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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772-462-1553 BY ' APPLICATION FOR STORM SHUTTER PERMIT �f. Lucie County.j� DATE: 3' 1 PERMIT NUMBER: 11 u 1- u (,gn 1. LOCATION/SITE ADDRESS: -1 z O �J Igor �' (� e i v 2. PARCEL ID NUMBER: ' 0 (3d ' Z 0 SECT TWP RNG LMAP ZNG jq�L6LU A INIT DESCRIPTION OF PROJECT OR WORK ACTIVITY:+�*C3� 4. TYPE OF STRUCTURE: SFR__,K_ 5. OWNER INFORMATION Name: --SdV'.A Address: 'i Ztya7 e.l-': P Ci City: ? 't) L- State: Fe - Zip: 3+ 9&9(b Phone: 'i%O ' Sc Z ) % Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: c a C tl 5s O I --i County Cert #: Z0 S'-/ 3 Business Name: Phone number: Concrete Masonry __X Other Product Type Maximum Opening Pressure per A.S.C.E. 7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. I Other Anchor Type Anchor Spacing Removable Panels Accordion - (00 '38q 4-3 c®�3 " Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FORDEYEKNVIINIINU IJVtrAUI 1?.r:1I6IA1NU rHL)1V1 WENV I UMNE VE15Ki,5. **SEE FINAL INSPECTION PROCED URE FOR EXISTING RESIDENTIAL SIR UCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ % 3 O "i FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. ,� ,,- L_ . C� Q r`� apt , O �''�r`� L ' D &Jj PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGN TURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF -Sk " .. rc— ACKNOWLEDGED BEFORE ME THIS 3rQ DAY OF, 20 (� BY, . CY /3 WHO IS PERSONALLY KNOWN TO ME -------------- OR WHO HAS PRODUCED AS IDENTIFICATION. %�✓�^- I r' SI NATURE OF NOTARY TYPE OR PRINT NAME OF NOT SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER I- .1 KENNETH R. KING SLCPDSD Revised 96/17/2010 �1$� P6 =� A MY COMMISSION #DD803187 I EXPIRES: November 3, 2012 t pF aQQ'BondedThru Notary Public Undenvdters m, JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE C^-,TnTY FILE # 3615549 OR E, 3313 PAGE 671, Recorded 08/04/2011' 01:45 PM I fiul(slreDm Almdt1I m A Slamor Cwp. 301 SE'Gmi Perk Wev Shar4 R 74997 to Rumm.772.2874476 NOTICE OR COM \IrDMW N _ FlOftflip allow `In ca wtq�•w•acayl\mlpeopNry,\Drlk 't providd 4 Di\ N\tir\ \ fpdM,.,\tdena w44 o\vk+ 717. I. oncI111170Norr\orttrv( l 333ti-Sol-oza3-o00.Z P�A •7rI-pIW IXId Y1Ni Ml4yr.lf\Mil\bbITAJ<eD6N)NWI\pi IX1\DIVIIXOp Y / KAA � ..•�wwruuc7ti//IDN OI r/rtOYWLNTt — rinw..m gy�A 7. 0lVW9R DirabuTWN: r N. kA+r..4LJfd SLwk[I..� Ul v �1. •+./•148b am+rrr.rri ri.rNriNyry� .__ `�tAcrotswwR DDDOtm�ironw�NSNDAnetr�.... .�K S. LDARVYNAN.,ADDilidSANOMIeNLNOM&. AND/DND.4gU/ri N 6. r•IXIDtN7NAAit. AW*t= AND VNONiNu"B": N /¢ 7. Pebtib Wrdii\ dr SIN\ Of Fbtid\ detlpt\Itd by Owne►rpen wMm \gieea a otlw doeeurrb \u a roved a s\akr 717.I7 p1(U 7, Florid\ sIr\ip; 7 piDvWed ey NAM9 ADDRWAND rNONtNWntti t. h \ddir611 b YiwDlr« la\irdf OWwd\si�ewq Iht fouowlce r nalvYt egiy of die 4bimr.s Nana u pNwlded M S\alwo NA&KADDl=ANDpNGmtNOMDas 9 Fx"bn d\w ormia ofmsimdom m (ip\ suep rm W d* 4 I dT+�N!iwetQu:or�:De/Ain�imkre.dirimwa\i.is Sur otFlotW\ ' Ca 0, 7- f--JID•'iss llbinmlm wu accmmhdjed 6\fw\ w dde r�v0 dmy af,'4� -Zp� X By f i � 1119 / /t/P7i,l ai vn o •_� w M &4-- I�F in (NJfwarpown) • For (U'F/ of\w"wkY....\4� oflb\ , wtr, Mione\Y 4. fiel) (llrir ofpnron 6alruof WFow uwntxm wn"*WIWI pumOily IM"m ors pmd-W as followlne b'D\ of Wa InWim: Irk ;tt Is KENNERIR.IQN(i K-�-�.✓� ��� I r_ MY COMMISSION # DO BD3187 EXPIRES:N6vemmi 3, 2012 '%�.. • BmdedTWuNctwPu*urd9wtm bdiitf(sVIM. F&fti6 sftwu� uwwuw6AM.w.aalaaaofn+rktrWrdp\nd �/ s Oar. 1\s YAribitrdOlikMDhiew/h aitlMrrrpe\A\dpy\M�n Ji ®7 A 97 J n� A AA^ cl+ A 10 uJ s d 1'YI P aJi.ranw p....•r STATE OF FLORi A &T LUCIE COUNTY TH ISTOf RTI1FYTHAT +CAI �Sel°'I'"RREQlggP1 R: Phil Date - 30U1 SE Gran Park W Sid P roposa ay *. Stuart7 Phone: 772.287.6476 Fax: 772.287 9740 Bid. Date: 6/29/2011 www.gulfshutters.com acu�iwunf�3Nurrsscoxe License #: CRC058017 Prepared For: I Bid information - __.............------ - --- - ---- -- - ---.-- ...__..-_.... -+-- ---- - - - Name JOHN,& ANETTE NEWSOME .......... _..._...._..... -- -- -- _..._----......_ Bid Type HOMEOWNER: SubdivisioniPGA VILLAGE Job Name NEWSOME RES. Job Address19260 SHORT CHIP Installed 0 ........... ----... - - Phones Home. (772) 460-6217. . City -State -Zip PORT SAINT LUCIE, FL 34986 Sales Person DOUG GOETHEL Proposal Description ' Remove exisiting studs, tracks, patch holes,and installthe following: Ivory DADE APPROVED Accordion: Shutters on (16) openings all with push.button locks. Price includes cutting back -rear sliderstyro band and finishing.:. Permit included. Homeowner to get'.H.O,A approval. 