ,•' Ni- EXISTING SOFFIT 3 1 I .257" THRFAOFORM TECHNOLOGY A •^ I 3/4°Max.THK. II 1 MOx, W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO E0 EQ 1114x3/a - '� EO- E0 .1'z4'x,/B'CONT.ALUM.TUBE I OPTIONAL -' I IXISTINC WOOD HEADER. i i� S.M.S. III. I..._._ _ (6063-TG ALLOY)W/ 1 (SEE SCHEDULE ON SHEET 15) ' 'T 49 6'O C. I •i EACH 1RAFTER OR TRUSS.O EADER I O O 't• __.11 Or Q Or r 1 or 13 or 15 ( 77 .IEXISTING - Ij!!. II. I LOCATE LAG SCREWS AT MIN 2`z4' i ___ (1 MEMBE, 2-EXISTING WOOD I' RE \� I , I I;...I OPEN HOLE AT EACH I I 1 MEMBER,(2'Min.NOMINAL GLASS '�- _ MIN.SEPARATION TO CUSS I I - WIDTH)W/2` in. -(SEE SCHEDULE ON SHEET 11)` -- EXISTING STUD TO ACCEPT I. PENETRATION OF THREADED IXISTINC I GLASS-- ' 5/16°0 LAG SCREW REA.VALID FOR AT CENTER OF TUBE. INSTALLATIONS WITH 72psf I, I 1UN.—ON I EXISTING MN svx+Anotl I n MAX.A.S.D.DESIGN LOAD AND @S HV WALL HEADER INSTALLATION I M SHEET(SEE I I I cuss! ro (� ll INSTALLATION 5 ONLY VA110 I FOR BLADE OAND I ♦ I satEOIAE GI sTE:Er I I FOR WOOD W/MIN. SPECIFIC ON 51W 19 FORBLADES IDk® I --� __.-O OR ® 10N 5®19 F�4R� GRAVITY OF 0.50 AS DOUGLAS 1-�E SHEET 4 Fofl 1YwrAL SHUTTER ASSDIOLY I--•----- ----- --- .4,.. - - I nADLsNA© II"I_ ♦ RR OR SOUTHERN PINE No.2, 2-NOUNRNO SECTIONS C/N BE COMBINED __ ' __ I.p U OR ® OR EQUAL. N ANr wnr To STIR ANY IN57AUnoH. OT 1HV CEILING 1NSTALLATION _ U.I V CEILING INSTALLATION _- IV M MASS(SEE _ I 0OR MIN.SEPARATION To GLASS SCHEDULE ON SHEET ®♦ --{II Os E PMIN. E(SE SCHEDULE ON SHEET 11) EXISTING TOAA S oS1N 1 _ EXISTING U GLASII9AO�mh@ (SEESCHEDUL)E CLASS-) SHEETN III_III. tr� � I I z I I I ALTERNATE._ 1 LOCATION p WALL - I LOCATION _ I._.... EXISTING -� - FINISH: I I 11„ az•I ©T I_ 3/6'uwi111 -___ o.c GLASS—� DECK MIN. E �. 3.jIJDJ #10z3/4-HEX I I I I WOOD :I M .� / t. WASHEERR HEAD TEK REQUIRED > --- (J3 OR 2'x6'MIN.WOOD----I '".I, I SCREWS® 12` (NO FINISH -EO-r-CO- PECK REQUIRED ALLOWED) _ ALLOWED) H Q L DYIEECK) _I - 1 J2 -- 1 I ._ ODGE i _ .,_ FINIS GE OF -, _ £A - EO _r OF ..DECK IF - - - IF APPLICABLE K i n' I III 1/4"0-20x3/4`S.S. .. 1 EDGE IF APPUCABLE .I I._ I1 I' 1/4'0 TAPCON OR Min. I PHILUPS TRUSS HEAD -- p•,uiN -= - - _ r 2-4-CONT III TAPCON WITH ADVANCED MACHINE SCREWS - I - (",SILL PLATE 1"� 7HREADFORM TECHNOLOGY W/ 1/4--20 NUTS 1/4-0 TAPCON OR TAPCON WITH ADVANCED ` r I:.•I W/ 1 1/2°Mtn.PENETRATION ® 12.O.C. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM - -2•MIN. THRFAOFORM TECHNOLOGY W/1 1/2"Min. 2'MIN.- - REO'D. TECHNOLOGY W PENETRA7ION OF THREADED .1,..1'_1...aL •,L'; _(•'".'' OF THREADED HE TO / 1 OD Min. PENETRATION UL THRESHED AREA TO EXISTING WOOD HEADER (SEE --�: EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) SEE 4X HV WALK—OVER INSTALLATION O HV WALL SILL INSTALLATION ♦BLADE(BONNSHEETU19 FOR O HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone, 02020 TILTECO,INC. ©2020 EASTERN METAL.SUPPLY, INC. .