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/T1 LI ECO inic. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com PRODUCT EVALUATION REPORT FLP.G.LicceNo-006719 FL G.B.License No.OOb6719 REPORT NO.: 17-0726.08 \`\ DATE: July 26, 2017 PRODUCT CATEGORY: Hu icane Shutters PRODUCT SUB-CATEGORY: Accordions PRODUCT NAME: Bertha H.V. Accordion Shutter System H.V Blade 3 W/or W/O HV Window Blade# 3 SUBMITTED BY: American Shutter Systems Association, Inc. (A.S.S.A. INC.) Fi _e 4268 Westroads Drive West Palm Beach, Florida 33407 UJ u 1. PURPOSE OF EVALUATION: cr ' This is a Product Evaluation Report Revision issued by Walter A. Tillit, Jr., P.E. N (System ID # 1906) to American Shutter Systems Association, Inc based on Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended 0 at least equivalent to that required by the Code. UThis Product Evaluation Report shall be subject to review and revision in case of UJ a Building Code Change that may affect its limitations and conditions J 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): ttB►,,E°'°"''� LL Drawing No. 17-103 (revises drawing # 15-081�)}otl It�/�4,r H.V. ACCORDION SHUTTER SYSTEM", HV Blade # 3`golll��r I li( ..W�'4ow Blade # 3 sheets 1 thru 18 of 18, including 3A, 10A, preps;ed byeGdplrc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated OA2�/Il NThi(;¢c� 9vine is An integral part of this Evaluation Report. y� STAB OF 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166- Phone: (305) 871-1530-Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0726.08 2 2.2. TEST REPORTS: For HV Blade # 3 Large missile impact and cyclic loadings under ASTM E-1886, ASTM E 1996-05 as well as Protocols TAS 201 and 203, per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202 and ASTM E-330. Test reports prepared by American Testing Lab (ATL) of South Florida, Reports No. 0403.01-08, dated September 5, 2008 and 0403.01-08 (addendum), dated October 17, 2008 signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E., and reports # 0825.01-10 (addendum to 0403.01-08), dated October 7, 2010, signed and sealed by Julio E. Gonzales P.E. report # 1220.01- 10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E. Addendum #2 American Testing Lab of South Florida report # 0403.01-08 (revision # 1), dated 2/14/14, addendum # 2A to American Testing Lab of South Florida Report # 0403.01-08, dated 2/14/14; Addendum # 1 to American Testing Lab of South Florida Report # 0825.01-10, dated 2/13/14, Addendum # 1 to American Testing Lab of South Florida Report # 0829.01-08, dated 2/13/14, signed and sealed by Mr. Stephen W.Warter, P.E. Report # 0422.02-14, dated 4/30/14, signed and sealed by Mr. Stephen Warter, P.E. Tensile tests as per QC Metallurgical Report No.8GM-692 dated July 21, 2008 signed and sealed and Report # 8JM-1019, dated October 22, 2008 signed and sealed by Frank E. Grate Jr., P.E. as per ASTM E 8 Report No. 0825.01-10 dated 10/06/2010, signed and sealed by Frank E. Grate Jr., P.E. per ASTEM E- 8. Tensile Test as per QC Metallurgical report # 11 AM-09 dated January 11, 2011 signed and sealed by Frank Grate Jr. P.E. as per ASTM E8 and report #11AM-40 dated January 17, 2011, signed and sealed by Frank Grate Jr, P.E. as per ASTM E-8. Tensile Test per ASTM F606 on stainless steel machine screw pins, as per Hurricane Engineering and Testing Inc. Report # HETI-14-T300, dated February 17, 2014, signed by Nasreen K. Ali. `1'1`f� ,\-J 'q .......... * /V0 44 DA lase PRODUCT EVALUATION REPORT NO. 17-0726.08 3 For HV Blade # 3: Large missile impact and cyclic loadings under TAS 201 and 203 and ASTM E - 1995-05 and ASTM E 1886-05, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with Protocol TAS 202 and ASTM E- 330-02. Test reports prepared by American Testing Lab of South Florida, Report No. 0829.01-08, dated October 17, 2008 signed and sealed by William R. Mehener, P.E., and Henry Hatten P.E. testing for Polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections2601, 2602, 2607 and 2614 the Florida Building Code, per ETC Laboratory report # ETC -07-1095-19015.1, dated 12/14/17, signed and sealed by Joseph Labora Doldan P.E. Testing for Polycarbonate Bayer Makrolon 3103 for Weathering / (UV exposure) per ASTM G-155 and ASTM D-638, per section 2614 of the Florida Building Code, per ETC Laboratories report No. ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph Labora Doldan, P.E. Tensile test as per QC Metallurgical Report # 8JM-1020, dated October 22, 2008, signed and sealed by Frank E. Grate, P.E., as per ASTM E 8. Qualification for Sabic Innovative Plastics Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply, Inc., to approved # 9034 sheet grade with NOA 15-0915.08 addressing the burning characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter span based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated July 31, 2006, May 23, 2008, July 1, 2010, October 27, 2010 April 27, 2011, signed and sealed by Walter A. Tillit, Jr., P.E.. New Revision Calculations prepared for load and span reduction based on 27.1 ksi Yield Strength versus 29.8ksi, dated 04/4/2013 and 4/19/2013, signed and sealed by Walter A. Tillit Jr., P.E. 3. MISSILE IMPACT RESISTANCE: agggp/O/i.eosw. Large missile impact under section 1626 of the Florida i bdp� as per Protocol TAS 201 (for HV blade 3 as well as HV Window,��a> E/ys�; No. 4 6 {� �IpNA L PRODUCT EVALUATION REPORT NO. 17-0726.08 � 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade # 3 shall be as indicated on sheets 5 of 18 of Product Evaluation Document (P.E.D.), Drawing No. 17-103. Maximum Anchor Spacing shall be as indicated on sheet 6, 7 and 8 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17-103. Maximum Shutter span for HV Blade # 3 working in unison with HV Window Blade # 3 shall be as indicated on sheet 18 of drawing # 17-103. 5. INSTALLATION: For HV Blade 1 shall be performed strictly in accordance with details indicated on sheets 4, 9 thru 16 of 18 including 10A of Product Evaluation Document (P.E.D.), drawing No. 17-103. Minimum separation to glass shall be as indicated on sheets 5 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17-103. Requirements for use of locks and/or locking rods shall be as indicated on Notes 4 of 18 and note 9 on sheet 1 and 18 of Product Evaluation Document (P.E.D.), drawing No. 17-103. The HV Blade # 3 Working in unison with HV Blade # 3 shall be performed strictly in accordance with limitations included on sheet 18 of drawing No. 17- 103. Minimum separation to glass shall be as indicated on sheets 19 of drawing 17-103. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 6 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17-103. Anchor specifications for HV Blade 3 with or without HV Window Blade # 3 shall be as indicated on sheets 6, 7, 8 and 10 of 18 of Product Evaluation Document (P.E.D.), drawing No. 17-103. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8, 9, 10, 11 and 12 indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), Drawing No. 17-103 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. A. ��t�eoias�,�o ��� '' �ICE�ys'• v.. 7� 4416 :�.. •Q ............ PRODUCT EVALUATION REPORT NO. 17-0726.08 5 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, wood frame and metal stud walls. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). 10E1ysF. v� N * : N0. 44167 _ i NAL GENERAL NOTES: i. BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE#3 W/ OR W/O H.V. WINDOW BLADE 03 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd:0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8 & 18. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5, 6, 7, 8& 18. IN ANALYSIS. AER OWNDIFY THAT LOAD DURATIONRFACTOR Co 1.60 WAS UUSEDEOFORERE NOT VERIFICATIONROFTRESSED, A 33 X FASTE ERS SPACINGCREASE IN N WOOD.ALLOWABLE STRESS FOR WIND LOADS WAS TABLE OF CONTENTS BERTHA H.V. ACCORDION SHUTTER SYSTEM WITH H.V. BLADE 03 W/ OR W/O H.V. WINDOW BLADE 03 ADEQUACY FOR WIND AND IMPACT LOADS HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS: AREA 1: HV BLADES n & & -0H.V. BLADE 03 00403.01-08 WITH ADDENDUMS 03 & 03A,DATED 4/30/14,0825.01-10 (WITH ADDENDUM 02, DATED 4/30/14), 1220.01-10, 1209.01-10&0422.02-14 GENERAL NOTES. SHEET 1 AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203, LARGE MISSILE. SYSTEM COMPONENTS. 1-21 SHEET 2 - 1QH.V. BLADE 03 WORKING IN UNISON WITH to H.V. WINDOW BLADE 03 00829.01-08 WITH ADDEMDUM 02, DATED 4/30/14, AS PER PROTOCOLS TAS-201,TAS 202 &TAS-203, LARGE MISSILE. SYSTEM COMPONENTS. 22-36 SHEET 3 TYPICAL SHUTTER ASSEMBLY. SHEET 3A - 10 H.V. BLADE 03 AND©H.V. WINDOW BLADE 03 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 18. AREA 2: HV BLADE n AND HV WINDOW BLADE a 2. BERTHA ACCORDION PINS©3 34 35 OR ALTERNATE @. SHALL BE AS INDICATED ON SHEETS 3 & 4, USED AT BIADE's KNUCKLE.ACCORDION PINS 32 USED AT HV DIRECT (WHERE APPLICABLE) MOUNT SHALL BE AS INDICATED ON SHEET 3. PINS SHALL BE 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 173.6 KSI YIELD STRENGTH AND 187.4 KSI TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELO COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 4 AMERICAN SHUTTER SYSTEMS ASSOCIATION. MAXIMUM SPAN TABLES. SHEET 5 ANCHOR SCHEDULE- CONCRETE SHEET 6 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy a 27.1 Rei MINIMUM (UNLESS OTHERWISE NOTED). ANCHOR SCHEDULE- CONCRETE & BLOCK. SHEET 7 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH ANCHOR SCHEDULE- WOOD SHEET 8 & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. INSTALLATION DETAILS 1-6 -CONCRETE & BLOCK SHEET 9 INSTALLATION DETAILS 7-9 -CONCRETE & BLOCK SHEET 10 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 kei MINIMUM YIELD STRENGTH. INSTALLATION DETAILS 10 -METAL STUD SHEET IDA 6. SEE SHEETS 6 & 8 FOR ANCHORS SPECIFICATIONS ON DIFFERENT SUBSTRATES. INST. DETAILS W/ HV CENTERMATES®& ® SHEET 11 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 06779582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT INST. DETAILS W/ HV -T' LOCK CENTERMATES & @9 SHEET 12 05456179 ISSUED TO EASTERN METAL SUPPLY, INC. INST. DETAILS W/HD CENTERMATES®,®& SHEET 12 END CONNECTION DETAILS 1-6-CONCRETE& BLOCK SHEET 13 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. INSTALLATION DETAILS 1W-6W -WOOD SHEET 14 NSTALLATION DETAILS 0W -W 5 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. I71W-6W SHEET 1 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST END CONNECTION DETAILS W -WOOD SHEET 15 PROPERLY CLOSE ALLCENTERMATEN S AND ENGAGE OR LOCK ALL LOCKS' AREA N HV WINDOW BLADE NIA ONLY 10. 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 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 17 11. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE #3 W/OR W/O H.V. WINDOW BLADE 03 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS TYPICAL SHUTTER ELEVATION SHEET 18 ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. THIS DRAWING SHALL ONLY BE USED TO (c) THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 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. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE (High Velocity Hurricane Zone I111I,Q I � ©2017 TILTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. �Ni� BERTHA HVTM i IL ECO Nc. A.S,S,A, Accordion Shutter System rREV. MADE W OR W/O H.V. WINDOM a" 7 American Shutter Systems DESCRIPTION DATE DRAWN BY:LC. TILLIT TESTING & ENGINEERING COMPANY 6]55 N.M.Seth.SL,Sl,.305,VIM"GARDENS,FLORIDA 3316 Aescciatian� Inc. OlD i5-Dei 0)/26/1) DATE:07/26/1 -O•• Phone:(305)871-1530.Fo.:(305)871-1531 4268 Westroads Drive 2 DRAWING No O '•.,F/ pp P� [� �� a dl:LINec00oo.com West Palm Beach, FL 33407 3 17-103 7_'03 •.`�F7tS2� �vtR1` WALTER A T4LTi9..P.E. 4 P.E.•SApR�11�fU}�E'JDATE FLORIDA Lia #44167 e SHEETOF 18 4.873' 89. W4R,aD . $ . 1 .125.O .371• 083' .126. It ,0e3 �SA $ --070' 1• 8 O v� Aq lA 0.348' Uf Q 8 pg .060•. 2.000•mac n a S �.100• .00.1' .063' Q O O .OeO• g � R � a - .oa9• .DSO• :{ i jf 0:0E74. 0 70 0.594" .0]2• J .061• �, A70' al " • o� O HV BLADE#3 h 1.164• 1.064" t�,L1Je4' I.]16• ;670" •, 0.214• .Deo• 5.000'MAX. 00.1 670 3.520• 5.529• 7.520• 018ALUMINUM ANGLES 1A HV WINDOW BLADE#3' s.m7 7.093 1-� • SEE LIMIT6,TIONs of USE 2O HV HEADER HV B.O.TRACK 4O HV HEADER/SILL 4A HV 1"B.O.HEADER/SILL QUALIFIED FOR USE w/ HV OR BLADE CN ON SHEET 18 QUALIFIED FOR USE W/ Q LIFIED FOR USE W/ HV BLADE BLADES 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADES Q® '® BLADES 0.® BLADE CI -- 3.5 3.226" 2.2226'6' - r- _ rl`�� .670' .A (" -].917• t XJ J °2' i'I--2.000•"'-Wx. I�990•-� (TYP.) 'oJQQ Ir�1.491' X Y t o �'�,y• 062' o ry Et. I 2• 2• 0.125' Y MIN.%MIN.Y MIN.t Y - ,• I- 0.062' 3.352' 1.522' I - 3• 3' 0.090' �� .07Y 3.226".072 r 4.874' 4.436" -+?.097--LI •�a 1.910•. e59� ?arty, I t HVADJ.FLOOR TRACK O HV ADJ.ADAPTER W/LIP O 9 HV DIRECT MOUNT 10 HV 90°/180"STARTER ~X� 12 SIDE ANGLES g 8 HV WALK-OVER TRACK O QUALIFIED FOR USE W/ HV UAL)FIED FOR US W/ HV QUALIFIED FOR US W/ HV QUALIFIED FOR U E W/ HV BLADES ,® QUALIFIED FOR USE W HV 11 CORNER POSTS OU FIED FOR US W/ HV ES BLADES 10,� BLADE BLADES 0,® BLADES 10,� 0.75•,1.95•.0.125"IMM. QUALIFIED FORUSEW/ HV Aqi NEOPRENE SPACER BETWEEN .660• CEKrEN.TES/S.S.PLATE BLADES t 0HIC.3 4 AIS! 1/4'-20.1/2'4.576' TNN.304 NSI S.S.5.5, r / 1/4•-20 745• 2.293' FLAT MEAD 2.293• .745• MT BIN (2)1/4.0-20 MOLES FOR S.S.M.S. TSD DO CAST (2)1/4.0-20x1/Y S.S.M.S. NOOSING PAINTED 1/4•-20 ,4 92 I; (2 TIP,) GAMED PANTED iMFAOED E CAST �l MOUSING EN.WFI -g, ,I- 1.940" WED Purrtto 22 910.3100 .318" .20.2.2 Ob'(' .875• 1.940• .318• 'GRESS TURN Q 062• -''� g KNOB. 7 .875•-- 1.325• ,BIS" eta. (1)5/1611 116 HOLE FOR(1)/16.0-16.1 5/B• .318• `�oTx+oER 0..0/ M.V.S.S.THREADED THUMB SCREW W/ACETA.HEAD a KEYS(CHROME 1�B4U55 CnJNOER 13 HV CENTERMATE 1g HV FLOATING CENTERMATE S.S.SALT WATER LOCK 4 .984-1.4 PLATED) (CHROME PLATED) ALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 15 QUALIFIED FOR USE W/ HV BLADES10,f BLADE Cl)2e74 4.w5 1� 16 H.V.LOCK 17 H.V.EGRESS LOCK ��•� 1.]56 1.753• ry .321' 0.33: QUALIFIED FOR US W/ QUALIFIED FOR USE W/ HV (o.D.) �Q'o4• BLADES D,b BLADES 10,® 061 . .Os ) o N R ]Dar 1.000 n Mp COMPONENTS 0.166 � p94 � \ • 6 L- 6063-T6 ALLOY AND TEMPER 4.66" HV MALE"T"LOCK 5 B2z• SCALE 3/8=1 HV FEMALE"T"LOCK L-.2750•--� �-x.750•-1 16 CENTERMATE 19 21 HV"T"LOCK QUALIFIED FOR USE W/ HV CENTERMATE PLAN FRONT ELEVATION QUALIFIED FOR USE W/ HV "J"CLIP FOR"T"LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE BLADEC J2L0�yy, QUALIFIED OR US W HV GLAD 11 BLADE D FLORIDA BUILDING CODE (High Velocity Hurricane Zone rM:A r, �-_ ©2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. V 1r _ s z% A.S.S.A. BERTHA HV L E C O I N . Accordion Shutter System H.V. RADE#3 W OR W/0 H.V. NINDOW BLADE American Shutter Systems REV.TILLIT TESTING & ENGINEERING COMPANY Na DESCRIPTION DATE DRAWN BY:L.C. A • • 6355 N.W.361..SL,S4.305.VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 an Is-JMI Ol/24/n DATE:07/26/17 .p' STATE QF Phar,.: (705)071-Is3o.Fa::(sos)Bn-tvt 4268 Westroods Drive 2 x_01 A P:•' ��� .