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HomeMy WebLinkAboutSUBMITTED PAPERS- 1 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION p 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 SCANNED By APPLICATION FOR STORM SHUTTER PERMIT St. Lucie COun fy DATE: I IL PERMIT NUMBER: 1. LOCATION/SITE ADDRESS: q (q ( P e I n n1Am A C.- rT P; �� 2. PARCEL ID NUMBER: 13 '" - 50 3 • O b Lt L( - 0 0 Q - 3 SECT I I TWP I I RNG 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: c.4-tJstA 1 l IS A-c-"Ly io ni k.tk( S/5 4. TYPE OF STRUCTURE: SFR 5. OWNER INFORMATION Name:'b&✓C.% Cz w- Address: g1A(j4 I 0_4 City: F;�'Piye"L State: FL Zip: 3K9$ I Phone: -77 Z - 4 [ol'o - (o 3 S 1 ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cent #: CRC C> 5 S O I _1 County Cert #: L-i 3 Business Name: A1,. . -.,r Comp Phone number: 2•3? - b H-I to Type of Surface attachment: Wood Frame Concrete X Masonry 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. Other Anchor Type Anchor Spacing Removable Panels 1 1.2 Accordion -3g 3 ao,,, §64.. AWVc~"Wol Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTIONPROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONBACK. VALUE OF CONSTRUCTION: $ -7l 7 O O 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. __'S,0-wk L. c��;�N l 0 PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SI ATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF ST /- VC-' "c - ACKNOWLEDGED BEFORE ME THIS i0-4% DAY OF VtC- , 20 10 BY, L . J /3 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC SLCPDSD Revised 96/17/2010 K:s"NC,rA it �• TYPE OR PRINT NAME OF NOTARY SEAL COMMISSION NUMBER_, KENNE M R. KNIG MY COMMISSION !t s711803187 - EXPIRES: N�,��,-:, e, 3, 2012 Bonded Thru Not IJadanvnters u. JOSEPH E. SMITH, CLERK OF THE.CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3542350 OR BOOK 32Ej--"?AGE 908, Recorded 12/13/2010 at 03:_ AMIt RL'CORDINME MIN r -� -.�u(iruek,tl O'k Arlan & 5tluttt/r Lor(1. 1 3+09i SE Gran Fail( WaV reRsttrdllhl=- Stuart, FL 34997 I nit. %pa.-r t—.Iml Ito nTwd lr, mr.. 772-287.6476 L J NOTICE OF COMMENCEMENT The ugdcmigned hereby given notice flint improvement will be [nude to certain real property, tend in acfordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement 133+4- 503- 00J4+4 - 000 - 3 I. DESCRIPTION OF PROPERTY (Legal description and street oddres) TAIL FOLIO NUMBER: 2. GENERAL DESCRIPTION OF IMPROVEMENT: �L rrvy..afG Sk .�fis,�y 3. OWNER INFORMATION: o.Name bo (mra % C-'Zara b. AddressLlHK ( P.ind.; A.+w C* Fr Z) Gast r%l_ 3 K4 S' i C. interest in property *' A d. Name and address of fec simple titleholder (If other than owner) N h 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: G-", lQait-1 ! .n.. v.►d>_ _ 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: ri ( A- 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: a 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: Af A S. In addition to himself or herselr, Owner designate the following to receive a copy of the Lienor's Nod cc as provided in Section 713.13 (1)(b),Florida Statutes: NAME, ADDRESS AND PH ONE NUhMER: - 9. Expiration date of notice of commencement (the expiration dnte is I year from The date of recording unless a different date is specified) _,20_ Z,- -j- )e -S)ai, o9-..s -:b y cu Signature orOnrner or Print Name and Provide Signatory's T(tle/Ofllce Otvoer's Authorized OMeer/Director/1'ariner/Manager State of Florldn County of SQL w4;4. The foregoing Instrument was acknowledged before me this 'I"61 day of .20 (Q ?GBy �tt�r�a g�ez.