° BERTHA HVT. ENS -,, Accordion Shutter System �• No.441 7," ��--, American Shutter Systems H.V. a.nnE#1 w/OR w/o RV.WINDOW MADEw1r� ApE ?'IC: 71r TILLIT TESTING do ENGINEERING COMPANY y EV.N. DESCRIPTION GATE I DRAWN BY: M.P o'• STATE 0 63'55 N.W.35th.SL,Ste.305,VIRGINA GARDENS,FLORIDA 3316, Association, Inc. I OLD 17-107 1/2/202 DATE: 7/2/2020 Ph-;(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 e-mall:lllteco4Deal.GOm West Palm Beach DRAWING No QR 2\��� CA-0006719 , FL 33407 3 20-1 64 S WALTER A.TILLIT Jr.P.E. 4 SEAL/SIGNATURE/DATE FLORIDA ue.p 44167 5 SHEET 1nu nu 617 OF 20 tt YfiYt''tJ'"v.:'i GENERAL I IMRATIONS AND CONQ (�14V BLA13E MINN A G M SMW ORfcKFIN FGORN 7 BFRTI4A r I.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110 p-t. I — 2.W.SHUTTER SPAN:BB" 3-ALLOWED)1 I MOUNTINGS M.0.T.U&W ON SHEETS16&FE1177.8'7;AS WELL AS Om®a' iv 11 _._ 4 OR 5 ONLY CRITERMATES i (BOTH W/E4�OR(2 ARE ALLOWED WITH 21 AR ED IN A y� AL OR OPPOa`rTNC IAFOUT.IN CASE OF OPPOSING 16„X20•— i f /T�� f\ CENTER MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF TYP.FA.END ' ' , I AI (A)HV WINDOW BLADE 10 SMALL ONLY ALLOW A MAXIMUM OF 5 OPENING$ r V• V 1l V VV (3•0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. 44) --- MAX.S WINDOWS G OF ANY 3.0 HOLE FOR SHALL BE 1Y. ALLOWED A7 HV N - n J� j OF MIN.CLEAMNCE FMA'I TOP OR BOTTOM EDGE OF HV WINDOW BLADE 1� WINDOW BUOE� I,n , U 1111 U U { (C)FIST OR ter BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV ,� WINDOW BLADE(IN (0)NY WINDOW BLADE 9 MUST RE USED ALTERNATE TO A SOUD KV RLADE 1Q n JJII n nn THROUGHOUT SHUTTER'S WIDTH. ' \pg $ (11 CEjrQERMATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV V( • 3��$ V U v BLAOErA ERHER SIDE OF THEM. SEE END 1I (F)POLYCARBONATE Hv WINDOW®SHALL BE INSTALLED SO 7AB9 FACE CONNECTION _ '♦ A nn,) /� J� THE INTERIOR OF THE OPENING BEING PROTECTED.FN WINDOW MlJ5f BE DETAILS ON SHEETS:' ' 2 V 1, 1 I,-U (,"J ONLY INSTALLED AND LOCKED USING A FN SETTING TOOL PROD BY ASSA, ( VVV V lJ 1J 11 10& T8 TYP' - -- �N INC. FULL HEIGHT. 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME TYP YP -- 44 UILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES dt 2 ABOVE). 7.a " CONCRETE OR CON ANCHOR SPACING INTO POURED ETE LOCK WALL ON$HEETS 12&1T AS UNITED BY -.L. -- SPAN AND DESIGN LOAD(SEE NOTES 1&2 ABOVE). S.MINIMUM SEPARATION TO CUSS SCHEDULE,PER ASTM E-1998: I D I(SEE:PLAN TOP&OR REQUIREMENTS, ,��� ij.Z1 pR®oR�6 10V WINO ZONE MINIMUM SEPARATION TO GLASS . .. .... _. .vNLIMf1Eb WIO(H--.. ELEVATION MIN.SEPARATION TO GIAS — — --- -- O(ISTINC GLASS— r($EE IZNU U ON 5 11 ALR L1IME(D �4 8.23• ———�— AND ON THIS SHEET FOR BLAOFS Q&�A ---------------- ------ ------ —\----------I ------------——— i5j .,'I X / (2 \ITYP• /�1'1 W�Z OR S TYP. ANO O 1 w O (sE NOTE 4 ABOVE) ® SlTA1�TRl�ENTERMATES 2, 2 \" ��--- -_ lT5' I \ PLAN �•22 TYPICAL ,1 J HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE JA) SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High VelocityHurricane Zone `\0, I\e zz 11 i!1 AAA, 02020 TILTECO,INC. 02020 EASTERN METAL SUPPLY, INC. ��.