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Building Permit Application
iF ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: /� /3 1 ' Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential x 0 PERMIT APPLICATION FOR: Shutter I?ROPOSE,D�I PROVEMENt1O.CATION Address: 4102 STONE RIDGE CT, FORT PIERCE, FL 34951 Legal Description: HOLIDAY PINES S/D PHASE III LOT 505 (MAP 14/07s) li Property Tax ID#: 1313-502-0082-000-3 Lot No. Site'Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: t t DETAILED DESCRIPTION.OF WORK li Installation of Accordion Shutters i 4 ,,. CONST,, 9N tNMORMATION µ _ rtiona work to be nertormed under this permit—c ec a appy: E HVAC LJ Gas Tank r—iGas Piping Shutters a Windows/Doors Electric 0 Plumbing Sprinklers ,'Generator Roof Roof pitch u Total Sq. Ft of Construction: S Wof First Floor: Cost of Construction:$ 1,991.04Utilities: Sewer 0Septic Building Height: OVI%NER%LESS Ei ` CONTRACTOR NameAmy Stockwell Name: James Silvia ;E Address:4102 Stone Ridge Ct. Company: PALM COAST FL CnMMERCIAL DEVELOPMENT City: FORT PIERCE State: FL Address: 505 BEACHLAND BLVD#2 Zip Code: 34951 Fax: City: VERO BEACH ' i 1 State:FL Phone No. Zip Code: 32963 Fax: 772-299-1958 E-Mail: Phone No. 772-299-1955 i Fill in fee simple Title Holder on next page(if different E-Mail: GIOVANNA@PALMCOASTSHUTTERS.COM from the Owner listed above) State or County License: If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. �j i d .t i4 i, SUPPLEMENTA�CONSTRUCTtON L[EN tAW INFQRi1l1ATfON'• i�j sk DESIGNER/ENGINEER: f Not Applicable MORTGAGE COMPANY: ' ' n[ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: ' FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: l' .E OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permitjholder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants thatmay restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any'restrictians which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects'perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non,-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may 'result inyour paying twice for improvements to your property.A Notice of Commencement must be recorded andjposted on the jobsite before the first inspection. If you intend to obtain financing,consult with lender or an attorney before commencing work or recording our Notice of Commencement. I� Signature 1#O rJ Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA j COUNTY OF t,,Ig...0 COUNTY OF )20Af-A r-2, The forgoing instrument was acknowledged before me The forgoing instrumen#was acknowledged before me this day of NC`30&,1,4r ��i� 20� by this "7 day of J7FCrk it mac= .20_J2-by -41 Name of erson making statement Name of person makingstatement Personally Known OR Produced Identification I�X-^ Personally Known_ OR Produced,Identification 1 I lot, Type of Identification t, YPType of Identification ' ��'r A Pr aced Produced tt y.mt� EXPIRES: }zksr 11,,2M . fflW./ApWaVy+M14= � r t (Signature of Nota. ; uiblic-State of..F.lorida;) �'�wi e� o! (Signature of Notary Public-State of Florida j Commission No = - ";:(Se lj:.;` Comm i o a ybliiv>i4'2�lte of ftriddSe ) '•,,,rcC . n• �•,P,,, Giovanna Drausal My Commission;FF 183077 Ex Irgs 01!2612078 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SE'ATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW 'REVIEW REVIEW DATE RECEIVED t'1 DATE I . COMPLETED i Rev.8/2/17 I GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE#3 W/OR W/O H.V. WINDOW BLADE $3 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 CODETHIS 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 ORDER TO VERIFY'THAT ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED,A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS TABLE OF CONTENTS - ANALYSIS. A WIND LOAD DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS SPACING IN WOOD. - BERTHA H.V.ACCORDION SHUTTER SYSTEM WITH H.V. BLADE#3 W/OR W/0 H.V.WINDOW BLADE#3 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(11) & 11oW -01+H.V. BLADE 83 #0403.01-08 WITH ADDENDUMS #3& #3A,DATED 4/30/14,0825.01-10 (WITH ADDENDUM 82, 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 -QH.V..BLADE{)3'WORKING IN UNISON WITH p H.V.WINDOW BLADE#3 #0829.01-08 WITH ADDEMDUM#2, DATED 4/30/14, AS PER PROTOCOLS TAS-201,TAS 202&TAS-203, LARGE MISSILE. 4 COMPONENTS. 22-36 SHEET 3 TYYPICAPICAL SHUTTER ASSEMBLY. SHEEP 3A -(11H.V. BLADE Q3 AND 1e H.V. WINDOW BLADE #3 ARE ENGINEERED 70 WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 18. AREA 2: HV BLADE(1)AND HV WINDOW BLADE 2. BERTHA ACCORDION PINS 33 34 35 OR ALTERNATE©, SHALL BE AS INDICATED ON SHEETS 3 &4, USED AT BLADES KNUCKLE.ACCORDION PINS 3©,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 DACROSHIELD 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 - 27.1 ksL 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 ksT TENSILE STRENGTH ANCHOR SCHEDULE- WOOD SHEET 8 &SHALL COMPLY 1V/FLORIDA BUILDING CODE SECTION 2411.3.3.4. INSTALLATION DETAILS 1-6 -CONCRETE& BLOCK SHEET 9 INSTALLATION DETAILS 7-9 -CONCRETE& BLOCK SHEET 10 S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. INSTALLATION DETAILS 10 -METAL STUD SHEET 10A 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#6779582. C044PONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT INST.DETAILS W/HV "r'LOCK CENTERMATES & SHEET 12_ #5458179 ISSUED TO EASTERN METAL SUPPLY, INC. INST.DETAILS W/ HD CENTERMATES Q®& 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 CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING 70 PREVENT WIND/RAIN INTRUSION. INSTALLATION DETAILS 7W-1OW-WOOD SHEET 15 9. EACH UNIT MUST BEAR PERIJANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS, MUST END CONNECTION DETAILS 1-6-WOOD SHEET Is. PROPERLY CLOSE ALLCENTERMATES AND ENGAGE OR LOCK ALL LOCKS' AREA 3' HV WINDOW BLADE A 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 #3 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-AND9NSTALIATION-INCLUDING-'UFE=SAFETY"OF=THIS=PRODUCT;=BASED=ON=THIS=P.E.D.-,-PROVIDED HE/SHE-- DOES E/SHE DOES NOT DEVIATE FROM THE COUDRIONS 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 (EO.R.) FOR THE AND-WHO_WILL-BE,RESP.ONSfSLE-FOR.-THE-.PROPER-USE_OF THE_P.-0..ENGINEER.OF--RECORD,_ACTING AS A,DELEGATED,ENGINEER,TO THE PE.D._ENGINEER SHALL - stiew-i0 THIS LATTER-THE-SITE-SPECIRC�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 ®2017 TvECo;INC-(ENGINEERING)------------ - ®2017 EASTERN METAL SUPPLY,INC. -. -----� - — BERTHA HIFm A S S A Y 1 L E C O I N C. � � � � Accordion Shutter System 4 b �7 ; H.V. BLADE#3 W OR W/0 ITV.WINDOW BLADE J3 r American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. TICCIT TESTING & ENGINEERING COMPANY ' Association, Inc. 1 BD.s-06I .7/26/17DATE:07/26/17 jOTAa S 6355 N.W.36N.St,Stn 305,VIRGINIA GARDENS,FLORIDA 3316 Phone:(305)871-1530.Foe:(305)871-1531 4268 Westroods Drive 2 DRAWING No � e .I:VILeco®.0—m West Palm Beach, FL 33407 3•�' ��ORI�P �,�A' EB-0006719 17-103 WALTER A TILLIT Jr.P.E. ,A s If�E'DATE 6 F i8 GLORITiA Uc.1 44167 5 SHEET P E S I �•AT)T 4.873' /n 1y123.4.._•.«3.•_r r4m.3r7rr15"mv x.45' co - j( �T^ .100" v .. R m PSP1•912"-^ _ .0.50 r) .10n0" 1 .10.88135'' .087• o -. @ A 1.917' '10'O 5 .p80 /.8H2-- .297" .083' o83" � 0 T 1 0- 69 68 0.348• - - x :j . 1.00•max . 