� es ts•��+4,'L (Printed name of person signing above) (Type of authority ... eg. Owner, officer, trustee, attorney in fact) For (Name of purty on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: _ v L. �J � KENNE7HR.KIt:G .� a 2 (%t.A l� -r✓- �`^ f ` �\ "Me `_ !i1Y cmik 53YJN 9 DC 811187 I a (Printed Name of Nolary•Pubiie (SignatureofNoteryPublic) (Sani) :'•s;': 'S i'XPIP.E3aJoverbur3,1at2 yl ' •'C: a.•,n•I��lkry Nu4.Ybn4c llnu nit-, Under penalties of pcu ury. I declare that I have read the foregoing and that the facts in it are true 1 e est of my knowledge and belief (seetron 92.525, Florida Statutes). Signature(s) of Otvner(s) or Owner(s)' Authorized OHleer/Direetor/Partner/Mannger who stencil above: >o By k0^z— '�R:- 4.L - y By 1 a 1of a s 6 y t -&A-U— tu,.atnwotnptuaasd (Sipattliro) (Printed Name) Ly 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 FAX (772) 287.9740 E-Mail: sales@gulfshutters.com www.gulfshuffers.com License #CRC058017 ORDER FORM Name Date .?A , • ;r Address ` ;�`;�'� i�Jvi"',� �` : � / " Subdivision JI)/) r 4. tA_ City r> -r"Pr c-; � t'- at�- State L- Zip Phone (Home) _ :5 2 Approximate Installation OPG # TYPE OPENING WIDTH OPENING HEIGHT TRACK COLOR COLOR PANEL/SLAT GAUGE STACK R/L LOCK 1/0 REMOVABLE TRACKS BUILD OUT MOTOR/ CRANK STORM BARS APPLICATION FLOOR / l .-.✓ ..� ;!may' J . r � �� \ Jed .. ]'� /.� , .�, -� � � � ' !�-.'"' '� ✓ ,y `✓l'.� f .''$ ' � :D � ��1 ' i ...." � t �'�,:� r�J r Electric: Buyer agrees that any necessary electrical connections will be made at the closest souce of power. Any changes or variations will be an additional charge. DO NOT SIGN THIS CONTRACT UNTIL YOU HAVE READ ALL CONDITIONS OF THIS AGREEMENT Interest - Buyer agrees to pay a 1 '/z % 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 costs of collection in the event full payment as 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., Payment will be made as outlined above. Signatures !� ,� ° Date /�'� �1� % Salespersony %� Date d ; ;� nhp Gullstream AlQrminum and Shutter Corp. Key Storm Panels - SP Accordions - AC Bahamas - BA Colonial - CO Rollups - RU LeXcin - LX Garage Brace - GB Application Key Wood - W Block - B Stucco Over - SO , �>y 7 DEPOSIT 50% BALANCE ON COMPLETIIOfN It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposd by an officer of the corporate�Gi' which time it become executed contract. AcceptaM&PTFMr must be within 30 days date. Buyer may cancel contract within 3 working days aMn!wl No changes in measura allowed except at pricereed upon,at the time these changes are made. C physical changesaftersigt, must b ppro in writing by both parties II agree nts are contingent upon st s, to uts, are acts of God, fire, carder delays, delay ailure eceive raw material delive , or by or causes, whether of like nature beyond our contro carry fire, tornado and o er ary insurance. Our workers ully covered by Workmen's ensation Insurance. All m roperty of Gulfstream until final pays and can be removed if not paid. ,V YEAR GUARANTEE 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287 0 6476 • (800) 244 0 4143 FAX (772) 287.9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SKEET Page 2— of Key Storm Panels - SP Rollups - RU Accordions - AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Special Instructions—,,ffv%t �f 'Y""lL iS.� "T' `y�.'