-male Lataoa000l.com West Palm Beach, FL 33407 3 DRAWING No =. o Rio N,01.%' EB-000671917-103 N "yy"•'••' WALTER A TI IT Jr.P.E. 4 P.E.�4fAL/71940KR DATE FLORIDA ua. ►44167 s SHEET s 2 0F 18 .255 1.917' O- MUNBTURN 12•MIN. 6'MIN. T .OBJ' mNIDER OR • 7 $ .pt4• a .12 - J8J-a n KEY CYLINDER 27 7 063 w .063" .545- . 11. 0.875-Min. L.— 1 .125-Max. .375'509' '�,n 1111 ., 0 2g 12"LOCKING ROD Q ® 6"LOCKING ROD 22 HD CENTERMATE 23 24 HD CENTERMATE HD CENTERMATE'S ° O - QUALIFIED FOR U,�E W/ HV QUALIFIED FOR U E W/ HV W/LOCKING ROD W/NO LOCKING ROD INSERT 804" BLADE 11 BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV OUALIFIED FOR U E W/ HV — BLADE C BLADE Q1 BLADE *C�YLINDER UMBTURN 6 INSTALLATION WILL REQUIRE A KEY IL T/16" OLE DRILLED AT TRACKS FOR PROPER INDER EMBEDMENT 1.75•Mt:. BY RECENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. 1.1311" QUALIFIED FOR USE W HV 3/1eti tl/2' BLADE01 / 0.321• s.s.RNETS 3/15•:7/e'0 .ori•� .175•LQ �� NYLON WHEEL Ey $ s11o'0 TVP. 1/4-e a7s'0 � ® ELEVATION A .320'0 27 HV 1/4"0-20 AISI 304 SERIES7®HV 3/8"0-16 ACETAL 28 HV LONG RECESSED 29 HV SHORT RECESSED 30 HV NYLON HAT31 HV WHEEL CARRIAGE S.S.THUMBSCREWS THUMBSCREWS NYLON BUSHING NYLON BUSHING WASHER AISI 302-303 SERIES QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1 BLADE C .365"t D�DACROSHIELD .400"e .38 o .500"0 M. 7I I 0.]01' .� .153' COMPONENTS (CONTINUED) N.T.S HV DIRECT BLADE HV PIN Q 81 35 HV PIN MALE KNUCKLE 36 ALTERNATE PIN MOUNT PIN 1a 1e 10 22 23 • CGS BLADE& Cd!31 . #14-14x1 3/4" W/ #B HD, " W/ N8 HD, /10-18"z2 3/4" W/ �8 HD,W1 HV HD MARKINGARKING W/ W/ HV HD MARKING W/ #14-14"x2 3/4" W/ #8 HD, #10-18"x3" W/ #8 HD, (SEE DETAIL I SHEETS 13 & COATING DACROSHIELD COATING W/ HV HD MARKING W/ W/ "4'• HD MARKING W/ 16) W/ DACROSHIELD COATING DACROSHIELD COATING DACROSHIELD COATING FLORIDA BUILDING CODE (High Velocity Hurricane Zone Q2017 TILTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. '�icEIV, _ BERTHA HV`M 9 /7 •..A.S S A Accordion Shutter System # I L ECO H V. BIADE#3 W OR W Q RV. WINDOW BLADE s American Shutter Systems I".Nn DESCRIPTION DATE DRAWN BY: L.C. TICCIT TESTING & ENGINEERING COMPANY Ossociation, Inc. 1 11- 01/WIT DATE-'07/25/17 , BJSS H.W.38N.51.,51".305,VIRGINIA GIRDLNS,FLORIDAFLpWA 3JI Pnona (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 sl' ..,..CIDP -"eE:alWS71ol.tom West Palm Beach, FL 33407 s DRAWING No 17-103 P.E. SEAN£I�t�IEAN�la, 0,41 DATE WFLTE�.�18j 44 P.E. 1 HEFT FLORIDA Lit. �41167 5 SHEET 6 3 OF 18 II I'I ?ffe OR® O® ® �® EXTERIOR EXTERIOR EXTERIOR EXTERIOR i 1 II I I !I OO III ® II OO I III O-® OO I 1 ASSEMBLY AT(9. ASSEMBLY IN BETWEENIA. ASSEMBLY ATR, ASSEMBLY IN BETWEEN(. ((DGO EVERY OTHER INTERIOR KNUCKLE) (®GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY WHEN 21" LONG NOMINAL PINS ARE USED* WHEN 3" LONG NOMINAL PINS ARE USED SCALE:1/4-_ I' 'THE HV PINS & BUSHINGS ARE PRE-ASSEMBLED. TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275" O.D. z 0.130' I.D. z 0.072"THK. RUBBER RING IS PLACED OVER THE END OF THE SCREW, THE RING IS LEFT ON THE PIN WHEN INSTALLED INTO THE KNUCKLE'S SCREW BOSS. FLORIDA BUILDING CODE (High Velocity Hurricane Zone T��L ®2017 TILTECO,INC. (ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. ;11P ,........ ��' BERTHA HNTM TIL E C O INS. Accordion Shutter System j H.V. BLADE#3 W1 OR W/O H.V. NDON MADE / tILL IT TESTING & ENGINEERING COMPANY.W.J64.St.,54.JOS,"ROW GARDENS.FLORIDA}}I6 American Shutter Systems REV.H• DESCRIPTION DATE DRAWN BY: LC. * ' Association, Inc. 1 an m-oe1 mnv,T DATE:07/26/17 • 6J55 H Pnona (305)071-1550.Fat:(305)871-1531 4268 Westroods Drive 2 DRAWING No •-mwl:U11-000I.C•m West Palm Beach, FL 33407 3 17-103 S WALTER EB-0006719 A TILUT Jr.P.E. 11 FLORIDA Uc./44167 5 SHEET P.E. 011&l TUKE"/DATE 6 3A OF 18 NOTES ON HV, HV "T" AND HD LOCKS AND CENTERMATES: I It It I f VALID ONLY FOR INSTALLATIONS W1 HV Cf BLADE QOQ 13 1 * APPLICATION W/ HV LOCKS AND CENTERMATES: 1. MANDATORY CONORION .0 ONE HV LOCK 15 or�ori SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY ®oR�l.�.® 10 SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 158', AND FOR INSTALLATIONS AT ANY If 11 II ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUDS. HV LOCK 15 or 1@1 or @MAY BE USED AS AN INSIDE OR 144 0 1 OUTSIDE LOCK, ATTACHE TO®or(04 CENTERMATES W/(2) 1/4"-20 It 1/2'LONG FIAT HEAD S.S. M.S. LOCATION OF ,G2� LOCK SHALL BE AS INDICATE ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS©W/®7 AND(2R IS COMPLETELY OPTIM& 15 2 -0-- 2. "wATow CONOn m/4 Fos aw I pop Kw wrAL sT1_x• ONE HV LOCK 15'or @Fi or 10 SHALL BE SHUTTER SPAN �a� USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP (SEE SCHEDULE 18 18 ° 0 158. AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK i©or ON SHEET s) 7 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q or®CENTERMATES W/ (2) 1/4"-20 x 14 4 1/2" LNG FLAT HMS M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE Of LOC C 8005®W/®OR(M TOP AND BOTTOM IS COMPLETELY MANDATORY. 16 1/2 OF SHUTTER SPAN 16 � � FOR INSTALLATIONS W/ 3. ST•IiAT10Ns: ONE HV LOCK\y or(9 or C7 SHALL O (1)HV OR HD LOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 1 LOW 1 2 OF SHUTTER SPAN SUP kS-HU BE INSTALLED 12"ABOVE TO YB", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK IS�.or 1 or A$ AN INSIDE OR I ( BELOW MIDSPAN OF �- 1 TTER. OUTSIDE LOCK, ATTACHED TO ©or 14 SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. �y� r I I M.S.�LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS t W/f7 OR`E:?TOP AND BOTTOM IS COMPLETELY MANDATORY. 4. HV LOCKS 16U1' OR 51 MAY BE UIF SEDASAN FOR NSIDE ORBETTER POUTSIDER �LCK. CONNECTION CE OR FOR ROF LOCKS ITY PURPOSES, O CENTERMA S 13 SEE END OR (14�SHALL BE AS INDICATE ON NOTE (1) ABOVE, CONNECTIODETAILS ONN LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHEETS 110, 13 k 2 4 b4 8 9 16 TYP. FULL SI * APPLICATION W HV "T" LOCKS AND CENTERMATES: EIGHT. / OR 1. SECOND LLIERNATE TO MANDATORY COMDRION!1 VALID ONLY R HV'r LOM(a .AND CENTERMATES Q8 AND 119) ONE ALTERNATE HV 'T"®�rOOCENTERMATESFO F CENTERMATES ANY ELEVATION. ALTERNATE CL 21 21!YMAY BE USEBE D AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK Zt IN LIEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATION AT INCLUDES USING "J'CLIP®, AS SHOWN ON SECTION 15, SHEET 12, WHICH MUST BE CONNECTED TO CENTERMATES UNLIMITED WIDTH g�AND ®W/ 1/4" 0-20x1'S.S.M.S. INTO A 1/4'0 x 5/8" RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®or +TOP AND BOTTOM IS MANDATORY. TYPICAL 1 H.V. BLADE #3 SHUTTER ELEVATION * APPLICATION W/ HD LOCKS do CENTERMATES: N.T.S. 1,TIM LLT�E�R UTE To WMDATORV CONDMON A 1 VALID FOR HD L=U W/(3)NO CEfRE.i A&M f3 OR U DR SEE CHATIONS ON SHEET 16.OF USE FOR BLADEE A. _ ONE ALTERNATE •LOCK MAYBE USED IN UEU OF OTHER LOCKS FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ��--"�- ALTERNATE HO LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK a5 TO I&IS W/ (3) 08 x 3/8" F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT(g�AS SHOWN ON SECTION 18. SHEET 12. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®or(8 IS COMPLETELY OPTIONAL ++++ FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1,11 •••,• �4),� ®2017 NLTECO.INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. T1 ENS, BERTHA BERTHA HVTM A■S■S■A■ Accordion Shutter System H.V. BADE#3 W/OR WHO H.V. WINDOW BADE American ShuHer Systems M.No DESCRIPTION DATE DRAWN BY:LC. 3r [ TILUT TESTING h ENGINEERING COMPANY `: •'•• ATE Of Q�� 0.155 N.W.J6tN.St..Sb.305.VIRCINu GARDENS.FLORIDA 33t5t Association, Inc. i pD is-D!, D)/n/" DATE:07/26/17 Phone (305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No '•.�Ls URI \�TILL —.11B: West Polm Beach, FL 33407 5 17_103 s/ANAL EN�''r,, WALTE19 R A TI��T Jr.P.E. FLORIDA Lk./44167 5 SHEET P.E. SEAL/S10MAIURE/DATE 6 4 OF 18 NOTES: (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) L-i MAXMUM ALLOWABLE SPAN FOR A GIVENNEGATIVE A.S.D.DESIGN PRESSURE RAING FOR INSTALLATIONS W/ 1� HV BLADE. A FOR INSTALLATIONS W/ ( HV BLADE. A (,)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: POURED CONCRETE,CONCRETE BLOCK t GIVEN A AS.D.DESIGN PRESSURE RATING.DETERMINE MAXIMUM SPM!'L.•FROM MAXIMUM AND WOOD INSTALLATIONS• MAXIMUM FOR METAL STUD INSTALLATIONS Is SCHEDULES. A.S.D. A.S.D. GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING,DETERMINE MAXIMUM SPAN'L-• FTtOM SCNEDUlES. PRESSURE WALL MOUNTtN FLOOR/CEILING MIN.SEPARATION PRESSURE WALL MOUNTING FLOOR/CEILING MIN.SEPARATION RATING MOUNTING TO GLASS RATING MOUNTING TO GLASS FINAL IMUM ALLOWABLE SPAN Is EQUAL TO THE MIA"DETERMINED SPAN (P-fl _ (F6fl BETWEEN Z+'AND'L-*. (F7) L-(FT) J!(FT) L-(FT) KNUCKLES R T (+a) L(FT) L-(FT) L'(FT) L"(Fl) ��jfi (S)PROCEDURE T'AND ME MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOl1MiNGS W/FLODR/CEILING MOUNTINGS: 35 12'-7" 13'-0" 12'-7" 13'-0" 4" 4 3/8" 64 T-0" T-0" - 2 3/4" 4 1/8" FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE RATING: DETERMINE: 4D p" 12'-3" IT-10" _12;-T 4" 4 3B" LI+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 4 '-9" 11'-11" ll'-9" ll'-11" 4" 4 3/8" L_MAX.SPAN FOR FLOOR/CDUNG MOUNTING INSTALLATIONS. 4" 4 3/8" 72 6'-7" 8'-T' - - 2 314" 4 1/8" FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE RATING: 55 11,-4" 11'-4" 11'_4" 11'-4" 4" 4 318" DETERMINE: Lt-.MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 60 107---s. la-r 10'-B" IU-6" 1 4" 4 318" L]-.MAX.SPAN FOR FLOOR/CDLFNG MOUNTING INSTALLATIONS. 65 8'-8' 6-61 g-8" 8'-8" 4" 4 3/8" •SEE SECTION 10 ON SHEET 1 OA. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 1t+•,'U.', 70 8'-3" 8'-3" 6-3" 8'-3" 3 1/8" 4 1/8" t,-'AND'u-• 75 T-9" T-91' T-9" T-9" 3 1/8" 4 1/8" (s)GO TO ANCHOR SCHEDULE ON SHEETS 5&7 FOR CONCRETE AND BLOCK,SHEET 8 80 T-3" 7'-3" T-3" T-3" 3118" 4 1/8" FOR WOOD AND TO SECTION ON SHEET 10 FOR KEYSTONE MOUNTINGS AND SHEET 10A FOR METAL STUDS WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.D. 85 6'-1(O" 6-10" a-10" IT-10' 3 118" 4 1/8" DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 90 5-7" 5'-T' 5-7" 5'-7- 3118" 41/8" 95 6-91 5'-B° $-8" 5'-6" 3 1/8" 4 1/8" RE LIIOFKN KNUCKLES SEPARATION TO GLASS L SKALLS/ N THE GREATEST MEASURED)FROM EITHER REAR OF NNIICI(LES OR REAR OF LACKS/CENTERMATES(AS APPLICABLE)TO GLASS. 100 5'•5" 5'-5" 5'-5" S-5" 5 lie, 4118" 105 5'-3" 5'-3" 6-3" 5'-3" 3118" 4118" 110 s-2" 5'-2" s-2" 5'-2" 31/r z31a^ MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ft.) FOR INSTALLATIONS W/(l & !�* HV BLADES. A A INSTALLATION LEGEND APPLICABLE FOR(11 HV AND ®HV BLADES U13STRATES CONCRETE & t EXCEPT THAT 'L•U!u -,UTTL?EFdl L• CF '-- i.7) -rl lu POURED CONCRETE,CONCRETE BLOCK MOUNTINGS MASONRY METAL STUD WOOD i..S.D.DESIGIJ PPESSUPE RATIIIG FD?INSTALLFTIGI IS]UTO CCIICPETE MAXIMUM AND WOOD INSTALLATIONS D2 COIICRETE BLOCK SHALL HE UNITED AS FOLLOWS A.S.D. WALL 1, 2, 3, 10 1W, 3W, 4W !-COIIIIECTIDIS TO KEYSTOIIE IIDUUTIIIG LIIIITED p.S.F. RATING TO-6a,--2 PRESSURMOUNTING TO GLASS WALL MOUNTING FLOOR/CEILING MIN.SEPARATION 4, S & 9 7W, 9W & low :-117 7'-6'SPA]!,SEE SECTI011 9 Oil SHEET 10. (P+9 KNUCKLE LOOw FLOOR CEILING 6, 7 & 8 --- 2W, 3W, 6W (FT) L'(FT) L'(FT) L(FT) errteRMA � & 8W 9'-6" 9' •, 9'-6" 3 1/2" 3 /8" 4-EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" 8'-11" B'-11" 8'-11" 3 1/2" 33/8" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR •SEE LIMN ATIONS OF USE FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: BLADE A ON SHEET 18. 1- CONNECTIONS TO PLYWOOD LIMITED TO ±62 p.s.f. AND 8'-11" SPAN, SEE SECTION 5W ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO ±62 p.s.f. AND 8'-0" SPAN, SEE SECTION 2W ON SHEET 14. FfF+MEA FLORIDA BUILDING CODE (High Velocity Hurricane Zone TNI'`G ' ��,•��� ®2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. BERTHA HWM IL E C O ,Nc. A■S■S■A■ Accordion Shutter System ir / ` * KV. eLAOE#3 w OR w o KY.. NINDGN BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. tn 6355 N.W.M" SL,Sb.JOS.`ARGIM GARDENS.FLORIDA 33160Association, Inc. 1 o13-01 oT/ie/,T OATS:07/28/17 ' XA Phone (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No .�f. •. RI ��LI,A e-moEBU78oe6ol.com West Palm Beach, FL 33407 3 S WALTER A.TILLR Jr.P.E. 4 17-103 FLORIDA Li°. 1 44167 5 SHEET P.E. SEAL/SlfiNK6'RE/DATE 6 5 Of t8 'SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES eUMMEm IM AZO MAXIMUM ANCHOR * SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER ANCHORS TO WALL SHALL BE AS FOLLOWS: D=ooN W/AIMMM EaNDGG SPAN, A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING (A) TO EXISTING POURED CONCRETE: ALL POINTS IThC ETC E BLUE TAP WiTll AP MOUNTING TYPE FOR CONCRE INSTALLATIONS - 1/4'0 TAPCON W/ADVANCED THREADFORAI TECI010LOGY,AS MANUFACTURED BY I.T.W.BULDEX.(Min.rc-3 Ili). TAPPER+ - 1/4"0.3/4'ALL POINTS SOUR-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW.BOLT N2 SPECIALTY COMPANY.(Mn Fc-3 Nd). (SEE MOUNTINGS 1, 2, 3, 4 k 5 ON SHEET 9) - 1/4"0 BLUE TAP CONCRETE ANCHORS WITH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.TC-2 W1). 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.(Min.rc-3 Nei),AND DISTRIBUTED BY ALL POINTS SCREW,BOLT @ SPECIALTY COMPANY OR POURED CONCRETE ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. k (?)WALL MOUNTINGS & 4 WALL MOUNTING WALL SILL MOUNTING NARANIIM NOTES: SPAN(T) W/©•Q OR® W/®+© W/®+© A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON W/ADVANCED TINFADFORM TECHNOLOGY AND TAPPER+ANCHORS IS 1 3/4 AND 1 1/2'FOR BLUE TAP "S 0.lihe NATIVE LOAD(p0) ASD.DESIGAI NEGATIVE LOAD(W) Asa,RESIGN NEGATNE LOAD(PM) WITH CAP ANCHORS. 