9 51• - .060• ) x.268" 7 _ .072` 0.734' q `0.594' : "�67.,.j 670' a .06D" j_J 1 5.000"MAX, HV BLADE#3 1.684" °• 1.184• 1.71H-• 1'784' 0.07 6x0 1 3.520"-= 6.525" I 2.207' 1.686•-j ry - 3,sso' (DIS ALUMINUM ANGLES 1A HV WINDOW BLADE#3` � 3.693 • SEE L1M1TATioi4s of USE HV HEADER 3 HV B.Q.TRACK ti"J HV HEADERISILL 4A HV 1"S.0.HEADEPJSILL QUALIFIED FOR USE W/ HV FOR BLADE 1 ON SHEET 18 �IFIED FOR US W/ HV BLADE 1 QUALIFIED FOR USE W/ HV Q „��•,� QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADES ORO BLADES10,t' BLADE 1 BLADES C.:� V 7.556" •-3.226"- O O 3.917• t -.670" 2.226" O x..670' 063• :l1-.959- •) ro 14 1 1.491'} X Y I Ft '0 1 Y MIN.X MiN.Y MIN.t - 0 •�?)4" 62' '� O m 8 N _ 1 Y 2` 2` 0.125" 7 p� .D72 1, 7" i" D.p62• 3.352' 1.522' ^--2.092` 2.7` ?• ,� .� L 3' 3" 8.090" ,072• ,072 ,874' 4.436' 3•226• HV DIRECT MOUNT r (� O 10 HV 90°/180°STARTER 12 SIDE ANGLES g HV ADJ.FLOOR TRACK 7 HV ADJ.ADAPTER W!LIP J HV WALK OVER TRACK QUALIFIED FOR us w/ HV QUALIFIED FOR USE W Hv UAUFIEEDD FOR USE WJ HV QUALIFIBEDD FOR SEE W/ HV QUALIFiEDLADES(1),rBIFOORDET W/ HV BLADES 10,(II CORNER POSTS QUA FBL FOR USE WJ HV BLADES 1Q,� 11 BLADES 1C,@ _61 0,75a1.95•a6.12W THK. QUALIFIED FOR USE W/ HV 45B X25 NEOPRENE SPACER➢ETVCEN BLADES 1 1 4.660• 0.75•.1.95•.0400• I CEO PLATE 4.576 TNK.704 A!SI S5. 1_ i/4"-20x1/2' 114E-20 745" 2.293` 04FLAT BPR ^ (2)1/4"0-20 HOLES FOR FIAT HEA. iNREAOeb�} OIE FAST 2.293'--+.745• O ,R 1' (2)1/1'0-20.1/2'S,S N.S I N.S, HGUSe+O ENAMEL 1/4"-20 0 01 ; ,,(� {2 1YP.) BAKED PLANTED THREAPFD HOUSING ENAMEL L' .�•+ 1.940" PA(ED PAINTED �Sso• o o' o.a18D .318" 700' •° e I bti .875" 1.940 cREsOa R S?♦ •. .,062" ro " I o (/ 5D .875 1.325" " o x,615• �4$s.. {I)6j�i6'e 01b HOLE FOR(1)ft6'b-16x1 5/8• •318" LBpp �NO0 l} -N.V.S.S.THREA.EO THUMB SCREW W/ACETAL HEADt 8 KEYS(CHROME 1BR45S CYLINDER 13 HV CENTERMATE 14 HV FLOATING CENTERMATE 15 S.S.SALT WATER LOCK .49n.984:'1.419' PLATED) (CHROME PLATM) '-dUALIFIED FOR USE W/ HV QUALIFIED FOR USE WJ HV QUALIFIED FOR USE W/ KV _J BLADES(,1},�1 BLADES©1 �g BLAOEIJ � -2.874- .045" a1`� 16 H.V.LOCK 17 H.V.EGRESS LOCK 1.756" 1.753'- +¢'1- •327" QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV x.334' .t BLADES C, BLADES Q,if c 6ti a Pby. n o in o A, n' �SOPO 1.000 g COMPONENTS 6063-T6 ALLOY AND TEMPER I -• '� SCALE 3/8"=1' -4.566' .622• HV MALE"T"LOCK 19 HV FEMALE"T"LOCK 1 2.750'•--a L-•-2.760'-J " , 18 CENTERMATE 21 HV T' LOCK CENTERMATE PLAN FRONT ELEVATION QUALIFIED FOR USE W/ M/ QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 20 "J"CLIP FOR"T"LOCK CENTERMATE BLADE BLADE1} BLADE]} QUALIFIED FOR USE W HV BLADE 1 Q FLORIDA BUILDING CODE {High Velocity Hurricane Zone tip tIT~ ID2017 TILTECO,INC.(ENGINEERING)(ENGINE02017 EASTERN METAL SUPPLY, INC, w_ - BERTHA H Y M__ "� Q A Accordion Shutter System 1 L ECO N r. w KV.13LdDE#3 W OR W/O KV.WINDOW r 3 / i American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY:L.C. / y TILLIT TESTING do ENGINEERING COMPANY Association, Inc. 1 am 13-2.61 07/29/17 DATE:W/26/17 '�A }C 6355 N,W.36',tt.St..St..305,vmlt IA MOM,FLORIDA 3316 T • 0 Ph-:(305)871-1530.fox:(305)871-1531 4266 Westrocds Drive 2 G+ ' A,f �' --It:01-6aa1- West Palm Beach, FL 33407 3 DRAW114G No 'A�'•..i{2. ���.=•S{i',tt ES-0006719 4 �» �f� •.•"•g YlaLTER A TRLR Jr.P,E. �� �3 P.E� 0 �A f DATE FLORIDA 1sG. 44167 5 SHEET 6 2 OF 18 .25 � M.." 214 1,917' �i MIN 1— -1 LTHUMBTURN 12'MIN 33- CYLNDER OR8o KEY CYLINDER4� 27 7 ,12' • om.06o 545":27a- � 0.875"Min. - - - --r. m r 1 ,125'Mox. o .375".509" m n o Oo e m 2g 12"LOCKING ROD Q 6® 6"LOCKING ROD OHD CENTERMATE 23 HO CENTERMATE 24 HD CENTERMATE'S ° ° QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV W1 LOCKING ROD W1 NO LOCKING ROD INSERT BDa" o BLADE(J) BLADE Qt QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV —1 BLADE 0 BLADE Q7 BLADE Qt THUMBERRN � ORKEYT/16�LENDRILLED IOAT TRACKS EQ RE ROPER 1.5 Min. CYUNDER EMBEDMENT 1.78'Mox, BY REGENT HARDWARE MORTISE LOCKS 25 HD LOCK SERIES 2333 HOOK BOLT LOCK. 3/16'0 tt/2" 1,730 - QUALIFIED FOR USE W/ HV s.s.RYETS I BLADE(1) 0324" 3/16'17/6"0 — .475"� t ,475• NYLON WHEELTYP, .375.0 gtiy J�;, ELEVATION A 1/4-0 • .320"° 27 HV 114!'0-20 AISI 304 SERIES 7®HV 318"8-16 ACETAL 2g IiV LONG RECESSED 29 HV SHORT RECESSED 30 HV NYLON HAT 31 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, BLADE 0T . .365'a .365'0 .a00"o .365-0 m 01114• .204' o z a 'S'° o COMPONENTS ro i�•io '�o 'moi �z (CONTINUED) N.T.S 00 0 0 n ___ - v _ OHV DIRECT _- 31 -- -- - -- - -- - MOUNT PIN O —_/ / / —/ 0=-13 MALE KNUCKLE 36 ALTERNATE PIN - -- - - - - - - 32 33 HV PIN BLADE 34 HV PIN (� 35 HV PIN 16, 10 , 22 23 0131 LADE 87 6031). #'14-14x1 3/4"W/ #8 HD, X10-18"x2 3 4"W 8 HD, #10-18"x2 3 4" W 8 HD, W/ HV HD MARKING W/ W/ HV HD MARKING W/ #14-14"x2 3/4° W/ #8 HD, #10-18'x3" W/ $8 HD, - -- _ __DACROSHIELD._COATING .- .�,DACROSHI_E_LD_-COATING ,_, -- .-W HV_HD,=MARKING_W -- _ - _ -= W/_4"-.HD-MARKING W/_- _(SEE-DETAIL-X,-SHEETS 13 & .- - -- ----._- - -- �. --- - (- - � - DACROSHfELD COATING DACROSHIECD`COATING -- 16) W/ DACROSHIELD COATING FLORIDA BUILDING CODE (High Velocity Hurricane Zone -it' �I - ._r' ,.ewe _____.__®2017 TILTECO,INC.(ENOMEERMO) ______ __-_-_- ___ _ ____ - -_ -®2017 EASTERN-METAL'SUPPLY;INC.- BERTHA HVTM u��NSF "v y Accordion Shutter System EC OINa. A S S AIL Kv. BI anEfp W QR W/o H.V.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter $YSf9m3 Rn.No DESCRIPTION /20/ ATE-DRAU BY: 1 Association, Inc. 1 eto 13-oe1 o7/2e/It DATE-m/2s/17 ,.' 6359 N.W.36th.St.,Ste.305,"ROINN GARDENS,FLORIDA 3316 i Pnone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No ; �''•.. RlDa. ,�� —0:tilt...0aa.— West Palm Beach, FL 33407 3 ......... lS/ .....•' �M 1¢ EB-0006719 17-103 WALTER A TILLIT it.P.E. 4 P.E. SFJ+tr1 ElaTd�R�/DATE FLORIDA Lo 4x167 6 SHEET OF 18 31 � I�I I�I OR jl III III I �/ j�I I;I w I QG i TO Q8 �_. EXTERIOR EXTERIOR f_ _ 1 EXTERIOR __ EXTERIOR 1 I I 1 , �- � � 0,6 II Ili QQ I' Ii! oeAll IIt III 0� Ilt 1 B ASSEMBLY ATA.• ASSEMBLY 1N BETWEEN(3A. ASSEMBLY ATA. ASSEMBLY IN BETWEEPI(`3A. (©Go EVERY OTHER INTERIOR KNUCKLE) (@GO EVERY OTHER INTERIOR KNUCKLE) TYPICAL SHUTTER ASSEMBLY TYPICAL SHUTTER ASSEMBLY VitHEN 2- LONG NOMINAL PINS ARE USED WHEN 3" LONG NOMINAL PINS ARE USED s„ !� SOME:1/4'•1' SCALE:1/4' *THE HV PINS& BUSHINGS ARE PRE—ASSEMBLED.TO KEEP BUSHINGS ON THE PIN A NOMINAL 0.275" O.D. x 0.130"1.D.x 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 Hurricone Zone 1 � AA. �`, .. 2017 TILTECO,INC,(ENCINEERINO) 052017 EASTERN METAL SUPPLY,INC. .......... �t%"'_ BERTHA HVTM TIL7EC707iN:, -utter . Accordion ShSystem H.Y. BLADE#3 W OR W/O H.Y.W NDOW aADE American Shutter Systems REV.Nu DESCRIPTION DATE DRAWN SY:LC. i io TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 wn i5-1 m/30111 DATE 07/26/17 63S5 N.W.35th.St.,Ste.305.VIRGINIA GARDENS,FLORIDA 3316 4268 Weskroads Drive z Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No .- 11:wmco@acicom West Palm Seoch, FL 33407 3 7— a3 V , T......;.•'���,T1�\1 WALTER A.OTILUT1 Jr.P.E. 4 r 1�T FLORIDA U.@ 44167 5 SHEET P.E. SE�ALCTt9i E/DATE s 3A OF 18 B f - 3 91>1> z�Ow®w®w0�0�0® NOTES ON HV, HV "T" AND HD -LOCKS AND CENTERMATES: VALID ONLY FOR INSTALLATIONS W,[ HV Cid BLADE I Ow� 11 it . 