% 1' ,tom'' f'i 'E�- �,9.d^ 4 Ls' : Z%'' �i �' ✓ 7 `a-�),.J ; l ._.J j,`� Y Signature i �� I/ g _�;>�: _ r=-x Date J Salesperson c�,tux+ ' c� j A-16- Date i _ . a ,,,u„ua vullu„I� �,uuc vIu<uC rage 1 of L NO, s� � BCIS Home Log In I User Registration j Hot Topics j Submit Surcharge Stats &Facts (Publications I FBC Staff BCIS Site Map Unks � Search Product Approval USER: Public User ProducttApprQ—v.ol Menu_ > product or AoplicatLon $parch > Aool WV2-0 1List > Application Detail FL # FL•38'9=R2'' Application Type evision Code Version 2 9 . 1 Application Status Approved Comments 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 Shutters Subcategory eeor „ion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I 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. l Validation Checklist - Hardcopy Received Certificate of Independence FL389 R2 COI Certification of-IndgpendEtnce.PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2002 http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOt___ 11 /11 on1 n r ionua mnamg wue unime rage /- ui L ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/10/2008 Date Validated 09/15/2008 Date Pending FBC Approval 09/19/2008 Date Approved 10/14/2008 Date Revised 11/03/2010 2002 2002 1994 Summary of Products FL # IlModel, Number or Name Description 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 Installation Instructions Approved for use in HVHZ: No FL389 R2 II Drawing 08-227 PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D" max. span is 16'-0" for FL389 R2 AE_Produet Evaluation rt_P RepoDF 30.0 p.s.f (for symmetrical and opposing centermates). Created by Independent Third Party: Yes See sheet 9 of 14 of installation drawings for other spans and pressures. This product shall not be installed within High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. Back Next 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 Coovriaht Statement I Accessibility Statement I Plug -In Software I Customer Service Survey I Contact Us Product Approval Accepts: :' WN No "ham.. Secoett� �ts-Iti fcs` uerl5ign . 4 �--• Trusted +r . VERIFY* http://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgvYYHH2vJVX53MwsXdCOt... 11 %11 /201' 0 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 WINO 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. 1N 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 MI USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LDAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03 AND f0715.01-03 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, '410-14T MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STREGHT. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELDO COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. J. 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 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl 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 kei 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 N TENANT OR HOME OWNER THAT THE H,V. LOCK bW OR ALTERNATE LC 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 ® , 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. LA13EUNG TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE �. • ` `, fir• .4 - P.E. SEAL/SIGNATURE/DATE 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 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (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.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED fr. IL EC ® mcm\ TILUT TESTING do ENGINEERING COMPANY 1S N.W. 361h. S1. S . 307, NROJ A WOWS. RORo% 3316a Phone : (308)871-1530 . Fay : (JO8)871-1531 .-moo: 04.eooad.cam 10-0006719 11µ1. A, TRUT Jr. P.E. FLORDA Uc / 44167 F.B.C. A.