30 100 110 J 40 50 60 0 O 40 50 60 70 50 90 100 110 30 40 1 50 60 70 80 90 100 110 AL2)MINIMUM EMBEDMENT OF 1/4"0.3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE.NO EMBEDMENT INTO STUCCO SHALL BE 9 9 9 9 9 1 9 9 1 9 1 9 9 9 9 9 1 9 1 9 9 9 9 9 9 9 9 9 9 9 9 9 PERMITTED. 1/4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO MIST.AND 1'MINIMUM FOR WALLS WHAM NO STUCCO. J'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OR LESS 9 9 99 9 9 9 9 B 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 AL3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR,ANCHORS SHALL BE LONG 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHAL BE AS INDICATED ON NOTES A7)h AL2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING WITH OR WITHOUT METAL STUDS OR EIFS WITH WIND SKIDS CONSULT THIS ENGINEER.FOR INSTALLATIONS INTO EIFS WITH METAL STUDS SEE SHEET 10, 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 4'-0' - - (B) TO EIOSTNG ASM C-90 CONCRETE BLOCK WALL: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 B 9 9 9 9 8 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - 1/4'0 TAPCON W/ADVANCED TNEADFORMI TECHNOLOGY ANCHORS.AS MANUFACTURED BY LT.W.BARLDEx. 1/4"0.3/4-ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY AL POINTS SCREW,BOLT h SPECIALTY COMPANY. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 _ 1/4"0 BLUE TAP CONCRETE ANCHORS WITH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 9 9 9 9 9 9 9 7.5 6 9 9 9 9 9 9 !_ 9 9 9- 9 9 9 9 9 9 9 9 - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT @ SPECIALTY Ca~OR ANY OTHER APPROVED 5•_p' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LICENSED OR AUTHORIZED VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 9 9 9 9 9 8 3.3 14.5 3.3 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8.3 7 5.5 9 9 B 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 NOTES: _ _ 8.1)ANCHORS EMBEDMENT INTO CONCRETE BLOCK OF TAPCON W/ADVANCED THIFAOFOF N TECHNOLOGY ANCHOR IS 1.AND 1 1/4"FOR TAPPER+AND BLUE TAA WITH CAP 9 9 9 9 9 B.5 6.5 5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 - 9 6'-0' - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 9 9 9 6.5 4.5 4 J 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 B.2)MINIMUM EMBEDMENT OF 1/4'0.3/4'AL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO EMBEOMENT INTO STUCCO 9 9 9 9 9 7.5 5.5 4.5 - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 SHALL BE PERMITTED. 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. 9 9 9 8 6 ±-5- - - 9 9 9 9__Q 9 9 - - 9 9 9 2- 9 9 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE ExisTING COAL OR FLOOR,ANCHORS S ALL BE LONG 7•-0 -L-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _9__ _ _ _ _ _ _ ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1)@ 0.2)ABM.FOR INSTALLATIONS ON VINYL 9 9 9 6.5 4.5 3.5 3.5 - 9 9 9 9 9 9 9 9 9 9 9 9 9 9 SIDING WITH OR WITHOUT METAL STUDS OR EIFS WITH WOOD STUDS CONSULT THIS ENGINEER.FOR INSTALLATIONS INTO E85 WITH METAL STUDS SEE SHEET 10. 9 9 9 9 7 3.3 4 - - 9 1 9 9 9 9 9 9 - - 9 9 9 9 9 9 9 - - (C) ANCHORS%WIL BE INSTATED FOLLOWING AL OF THE RECOMMENDATIONS AND SPEOFICATIONS OF THE ANCHOR'S MANUFACTURER 9 9 8.5 6 4.5 - 9 9 9 9 9 9 9 9 9 9 9 9 - 8•_0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ (D) SEE SCHEDULE BELLOW FOR EDGE DISTANCE(E.DJ VERSUS SPACING RELATIONSHIP FOR A NICHORS. 9 9 8 4.5 3.5 - - - - 9 9 9 9 1 9 1 9 - - - 9 9 9 9 9 9 1- - - EDGE DISTANCEVERSUS Ic cpACIN s N D FOR AN HORS• 9 9 9 7.5 5.3 ! - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - MAXIMUM ANCHOR SPACINGS ARE VAIJD FOR EDGE DISTANCES NpCATED BELOW.FOR E.D.LESS MAN THE INDICATED,REDUCE ANCHOR SPACING BY MULTIPLYING 9 9 9 6.5 4.5 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - SPACING SHOWN ON SCHEDULE BY ME FOLLOWING FACTORS.REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACNC INDICATED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FOR EACH ANCHOR TYPE. 9 8 5.5 J.5 - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - FACTOR 9 9 8.5 5.5 4 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 AL TAPCON WITH ADVANCED THREADFORM TECH. TAPPER + 9 9 7.5 5 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - E�DGEE ALL POINTS SOLID SET BLUE TM WTTF1 CAP MIN. SPACING - - - - - - - - - - - - - - - - - - - - - - DICTANCE J' 4' MIN. SPACING 3 1/2' MIN. SPACING J' J 3/4' 4' - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - E.D. ppLp CONCRETE CONCRETE BLOCK POURED CONCRETE 8 POURED CONCRETE 8 9 9 7 4.5 - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - CONCRETE BLOCK CONCRETE BLOCK LOI+C13fE CONCRETE BOK 9 9 6 4.5 3.5 - - 9 9 9 9 9 9 9 9 9 9 - MN.EA.•3 1/2' MN ED.=2 1/2' MN ED.=.8,L/02 1 2' MN.ED.: }' AWN ED.-3 1/1 MN.ED.-2 1/2' 1 - - - - - - - - - - -- - - - - - - - - - - - - - - - - - 3- 0.90 1.0 0.787.0 9 6 3.5 - - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - 2 1/2- 0.81 1.0 - 0.67 1.0 9 9 5.5 4 - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - 2- 0.71 _ 0.51 9 8.5- 5 3.3 - - - - - 9 9 9 9 - - - - - 9 9 9 9 - - - - - 1 3/4' 0.91 0,� _ 12'-0' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 4.5 J - 9 9 9 9 9 9 9 9 1 1/2- - - - 0.35 9 7.5 4.5 - - - - - 8 9 9 8 _ _ _ _ _ 9 9 B 9 - _ - _ - 9 7 - - - - - - - 9 _ _ _ _ = 1 HV BLADE 3 OR 1 HV BLADE 3 W ♦ SEE LIMITATIONS OF USE FOR BLADE lA EQHV WINDOW BLADE WORKING IN UNISON♦ 8.5 4 9 9 9 9 ON SHEET te. `�(AAAnAAiA�.� FLORIDA BUILDING CODE (High Velocity Hurricane Zone AII,F�1.y\.• •'.. -- ®2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY, INC. :• ''\,\cFrys BERTHA HVTM L ECO OSSA Accordion Shutter System Tf r M C. . . . • H.V. BLADE#3 W OR W/O HV. W)NDOIN BLADE o: TICCIT TESTING dT ENGINEERING COMPANY American Shutter Systems REV.Nal DESCRIPTION DATE DRAWN BY: L.C. STA7EOF 6755 N.W.36tH.M.510.JOS,VRGNN GARDENS.FLORIDA 331 Association, Inc. 1 an IJ-Det 07/29/17 DATE:07/26/17 /N Phone:(305)871-1530.Fa.:(305)871-1531 4268 Westroods Drive 1 DRAWING No fl`p'•.• RIDP,[.. LLL, a-maEB-000671g♦o .cam West Palm Beach, FL 33407 3 A•••c�AI7\ E WAITER A.TLLR Jr.P.E. 4 �-103 AAAAL {• FLORIDA I.m. j 44167 5 SHEET P.E. SEAL:b& 400t/DATE 6 6 OF IS .• o m •: ------------ Mr.ram ZZ11114111 :a • .7.I V3 ImI • p WOO •• • •i •. p .. 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Accordion Shutter SystemJ • • • .