Loading...
HomeMy WebLinkAboutProduct ApprovalO enin maize: 1. Accordion ,.' 86 x79 2. =Accordion' 31-x 18' . 3.Accordion 31. ;x 78 , 4. -Accordion '125 x 109 - 5:-Accordior'" - .141- X110--1 6. Accordion -. 141 -910 =: 7: Accordion 47 x98 8.'. Accordion _ _ 112 x 79 9. Accordion ' 160 x 90 Adiace nit L in v c*1 M J z Ll oz 7 'O N z W M .0 a= ¢ El C > u a c � W w F z ~ z 0 4N _ N to W N O O N O O Q) O1� 4 M i J i LL O O J4- Cu U f/i N E ti (0 N a r NOT TO SCALE AM' May 10, 2017 AGE GESCMMON: Site Plan 1 SHUTTER CORPORATION 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545-3297 Information Owner: Ilsa Leonheart Address: 12472 Harbour Ridge Rd Palm City, FL 34990 Building Information Wind Zone: 160 MPH. Exposure Category: D Minimum Building Dimension: 45 ft. Mean Roof Height: 30 ft. Risk Category: , II Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 5th Edition (2014) Florida Building Code. Page 1 of 1 Design Pressure Calculations Opening Number Location Zone Device Width (in) Device EHeight (in) Device Elevation (ft) Max Positive Pressure (psf) Max Negative Pressure (psf) 1 Int 86 79 7 41.2 -45.1 2 Int 31 78 7 44.3 -48.2 3 Int 31 78 7 44.3 -48.2 4 Int 125 109 7 39.1 -43.0 5 Int 141 110 7 38.8 -42.6 6 Int 141 110 7 38.8 -42.6 7 Int 47 98 7 42.4 -46.3 8 Int 112 79 7 40.4 -44.3 9 Int 160 90 7 39.0 -42.9 Prepared in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. 5th Edition (2014) Florida Building Code. Page 1 of 1 JOB NAME: MUNICIPALITY: ADDRESS: CONSTRUCTION & ZOr OPENING NO. CONSTRUCTION TYPE OPENING SIZE SQUARE FOOTAGE SLAT SPAN ZONE (4(interior), 5(end); Pressure (pso EDGE DISTANCE ANCHOR SPACING Connection Type TOP TRACK Connection Type BOTTOM TRACK TUBES,POSTS REMOVABLE BOTTOM ANGLE TOP TRACK ANGLE BOT TRACK LEFT SIDE ANGLE 11-5 A L e a r -r ' Mean Roof Height = a" 30- -f Luc i e-- zrtj.,., T Accordion Type = As -SA lay�� ' I--� a rt56uf. {�. � � C,P- Manufacture- Type J E CONDITION; _ FL 3,3 c _ eZe l° [O` z 3 1 �o° /D" l09 CPP -f �cx/S C.F-t YC_ �OiSCO^e"�'#'R' d _Sn -'C9�e�.'�$,. n 4,.aA �•2 f.'Fd..`�+� �r��•a �.�F O? e",�.L'i PJt_e�.°-t.4� �a^r4i�C.4'a2 �C'b�'�E'.:f eL elf 36 K -75 31 41 31 K If l a5'Klo /41/K//0 Al kGs 4?x x 17 140,e To = Ij 6I -If - fes• `IS S 7k 7� /oC, _ /o6,'2. la qi( 75Fif T7�� (� �l Lf y Lr << Y -Lis.t -` K8 -�(S.z, -�(�.G-�3 J'J- /G l Mo l° [O` v' 1 �o° /D" l09 elf (•� .� TraCSt Tp ]p 311 ^[RGfe 71C�` J` Y iG✓tEi' �N w �O n{j V ��n /G l Mo 'Florida Building Code Online Pagel of SCIS Nome log In I User Registration Hot Topics Submit Surcharge i Stats &Facts Publications FBC Staff 5cissite Map •finks Search OP Product Approval USER: Public User r Product Api2roval Menu > Product or Application Search >Application is > Application Detail FL # FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived N 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 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Bill Feeley Irodriguez@easternmetal.com Shutters Accordion i Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 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 12/31/2017 Validated By John W. Knezevich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code -R7 Validation Checklist - Hardcopy Relceived FL389 R8 COI HV ACCORDION CI NC NHVHZ.Pd Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2005, 2005 2002 1994 https://floridabuilding.org'pr/.nr app dtl.aspx;9-param--wGEVXQWtDqvYYHH2vJVX53Mws... 4/5/2017 k Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/29/2015 04/29/2015 05/07/2015 06/22/2015 Page 2 of 3 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade 3 - (Non-HVHZ) - Drwg 15- Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL389 R8 II A.S.S.A. INC. DRWG.15-086 odf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7" for 35 psf positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086 odf Created by Independent Third Party: Yes for HV3 blade w/o window blade and 8'-11" for 62 psf, 9'-6" 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 1 Only- (Non-HVHZ)- Drwg 15-085 Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL389 R8 II A.S.S.A INC. DRWG 15-085 Ddf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports y Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVl blade, 8'-0" for +64, FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV odf Created by Independent Third Party: Yes -72 p.s.f. load for HV blade for Keystone mountings 7'-0" for +75, -75 p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HVS and HVSA working in unison. See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- COMBO- (Non-HVHZ)- Drwg 15- Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection 084 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL389 R8 II A.S.S.A. INC. DRWG 15-084 Ddf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Created by Independent Third Party: Yes Evaluation Reports FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084 Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy 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 mall 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 emalls 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: ® E qM https://floridabuilding. org/pr/Pr_app_dtl. aspx?param=wGEV XQwtDgvYYHH2vJvx5 3 Mws... 4/5/2017 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5Th EDITION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SWILL BE DETERMINED AS PER SECTION 1920 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (AS.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 ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS 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. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.. AS TESTED. WERE NOT OVER STRESSED. A 33 1T INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS km USED IN THEIR 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 MENTIONED CODE AS PER ATL REPORTS: -HV BLADE 00214.01-03. 00715.01-03. 1004.01-05. $1214.01-05. 00317.02-06. 00609.01-10 AND 00210.01-11 AS PER. TAS -201. TAS -202 AND TAS -203 PROTOCOLS AND ASTM E-1886 AND E-1995 STANDARDS (MISSILE LEVEL D. WIND ZONES 1. 2 & 3) & /1220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE - -HV WINDOW BLADE ® 00505.01-08 AS PER ASTM E-1866 AND E-1996 (MISSILE LEVEL 0, WIND ZONES 1, 2. 3) BASIC PROTECTION ONLY AND $ 0725.01-88 AS PER TAS 202 PROTOCOL 2. HV BLADE (D 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 3. BERTHA H.V. ACCORDION PINS (TLV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE /14x275' AND 014x1.75' RESPECTIVELY, 410 -HT MINIMUM SERIFS STAINLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH AND 180 bi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED 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 k i AND 35.7 ksi FOR 60(15-75 ALLOY. 5. ALL SCREWS TO BE SrmLESS SLEET- 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN. YIELD STRENGTH AND 90 kW MIN. TENSILE STRENGTH. AND SWILL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 6. BOLTS TO BE ASTM A-307 CALVANIZEO STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE a) : 12,13,14.15 AND 20 HV BLADE Q & @ WORKING IN UNISON: 12, 13 & 15 8. THIS BERTHA H.V. ACCORDION SHLITTER SYSTEM BEARS A U.S. PATENT 06'779.582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 05"458,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. R 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 ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONYACT WITH THE BUILDING TO PREVENT WIND/RAW INTRUSION. 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 CENTER60ATES 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 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERT OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE M 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. 1.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SHE 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.ED. ENGINEER SHALL SUBMIT TO THUS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED If. `..fir-. ••.... . - V\cE AREA -1: HV BLADES (1) & GENERAL NOTES SHEET 1 %L C®I0. �T�ENR. � SHEET 3 TE 7F= OF TILLIT TESTING & ENGINEERING COMPANY :: �•.-[" ws5 etw. Sem st, sw. 305. Vacua rva+na+s, n0rm� M Ph ona : (305)871-1530 . Fox : (305)871-1531 a -mall: tat e..D.W.- (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS L E1`�G�`;`�.�``` EB -0006719 WALTER A TILLIT J,. P.E. 7YFY71 1 1a`1" P.E. SEAL%S'TURE/DATE FLORIDA u`. a 44167 TABLE OF CONTENTS AREA -1: HV BLADES (1) & GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE117 AND HV -WINDOW BLADE 6iA (WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A -F, CONCRETE/BLGCK SHEET 6 INSTALLATION DETAILS G -M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTMMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M -R, WOOD SHEET 16 INSTALLATION DETAILS S -X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA 3: HV WINDOW BLADE1nA ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW BLADE n ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.SI.S.AI. American Shutter Systems Association. Inc. 4268 Westroods Drive West Palm Beach. FL 33407 n high Velocity Hurricane 2015 EASTERN METAL SUPPLY, INC. Accordion Shutter System KV. BLADE #1 W/ OR W/o TLV. WIMM BAV)E ;AWING No 15=085 Y. 1»R YwDON M DE 0.454• 6G7 e i' 4.385• 4.657• 4.999• OVERED UNDER �M 7�L9168179 1 HV WINDOW BLADE LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER 3.556' .670' 2-226' - 0 •27Y. 0.072' 0.07 3. 