&S.A. American Shutter Systems Aasoclatlon, ]no. 4268 Weslroads Orfye West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-5380 (Non High Velocity Hurricane Zone) ® 2008 EASTERN METAL SUPPLY, wc. 13ERTHA HV TM Accordion Shutter Systen 1 09=1wrION I OAR I Drawn or, F.P. m ae-1e4 vm/eaDATE: 09/05/0 DRAWING No 08-227 4• � v � 5*• t 657' COVE NDER-tiS aTEN 5458179 (Z)HD 2" (Max.) 8/0 HEADER/SILL # 2 3. 26° 5 ' .065' (NP.) n Z 97' O HV ADJ. ADAPTER WAIP VAWE9 2• 1.9 6• pl N r • x) 9 t a' �0 H.V. 2" Ncx.) DIRECT MOUNT .9 7' 083' •�a 870 g o b J5 ' OB HV GE#L!NG tjFencg � t 4 576' a g Y 062' R 1.325' 0 2 t• (L��HV CENTE�RMATrE �! 1 (SELF MATING) .zso' S1P. O ri 3.000• O 3" FLOOR ANGLE 125' pp iw. O N VARIES FROM 2= ©13.0. WALL ANGLE (Gt�HV 1" lMax.Z 9/,0 HEADER,(.SILI. � 1 2 L o ' $ 0 t.t36• QJ JiVWALK-OVER TRACK -OVER TRACK X Y 1' 1' 062' i• 2' .0ez, 2' 2• 0.062' 2' 3' U.062- 2- 4- 0.062' 2' i S• 0.062' o � 0 670 3 9• E@H CEILING HEADER/SILL •j 2 la 1.200- 0 OK HV 90f180HV 901�ARTER QX Hy CORNER CENTERMATE # 3 X Y l 2' 2• 0,125• 3' 3' 0.090• SO CORNER POST F.B.C.Mon High Velocity hurricane Zone) _ "� -�� • "' '•`� °` ''• ` J • L - .'; .o� �...,p( pC�•1 T;�(•,�Q+'�!a-8-Lak -J - '�+ Q .., P.E SEAL/51GNAiNRE/DATE IL �-co,N�,A ■ ■ S S A American Shutter Systems Assoelatton, Inc.- 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (677)999-2772 FAX: (561)209-8380 02008 EASTERN PETAL SUPPLY, INC. ��ar�► �v�i;o.;1f:7-1■ Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY a3w N.W. 3M. SL. SI.. SOS, %74W11 7VM ROMM 33100 Phony : (305)871-1530 . Fax ; (JOJ)071-15J1 x-mau VUIoftcl.crom LB-0006719 WALTER A. TILUT dr. P.E. FLMDA U.. ( 44167 N. N McRtPT10N DAR Omm . F.P. 1 OIC N-IN ,/w/N DATE: 09/05/08 t DRAWING No p8-227 3 j J SHEET VARIES, 12' MIN. 1/4' f-20 SS oN J/0•.-18 11t01®SQ2EW5. 1.130" tl/2' (SEE (sEc IxrNls) 4.371'0 C51/411 g OC1N412 aEr 4) 3/8"0-16 ACETAL f 4" 0-20 S.S. THUMBSCREWS TH B C S l,—=jly�p�' T";E EO NE cAsr 1 •• 20 CW SSJLS. NOUSe10 ETNYE7- N0119N0 EIU"EL (2 T,PJ 81KlL PAINTED OAIaD PAINTED •m SS TURN NNO& m R75' BRASS CTMMEA .3 k MS (CHpaIE (MMUC PLATED) PLATED) LO_GKS/.' RESS H.V._ =' + 78- (SEE NOTES ON SHEET 4) JO' O.D. PLASOC HEED o le" MOLDED TO ,. SCREW ` AFTER RIVETING BEFORE RIVETING 4 1 f 4"0-20 RIVNUT* Lk-OPMEUIidBSGR N ® ALTERNATE_ LOCK (TO HV LOCK (SEE NOTES ON SHEET 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERr, PART 111 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL r • •N 3. = 4�t&7 • P.E. SF11Lf�iG�ATt4(2EEDATI WHEEL 03 NYLON ASSEMBLY T WASHER AT EVERY OTHER KNUCKLE #2 SHORT RECESSED NYLON BUSHING. j HV BLADE ACCORDION PIN i i ACCORDIONBLADE PIN IG 3/8 0 fE0 BUSHING. I 1102 3/4" H.V. ACCORDION PIN �1 W/ 08 HEAD (4L:/ #t4x2 3/4" N.V.ACCORDION PIN W/ J8 HEAD 4#3 NYLON ^HAT WASHER a tDION ^n 315"0 0.870■3/1 e' 0.188'i ANSI THICK NYLON 302 SERIES S.S. WHEEL j RIVETS 470•p(- A1S1 302 SERIES S.S. WHEEL I CARRIAGE r1---NYLON I LONG 2 SHORT RECESSED RECESSED BUSHING BUSHING IDION I!I O 1i1 v2 3F gt LNG RECESSED !o NYLON BUSHING. .09 .IAtffAL5Ht3T1 ERI'i�ASSEMBLY SCALE. 3/8" 1 00.324' $14X2 3/4' H.V. ACCORDION PIN .TOY4P8—)(— Q W/ j8 HEAD •8i (WH EELrGAR§pp� N.T.S. IL ECOINC. TILLIT TESTING & ENGINEERING COMPANY 35 N.W. 3e0L St. St. 30. VIMM GARDENS. ELMM 33140 Phan.: (305)571-15313 . Fe.: (305)871-1331 .