1Qw© 13 13 * APPLICATION W/ HV LOCKS AND CENTERMATES: 1. MANDATORY CONDITION i1: ONE HV LOCK 1©or Qp or 160 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY 10 I R11111®OR®I+19 oR + +® 10 SPAN OR [ON 12'ABOVE OR BELOW 1/2 EXCEPTT FOR INSTALLATIONS OINTO HM�R STUDSSPAN. HV LOCKOR 15 or UP TO1�65or�31 MAY BE USED AAND FOR S AN INSIDE OR 12 NS AT ANY 12 OUTSIDE LOCK,ATTACHED TO @ or @ CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD S.3:M.S.LOCATION OF 17 0 _�w©w®w o LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS @W/®7 AND(g&IS COMPLETELY OPTIONAL. w �2, 1 15 2 °R.l.i'01�S O" 2. MANDATORY CONDITION /2 FOR INSTALLATIONS INTO METAL STUDS: ONE HV LOCK @ or 1®or 1©SHALL BE SH ER SPAN o 10w 13 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- �TO'159".AND FOR INSTALLATIONS AT ANY ELEVATION EXCEPT FOR INSTALLATIONS INTO METAL STUD. HV LOCK QS or ON SHEET 5) V or Q7 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or C CENTERMATES W/(2) 1/4'-20 x 14 14 1/2"LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS©IV/®OR(0 TOP AND BOTTOM IS COMPLETELY MANDATORY. 16 0 1/2 OF SHUTTER SPAN o 16 � FOR INSTALLATIONS W/ 3. MMDATORY CONDITION f3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK @ or(19 or(13 SHALL BE OO (1)HV OR HD LOCKS OR USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP MAY BE INSTALLED 12"ABOVE TO 96', AND FOR INSTALLATIONS AT ANY ELEVATION. FIV LOCK @ or 1 or 101 MAY BE USED AS AN INSIDE OR 1 1 SHUTTE OR OW MIDSPAN OF OUTSIDE LOCK,ATTACHED TO 13 or 14 SYMMETRICAL CENTERMATES W1 (2) 1/4"-20 x 1/2' LONG FLAT HEAD S.S. VIS M.S. LOCATION OF LOCK SHALL 13E AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W1 1 OR Ca TOP AND BOTTOM IS COMPLETELY MANDATORY. 1, 4. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV SEE ENO LOCKS , 1 OR 5 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERUATES 13 CONNECTION OR 1®SHALL BE AS INDICATED ON NOTE(1)ABOVE. DETAILS ON LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. SHEETS 10, 13& 2 4 5 6 8 9 0 1 16 TYP.HEIGHT. FULL 1 DR� DoRO3 OR 6 7 OR 8 I ( * APPLICATION W,[ HV "T" LOCKS AND CENTERMATES: GR@OR®OR®+ OR I 1.SECOND ALTERNATE TO NANOffOORY CONDITION&t VALID ONLY FOR NV"T"LOCK��.ANTERAND D CENMATES GTT D ONE ALTERNATE HV 'T' IN LIEU OF OTHER LOCKS FOR O+ OR®•@ OF CENTERMATES ANY ELEVATION. ALTERNATE INSTALLED LOCK�11 MAY BE USEDASAN INSIDE R E OUTSIDE LOCK..ANY TTACHMENT OF LOCK AT @ SO NUMITED WIDTHI INCLUDES USING "J"CUP AS SHOWN ON SECTION 15, SHEET 12,WHICH MUST BE CONNECTED TO CENTERMATES AND I@ 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(B``TOP AND BOTTOM IS MANDATORY. TYPICAL(I H.V. BLADE #3 SHUTTER ELEVATION * APPLICATION W/ HD LOCKS & CENTERMATES: N.T.S. , 1,THIRD LTERNATE TO M�HDATORV CONDITION t i VAUD FOR ND LOOK r� (3J NO CEMFAMAM fa OR a OR +1r31 w/F22 SEE LII1 ATIO IS OF USE FOR BLADE A ON SHEET 18. ONE ALTERNATE HD SCK�MAYBE USED IN UEU OF OTHER LOCKS FOR MY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK'E7,MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK f`2�51,TO 2@,IS W/(3) S8 "x 3%8'F.H.S.S.M:S.,ANO INCLUDES RdNFORCEMENT-INSERT AS SHOIYN ON-SECTION=18.SHEET 12.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS or C&IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE (High Velocity Hurricane Ione ", ____-`2017 INC.(ENGINEERING) ®2017-EASTERN METAL-SUPPLY,-INC: ^.... ® TI Q� TILTECO, BERTHA HVTEI L E C O i N.. A.S.S.A. Accordion Shutter System KV. BLADE w OR w/o RV. NINDWY FADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:LC. h,'�+•: �' `y 6355 f{W,36:h.Sl.,Ste.305,VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. I atn 15-aet 07/sa/17 DATE:07/7.6/17 Phone:(305)871-1530.Fax:(305)871-1531 4266 Westroads Drive z DRAWING No .�r� 1 r� 1+ a 0:tiltee0®ad.com West Palm Beach, FL 33407 3 '.7_103 VS'�••••••••',1" I EB-0005718 % /0NAL VN o"' WALTER A.00 U T Jr.P.E P_E. SEAC/Si&MTURE/DATE FLORIDA Uc 4x167 5 SHEET 6 4 OF 18 » (1)L+:MAXMUM ALLOIYA13LE SPAN FOR A GIVEN POSI NE A.S.O.DESIGN PRESSURE MAXIMUM SHUTTER SPAN "L+" OR "L—' (ffi.} MAXIMUM SHUTTER SPAN "L+" OR "L—"* (ff.) 11- MAXWUM ALLOWABLE SPAN rOR A'GAIEN NEGATYr A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS W/ Q HV BLADE. A FOR INSTALLATIONS W/ O HV BLADE. d (2)PROCEDURE DETERMINE MAXIMUM SPAN FOR VW.L MOUNTINGS(TOP/BOTTOM)OR FLC POURED CONCRETE,CONCRETE BLOCK t GMN A A.S.D,DESIGN PRESSURE RATING.DETERMINE MAXIMUM SPAN'L+'FROM AND WOOD INSTALLATIONS 3 MAXIMUM FOR METAL STUD INSTALLATIONS 0 SCHEDULES. MAXIMUM GREN A NEGATIVE ASMD DESIGN PRESSURE RATING,DETERMINE MAXIMUM SPAN-I.-- A.S,D. �—"+ A.S.D. FROM SCHEDULES. FLOOR/CEILING MIN.SEPARATION PRESSURE WALL MOUNTING FLOOR I CEILING MIN.SEPARATION PRESSURE WALL MOUNTING MOUNTING .SEPARATION RATING MOUNTING TO GLASS FINAL MAMUM ALLOWABLE SPAN IS EQUAL TO THE/�.UH DETERMINED SPAN RATING (PSI) """'T BETWEEN 1+'AND"L {Ps0 + - Lc w N or L'(FT} t {FTS l(FT} i {FT) KNUCKLE LOcw {+Ot-} L (;{FTj L(FT} L"(FT) KNUCKLE C.LOCvjATE CENTBRdMATE (3)MPROCEDURE L MG7Nc5 W/Fl.00R C/EIUNGDMOUNRNGS:FOR COMBINATIONS IN BETWEEN WALL 35 12'-T' ITO,O' 12'-T' 13`-O" 4" 4 316' 64 T-0" 0" - - 2 3i4" A 1!$" FOR A GIVEN POSTTNE AS.D.DESIGN PRESSURE RATING: DETERMINE.- 4-0 ETERMINE 40 —i-IT-71-0- —127--3- —1-1'71-0" 12'-3" 4" 4 3/8" L1+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. -----• Ls+.MAX.SPAR FOR FLOOR/CaUNG MOUNTING INSTALLATIONS. 45 il'-g' 11'-11" 11'-9" iT-li" 4" 4318" i —,F'--' 72 6'-7" 6'-7" - 2 314" 4 1/$" FOR A GIVEN NEGATNE A.S.O.DESIGN PRESSURE RATING: 50 11'-5" 11'-6" 1 t'•5' iv-w 6" 4 3!$" DETERMINE: 55 11'-4" 11'-4" IT-4 -T177-4" 4" 4 3/6' LI-.MAY.SPAN FOR WALL MOUNTING INSTALLATIONS. 60 10-6" ID'-6" 10'-6" 10'-6" 4" 4 318" U--MAX.SPAN FOR FLOOR/COUNG MOUNTING INSTALLATIONS. 65 8'-8" 81-8" $'-8" $'-8" 4" 4318" •SEE SECTION 10 ON SHEET 10A. FINALNAYWUN ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN Y++',`Lx+', 70 8'-3" $-3" $'-31 8'-3" 4 3118" 11$" Lt-"AND•La-' _ 75 T-9" 7'-9" T-9"_ 7'-9" 311$" 41/$" (4)GO TO ANCHOR SCHEDULE ON SHEETS 8 k 7 FOR CONCRETE AND BLOCK.SHEET 8 -3° T-3" 7'-3" 3 118" 4 1/$" FOR WOM AND TO SECTION ON SHEET 10 FOR KEYSTONE MOUNTINGS AND SHEET $D T-3" 7' TOA FOR METAL STUDS WITH FIM MAXIMUM ALLOWABLE SPAN AND NEGATIVE AS.D. 85 6'-TO, 6'-10" 6-101, 6-19, 31/8" 4 1/$" DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. 90 6-7" 5;--7" 5'-7" S-7" 31($" (S)MINIMUM SEPARATON 70 GU55 SHALL BE THE GREATEST MEASURED FROM EITHER 95 V-6" 1 V-6" 6-6- U-6" 31/8" 41/8" REAR OF KNUCKLES OR REAR OF LOCKS/CENTERMATES(AS APPLICABLE)TO GLASS. 100 5-5" 5'-5" -'S'-6 5'-5" 3i8" 411„ 105S-3" 1 5'-3" 6-3" 5'-3" 311$" 4 118" 110 5'-2" E-r• 5'-2" 3118" 2314" MAXIMUM SHUTTER SPAN "L+'L+�11 OR "L—"* (ff.} FOR INSTALLATIONS W/(D & • HV BLADES, A A INSTALLATION LEGEND APPLICABLE FOR DER UBSTRATES CONCRETE & 'I'EXCEPT THAT t1AXIleUN SHUTTER SPAR'L+'OR-L-ArT MAXIHUbT POURED CONCRETE,CONCRETE BLOCK MOUNTINGS MASONRY METAL STUD WOOD A.S,O.DESIGI I PRESSURE RATII IG FOR IIISTALLATIQI IS INTO COIJCRETE MAXIMUM AND WOOD INSTALLATIONS A.S.D. 1, 2, 3, 1 W, 3W, 4W QP CDtICRETE BLACK SHALL BE LTt-0f7E?i AS FOLLQ�:S. A.S.D. FLOOR I CEILING MIN.SEPARAT10N WALL i0 !-COI•IPJECiIQIJ$TO Y.EYSTONE I•IDUTIT111G L?LASTED TO-64-72 p5.F, RATINGWALL MOUNTING MOUNTING TOGLASS 4, S & 9 7W, 9W & iOW ASID 7'-5'SPXI,SEE SECTIOI)9 O;i SHCET 10. '0 C L "— (.w) (FT) (FT) +(FT) 1 1:(FT) KNUCKLE LEI TmA FLOOR/CEILING 6, 7 & 8 --- 2W, 3W, 6Y/ & 8W _91-61e9'-6" 9'-6" 311" 33/8" -71" e_IV 1 8'-11" 3112"1 33t8" A EXCEPT THAT MAXIMUM SHUTTER SPAN "L+" OR "L-" AND MAXIMUM A.S.D. DESIGN PRESSURE RATING FOR -SEE E UAUM[L S EE USE FOP, INSTALLATIONS INTO WOOD SHALL BE LIMITED AS FOLLOWS: BtAJ]E A ON SHEET f8. 1- CONNECTIONS TO PLYWOOD LIMITED TO t62 p.s.f. AND 8'-11" SPAN, SEE SECTION SW ON SHEET 14. 