6-� r . AllowM weeks for installation: Price includes all .discounts. r _ Deposit•60%Fri-,5-0� Proposal Total: 00 Balance On'Completion.:. .00 It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of this corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 working days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and'other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric — Buyer agrees that any necessary electrical connections will be made the closest source'of power. Any changes or.variations will be an additional charge Interest- Buyer agrees to pay I %% per month interest charge on any unpaid balances. Costs of Collection -Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other cosO of callection in the'eveni full paytnenYas'outlined herein is not made within 10 days of the completion of the work outlined herein. Acceptance of Proposal -the above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to-do the work as specified. Cancellation Fee 20% of contract amount. Payment will be made as outlined above. Material Only Customers — You are responsible for your own measurements, (width x height) Signature: , Signature:' , Date of A ptance: 7 'Agent:.. Thank You for the opportunity to be of Service! P% AV FI-Lt (;u y 3001 S.E. GRAN PARK WAY * STUART, FL 34997 * Phone: 772-287-6476 *-Fax: 772-287-9740 * e-mail: info@gulfshutters.com 3001 S.E. Gran Park (772) 287.647, FAX (T E-Mail: jobriei www.gu Lic. #MC00231, SL 12 LAYO Special, Instructions: ,JA/1:*;4 Jay, Stuart, Florida 34997 • (800) 244.4143 ?) 287.9740 '@gulfshutters.com shutters.com 1, PB# U-17051, CRC58017 SHEET Page d —of i .Key Storm Panels - SP Rollups - RU Accordions AA Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Signature Date _1ta& 0j Salesperson ,�� , . Date =1 ,) G f( tream Aluminum and Shutter Corp. Filor:da Building Code Online _ Page 1 of 2 7,�z NO ! e: BCIS Home i Log In User Registration Hot Topics ; Submit Surcharge Stats & Facts Publications FBC Staff , BCIS Site Map I Links ? Search =k ' Product Approval USER: Public User OE12Product Approval Menu > Product or Application Search > Application List > Application Detail t a ::y FL #L389;R3 V ' Application Type ev+}lsion MORIOKA Lode Version {��EUP', .� Application Status Approved Al Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Sitters :i, Subcategory ,Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . Evaluation. Report - Hardcopy Received Florida Engineer or Architect Name who Walter A.. Tillit, Jr. P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 COI Dwo No: 08-227 Certification of Indeoendence.odf Referenced Standard and Year.(of Standard) Standard Year ASTM E-1886 2002 httn://www.floridabuildina.orL/br/Dr ann dtl.asnx?naram=wGEVXOwtDdvYYHH2vJvx53MwsXdcOtO-'. 3/20/2011 . Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved k :t ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Method 1 Option D 11/03/2010 11/08/2010 11/10/2010 12/07/2010 2002 2002 1994 Summary of Products FL # Model, Number or Name IDescription 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by Blade 1 Only- (Non-HVHZ)- Drwg tracks (top and .bottom) for storm protection #08-227 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL389 R3 II Drawing No. 08-227 Revised.odf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D" max. span is 16-0" for FL389 R3 AE Dwg No. 08-227 Product Evaluation Report.odf 30.0 p.s.f (for symmetrical and opposing centermates). See sheet 9 of 14 of installation drawings for other spans Created by Independent Third Party: Yes and pressures. This product shall -not be installed within High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. 3.11 fdext Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: WIN FoR 9hack M Nectint ¢SUMUG'S V4t:$lpit M.. . irUSYaIA a vp:KBh Y.Y . httn://www.florida.hnildinPr nru/nr/nr ann . dtlacnx7naram=w(-TFVXnAutnn-,,VVT-TT-T?-,rTinrS'IT%iTxx,cXr]Cnt(l. Z/0I1/�01 1. RAL NOT 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE: THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED 'AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WiND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd=0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD_ IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, AND #0715.61-03 AS PER TAS-201, TAS=202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410—HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD0 COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001a WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024—T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS' 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS_ - 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS .OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 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. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU • FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR A'PERMANENT LABEL A VISIBLE PLACE WI7 WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCKUF OR ALTERNATE LOCK W MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMAIN IN 'THE LOCK), AN INSIDE ALTERNATE LOCK LJ1 OR AN EGRESS H.V. LOCK W SHALL BE USED. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. P.E. Sff /S,10"RE/DAT 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: Le_ WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR. TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.0_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) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. fT1 L E C 01 a . TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305. YRGINIA WD°ENS, FLORIDA 331 Phone : (305)871-1530 . Fcs : (305)871-1531 c—mcii: 6ltecotlecLeom Ee-0006719 WALTER A TILLIT Jr_ P.E. FLORIDA Uc. f 44167 ILDI A.S.SaA., American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System 1 mn es-- s/os/a UAIL: U9/05/05 a GENERAL 10/V/1DRAWING No 3 08-227 1'4 41 4.371" 4.857" P A COVERED UNDER US PATENT # 5458179 OF 2", (max.) B/O HEADER/SILL # 3.226' 1.500- (-.Yp-) nI 4.897* VARIES - 2- 1.918" mo 090' .175 ON H.V. 2" (Max.) DIRECT MOUNT 1 917" or 083" .083" V670060, t 1 686— OB HV CEILING HEADER j I TYP. of 3.000" 00 3" FLOOR ANGI, —3.556 670. 2.226' 0.72' 3.226" 4.576" 2 293" .745' —T .062' 1..325" HW,GENT R IAT, 25 Typ. VARIES FROM 2.000' TO =5000' (4' )B.O. WALL ANGLE N 670" 072 .815" 2.092' 443 QHV WALK —OVER TRACK OM HV FLOATING CENTERMATE # 2 Gov 0 .093' '�bj %n on 670, 9rie 3 3. 52! (k).HUDQ.-�CEILINQHEADER/SILL 1.491' =1.2.O- OHV 90-1180- STARTER (:X)HV CORNER CENTERMATE # 3 X Y t 2- 2" 0.125" 3" 3" 0.090" X OS -CORNER POST 4� AliSwSmA® TILUT TESTING do ENGINEERING COMPANY American Shutter Systems 6355 N.W. 361h. St, Ste. 305, MRGINLA WDENS, ILOMDA Mifif Association, Inc. Phone (305)871-1530 . Fax : (305)571-1631 tiltecocool.com 4-268 Westroads Drive EB-0006719 West Palm Beach, FL 33407 WALTER A. TILUT Jr. P.E. FLORIDA U.. j 44-167 Ph: (877)929-2772 FAX: (561)209-8380 P.E .8 /DATE_ CODE (Non High Velocity Hurricane 0 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Svst DRAWING No 08-227 VARIES, 12, MIN. 1.130, F,5t1/2" WHEEL - AT C-20 S.S. OR !/B'd—I64.3751'4 ASSEMBLY ACEGL TIVMBSCRENS AT EVERY (SEE DER.15) - OTHER KNUCKLE 1 /4.0 0 #2 SHORT RECESQU LOCKING_cR0_D NYLON SED h - 3/8"016 ACETAL 1 /4 0-20 S.S. BUSHING. (SEENtffff - SHEE ' THUMBSCREWS THUMBSCREWS ACCORDION t /a•-lost/2' 1/4"-20 t/4'-20 PIN MT HERO TNREAOED �01E CAST THRFA�DEO /--OIE CAST S.S.MS. i HOUSING ENAMEL- MOUSING ENAMEL *BAKEDNTED SWED POINTEDEGR318" CYLINDER eRA55 CYLINDER k ID:T'9 (CHROME (CHROME PLATED) HV PLATED) m CH V LO_CK EGRESS H V>�LOGK'a ACCORDION .875' (SEE NOTES ON SHEET 4) PIN .250• D.D. PLASTIC HEAD MOLDED 70 nn m SCREW. .825" N AFTER RIVETING .3s0" BEFORE RIVETING 1 4 =20 t 3 4 1 /4 0-20 RIVNUTx e . S.S"`THUMBSERE ® ALTERNATE LOCK (TO HV LOCK n l (SEE NOTES ON SHEET 4) #1 LONG NYLON .RECESSED WASHER NYLON BUSHING. #14x2 3/4- H.V.- ACCORDION PIN W/ #8 HEAD -0U N W O N ACCORDION PIN 0.188"0 AISI 302 SERIES S.S. RIVETS AISI 302 SERIES S.S. WHEEL CARRIAGE o , HV BLADE I ACCORDION PIN #1 LONG RECESSED N Cl NYLON BUSHING. TYP,KCAL- .SFIiJTT6R'(CAL- �SSrt E�YE�Y �- SCALE: 3/8" = 1" ~ D0.324" .048= TYP. *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820. AS MANUFACTURED BY iN1 EEL��CARRIAGE-"�DET j.L AVDEL CHERRY TEXTORN, PARSIFPENY, NEW JERSEY 07054 OR EQUAL. "'"pf7,-s;"` 4, /+/7iLrF-C 707,NC. TILLIT TESTING & ENGINEERING COMPANY C' 6335 N.W. 36N. SL, Ste. 305, VIRGINIA GARDENS, NTARIOA }} Phone : (305)87t-1530 . Fe, : (305)871-1531 e-mail: t®aol.aom EB-OQQ6006719 _ WALTER A. TILUT Jr. P.E. . P.E. SEAL/SIdNATURE/DATE FLORIDA D`. ®44167 v a #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD I i i 1 /-#3 NYLON < n HAT WASHER w 15"0 .870"x3/16" THICK NYLON WHEEL •- #2 SHORT #1 LONG RECESSED i j I_ RECESSED NYLON NYLON BUSHING BUSHING BL BLADE ODE 1 #1 LGNG RECESSED NYLON BUSHING i #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD FLORIDA A. S S .A■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD © 2009 EASTERN METETALL PPSUPPLY, INC. BERTHA � .yTM Accordion Shutter System i DESCRIPTION DATE Dnovn by., F.P. oa os"Nae d/w/- DATE: 09/05/08 DRAWING No 08-227 *'NOTES ON LOCKING RODS CUB HV LOCK & AND ALTERNATE (M1� LOCK: 1. MANDATORY CONDITION #1- ONE HV LOCK© SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, HV LOCK ® MAY BE USED AS,AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Q OR (a CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION b IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDI110N #2: LOCKING -RODS @ ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE, LOCKING RODS Q) OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION #2: ONE HV LOCK & SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK Q SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2)1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 AT TOP & BOTTOM SHALL BE USED, LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 5. -ALTERNATE TO N16NDATORY CONDITIONVALID ONLY FOR SYMMETRICAL CENTERMATESi ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERI E LOCK M MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S: THUMBSCREW TO© OR e CENTERMATES SHALL_ BE MADE W/ 1/4"0-200/4" ALUM.