-mai: Nt—ftd— E6-0000719 WALTER A. nun Jr. P.E. FLORIDA Ue. / 44167 an A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (1377)999-2772 FAX: (561)209-8380 0 BLADE NYLON d14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD (Hon nigh Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY, INC. BERTHA HVT" Accordion Shutter System DRAWING No 08-227 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 (D OR ® CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION 1111: 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 d OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION #2: LOCKING RODS 0 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 ,It- ONE HV LOCK ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® 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. ALTERNATF TO M6NDATORY CQtjQM0NI 41 VAUD ONLY FOR =METRICAL CENTERMATES- ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTER E LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-2Ox3/4" S.S. THUMBSCREW TO Q OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-200/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. P.E. SE IL E --CO,Nc. TILUT TES71HO & ENGINEERING COMPANY 53 N.W. 3011. SL, S& 3M VIWNN URMS. FLONDA 33100 Ph..: (305)071-1530 . Fos : (30.S)371-1531 �-mcEE 01G5CcoLcom Ee-0aa5710 WALTER A T011r Jr. RE FLORIOA Uc. 1 44187 F.B.C. A.S.S.A. American Shutter Systems Association, Inc, 4268 Westroads Drive West Palm Beach, FL 33407 Ph; (677)999-2772 FAX: (561)209-8380 OF CORNER CENMMATE (Non High Velocity Hurricane zone) ® 20M EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DRAWING No 08-227 POURED — CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 1' MIN. -F SEPARATION rh NCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 10) OR CONCRETE BLOCK WALL REQUIRED ; A113*19 JNTIIV' INSTALLATION nw 1' MIN, SEPI BETE ANCHORS SCHEDULE ON 41le /4.0-20MJ/4' S.S. NOTE FOR COMAMATION OF SECTIONS; 10HINE SCREWS USING-20 NUTS O 12' O.O. 1— SEE SNEEf J FOR TPICJO. SHUTTER lSSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED n. IN ANY WAY TO SUIT ANY INSTALLATION. a =I �` E'D. - EDGE DISTANCE E a (SEE NOTES & SCHEDULE ON SHEET 11) i i L-1/4*0-20.3/4' S.S. PHILLIPS NCRETE ANCHORS TRUSS HEAD MACHINE SCREWS POURED CONCRETE (SEE SCHEDULE ON USING 1/4-20 HUTS O 12' O.C. OR CONCRETE BLOCK SHEET to) WALL REQUIRED O4 WALL M04NTING INSTALLATION INSTALLATION DETAILS F.B.C.(Non High Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY, INC. .�.. `, ' • ' 1 L E C N A S BERTHA Hv'� Accordion Shutter System • � . y , �� / b 11�--'- j — .O . ■ ■ ■ American Shutter Systems Aesoelatlon, Inc. 4268 Westroods Drive Wes' Palm Beach, FL 33407 Ph: (877)994-2772 FAX: (561)209-8380 TILLIT TESTING dL ENGINEERING COMPANY 17]�S Kw. 3au. u. sa. 3Iu. Hac¢Nu mwDONs. HaycM 331ae Phan. 1 (305)871—WO , Fo.: (305)871-1531 .—maE; DaoOaal.rnm EB-aoas7ls WAUER A.TWIL Jr. P.E FLORDA Lrc / 44167 EV. N. 01=111 TKLN DATE Ora�a _ F.P. I moN-IN ./ae/w DATE: 09/05/08 2 DRAWING No p �1y O9^ZG/ _ ,7 P.E. SEAL/%JVF.TAIRE/DATE 3 s 5 SHEET 5 OF 7d , POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 11) I EaW ED S7. ERE OF . 0. IF APPLCABLE B ORE 1' MIN SEPARATION TO GLASS V.S6341 I] z Lem .I[fill . I I I . Lem I . 61As E OSTING GLASS_ ' 1' I MN. SEPARATION TO GLASS i ) li it i 1 I E POURED E. D.• CONCRETE REQUIRED -T HEAD CONCRETE ANCHORS (SEE SCHEDULE OR SHEET 11) © WALK —OVER MOUNTING INSTALLATION /14x3/4' S.S. HEX HEAD TEK SCREWS O 9' Q.C. OR 1/4'9-20 S.