2- CONNECTIONS TO HOLLOW CEILING LIMITED TO ±62 p.s.f. AND 8'-0" SPAN, SEE SECTION 2W ON SHEET 14. FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone ii111y�\•"�„ Ij�+= `x}2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. BERTHA H1f M QAccordion Shutter System ■ ■ i ! H.V. BLADE#3 Wj OR W10 N.V. 1MNDU1 RADE Ar TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY:L.C. Association, Inc. 1 OiD 15-091 Oi/2$/17 DATE:07/26/17 4355 N.W.36th.Sl..St..305,MRGNIA GARMS,FLORIDA 3316 ""• �' ' 1 Ph—:(305)871-1570.k.:(305)871-1531 4268 Westroads Drive 2 DRA ,( [[YYh' WING No QR� -`gyp yt �_ oa;rlt...0cm.{em West Palm Beoch, FL 33407 3 `_-'•_Vj„1 f•1••••••••Y���100 WALTER A.006719 Jr.P.E. A 17-103 ,`1 A,-E' rLORIDA U..#40167 5 SHEET P.E SEAL-/NifNAOE/DATE 6 5 OF 18 *SPECIFICATIONS ON ANCHOR REOUIREMENTS POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ANCIRIM SPACING LEMID 1AFN%N W/AWAKED IHIEAD M TE0f0_0V MAXIMUM ANCHOR * SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER 1.ANCHORS TO WALL SHALL BE AS FOLLOWS: ALL POINTS SCUD-SGT SPAN, A.S.D DESIGN NEGATIVE PRESSURE-RATING ANDA CORRESPONDING - (A) TD DOSING POURED CONCRETE BLUE TAP YITH CAP MOUNTING TYPE FOR CONCRETE INSTALLATIONS -1/4.0 TAPCON W/ADVANCED THRUI)FOTM TECHNOLOGY,AS MANUFACTURED BY I.T.W.BNLOEY_(Min.I'.-3 N6i). TAPPER+ 1/1"0 x 3/4•ALL PONTS spUD-5.R ANCHORS AS gSIPoBUIED Br ALL POINTS SMV,SOIJ&SPECIALTY CaRAm(Mlrt I-,-3 I ti). (SEE MOUNTINGS 1, 2, 3,4&5 ON SHEET 9) -1 /4"0 BLUE TAP CONCRETE ANCHORS'ATM CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(HIND.Cc-2 ks,). 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.(MHn.rc-3 ksi),AND DISTRIBUTED BY ALL POINTS SCOW BOLT&SPECIALTY COMPANY OR POURED CONCRETE ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 1 &2 WALL MOUNTINGS &0 WALL MOUNTING WALL SILL MOUNTING SPPAN NQ W/Q•®OR® W1®+OS W/®+(D NOTES- A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON W/ADVANCED 1HREADFORM TECHNOLOGY AND TAPPER+ANCHORS IS 1 3/4".ANO 1 1/2"FOR BLUE TPP ASO.DEM WATNE LWO(p,!) _ "0.03R9N WSATNE Law(pd) _ ASD.MSIR KINATNE LOIN(pe) WITH CAP ANCHORS. 30 <050 60 70 80 90 100 710 30 40 50 60 70 80 90 100 I10 30 40 50 60 70 BO 90 100 110 A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4"AL.POINTS SDUD-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE 3._p. 9 9 9 1 9 -9 9 9 9 9 9 9 9 8 1 9 9 9 9. 9 9 9 9 9 9 9 9 9 9 PERUNTTED.1/4'0-20 SS MACHINE SCREW USED SHALL BE) 1/2"LONG MINIMUM SHOULD STUCCO DIST.AND 1"MINIMUM FOR WAILS WITH NO STUCCO. _ _ _ I_ _ _ _ _ _ _ _ _ _ OR LESS g 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 AL3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE COSTING WALL OR FLOOR ANCHORS SIML 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 g g ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTES At)&AL2)ABOVE FOR INSTALLATIONS ON VINYL SIDING WITH OR riflHOUT METAL STUDS OR DFS WITH WOOD STUDS 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 EXISTING ASTM C-90 CONCRETE BLOCK WAIL 9 9 9 9 9 9 9 8 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 99 -1/4"0 TAPCM W/ADVANCED THROlOfORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER. 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•3/4'ALL P06VS SOLID-SEr ANCHORS AS DISTRIBUTED BY ALL POM SCREW,BOLT&SPECIALTY COMPANY. 1/4'0 BLUE TAP CONCRETE ANCHORS WITH CAP,AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 9 9 9 9 9 9 9 7.51 6 9 9 9 9 9 9 9 9 9 9 9 B 9 9 9 9 9 9 -1/4"0 TAPPER+ANCHORS AS W 4LIFACTURED Bf POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECN.TY COMPANY OR ANY OTHER APPROVED 5•_p• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I_ _ _ _ _ _ _ _ _ _ LICENSED OR AUTHORIZED VENDDR REGISTERED W/THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 9 9 9 9 9 8 5.5 4.5 3.5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 8.5 7 5.5 9 ' 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 Nom' 9 9 9 9 9 B9 6.5 5 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 _ RI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON W/ADVANCED TNPEFDFORM TECHNOLOGY ANCHOR IS 1,AND 1 1/4'FOR TAPPER+AND BLUE TAP WfTH CAP ANCHORS 6'-0' 9 9 9 9 E5 4.5 4 J 9 9 9 9 9 9 9 9 9 9 9 9 9 1 9 9 9 9.2)MINIMUM EMSEDMENT OF 1/4.0 x 3/4'ALL POINTS SOJD-SET ANCHORS SHALL BE ENTIRELY EIBEODED INTO THE C014CREIE BLOCK NO EMBEDMENT INTO STUCCO 9 9 9 9 9 Z5 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 DUST.A14D 1'MINIMUM FOR WALLS WITH NO STUCCO. 9 9 9 9 8 6 4.5 - - 9 9 9 9 9 9 9 - - 9 1 9 9 9 9 9 9 - - B.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR.ANCHORS SHALL BE LONG 7•_0 _ _ _ _ _ _ _ I_ I_ _ _ _ _ I_ I_ _ _ _ _ _ I_ _ _ _ _ _ _ ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1)&B2)ABOVE FOR INSTALLATIONS ON NUL 9 9 9 6.5 4.5 J.5 3.5 - 9 9 9 9 1 9 1 9 9 9 9 9 9 9 9 9 SIDING WITH OR WITHOUT METAL STUDS OR BFS WITH WOOD STUDS CONSULT TMS ENGINEER.FOR INSTALLATIONS INTO BFs WITH METAL SrUOS-SEE SHEET 10. 9 9 9 9 7 5.5 4 - - 9 9 9 9 9 9 9 - - 9 9 9 1 9 1 9 9 9 - - (C) ANCHORS SHALL BE 114STALLM FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECRCATIONS OF THE ANCHOR'S MANUFACTURER 9 1 9 9 18.5 6 4,5 - 9 9 9 9 9 9 9 9 9 9 9 9 8•_p• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ (D) SNE SCHEDULE BELOW FOR EDGE DISTANCE(EDV VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9 9 6 4.5 35 - - - - 9 9 9 9 9 9 - - - g 9 9 9 9 9 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS• 9 9 9 ZS 5.5 4 - - - 9 9 9 9 9 9 - - - 9 9 9 9 9 9 - - - ,MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN 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 DY THE FOLLOWING FACTORS REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED 9._0. _ _ _ _ _ _ _ _ _ _ _ _ FOR EACH ANCHOR TYPE 9 9 5.513.5 - - - - - 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 - - - TAPCON WITH ADVANCED THREADFORM TECH. TAPPER + 9 9 7.5 5 4 - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - �E I SPACING ALL POINTS SOLID SET BLUE TAP ITTTFI CAP MHN SPACING 7O'-0' - - - - - - - - - - - - - - - - - - - -- - - - - - - - DICTANCE 3" 4" MIN.SPACING-3 1/2" MIN.SPACING-.3 3 3/4" 4" 9 8 47 . - - - - - 9 9 9 9 9 - - - - 9 9 9 9 9 - - - - Ep, POJED CONCRETE CONTE BLOCK POURED CONCRETE& POURED CONCRETE& Pp,�CONCRETE CONCRETE BOCK 9 9 7 4.5 Z. - - - - 9 9 9 9 9 - - - - 4 9 9 9 9 - - - - CONCRETE BLOCK CONCRETE BLOCK 9 9 6 4.5 3.5 - 9 9 9 9 9 - - 9 9 9 9 9 _ _ _ _ MN ED.°3 1/Y MN,E.0..2 1/2' MIN.ED.<3 1 2" MN ED.•3' �EOL 31/I MN ELL 21/2" I t'-0" 3' 0.90 1.0 0.78 1.0 0.84 1.0 9 6 J.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 - _ 8 8.5 5 3.5 - - - - - 9 9 9 9 - - - - - 9 9 9 9 - - - - - - - -- -- 12•_0• - - - - - - - - - - - - - 9 4.5 J 9 9 9 9 9 9 9 9 1 1/2" 9 7.5 4.5 - - - - - _ 9 9 9 9 - - - _ _ 9 9 9 9 - - - - - 9 7 - - - 9 9 - - - - - - 9 9 - - - _ _ HV BLADE 3 OR 1 HV BLADE 3 W ♦ SEE FORB ADE OF _ _ _ - __ _ WORKING =a _ _ __ USE FOR BLADE _ g 1 'HV-WINDOW°�BL:ADE WORKING _lN-_QNISON4=== _ --AN SHEET=IB.� -_ _ 9 6 - _ - _ _ _ _ g g _ _ _ _ _ _ _ g g _ _ L rrrrFiAii..� FLORIDA BUILDING CODE (High Velocity Hurr(cone Zone -- - - - - `_ --/L- Y� - - o ------- 02017-TILTECO;INC.-(ENGINEERING)- - - -- --- --' -- "---- ---- -- ---®2017-EASTERN-METAL SUPPLY,-INC.----- `1 ..jCE� V BERTHA HVTM A S S A Accordion Shutter System IL �CO qac. ■ ■ T ■ ■ HGV. BLADE#3 W OR W/O H.V.WII W#BLADE fl 1 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DATE DRAWN BY:L0. s STq](cQF Association, Inc. 1 «a,s-0m oT/a6/,7 DATE;07/26/17 1 6355 KW.16th.St.,Ste.105.VIRGINIA GARDENS,FLORIDA 3316 (305)871-1530.FPz:(305)871-1531 4268 Westroods Drive 2 `"Ess•'ORID�!'' ��`F��� a mal: EB-0006719 Tltecoo Lcom West Polm Beach, FL 33407 G No 3 17WIN103 ID' \�y` NL/ WALTER A.TILLR Jr.PE 4 P.E. SEI{t ��1 MR DATE FLORIDA U..5 44167 5 SHEET 6 6 OF 18 t III .I' �' •.