• • COMPANYTILLIT TESTING & ENGINEERING Association, • t4—il:tiltocoeaol— i West Palm Beach, FL Drive _ _ DRAWING No WALTEE-0006719 17-103 • r " t A�� 1 MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX, SHUTTER SPAN, A.S.D. DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 14& 15). !E� U B !S&TF=R ATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G-0.43 W/ MIN. G-0.36 PLYWOOD MAXIMUM SPAN(N) WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL MOUNTINGS CEILING MOUNT 3W WALL 1W. 4W, 7W, 9W & 10W FLOOR MOUNTINGS JW, 4W, 7W, 9W & 10W FLOOR MOUNTINGS 1 W, 4W, 7W, 9W & 1 OW FLOOR MOUNTINGS MOUNTING 6W & 8W 5W & 8W 6W & 8W 5W A.S.D.DESIGN NEGATNE LOAD(pd) ASD.DESIGN NEGATIVE LOG(pAf) &S.D.DESIGN NEGATIVE LOAD(W A.S.D.DESIGN NEGATIVE LOAD WI) A.S.D.DESIGN NEGATIVE LOAD 64 ASO.DESIGN NEGATIVE LOAD(pop LSD,Im NGWE 1pr0(+IQ 30 40 50 60 70 80 90 100 110 30 40 50 60 70 1 80 1 90 100 110 30 40 1 50160 70 80 90 100 710 30 40 50160 70 BO 90 700 110 30 40 SO 60 70 80 90 100 110 30 40 50 60 70 BO 90 100 710 30 40 50 62 -0"OR LESS 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8 7 6.516 9 9 9 9 9 9 9 9 9 9 9 9 9 B 7 6 5.5 5 9 9 9 9 9 9 9 9 9 9 9 9 7.5 6.5 5.5 5 14.514 9 9 9 9 4'-0" 9 9 9 9 9 9 9 9 8 9 9 9 8 7 6 5.5 5 4.5 9 9 9 9 9 9 9 9 9 9 9 8.5 7 6 5 4.5 4 3.5 9 9 9 9 9 9 8 5.5 4 9 .5 7 5.5 5 4 3.5 3.5 3 9 9 9 9 9 9 9 9 9 9 7.5 6 4.5 9 9 8 6.5 5.5 5 4 4 3.5 9 9 9 9 9 8 9 8 8 9 8.5 6.5 5.5 4.5 4 3.5 3 3 9 9 9 9 9 5.5 4 3 2.5 9 7 5.5 4.5 4 3.5 3 2.5 2.5 9 9 9 9 6'-0" 9 9 9 9 9 8 5 4 3.5 9 8 6.5 5.5 4.5 4 3.5 3 3 9 9 9 9 6.5 4.5 9 8 - 9 7 5.5 4.5 4 3.5 3 2.5 - 9 9 9 8 4.5 3 2.5 - - 7.5 5.5 4.5 3.5 3 8 2.5 2 - 9 9 9 4.5 7'-0" 9 9 9 9 6 4.5 - - - 9 7 5.5 4.5 4 3.5 - - - 9 9 9 9 4.5 3.5 - - - 8 6 4.5 4 3.5 3 - - - 9 9 9 4.5 3 2.5 - - - 6.5 5 4 3 2.5 2.5 - - 9 9 6.5 2.5 8'-0" 9 9 9 6.5 4.5 4.5 - - 8 6 5 4 2.5 3 - - 9 9 8 8 3.5 2.5 - - - 7 5 4 3.5 3 2 - - - 9 8 5.5 3 2.5 - - - 5.5 4 3.5 2.5 2 2 - - - 9 9 3.5 2 9'-6" 9 9 6 4 3.5 - - - - .5 5 4 3 2.5 - - - - 9 8 5.5 3 2.5 - - - - 5.5 4 3 2-5 2.5 - - - - 9 5.5 3 2.5 - - - - 4.5 3.5 2.5 2 2 - - - - 9 4.5 2 - tp'-p" 9 9 6 4 - - - - - 6.5 5 4 3 - - - - - 9 8 4 2.5 - - - - - 5.5 4 3 2.5 - - - - 9 5.5 3 - - - - - 4.5 3.5 2.5 2 - - - - - - - 11'-0" 9 9 4.5 3 - - 6 4.5 3.5 2.5 - - - - - 9 6 3.5 - - - - - - 5 3.5 3 2 - - - - - 9 4 2.5 - - - - 4 3 2 - - - - - - - - - 12'-0` 9 9 3.5 - - - - 5.5 4 3 - - - - - - 9 4 2.5 - - - - - - 4.5 3.5 2.5 - - - - - - 8 3 - - - - - - 4 2.5 - - - - - - - - - - 13'-0" 9 5.5 3.5 - - - - 5 3.5 3 - - - - - - 8.5 4 2.5 - - - - - - 4 3 - - - - - - - 6 2.5 - - - - - - - 3.5 2.5 - - - - - - - - - - +NOTES ON ANCHORS REQUIREMENTS• WOOD SUBSTRATE 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED I.T.W.BUILDER W/MINIMUM PENETRATION OF THREADED AREA AS INDICTED AT EACH SECTION ON SNEER 14&13. O HV BLADE #3 0 R �� HV BLADE #3 W/ SE EXCEPTION: SEE NOTE 2 BELOW. 2.ANCHORS HOLLOW CEILING SHALL BE A5 PER MOUNTING TYPE 2W,SHEET 74 AND ® H V WINDOW BLADE #3 WORKING I N UNISON SHALL CONSIST IST OF LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/G-0.55(N.D.S) -DOUGLAS FIR W/G-0.50(N.D.S.) *SEELIMITATIONS OF USE FOR SPRUCE PINE FIR NORTH W/G-0.43(N.O.S.) BLADE 1A ON SHEET 18. PINE FIR SOUTH W/G-0.36(N.D.S.) -MIN._SPRUCE/2"COX PLYWOOD(1986 APA) 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS PER NDS 2015 FLORIDA BUILDING CODE (High Velocity Hurricane Zone •'I� T I� ®2017 TILTECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. V�GENSE':�9= BERTHA HV IV . :* /7,LrEqo ,.,. A.S.S.A. Accordion Shutter System RV. BLADE #3 W1 OR W/O H.v. WINDOW BLADE American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: L.C. TILUT TESTING & ENGINEERING COMPANY / -a'• SAT F W BS53 N.W.36th.SL.SG.305.VIRGINIA GARDENS,FLORIDA 331 Is- m7Ry,7 DATE.07/26 Association, Inc. 1 aD 17 111 Phona (305)871-1530.For:(305)871-1531 4268 Westroods Drive 2 DRAWING No (� \ 111 .-moll:laLe00000l.com West Palm Beach, FL 33407 3 17-103 7_'03 •`EA 1 ES-0005719 S/ AI.� M'' WALTER A PWT Jr.P.E. 4 P.E. SEALJ31QIaf(ffJ E/DATE FLORIDA Lx. 44167 5 SHEET 6 8 OF 18 POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6 k 7) OR CONCRETE BLOCK WALL REQUIRED EXISTING WALL REQUIRED CONCRETE ANCHORS 1/4'0-20x3/4'S.S. BOLTS W/ GL SS (SEE SCHEDULE ON SHEETS 6 k 7) kUT B WASHER O 9'O.C. LA MINS.` ARATo SEE SCHEID S_ 1/2' 1'MIN. ON SHEET 5) I I O 1 2' or®or® , E.D.• /� 2 I I E. D.• '"-' E.0.4 8 I; I' I I/2' 4 MAx . . .......... I I MIN SEPARATION N I I O ON SHEET 5) I I I 5 2 1/2' MRN.SEPARATION TO GLASS i GLASS(SEE SCH NYLON COVER (SEE SCHEURE ON SHM 5) I ' —TOR ®O i 1/4'023/4'F,H. S.D.S. ITW EXISTING I I EXI STING I '• BUILDE%TEK SCREW O 9'O.C. GLAS �^ jI I; --- I ' 'I POURED CONCRETE CONCRETE ANCHORS -� OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6 h 7) WALL REQUIRED �1 WALL MOUNTING INSTALLATION O3 WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION EXISTING EXISTING GLASS i GLASS MN.SEPA/NTION TO OASS I MRI.SEPARATION 10 (SEC SCHEDULES ON SH[ET SI S N SCHEDULES— GVNS.S(SPE ASCTIHOEDUTOES- I I O SHEET 5) I I O ON SHEET 5) I O EXISTIN GLASS I I I •M„I 8 1/4'MAX. •• ,• 1I'MNI. ' 171 E.D.• E.D.L .. .. 2 .. EDGE OF— SLAB F _ I - 1/2� 3 or O4 or® __. 1/2' 1'MN. APPLICABLE O 0 SLAB IF -._- APPLICABLE :______ •� I/4'0-20x3/4'S.S. BOLTS W/ POURED . I ` NUT$WASHER 0S9*O.C. CONCR �•• CONCRETE ANCHORS REQUIRED D.• D.4 (SEE SCHEDULE ON SHEETS 6 k 7) POURED CONCRETE POURED CONCRETE.I OR CONCRETE BLOCK CONCRETE ANCHORS OR CONCRETE BLOCK WALL REQUIRED (SEE SCHEDULE ON SHEETS 6& 7) CONCRETE ANCHORS WALL REQUIRED (SEE SCHEDULE ON SHEET 7) ( WALL MOUNTING INSTALLATION 04 WALL MOUNTING INSTALLATION © FLOOR MOUNTING INSTALLATION NOTE FOR COMBINATION OF SECTIONS: 4 E.D. - EDGE DISTANCE 1SEE SHEET 3 FOR TYPICAL SHUTTER (SEE NOTES h SCHEDULE ON SHEET 7) INSTALLATION DETAILS - ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED SEE LIMITATIONS OF USE FOR IN ANY WAY TO SUIT ANY INSTALLATION. BLADE 0 ON SHEET 18. SCALE 3/8"=I" 'E'AA& 'Irk! FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1 � L\T��Q. ✓�� ®2017 TILTECO,INC.(ENGINEERING)% ®2017 EASTERN METAL SUPPLY, INC. \CENSE•., i BERTHA HY" LIE C O A■S■SLA■ Accordion Shutter System KV. BLADE#3 W/CR W10 KY. WNDOW BADE American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY:L.C. TILLIT TESTING h ENGINEERING COMPANY 9 \ Association, Inc. I aD IS-m, o>rye/,T DATE:07/26/17 =O Al �• �1\S 6355 N.W.J6lH,Sl,Ste.JOS,VIRGINIA GARDENS.FLORIDA}}16 Phan.:(305)871-1530.Fox:(305)671-1531 4268 Westroads Drive 2 DRAWING No -mail:tilt.c.OROLcm West Palm Beach, FL 33407 3 1 7_'03 NAL EN EB-0006719 4 WALTER A TIL J,.P.E. P.E. SEAL)§(G�(�ATURE/DATE FL RIU../44,67 5 SHEET 6 9 OF 18 CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) REQUIRED CONCRETE ANCHORS(EXCEPT EDGE Of ALL POINTS SOLID • SUB IF SET) O 6"O.C.(SEE .D.M APPUCABIJ= POURED CONCRETE OR LIMITATIONS)FOR OR F NOTE}ON SHEET 5 CONCRETE BLOCK 1/4"6-2023/4"S.S. .. REQUIRED - HINE SCREWS USING EO EO _ 1/2" 1/4"-20 NUTS O 12"O.C. 2 X1/4"MAX. 3.00" 2 MIN. E.D., 1/4"MAX. EXISTING ' GLASS YM.SEIMAIgN I I SHEET i I EXISTING GLASS I I T I. I TO GLASS (SEE SCHEDULE$ T CEILING MOUNTING INSTALLATION EXISTING ON SHEET 5) O GUS 1/4" 1/4"0 RW BUILDEX TAPCON W/ADVANCED THREADFORM I I MAX. Iml. TECHNOLOGY OR 1/4"0 POWERS FASTENERS TAPPER+ 71/4"0-200/4" iTO GLASS t ANCHORS W/ 1 3/4"MIN.EMBEDMENT O 6"O.C.FOR EE sm 5) I t ♦ LP TO 6'-0'SPAN AND 4"O.C.FOR SPANS URGER TWW 6'-O"UP TO 7'-6"MA%.APPLY SEALANT AT EVERY FASTENER HEAD(TYP.)(SEE NOTE tONEXIC�S j 1/4"MAX. SHEET 5 FOR IMITATIONS)CONT.SEALANT#10.3/4"HE%WASHER HEAD TEK SCREWS O 9"O.C.ALTERNATE RJT RIOT 576 ` -ANCHOR LOCA ON 5/Y EXTERIOR CONCRETE ANCHORS x O . , (SEE SCHEDULE ON SHEET 7) O 12"O.C. '• _ �_EXISTING NON STRUCTURAL EDGE OF 2.00"MIN. .500" WALL TRIM(DECORATIVE SLAB IF 1/2" '1"1 EDGE OF 1.000° E.D. SILL) APPLICABLE �—EO— - SLAB IF EAPPLICABLE - MIN. s POURED CONCRETE POURED (• _ REQUIRED C.NCRREQUIRED L. E.D..: .E. D.4 • . ® FLOOR MOUNTING INSTALLATION_ n 9� KEYSTONE MOUNTING INSTALLATION 0 NOTE:THIS INSTALLATION SHALL BE REMOVABLE z E.D. - EDGE DISTANCE MAXIMUM 0.5.0. DESIGN PRESSURE. +64.