& M.S. W/ NUT D 9' O.C. TER HEAD O.C. SHEET 11) .VGE OF NOTE.,SLAB IF t 'PUCABLE THIS INSTALLATION SILLLL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE DUT OR ENTRANCE A r , I I I Jr-Rt�a S7iAl.LATION Y INSTALLATION DETAILS ni NOTE FOR COMBINATION OF SECTIONS: I- SEE SHEET 3 FOR TYPICAL SHUTTER A ASSEMBLY 2- NDUNTING SECTIONS CAN BE COMBINED N ANY WAY TO SUIT ANY INSTALLATION. y E. O. - EDGE DISTANCE (SEE NOTES k SCHEDULE ON SHGT 11) J EDGE OF SLAB IF APPLICABLE a 3 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) — EDGE OF SLAB IF CONCRETE REQUIRED— I E. O.M ® FLOOR MOUNTING INSTALLATION t TILLIT TESTING & ENGINEERING COMPANY 353 N.W. 7696 S4 Tb. 3M WONA 6N+OM FLOKA 3316a wp, we: (]05)871-1630 . FAX I (305)871-1531 f8-00D6719 I WALTER A DUJT Jr. P.E. P.E. 5�itL TfSDATE FLORIDA Ue. 1 "167 F.B.C. A.S.S.A. American Shutter Systems Associatlon, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 (Non Nigh Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY. INC, BERTHA HV m Accordion Shutter System Dcs"A"UN OAT6 Onrn FP. m 0-114 vm/6, DATE: 09/OSJOS DRAWING No 08-227 I N EXISTING CLASS * SEE NOTES ON LOCKNO RODS ( ). Hv LOCKS AND ALTERNATE LOCK Ya ON SHEET /. OUT 9o' I B OROOROOR �,F END WALL QONN9QTI0 DUSTING cuss i QETAILS ON SHEETS 8 do 1 OoRO+QOR — — — — — — — — — — — — — — — — — — —I 'BOlX3-78 ALLOY) ALUM. E w cz) 1/{'0 TAPCON TO CONCRETE 7' 1/2- OPPOSING SYMMETRICAL Ax:iroRs OVP/BOTTOM) DMt/2' s.11.S TO TUBE C NT RMAT S S1D.]/+' s.M.s. o Tz' CENTERM:ATES YJw\ Ai EACH ANGIE (TYP) I O.C. FULL tFHc11r. W1 LOCK SEPARATION 1 K \ U / TO GLASS ����%�y.�{ 7 IN fl J rClAS—EXISTING— — O� EO JN-GLASS s H I OR FISTING 1. 11N IN --- * o A OPTIONAL W X SEPARATION (INTERIOR) L _ _ _ OUT A ©OR 90' OUT X U (EXTERIOR) SECTION 12 AT CORNER CENTERMATE J3 ----- --- ---------- --- -------/---------- U* q q L OR O M OR I_ L pR L OR M OUT SECTION 12 POURED CONCRETE OR �DOSTING' GLASS CONCRETE BLOCK WALL RED UIREp SYMMETRICAL �* IN B OR©ORODR nri�rrnTurrc- Y MIN. P H F /. .OROInpRO TO SEPARATION I ALTERNATE SECTION 12 " = • t4 •� c•� �, IL E C ® imc. TILL IT TESTING h ENGINEERING COMPANY • • „ . N.W. 3&R SL. SW 303, NRGRW MIMS. FLORIOA 33156 Phone : (30S)571-1530 , Fo• : (305)871-1531 p--a—moo: =SEA!�SIGMAT!;DATE Ult—g-le— �U _-0008719• -•11IN/DATE TLOROA Lk. i s{1G7 D.C. I' O U T I 6 1 /2- PIA)(. SLACK SECTION 12 AT SLACK DETAIL (IF APPLICABLEI F.B.C.Mon High Velocity Hurricane 020013 EASTERN METAL SUPPLY, INC. BERTHA HV Tm A■S■S.A. Accordion Shutter Sy American Shutter Systems Ev. N DE3cRNR10N DATE aa.n 1 0 Association, in C. 1D W-ue •/w/ed DATE: I 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 DRAWING No 4 1 08-"22% I •POURED CONCRETE OR CONCRETE BLOCK WAIL REQUIRED 16'D.C.�___� �CCNCRETE ANCHORV�// EXISTING GLASS FL/ EO1' MIN. TPA T �N 1/16.0' MAX. (6063-T6)-- CONC. ALUM. CLOSER (LOCATE AT PLATE (LOCATE Ai ER SIDE OF N) 1u' ERH R SLOE OF N) 1%2' MIN. 1titOx1/2' jioxl/2'S.M.S. ----- ® 18'.0 OO.0 0 I6' O.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS OR®+QORQ END CONNECTION DETAIL 10 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIREDEXISTING GLASS 1,MUL O.C. END CONNECTION DETAIL 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS T--A < 1' MIN. SEPARATION TO GLASS SEE DETAIL SIDE CON? - POURED CONCRETE URED CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REOUII r—IXISTING GLASS 2' MIN EXISTINcTCLASS I'MIN. i i SEPARATION 1' MIN. TO GLASS I SEPARAT1aN -'T I I H• TO GLASS -US OR(QOR(E)OR(E) OR®+QORO OR®+QoRQNp �QNN!ECHTiION_ DEdA4L �3 END CONNECTION DETAIL 20 �- - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING ______FA GLASS 11OA/2' S.M.S. 1' MIN. O 12' O.0 SEPARATION CONCRETE1/2- MW. TO GLASS ANCHOR C. T 12' D.C. (2)B 14x1 3, Hv F 2' END CONNECTION DETAIL O L(BOR©oaR®+QORORQ 1.0 Inc. �y;�� • = `fly. �.'Y'�b�• �.'A TILUT TESTING k ENGINEERING COMPANY _4ZW NM. 36N. St. St.. =..NALWU GARDEM. rLOAM 33IE6 PDona : (300.11-1530 . Fox : (303)871-1531 rmd: tutawoaal.wm .r.O P•��,. IYU- EB-OD06719 •.