26' ©HV ADJ. FLOOR TRACK QUALIFIED FOR- USE W/ HV BLADE 0 6063-T6 ALLOY AND TEMPER 1.917' 083' 0 .060" 060' 4 R�4 Ly 670 1.686' 35 � 11 HV CEILING HEADER QIFIED FOR USE W/ HV BLADE 1 ONLY SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER MN %MNY MNt 1' I 1' 0.062' QUALIFIED FOR U3E W/ HV BLADE 6063-T6 ALLO AND TEMPER 3OHV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE(D 6005-T5 ALLOY AND TEMPER 3.226" 1.500" 085' (TYP-) n - - 4.897' ( 7)HV ADJ. ADAPTER WHIP QUALIFIED FOR USE -W/ HV BLADE1p 6063-T6 ALLOY AND TEMPER -' VARIES 1' 1.915' Max. m .083' .083' .100 .060' .060' m2ti4 670 3.520 - HV 0'HV HEADER/SILL QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND TEMPER 7 fl- 10 R ALUMINUM ANGLES QUALIFIED F0_k USE W/ FIV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 N ial 2.092' ' COMPONENT A B TI T2 Q 2' 5' MAX. 1/8' 1/8' 18 2' 5' MAX. 0.192' 0.192- .1922.5' 2.5- 7' MAX. 0.190' 0.190" ® 2' 5' MAX. 0.139' 0.131' STATE OF O' •. FLOR1� �� P.E. Ste/fd(j E/DP /1 -ME C ® TILLIT TESTING do ENGINEERING COMPANY 635! N.W. 3616. SL. Sta 305. � GARDENS. FLORIDA W Ph ono : (305)871-1530 . Fax : (305)871-1531 e-mail: bit e..ft - ES -0006719 WALTER A. TBJTr Jr.P.E. FLORIDA Lia 111 441 67 QUALIFIED AOR USE HV BLADE 1 6063-T6 ALLOY AND 2.670' .9W,920 O HV TRENCH TRACK QUALIFIED FOR USE W/ HV - BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER IC QUALIFIED FOR USE 1 BLADE1) ONLY. 6063-T6 ALLOY AND i Y t 2' 0.125' 3' 0.090' ©0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE10 6063-T6 ALLOY AND TEMPER A■S■S■A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 1@ HV RAINGUARD QUALIFIED FOR USE W/ HV BLAD10 E 6063 -T6 ALLOY AND TEMPER CODE(Non High Velocity Hurricane Zon1 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/0 H.V. WINDOW BLADE 1 AWING No 15-085 FOR U3€ W/ HV BLADE& ONLY 6063-T6 ALLOY AND TEMPER T 2� I 27FO _• 1 PLAN `1 FRONT ELEVATION ©7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(DONLY 6063-T6 ALLOY AND TEMPER 1.917 m 063- 214- m � n 0 HD CENTERMATE W1 NO LOCKING ROD OUALJFIED FOR USE W/ HV BLADE 1 & Q 5063-T6 ALLOY AND TEMPER VARIES, 12- MIN. f/4- x-20 SS OR J/6 -a -IB ACEG1 TMIMBSCREKS. (SEE OETAD-) 15 IUFIED FOR USE W/ HV I E Q7 6063-T6 ALLOY AND TEMPE INSTALLATION WILL REQUIRE A7 16' HOLE LED AT TRACKS FOR PROPER E EDMENT �2 FLOATING CE TES* QU ED FOR USE W/ HV BLADE(D& & 1 ONLY 6063-T6 ALLOY AND TEMPER rel ■11 i 1/$-20x1/ 1 4"-20 GIST ,,AT HEAD HOUSIMG ENAAAM 1/4-20 SSM -.BAKED PANTED npEbCDVEMED . (2'T1P.)-- g EL RESS TURNKNOB.318 BRSS CiZJXR NDER a & KEYS (DRDYE (CHROME PLATED) PLATED) ® HV LOCK ® HV EGRESS LOCK - QUALIFIED BLADEQ7 & ®ON Y_� HV QUBLADE 1�& ®ON DR USE Y.� Q ALIFIED FOR USE BLADEIJ ONLY 2.874- 6063-T6 ALLOY AND TEMPER ll� N1.75C N 2.072. 4gym.5' Ko 1.753- Os ®HV MALE "T" LOCK CENTERMATE ns 6- QUALIFIED FOR USE W/ HV BLADE gONLY ®HV FEMALE T" LOCK CENTERMATE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE MONLY 6063-T6 ALLOY AND TEMPER - 6063-T6 ALLOY AND TEMPER ®3 HD CENTERMATE'S INSERT QUALIFIED FOR USE W/ HV BLADE(g& & 0 6063-T6 ALLOY ND TEMPER II11I--- *1/1�1//2"y1- l - 1/a -se 1b-20 AISI 304 ERIFS S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED 250. O.D. 18- PLASDC -HEAD 2 MOLDED To EW m m SCREW _ .360- AFTER RIVETING • 'e 5 BEFORE RIVETING ci S S."THUMBS R4-20 x/ELK 1-/4"0-20 RIVNUT* *SERIES 9444 AUIUWUM (2024-T3 ALM LARGE FLANGE THM .22- SHEET NUISERT. PART / 0620, AS MANUFACTURED BY AVDEL CHERRY TEXTORN. PARSPPENY, NEW JERSEY 07054 OR EOUAL ® HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV W/HV BLADE Qi ONLY. BLADE0 ONLY. -45�L `THUMBTURN CYLINDER OR KEY CYLINDER G.875- Min. ' F 1 L. E C O H . *:• // `� : fr �iF a TICCIT TESTING & ENGINEERING COMPANY $ [y 'a •'. Q•• ^= `� 6755 N.W. 36N. St. SW. 305, VRGNIk OMDENS. FLORIDA 3316 '� .o_•. FEQ{Zy0 r Phone : (305)871-1530 . Fax : (305)871-1531 .....• � a-man:6Tlee.G-LcOm , SSIDN A\- AAAA``\ EB -D006719 ////Hlllll(1111A\\A WALTER A T61R Jr. P.E. P.E. SEAL/SIGNATURE/DATE ��� 4x167 0 BERTHA HVTM Accordion Shutter System KV. IXADE #1 W/ OR W/O KV. WNDOW BLADE REV. No DESCRIPTION DATE DRAWN BY: M.L i THUMBTURN CYUNDER .545- m o 8 OR KEY OD o a a O a16 ISO, TIO `THUMBTURN CYLINDER OR KEY CYLINDER G.875- Min. ' F 1 L. E C O H . *:• // `� : fr �iF a TICCIT TESTING & ENGINEERING COMPANY $ [y 'a •'. Q•• ^= `� 6755 N.W. 36N. St. SW. 305, VRGNIk OMDENS. FLORIDA 3316 '� .o_•. FEQ{Zy0 r Phone : (305)871-1530 . Fax : (305)871-1531 .....• � a-man:6Tlee.G-LcOm , SSIDN A\- AAAA``\ EB -D006719 ////Hlllll(1111A\\A WALTER A T61R Jr. P.E. P.E. SEAL/SIGNATURE/DATE ��� 4x167 1 .125- Max. BERTHA HVTM Accordion Shutter System KV. IXADE #1 W/ OR W/O KV. WNDOW BLADE REV. No DESCRIPTION DATE DRAWN BY: M.L i THUMBTURN CYUNDER 5 SHEET 6 3 OF 20 OR KEY 1.57 Min. CYLINDER 1.78- Nax. ® HD LOC BY REGENT HARDWARE MORRSE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV GLADE O & 0 ROMA Rllll 111NI11 C(111F (Hon Hiah Velocity Hurricane ® 2015 EASTERN METAL SUPPLY, INC. ' F 1 L. E C O H . *:• // `� : fr �iF a TICCIT TESTING & ENGINEERING COMPANY $ [y 'a •'. Q•• ^= `� 6755 N.W. 36N. St. SW. 305, VRGNIk OMDENS. FLORIDA 3316 '� .o_•. FEQ{Zy0 r Phone : (305)871-1530 . Fax : (305)871-1531 .....• � a-man:6Tlee.G-LcOm , SSIDN A\- AAAA``\ EB -D006719 ////Hlllll(1111A\\A WALTER A T61R Jr. P.E. P.E. SEAL/SIGNATURE/DATE ��� 4x167 A. S. S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 BERTHA HVTM Accordion Shutter System KV. IXADE #1 W/ OR W/O KV. WNDOW BLADE REV. No DESCRIPTION DATE DRAWN BY: M.L 1 OLD 11-192 4/13/15 DATE 4/13/15 2 DRAWING No 3 4 15-085 5 SHEET 6 3 OF 20 SHUTTER ASSEMBLY .SCHEDULE FOR HV 1 HV Q HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 4.870"x3/16" THICK NYLON WHEEL 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR a BLADE'S n KNUCKLE w ^ (TYP) 40 Ili � 4 2 7/8' NPL HV WIT CLEAR SEPARATION BETWEEN NING BLADE -7 h13 PENINGS ON 21BEIWE�EI I ' OR ®or ®3 ((SEE NOTE FOR I I I ® i kEaDIREMENTS) , j OR I j HY PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 6 CD OR o � I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIORN ® 0 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR N i E ; EXTERIOR HV 10 BLADE. TYPICAL SHUTTER ASSEMBLY N.T.S. HV PIN 42 OR^�9� AT (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 00,324' BLADE'S KN(SEE BLADE WHEN CORRESPONDING TO INSTALLATION "ll". SHEET 7. REQUIREMENTS) 3 (SEE NOTE FOR g:Tr 9 1 (3) HV PIN ® OR ®3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER O II I 1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, s 9 5 I L SHEETQO ' I! WHEEL CARRIAGE DETAIL N.T.S. ASSEMBLY LAYOUT N.T.S. 1 HV BLADE SOLID & HV WINDOW BLADE DETAILS N.T.S. ZER A. T..��,,,��� �r .0625' .1875'r�W� A BLADE .0625' 8625 ,062595 '. jELTTDN Y—X • •' �10EN •. *.' �IL�EC ac. TILLIT TESTING EC ENGINEERING COMPANY P'.- JJJ(((ATE - rass 30305, IMGNA GARDENS. naREA 33 OF •• N.N. w. SL. s,e. Phone (305)871-1530 . FaK : (305)871-1531 iL DReeaoaalaam ens �RIDP iv . •: sy�Nq� ENG�•``EB-` a- WALTER 0.�0LLR1Jr. PE P.E. �&�61iOURE/DATE FLORIDA u`. g'4187 12' MIN. C TO BLADE ND TYPICAL. HV WINDOW BLADEAkAND POLYCARBONATE HV WINDOW DETAIL * POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 Tf M/9. PROPERTIES APPLICABLE SIAM RD RESULT REFERENCE Eln�ret: SPEC01c GRVhTY ASEM 0792 CA43 IKAo 0.043 u tl' TENSILE NE1D STRENM /SIM DOW 9.400 p,.L 9,500 PSL FLEXURAL STRENGTH AT YIELD ASN D790 I2,SOO P41. 13L400 P -L rLnwra M001A.1 S ASTM D790 340000 WJE 315,000 P.,1. NrorcTmD 000 ASN 0736 15 Fr- t 17 Fr -P! SMOKE DENEW ASTM D2343 472 L043 x WMT RATE OF BLIRNM ASTM DfZ5 C-1 CLASS o-1 CLASS SETT' mManaN ASTM -01029 I040 T BOB •F riFdtflE�4t ASTM 0155 TENSILE STREN IM AFTER ASTM wa 9= P=L 8540 p..1.TDIXE STRESS BEFORE WFA,11�NNC ASN 1� 54fi1 P-.1. 0e80 P� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM AS S Accordion Shutter System ■ ■ ■ ■ KV. BLADE #1 W/ OR W/O H.K WNWN B!" American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 AWING No 15-085 O m®• 16 „� HQA-1(Yi SEE N CONNECTION DETAILS ON SHEETS 10 & 16 TYP. FULL HEIGHT. ® o ®tea 1 / 1 / .0.0. Q®•®. ` 15 • 18 oa 1�+ ®w®a �7 oa TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. *NOTES "ON -HV -LOCKS AND CENTERMATES: 1. MANDATORY CONDITION i1: ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF, SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105. AND FOR INSi TIONS T ANY ELEVATION. HV LOCK �' or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. LOCK, OR MAY L CONIQIBE DESIRED, SED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF CE OR FOR SECURITY PURPOSES, LOCKS TO UP To Two HV C89MMATE:S® LORO ® SHAG BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. oPTIONAL CONDITION D ONLY WHEN bNDATORY CONDITION #I OR �2 IS USFD- O H.V. LOCKS): LOCKING RODS -ARE NOT -REQUIRED AT(1URRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS a OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). S. MAN04TORY CONDfiION i2: ONE HV LOCK ®® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 6 or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO2� CORNER CENTFRMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK CL§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-20x3/4' S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-200/4' ALUM. RIVNUT AS SHOWN ON SECTION WE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 5. MANDATORY CONDITION 0 FOR KEYSTONE MOUNTING INSTALLATIONS- 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 0 or ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO ® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FIAT HEAD SS. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON HV "T" LOCKS AND CENTERMATES: ZNER 1. SECOND ALTERNATE TO MANDATORY CONDITION !1 VALID ONLY FOR HV 'r LOCK AND CENTERMATES ® AN MATE ONE ALTERNATE HV 'T' LOCK i� MAY BEI ALLED IN LIEU OF FIV LOCKS 0 OR 0 FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER U • AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTI7 wxs 0 AND ® W/ 1/4'0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32' WINGNUT OR W/ 1/4"0-20x1" SS.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. *NOTES ON HD LOCKS & CENTERMATES: 1. HUX( W/ HO CENTERMATES (31 OR 3 W/ QA : ONE ALTERNATE HD LOCK (D MAYBE USED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION_ ALTERNATE HD LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK 0 TO ® IS W/ 3 t8 x 3/8' F.H. SS.MS., AND INCLUDES REINFORCEMENT INSERT ® 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 GONPLETELY OPTIONAL tLUHIUA bUILUING GUUL (Non High Velocity Iturricane Lone A.Tl(�� ��,,, © 2015 FISTERN METAL SUPPLY, INC. ........ \CENs� �'�A, BERTHAHVTM 1.r Accordion Shutter System G C ®1 N c . ■ ■ ■ ■ H.V. IA ADE #1 W/ OR W/O FLK WIMM BLADE American Shutter Systems REV. IR DESCPJPBON DATE DRAB BY: ML TILLIT TESTING & ENGINEERING COMPANY flL STATE OF a sass H.w. 368 SL. S1 305. VIRGM GARDENS, nOROA 331s Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 -- Ph me : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No W: Lin—a-L... West Palm Beach, FL 33407 3 "'s, a D3-0006719 15-085 ER WALTA.Rwr a. P.E 7jrr r \71` FLORIDA LIc f 44167 5 SHEET P.E. SEZC411 l 5E/DATE 6 5 OF 20 CRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK POURED .(SEE SCHEDULE ON REQUIRED 1/4"0-20x3/4' S.S. POURED CONCRETE CONCRETE REWIRED 13) _ CONCRETE ANCHORS MACHINE SCREWS W/ 1/4'-20 REQUIRED CONCRETE ANCHORS 9@-80-- (SEE MWMINO®oN SHEET (SEE SCHEDULE ON SHEET 13) NUTS ®t2" O.C. (SEE SCHEDULE ON SHEEr 13) 1' 1� Min. 1/4'0-20x3/4" S.S. Win• Q- MACHfNE SCREWS ___ EQ USING 1/4"-20 NUTS 2• 0 12" O.C. E D.4 /2'ne"ra .250' Max. __ 13 a+ 5 --- 13 . O I .250' Max. DA D. i i Max. I OPRONIILPnONALi i IsO E♦ i OR - MIN. SEPARATION TO G.11 ON SHEET1 I�NGr(SEE SCHEDULE GLASS MIN. SEPARATION TO GLASS1 r(SEE SCHEDULE ON SHEET 11) IXLSTINC GL�—II I r © HV WALL HEADER INSTALLATION QA HV WALL HEADERSTALLA 0 BQ HV WALL HEADER INSTALLATION + KEYSTONE ISfINGMIN. ' SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 11) 1 ♦ --q)OR i 7 I 1 Ta cum(� SU�rE ON ` n FOR RADE 0 r MW. SEPARATION TO GLASS I i (SEE SCHEDULE ON SHEET 11) my GLLASSGJ i 9SH1T 19 FOR AOtS®ap IQ y IXISTING i OPTIONAL �RGy(j n ecg_. �n' D. i 11 I7 OPTIONAL 1 1/4" Max. - 13 aR 15 D. i n i i i /2" - -- 19 3 OR12 --- TEE' - OR® -- - 1/4'0-20x3/4' S.S.EQ /� R 1 $ PHIWPS TRUSS HEAD MACHINE SCRElYS USING 4'0-20x3/4' 5.5. PHIWPS CONCRETE ANCHORSUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON ONCRETE ANCHORS 1' 1/4'-20 NUTS ® 12' O.C. W/ t/4'-20 NUTS ® 12' O.C. POURED CONCRETE SHEET 13) ON SHEET 13) Min. OR CONCRETE BLOCK CO POURED NCRETE OR CONCRETE B WALL I R - NCRETE ANCHORS (SEs SCHmULE ON REQUIRED OF HV WALL SILL INSTALLATION OD LL S IN L T O POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED O HV WALLSILL INST LLA ON INSTALLATION DETAILS W/ FOR TYPICAL SH • E D. - EDGE DISTANCE SEE LIMITATIONS OF USE ��\ �J`, H B LA D E ASSEMBLY-SEESH 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) \ L / Y IN ANY WAY TO SUR ANA' INSTAUATION. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1LIIILT7Lr 2015 EASTERN METAL SUPPLY. INC. ````\`P�,`��.•:•./�C/� / �� �.• BERTHA HVTM ��GENs� .,9 % s =L I E C O A, ■ ■A■ Accordion Shutter System MADE /� *_ American H.V. BLADE #1 W/ OR W/O H.V. WNDON DATE 64/13/15 .p; !S A�F - '. TIWT TESTING k ENGINEERING COMPANY 6367 36N. Sl, St, 30.1, YDIGaGI WIDENS, RjDZ 1]16 lncsfiems AssociatlonxShutter 1 OLD 1M1P-7JON 792 4/13/15 onATe •: (VQ` ' N.N. PAane : (305)671-1530 . Fax : (305)671-1531 4268 Westroods Drive 2 DRAWING No � F `` ,- d: Nlt.-O.W.— West Palm Beach, FL 33407 3EB- 15-085 �ONA 11�; `G of WALTER P-ORO�OLLI7T'Jr. P.E. 5 SHEET P.E. SEALJS�RATURE/DATE ua 9 �'� 6 6 OF 20 wlmsine ' tI O SHEEP 15�LE 0 1/40 11W BUILDEX TAPOON W/ w � tt) O I POURED CONCRETE ANCHORS I SPARAIIDN ♦ I 1 OR ® 1 i uw, sEPwito, 1 CONCRETE(SEE SCHEDULE ON SHEET 13) I �( I EXISTING i AX. t.(. MASCHEDULE p yy I I . REQUIRED _ EDGE OF —I 11 FVt I9AOE lOxn - - G��' . may. s. _ aEzr it)SLAB I G I I _ IF D. APPLICABLE EXISTING RN t sEa It FDR I a,•usme,® la 4' Ol. FOR SPANS LARGER THAN TLVIr FNER ALTERNATE I EXISTING ✓ ANCHORI LOCATION I T I I i i i GUISS u 1 1 O6 13 OR 1$ t I 3/a MIN. 810.3/4' HEX WASHER HEAD TEK SCREWS 0 12' O.C. R I I I EDGE OF I ©+ ] I 3/8 N. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) i 8 SLAB IF APPLICABLE 3 OR 1$ II I 410.3/4' HEX WASHER HEAD EDGE OF EXISTING GLASS—'SLAB. I I i i EDGE OFA I 1/2 II' 1 EDGE OF SLAB IF APPLICABLE p, MtL SEPAFA ai IF APPLICABLE I •0• 0. APBLE POURED , POURED FLAT HEAD CONCRETE ANCHORS _ TOGLASS.(_ _ __ — — _ _ __ _ __ __ - _ __ _ _ _ _ _ _ _ __ _ _ _ __ _ _ _ _ __ _ _ _ _ ._ D._ —___ _ CONCRETE _ - -(SEE-SCHEDULE ON SHEET- 14) —I tEg Q ®� ♦ POURED 1 OR ® i i I REQUIRED FLAT HEAD _ CONCRETE ANCHORS REQUIRED I oN sit>:r tg FLti soap CONCRETE REQUIRED 0. 6 +O 3 0.A—� (SEE scRE00�bR'SRe 4) I1 .TRENCH INSTALLATION ' - I I i 1 4 Mass. - i, :.,: , • i •: USING t 40-20 NUTS / -i o 12' O.G VALID ONLY FOR UP TO +70, -75 PSF A.S.D. (SEE SCHEDULE ON IHV WALK—OVER NSTAL DESIGN PRESSURE RATING &FOR SPANS PER HV FLOOR INSTALLATION t •• SCHEDULE #3, SHEET ,1 © HV CEILING INSTALLATION SHEEP 14) 17 oR 18 1/2' 1• 17 R 18 . , .!. :: ..: 2.00' lJIN. ''•1 CONCRETE ANCHORS N IDMNG Mw. gFJWuoN wlmsine ' tI O SHEEP 15�LE 0 1/40 11W BUILDEX TAPOON W/ w � tt) O I (s¢ I oN srEct io I EXISTING ---I ADVANCED THREADFORM TECHNOLOGY OR 1/4 POWERS I 1M/EXISTI I EXISTINGGLASS GLASS GLASSm �(I SamWFO41EET I) GLAS) S9mNuNtTEp0 FASfE ES TAPPE+ ANCHORS W/ 1 3/4AN. EMBEDMENT ♦ V AX. tN4l1 (5YtfK wtt) I aC FOR UP TO 6'-0' SPAN AND 1 I G I I I I I I i 4' Ol. FOR SPANS LARGER THAN TLVIr FNER I 1/4' 1 SEALANT AST FAs I 1101 u On I R I I I I I MA%. l (11P.) (4F NOTE 11 ON SHEET 11 TPR 3/8. 1/2` 3 OR 1$ p • I 410.3/4' HEX WASHER HEAD E• s MAX. i W t l i g I uw. t I TEK SCREWS CONT SFA1NiT 14x3/4' HIX HEAD I i •3 1 8' i�-- a 12` O.C. 1 8` 8 i i I 1 I 1 i i I ��}.•. io 1/4'0-20.3/4' S5 MS TIX SCREWS a 9' O.C. OR 1/4'0-20 SS. M.S. CONCRETE ANCHORS ^ - --- _ _ 1 6 +O 3 #14x3/4' S.D.S. / ®9' O. C. _ -- - I I i 1 4 Mass. - i, :.,: , • i •: USING t 40-20 NUTS / -i o 12' O.G W/ NUi a 9' O.C. i (SEE SCHEDULE ON 1;5 •• ', I __—_— 4*-----_ SHEEP 14) 17 oR 18 1/2' 1• 17 R 18 . , .!. :: ..: 2.00' lJIN. ''•1 EXISTING NON STRUCTURAL :: WALL TRW (OEcow17NE I I ) I EDGE OF SLAB IF 14x3 4 F.H. S.D.S. 9 / � :.•• E:D: 'r, :., .: r , i SRL) r F, IIs 1 1 7/8' {, I I 1 7/8 APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) POURED CONCRETE k REOUWm O POURED CONCRETE (SEE SCHEDULE ON ON SHEEP 1 POURED CONCRETE SEENOTE13(b) ON SHEEP 1 p, OR CONCRETE BLOCK SHEET 14) REOUIRED OR CONCRETE BLOCK REQUIRED ®KSTONIOUR�IRNG64INSTALLATION oPnonA POURED CONCRETE HV 0 HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MaxonuM SHUTTER SPAN B' -a' R(:OUIRED HV RNGUARD INSTALLATION t NOM, t THIS INSTALLATION SMALL BE NOTE FOR COMBINATION OF SECTIONS: 1— SEE SHFEf 4 FOR TYPICAL SHUTTER tREMOYABLE E. D. =EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) WHFJ1 PERFORMED ADJACENT TO AN OPERABLE IT OR ENTRANCE ♦ SEE LIMITATIONS OF USE FOR BLADE OA ON SHEET 19 INSTALLATION DETAILS W/ O HV BLADE - ASSEMBLY 2- MOUNTING SECTIONS CAN -BE COMBINED CODE High Velocity Hurricane Zone IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING (Non 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM IL E G O �N�. A■S■$■A■ Accordion Shutter System _ FLY. RAM #1 W/ OR W/o RV WINDOW BADE American Shutter Systems IEV. W DESCRIPTION DATE DRAWN BY: M.L. o'• STATE OF TILLIT TESTING & ENGINEERING COMPANY SL. 30. VLMNIA GARDENS. FLORIDA 3316 Inc. 1 OLD 11-192 4/13/15 DATE- 4/13/15 ::�`Association, • 6755 R ••� N.W. 3615. Ste. Phone : (305)871-1530 . Fax : (30.5)871-1531 4268 Westroads Drive 2 DRAWING No ,t•' `:� a a: ulteaa®od.aola EB -00067,9 West Palm Beach, FL 33407 3 15-085 WALTER A. TILLR Jr. P.E. FLORIDA LIa. j 44167 SHE7 P.E. SF�LfSI�NA�IURE/DATE 6 OF 20 SEE END WALL ECTION DE ETS 10 A IS SEE NOTES ON LOCKING RODS ® , HV LOCKS Q or 0 OUT 90 IN r INSTALLATIONS W/ 1 HV EXISTING GLASS ** 5. E DETAIL MI LOCK ® VALID FON OR ALL BLADE W HV CENTERMATES CENTERNATEs APPUCAnoN WITH BLADEQI -G -©. OR ONNECTION 3 . @-6. ®° EXISTING GLASS DETAILS ON SHEETS 10 & 18 ' Q+O+Qa,©+O+®aR ---------------------- —� 1 ©+®�Q+®�®+®�---------------------- 2•x2'x1/Bk0'-z' I 3 1/41 7• 6 1/21 71 (6063 -Te Aunty ALUM. ANGLE W/(2) 1/410 TAPCDN —1/2- ANCHORS To CONCRETE I ©' ® OPPOSING CENTERMATES SYMMETRYCAL CENTERMATES MIN. SEPARATION (TDP/BOTTOM) h (4)110x1/2' sMs. ro TU _ - jlOx3/4' S.A.S. ® 12'- D.C. flTLL 1FrrcHr. W/ -HV -LOCK or o - - - �-y� W/ HVHV-L0 X� sE�scll�UlE (SEE AT EACH ANGLE Mr) i " 5 ®°° * 35 * 3A*3 I N5 SHEET 11) _ 901/21a 2• ouT ®« HVA HVB ©°p®aa©+Dan®m)Q +®aR CTASS POURED CONCRETE OR rEXISTING REOU ED RI.00K WALL snNc '®°'�'®�®'®� I SYMMETRIC -- *--- — 6 7 6 MIN. SEPARATION �'�'©� �'® 8 8 �+ s * 19 + 5 N-EXsnN _J 1 IN CENTERMATES 6 * + g « 1 + g , g + 7 Q TD CLASS TJ © O © O O Q (SEE GLASS � ®+® m W/ HV LOCK fi pPNmaloR) SHEET 11) ON SHEEP 11) MIN. SEPARATION ®w TO GUSS (SEE SCHEDULE I N OPTIONAL (INTERIOR) * 3 _—_—_—_ - _—_—_—_ —_—_—_—_-- ON SHEET 11) 0 U T CONCR(TE __ 1 1 ANCHORS e -- ----- ---- �w * 1 1610.C. 1 5 0- 3 VARIES 3 o m® O U T 6 1/2• MAX STACK OUT * (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone OwIA ''��- lrr<C1 x ER m 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM .` F�' • 'CEN v Accordion Shutter System _ I L E C O i N ■ ■ ■ ■ KV. RADE #1 W/ OR W/0 KV. WNW RADE TIC: ��•*= American Shutter Systems Association, Inc. TILLIT TESTING &ENGINEERING COMPANY EY. DESCRWTION DATE DRAWN BY: N.L. 1 OLD 11-192 4 13/15 DATE: 4/13/15 -O : STATE OF i,� FLDR`pP,:���` 035' TI.W. l6lx. Si. Ste. 343, . I- : (0FN5, 1-151 3SI6 Phone : (305)871-1530 . Fax : (305)871-1531 a-maRine719.aam 4268 Westroads Drive West Palm Beach, FL 33407 2 i DRAWING No 15-085 '•••• 1• Q1v .o s/�A �� ``� r 0 �PAIr WALTER A.MOCIff Jr. P.E. FLORIDA UG 1 44167 s SHEEP P.E. P.E. 1 iChiE DATE . 6 8 OF 20 ALTERNATE INSTALLATION W HV 'IT" LOCK 0 V O 2015 EASTERN METAL SUPPLY, INC. MALE FEMALE "T" LOCKS CENTERMATES 8 Taj & I.�■ TATE OF : Q '�' LOCKERS W M HV BLADE Ph. na (305)871-1530 . Fax : (30.5)871-1531 , OLD 11-192 4/13/15 DATE: 4/13/15 aol.crom 00067 1 SEE END CONNECnON DETAIL ON SHEETS 10 k 1e P.E. INSTALLATIONIn HHV BLADE oUT w '?�,_°V"W ` LASS BIADEODSLACK DETAIL HW. NOICATED ON SHEET 0, W/ HD CENTERMATES w 6 • 7 w 8 w 1 AS WELL AS UNNETcnL FLDANNG BIADE CD DETAIL HDO-HVO . INOICARD ON THIS SHEET. WWH BE USED H THIS ALTER SEE END WALL CONNECTION— 0 • + ®w®'®°"® ®w IN51ALLATION DUAIL RIG SHOWN IN THIS SHEET. DETAILS ON SHEETS 10 h 18 W/ zt t{a'� T,wGrma/4Krol °/eortau (txKa-ra AIEDY) Awak5l w« 35 * � 3ANGLE p k Ar Fna+ ANIiE 0>P)1 LTUaE sAls o 1z' cnAL*�(4) "T" 3aPwwWm IN r H.ve�I^I � ` J / 30 HV V, PINS MP.) g T,/c n)s (rm•) a a V b/e• z �'/a' a/a' SEE NOTE F FOR NV LOCK® r LOCK, ON SHEEr 5. t SERIES 9444 ALUWNuv (2024-T3 ALLOY) LARGE FLANGE THN SHEET HUISERr. Petr / 082O. AS MANUFACTORED BY AVDEL CHERRY TEXTORN, PARSIPPENr. NEW JERSEY 07054 OR EQUAL OUT 2 1/4" 0-20 x 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. ©0 HV "T" LOCK (OUTSIDE) HVG* vtDe•I w (LwTwNAq HDB—HVB OUT HDC—HVC SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES W/ a LOCK (EXTERIOR) W/ at LOCK (INTERIOR) HDD—HVD** FLOATING STACK * SEE NOHES ON LOaONO FNOS © a k0o) Lo— m WIFE: a ** IF4VEISAL RDAMI MADE® OFTii N00-kM IS VIID FOR AL1 CWORwO 5 APP DONS WIN WOOD FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A, k • ���`/ �* I.�■ TATE OF : Q '�' TIL TESTING k ENGINEERING COMPANY aass N W. 3Mh. SL. SW 305. VIRGINIA GARDENS. FTDDDOA 33 �•� • Ph. na (305)871-1530 . Fax : (30.5)871-1531 , OLD 11-192 4/13/15 DATE: 4/13/15 aol.crom 00067 1 �SAM7S'I(;i�ATURE/DATE WALT71LDrJr. P.E P.E. U. /µl87 * SEE NOHES ON LOaONO FNOS © a k0o) Lo— m WIFE: a ** IF4VEISAL RDAMI MADE® OFTii N00-kM IS VIID FOR AL1 CWORwO 5 APP DONS WIN WOOD FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A, Accordion Shutter System I.�■ IAV BLADE #1 W/ OR W/O KV. WNDON BLADE American Shutter Systems N, DESDwPnw DATE DRAWN L Association, Inc. , OLD 11-192 4/13/15 DATE: 4/13/15 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 15-085 POURED CONCRETE OURED CONCRETE POURED CONCRETE OR POURED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL. REQUIRED REQUIRED �EXISTING ..GLASS -_ _ - - .... .. .... - .. --EXISDNC-GLASS -EXISnNG GLASS MIN CONCRETE ANCHOR EXISTING GLASS _ ® 16' O.C. _r - MIN. SEPARATION - 1 2' MIN. I TO GIAS (SEE AIN. LASSSEFARATMN(SEE t ADN. SEPARATION I AGN. SEPARATION 5(31EDLLE ON SHEET TO GIAa'S (SEE i TO C1AS5 SEE EO 1 EQ TO GLASS (SEE 11 FOR BilAOE OAN D SCHEDULE ON SHEET 1 1 Cnx:lx, L ON SHEET SCHEDULE ON SHEET 1/16"x3' MAX. ON STET 19 FOR 11 FOR BADE(DAND 11 Pott 9AD£pAND 11 FOR BLADE (DAND (6063-T6) CONT. BLADES (D & (a ON SHEEP 19 FOR 1/2 - ICU /2' / =01- En N SPIFFY 19 FDR ON SHEET 19 FOR ALUM. CLOSER / 1 eLAnFsO& pn I —h a 01 - ICU S DE I BADE p & ® PLATE. (LOCATE 1/2 OF O) AT EITHER SIE MIN 1/2" MIN. �) I a USE 1' OR 2' MAX. 10x1/2' S.M.S. (AS APPLICABLE)x2'x1/8'x0•-2' Oxt% •. _ _ _ _ _ _ _ _ _ _ ® 16* OC I- -- _ _ _ _____ - _ALUMINUM i 6" 0. _ 4 / (6063-T6 ALL(Y) AT MIDHEIGHT 4 ` -Al (1) B1 0x1/2' S.M.S. TO®& (2)1/4'0 TAPCONS ANCHORS TO SEE DETAIL X FOR®� WALL AT " O.C. (LOCATE AT 5 SIDE CONNECTION I OR EITHER SIDE OF@) I OR I OR ®' SEE DEFAIL X FOR jOR� TO TRACKS SEE DETAIL X FO si SIDE CONNECTION ®°A©•�0°8 0 •®a SIDE CONNECTION ®m©•�®® �O •®m ®a®m 6 7Qa 8 f0 •®m TO TRACKS a 6 7 m 8 0+®m f0@®m©•�©•®a TO TRACKS 10�®��•�©•©a ®•®a©'�©•®°` 10®®"©•®m©+®a ©+7O •©a©•O7 •®m 6.Oj +©a©.7O•®m ©•Q•©m©�•�•®m ©•Q.©m©•0+®a ®. m • w8•®m _ ®.®m®+®m©•®m,1�, ®.1�m1©•�BMV+©a ®•®a1©•®mO8•©" 8•®"®'®a a®+® ®•®a®+®m1®•®mL7'® ®•®a®•®�•®mp.® p•®a®•®m�•®ap ® END CONNEC 0 DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIL 10 END CONNECTION DETAIL 2Q - .Y• REQUIRED ONLY FOR SPANS GREATER T}I/+N 12'-0' POURED CONCRETE OR EXISTING 4 CONCRETE BLOCK WALLEXISTING GLASSA REQUIRED GLASS 4 - - - - - - -T - - - - NK SEPARATION ------ To GU1S5 (SFE ON SHEE7 ASN. SEPARATION DSEE 8 L—_—'_—_ 6 OR®OR@OR 1SCHEDULE1 FOR BIADE pPND CONC1/2" MIN. �TO GLASS (T ON SHEET 19 FOR ANCHOR ® - 11 FOR BADE pANDBLADEI OR OR OR I CONCRETE 'p& (91 12" O.C. 5 BLADES p&ON SHEL7 19 ® ____ _ OR(g ANCHORQ ® 16" 1 2" MIN. 4 O.C. t _ ILK MIN. _ ___ --- EQ 6 OR®OR0OR 2" MIN. 2' MIN. SEE LIMITATIONS OF USE FOR 5 d OR VIEW Y BLAME ®ON SHEET 19 QOR@OR(9OR(9OR� ®' PLAN DETAIL X POURED CONCRETE OR ©��a©•Oa© 1D •®a ,D.®ap.®m®+©w END INSTALLATION CONCRETE REQ©•O•®a©•O•®a n HV BLADE OR I HV WINDOW BLADE INTO UIR ©O ©a©O ®a ®•®m®•®w®.®m CONCRETE OR CONCRETE BLOCK WALL. ®•®ate'®m®+®a O•®m®•®a®•� END CONNECTION DET IL ®®a0 ®mom Om4 ® END CONNECTION DETAIL© ap ® FLORIDA BUILDING CODE Non High Velocity Hurricane Zone , © 2015 EASTERN METAL svPPLY, INC. AT,,,,. BERTHA HVTM ............ S Accordion Shutter System L E C ®t N C . ■ ■ ■ R.V. BLADE #1 W/ OR W/O HV. WNDM BLADE American Shutter Systems . N FS DCR"ON DATE DRAWN BY. 11.1. • TIWT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 = STATE OF 6355 N.W. 36th. St, 51.. M. VMM GARDENS. FtDRO3A 331 4268 Westroads Drive 2 • Phone : (305)871-1530. Fox : (305)871-1531 DRAWING No OcF%. ORIO •���`� e-mm®m�s719 V..I m West Palm Beach, FL 33407 3 15-085 ...........p` WALTER A TRUT J, P.E. 4 _���'''� NAL„1;`.�_ •—.— FLORIDA Lie. 0 44167 5 SHEET -- -_ SCHEDULE #1 MAXIMUM SHUTTER SPAN* "L+" OR 'L-' (fFALIONS r C . CENTER(3}1 or � W/ ONE N.V. LOCK ® or ® or or HD LOCK ® W/ -NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV i LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES t.tt MAlmuuu A= DESIGN PR69AiE RATING (v a T) n CONCRETE & WOOD INSTALLATIONS 0 WALL MOUNTING FLOOR/CEIUNG MOUNTING L f (ro- L - ml L+ (0 L - (ft) 30 OR LES 16'-0' 16'-0" 16'-0" 16'-0' 35 14'-10' 14'-10' 15'-2" 13'-10" 40 13'-1.0" 13'-10" 14'-2" 15'-2' 45 '-1' 13'-1' 13-4 1 ' 60 11'-4' 11'-4" 65 3'- " 12-11' 60 1 V-4' 11'-4" 11'-7' 12'-4' 65 10' -to' 10'-10" 11'-1' 11'-11" 70 10'-6' 10'-6" 10'-9' 11'-5' 75 10'-1" 10'-1' 10'-4' 11'-1' 80 9'-10' W-10' 10'-0' 10'-9' 85 9'-6" 9'-6" W-9" 10'-5' 90 9'-3' W-3' 9'-5' 10'-1" 95 9'-0' 8'-9" 9'-2" 9'-10' 100 8'-9" 8'-4' 9'-O' 7'-5" 1058'9'-4" 145 150 110 e'-4" 7-7' 1 8--7" 9--2- 115 a'-2' 7'-3" 8'-4" B'-11' 120 8'-0' 6'-11' 8'-2' B'-9' 6'-7" 4'-9" 6'-E" I __O" e' -5"T-8" 185 6'-5" 6'-5' 7'-10' 8'-1'7'-7' M127'-10' 195 6'-2" 7'-9' 7'-9'7'-5' 6'-2' 4'-2" W-11" 7'-7' 7'-fi' 145 7'-3" 5'-9' 7'-5' 7'-3' 150 7-z' S'-7" 7'-4" 7'-0' 7'-0" 5'-5' 7'-2' 6'-9"60 JE155 5'-2' 7'-1" 6'-7" 165 - 6'-10' 5'-1" 7'-0' 6'-$ 170 6'-9' 4'-11' 6'-11' 6'-2' 175 6'-7' 4'-9' 6'-9' 6'-0" . 