•, . +I ,. m mmmmi• Wim'��mm� • •• �a�imm'�mc�� �m $m����C�m�m'�'i-m- '':��� molol • nororu�mmElm • nr�n �'nnm • n: � n • �� • dva • p noiar�aEa • n • no.�sno,o� • ndd�a�nnndQdQ��ode�vo ago�apnnommo,�oronEam nv R noon ®it�mF>�o/m��annonE>!nE>>Do10�mo1nE! 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Ai3sociatio I 4268 Westroods Drive West Polm Beach, FL 33407 DRAWING©_�_�_ 1 I 0�� I 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 10.&IS). 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 VM(n) CEILING MOUNT 3W CEILING MOUNT 3W CEILING MOUNT 3W WALL WALL MOUNTINGS WALL MOUNTINGS WALL MOUNTINGS IW, 4W, 7W, 9W & 1O FLOOR MOUNTINGS 1W, 4W, 7W, 9W & IOW FLOOR MOUNTINGS 1W, 4W, 7W, 9W & 1OW FLOOR MOUNTINGS MOUNTING 6W & 8w 6W & 8W 6W & 8W 5w A.S.D.DcSGN NEGATIVE LOAD(Pat) ASD.DESIGN NEGATIVE LOAD(psf) ASIX DESIGN NEGATIVE LOAD(p:0 ASD.DESIGN NEGATIVE LOAD(pco A.S.D.DESIGN NEGAIM1E IOM(p30 A.S.D.DESGN NEGATIVE LOAD(P50 Lm nm am IDN(po 30 40 50 60 70 82-90 100 110 30 40 50 60 70 80 90 10D 110 30 40 .90160 70180190 100 110 30 40 150160 70 80190 100 110130 40 50 1 60 70 80190 100 110 30 40 50 60 70 80 90 100 110 30 40 50 F62 -0'OR LESS 9 9 9 9 9 9 9 9 9 9 19 9 9 9 8 7 6.5 6 9 9 9 1 9 9 19 19 1 9 9 9 9 9 9 8 7 6 5.5 5 9 9 9 9 9 9 9 9 9 9 9 9 7.5 6.5 5.5 4'-0' 9 9 9 9 9 9 9 9 8 9 1 9 9 8 7 6 5.5 5 4S 9 9 9 9 9 19 1 9 1 9 9 9 9 8.5 7 1 6 5 14.5 4 3.5 9 9 91 9 9 9 B 5.5 4 9 8.51 7 15.S 5 4 13.513.513 9 9 9 9 5'_ 9 9 9 9 9 97.5 6 4.5 9 9 8 6.5 5.5 5 4 4 3.5 9 9 9 9 9 8 1 9 88 9 B.5 6.5 5.5 4.5 4 13.5 3 3 9 9 9 1 9 9 5.5 4 3 2.5 9 7 15.54.5 4 3.5 1 3 12.5 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 3.513 2.5 - 9 9 9 Is 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 9 914.5 3 2.5 - - - 6.5 5 4 3 N2.5 .5 - - - 98'-O' 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 2.52 - - - 9 9 3.5_2 9 9 6 4 3.5 - - - - 6.5 5 4 3 2.5 - - - - 9 8 5.5 3 2S - - - - 5.5 4 3 2.5 2.5 - - - - 9 5,5 3 2.5 - - - - - 4.5 3.5 2.5 2 - - - - 9 4.5 2 - 4 .5 5 4 3 - - - - - 9 8 4 2.5 - - - - - 5.5 4 3 2S - - - - - 9 55 3 - - - - - - 4.5 3.5 2.5 2 - -8 4.5 3.52.5 - - - - - 9 6 3.5 - - - - - 5 3.5 3 2 - - - - - 9 44 3 - -4 2.5 - -13'-0' 9 5.5 3.53.5 2.5 _ _ +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: -'1/4.0 TAPCON W/ADVANCED THRFADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I,T.W.BUILOEX W/MINIMUM PENETRATION OF THREADED AREA AS INDICATED AT EACH O HV BLADE #3 OR HV BLADE #3 W SECTION ON SHEETS 14&15. EXCEPTION:SEE NOTE 2 BELOW. 2.ANCHORS NS HOLLOW CEILING SHALL BE AS PER 15 SPECIFICATIONS. TYPE S. SHEET 14 AND ® H V WINDOW BLADE �#3 WORKING I N UNISON SHALL CONSIST OF LAG SCREW'S AS PER NDS 2015 SPECIFICATIONS. 3.SUBSTRATE-SKkk CONSIST-bF-THE-FOLLO1-ANG:-=-=.__ -SOUTHERN PINE No.2 W/G=0.55(N.D.S) - ---------------- ---------- �-- - _ _-- -DOUGLAS FIR W/G-0.50(N.D.S.) *SEE LIM ATIONS OF USE FOR -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) BLADE I(A ON SHEET 18. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) -- -- - - -_--MIN. 1/2'COX PLYWOOD_(1986 APA)- - - _ -__'4.ANCHORS`SFVQI:-BE'INSFALLID=PoLLOWING-ALL-OF THE RECOMMENDATIONS=ANO -- � SPECIFICATIONS PER NOS 2015 1�YrAlYN�ii.yi FLORIDA BUILDING CODE (High Velocity Hurricane Zone „, �'per•.. Q2-7 TILTECO.INC.(ENGINEERING) 2017 EASTERN'METAL-SUPPLY. INC.- BERTHA HIP d> /Mric O N A.S■S.,A■ Accordion Shutter System ttv BLADE#3 w OR W10 H.v.WINDOW BanE 43 American Shutter Systems lay.No DESCRIPTION DATE DRAWN BY:L.C. TICCIT TESTING $ ENGINEERING COMPANY •Q% S jC SUf_ �'I Association, Inc. I ow ta- 01736/17 DATE:07/26/17 `V 6355 N.W.362.SL,Ste.305,YIP.GINA GARDENS,FLORIDA 3316 2 4268 Westroads Drive 1 Phan.:(305)871-1530.Fo.:(305)671-1531 DRAWING No 19� .-moil:Nite..0-I.- West Palm Beach, FL 33407 3 ........ 11A EB-0006719 4 17-103 SSrQNAI Attj1 WFLORIDA u p 44167 5 SHEET P.E. SEALJ81(3P4 Tor/'DATE 6 8 OF 18 POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK `(SEE SCHEDULE ON SHEETS 6&7) OR CONCRETE BLOCK WALL REQUIRED M- STING WALL REQUIRED . GLASS— CONCRETE ANCHORS 1/4-0 20.3/4*S.S. BOLTS W/ - - (SEE SCHEDULE ON SHEETS 6&7) WASHER 6'9'O.C. MUT.SEPARATION TO �! I; /� LASS(SEE SCHEDULES A.!/ t a 1/2• 1'MIN. ON SHEET 5) I I y - 1/2" or or Dtill O I ;• x r - 1�2• I i _2 1/Z'• I tNYLON t. COVER4•wx.E. E 10 G55 RN (NR0 11 SHEET S) S SEE S9.LE6 I 1/4-0x3/4-F.H.S.D.S.ITW O EXISTING BUILDETEK SCREW®9' O.C. EXISTING i i CSS I CONCRETE ANCHORS 1 I I i POURED CONCRETE I OR CONCRETE BLOCK (SEE SCHEDULE ON SHEETS 6&7) WALL REQUIRED d WALL MOUNTING INSTALLATION Q WALL MOUNTING INSTALLATION Q WALL MOUNTING INSTALLATION "'-- EXISTING i EXISTING GLASS GLAS I I I (f I I' NIN.SEPAPATION TO I I, uR.Sk3AYAhd1 10 clAss MIN.SEPARATION TO ;i i I CLASS(SEE SCHEDULES XE��� (SEE ON=HEFT i ON SHEET 5) I —(i GR ExGGLASSS •• IT T . T j4'ttAX. I rfir--, t • I------- rfff EDGE 0-- - 1• EDGE OF _ SLAB IF I •' e __ 1/2• 3 —SLAB IF or o[ .. `. _ 1/2• t`NUJ. APPLICABLE ` E f O APPLICABLE /4`D-20x3/4'S.S.BOLTS W/ POURED `• •� NUT&WASHER a 9'O.C. CONCRETE-� ••i CONCRETE ANCHORS a \; REQUIRED • E.0." 1 '.D.* d x"' (SEE SCHEDULE ON SHEETS 6&7) POURED CONCRETE CONCRETE ANCHORS POURED CONCRETE_ OR CONCRETE BLOCK x (SEE SCHEDULE ON SHEETS 6&7) CONCRETE ANCHORS OR CONCRETE BLOCK WALL REQUIRED (SEE SCHEDULE ON SHEET 7) WALL REQUIRED WALL MOUNTING INSTALLATION a WALL MOUNT ING INSTALLATION a FLOoRMOU► TING INSTALLATION F'ayiF.FOR COMet ATION OF$FCTtDNC { E.D.c EDGE DISTANCE (SEE NOTES&SCHEDULE ON SHEET 7) INSTALLATION DETAILS I- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-tdOUNTTNG SECTIONS CAN BE COMBINED + SEE LiL IIATLONS OF USE FOR SCALE 3�8"=1 IN ANY WAY TO SUIT ANY INSTALLATION. BLADE ON SHEET 18, 5 ,, `n FLORIDA BUILDING CODE (High Velocity Hurricane Zone t p��.. p• C)2017 TTLTECO,ULC.(ENGINEERING) ©2017 EASTERN METAL SUPPLY,INC. BERTHA HIP' L E C O N G. �,■ ■,�■ Accordion Shutter System KV SLAM#3 W/OR W/0 KV x WDM MADE L � American Shutter Systems REV.No DESCRIPTION DALE DRAWN BY:L.C. " t TILLIT TESTING & ENGINEERING COMPANY Association, Inc. i ocn iD-O5T O1jx5Jt) DATE'07j28/T7 +4ry eA 6355 N.W.30.St.,Sl.385,MROMA GARDENS,FLORIDA 3316 4268 Westroods Drive 2 5 Phone:(305)871-1530.Fax:(305)871-1531 DRAWING No _ Md:Lilt—C.L.0m West Palm Beach, FL 33407 3 17-103 + /515,A � '',1 E6-0006719 ; V1f99/� a WALTER A.TILLR Jr.P.E. 5 SHEET FLORIDA Lk.>I'44167 P.E. SEAL1S�fG�{SAf6RE/DATE 6 9 OF 18 CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) REQUIRED t• ECCE F CONCRETE ANCHORS(EXCEPT I -SLAB F - - ALL POINTS SOLID .0.4 APPLICABLE f"•--V'�— SET) 6"O.C.(SEE POURED CONCRETE OR NOTE TON SHEET 5 FOR • E i E " _ CONCRETE BLOCK - - LIMITATIONS) _ F REQUIRED ,_"'_a- t/4"o-20xCRE S.S. _ F'EO•T-EO' CHINE SCREWS USING i/4"-20 NUTS® 12'O.C. 1/4'MAX. •' EXISTING E.D.•• 2 GLASS— MIN. 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SIA6,F • i} ••712"•' �i",3. • f/ \�EXISTING NON STRUCTURAL A PUCABIE /f '' Ed SLAB�F T,0001' E.2.D0"DMIN.• .500" BALL TRIM{OECORATNE " • _ - APPLICABLE MIN. POUR Eq f #'• - P URED CONCRETE CONCR •I �! } ` , REQUIRED REQUIRED E.D."—,� —•£.0. i' Q FLOOR MOUNTING INSTALLATION D 0 NOTE:THIS INSTALLATION SHALL BE REMOVABLE [7";D .. -- ---- -----_-_-_-- - (T—KEYSTONE_MOUNTING INSTALLATION OPEERASLEFEORMED XR'DR DJACRANT To ANEDGE DISTANCE MAXIMUM A.S.D.DESIGN PRESSURE: +64,-72 psl {5££N07ES&SCHEDULE OY SH£E7 7) MAXItdUM SHUTTER SPAN 7'-6" - __INSTALLATION DETAILS (CONTINUED) NOTE-FOR COMBINATION OF SECTIONS=- .1♦ SEE Lltd ATIONS OF USE FOR - - BLADE- A-0N-SHEET,1i8.