-RIVNUT, AS SHOWN ON ALTERNATE SECTION 12, SHEET 7, ©aR ©aRO I C 1 z� i 1 ems` w OR W1 J 1 I tnZc oo� �a NL NOU A 1 3 a 6 7 s o- w w 6w w DW U 1rvl•uetrcneu Ii�n • �' 10E C O INC. TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 36tf, St.. Ste. 305, VIRCMA GARDENS, FLORIDA 33 (305)871-1530 . Faa : (305)871-1531 EB-0006719 - WN.TER A TILUT Jr. P.E. P.E. SEAL/SIGNQTURD ATE FLORIDA Ua. § 44167 7YPICADSHUTTe0_,,I -EV4TI0N OF CORNER CENTERMATE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone �+ A. S ■ S .A■ American Shutter SY9tems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System EV. No DESCRIPTION DATE Ell awn 1 0D0519° °�a°iaa DATE: o9/os/os z DRAWING No 08-227 3 4 Z.7, POURED - CONCRETE REQUIRED r L CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) POURED CC' REQUIRE CONCRETE ANCHORS (SEE SCHEDULE ON NOTE FOR COMBINATION OF SECTIONS: SH,EcZ IDj 1/4"0-2Ox3/4S.S. MACHINE SCREWS USING 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 1/4'-20 NUTS ® 12" O.C. 2- MOUNTING SECTIONS CAN BE COMBINED 1 • Min IN ANY WAY TO SUIT ANY INSTALLATION. EQ kQ Q * F D. = EDGE DISTANCE E (SEE NOTES k SCHEDULE ON SHEET 11) 1 II f 11 11 III 111 I I I 11 I I MIN. SEPARATION I I { I A \ TO GLASS I III J % l i ,~_ II 1 a (87J)a99 GLASS-1 (J1 W;4LL MOUNTING1NSTALLATIYO WALL MOUNTING INSTALLATION EXISTING - EXISTING I I cuss_ --I I A ' 1• I .MIN. SEPARATION m I I m MIN. SEPARATION i TO GLASS x - I N w E EQ EQ / \-CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) -�--1/4'4-20x3/4' S.S. PHILLIPS POURED CONCRETE OR CONCRETE -BLOCK P"�-t'' >-'' £ "ri- 3 WALL,REpU1RE0 U :WALL MOUNTINGINSTAIL'AT1i7N POURED CONCRETE OR CONCRETE BLOCK CONCRETE ANCHORS * TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON USING 1/4"--20 NUTS 0 12' O.C. - _....o�- -�-� •-^ WALL REQUIRED SHEET 10) 0 WALL MOUNTING INSTALLATION INSTALLATION DETAILS FLORIDA BUILDING CODE Han High Velocity Hurricane Zone) - - O 2009 EASTERN METAL SUPPLY, INC. ::- 1-L EGO A BERTHA HV T1d Accordion Shutter System - INC. ■ ■ ■ ■ ' :.�;l v"'•..-.�-::'�-'�-;-•: ...j -- - --- — TI &ENGINEERING COMPANY American Shutt®r Systems . N. DESCRIPTION DATE D.- b. F.P. �c - � '2: •,J¢`d .. N.W.TESTING 6355 .ri38tM1 SL, Ste. 305, YIRGINU GAROt?I5, FLOR,01 "16 Association. Inc. I - �_1ae UaeYu DATE: 09/05/Oa .. Phone : (305)B71-1530 . Fax : (305)871-1531 bltaco>acoLwm 4268 Westroads Drive z DRAWING No EB-000671D West Palm Beach, FL 33407 3 �$-22] WALTER A. TILUT Jr. P.E. Ph' 2772 TAX • (561 209 8380 FLORIDA U. Q 44167 - - 4 SHEET P.E. SEAL/SIGNATURODATE 5 5 OF 14 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 11) REQUIRED EDGE OF W-11 SUB IF APPLICABLE ¢ OR OE � NOTE FOR COMBINATION OF SECTION 1- SEE SHEET 3 FOR TYPICAL SHUTTER 1 • m A ASSEMBLY -1 MIN. SEPARATION X 2- MOUNTING SECTIONS CAN BE Cc BINED TO GLASS 4� IN ANY WAY 70 SUITANY iNSTALLAt10N. = E. D. - EDGE DISTANCE EXGLASS—� ISTING ; I ' I (SEE NOTES & SCHEDULE ON SHEET 11) II II /E E J j EDGE OF SLAB IF APPLICABLE 1,. -j MIN. SEPARATION TO GLASS I w' i POURED +� A CONCRETE -I-D. I REQUIREC FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) OS CEILING MOUNTING © WALK —OVER MOUNTING INSTALLATION INSTALLATION �-MIN. SEPARATIO ' -,MIN. SEPARATION i TO GLASS. EXlsrNc I i TO GLASS GLASS—, i O ' o s EXISTING CLASS --,.I J14X3/4' S.S. HEX HEAD TEK i I �A OR� I' I ' _ SCREWS ® 9" O.C. OR 1/4"0-20 S.S. M.S. W/ NUT 0 9" O.C. . I LOCATION 10x3/4' HEX WASHER HEAD 1 ' 3/8 lAN. TEK SCREWS 0 12' O:C. CONCRETE ANCHORS ' '(SEE SCHEDULE ON SHEET 11) iNN E w EDGE OF— ✓ - SLAB IF t - i �) 1/2' �' -1' EDGE OF }NOTE• ; N CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) APPLICABLE ` E.O. E.Q.S 1Q IF 1 : APPLICABLE THIS INSTALLATION SHALL BE t POURED CONCRETE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT 1 1/2" ' 1 1/2' EDGE OF SLAB IF REOU:RED -E. 0T i—E. D.+ OR ENTRANCE APPLICABLE .. ' POURED) CONCRETE REQUIRED L- E. D.+ I ' � F 0 R MOUNTI G lNSTALLA710"N t l8 FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane ton - ©2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM 1 L E G® 7 w C.,■, A A A.S.S.A. Accordion Shutter System ~— REV. No DESCWPTION DATE TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems Drawn 6: F.P. 6355 N.W. 361A. SL, Ste. 305. NROINIA GARDENS. FLORIDA 3316 Association, Inc. DATE: 09/05/08 -•. Poona : (305)871-1530 . Fax : (305)a7l-1531 e-mall:llliece®ccl.�cm 4268 Westroads Drive z DRAWING No Ee-0006719 West Palm Beach, FL 33407 3 08-227 P.E. SEAL/SIGNATURE/DATE WALTER A. TILUT dr. P.E. FLORIDA U..g 44167 Ph: (877)888-2772 FAX: (561)209-8380 4 SHEET OUT 90 A 2"x2'x1/8':0--2 ANGLE Ow/(z)81ALLOY) 40 T-CON ANCHORS To CONCRETE (--OP/BOTTOM) & To TUBE (4)810AT/EACH ANGLE (') )N SHEETS $ & 14 O* SEE NOTES ON LOCKING R_'JDS(D . HV LOCKS® N � EXISTING GLASS ANO ALTERNATE LOCK ©, ON SHEET 4. I SEE END WALL CONNE— CTION OROOO OR Exlsnrc class DETAILS --ON SHEETS $ &J4� °RO�I°R--------------------------- --------- 3 1 /4" 7" 6 1 /2" 7• i/2' OPPOSING SYMMETRICAL CENTERMATES CENTERMATES #10.3/4" S.M.S. ® 1z' W—�C� LOCK W�tJ\j—J �� W LOCK W * 1" MIN' O.C. FUL! LEJJGHT. v 1 \ f / I N Uf1 U TO GLASS mmms ll�l IY�� /2" 6 ©()O F3--NG -. EXISTING GLASS HOB-10°RO— INXI" MIN. OPTIONALSEPARATION (INTt7ilOR)TO GLASS OUT© OR OUT SECTION 12 AT CORNER CENTERMATE #3 - ----------- --- -- ----- ---------- U* A A �J°ROM M OR L L OR rj I L OR @ SECT -ION 12 0 UT POURED CONCRETE OR r EXISTING GLASS CONCRETE BLOCK WALL TT — — REOUiRED SYMMETRICAL * IN g oR©oROoR