-72 p5( WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE (SEE NOTES&SCHEDULE ON SHEET 7) MAXIMUM SHUTTER SPA! 7'-6" NOTE FOR COMBINATION OF SECTIONS: SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS (CONTINUED) BLADE to ON SHEET 18. 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY SCALE 3/8"=l" 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. II EINNl7� - FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1,V� �•�� ©2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. \��NSF'•.''9 BERTHA HVTM A■S.S■A■ Accordion Shutter System N.V. a,wE#3 w OR W/O H.V. NAND(7lN R-ADE #3 American Shutter Systems REV.No DESCRIPTION DATE I DRAWN :L.C. TIL UT TESTING & ENGINEERING COMPANY Association, Inc. I 0D.5-061 o7/w" DATE:07/26/17 O '• F 4Y �� 6355 N.W.369'.Sl..Sb.305.VIRGINIA WDENS.FLOROA 3316 4268 Westroods Drive 2 Phone:(305)671-1530.F6z:(305)671-1531 DRAWING No NETT s;'••:.:::: \\l�ld 6--w:Ut-7o-1— West Palm Beach, FL 33407 3 19 17_103 7011 L E l}' WALTER A.TI WT Jr.P.E. 4 /FEE' FLORIDA Lic./44167 5 SHEET P.E. SEAL/S(�NITURE/DATE 6 10 OF 18 I" Min. REO'D. MIN 6'. 1 1/2'. VARIES 0.035"THICK Min.ASTM 2•MOx GUIRED DOUBLE A-653 GRADE 40 Min.G-60 - - METAL STUD GALV.STEEL METAL STUDS W' 37b 3 ORO4 OR 4A AT 16'O.C. I 1 _____ _____ i ------------__ a 6 O.C. EXISTING GLASS o a W W L LREO'D.MIN. 1 3/{'x 6 ,/4 x I 37c - - -37 J 0.035'THICK Min.CONT.GALV. O 6"O.C. O O.C. I Mn STEEL TRACK CHANNEL,ASTM A-5531 VARIES GRADE 40 Min.G-60 GALVANIZED --------- - -----� FASTENED TU STUDS W/(2) EXISTING FINISH /6x1/2'TEK SCREWS ON INTERIOR j APPLICABLE I EXISTING FlNISNJ / k EXTERIOR FACE AS APPLICABLE I WN.SEPANUTKIN ro CLASS ET EXISTING GLASS-1 (SEE SCHE'OwE ON SHEET 5) � 9 1 I 1 / 1 SEE DETAIL X FOR REO-0.MIN. 1 3/4"1 6 1/4•x SIDE CONNECTION 0.035'THICK Min.CONT.(.ALV. I EXISTING FINISH TO TRACKS ON S1EEL TRACK CIMNNEL,ASTM A-653. AS APPLICABLE I I SHEET 13(TYP.) GRAGE 40 Min.G-60 GALVANIZED ' s•NAx. FASTENED TO STUDS W/(Z) 370 37 O OR®DR�\ /6x1/2'TEK SCREWS ON INTERIOR 8 EXTERIOR FACE6'O.C. O 6"O.C. W -- - -- ,REOUIRED DOUBLE METAL STUD I ___________ 1/2" 1/4.0 TEK SCREW OUIRED DOUBLE f I —_________ 3 OR OR 4A o 6"O.C. TO METAL STUD REOUIRED MIN.6'. 1 1/2'. w 7b DOUBLE STUD 0.035'THICK Min.ASTM 2"MOx. Fn1I EXISTING GLASS A-653 GRADE 40 Min.G-60 I ® 6" O.C. EXISTING GLASS GALV.STEEL NETAI STUDS 1 I AT 16"O.C. -�--- ----- 1-Min. E 0 10 B.O.WALL MOUNTING INSTALLATIONI YARD 1/16"x3"MAX. 2.000' 3.210' (6063-T6)CONT. Oro�' ALUM. CLOSER LJ'0B3_ S PLATE. (LOCATE AT EITHER SIDE OF(� 37 1/4"e NOMINAL 7b 1/4"0-20X3"BOLT -----' ALUMINUM SLEEVE /10x1/2's.M.s. M10x1/2"S.M.s.Ji O 16'O.C. O 16"O.C. 1.373' 250. 050• 10 1 9 I/1"0-z0 THREADS 37C 1140 ELCO CONSTRUCTION 3 OR OR PRODUCTS FAB-LOK HD END INSTALLATION INTO METAL STUD WALL INSTALLATION DETAILS (CONTINUED,) SCALE 3/8"=1" SCALE 3/8"=1•' NFEEFLORIDA BUILDING CODE (High Velocity Hurricane Zone ��✓+ Q2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY, INC. �c�rusF BERTHA HbTM A■S.S.A. Accordion Shutter System L BLADE W OR W10 MV. WINDOW BLADE * American Shutter Systems DESCRIPTION DATE DRAWN BY:L.C. TILLIT TESTING 4 ENGINEERING COMPANY ',: �•'•., A`4 6]65 N.W.361x.St.,Ste 305,VIRGINA GARDENS.F1.d6DA 3316 Association, Inc. an 15-oe, 6T/m/1T DATE:07/26/17 Pnpa (305)871-1530.F6.:(305)871-1531 4268 Westroads Drive ........... �!��� s-nwl:GR.cceonLecm West Palm BeachE-0006712 , FL 33407 DRAWING No � WALTER A.TI Jr.P.E. 17-103 P.EES�AYj4KiNQtLIRE/DATEFLORna La. !4167 SHEET t0 OF 18 SEE END WALL CONNECTION r- I INSTALLATION WITH DETAILS ON SHEETS 10A. 13 A 16 D HV BLADE W SEE NOTES ON %AND I ALTERNATE LOCKSS@ OR ON SHEET 4. ' HV CENTERMATES i & I EXISTING G1A55 OUT I SCALE 3 8"=1'" I � � SEE LIMITATIONS OF USE FOREND N I BLADE oA ON SHEET 18. SEE CCONNECTIONLL 1 oR I DETAILS ON SHEETS I 10A. 13 dE 16 – --------------------- TO GLASS – ------------L 2 OROOR©+OOR $® OO " MIN.SEPARATION OR OR + OR + .SEPARATION (SEE SCH DULESMIN FMIN NSIDELOCK TO MIN. SFPARA110N TO GlASs (� W/OUTSIDE LOCK TO ON SHEET 5) ®OR©OR®OR + S (SEE SCHEDULE GLASS (SEE SCHEDULE (SEE SCHEDULES ON SHEET S) ON SHEET 5) I N (INTERIOR) ON SHEET S) SEE END WALL CONNECTION DETAILS ON SHEETS 10. 13 & 16 9 1 OR® (gOR 1 OR 1 13 OR 14 s I , OR • 6 OR `J OUT (EXTERIOR) (EXTERIOR) 10 SECTION AT END 0 SECTION AT OPPOSING NTS 11 SECTION AT SYMMETRICAL (DIRECT MOUCENTERMATESAlR (1--f W/ LOCK SEE EM WAIL 1 o I CENTERMATES W/ LOCK 16 OR (6063-T6 ALLAY)ALUM.ANGLE --� W/(2) 1/4-4-00 TAPCON ANCHORS 1/2" -- 2 OROOR©+OOR $ _ __ __ DETAILS 3 SHEETS ---- ------- -------------- TO ( aM)-0L O O O O O ———— —10A i3 dE 16 (4)#10x1/2'S.M.S.TO/HrvUMp\ /10x3/4'S.M.S. O ,2' OR 4 OR 8 + rj OR 2 + j �---�----- AT EACH ANGLE.(TYP) \ O.C. FULL LENGHT, MIN.SEPARATION AIN.SEPARATION MIN.SEPARATION MIN.SEPARATION TO GLASS TO GLASS / I N ® ® ® TO GLASS SC INSIDE TO aAss W/017190E \1 O OR OR + LOCK(SEE ET 5) ES LOCK(SEE saEou.Es 6 W/ ONLY FOR SECTION 10(SON SHEET 5)S (SEE ON SHEET 5)SCHEDULES ON SHEETS ON SHEEP 5 (BOTTOM) AOL A� —._.—_—_------- ----- .—.----- 1/ Z^ 1/2. 10 1 1 — 13 I 14 ®°R 1 3 OR OO NU*pyl� —y, 15 11 earP) �3 SECTION AT OPPOSING 15 SECTION AT SYMMETRICAL © SECTION AT CORNER POST M"', CENTERMATES W/ LOCK 1�5L• CENTERMATES W/ LOCK FLORIDA BUILDING CODE (High Velocity Hurricane Zone ,111�p�.JCENSF' ✓�^ ®2017 TiLTECO,INC.(ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. BERTHA HNTM ' IL ECO IMC. A.S.S.A. Accordion Shutter System H.V. aADE#3 W OR W/O H.V. WINDOW BLADE '0'•. a Q� a TICCIT TESTING @ ENGINEERING COMPANY American Sh Utter Systems REV.Hb DESCRIPTION DATE DRAWN Br:LC. 90'•, p ����`� 6155 M.W.16N.SL,6b.JOS,VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 1 OD a 661 .7/../Il DATE:07/26/17 Phone (305)871-1530.Fav:(305)671-1531 4268 Westroads Drive 2 DRAWING No 6-m611:OR6r.Oo61- West Polm Beach, FL 33407 3 E EB-0005719 4 S�ONAL �. WALTER A TILLIT Jr.P.E. 17-103 '����', FLORIDA LIC.#44167 S SHEET P.E. SEAL/SIGNATURE/DATE 6 11 OF 18 SEE END WALL INSTALLATION WITH t SERIES 9444 ALUMINUM * SEE NOTES ON Hv•r LOCKS2O ON CONNECTION DETAILS ON (2024-T3 ALLOY)LARGE FLANGE THIN SHEET SHEET 4. SHEETS I OA, 13 A 16 H V BLADE W/ NUTSERT, PART y 0820,AS MANUFACTURED BY HV "T" LOCK CENTERMATES AVDEL CHERRY TEXTORN, PARSIPPENY, NEW OOROR©+OOR® JERSEY 07054 OR EQUAL. I I EXISTING GLASS EXISTING SEE END WALL DR OR + OR IN ( J ® ® OOS SUBSTRATE SCALE 3/8"=1" SHEM 10 CONNECTION DETAILS ON R OR(R+ -- ------------------------- -------- — 1 ----- --- — -----------T --- ------------ 2 OROOR©+ ]�OR 8 �xlsnNG Goss O O 1/Y MIN. SEPARATION MIN. SEPARATION MIN. SEPARATION OR 4 OR $O+ rj OR 2 rj TO CUSS W/OUTSIDE TO GLASS W/INSIDE TO GLASS MIN. SEPARATION LOCK(SEE SCHEDULES LOCK(SEE SCHEDULES (SEE SCHEDULES TO GLASS \J ORl N IL OR®+® IN 3 1/4" ON SHEEP 5) ON SHEET 5) ON SHEEP 5) IN (SE S SHEDET )LES n I J -_ _.- --------- ._.-._.___._. .- ._. .-__._.-._.-.___.