180 6'-6' 4'-8' 6'-8' 185 6'-5' 4'-6" 6'-7'190 6'-4' 4'-5' 6'-6' 195 6'-3' 4'-3' 6'-5'6'-2' J-6 4'-2" 6'-4205 6'-1' 4'-1" 6'-3" SCHEDULE #2 MAXIMUM SHUTTER SPAN* "L+" OR "L-' (ft.) FOR INSTALLATIONS W/�QppI4G, ONE HV LQM;jOCK or ® Or W/ NO LOCKING RODS (SEE NOTES t it) wnuw A10. OEM CONCRETE & WOOD .I t TIONS PRESVRE RATS WALL MOUNTING & FLOOR/CEILING MOUNTING L + 30 16'-O' 1 16'-0" 35 - 14'-f 0" 14'-10" 40 13'-10" 13-10" 45 13'-1" 13'-1' 50 12'-5" 12'-5' 55 11'-10" IV -10" 60 11'-4' 11'-4" 65 10'-10" 10'-10" 70 10'-6' 10'-6" 75 10'-1' 10'-1' 80 W-10' 9'-10' 85 9'-6" 9'-6' 90 9'-3" 9'-3- 95 9'-0' W-9" 100 8'-9" W-4' 105 8'-7' 7'-11' 110 8'-4" 7'-7- 115 8'-2" 7'-3' 120 8'-0' W-11' 125 7'-10' 6'-8' 130 7'-8' 6'-5' 135 7'-7' W-2- 140 7'-5" 145 150 7'-2" 5'-7' 155 7'-0' 5'-5' 160 W-11' 5'-2' 165 1 6'-tD' 5'-1" 170 6'-9" V-11' 175 6'-7" 4'-9" 180 6'-6' 4'-F- 185 6'-5" 4'-6" 190 6'-4" 4--5- 195 6'-3' V-3" 200 6'-2' 4'-2" 205 6'-1' 4'-1" p TIL —meq �r 0".. ALOR70?. SCHEDULE #3 MAXIMUM SHUTTER SPAN*"L+" R '"L-" (ft:) INSTALLATIONS "- W WOOD Bc�W/ ONE HV LOCKS OR W/ NO LOCKING ODS M. N. 0, P. 0, (VALID FOR MOUNTING Q R. S. & V. SHEET 7) MAXMDM CONCRETE ASD, DESIGN INSTALLATIONS Pip FLOOR/CaUNG MOUNTING OROR -) FLOOR' ALL MOUNTING L r (0) T L - (R) 30 16'-0" 16,-0' 35 15'-2" 16'-10' 40 14'-2" 15'-2' 45 13'-4' 14'-3" 50 12'-3' 13'-1" 5 55]- 11'-1' 11'-11' 60 10'-2" 65 9'-5" 10'-1" 70 W-9" 9-4' 75 - 8'-9" INSTAL I AT10N I ECEND MINIMUM CONCRETE & WOOD ASTM E-1996 MANSORY ^�-=- WALL A, 8, C, D, E. M. N. 0, P. 0, MOUNTING F, K & L R. S. & V. FLOOR/CEILING G, H. I, Il, J T, U. W & X MOUNTING & M 0 MAXIMUM SHUTTER SPAN 'L+ OR "L-' FOR INSTALLATIONS INTO WOOD SHALL BE -LIMITED 70- 105 psf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENIERMATE g3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION J2 NOTE J5, SHEET 5. 't'1•EXCEPT THAT MAXIMUM SHUTTER SPAN "w OR "L-' AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.s.f. AND 8'-0" SPAN, SEE MOUNTING MOON SHEET 7. SEPARATION TO GLASS SCHEDULE 1Q HV BLADE MINIMUM WIND ZONE ASTM E-1996 SEPARATION ^�-=- TO GLASS 1 THRU 3 1" 1Q HV BLADE AY S , S .A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM -ALLOWABLE . SPANJS EQUAL TO THE. MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE AS.O. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Is-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 11+. "Lz+", 'LI-' AND 'L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR Hon High Velocity Hurricane 2015 EASTERN METAL SUPPLY, INC. _ Accordion Shutter System H.V. NIDE #1 W/ OR W/O H.V. WINDOW BLADE AWING No 15-085 /�lEC®„a�. TILUT TESTING & ENGINEERING COMPANY 6755 N.W. 36Th. St. Ste. 305• VIRGINIA GARDENS. NAROA 33 ^�-=- Ph— : (305)671-1530 . Fa:: (305)871-1531 4i a-ma01 600067Dad.com � � 19 wWALTERRA. A M67wr dr. P.E. FLORIDA U.. 0 44167 AY S , S .A■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM -ALLOWABLE . SPANJS EQUAL TO THE. MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE AS.O. DESIGN PRESSURE RATING: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Is-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 11+. "Lz+", 'LI-' AND 'L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR Hon High Velocity Hurricane 2015 EASTERN METAL SUPPLY, INC. _ Accordion Shutter System H.V. NIDE #1 W/ OR W/O H.V. WINDOW BLADE AWING No 15-085 Q-A . :..e: , Im .al •: 11 MM -1:721 z � L i :111 :1� :.��•:: '/.1. ,• JI. 11' �: •� :il �: hen : it SER oQ 11LIE •/l �7k_ COMPANY TILLIT TESTING & ENGINEERING p'•, STATE OF 630 R.W. 36th. 5L. Sb. 305. MGM WRENS, LTDRIM 33 (305)871-1530 . Fox : (305)871-1531 ¢—m all: tijt..4p..L_. �RIDP • i( E8— 6719 WALTER A. TILUT Jr. PX E. S� y�&IQN141 RE/DATE ,r mmQ�mmO©' M®©' EMI ®' mmmoovovmmmomovommmooavommmomoom®mmn000nmmmmmmmm �®mm00000mmWoodvommmoovvommmovoaoommmonnomoommmmo® mmm000v©mmmn0000mmmvovvvaltmmvovm©mmmon000mmnmmmmm mmta0taO0[it mm000OOta mmmO0ta0[�®mmta000o 0m0000ta0Ommmmmm� mm0000O00mm00O000mm0O000�m0pODOOmm�Q00®ommmmmOmO 'mm�000mO0m000O[�Ommmt000000m0000vommm0000000O�O�m© 0mma000L1mmmOta00��m�DO0000mm�O0mtammO�OdOOmmmmmmmm 0mm000ti�Ll tamt�001700 mmm00ta00 �mm000oo �ImOODODO Ommmmmti�t� mmmnnn®mmmmvonommmm00000a�mmomotaommmommoommmmmmo© tlifmtt•�' C310393 IIEZ11110®�®m�tT7��0®m�mmmm�� ' mmmommoommmnonmoairmmvv>vo©®moron©saommmou000mmmmmo©o mmmonnne�mmmnmm�®mmmonnommmm000vommmon®oommmmmm®o mmmnnm©ommmono®ommm0000lommmm0000mmmmm©oommmmmm©o mmmnnmoommmmoo®ommmnnnnommmnnvoommmonnnommmmmmmm •mmmnn©oivmmmvonoommmnnommmmmnm000mmmo®000mmmmmmom mmmonnoommmvonoommmonnnmmmmo©evommmonmoommmmmmmo arrmmoovov mmi��onm©o mmmnonno mmnta0000 mm c,�mm000 mmmmmo©o I'mmmom000mmmron000mmmvov©ommmm0000mmmomovonnoom©mo ®mmnn�aoo mmwonm©o a�mmoonvo mmmnoovo mm►uvn000 mmmmmmmm mmmo®�oommmoa[�0ommmvoovommmoovoommmm0000000mo©oo �� mmmnm©Diol mmi�ivnmoo mmmnn000 mmv00000 mmomm000 mmo®®moo Iola mnm000mMUMM®ovmmmoovool®mmoovoommmoo©oommmmmmo© j°mm0m©ootammmn0000mmmonmvommm©0000mmmv0000mmmmmomo mmm000vot mm�anonota mmmvonoe mmm000rao mmm®mvoo mmmmomoo mmmm®000mm��om000mmm00000®m0om000®mm©0000mmmm0000 ®mmmv000mMMA02000mmmnnovommm©00000mmom000mmmmmmmm �mmmon000mmmnvovommm000vomm©oovoommomv000nnom®000 mmm©®000mmmom000mmmv0000mm000veaoimm®00000mmm®®000 " mmm©m000mmmnm000mmmnoraetrammotaoevommmmneoommmmmmmo mmm©oovommmv©000mmmon000mlm©0000�m�om0000mmom®moo mmv®©000mmmo©ovommmonoovmmoovolot 0th®0000vnmmm©000 ®mmv000eommm00000mmm00000m0000000mm©voovommmo®000 'mmv00000mmm00000mmm00000infa0000voimm000000mmm©omoo mm000000mmmov000mmme�ovoommn00000mmm00000mmmmmo®o mmmovooeammm00000mmm00000lmm000000mm000000nmom®000 EMO 00000mmmoovoo Kum mm00000mmv00000mmmoovoonnnnno©o ®mHE mm©00000mmmoo�oommm00000�m ov000�mm00000000©0000 mmov0000mm000vosamm00000vomv00000vm®oovoommmm©000 mm000000mm000000mmov0000mm0000ivommoe�0000mmmmnmoo 'mmv00000mm0000vomm000000tim®000000mm000eoommmo®000 mmv00000mmov0000mm000voom0000000immv00000mmmm0000 mm000000mmoov000mmovv000mvo�00000®m000dotammmmm000 �mmoosaotaomm000000mm000000vv0000000n000000mmom0000 m®000�vommvvoo0ommvovoov�oovov®o�ovoovoo�n©Doone m000v000moov0000m0000raoo®ov00000m0000000mmmoomoo �mv0000vom0000000mr0000000m0000000movosa000mm®©DooO m0000taaoomoov0000moota0000v000v000vovv0000mo®®©000 m00000taomoov0000m0000000m0000000m000v000mm©00000 t�00000vom0000000m0000000v00000vov00000000m®0000 moovsvovram000vvoomv000000m00000vomvovovoommmmm Ron � moorra0000 m000000o m000000o uta0000rao v000taavoo mmo®0000 moov0000moovoovomi0000000m000vovom0000000mom00000 A. r1l!/T''.,� 11LIE •/l �7k_ COMPANY TILLIT TESTING & ENGINEERING p'•, STATE OF 630 R.W. 36th. 5L. Sb. 305. MGM WRENS, LTDRIM 33 (305)871-1530 . Fox : (305)871-1531 ¢—m all: tijt..4p..L_. �RIDP • i( E8— 6719 WALTER A. TILUT Jr. PX E. S� y�&IQN141 RE/DATE FLORIDA Lie. g 44167 - ` -TAPCON OR "' TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 *SEE UMRATIONS OF USE FOR BLADE to ON SHEET 19 HV BLADE OR n HV BLADE W/1(1oA HV WINDOW 'BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Association, Inc. 4263 Westroads Drive West Palm Beach, FL 33407 Non High Velocity Hurricane © 2015 EASTERN METAL SUPPLY, INC. Accordion Shutter System H.V. BtAM 01 W/ OR W/D FLV WNDDW BLADE (AWING No 15-085 3'-0' OR LER 4'-0' 5'-0' 6=0' 7--0' O.&HON I @WALL SILL MOUNTING I ©CEILING MOUNTING I 0 FLOOR MOUNTING I �L11'CJ1fCJ1:L7iC�YY mmoonoommmnnoommmmvom®® 4�.-W i�Yr.--a.-.Y W �L11'S'aYYG^. (A) TO EXISTING POURED CONCRETE (Min: f'c v 3 k.1) mmO®®DO mm0m0®D©[II�mOm®OHO ANCHORS SPACING. LEGEND - 1/4'0 x 3/4' ALL POINTS SOLID -SEF ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (MF. Tc = 3 k') mmOtaOVO mmmOOm©� mmmm000O - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC- AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY momm©ovmmmoom®ommmoov®v COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. Pc 3 ksi) ALL POINTS SOLID-sEr DICTANCE mm00000 mmmvovvv m®u�ommly© ANCHORS IS 1 3/4. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. m�' O�DOO�mO®0®®d 0L'L�C 0�®®00 PoURED CONCRETE & POINFD ATE CCNCREfE R= POURED CONCRETE & POURED CONCRETE & mmmvvoomm�aommoommoom®oo • stE ATxws 1>sE FOR BLAGE�ON SNEEi f9 i- MINIMUM FOR WALLS WITH NO STUCCO. Nf1 E4.3 1/I" WL ED -21/Y m0®®O0O mm,�]0®®Ota mm000m©O 2 1/2' ®m00000mmmv0000mmm�nm©Imo 0.57 1.0 INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. - mmom©oammommv©o�iav©Dodo 1 3/4'- - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. ®mm000mmmmom000mmnomorao 0.35 - 1/4.0 BRIE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC_ taxi©moovmmmom©oommom©Doo COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. ®:A�oovoommmommoom®mom000 WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. mmon000mmom®moomn©®®Dao EMBEDMENT INTO STUCCO SHALL BE PERMIriED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO mom®ovramm�om000m�omo®oe B.