CENTERMATES OPTIONAL W1SEPARATION MIN. W LOCK * ) (INTERIOR) OOR 0' OI °RO TO GLASS / II- ALTERNATE SECTION 12 — TILLIT TESTING & ENGINEERING COMPANY M :/� f�f'7J3• ' (�•• 6755 N:N. 1EU. SL. Ste. 305. M-114IA GARDENS, —IDA 3] Phone (305)B71-1530 F¢x (305)871-1531 ._.oil:tilteco®¢al.cmr. EB—OD06719 • - WALTER A TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FL.OREDA U. B 44167 :HORS 16" O.C. ORO OUT L 6 1/2" MAX. SLACK _I 1 SECTION 1-2 AT SLACK DETAIL (IF APPLICABLE) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zol A■S.S.A■ American Shutter Systems 6 Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Systerr EV• No DESCRIPTION DATE Drevn by; F.P. t an os-ua s/m/aa DATE: 09/05/0 2 1 DRAWING No 08-227 1 A SNFFT POURED CONCRETE OR v CONCRETE BLOCK WALL REQUIRED CONCRETE ANC >_ ® 16" O.C. _ EX.iSTING GLASS 2" MIN: j I i E01 1" MIN. ' I I IEQ SEPARATION 1/76'x3" MAX. (6063-T6)- EE TO GLASS CONT. ALUM. CLOSER (LOCATE AT PLATE (LOCATE AT EITHER SIDE CFO) EITH SIDE' MIN.— OF 0 1/2' MIN. f10xi/2'S.M.S. ----- 0 16' O.0 T POURED CONCRETE `— / OR CONCRETE f BLOCKWALLWALL REQUIRED I` /—EXISTING GLASS II- 1" MIN. SEPARATION TO GLASS SEE DETAIL X FORJ SIDE CONNECTION POURED CONCRETE OR CONCRETE RJ CURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS 7/2-MI. 1" MIN.SEPARATION 1" MIN. TO Gi S SEPARATION 1/2" ♦VSE 1" OR 2" MAX. - TO GLASS (AS APPUCABLE)x2"x1/8"xO'-2' ALUMINUM CLIP ANGLE ----- (6063-T6 ALLOY) AT MIDHEIGHT ` --'-- W/(1)p110x1/2" S,M.S. TOON & (2)1/4"0 TAPCONS y ANCHORS TO WALL AT 1" O.C. r �� (LOCATE AT EITHER S1DE OF NQ ) I (eJ' SEE DETAIL X FOR SIDE CONNECTION TO TRACKS FO SEE DETAIL X (�-I SIDETAILX CONNECTION OR OR OR BIOR0 OR(DOR(T) TO TRACKS �OR (�, OR®OR FC,. I.IOR©OR�OR© OR�+OORO TO TRACKS OR(B)+QORQ OR(D+OORQ OR®+OOR(D L "—'-^-------- �END:_;.CONNE�TION',bE1=•AIL END CONNECTION DETAIL END CONNECTION DETAIL `1 END CONNECTION DETAIL 20 ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0° POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL REQUIRED /� EXISTING CLASS I f REQUIRED EXISTING CLASS 7" MIN: � 12" .0 SEPARATION TO GLASS CONCRETE _ 1/2" M!N. ANCHOR 0 ..,...,.. —1 I - 12" O.C. _ ANCY-N 1 2" (2)# 1 ax1 3 HV l-,g ORJDR©ORQF 6 �DR©OR( QRQ END CONNECTION DETAIL � OR-8+QDa'J END CONNECTION DETAIL O QI C 0 IL E C ®�N�. ,-. TILUT TESTING & ENGINEERING COMPANY %{7'�._a, 6355 N.W. 36N. St, Ste. 205, MRGIMA GARDENS, FLORDA 331E ' Ph— : (305)871-1530 . Fax : (303)871-1531 '_matt: Nlieca®aols°tn ' EB—CDD6719 WALTER Z TIWT Jr. P.E. P.E. SEAL/SIGN,4TURE/DATE FLaxaA u . @ 44167 LGORJOR®ORC, OR(B)+OORQ Yl4FB WAY 1pRM DE4M-IL FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zo! © 2009 EASTERN METAL SUPPLY. INC. BERTHA -MV TM Accordion Shutter System �■ ■ ■�■ American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 EV. N. DESCR PT ON DATE Drown t 01D °'-1°° '/03/°1 9/ 5/ DATE: 09O0 2 DRAWING No 08-227 3 Ph: (877)999-2772 FAX: (561)209-8380 4 SHFFT MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES. `ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MA1aMuw DESIGN LOAD 0-0 (+ ' CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING L + (it) L - (ft) L + (ft) L - (ft) 30 OR LES 16'-0' 16'-0" 16,-0" 1W-0" 35 14'-10' 14'-10' 15'-2" 16'-0' 40 13'-10" 13'-10' 14'-2' 15'-2" 45 13'-1" 13'-1' 13'-4' 14'-3° 50 72'-5" 12'-5' 12'-8" 13'-7' 55 :liti`h�1 Illjli®ai� �i,ty-� rJli2l-:si 65 70 10'-6" 10'-6" 10'-9" , 11'-5" 75 80 9'-10' 9'-fo' 10'-0" 10'-9' 85 9'-6' 9'-6' 9'-9' 10'-5' 90 9'-3" 9'-3" 9'-5" 10'-I" 95 9'-0' 8'-9" 9'-2" 9'-10" 100 8'-9" 8'-4" _ 9'-0" W-7' 105 6'-7"- 7'-11" 8'-9" 1'-4- 110 B'-4" 7'-7' 8'-7" 9'-2' 115. B'-2" 7'-3' 8'-4' 8'-11" 120 8'-0' 1 6'-11' 8'-2" 125 7'-10" 6'-8' B'-O" 8'-5' 130 7'-8" 6'-5' 7'-10' 135 7'-7" 6'-2" 7'-9' 7'-9" 140 7'-5" 5'-11' 7'-7' 7'-6" 145 7'-3" 5'-9" 7-5 7'-3' 150 7'-2' 5'-7" 7'-4' 7'-0" 155 7'-0' 5'-5' 7'-2" 160 W-11" 5'-2" 7'-t" 6'-7° 165 V-10" 5'-1" 7'-0' 6'-4" 1.70 6'-9" 4'-11" 6'-11' 6'-2• 175 6'-7' 4'-9" 6'-s^ 6'-G" .180 6'-6" 4'-8' 6'-8" 5'-1D' 185 6'-5" 4'-6" 6'-7" 5'-8' 190 .195 6'-4' 1- 5- 6'-6' 5'-6' 6'-3' 6'-5' 5'-5" 200 - 6'-2" 4'-2" 6'-4' 5'-3' 205 6'-1" i 4'-1" 0-3" 5'-1' MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN WAD (P.sfJ (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL AMOUNTING & FLOOR/CEIUNG MOUNTING L + (11) L - (ft) 30 16'-0' 16'-0' 35 14'-10' 14'-10' 40 13'-10' 13'-10" 13,-1" 12'-5' 12'-5' t1'-tD° 11'-10" k4513'-1, 11'-4" 1 t'-4" 10'-10' t0'-10' 10'-6'10'-1" 10'-1" 9'-10" 9'-10" 85 90 9'-3' 95 W-0" 100 8'-9" 105 8'-7" 7'-Tt' 110 8'=4" 7'-7' 115 a.' 2' 7'-3" 120 8'-0" 6'-t1" 125 7'-10" 6'-8° 130 7'=6" 135 7'-7' 6'-2' 140 7'=5" 145 7'r3" 150 7'=2" 5'-7' 155 7'-D' 160 6'-11" 165 W-10" 170 6'-9' 4'-11' 175 6'-7' 4'-9' 180 6'-6" 4'-B' 185 190 6'-4' 4'-5" 195 6'-3" --200 6'-2' 205 6'-1" 4'-1' INSTALLATION LEGEND rG9vCRE[E WOOD rtNALI vMOUt TING 2, 3� & 4 1 W, 2W. 3W. 4W. 5W & 6W F-OR%CEILING "M 'Utll'IN.G 5, 6 & 8 8W, 9W & . 