� BERTHA HVTM ND � Z! � M ® 1 A Accordion Shutter System •441 7 _ ��■ RV. BLADE#1 W/OR W/O KV. WNDOW MADE * American Shutter Systems Ev.H DESCRIPTION DATE DRAWN BY: M.P TILLIT TESTING & ENGINEERING COMPANY i�'•, STATE 0 :�, 0305 N.W.30th.SL,St..305.10RGINK MOEN%FLORIDA 3316 Association, Inc. f OLD n-toz 7/2/202 DATE: 7/2/2020 D/ F1 Phone:(JOS)071-15J0.Fa :(305)871-15J1 4268 Westroods Drive z E"•., ARID �� a—mall:uftecoB .cam West Palm Beach, FL 33407 3 DRAWING No AL �' (r• RA TI IT 20-164 WALTER A TILLO Jr.P.E. 4 "'AAnnITM11 p` . SEAL/SIGNATURE/DATE FLORDA ua.y 44167 5 SHEET 6 19 OF 20 ,Vx 1 1/2-x 0.035-THICK INSTALLATIONS WZ (1) HY BLADE & HY QENTERMATES (�� -12.000"Max. Min ASTIA A-653 GRADE 40 Min.. 063' Min G_60 GALV.STEEL INTO METAL STUD WALLS f nV-METAL STUDS AT 16'O,C. O.C./ 1/4"y NOMINAL I� 1/2" GENERAL LIMI QNS AND CONDMONS, OF USE ALUMINUM -SLEEVE 6063-T5 ALLOY FOR 13ERTH HV BLADE ACCORDION SHILUE 12 (1 3/4-x 6 1/4-,0.035-THICK m4t. AUATION TO METAL MID-WALLS ASTIA A-653 GRADE 40 NII;j COI4T.GALV.STEEL TRACK CHANNEL. 6 0 6*0 5EPARATION TO CLASS SCHEDULE 0 r ALVANIZED FASTENED TO D;G 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) W/(23#G.i/2'TEK SCREWS ON EXI ING FINISH 2. MAX. SHUTTER SPAN: 84" WIND ZONE: INTERIOR&EXTERIOR FACE ASSIAPPLICA13LE MINIMUM ASTM E-1996 SEPARAMON MIN,SEPARATION 3. ALLOWED MOUNTING:(9 ON THIS SHEET. TO GLASS E SCHEDULE) C4 1 THRU 3 1 SOL -�l MUST PENETRATE: �D I- EXISTING GLASS ISE TO GLASS I/rO 20X3 I 4. ONLYgENTERMATE 21 W1 24 HV LOCK ARE ALLOWED (TYP-) WITH 21 ARRANGED(Q A S!kETRiCAL LAYOUT. — (6- LONG. MINIMUM) MUST ALWAYS BE 4 4. _0 USE OF (2)(3 1373-1 ,I 3/4'x 6 1/4'x 0.035'THICK 141.] EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF --.050- j CONT.GALV.STEEL TRACK CHANNEt, AS APPLICABLE CENTERMATE. ASTIA A-653F=EE040 Mi;e -.1 -"=v mvANrzm To D;GO W/(2)#60/2"TEK SCREWS ON '1/4'.-20 THRFADS ,�INTERIOR&EXtMOR FACE �BDE SLACK DETAIL HVF IS ALSO VALID FORI 1/4"A.ELCO CON5TRUCTION BLADE @ PRODUM-W-LQ 1/2' CENTERMATE APPLICATION WITH - K HID I ME - 12 *,6'x 1 1/21".0.035"THICK @ 6" D.C. COMPONENTS Min.ASTM A-653 GRADE 4D r, Min.G-60 GALV.STEEL ETAL STUDS AT 16'O,C. �fn. MS WALL HEAPER/SILL INSTALLATION EXISTING FINISH AS APPUCABLE SCALE:3/8"= I" M Top BOTTOM) VA- 1 3/4'.6 1/4".0.035'THICK Min. zEXISTING CLASS K CHANNEL, '.7m.,�tn-BE 4-0 Min.G-60 q: GALVANIZED FASTENED TO STUDS W1(2)#6x7/2"TEK SCREWS ON V. �YMIAEIRYQAL SYMMETRYCAL MIN! StPARATION.,_ INTERIOR&EXTERIOR FACE TO GLASS 2 b WC, C1 (SEE SCHEDULE) 40 INTERMAT11a�W- ":'CENTERMATFS W .: ACCESS S1111 EXTE F:WER1011 RIOR ACCESS IDE ------- ------------------ ------- --------------------- ------------- C35(6"Min.) I --------611(TYP.) N '-------------------- g12 ---------------------------- -------- A ------------- -------------- ---------- 7 y ....................... -- - ------- ----------- ---------- ---------------------------- -- ----------- ' )(4 (2) LOCATED'AT(12) P C2D1 C2 1) W HEADER/SILC-ENDS m------- ----------- VIEW Y ---------- (6-Min.) 2� SIDE CONNECTION TO TRACK 40 12- 3 1/4"(Typ.)---I L 6 1/2"MAX. SLACK 5 - -- 6 1/2-(Typ.)-------i- (Cont.) HYR BLADE SLACK- DETAIL HVE BVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone,, 02020 EASTERN METAL SUPPLY, INC. 011 it 02020 TILTECO.INC. BERTHA HVTM Accordion Shutter System EN A.S.S.A. 7m E H.V. MADE#1 W/OR W10 KV.WINDOW 13LAM No.44 6 American Shutter Syste ms !Eve No DESCRIMION DATE DRAWN BY, M-P I ..Z�LD 17_107 TILUT TESTING & ENGINEERING COMPANY Assoelation, Inc. 7/2/202C DATE: 7/2/2020 0333 N.W.35th.St..St..305,MRCINIA OAROENS.FLOMOA 33161 STATE F 4268 Westroods Drive 2 Phone:(.305)871-1530.Fax:(305)871-1531 —DRAWING .