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE MSFING WALL OR FLOOR, om000raommova©oommo®®moo NOTES B.11) & B2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER - ®mom000mmm�m©vommno©ovo (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER /n\ _ r /rnl Vr1X1 GTI ATnNCMa me Aucunas. �o©©vovmmm©ovoomm©ovvoo mmmravraom®vv©voo�mo©voQo n©oovvommovmvvommmvv©vo ®mvvoora ®moon®via mimo©®mvo aov0000m" Emu "Mmmommv000 �oov000mtmommovo�omm�to0v v®ovora�t m®®v©Doo mov®Dodo ®mov000mmomm000®mm©Dodo o®000raomomo®000voo©oravo sm000vorammm©©000�ty©n0000 a000raoom�om®000mmmmm000 ®ovv000m®®v©000morim0000 voo=oravmm©v©�oomvv©oovo �ootavoo monmovoo tn�©ooraaov v000voo ®mm©v000 �®©ooraavo ®vvovoom�om0000momm0000 �OOOtaOta DD®m0000 v®mlv0000 vovvvvomom®0000vmrnov000 oQov000mvv00000mv®oravoo 0000000�mm00000�o©v0000 v000000vm000000m©©oovoo vovvvooi�o©00000m0000000 voov000�om000vovm®00000 vvov000�mvv0000mm©000vv v000raoo vooraovvotr�®voodoo oraov�vomv©00011CIII v000 1 1 HV BLADE OR 1 HV BLADE W 1 HV WINDOW BLADE WORKING IN UNISON EDGE DISTANCE 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: - (A) TO EXISTING POURED CONCRETE (Min: f'c v 3 k.1) ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDDL (Arm. Pc = 3 ksI) ANCHORS SPACING. LEGEND - 1/4'0 x 3/4' ALL POINTS SOLID -SEF ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (MF. Tc = 3 k') SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC. (Min. f c - 2 ksi) TAPCON OR - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC- AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. Pc 3 ksi) ALL POINTS SOLID-sEr DICTANCE BLUE TAP'W/ CAP NOTES: A7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ TAPPER+ ANCHORS IS 1 3/4. AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. 3 3/4' 4- A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4- ALL POINTS SOUD-SEF ANCHORS SFW1 BE' 7/8' INTO THE POURED CONCRETE NO-EMBEOMENT PoURED CONCRETE & POINFD ATE CCNCREfE R= POURED CONCRETE & POURED CONCRETE & 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 • stE ATxws 1>sE FOR BLAGE�ON SNEEi f9 i- MINIMUM FOR WALLS WITH NO STUCCO. Nf1 E4.3 1/I" WL ED -21/Y _ _ _ AL3) IN GSE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE DOSTING WNL. OR FLOOR, 1 1.0 0.90 1.0 0.78 1.0 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON 2 1/2' NOTES AL1) & AL2) ABOVE FOR INSTALLATIONS ON'VIWL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR 0.57 1.0 INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 1 3/4'- - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4'0 x•3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECWLTY COMPANY. 0.35 - 1/4.0 BRIE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC_ - 1/470 TAPPER+ ANCHORS ASMANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALT. POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 8.2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4' ALL POINTS SOLID -SEF ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMIriED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1- MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE MSFING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WAIL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.11) & B2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER - FOR INSTALLATION INTO ETS WITH METAL STUDS SEE SHEET 20. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER /n\ _ r /rnl Vr1X1 GTI ATnNCMa me Aucunas. 1 HV BLADE OR 1 HV BLADE W 1 HV WINDOW BLADE WORKING IN UNISON EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: © 2015 EASTERN METAL SUPPLY, INC. MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. Accordion Shutter System REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. American Shutter Systems FACTOR Association. Inc. ACTUAL EDGE •TAPCON WDH ADVANCED ALL PANT SOLID SET BLUE TAP W/ CAP TAPCON TAPPER. + DICTANCE THREADFORM TECHNOLOGY MIN. SPACING ED. MIN. SPACING = 3' MIN. SPACING - 3' MIN. SPACING o 3 1/2' MIN. SPACING = 3- 3 3/4' 4- PoURED CONCRETE & POINFD ATE CCNCREfE R= POURED CONCRETE & POURED CONCRETE & POS CONOM OtX'REjE BLOCK CONCRETE BLOCK IAN. ER -3 1/Y IAN ED.•2 1/Y CONCRETE BLOCK CONCRETE BLOCK IAN ED. -3- IAN E0..3 t MR EA -3- Nf1 E4.3 1/I" WL ED -21/Y 3' 1 1.0 0.90 1.0 0.78 1.0 0.84 1.0 2 1/2' - 0.81 1.0 - 0.57 1.0 z- - osl 1 3/4'- 1 1/2- 0.35 /TILTE C O TINT TESTING & ENGINEERING COMPANY 6155 N.W. MM St. Sb. 305. VIRG— GARDENS. FLORm 3] Phono : (30.5)B71-1530 . Fox : (305)871-1531 e-mo1 tlltecoCool— E5- 6719 aol.comE5-0006719 WALTER A TILLIT Jr. P.E. FLORIDA U.. P 44167 tLUKIUA tSUIWII1b WUL lnon nigh velocity nurrlcane Lone © 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A. Accordion Shutter System ,A. KV. RADE #t W/ OR W/O FLK WINDOW RPDE American Shutter Systems EV. N DESCRIPTION DATE CHLORIN f1Y: M.L. Association. Inc. 1 OLD 11-192 4/13/15 GATE 4/13/15 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 15-085 1 .1. .-M LOM ��11�t.•.,.*.. ngrr P�............ * l�l LEC®ra.. — TICCIT TESTING & ENGINEERING COMPANY • STATE OF 6755 N.W. 36th. 54. 305, V. GARDENS, FLORGA 33 ' Fax Phone (305)871-1530 . Fax: (305)871-15}1 5) e -moil; Q.. ao1.0am 1 WALTER A. TILLTJr. RE P.E. SEAt�$II(IN%DATE HIDA uc. 1 "167 �, ;.•.,;�.'.}.ST"'�a :ate. >•: .i.:e:; >... c. :. r,-. ..i , ,. •. >. ... , .... .,v „ ...>...,. •gin.. ,.. MMIMIMMOMM MMOMM a®®m®imLz7m vvvvvvom vv©vvvva m®mvoavo®®®®®®mrvvvvvvvvv©©©©©©©© �m®avvoov m®0nonvo ®®®®im[!•[0m voavvvom ©vv©©©©© mmanuavv®®®®mm®avvvvolvav©vvv©©©© mmraaonav®®®®�mm©rvvEavvomv©©©©©©vv ' m®mOODa[ti®®®m00®®OODDOtOm©©D©©©©©© ®ma000a ®®®®m®®O 0000000®©©©®©©©© ®®®Torero©a>EavvQomv©©vv©©vvv ®®mnorvva ®m®maoaav 'm®�aovnv®®m®v®mvvvovvv©®©©©©©©vv ®®maaaoa®®®moo®®0000®v®v®®v©©©va �Da®®IllFia®®D©OOOOOm®D©©©©©®OO ®m1Mnnrvo®®®0nommvvvvvvvv©©®©©©©© ®mOREM" m®mM0000 ®®nnvavv olvQvomav ©©D©©©a© m®1300000 ®®mOm©�0 ODODOOmO D©©©®FE m®mvoovo®®®move©vvvovaov©©©©©©©© �m®moonnn®®mom©movvommaov>av©©vvvv ®®aolovvv®013©mavv v000t�®©o©v©©©©m© m®inonavv ®®momaoo oovv©©oo av©©©vao m®@iA100000 ®®OD®a©D 000®mODD ©©©©mmmw "' m®DJa000m®®moi®OmmOt0000vE�00©®®F�©©OD j° m®mnovvv®vomer©vaovvv®vvv©©®©vcv©o m®movovo ®13130©�e�v vvomomov ©vv©©memo vo ®m®v©©eao 0013©avov ©v©aa©vo m®r>aaoovo®®mv©a©vvvvvvva©©©©©a©©a �m®aEaoa ' m®000000 1010©a®000 0000©®Ot0 ©©OO©aOO m®mnoovv ®ram©move 00013®eavo ©vvv©avv ®�ommmeao vv®®meavv ©©©m®vvv m®monnvv ®mma©moo vvvvvomea ©©©©©©©m ®m®monuvo '•m®maaa mom®0000000®mvAv©v©©mmoea m®mnoavv ®vv©avao ovt�o©uvea ©v©®©aeao m®1300000®move©oovvvv©vvv©©©a®vvv m®monavv®avmm©vvvvvvvv®v©©©Qv©®v ' m®maaoveavmv®vveavvvo©avvo©©©©oovv m®mon neaoma®avoiov1000®mvvv©© ova mmmaovvo 131313®mvvv vommoesesv ®©13130000 mm m®avoovv®mmva©vorvvvvvovv©n©©©©mm ' m®m00000OD©©OOdODD®t9®000©©Oma©OO m ®mooeavea a®©avvvv vvv©avvv ©©©©oovv m®mvove�ea�vva®00001313®rvvov©©mmmmm= m®000000 MMOmm©0� ODODOm00 ©Q©©©©m® m®moiavoea 01313©vvoea vvaa©vvv ©©aa©vvv m®monoov vom�es000 Qom®00001©v©maovv m®0voovvmo®a®eaoleaEarvotvvavv©©©©©vvv ®m®0vO0t00m®©av===ODa©0000©©a©vavv mmaoreavrvvla©vvvvvvvv©®save©©©ovvao mmmvoorvo mmavoovo vv©oveavea ©v©avveav m®mvovvvoram®©vvoram®avvvv®©m©oovv m®alvovvv a®©©©vvea vvvvomvo ©©©©©vvv a®0oiovvea omvoveavo vv®©olvoea ©©mmvvoea �®aeaoovovvavvvvvoa©avooa©©©aovesea a®avovvomom®©vvvvvvvv©eeo©©©©ammo �a®avoovommamvoo�r�a®®vovva©©1300000 m®avovveav®©vvvoovmavovvv©va®vveao m®aoovvo ®®�eaovvv ovmevovo ©o®esoovo ��11�t.•.,.*.. ngrr P�............ * l�l LEC®ra.. — TICCIT TESTING & ENGINEERING COMPANY • STATE OF 6755 N.W. 36th. 54. 305, V. GARDENS, FLORGA 33 ' Fax Phone (305)871-1530 . Fax: (305)871-15}1 5) e -moil; Q.. ao1.0am 1 WALTER A. TILLTJr. RE P.E. SEAt�$II(IN%DATE HIDA uc. 1 "167 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID—SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VAUD ONLY FOR UP TO +70, —75 PSF A.S.D DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 11 (1). HV BLADE ONLY A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 CODE (Hon High Velocity Hurricane Zane 0 2015 EASTERN METAL SUPPLY, INC. BERTHA H V TM Accordion Shutter System KV. MAE #1 W/ OR W/0 KY. WINDOW RAE v. N DESCNIPRON DATE DRAWN BY: M.L. 1 OLD 11-192 4/13/15DATE 4/13/15 DRAWING No ', 15-085 n HV BLADE OR d) HV BLADE Wj HV WINDOW BLADE WORKING IN UNISON* ♦ SEE U AnaNS w USE FDR '5 ON 9EET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS 70 WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS. - - MAXIMUM ASD DESIGN PRESSURE GIVEN MAX. SHUTTER RAnNG (p s f,) AND CORRESPONDING MAXIMUM SPANS- NEGATIVE ASID. DESIGN- PRESSURE- RATING- AND- ANCHOR SPACING A-CORRESPONDING-MOUNnNG-TYPE. ('inn,) SCHEDULE FOR A ---- - --------- EACH S SECTION ON SHEETS 1 & -S PINE FW NORTH W/ G-0.43 (ND.S.) EXCEPTION: SEE NOTE 2 BELOW. (SEE MOUNTINGS ON SHEETS 16 & 17). -MW. 1/2' COX PLYWOOD (1986 APA) 2. ANCHORS TO HOLLOW (FILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF IAC SCREWS AS PER NOS 2012 SPECIFICAMONS. :E�3 LJ B !E�EE;; -TT R AT E ANCHOR'S MANUFACTURER. SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. COX 2 % MIN. G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD M N. G-0.50 W/ W/ MIN. G=0.43 W MIN. G=0.36 MAXIMw SPAN (fQ WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 6,0. watt MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS P&'0 S & V S & V 5&V W&X W&X W&X 048 WC@E F0M FAX W 6901 NTAAT FW9H WG M N51M NECK MSM WN (p4 U11 0301 ND®E IMME E MRS 64 D9tl1 WAX RS19LE WM T[4 al OT9D1 NOW RMR NX W Ja UMBAR[ FMK NX (W) LU 648 MWOE FR559 NM TDA LIA CM NICK Rl♦BUE 81810 W UL NU RM PEES E WK (yi) 30" 40 160175-190 1105 30 40 60175 90 105 30- 40 60 75� 90- L05 MID 60 75 90- 05 130 40 -60 75- 90- 05 30 40- -60 75- 90- 05 130 40 '60 75- 90- 05 30-40 -60 -75- 90 05 .30 40- 60 75 90 05 3D- 40 60 75- 90- 05 '-0' OR 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 6 8 6 6 6 6 6 6 12 70 10 9 8 6 5 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 12 12 4'-0' 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 iD 9' 8' 8 6 6- 6" 6 6 6 6 5 4 4" 4 3 12 12 12 12 12-112 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 9 8 8 6 6 6 6 6 5.5112 19 10 9 8 8 6 '6 6 6 6 5 12 10 10 9 6 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12112 12 12 12 12 12 0. 