-' Y-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLr --_ - 2- MOUNTING SECTIONS CAN 8E COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. +Itllfdl/fAAiiir�i��y FLORIDA BUILDING CODE (High Velocity Hurricane Zone . - -- -- --iy*- --- `- •••••• ,r L 62017 TILTECO,INC.(ENGINEERING)- -- - "'- --- •-- -- -----• - - _--02017.,EASTERN.METAL SUPPLY, INC._-_ BERTHA H% A I L E C O N . .S.S.A. Accordion Shutter System RV. RAM#3 W OR W/O H.V.WIN M RAM#3 ' TILLIT TESTING & ENGINEERING COMPANY American Shutter Sy3t6n1S RN.Na OESCRIPPON DATE DRAWN 8Y:L.C. FLOROkAssociation, Inc. I w,s-os, W12Vl? DATE:07/26/17 fir- sass N.W.astn.sL»9e,acs.VRMNA c 305)6 1-153 33164268 Westroads Drive 2 r_}�L M� Phone:(305)877-1830.Fox:(3Gsje77-7531 DRAWING No _�..j•�1A`'Cor+TTtai WALTERMA. West Palm Beach. Fl 33407 3 1 7,-103 ' I 4 t FLORIDA U.#44167 S SHEET P.E. SEALJS�Gt�TURE/DATE 6 10 8F is � � � ` . . ----'----r----------------� --------- ��� SEE END WALL CONNECTION - I INSTALLATION WITH DETAILS ON SHEETS 10A 13 & 16 so I 'kSEE NOTES ON HV LOCK AND i 10 R ®• HV BLADE W ALTERNATE LOCKS®OR ' HV CENTERMATES ® & ON SHEET 4. i I EXISTING GLASS � SEE UMITATIONS OF USE FOR SEE END WALL OUT IN SCALE 3 8"=1" BLADEON SHEET 18. CONNECTION 1 OR DETAILS ON SHEETS I 10A, 13 & 16 -- ---------- -- --------------------- -------------I--1 I 2 OROOR©+ ]�OR $ I I __.7• _ —6 1/2^� MIN.SEPARATION i OR®OR®+O OR O+O TO GLASS 5 MIN.SEPARATION MIN.SEPARAT ON (SEE SCHEDULESSEPARATOt� 9 W/INSIDE LOCK TO W/OUTSIDE LOCK TO I OIJ SHEEP 5) p(� TO GLASS oR 4p OR®+® GLASS(SEE SCHEDULE GLASS(SEE SCHEDULE I N i © (SEE SCHEDULE ON SHEET 5) ON SHEET 5) i (INTERIOR ON SHEET 5) I `r SEE END WALL CONNECTION f���q� 13 DETAIL 9 1 OR gOR 1 OR 1 14 • I F)OR * ® 6 OR OUT (EXTERIOR) (EXTERIOR) 10 SECTION AT END SECTION AT OPPOSING 11 SECTION AT SYMMETRICAL « CENTERMATES W (DIRECT MOUNT) � / LOCK 16 OR 11771 SEE END W+� Yx2NI/8•x0'-2• 1 ° i CENTERMATES W/ LOCK 16 OR (1/1 �' CONNECTION (6067-T6 AL10'O PLUM.ANGLE I I a v w/(2)1/4'e TPPCON aNCH s -------- 2 OROOR©+DOR $� ----- DETAILS 3 SHEETS ------- ----------------- --10A 13 & 16 TO CONCRETE S.M.S.OTTOM)EE i/2" 1 (CONCxETE S.P/B 70 TUB I �IOx3/4^S.M.S.a 12^ OR®OR®+O OR O+1'l 1 -- --- M TION MIW.SEPARATOR ' AT EACH PNGLE.(TYP) O.C.FULL MIGHT, `/ MIN.SEPARATION MIN.SEPARATION TO GLASS W INSIDE TO GLASS W OUTSIDE TO CLASS TO GLASS 1 O N FIN OR O OR A�+® / / (SEE SCHEDULES (SEE SCHEDULES \ 4A 4 LOCK(SEE SCHEDULES LOCK(SEE SCHEDULES 6 W/ ONLY FOR SECTION 10 ON SHEET 5) ON SHEET 5) N ON SHEET 5 ON SHEEP 5 (BOTTOM) - I ,/ ,• is 1/2, _ 1-----� OR—1--- - - 3 DR� 15 = - 1-1 - 6-1/2,. SECTION AT-'`SYMMETRICAL- (TYP.) -- O3 SECTION AT OPPOSING 15 SECTION AT CORNER POST OUT 1+0,��d�'��o>iRp CENTERMATES W/ LOCK & CENTERMATES W1 LOCK 1�1�: _ �_ _ FLORLDA_BUILDING CO E _(High- elocity_Hprricone 20171 y 1'fE Q�+;.•U�C .'.�/�«p 02017 TILTECO,INC.(ENGINEERING) 02017 EASTER14 METAL SUPPLY, INC. -V\ 6 BERTHA HW Q C Accordion Shutter System S L ECO INC. TLV. BLADE#3 W OR W/O FLK WINDM BLADE American Shutter S $f®mS REV.No DESCRIPTION DATE DRAWN BY:LC. TILLIT TESTING & ENGINEERING COMPANY y ��U'�', h^ .�•"1w�'� 6355 N.W.3518 St.,St..306.VMNA GSRDEN9,iLOFMA 3316 Association, Inc. 1 Ow 15-oat oT/26/fl DATE:o7/zs/17 v Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No �L(� i° a-mall:Nlleco9aoLcom West Palm Beach, FL 33407 3 • VU�p1L,A1 E 1,�1 ES-0005719 4 17-103 -, '4 4 WALTER A VLLR Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA uD.1 44167 5 SHEET s 11 OF 18 SEE WD W&L INSTALLATION WITH t SERIES 9444 ALUMINUM *SEEENOTES ON HV'Y"LOCKS Q ON CONNECTION DETAILS ON ( � ) HV BLADE W J NUTSERT(2024-T3 PART#0820,AS MANUF'AALLOY) LARGE I'LANGE IN SHEET CTURED SY SH 10A. 13 16 `1".� --F— ��^- 1 HV !7T" LOCK CENTERMATES OR EQ AVDEL CHERRY N,PARSIPPENY, NEW �pR�OR� Q t}{3 JERSEY 07054 OR EQUAL. + `: I -EXISTING GLASS OR ) EXISTING —IN-1 ;� 8 & B caNN cnaN DE AI 4_N OR�OR Q+O OR O+ ) suasTRAT£ 1 I SCALE 3/8"=1 SHEEM 10A, 13 1 OR OR& jf• 1 t --1--------------------- ----- —^--- ---- OR�Oft +�pR XISTINC GLASS ' 5 1/2• MIN,5EP A110N MIN.SEPARATION MIN.SEPARATION (� OR OR + OR W+ ate.,} TO GLASS W/OUTSIDE TO GLASS W/INSIDE TO GLASS i MIN.SEPARATION �,/ \� LOCK(SEE SCHEDULES LOCK(SEE SCHEDULES (SEE SCHEDULES I TO GLASS ��LL'p�7 ���y'p�j ON SHEET 5) ON SHEET 5) ON SHEET 5) i (SEE SCHEDULES OR\.'..x OR } I N -3 I/4"- ; I I N SHEET 5) (} % IL i 6 27 / 1 VARIES g VARIES 26 26 30 20 OUT 14 SECTION AT END OUT 6 1/2•MAX.SLACK- (DIRECT MOUNTl "SECTION AT HV "T" LOCK @ SECTION AT SLACK DETAIL (LF API�JCABLE) 1/4"0-20 x 1"S.S. �� x / v C MIN.SEPARATION TO GLASS �MATES Wj LOCK 29 EXiSTINC CLASS r(SEE SCHEDULE ON SHEET 5) --�_--------------^ ------- --------------------- -------- --------------- _2 OR�OR®+QOR $ �--- � /�\ 6 //2" MIN.SEPARATION GLASS RI�'`a.IOR 1 7S t+( ORO+a I (ONE SCHEDULE SHEET 5) I I R(gOR@+� IN 31/4 V", I 45/8•— IN INSTALLATION WITH I Q HV BLADE W/ - HD CENTERMATES SCALE 3/8"=1" stn 23 23 22 iOR OR`T ** 25' 24 22 ** 25 24 23 18 SECTION AT SYMMETRICAL HD LOCK OUT 17 SECTION AT END (DIRECT MOUNTS 1J�/dlPf1SB CENTERMATES L C FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone 1111 L ,t a ✓x}2017 TILTECO,INC.(ENINEERiNG) C£32017£ASTERN ME7AL SUPPLY.INC. '•�� 'wici l� _. BERTHA ��' C ,� � A.S.S.A. Accordion Shutter System a H.V. RADE#3 W OR W/0 RV. 1MNDOW MADE#3 ��� TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION DRAWN 8Y;L.C. TR1 Q Association, Inc. 1 olD 1s-01 07/26/17 DATE:07/26/17 6355 N.W.36Th,SL,111,305,VIRGINU WDaC,MORDA 3316 tiSz e° Phone:(305)071-1530.fox:(305)671-1531 4268 Westroods Drive 2 DRAWING No o-mDEi 11tec6o19i.— West Palm Beach, FL 33407 3 17-103 '•„vy70 ON1�1 WFLORI A,TILUT Jr.P.E. 4 _ VV L& FLORIDA Lia$44167 5 SHEET P.E.SC> JAA'A E' DATE 6 12 OF /8 END INSTALLATION INTO CONCRETE OR CONCRETE BLOCK WALL• OUR ED CONCRETE POURED CONCRETE SCALE 3/8"=l" _ OR CONCRETE OR CONCRETE - ^• POURED CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR BLOCK WALL REQUIRED � ------' '•, �- ! '\/ OR CONCRETE I BLOCK WALL REQUIRED CONCRETE BLOCK\PAIL i, •_ EXISTING GLASS I _ •'1/4'0 CONCRETE •" ' „ 2" N••' EXISTING GLASS '•`.• :. _L-_ .. R 2"MIN.' EXISTING GLASS ��/ •i TING GLASS 1,�� •i°•.••1, -_____ "ANCHOR®I6' .C. RE(QUIUIRED EXIS EQ • �\ '• I 1/16"x3°MAX. w A;oat (LOCATE AT (6063-T6) CONT. �„-.(. 1 t EITHER SIDE I ALUM. CLOSER _ \ *USE 1.OR'2"MAX. STIL 1 OF 70 ) PLATE. (LOCATE AT 'a z \ (AS APPLICABLE)x2"x1/8'x0'-2' 1 i z I EITHER SIDE OF®) ALUMINUM CUP ANGLE (._----------`•---. _...—.__.-------' t (6063-T6 ALLOY)AT MIDHEIGHT 1 11100/2"S.M.S. _-•.-_—_ #'10x1/2"S.M.S. W/(1) QIOXI/2"S.M.S.TOQ9 1 &(2)1/4'0 ANCHORS TO WALL 0 16'O.C. a 16O.C. 9 ' OR r I SAT DE^OF g (LOCATE AT EITHER 1 OR A SEE DETAIL X FOR./ / ® / I 9 \ / Q ` SIDE CONNECTION 1 j. / 1 OR SEE DETAIL X FOR TO TRACKS 10 I R._ SIDE CONNECCK 9 SEE DETAIL X FO TO TRACKS 510E CONNECTION OOROOR©+ ])OR®— 1 OR ® To TRACKS OOROOR©+DOR® OR®OR®+O OR O+O OR®OR®+® OORO OR©+O OR® OR®OR®+O OR O+O OR®OR @+® OR'®OR®+O OR O+O OR®OR®+® O END CONNECTION DETAIL O END CONNECTION DETAIL O ® END CONNECTION DETAIL 3 _END CONNECTION DETAIL --� i REQUIRED ONLY FOR SPANS GREATER THAN12'-0' EXISTING GLASS CONCRETE LO K WALL EXISTING POURED _J ` r .• ' .• REQUIRED CONCRETEBLOCK . `. i ----------- ' .--- -•- OOROOR OOR D.C. A 1/,C0 CO�NCC�WE •' ,, 1/2'MIN. 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TILUT TESTING & ENGINEERING COMPANY '•.