10W • MAXIMUM SHUTTER SPAN 'L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 DO. DESIGN LOAD. t CORNER CENTERMATE t}3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #4, SHEET 4 OF 14 TILIECO,N C. TILLIT TESTING & ENGINEERING COMPANY 6565 N.W. 7Eth. St., St.. 305, .6GINIA GARDENS, FLORIDA }] Phone : (305)871=1530 . Fax : (305)871-1531 '','�i,�- �'� a -mail: 61two6aol.com E9-0006719 WALTER A. TILUT Jr Pr P.E. SEAL/SIGNATURE/DATE FLORIDA Ue. ® 44167 - NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND "L-". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'b+". "Lz+", "Ll-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM, ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. FLORIDA BUILDING A.�N�NA. American ;shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 i CODE (Nan High Velocity Hurricane Zon 020a9 E4sTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System 4.1 DESCRIPTION DATE aravn ty, F.P. an os-iseI wsi.. 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SEAL/SIGNATURE/DATE 1L EC ® Inc. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36t, St, Sh,. 305, VIRGINIA GARDENS. FLORIDA 3: Phone : (305)871-1530 . Fax : (305)871-1531 • 0: tat-6-1— E"006719 WAITER A. TIUJT Jr. P.E. FLORIDA Oc. j 44157 A.S.S.A. American Shutter Systems Association, Inc. 4-268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 11 CODE (Non Nigh Velocity -Hurricane Zol © 2009 EASTERN METAL SUPPLY. INC. BERTHA HV "m Accordion Shutter System Ao DESCRIPTION DATE Drawn by, F.P./ ...-1•• •/w. DATE: 09/05/0 TTFREAPOOAUWAOTEC�NNOI ET. 10/27/10 DRAWING No BLUE TAP W CMkTAPPEFt+ 0 8-2 27 MAXIMUM ANCHOR* SPADING (in� SC HED H'F FOR A GIVEN MAu SH ITTFR PAN *SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES DESIGN NEGATIVE 0 AND A CORRESPONDIN MO HUNG TYPE FOR CONCRETE OR 1 RETF BLOCK I ST I I ATIONS (SEE MDut01NGS S. 6, 7 & e ON SHEET 5) - 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: "r FLOOR. '• a .. . Ila mmmmoovllr�mmmnonov�mmon000®ram®�®��� 000ly ®0oovvv0mmvovoo®®® I® mm �®mm _ •i�mmon000m®mvvvvommmonovo®®®®mm®� ��mmonovo°a�i�movonomm�ouoom ®®I®�®®�v® mmmonaomt�mmvvvoomlmmvoc�om®®®ranom® mmmoovoo®®avvvvv�m�voomo®®®00IDQI0 ' rammvoovmm®Q701000I0 m vanv®®®®I®ID7®mv ®mmonmomm�®IfD0000©a�mmnm©m©®I®�®o®®a mmmonnol®m®avvvvo mmmovo®� ®®_®fm100ma mmmmo v©m®m�rvvvvv my®mv©a®®nvI©0I©a mimmoo ©®mmmvonvommmmol©oa®I®�OL�i©tea mmm>vomm®�®a©v0000mmoo©®©®®momly®a 'mmo®v®mom®mon��a®vim®®oo®�®o®©ov mmmv®®oam®mvvanv�mvv®maa®I®�IO®vao MENmm�ono��im®mvvuvePammmom©®o�®M®vn®o mmom®IVI©a l�®m�voma I�lmvl©�I©aa I®DDI�iOI©aaa mmm0�©aa�®�00000mm00�Daa®0®0©Da am®mo®Moo®®monvv�i���m000�®��®n©v mmom©mooml®��fl00m�0®�®ao ©mmv®oaam® ��®®vvv mmmo ,mmmmm"= �v®mav©o�mmmv©®vv mmml©ovaa�mlvQloaal�®©oQaaamommvoaa IiaDl'�IDOI©Ivaal�©aavonaa ®mlvaluoaa ®vv©©a as mmommoaa®I®mlolooaa®mm©v©aamm>v©ov a mmaovmaaml®m010IDaI0I®D�i10®®®aammv®m®oa mvolmnvaammavvvaavom®lvaa®mmamvaaa mD�v®maaa>mmmvvvaa �oml®�aaaID31I0®vaaaa MMIUMNvolado�oo�ivv�v oovvvo! ®mmI©Ivaaaml®Iinvloaaa�ly©vaaa®mm©vaoaa m�mv� om® M11311111111-w" aaammmvvaaamo©gaaala�v®�aaaa ®momavooMM mvvvvomm®mQ000�v®v�ivvol nv®m�aaamm®imvoiaaa t�©®�aaaaa�©I®aaaaa mom®aaaauir®mvaaavommaaaaammvaaaaa ,��0000v�®�vavvvv© v000�®mv©vao mvvaaaaa�®maaaa�am©©s4aaaaaly®lv�lvaaaaa Imo©aaaaamm�vaaaaf800aaaaa000 aa ®mm0000m®�vvvvom�©�ovo®vim®voaioo vvesfaaaraam®maaaaav®vaaaaa om©a�aaaa mvoaaaaammmaaaaavmvaaaaa®mom al0aa TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ P.E. SEAL/SIGNATURE/DATE (A) TO EXISTING POURED CONCRETE (Min. f'c - 3 ksi) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. (Min. Vc 3 ksi) - 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c 3 ksi) 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c - 2 ksi) 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. f'c = 3 ksi) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2". A2) MINIMUM EMBEDMENT 'OF 1/4'0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 11V LONG MINIMUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR._ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID 'HALL FINISHES ANCHORAGE SHALL BE AS INDICATia." ON NOTES AI) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINE (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER 1/4% x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 9.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & 13.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR OFS WITH OR WITHOUT METAL STUDS CONSULT THIS EUGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS, MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE By THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE DISTANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING E.D. MIN. SPACING - 3' MIN. SPACING 3• MIN. SPACING- 3 1/2• MIN. SPACING - 3' 3 3/4' 4' POURED CONCRETE & CONCRETE BLOCK M9N ER.3' POURED 02CRETE1 MIL EIl=3 1/Y OXCREE BLOCK MR. ED. •2 1/T POURED CONCRETE & CONCRETE BLOCK MN. E0.=3 1 POURED CONCRETE & CONCRETE BLOCK MH. ED.•3' POURED ODflDtE'fE LAN ED.•3 1/Y OLYJff�TE EL00 MR En-2 1/1' 3' 1.0 0.9D 1.0 0.78 1.0 0.64 1.0 2 1/2' - 0.81 1.0 0.67 1.0 2• I - _ D.71 - - - - 0.51 - 1 3/4" . - 0.91 ;®xiflx�,., �n _ _ - 0.43 - 1 1/2' 1 0.35 - - - - 0.35 - 'L G C ® LNG. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St., St.. 305. VIRGINIA GARDENS. FLORIDA 331 Phone : (305)871-1530 . Fax : (305)871-1531 .-,ne8: Ultew®ccl.com EB-0006719 WALTER A TILUT Jr. P.E. FLORIDA Uc. 1 44157 BUILDING CODE (Nan High Velocity Hurricc © 2009 EASTERN METAL SUPPLY, INC. A.S.SmAo American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 BERTHA 1HVTM Accordion Shutter System _ REV. N D25CRImoN DATE I Drawn by. F.P. Lf. I nn as -le. Voe/oe DATE: 09/05/08 DRAWING No 08-227 MAXIMUM ANCHOR{' SPACING (in.) SCHEDULE FOR A GIVEN MAX. 'SHUTTER SPAN NEGATIVE DESIGN 'LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1/2'• MIN. CDX PLYWOOD MAXIMUM SPAN (ft) WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low9w WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS & 10W WALL MOUNTINGS 11N, 2W, 3W & 6W- CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALI, MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (ps0 NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (ps0 NEGATIVE DESIGN LOAD (ps0 NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75190 105 30 40 60175 90 105 30140 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 '-0" OR LESS 12 10 10 9 18 8 6 6 6 16 6 5 12 10 10 9 8 8 1 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 14.5 4 1 3 1 6 1 5 1 4 4 4 3 4'-0" 12 10 10 9 18 8 6 6 615 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.513.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 12 10 10 9 87 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10, 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - 6 5 4 4 - - 8'-01, 12 10 10 7.5 4.5 3 6. 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - -" 6 5 4 - 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - 6 5 3.5 - - - 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - 12 10 5.5 - - - ' 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - K12-O' 12 10 4-5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.52.5 - - - - -12 10 - - 3 2 - - - - 6 512 10 - - - - 4 3 - - - - -12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 4 12 10 - - - - 4 3 - -- - 7 '- -- - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - --- 12 - - - - - 3.5 - - - - -2 L12 16'-0" 12 - - - - - 3 - - - - - - - - - - 2.5 - - - - - 11 - - - - - 2 - - - - - 6 - - - - - i NOTES ON ANCHORS REQUIREMENTS: WOQD SUBSTRATES. 1. ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS 9A'f1UFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEIUNG SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREtWS..AS PER N.O.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: 'SOUTHERN PINE No. 2 W// G=0.55 (N.O.S) -DOUGLAS FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G=0.36 (N.D.S.) -MIN. 1/2t COX PLYWOOD (19BG APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER TMLTE CO INc, TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. St,. 305, MROWN GARDENS, FLORIDA 33 Phone : (305)671-1530 . Fox : (305)671-1531 e-mail: Ntero®aol.eem -moo - EB-0006719 WALTER ATILUT Jr. P.E. . P.E. SEAL/SIGNAIURE/DATE FLORIDA ue. f 44167 FLORIDA _BUILDING CODE (Non High Velocity Hurricane Zoi © 2009 EASTERN METAL SUPPLY, INC. BERTHA KV TM Accordion Shutter Systen A.S.-S.A. American Shutter Systems Asscciation. Inc. IEV• No DESCRIPTION DATE Draw" E . F.P./ 1 04O Q° . .1w/w DATE: 09/05/0 2 TMR-uCOOFNoWwtla T +ADVANCED GGr 0/27/1a DRAWING No 4268 VYestroads Drive West Palm Beach, FL 33407 08-227 3 a Ph: (877)999-2772 FAX: (561)209-8380 111- WALL. FINISH INSTALLATION`S DETAILS ON EXISTING- WOOD B_UI-LDINGS J T.0 TAPCON OR Y TAPCON W 1H ADVAfJCEO i THREADFORM /2. TECHNOLOGY r1/4"0 WITH DOR V (OWF 1 1/2' Min. PENETRATION TAPCON WITH ADVANCED THREADED AREA TO �\ I! THREADFORM TECHNOLOGY TING WOOD HEADER. /\ ;IJ OF 1 1 2' Min. PENETRATION E SCHEDDLE ON SH-cET ifi) IOF THREADED HE TO �IXISNNG WOOC HEADER, 'VOR T (SEE SCHEDULE ON SHEEP 16) 1 1' MIN. SEPARATION A1/4'0-20x3/4" S.S. MACHINE �7J11TO GLASS,1 SCREWS W/ 1/4'-20 NUTS - s' ® 12° O.C. " G Q EXISTING GLASS­4 a II II ; E IQ�I a 9 WAL FINIS^/ L III I"G ` a EXISnNG MIN. I 2'xa'.wooEXIs-nw0 I I I - I HEADER REQUIRED I I cars a I I 1" MIN. SEPARATION ` )— TO GLASS I I low ALL CONNECTION AT TOP EXISTING i I I V GLASS-1-1.MIN. SEPARATION-_1 WOOD FU c TO GLASS P.EQ'D. I ,i e � FINISH I \ LIU FINISH J 1 t7CISTING MIN. 2'x4" WOOD a HEADER REQUIRED u I EXISTING I�j--1 MIN. SEPARATION GLASS --a TO GLASS L WALL CONNECTION AT TOP 9 I 1 EXISTING 1' MIN. SEPARATION CLASS. TO GLASS 1 NOTE 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 11 t \ F OR © 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED IA. AREA. ®LTRATION MIDWIDTH OF WOOD PLATE. 2"x4' CONT. SILL ` , (SEE SCHEDULE ON SHEET 16) PLATE REO'D. 3W WALL CONNECTION AT BOTTOM �-1' MIN. SEPARATION I 1 TO CLASS I I I EXISTING ,v GLASS-4 I I 27x4" COAT. { 1 ( 1 WOOD PLATE Via 11 QoR © REQ'D' 4 t i ^-E E41' Min .