-II:tIt-6-1- — 20, N;4 "z 0 West Palm Beach, FIL 33407 3 CA-0008719 4 WALTER A.TILUT J,P.E. 5 SHEET FLORIDA U..#44167 ell' EAL/SIGNATURE/DATE 6 20 OF 20 I Component & Cladding Wind loads :pared for Edwing's Unlimited Shutter Services `\\\ /' Calculations by Seaside Engineers Project:Williams Residence ��� PRD K. IQO �j� Certificate of Authorization No.32048 Location:9900 S Ocean Drive#709 �••••••E•••••• S �I� 4265 60th Court Jensen Beach,Fl. ` • \G N S�•��iA1. Vero Beach,Florida 32967 Project ID: `` i (722)202-8008 info@seasideengineers.com No. 7222 Date: 10/21/2021 : = www.seasideengineers.com Design Information Risk Category II •• ATE OF • J 4�F FILE Windspeed 170 mph Exposure D �j •••4 O R%V P• \ Int.Press.Coef.,GCpi(+/-) 0.18 Enclosed ••••••`�G\\�� a 5.017 feet ////111 0\\\\ Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on this job.The contractor is responsible to ensure the use of the proper material,reinforcement,components,etc.to meet the indicated pressure per the product approval engineering document.The contractor is responsible to verify the component is in the appropriate zone using the"a"dimension shown above and diagrams shown below.The building pressures are calculated using the Allowable Stress Design. Contact Seaside Engineers immediately if the substrate at the attachment locations appears to have deterioration,abnormalities,damage,or other conditions resulting in questionable integrity. Florida Product Area Approval#or Building Design Product Design ID Opening Description (sqft) Zone NOA Manufacturer Model Pressure(PSF) Pressure(PSF) 1 Shutter 177.3 4 FL389.2 ASSA Berth HV Blade 1 52.0 -56.0 120.0 -100.0 2 Shutter 16.1 4 FL389.2 ASSA Berth HV Blade 1 64.0 -64.0 205.0 -170.0 3 iShutter 41.3 1 4 1 FL389.2 IASSA Berth HV Blade 1 60.0 -61.4 205.0 -140.0 7 o i � I "I 1 - a d I ,I ' p '_ 0.2h I — I ' I I I I `0'' f-— —-� I tS I I I I I' , I o 1 I I I I i ©i ( \1001 Q i©Oi0' 0 IOO mI 0 I d OI © a aI h 5 I I I 0.6h I 1 1 • • 1 { P I I 0.6h' I I Y L——— ———-- —j{— I I �i I 7 ® 3 S PLAN - PLAN PLAN Flat roof,6 5 7 degrees .Gable roof Hip roof y I FILE COPY 3NSTMf1A8YO SVli D Uidi:J unit wall Shu ter Shutter Shutter! Stow Anchor Header Storm Mullion 1 0. Pressure Width Height Span Ban# Spacing Reinforce Panels 'Type Inter/End Vertfflorz Req'd Req'd Belted YIN YIN Interior End // Top cl i +3� JG `�G- +fi Q/ /1 1� r BOttolli I 1 1" ! l� ie�or End /Yr 1 b S Top R,t L _6� 3�l '' S$" ��rt � Bottom �` t , Interior End Top I Interior End 'Fop + Bottom Interior-End Top + Bottom InteriorEnd Top Bottom Interior End Top Bottom J�krior End j ( Top Bottom r�, rEnd Top q Avi- }' cy C� j Bottom Interior End Top t Bottom Interior End Top Bottom =TnteriorEnd Bottom >InteriorEnd Tap Botiom Interior End Top _ Bottom >Interio"rEnd Tap Bottom Interior End Top BOttOTCt Interior End ToP + Bottom Interior End ToP Bottom. :1n:teri:,Dr5End�jTOP $OUDM