• T ;•�4 : 6355 N.M',36th.SL,Ste.305,VIRGINIA GAnENS,RORDA 3118 Association, Inc. 1 Oln 15-oet 0]/ae/i] DATE:07/26/17 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No �'i'`s' 19 I•.•,,,••,,,. a-mal:tlltec0C.O.... West Palm Beach, FL 33407 s '•• �( WALTER;.TIL TJr.P.E. 4 17-103 a�A� FLORIDA Uc.11 44167 5 SHEET P.E. SEAt',Slt3T4A7URE/DATE 6 13 OF 18_ WALL FINISH r-Eq EQ---2"MIN.— "DOE 4'X8"(M EXISTINQ__ 1/4"0 TAPCON W/ADVANCED (IF APPLICABLE) REQUIRED, THREADFORM TECHNOLOGY W1 1 1/2- BEI) WOOD I Min PENETRATION OF THREADED AREA STRUCTURAL Ar.UA.1 WOOD X3 _E" FQ _X OF EXISTING TO EXISTING WOOD HEADER.(SEE _9XISTING WOOD U, T LSCIHIEDULE ON SHEET 8) TRUSSES OR BEAM TO BE CERTIFIED ...........I BY REGISTERED RAFTER 0 24' O.C.E ENGINEER OR 2" Z REQUIRED ARCHITECT PRIOR TO SHUTTER INSTALLATION. TAPCON W/ADVANCED r.., 1'O THRFADFORM TECHNOLOGY W/ I EXISTING SOFFIT 1/2"Min.PENETRATION OF L OR F/EQ J�3y Max.D[HK. THREADED AREA TO EXISTING WOOD 2" 1/4"0 X 3/4"/ T 8) (MIN., E I-x4 BEAM. (SEE SCHEDULE ON SHEE ITW BUILDEX (6063-T6 ALLOY)W1(3)5/16"o LAG 1/4 1/8"CONT.ALUM. TUBE MAX� TEX SCREWS TO EACH RAFTER OR TRUSS. 0 �SCREW 6 D.C. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2'Min. III STUD TO AC'CEPT —f2 2"Min. /4" OPEN HOLE AT EACH NOMINAL WIDTH)W/ EXISTING MAX. EXISTING MIN. 2".4'; OR • 5/16-0 REW 1 4" PENETRATION OF THREADED AREA.VAUD GLASS FOR INSTALLATIONS WITH 62p.f MAX. WOOD DER AT CENTER OFTEWBE. - A.S.D.DESIGN LOAD AND 8' -0"MAX. REQUIREDGLASS I 11p EXISTING EXISTING SPAN.THIS INSTALLATION IS ONLY VALID MIN SEI'AWO FOR WOOD W/MIN.SPECIFIC GRAVITY G OF 0.50 AS DOUGLAS FIR OR OR SEE SIZNEOVLES 04 SHEET 5) 1 kPARUION 0 SOUTHERN PINE NO.2,OR EQUAL. NiN. MIN.SEFARAIION TO Liss (SEE SCH� OR WALL COMMON AT TOP (2 ON SHEET I ON SHEET 5) HOLLOW CEILING MOUNTING INSTALLATION OR MAXIMUM DESIGN PRESSURE: 162 pf SOFFIT MOUNTING INSTALLATION MAXIMUM SHUTTER SPAN 8'-0' EXISTIN9� .W.SEPARATION TO I _(SEE GLASS VLES W SHEET 6)- CLASS --TION TO 2"x4'COI -9=`.%NZET 5)- WOOD PLATE EXISTING OR GLASS i REID 4T.F,�r S In,O-�m OR WALL CE NOTE 1 4 ON SHEET 5 FOR LIMITATIONS) EXISTING p 1/4" MAX. IIT WALL- MAX. F� IT A. ATE_ FINISH 121HOR I LOCATION /4" t M.X. 6 /4-HEX 3 OR 4- OR I& ��Efk HEAD TEK TT EQ 1/2- SCREWS 0 9, - 3 OR 4 OR Zw MIN.WOOD 10 I/ro TAPCON W1 ADVANCED DECK REQUIRE EQ 1/2' 1/4.0 TAFCON W/ADVA14CED THREADFORM (NO FINISH ALLOWED) -THREADFORIA TECHNOLOGY W/1 1/2' TECHNOLOGY W/1/2"Mh PENETRATION OF THREADED —f/2" 1. OF READE TE AREA To EXISTING WOOD PLATE.(SEE AREA INFO PLY�VDOD-(SEE NOTE 1 4 ON SHEET 5 SCHEDULE %EDGE OF ic.E.U.ON SHEET 8) FOR LIMMATIONS) EDGE OF DEGK-�' Ci _2"x4o CON SILL 1/2'MIN.COX PLYWOOD IF GPPLICABLE REQ'D. • DECK IF APPLICABLE PLATE RE EXISTING MIN.2".4'STUDS 0 16'O.C. 1/4-0 TAPCO ADVANCED THREADFORM I W L-2"MIN.---I LL.CONNECTION AT 90;6 ATTACHED TECHNOLOGY W/1 Min. PENETRATION—' TO STUDS IN ACCORDANCE WITH SECTION 2308 OF THE;& OF THREADED AREA INTO WOOD DECK.(SEE I=-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY WALL CONNECTION AT B0 SCHEDULE ON SHEET 8) 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY MAXIMUM.DESIGN PRESSURE,+62 FIST FLOOR CONNECTION TO SUR ANY INSTALLATION. MAXIMUM SHUTTER SPAN *SEE LIMITATIONS OF USE FOR INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS BLADE(DON SHEET 18. SCALE 3/8"=l" .4 - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone+it , jl"�IiXv%-- 114,4 .......... Q2017 TILTECO,INC.I(ENGINEERING) @2017 EASTERN METAL SUPPLY, INC. S, IL BERTHA FIVTM Accordion Shutter System ZIMUE c- _M, A.S.S.A. American Shutter Systems _KV. #3 W/OR H.V. WNDOW MADE#3 REY N. DESCRIPTION DATE DRAW 11 TILLIT TESTING & ENGINEERING COMPANY Y.L.C. Ti/A mss. i 6355 N.W. 36N.St.St..105.VIRGINIA GARDENS.FLORIDA 3316( Association, Inc. I -/�07 DATE:07/26/17 • Phone 5)871-1530.Fax;(305)871-1531 4268 Westroods Drive 2 -011;U11-0-I.— — DRAWING No FB-0006719 aest Palm Beach, FL 33407 3 17-103 IV WALTER -nLUrr Jr.P.E.RE 4 - 0/0 At FLORIDAkUc.#4 4,67 P.E. S,&:'J�AtRE/DATE 5EET 6 SHEET or 18 'ALL FlNISH �-- 1/4"0 1=014 W/ADVANCED '•��� "" THREADFORM TECHNOLOGY W/ 1 1/2' Min.PENETRATION OF THREADED AREA +•'.': HEADER. (SEE TO EXISTING WOOD I. r' ON TO SCHEDULE ON SHEET 8) uss(SEESSCHEDULES 1/4'0-20x3/4•S.S.BOLTS W/ ON SHEET 5) `.NUT k WASHER®9'O.C. I I I, 1" MIN. EXISTING 't II / . 4'.1.''. 1 MAX. u' O B 2I t .` N. I'? 2"x8"MIN.WOOD 1 $ I I DECK REOUIR •t;i/ I 1' I (NO FINISH ALLOWED) _ _�__ - - '• EDGE OF DECK EDGE OF DECK IF IF APPLICABLE EXISTING MIN.2"x4' I. `•- - _ -'-"- -- APPLICABLE WOOD HEADER --' REQUIRED I; 2'MIN. 1/4.0 TAPCON W/ADVANCED EXISTING AUN.SEPARATION TO I I' THREADFORM TECHNOLOGY W/1 1/2" GLASS- LASS(SEE SCNEDU Min. PENETRATION OF THREADED AREA ON SHEET 5) I I INTO WOOD DECK.(SEE SCHEDULE ON / SHEET 8) WALL MOUNTING INSTALLATION S© FLOOR CONNECTION EXISTING EXISTING ' GLAS 1 GLAS Q MIN.SEPARATION TO I I I I MIN.SEPARATION TO I !I LASS(SEE SCHEDU LASS(SEE SCHEDU i f O ON SHEET 5) ON SHEET 5) 7 WALL t i!• FlNISH I I FlNISH I I I 8 ( IIj +v tul. EO I. 5 2 EO '.� ,,/ i I 1-y 1'MIN. '/ EO �,r' �. i Zi/4'0-20x7/4'S.S.BOLTS W/ EO / } '�� I I \ NUT&WASHER 0 9'O.C. �} �i} 1/4b TAPCON W/ADVANCED t4jj 1i 9 2 1I2 j t); THREADFORM TECHNOLOGY W/ 1 1/2- ' T �1 ax3/4'F.H-S.D.S.O 9'O.C. y (;i li i ; Min.PENETRATION OF PLATE.(SEE �ttj .. et 1/4.0 TAPCON W/ADVANCED 't I SCHEDULE ON SHEET 5) THREADFORM TECHNOLOGY W/1 1/2' 2'x4'CONT.SILL \—WALL FINISH 2"x4'CONT.SILL Ain.PENETRATION OF THREADED AREA PLATE RED'D. __PLATE-REO'D:_.______TO=EXISTING-WOOD=PLATE-.,(SEE-- _ _— ___________________ -_—______ SCHEDULE ON SHEET 8) p® WALL MOUNTING INSTALLATION 9© WALL MOUNTING INSTALLATION 15E SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY - - — - - _ - - - ---- ----- - - OU ING SECTIONS-CAN BE COMBINED-IN ANYWAY- • - _. INSTALLATION DETAILS -ON EXISTING WOOD BUILDINGS TO-SUIT=`mI"SrA�LATI°"' -_ - eqT,�,.TrArore�rsure N SCALE 3/8"=1" FLORIDA BUILDING CODE (High Velocity Hurricane Zone -- - ---- 105- •••'••• ��a ®2017 TILTECO,INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. - -- BERTHA HY IL E CO INS. A■S■S■A■ Accordion Shutter System ' H.V. BLADE#3 W1 OR W/0 HN. 1MNDOW RAM p, ��. American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. i^` ' TILLIT TESTING & ENGINEERING COMPANY Q VV" 6156 N.W.36N.54,Ste.SOS,YIRGINN celma+s,FLORIDA]316 Association, Inc. 1 4ffiID+lf9W1 O►/ DATE:D7/26/17 ' Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 ' 61:tilt—O.W.— West Palm Beach, FL 33407 3 DRAWING e �S/aNAI E� EB-0006719 17-1033 "'• • WALTER A TILUT Jr.P.E. 4 ar"'•'f•. FLORIDA U..j 44167 s SHEET P-E. SEAL/SIGNW6RE/DATE 6 15 OF 18 END INSTALLATION INTO 2"x4" MIN. WOOD STUDS SCALE 3/8"=1" 2"x4"MIN-WOOD 2"x4"MIN.WOOD / 2"x4" MIN. WOOD I ,"', DS REO'D. 2"x$MIN.WOOD - 1 STUDS REO'D. I STUDS REQ'D. �` 'f" I s 1/a'0 TfPCWV OR A"CON W/ STUDS REO'D. 1/4"6 TAPCON OR TAPCON W/ \ y I-sx ..-• / { ADVANCED THREADFORM THREAD;OPo.I TE�LOGP CHNOLOGY ANCHOR®6"O.C. NICHQR O 6'O.C.W/1 1/2'UN. % W/1 1/2"MIN.PENETRATION i \ �, 1 S, PEticiR/,nON INTO SLURS OR W Lo. 1 `\7 4 ♦ I - 1/2'PENETRATION TO 1/2-COX INTO STUDS OR VVN TO /MIN. 1/2' I t '- A 1 PL`M'OOD ff NO SR105 0257. �� rGLASS EXISTING 1/2'NN.COX Y �; PLYWOODPENErRAn�F NO STUDSCIXIST. I i SVS •- SLA EXISTING i AH PLYWOOD. INr EXISTING N I IIEGGLA55G GLASS 1 2"Mltl % 1 1/2"MI -COXi • 1-71i� -�r PLYAaCD. PLYWOOD.' VT . ",S . *USE I"OR 2'MAX. •iv 1/2"MIN. COX' ( 1 (LOCATE AT/��— (606/ T6)"CONT. FlNISH ' (AS APPUCABLE)x2"x1/8"x0'-2'\J ! PLYWOOD. WALL 1 EITHER SIDE a I ALUM. CLOSER ALUMINUM CLIP ANGLE FINISH 1 OF 10) ! PLATE. (LOCATE d' 1 I------•------- AT EITHER SIDE �� (I) #106 ALLOY)AT MIDHEI011T ®16x 1a C. OF(D) (2)1/4"01TAPCONNSS ANCHORS TO 11\ .