—+ Q 0 1 \r1 G k1/4m'0 TAPCON OR I 1 1 111 ` II N I� � 71 I� 1/4'0-20x3/4' S.S. MACHINE I 1" Afi TAPCON WITH ADVANCED 1 I \\(1 I SCREWS W/ 1/4-20 NUTS tMILL 1 1/4'0-20x3/4' S.S. MACHINE l - THREADFORIA TECHNOLOGY 1' "14" CONi. SREWS UUSING 1 4--20 NUTS l 1 I W/ 1/2" Min. PENETRATION OF i 11' ��' ® 12" O.C. x i/4"0 TAPCON OR / THREADED AREA INTO PLYWCOD. , i � � 1/4'0 7APCON OR PLATE THRCON WIM ADVTECNOLOGY (SEE SCHEDULE ON SHEET 16). �APCON WITH ADVANCED EQ'D. L 1/� MIN. CDX THREADFORM TECHNOLOGY 1 OF 1 1/2' Min. PENETRATION 1 /2" MIN. COX PLYWOOD REQ'0. I PLYWOOD REQ'D. W/ 1/2" Min. PENETRATION OF i MI THREADED AREA I (SEE DTH OF EON PLATE. EXISTING MIN. 2"x4" STUDS ®16" O.C. MAX. REQ'D. PLYWOOD TO DE J WALL FINISH THREADED PRFA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. (SEE SCHEDULE ON SHEET 16) 5W WALL CONNECTION AT BOTTOM WALL CONNECTION AT BOTTOM SW WALL CONNECTION AT BOTTOM FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ' 02009 EASTERN METAL SUPPLY, INC. BERTHA HV Tm - _ IL E C A.S. . A. Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY American Shutter S StAms RIEV. N. DEWRIPT104 DATE Oren W. F.P./LG. F'y � *• ?-! •" 635 N.W. 36tn. SL, Ste. 303, VIRGWl4 GViDENS, FLORIOA 331b OtD M-196 tliww DATE: 09/05/08 a Phone : (305)871-1530 . Fax : (305)871-1531 Association, Inc.I . Fn ": (,?iti' .• ;.K�t m' a .it: 6Deco®eoI. 4268 Westroads Drive 2 TAPCON WITH ADVANCED 10/27/1 DRAWING No THREADFORM TECHNOLOGY �f �')'," EB-0006719 West Palm Beach, FL 33407 3 0$—GZ% .`'I ..�• WALTER A TIWT Jr. P.E. 7z; Ph: 877 999-2772 FAX: 4 P.E. SEQ51GNAtl`J�E%DATE FLOWDA.UC..$ 44167 ( ) (sst)2os-838D SHEET 5 13 OF 14 EQ EQ MIN. 4"z8" (Min.) EXISTING WOOD r�i i EDGE (IF APPLICABLE) BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD / -. - _ BEAM TO BE CERTIFIED BY / r — REGISTERED ENGINEER OR _ ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/2" TRUSSES OROD RAFTER ® 24" O.C. REOUIREG a 1/4"0 TAPCON OR � _ TAPCON WITH ADVANCED EXISTING SOFFIT THREADFORM TECHNOLOGY W/ 1 1/2" . �14z3/4' EQ EQ 3/4" Max. THK. Min. PENETRATION OF THREADED AREA TO S.M.S. 0 6" O.C. _ 1"x4'x1/8' CONT. ALUM. E (6063-T6 ALLOY W/ (3) 5 16"0 EXISTING WOOD BEAM (SEE SCHEDULE ON SHEET 16 ) / �EQ i - I E OR LAG SCREWS TO EACH RAFTER OR - 1 I I O TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD I - E ' I I I MEMBER, (2' Min. NOMINAL 1 OPEN HOLE AT EACH WIDTH) W/ 2' Min. PENETRATION I 1 I .STUD TO ACCEPT 11 I I OF THREADED AREA, VALID FOR I . 5/16'0 LAG SCREW j AT CENTER OF TUBE. INSTALLATIONS WITH 72pst MAX. DFSGN LOAD AND 9•-0" EXISTING I I I I, MAX. SPAN. THIS INSTALLATION IS ONLY GLASS ---I I I 7 I VALID FOR WOOD W/ MIN. I 1 I I 1" MIN. I I I I .- SPECIFIC GRAVITY OF 0.50 AS 1 I a TOAGAIS I NoUGLAS 2 ORFIR OR ECUALSOUTHERN PINELL i 1' MIN. Iw \ EXISTING III I j GLASS I 1 A HOLLOW CEILING MOUNTING INSTALLATION gi —SEPARA71( II TO GLAS OR O $ SOFFIT MOUNTING INSTALLATION T 1' MIN. 1 '� I —SEPARATION GIASSI I EXISTING I TO GLASS I N I I I 1 I III ALTERNATE I I EXISTING I- I I I LOCATION '.(' 1 j 1(I GLlSS-1 I I jll 3/8 MIN 2".6- MIN. WOOD O + a-F— 3/B- MINm #10z3/4- HEX DECK REQUIRED I WASHER HEAD TEK (NO FINISH 2"x6" -MIN. WOOD DECK SCREWS Q 12" O.C. ALLOWED) REQUIRED (NO FINISH ALLOWED) - EQ 0 EDGE OF DECK EDGE OF DECK-/ 2 IF APPLICABLE IF APPLICABLE E_A. E.O. \ - ALL 2"x4" MIN. , WOOD STUDS. (AS APPLICABLE) \ i 1/4"0 TAPCON OR TAPCON WITH ADVANCED \\ TH RM i I TECHNOLOGY ITW BUILDEXILDEX WALL' FINISH 1 `+;, ANCHORS ® 6' O.C. \ I W/ 1 1/2'MIN. THREADED PENETRATION INTO STUDS OR [, W/ MIN, 1/2" THREADED EXISTING GLASS PENETRATION TO 1/2" COX PLYWOOD IF NO STUDS EXIST. 1" MIN. 1/2" MIN. COX SEPARATION PLYWOOD. TO GLASS OR® 1/2" MIN. ilOx1/2" S.M.S. ` _ ® 16' O.0 1 CF�OR®OR ©OR OR QORO+�11 I\_TIDY/ END CONNECTION DETAIL 1 W & 4W 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRE'ADFORM 2"x4" MIN. WOOD —ANCHORS ITW BUILDEX STUDS REQ� ANCHORS W'/ 1 1/2- MIN. EXISTING GLASS THREADED PENETRATION "� _ _ _ _ INTO STUDS H 12- O.C. 1 MIN. _ TAPCON WITH 2" MIN._ --�— OF - . DECK IF \ 2' MIN. :I ADVANCED ED TH AD ADVANCED THREADE RA TECHNOLOGY 1/4"0 TAPCON 2" MIN APPLICABLE CF)OR�OR OOR� `'HALL FINISH W/ 1/2"Min. PENETRATION OF THREADED AREA INTO WOOD DECK NOTES: EDTH AD ADVANCED THREAOFORM TECHNOLOGY H O W/ 1/2" Min. PENETRATION OF OR I✓OF(E) � (SEE SCHEDULE ON SHEET 16) 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY THREADED AREA INTO WOOD DECK. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTAUARON. (SEE SCHEDULE ON SHEET Ili) END CONNECTION DETAIL 5 FLOOR CONNECTION FLOOR CONNECTION SCALE: �1-0 3/6" = 1' �J „1 FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. BERTHA HVTM Q;. c_ 'L E C INC. N®N�'1■ ��� Accordion Shutter System ^--'•�"'—=—"'�-� TESTING & ENGINEERING COMPANY American Shutter $y9f8mS REV. N DESCRIPTION DATE Drawn by: F.P. /LG ;4r, 6355 N.W. 3: 55N.W Ste. 3°5, NR GARDENS, FLORIDA 331fi Association, Inc. 1 a;oas-19a siwiaa DATE: D9/05/08 Y. 4 ,., t✓ �;'..! j i{4+.32 :.'�.;b F ( 5)L. Phone (305)871-1530 Fax (305)871-1531 Fax 305)[3 e-mail: Glteco®aol.cam 4268 Nestroads Drive 2 TAPCON WITH ADVANCED THR:ADFORM TECHNOLOGY 10/27/ic DRAWING No � ,; EB-OOM719 WALTER A. DLUT in P.E. West Palm Beach, FL 33407 3 08-227 t'?.: P.E. SEAC/51GNATAI MATF FLORIDA Ua ® 44167 Ph: L 877 999-2772 FAX: ( ) (561)209-8380 4 SHPFT