• P.E. SEAL%S{ !111ll E/DATE WALTER A. TILLJi Jr. F.E. FLCInDA u`' 44167 ♦USE 1' OR 2- MAX. f (As APPUCABLE)x2'xl/6-'xO'-2' ALUMINULt CLIP ANGLE { (6063-TG ALLOY) AT MIDHE1GHr l --- WAI)(I1Ox1/2' &MS. TO©dt (2)1/4-0 TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER SIDE OFQ) 1 SEE DETAIL X FO 1 SIDE CONNE ON ORQ OR(DOR® CKS OR®+QORQ END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' (2)% OR®+QORQ FM M, F.B.0 A.S►.S.A. American Shuffer Sysfems Assoclafiona Inc. 4268 Westraads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 { — r-T!31 (Hon High Velocity Hurricane Zone) 02DO88 EASTERN METAL PP SUPL�YY,�INC. BERTHA H V TM Accordion Shutter System t UsCRIPIIOR DATE D,-. br. F.P. IX4 U.'" moan. DATE: 09/05/08 DRAWING No 08-227 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES. ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) Mamm DESIGN LOAD 6_0 CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CEIUNG MOUNTING L 4 (A) L- (6) L 4 (R) L- N) 30 OR LES 16'-0' 16'-0' 16'-W 15-2' 16'-0 35 14'-10' 14'-l0' I6'-0' {13 10ii L1a'ff10➢1 f1;4i.2;ffi g822;1 45 13'-1' 13'-l' 13'-4- 14'-3- 50 12,-5" 12'-5' 12'-8' 13'-7' 55 11'-10' 11'-10' 12'-1' 12'-11' 60 11'-4' 11'-4" 11'-7" 12'-4' 65 10'-10' IO'-10" 11'-1' 70 75 80 9'-10" 9'-10' 10'-0' 10'-9' 85 9'-6' 9'-6' 9'-1. 10'-5' 90 V-3' 9'-3' 1 W-5' 10'-1' 95 9'-0' B'-9' 9'-2' 9'-10' 100 8'-9' 8'-4' G.-O. 105 8'-7' 7'-11' W-9- 9'-4" ITO 8'-4' 7'-7' 8'-7' 9'-2- 1 15 8'-2' T-3' 8'-4' w- 11' 120 8'-a. 6'-11' 8'-2' B'-9' 125 7'-10' 6'-8' 8'-0' B'-5' 130 7'-8' 6'-5- 7'-10- 8'-1' 135 V-7' 6'-2' 7'-9' 7-9- 140 7'-5' 5'-11' 7'-7- 7'-6' 145 7'-3' S'-8' 7'-5' 7'-3' 150 7'-2' 3'-7' 7'-4- 7'-0' 155 7'-0' 1'-5' 7'-2- 6'-9. 160 W-11' 1'-2- 7'-1' 6'-Y 165 6'-10" 5'-1' 7'-0' 6'-4' 170 W-9' V-I I' W-11' 6'-2' 175 6-T 4'-9' 6'-9- a'-O' 180 6'-6' 4'-8' a a- 5'-10' las 6'-5. i'-fi' 6'-7' 5'-B" ISO 6'-4' 4'-5" W-6' 5'-6- 195 6'-3' 4'-3' 6'-5' 200 6'-2' 4'-2' 6'-4" 205 6'-1' 4'-1' 6'-3' W-1' MAXIMUM SHUTTER SPAN 'L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES. ONE HV LOCK & NO LOCKING RODS e (SEE NOTE *) NMUM DES04 LOAD (a,3 (r -) CONCRETE & WOOD INSTALIATIONS A WALL MOUNTING FLOOR(OULNO MOUNTWO 30 35 14'-10' 14'-10' 40 13'-10, 13'-10' 45 13'-1' 13,-1" 50 12'-S- 55 11'-10' 60 11'-4' 11'-4' 65 10'-ID' 10'-10' 70 10'-8' 1 75 10'-7' I 80 85 90 95 Too 8'-9' 6'-4' 705 8'-7- 7'-I1' 110 1'-4- 7'-7- 115 B'-2' 7'-3' 720 125 730 7'-8' 6'-s' 735 7'-7' 6'-2' 140 7'-5' 5'-11' 145 7-3' 5'-9' 150 7'-2' 5'-7' 155 7'-0' 160 6'-11' 165 V-10' S'-1' 170 6'-9' 4'-11 175 180 W-6' 185 190 W-4' 4'-5" 195 W-3- 4'-3' 200 6'-2' 4'-2' 205 6'-1' 4'-1' P.E. INSTALLATION I FGFND CONCRETE & WOOD MANSORY WALL 1, 2, 3 I W, m 3W, MOUNTING & 4 4W. 5W & 6W FLOOR/CEILING 5, 6, 7 8W, 9W & MOUNTING * a 113W ♦ MAXIMUM SHUTTER SPAN 'L+' OR 'L ' FOR INSTALLATIONS INTO WOOD SFW1 BE LIMITED TO 110 psl. OESICN LOAD. t CORNER CENIERMATE J3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION J2 NOTE #4, SHEET 4 OF 14 fL E C O tN�. TILUT TESTING & ENGINEERING COMPANY 53 N.W. 36N. SL, SW 365. 11ROWM GAIWIS, Il0W0A 33166 Phon.: (305)671-1330 . Fa : (3DS)671-1531 .-m6a UR.c6O6ic.m EB-0006719 WATER A. TXIMT Jr. P.E FLORIDA Ua / 44167 • NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE CE51GN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVER 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 LOAC•, OETERMINE 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/CEIUNG 'MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE Li-- MAY, SPAN FOR WALL MOUNTING INSTALLATIONS. L2 MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+', 'U+'. 