—•.._--.—._._.____. 1 1 \ ? 1 ij10xa 1 ,O.C. —____ ._y. WALL AT 1"O.C. LOCATE AT ® i6"O.C. J� / 1 ORN p7 ! � / EITHER SIDE OF 9 / �A SEE DETAIL X FO `% 10 1 SEE DETAIL X FORD SIDE CONNECTION K ! 9 t SIDE CONNECTION 1 1 OR TO TRACKS I j 1 ORA TO TRACK OORO OR©-FOOR® i OR � I SEE DETAIL x FOf3J 9 SLOE CONNECTION O O © O ®J OR®OR®OR®+O ORO+O. TO TRACKS OR OR + OR O END CONNECTION DETAIL (2) END CONNECTION DETAIL oR®OR®OR®+O ORO+O 2"x4"MIN.WOOD O END CONNECTION DETAIL 1/a'o TAPCON OR TAPCON �E%ISN+c clAss ® END -CONNECTION DETAIL W/ADVANCED THREADFORM _ STUDS REO'0. EXISTING -_-- _ 1 4 Q TPPCON OR TAPCON ------ CLASS TECHNOLOGY ANCHORS W]( i /" - - ---'- •F REQUIRED ONLY FOR SPANS GREATER THAN 12=-O- 1 Y-0" 1 1/2"MIN.PENETRATION\ W/ADVANCED-THREADFORMIOx1/2"S.M.S.j SEE LIMITATIONS OF USE FOR ® 12"O.C. C TECHNOLOGY ANCHORS W/,1 1/' 016 O.C. BLADE©ON SHEET 18, MIN.PENETRATION® 12"O.c 1/2" ! fix 9 -- ,• _ — / I - ------_- _== - R D O � OR 4 o MINS: / 1 O I �\ I vu. 6 . 1 1 / l •` "MIN. \' i-•• (2) 3 (21L5.71 (COR lU! I 1 OR WALL y1<.++��..:. •.y2�cS.Fi;4i K';�e I FlNISH —.. � I OORO OR OR PLAN VIEW Y . FINISH ® DETAIL MIN.WOOD WALL O O O �STUDS 0 '0OR(a) X 5 END CONNECTION DETAIL OR®OR®OR®+O OR' 1+ O 1+T':*os •.,�© END CONNECTION DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone '+,11'_.,�.. T ••�P" Q2017 TILTECO,INC.(ENGINEERING) ©2017 EASTERN METAL BERTHA GHVTPPLY, INC.M ••tea �j A.S.S.A� 1 L E C O N . Accordion Shutter System �; H.V. el-ADE#3 w OR W/O H.V. wIt`mow BLADE#3 "�•;�� � TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.N. DESCRIPTION GATE DRAWN eri L- 7� VIRGINIAGARDENS, Association, Inc. 1 "w M-�E1 �Tnv1, DATE:07/26/17 .A',•.f/(1D1T1�. ,(C�!',ti0 635phoneN. 36(305)8711-1530.Fax (305)871-1531 331E 4268 Westroads Drive 2 DRAWING No % C�1'•••......••'�� ,a 0C.—II,Llteeo0aol,com West Palm Beach, FL-33407 3 S/ONAL �,,�' EB-0006719 17-103 WAL TEfl A.TILUT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Lc. aa167 6 SHEET iOF 18 '•r _ _ 0.1875" 12'MIN. CLEARANCE 0i- 0625 0.0625" TO BLADE TOPE EDGE q — _ -�— EOGE HV NOW BLADE N3 // SECTION X—X 0.0625" J 1 \ - BLADE'S 3'0 OPENING KNUCKLE ,I '�11 O S 0.0625" �,�.•,: '_.�+.`` 00 POLYCARBONATE SOURCES FOR 38 /i —E.O. E.O. R1.1.7500" \\ TYPICAL PROPERTIES APPLICABLE STANDARD RESULT i F OF BLADE PORTION %f / \\\ REFERENCE ur000n%�aocr.„' wsnc 1nIN+ v6s oarowm[ // NA9KlW S.o] ,�RE9N XX PHYSICaI, F a SPECIFIC GRAVITY ASTM D792 0.043 Ib/In' 0.043 Ib/In' ,38 HV WINDOW — .f` MECHANICAL' / i•}:+s TENSILE YIELD STRENGTH ASTM D638 9.400 p.s.i. 9,500 p.s,L. 02.8750" 1.3750" FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. 13.400 p...i. /t};i`,•.jYY FLEXURAL MODULUS ASTM D790 340,000 p.s.L. 345,000 p.s.i. \\ /,.. NOTCHED 1200 lSTM 0256 18 Ff-Ib/in17 FT-Ib/,n BURNING CHARACTERISTICS: / �•.. /j SMOKE DENSITY ASTM 02843 47.2% 64.5 1E MAX. RATE OF SURN114G ASTM D635 C-1 CLASS I C-1 CLASS _ �.p;Cs"- :}' SELF IGNRION ASTM D1929 1040'F 980'F 03.0000" (��y,,r�;; L4tL' WEATHERING: ASTIR GI55 03.7500" 2 7/8'MIN.CLEAR ,t 2 1/4'CLEAR t 5 3/4' TENSILE STRENGTH AFTER WEATHERING ASTM 838 9J02 p.si. 8840 p.s.L. SEPARATION BETWEEN BETWEEN TABS ON CENTERS TENSILE STRESS.BEFORE WEATHERING ASTM 638 8461 p.s.l. 8880 p.s,L. BLADE OPENINGS 0.7500" - POLYCARBONATE IMPACT RESISTANT HY WINDOW —'— BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV—STABILIZED GRADE \ ------ _-!_ ------- ----- -_--_-_- _ -_-_—_-_- --=E-XTERIOR-EL=ENATION-===--__-------- ------_------ - -_=-_-__--___---- ---- ---- -- -_- --_-- -- SCALE: 1" = 1" 12'MIN CLEARANCE TOBLADE BOTTOM _ r _ EDGE _ =--HV W—I.N.DOW_-B_LAD E SCALE: 3/8"=1" PoLxO HV WINDOW DETAIL FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - - - -- - ...... ,,__, 0267 - �- ----- 1 ..eA'. . ✓i•1 = --- RL7EC0,—INC-.(ENGINEERING)- ---------- ---- -----^- -- -— - - - -- ®2017 EASTERN METAL SUPPLY,INC. --- -- GfY �T BERTHA HV" I L E C O H c. A■S S■A■ Accordion Shutter System Kv. BLADE#3 W/OR W/0 HN.WINDOW BLADE 0 F t TICCIT TESTING do ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY:L.C. F ,'y91 6355 N.W.36th.SI.,St--705,YiRWtM GARDENS,FLORIDA 3316 Association, Inc. 1 Din 1S-W1 07/16/17 DATE:07/26/17 C CO C� 4: �,,� Phone:(705)871-1530.fox:(}05)871-15}1 4268 Westroads Drive 2 V ""��y�,�,,� _01:6lt-0001—M West Palm Beach, FL 33407 3 DRAWING No EB-0006719 4 17-103 +• WAITER!Z 71LLIT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA uc p aa167 5 SHEET 6 17 OF 18 * GENERAL LIMITATIONS AND CONDITIONS OF USE FOR BERTHA 4 n FIV BLADE ;3 ACCORDION SHUTTER SYSTEM WORKING IN 1 7 © O -7 UNISON WO a&HV WINDOW BLADE X83. 1,MAX.&S.D•DESIGN PRESSURE RATING:+62, -62 p.s.f. 2.MAX.SHUTTER SPAN: 107"- 0 +62,-62 psf MAX.SHUTTER SPAN: 114"-W-6"® +55, -55 PGf 1 J.ALLOWED MOUNTINGS: 1,2, 7&8 ON SHEETS 9& 10;AS WELL AS 1 " MOUNTINGS 1W,2W,3W,4W,5W&6W ON SHEET 14. 1�6 0 17 MINI UM 4.ONLY..N-R- 13 14(BOTH W/ 16 OR 1®ARE ALLOWED WITH 13 Qoro�or / 14 ARRANGED IN A SYM ETFt AL LAYOUT. (� r TYP.Fl END 7s s s 5. (A)(9 HV WINDOW BLADE3 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS(3'0 HOLES)FOR(a PER GLADE AT SPACINGS SHOWN ON SHEET 17. MAX.5 WINOOk/S �' s (B)MIN.CLEARANCE FROM TOP OR BOTTOM EDGE OF 1A HV WINDOW BLADE#3 ALLOWED ATE 3 rs ss s OF ANY 3'0 HOLE FOR SHALL BE 12". WINDOW BIADE g3 lu sMAXIMUM (C) FIRST OR LAST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE OA us SHUTTER SPAN HV WINDOW BLADE#3.ll SEE LIMITATION NOTE 2 (0) 1�HV WINDOW BLADE J3 MUST BE USED ALTERNATE TO A SOUD IOHV s p BLADE}3 THROUGHOUT SHUTTER'S WIDTH. s s P^ , ass (E)CENTERMAIES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID fOHV ( BLADE#3 AT EITHER SIDE OF THEM. s (F) POLYCARBONATE HV WINDOW 3 SHALL BE INSTALLED SO THAT TABS FACE SEE END ___/ THE INFERIOR OF THE OPENING B�NG PROTECTED.HV WINDOW(38)MUST BE CONNECTION ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROM D BY ASSA, DETAILS ON SHEETSg INC, 13& 16 TYP,FULL 1 1 HEIGHT. P' P a MINIh1UM 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME L.- I BUILDINGS ON SHEET S.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES - 1 1 &2 ABOVE). —� 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 6&7 AS LIMITED BY SPAN (SEE PLAN FOR REpUAEtdENTS) AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). 2 8 TYP TOP&BOTTOM 6W UNUMJITED WIDTH B.BEE MINIMUM SEPARATION TO GLASS ON SHEET 5. ELEVATION 3 DR®GRA,07) SYMMURICAL CENTERMATES O3& 14 _ 1 W/ 16 OR 17 -------- ,��`--13 14�� \ TYP. 1 Oj � g 1 � 13 14 � PLAN 1Q TYPICAL HV BLADE #3 WORKING IN UNISON WITH n HV WINDOW BLADE #3 SHUTTER* N.T.S. JfIJONlJiiiiia,. FLORIDA BUILDING CODE (High Velocity Hurricane Zone ',t1��_.",.....,_ I)• ©2017 TILT ECO.INC.(ENGINEERING) 02017 EASTERN METAL SUPPLY,INC. . �ENii".,�� BERTHA HVTM ti� IL E G O �Nc. A■S.�.A. Accordion Shutter System k H V. BLADE#3 W/OR WHO H.V. WINDOW BLADE#3 American Shutter Systems REV.Na DESCRIPTION DATE DRAWN BY:LC. TILL[ TESTING & ENGINEERING COMPANY Pn. Association, Inc. 1 OD,5-11I o7na„ DATE:07/26/17 `. M ••, ,•( 6]55 N.W.36th.51.,Ste.305,VIRGINIA OAgp;1lS,FLORIDA 331fi t Phone:(305)871-1530.Far:(305)871-1531 4268 Westroods Drive 2 fs''•..,,,,,•,.:'`*�lL+� e-mail:6ltececooLGem West Palm Beach, FL 33407 3 DRAWING ND EB-0 NAI WALTE006719 17-103 R A TILLIT Jr.P.E, 4 P.E. SEAL/$IGICATUftE/DATE FLORIDA Uc.®44167 6 518 OF 18