-_ 27 27 19 VARIES 26 26 VARIES 14 SECTION AT END OUT 10 20 OUT 6 1/2"MAX. SUCK (DIRECT MOUNT) "S ION AT V "T" LQPK SECTION AT SLACK DETAIL QF APPIIG4�E) 1/4"0-20 x 1"S.S. A� z r-EXISTING GLASS MIN.SEPARATION TO GLASS N ATE W 0 ------------ (SEE SCHEDULE SHEET S) - --(DOR(I)OR©+OOR MIN. SEPARATION O O O TO CUSS R 4(&OR®+®oR 2 5 IN (SEE SCHEDULE IN INSTALLATION WITH ON SHEEP 5) R OR + 3 ,/, 4 5/6" —' S 8, 1O HV BLADE W/ HD CENTERMATES °' SCALE 3/8"=1" 1 1 1 O 23 23 22 i 22 OR 22 23 OR "SEE NOTES ON NO LOCKS®ON SHEET 4. OUT �• 25 24 •• 25 24 17 SECTION AT END (DIRECT MOUNT) ® SECTION AT SYMMETRICAL HD LOCK OUT CENTERMATES FLORIDA BUILDING CODE (High Velocity Hurricane Zone IIIII" t /![ _ ®2017 TILTECO,INC. (ENGINEERING) ®2017 EASTERN METAL SUPPLY, INC. BERTHA HiV A.S■S■A■ Accordion Shutter System *t H.V. BLADE#3 W OR W10 H.V. WINDOW BADE Q� /�� *> TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION DATE DRAWN Br:L.C. • '' 'J In • AlSOCIOtIOnz Inc. I ..to-DRI m/xe/17 DATE:07/26/17 •.• 1[OI' 6]SS N.W.3EOi.SL,SN.305,VIRGINIA WDENS,FLORIDA 3316 \} Phone (305)871-15}0. Fa z:(305)871-1531 4268 Westroods Drive 2 DRAWING No OgtOP.••'a4���1 Lilt—o.oI.— West Palm Beach, FL 33407 3 + 3 ^�• x EB-0006719 4 1 7-103 S 111 WALTER A.TILUT Jr.P.E. s/O� EN� 1/ FLORIDA Lic. 44167 5 SHEET P.E. SQA 51 9AJ0E DATE 6 1 18 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL* SOURED CONCRETE POURED CONCRETE SCALE 3/8"=1" OR CONCRETE OR CONCRETE POURED CONCRETE . _ BLOCK WALL REQUIRED BLOCK WALL REQUIRED -"--_-- .--- POURED CONCRETE OR OR CONCRETE ' _ CONCRETE BLOCK WALL , ' 'LOCK WALL REQUIRED 2'MIDI • EXISTING GLASS \.. ,,:� 0 � REQUIRED �� EXISTING GLASS • °. ' EXISTING GLASS •e -___ ________ .. TING CLASS - •.). , / IS !,. ..1 .I. • 2'MIN. r "�/I' .. :EO` I EO 1/16'x3'MAX. \ . (6063-T6)CONT. (LOCATE AT ALUM. CLOSER •USE 1'OR 2' MAX. T� tN EITH(g�p SIDE PLATE. (LOCATE Ai vi (AS APPUCABLE)x2'x1/6'x0'-2' I O �%) EITHER SIDE OF& �2 ALUMINUM CLIP ANGLEN1oxt 2'S.M.S. W/ (1) #10x1/2'S.M.S. TOQ/ #10x1/2"s.M.S.O 16'O.C. / O 16'O.C. AT(11"D.CO(OCATE ATT EITHERL OROR A 9 SIDEOF@ SEE DETAIL% FO SEE DETAIL X FOSIOE CONNECTIO0 RJ OR� SIDE CONNECTIOTO TRACKSEE DETAIL X FO TO TRACKS ll� O O © O O ) OR ® SIDE CONNECTION O O © ,-- SIDE OOR OR + OR $ TO TRACKS OR OR + OR S OR®OR®+O ORO+O OR®OR®+® OORO OR©+O OR® OR OR®+O ORO+O OR®OR®+® OR®OR®+O ORO+O OR®OR®+® END CONNECTION DETAIL ® END CONNECTION DETAIL O O END CONNECTION DETAIL 0 END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' a ° ------_- EXISTING CLASS = ' LOCK WALL EXISTING POURED CONCRETE OR CONCRETE B GLASS - REQUIRED • ' ' t -------- -- L t6' q -- OROOR® ORO ©D.1�10'CONCRETE tp'o'e'oNCREtG . /2'MIN. --- OR®OR®ANCHORoD.C. ANCHOR a 16',O.C. _— (2) \ (2)� r or 2' MIN. •I .''� - OOROOR®OR—J 2'rMIN.. PLAN VIEW 10 J' (fOR ®' ©OR®oR® DETAIL X OR POURED CONCRETE OR �OOROORO+O O CONCRETE BLOCK WALL 2 3 6 7 OR REQUIRED � SEE LIM,ILATIONS OF USE FOR OR®OR®+O OR O+O OR®OR®+® BLADE TON SHEET 16. END CONNECTION DETAIL TTT BA A ,CONNECTION DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone ®2017 EASTERN METAL SUPPLY, INC. ©Z017 LECO,INC.(ENGINEERING) BERTHA HVTM * ` 11LIE C O ..,. \ A.S■S.A. Accordion Shutter System H.V. BLADE#3 W OR W/10 H.V. WINDOW BLADE i i * American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY: L.C. 'O TIL IT TESTING k ENGINEERING COMPANY T Association, Inc. I oLo 16-061 o7/aW7 DATE:07/26/17 9 •, Q 6355 N.W.36..M.•SN.J05.VIRGIN.GNRMS,FLORIN 3316 2 i D d troas Drive Phony (305)871-1530.Fox:(305)871-1531 4268 WesDRAWING No .-mal:OI16G0000l.00m West Palm Beach, FL 33407 3 17-103 =��ss10NALEN�? WALTER X000671 RTI ,.P.E. FLORIDA L.. I)44167 5 SHEET P.E. SEAtfSTMAY RE/DATE 6 13 OF 18 WALL FINISH 0 ED 2"MIN. - _ \, 1/4'�TAPCON W/ADVANCED DGE 4'z8'(Min.)EXISTING )•:. THRFlDFORM TECHNOLOGY W/ 1 1/2' - (IF APPLICABLE) W000 BEAM REQUIRED. J� Min. PENETRATION OF THREADED AREA STRUCTURAL ADEQUACY (STING WOOD OF EXISTING WOOD EO O- ITO EXISTING WOOD HEADER. (SEE BEAM TO BE CERTIFIED SCHEDULE ON SHEET 8) - SSES OR BY REGISTERED RAFTER O 24• ENGINEER OR 1/2" 1/2" O.C. REQUIRED ARCHITECT PRIOR TO ADVANCED .-11/2, Z SHUTTER INSTALLATION. THREAD RM TECHNOLOGY W/ 1 J OR ®OR ® E)OSTING SOFFIT EO E0- 1/2"Min. PENETRATION OF 1_ 3/4'Mor.THK. THREADED AREA TO EXISTING WOOD 2 4 1/4'o x 3/4' 0 '4"xl/8'CONT.ALUM.TUBE }' BEAM. (SEE SCHEDULE ON SHEET 8) MIN. I,r 1/4' OW BUILD I MAX. TER SCR SCREW T6 ALLOY) RA (3))3OR T LAG SCREWS TO EACH RAFTER OR TRUSS. 2 O 6'O.C. LOCATE LAC SCREWS AT MIDWIDTH OF 2 EXISTING WOOD MEMBER, (2'Min. 1/4' OPEN HOLE AT EACH NOMINAL WIDTH)W/2"Min. I• I MAX i STUD TO ACCEPT I i %IGSIASS-._ EXISTING MIN. 2'x4 i 18"o LAG SCREW 1 4" PENETRATION OF THREADED AREALEVALID WOOD HEADER I MAX. FOR INSTALLATIONS WITH 62psf MAX. 1 OR p7 CENTER OF TUBE. I A.S.D. DESIGN LOAD AND 8'-0"MAX. I I EXISTING REQUIRED SPAN.THIS INSTALLATION IS ONLY VALID CLASS EXIST( I I FOR WOOD W/MIN. SPECIFIC GRAVITY I I OR ®• Wx.snNIAnox ro cuss GLASS i OF 0.50 AS DOUGLAS FIR OR (SEE SKVE=V on'.0 s) I I ( SOUTHERN PINE No. 2,OR EQUAL. I I MN.SEPuunon TO i ,Nln.SFPNUnON ro i SCnFW,Ls', QASS(sEE SGIEDIAB• on s�En s) OR (1 1© pl aN sNEn s) WALL CONNECTION AT TOP `J © HOLLOW CEILING MOUNTING INSTALLATION 3�Wi SOFFIT MOUNTING INSTALLATION OR MAXIMUM DESIGN PRESSURE: 362 psf MAXIMUM SHUTTER SPAN 8'-0" EXISTING xN.SEPIA TTON TO CUSS I I GLASS (snE n"muLEs DN smau 5) I YEPAAAxTO $ i SEPIATo �I OR EXISTIN (ST mO ® WOOD PLATE GLASS I I RED'D. WALL 1 OR (\/QJ�) EXISTING E (FINISH I I (SEE NOTE 1 ON SHEET 5 GLASS FOR LIMITATIONS) i 14" MAX. WALL 1/4" ALTERNATE / FINISH MAX. I 1/4' LANHTOR j n (-I \ �n 11--JI Max. 110x3/4'HEX ,1 'L �. © 7 )/e' /WASHER HEAD TEK 3 OR 4 OR Z / SCREWS O 9'o.c EO - 1 1/2^ 3 of 4 OR ® 2"x6"MIN. " 1/4"o TAPCON W/ADVANCED DECK REQUIRED EQ \ I. THREAOFORM TECHNOLOGY W/ 1 1/2' 1/2" 1/4'o TAPCON W/ADVANCED THREADFORM (NO FINISH ALLOWED) Min.PENETRATION OF THREADED AREA TECHNOLOGY W/1/2"Min.PENETRATION OF THREADED TO EXISTING WOOD PLATE.(SEE AREA INTO PLYWOOD.(SEE NOTE 1 •ON SHEET 5 E OF EDGSCHEDULE ON SHEET 8) FOR UNITATIONS) I✓ APPUGD�E -` CK IF "x4'CONT.SILL 1/2"MIN.COX PLYWOOD REO�D. APPLICABLE PLATE REQ•D. EXISTING MIN. 2"x4"STUDS O 16"O.C. 1/4"0 TAPCON W/ADVANCED THRE OFORM WALL CONNECTION AT BOTTOM MAX.REQ D. PLYWOOD TO BE ATTACHED TECHNOLOGY W/1 1/2"Min. PENETRATION 2 ' TO STUDS IN ACCORDANCE WITH OF THREADED AREA INTO WOOD DECK. (SEE SECTION 2308 OF THE F.B.C. SCHEDULE ON SHEET 8) I--SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 5� WALL CONNECTION AT BOTTOM 6W FLOOR CONNECTION 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY MAXIMUM DESIGN PRESSURE: 362 psf TO SUIT ANY INSTALLATION MAXIMUM SHUTTER SPAN 8'-11" *SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLADE(SON SHEET 18. fNAAA/AiAi��ye� SCALE 3/8"=1'• FLORIDA BUILDING CODE (High Velocity Hurricane Zone AL11 '0 �T ©2017 TILTECO•INC.(ENGINEERING) m 2017 EASTERN METAL SUPPLY, INC. P: \CENSE .,�9'__ BERTHA HVTM A■S■S■A■ Accordion Shutter System N.V. eI AOE#3 W/OR VO H.V. WINIM BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N.1 DESCRIPTION DATE I DRAWN BY:L.C. ` •; !JfA Association, Inc. 1 Pm a-om u7n0/17DATE:07/26/17 �•Q 6353 N.W.36th.St..Sb.303.VIRGINIA GARDENS.FLORIDA 3316 Pnono: (305)871-1530.Pox:(305)871-1531 4268 Westroads Drive 2 DRAWING No .-f`nS •• ••[•••�\'� a-maEBtilso0a9.rem West Palm Beach, FL 33407 3 17-103 7_'03 "Vi /ONAL"N WALTER A TILUT Jr.P.E. 4 FLORIDA Uc./"167 5 SHEET P.E. SE ;ISIWATURE/DATE 6 14 OF 18