6'-0' 12 10 10 9 8 6.516 6 fi 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5. 12 10 10 9 6 3.5 6 6 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5 8.5 7.5 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5112 70 10 6 3.5 - 6 6 5 .5 3S 3 12 70 10 4 - 8 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6S 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 16 9 4 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8S 12 12 10 8 10'-O' 12 10 7.5 .4 - 6 6 5 4 3 - 12 10 6 3 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 6 5 - - 12 12 12 12 1.5 9.5 12 12 12 0. 8.5 7.5112 12 9 7 6 5 11'-O' 12 10 5.5 - - 6 6 4.5 - - - 12 10 4.5 - 6 5.5 3.5 - - 12 10 - - - 6 .5 4 - - 6 5 - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5 4.5 12'-0' 12 10 4S - - 6 6 4 - - 12 10 3.5 - 6 5 3S - - 12 10 - - - - 6 5 3.5 - 6 5 - - 12 72 12 1. 9.5 8 12 12 11 8.5 7 5 12 1.57.5 6 5 4 13'-0' 12. 10 - - 6 6 - 72-10 - - - - - - - - - - 6 4,5 - - - - 12 7.5 - 6 4.5 - 6 4.5 - - 12 12 12 10.48.5.7.5 12 12 10 8 6.5 55 12 0.5 7 SS 4.5 4 14'-0' - - 12 10 - - 6 5.5 - - - - 72 7 .5.514.51 - - - L - - 12 7 5 4.5 - 6 3 - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4S 12 9.5 6.5 5 4 3 15'-0' 12 - 6 - - 12 .- 5 - 12 - - - 5 - - 6 - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - 16'-0' 12 - 6 - - 12 - 5 - 1.5 - 5 6 n HV BLADE OR d) HV BLADE Wj HV WINDOW BLADE WORKING IN UNISON* ♦ SEE U AnaNS w USE FDR '5 ON 9EET 19 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS 70 WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERM PINE No. 2 W/ G=0.55 (N.DS) MANUFACREI 13YIX f I.T.W. BUILDW/ MINIMUM E.IBEDMENT AS INDICATED AT N SP EACH S SECTION ON SHEETS 1 & -S PINE FW NORTH W/ G-0.43 (ND.S.) EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MW. 1/2' COX PLYWOOD (1986 APA) 2. ANCHORS TO HOLLOW (FILING SHALL BE AS PER MOUNTING TYPE U. SHEET 17 AND SHALL CONSIST OF IAC SCREWS AS PER NOS 2012 SPECIFICAMONS. 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 44167 ; * STATE DF SlONM_ /T_1LrEC0,N..\ TILUT TESTING & ENGINEERING COMPANY 8355 N.W. 36A. SL. SL,. 305, VIRGWN GARDENS, FLORIDA 33 Phone : (305)871-1530 . Fax : (30.5)871-7531 .-It: 01Laco0ao1- E1-0006719 'WALTER A. IILLfr Jr- P.E. FLORIDA Lia. $ 44167 FLORIDA A,S,S,A■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 n Nigh Velocity Hurricane 2015 EASTERN METAL SUPPLY, INC. man- wl ■ "Am n w TM Accordion Shutter System KV. BLADE #1 W/ OR W/O H.V. WINDOW BLADE OLD 11-1 AWING No 15-085 J_ FINISH 1/4"0 TAPCON OR TAPCON WTH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) ('= "�\ EXISTING MIN. L 2'x4• w000 I1 OR ®° I HEADER REQUIRED IXISTNG I MRL SEPARATION I I GLASS --I TO MASS (SEE (_ SaI DLAE ON SFEEf I 11 FOR RADE HDAtA I ON STET 19 P. BLADES (D 914V WALL HEADER INSTALLATION EXISTING GLA55--t I I i I 2,x4, CO ( MIN. SEPARATISEE SCH ON ON SHEEP TO 'LASS I WOOD PLA � 11) REQ'D I x I � UILDINGS FOR M HV & IIIA HV:♦ FOR INSTALLATIONS INTO WOOD WITH HV 1/4'0 TAPCON OR �1� � C O INc. TAPCON WITH ADVANCED THREADFORM TECHNOLOGY —T -- W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING ( MK SBP Fx WOOD HEADER. (SEE SCHEDULE ON SHEET 15) I 70 MASS C: � 1/4.0-2Dx3/4' S.S. MACHINE t B SCREWS W/ 1/4'-20 NUTS SCHEDULE ON )— 11 FOR B..IDE I ON STET 19 Vii` v 0 12' O.C. • 1' Min. EXISTING I BLADES (D ' GLASS --a a rn rt n n � I wA "EX FINISH jfj ' IXlsnNc MIN. lapglyljj I2'x4' WOOD I HEADER REQUIRED a ( I MIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE ON SHEET 11) GLASS --I 0 HV WALL HEA091? INSTALLATION a MIN. SEPARATION TO GLASS I 1 ElQ%G �—(SEE SCHEDULE ON SHEET 11) c a M1 1/4'0-20x3/4' S.S. MACHINE SCREWS W/ ':" 1/4'-20 NUTS 0 12' ^ I' "': O.C. 115r r—� 1/44"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO DUSTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) `- 2'x4' CONT. SILL PLATE REVD. I � . MIN. SEPARATION TO GLASS _ a (SEE SCHEDULE ON SHEET 11) IXISIINC 1 ' GUSS--tl a 1MACHNE SC/ REPS S.S. tl USING 1/4"-20 NUTS i a 0 12' O.C. ITr_1 ��r •C `� �1� � C O INc. 2'X4" CONT. II TILLIT TESTING k ENGINEERING COMPANY '* : • I OKv 'O • WOOD PLATE ••• .•4tJ a—mail: ®col.rnm EB -0000606719 ' WALTER A TILLD Jr. P.E. FLORIDA lie. i 44167 REVD. _ 1' Nin. ( 1 OR� I , \ 1/4"0 TAPGON OR TAPCON WITH ADVANCED — 1/4'0 TAPCON OR ri4IF ' THREADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD TAPCON WTIi ADVANCED THREADFORM TECHNOLOGY 1—SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY. (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4' 1/2 MIN. CD� PLYW000 REQ'D. W/ 1/2' Min. PENETRATION OF 2—MOUNTIIJC SECTIONS CAN BE SPUDS 0 16' O.C. MAX. 1/2' MIN. COX PLYWOOD REO'D. REO'D. PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD (SEE SCHEDULE ON SHEET 15) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ISRNG MIN. 2'X4' STUDS 0 16' O.C. MAX. REO'D. ATTACHED TO STUDS IN ACCORDANCE WITH PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ® HV WALL SILL INSTALLATION ♦ SEE UMEIATIONS OF USE OF WITH ©HV WALL SILL INSTALLATION FB0 BLADE Q,A ON SHEET 1Lf9 ��r •C `� �1� � C O INc. * TILLIT TESTING k ENGINEERING COMPANY '* : • 6355 N.W. 3601. St.. Ste. 305, VIRGNIA GNIDENS. FIORM 33 'O • Phono : (305)871-1530 . Fax : (305)871-1531 ••• .•4tJ a—mail: ®col.rnm EB -0000606719 �� �,c'•. FLORIOP,: ����` WALTER A TILLD Jr. P.E. FLORIDA lie. i 44167 I 1-1' Min. 1/470 TAPCON OR TAPCON WITH ADVANCED I THREADFORM TECHNOLOGY W/ 1 1/2' f' CONT. Min PENETRATION OF THREADED AREA TO . PLATE EXISTING WOOD HEADER. D. (SEE SCHEDULE ON SHEET 15) WELL FINISH ® HV WALL SILL INSTALLATION A,S■S■A■ American Shutter Systems Association, Inc. 4258 Westroods Drive West Palm Beach, FL 33407 CODE (Non High Velocity Hurricane Zone © 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM Ae,cordion Shutter System KV. RgE #1 W/ OR W/O KV WNDW RADE AWING No 15-085 FOR n HV & M HV* BLADES (AS APP WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE & fA) WORKING IN UNISON 1/4.0 TAPCON OR4'x8' TAPCON WITH ADVANCED (Min.) IXISIWG Ea Q 2' MIN. EDGE (IF APPLICABLE) THREADFORM TECHNOLOGY W000 BEAM REQUIRED. STRUCTUADEQUACY W/ 1 1/2' Min. PENETRATION OF THREADED AREA 1• 1/4'0-20x3/4• S.S. OF EXSTING WOOD BEAM pHLLLPS TRUSS HEAD TO BE CERTIFIED BY IE EXISTING WOOD HEADER. '�• 1v Min. - (SEE SCHEDULE ON SHEET 15) MACHINE SCREWS REGISTERED ENGINEER OR W/ 1/4'-20 NUTS ARCHITECT PRIOR TO EO EXISTING WOOD TRUSSES OR O-- O 12' O.C. SHUTTER INSTALLATION. I/2' 1/2" RAFTER O 24' O.C. REQUIRED 19 1/4.0 TAPCON OR EXISTING SOFFIT _ TAPCON WITH ADVANCED - - .257' THREADFORM TECHNOLOGY - - - - - - - - 3/4" Max. THIL -z II �OpnpTygl Max. W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO E Q 14x1/4-_ E 1'x4k1/8' CONT: ALUM. TUBE I) - - 6063-T6 ALLOY) W/ EXISTING WOOD HEADER (SEE SCHEDULE ON SHEET 15) (3)5/tfi 0 LAG SCREWS TO 1 Or Q or 15 EACH RAFTER OR TRUSS. •`'� "%:' '^: 1 Of Q Of Q I LOCATE LAG SCREWS AT I MIDWIDTH OF EXISTING WOOD 1 EXISTING MIN 27x4' 1 I I MEMBER, W Min. NOMINAL EXISTING HEADER REQ•D GLASS MIN. SEPARATION TO GLASS I OPEN HOLE AT EACH WIDTH) W/ 2' Min. STUD TO ACCEPT �f PENETRATION OF THREADED ' (SEE SCHEDULE ON SHEET 11) I�ANSS I ' 5/16'0 LAC SCREW {j( '3 AREA VALID FOR OF TUBE INSTALLATIONS WITH 72psf l I AT CENTER v2� I MAX. A.S.D. DESIGN LOAD AND 0 HV WALL HEADER INSTALLATION ,0,y gIpN l SL,� ON( T I lTIT1}llR7j °cL�a"ss MN. � �_ INSTALLATIONS ONLY VALID —I Iw is FOR 11 FOR DADE (DAM I FOR WOOD W/ MIN. SPECIFIC MOOR ®♦ Q9 GRAVITY OF 0SO AS DOUGLAS LIQTEF• BiAQM(D&0 �SIEMLE I Ml,Ydpg® ♦ FIR OR SOUTHERN PINE N. 2. aR --G)OR ® OR EQUAL. 1 -SEE SHEET 4 FOR TrMCAL SHUTTER ASSEMBLY 2-MDUNIING sEcnoNs GW BE COMBIUM TOHV CEILING INSTALLATION IN ANY WAY TO SM ANY INSTAUATION. U HV CEILING INSTALLATION M L SFPARAI aL _(J OR ®♦ I MIN. SEPARATION 1D GLASS SHEET 11) EXISTING _4 1111 MRSNXmAND lI SEPARATION —i TO GLASS I I 1 (SEE SCHEDULE ON EXISTINJ (R ao060DM( )&FOR GLASS 1 ` � I(STE SCHEDULE ION SHEET 11) I I I I ALTERrtA IANCHOR I I I 1 I I 8 11 I LOCATION EMGs lI FINSH I I s.=. 1/4' 6 + 7 I s/9 MI' Max. I AS ®10x3/4' HEX GLAS I I I I 2'x6' MIN. WOOD WASHER NERD TEK I DECK REQUIRED SCREWS O 12" o.c (NO FINISH oR 2'x6' MIN. WOOD ALLOWED) o DECK REQUIRED (NO FINISH ALLOWED) _ 1' 19 EDGE OF DECK -j /_-EDGE OF EDGE OF DECK DECK IF IF APPLICABLE a IF APPLJCABLE S.S. �— APPLICABLE 1. 1/410 TAPCON OR M�0' 1/4"0-20x3/4" _ PHNLPS TRUSS HEAD 2 — TAPCON WITH ADVANCED NT7HRFJiDFORM MACHINE SCREWS 1/4.0 TAPCON OR TAPCON WITH ADVANCED 2' MIN.LATE L-.!TECHNOLOGY W/ 1 1/2' Min. PENETRATION W/ 1/4-20 NUTS 012"O.C. 1/4'0 TAPCON OR TAPCON WfiH P.DVAt THREADFORM THREADFORM TECHNOLOGY W/ 1 1/2' Min. 2' MIN. PENETRATION OF 7HREADFD = OF THREADED AREA TO TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER (SEE EXISTING WOOD HEADER. ••' (SEE SCHEDULE ON SHEET 15) AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (X)HV WALK—OVER INSTALLATION :EE" ♦ SEE UM�A710N5 OF USE FOR "WALL SHa:T s WO }IV FLOOR INSTALLATION SILL INSTALLATION 7ON FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone A. 'i © 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM F =A LL _ E C O INc. ■ ■ ■ ■ Accordion Shutter System FEV. 11ADE #1 W/ OR W/O FEV• WINDOW BU1DE * *_ -O'. ����.,1.7`•.' _ i UUUFF • American Shutter Systems Association, Inc. TILLIT TESTING &ENGINEERING COMPANY BaW N.W. assn. SL., 5 jos, vomww OwmE s. Rnaa 3als a,• DFSCAIPIION DATE DAWN BY. M.L I OLD 11-192 4/13/15 DATE: 4/13/15 z DRAWING No : a Phone : (MS)871-1530 . Fax : (305)871-1531 4268 Westroads Drive '.��FS '•.,• �� `�� '- 70NAL ENG�� e -m D: 6Tte-9-1— West Palm Beach, FL 33407 a 15-085 4 P.E. SEAL�SF�VAYURE/DATE WALTER A TILUT1 J, P.E. FLORIDA �' 0 44167 SHEET s OF 20 M. I t7a5nnc wLSs— } — END INSTALLATIONS )- HV BLADE OR -16- WINDOW BLADE INTO 2'..'x4'.'__. MIN. WOOD STUDS 2•aa' FDN. WWO r�,.�M a.,m 2514' Y2L W000 Flxxom. 1/i6•vT• (6063-T6) DONT. ALLY. CLOSFA 1 WN, AIME (lDlA1E American Shutter Systems Association, Inc. AT EIMEit 4oE oF0) 016 0 9.YS. /tat/2' SYS 616 OC /Qt OR IV ®�©'/�©'®� ® END CONNECTION DETAIL Q SEE DUD& x FON SIDE CONtffCRION TO MUZ "a ri" / EJOSRNO GLASS � t/z• TO — (SM iI FORD (Dw t 1/2' IDlL O)X w SMFFf IS FOR PLYWOOD. ams ®d END CONNECTION DETAIL F1USONG T� END CONNECTION DETAIL Q 4 4 6 m@)Oq@DR 4' 6 OR®ORO OR ©0R®0RO0R(q VIEW Y PLAN _- 1/2' 16tL OYR TwTWooO. 1/z' r .1� 1• Rn r IIIJC LLS .�PPIIfA�EJJa'YRI/6•a0'$ 1 A111101W tl8 /R<IE //I (WGYT6 AIt47 AT YCMIOR (I) /IOn/2' SALS roQ4 t (21 Vav TPfmRS PNOIOfi ro 1RYL Q 1' 0.C�Gu� R Dtlm se6 ap)F 1l DETAIL X END CONNECTION DETAIL 12 © 2015 E*MN METAL SUPPLY, INC. BERTHA HVTM ■ ■ ■ ■ /TILFEC O American Shutter Systems Association, Inc. Ian. • TILLIT TESTING & ENGINEERING COMPANY � OP 6355 N.W. 35. SL. SR.. 30.5. VIRGINIA GAROQS. FLORIDA 33 BANE c CORIDP �� Ptwna (305)871-1530. Fax : (305)871-1531 6 n a: ROLa..a..]GD,n \k� WALTER ER AJ, P.E. 10, P.E.A'3EA'P1�1 }�1j FPr^T• Y`URE/DATE rLORmn U. a 44167 ,e WIL QO 571X75 1 - GLASS 11 FOR a:DE `01 w 19a 9/QSmA I ®'®-0.0-049 END CONNECTION DETAIL II@ • Ro611NED ONT FGR SPANS GREAIFR ,NPN Iz•-0' SEE LIM(rAnONS OF USE FOR BLADE 1A ON SHEET 19 FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone © 2015 E*MN METAL SUPPLY, INC. BERTHA HVTM ■ ■ ■ ■ Accordion Shutter System KV. BADE #1 W/ OR W/O KV. WINDOW BLADE American Shutter Systems Association, Inc. EV. N OESCRIPFRON DATE DRAWN BY: M.L. 1 OLD 11-192 +/13/15 DATE: 4/13/15 4268 Westroads 04ve West Palm Beach, FL 33407 z DRAWING No { IND No 35-085 SEE CONI DETA 10 8 FULL ELEVATION MN. SEPARATION TO Gus IXISRNG GLASS SFE SCTEDULE ON SIEET11 FCR E1ADE (]7 �.-. ` _ MID ON RIS SHEET FOR JADES Q & 5 A /� T �� A TTP• A A A P� .ri I A :-_ L", /-I) h\ A A ii A A�(41 SYNICAL CEN1Tl2M1TES Q W/ 2 OR S5 AND W/O (SEE NOTE 4 ABOVE) PLAN_l TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE C1.1A SHUTTER* N.T.S. 1. MAK A.S.D. DESIGN PRESSURE RA7ING: +110, - 110 PsJ. 2. MAX SHUTTER SPAN 96' 3. ALLOWED MOUNTINGS: A. D. G & H ON SHEETS 6, 7; AS WELL AS }M�OUNIINGS M, O, T. U & W ON( SHEETS 16 & 17. (27/ ARRAtg@ONLY EDM IN A SYTES NNETFtICALLIST BE INCLUDED 00TH R OPNLY TING O ACCESS SGS OIDE � WT OPPoSING CFNTEf1MA S. (A) HV WINDOW BLADE @ SHALL ONLY ALLOW A MMMUM OF 5 OPENINGS (3'0 HOLES) FOR ® PER MADE AT SPACINGS SHOWN ON SHfT 4. (B) MIN. CLEARANCE FTiC! TOP OR BOTTOM EDGE OF_ 1TV WINDOW BLADE 1© OF ANY 3'6 HOLE FOR d SHALL BE 12'. (C) FIRST. OR L§ BLADE COMING OUT FROM STARTERS AT ENDS MY BE NV WINDOW OWE 1(91 (D) HV WINDOW BIADE 0 MUST BE USED ALTERNATE TO A SOLD HV BLADE 1Q THROUGHOUT SHUfIFRS WIDTH. (E) CE)i(ERUATTS SHALL ALWAYS BE INSTALLED ADIACIM TO A SOLID HV BIADE t AT EITHER SIDE OF THEM. (F) POLYCARBONATE 1N WINDOW ® SHALL BE INSTALLED SO TNq TABS FACE THE INTERIOR OF THE OPENING BEING PROTECTED. HV WINDOW I0 MUST BE ONLY INSTALLED AND LOCKED USING A FIV SETTING IDOL PROVIDED BY ASSA, INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SIE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 6. MINIMUM SEPARATION TO CLASS SCHEDULE, PER ASTM E-1996: WIND ZONE MINIMUM SEPARATION TO 11 THRU 3 1' 4 6.25' F2 4 1 -".'1. EW 4,11 : a li• c• � ®'..� � FLORIDA BUILDING CODE ```"1tltMnm,N AY 0 2015 EASTERN METAL SUPPLY. INC. ,•```1��RA r.�(ir''��, BERTHA HVTM %P\GE A Accordion Shutter System L C O !Nc. ■ ■ ■ ■ H.V. RADE #1 W/ OR W/0 H.V. WINDOW RADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY Y Ev orscRlPT1uN DATE ow1wR BY: M.L. L STATE DF = 6355 N.w. 36th. sL, Ste. ws, vlTtaNv, GARDENS, FLORIDA 331&Association, Inc. f OLD 11-192 4/17/16 DATE. 4/13/15 r' -z PhoDo : (3os)6n-ls3o . F- : (305)671-1531 4268 Westrdads Drive 2 OX;•, Fz F �. West Palm Beach, FL 33407 3 DRAWING No ARID (` `GTtaw®aol.wm 15-085 ........ % •....... •'•r\C�`\. F�IM�uuO y14a16iE s P.E. 3UU&AQ,��iNdNDViiE/DATE SHEET 6 19 OF 20 �r I 1/2'x D.035- THICK, ASTM A-653 OWE 40 G-60 GALV. STEEL o s• o.c. 40 4 t 4•x s 1/4-x 0.035' THICK Min. 43C 43a 12 . CAW. TRAGI( CHANNEL. 1 ®6' O.C. 0 6" O.C. r A-657 GRADE E 40 Min. C-60 NIZED FASTENED TO STUDS iI 2) 86x1/2' TEN SCREWS ON I CASTING FINISH 39 zd !OR X EXTERIOR FACE I AS APPLICABLE % a i MIN. SEPARATION IXISTING CLASS -1 TO GLASS (SEE SCHEDULE) y n � r' GENERAL I I QNS AND CONDITIONS OF USE FOR BERTHA 1 HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX: SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: MS ON THIS SHEET. 4..- ONLYENTERMATE 21 W/ 24 HV -LOCK -ARE--ALLOWED - WITH 21 ARRANGEDQ` sivmETRICAL LAYOUT. -USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE x 6 1/4'x 0.035' THICK Min. I EX151!NG rNI1H v INCLUDED AT EXIrRIM OR INTERIOR ACCESS SIDE OF GALV. STEEL TRACK CHANNEL, I AS APPLICABLE CENTERMATE. -653 GRADE 40 Min. G-60 I I I 1 1 RED FASTENED TO STUDS /6x1/2 Ta scREws ON i 43c 43a R B EXTERIOR FACE I T. 6' O.C. 06 O.C. '12 * I BLADE SLACK DETAIL HVF IS ALSO VAUD FOR 1/2" 12 8 CENTERMATE 21 APPLICATION WITH BLADE a 143b 61X1 1/2'x 0.035" THICK w VARIES:` ® 6" O.C. Min. ASTM A-653 CRPDE 40 ;:,;2:•yAa'?. M"• G 6 GAt.°. sTEEL '"''- MS WALL HEADER/SILL INSTALLATION METAL STUDS AT 16' O.C. ------ -- _ ___ -- ZIXLSTING GLASS SYMMETRYCAL 43a 4ib 43c ;'., ;,:.,.I I:: :?;.;.•: Vxl I:::: : 1: ENTERMATES W/, �• EXTERIOR ACCESS SIDE:••' -12.000' Mux. r N� 083" L 3® 1/4"0 NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE N EXISTING FINISH AS APPLICABLE (Tl'P. TOCP & BOTTOM) MINIMUM WIND ZONE A$W E-1996 SEPARATION ■ ■ ■ ■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 TO GLASS 1 THRU 3 ACCESS SIDE:."! 4 4" EXISTING FINISH AS APPLICABLE (Tl'P. TOCP & BOTTOM) Min.) TO GLASS E SCHEDU . -, . '•1..:..: 43c LENGTT + 1' 43 /90-20X3" BOLT MUST PENETRATE- 3c-1"--- 1.373" 250' a ��- l 1/4"0-20 THREADS 43c 1, 4"0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8 1" 1 3/4"x 6 1/4'x 0.035' THICK Min. CONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) 860/2" TIX SCREWS ON INTERIOR & EXTERIOR FACE * i 1 ------ HV HEADER/SRL ENDS -- --- - ------ --- --- -------------------- — - -- ----- ---------------- --- -- --- VIEW Y :.,•, , SYMMETRYCAL .77 ,. ■ ■ ■ ■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 , . .., :;' CENTERMATES W/':-.., �ERT1��4 H1/TM Shutter System H.v. aADE #1 w/ OR w/o H.v. WN OW saDE ACCESS SIDE:."! ;.;:.INTERIOR ,:.;.•. Min.) TO GLASS E SCHEDU . -, . '•1..:..: 43c LENGTT + 1' 43 /90-20X3" BOLT MUST PENETRATE- 3c-1"--- 1.373" 250' a ��- l 1/4"0-20 THREADS 43c 1, 4"0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCALE: 3/8 1" 1 3/4"x 6 1/4'x 0.035' THICK Min. CONT. GALV. STEEL TRACK CHANNEL, ASTM A-653 GRADE 40 Min. G-60 GALVANIZED FASTENED TO STUDS W/ (2) 860/2" TIX SCREWS ON INTERIOR & EXTERIOR FACE * i 1 ------ HV HEADER/SRL ENDS -- --- - ------ --- --- -------------------- — - -- ----- ---------------- --- -- --- VIEW Y 4 2 3 1/4" (Typ) 3(6" Min.) 24 SIDE CONNECTION TO TRACK (Cont) H—� HVB BLADE SLACK DETAIL HVF HVIC FLORIDA BUILDING COVNon High Velocity Hurricane Zone `1\1111111111111/I�/A ,0 1•.,,� .��.•\SERA. TQ `. 11, -..... ,- lJ.� ''/TI-LTEAccordion �}ly'�: - ! 1 - * : !!! i ,• CTATF OE C` /:' CORIDP.•��`v ` G : AA/A s`O•••••-•7�'\�,A �\;�� P.E. 9F 9;/ Q1tV1Ct/DATE C► o i N c . ■ ■ ■ ■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 O 2015 EASTERN METAL SUPPLY, INC. �ERT1��4 H1/TM Shutter System H.v. aADE #1 w/ OR w/o H.v. WN OW saDE TINT TESTING &ENGINEERING COMPANY sass n.w. 7s( 5)t. s1x. 305, vIRI- : (30T9as, MRM 331 Phorro : (30-..it1530 . Fax : (JOS)871-1531 -..it: e -m T: tilt'.R0067 9l.com 719 WALTER a nun Jr- RE FLORIDA U. 8 44167 - DESCRIPTION DATE DRAWN BY. M.L 1 OLD. 11-192 4/13/15 DATE: 4/13/15 2 DRAWING No 3 4 15-085 S 6 SHEET OF 20 .X S