'Li- AND 'L2 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. F.B.C.(Non High Velocity Hurricane ® 2006 EASTERN METAL SUPPLY, INC. AnSm&A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 BERTHA HIV TM 1 Accordion Shutter System DRAWING No . ..• ..-�. .+,ram e�ra - 1,: 11 1, � � \ . \ — � : � • • l " , � � 1 , : • . SEE AN, •: •\ :a •: •. :a • . .I•. SPECIFICATIONS ON momm��m�mmm�� MMIMEM �®ikJt� DOi�fi7fl�!®�000[�i���(L1t0[>ia00ttat®�E700[�F3[�fY�Q7F7Iti�aO©ii/®t[I]OOOOQ ,. 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SEAL/Sl[61 ' JRE/DATE ZIL ECO iN 1:.�. TILLIT TESTING do ENGINEERING COMPANY 33 NX SM.. EL. Si. 303, VWDU URMS. FLORIDA 3316E �PhonE : (305)871-1530 . F" 1 (305)871-133t ■-maII: Wt..G L— E8-Oe06719 WALTER A. nun Jr. P.E. FLORIOA Ua. % 44107 F.B.C. A.S.S.A. American Shutter Systems Assoclatton, Inc. 4268 Westrocds Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (551)209-8380 (Non high Velocity Hurricane ® 2008 EASTERN METAL SUPPLY, INO. BERTHA HV .. Accordion Shutter Sy an ■h111 DRAWING No 08- 227 SPACING LEGEND ANCHORS MAXIMUM DESIGN PRESSURE G: ► AND CORRESPONDING MAXIMUM ANCHOR* TAPCON SPACINQ (in.) SCHEDULE FOR A MEN MAX. 5HUTTER SPAN. DESIGN NEGATME LOAD ALL POINTS SCUD - WEDGE -BOLT AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS ,:>.��' ,y .• ���' �mlfLIm���' m�m®m��f:Tim�� �' �:ii1®'' ®�' nnOn��m�vonnnm®�' nonona®0nnnnn ��' �®m0�000mu�atnnnnnm®�' nnnona®�00000 ®�®��liglonn®��' OQ n�cu®moori��n®®�' onnnu 0®mnnnn©Q®mnnnnva®QQnOF�OQ®�onn®® r ®® DODO®0Q a0nn00®ifaQG100�®®0n00©i! �®�00000�®�>onnnnm®mnnnnna®�' DOQnO ®®0nnnn©�®mnnuvr•�>�®0nnt�©��®�' nnn®® ®mnnnnva®�' nnnnn®®monnn®�®�' DODO© nnnnn�a®�0®® ©�®nn�©®© m�mnnonvaa movi>,ov®®�ovvvoa®mvvvv�0m0vA�®v >a ® vas®®nnv©a �0mmn®rms�Qammonnva m®mono®oa®ann�unQ��imi����am�mvon®>vo ii!®0nnnnQa®nnnonaa®I� n a ®00nL•'F3Da �m®mon -n�QQam �onvaQ�i�m�' Ivniuvolu�®worms®Qv ®mmElaEan�oQa�mmnnnaarn�v®�®aa®mot©vvaa mm0lni� raven®0loninaam®nn©vaaa�r�v®®®aa mmminooQaO®mnnnaammmn��aa®®wmonaa ®m®n�©oQaammom�naa®gin©n©ao�eQt��®®aa m®non®QQw®moc>tlnaa®i�v®��aaw��©oruaa 0®mnn�aQa�®monvaaanansfavava®�®v®va m0m®v©aoaam�nutvav®�®��olavm�®©©®vvo um vvlvavaam�onvoom0m®oavomm�a�AAQ ��mm®®QQaO®�vvaaat>mQQ>v®r�ava�lo�®vaaa m®®v1�oQaw�nnvaa®nv®oQQamn®v®aaa a�m0r� ooQaa®a�vvaQaO®�vvaoa0®Hum©vav �°�v©aaQaammEaaaaa0®©onvoaEam®®vvov im�v®oQQQam�vvvao�m�®®QQOQa®nvaQov m®nov�laoava�®�nvvoQla�mnr�oQQ�a�um®oQQva ®nnlrarnQQQa�®�QaaaQvv�aavaanr�notvvva �I��®wvvvv��wovvo��wvvvv0wvvocaiaai ®�0®aav00®®�QQ�0Q��000000®®QQQQQQ 0mv�il��rsaraar®a=aaaaaa�oQQQav®�r�oQaQv : A- Tr/ ' EP_� �• CDR&_ " P.E. L E C ®t„.�\ TILLIT TESTING & ENGINEERING COMPANY 55 N.W. 34N, SL. St.. JOSS VW GARDENS. FLORIDAylaa PRNx1.: (305)571-1530 . Fax : (W5)871-1531 . ,a l: tOtAwgoGl.eom EB-00067fe WALTER A TILLTT Jr. P.E. FLORIDA Ua Q 4407 ANCHOR REOIRREMFNTS• POUWErI l•ONrRFTF N1R nNN;fHET O K )PSTRATES 1. ANCHORS TO WALL Stoll. BE AS FOLLOWS: (A) TO oasnNc POURED CONMETE (Min• I'. 3 WI) i/4'I TAPCON ANCHORS. AS MANUFACTURED BY LT.W. RAMSET/ RED HEAD. 1/C.. 3/4' ALL POWs SOLID-SEr ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT h SPECIALTY COMPANY. - I/4Y WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING. IND. NOTES: Af) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/47. AND 2• FOR WEDGE-8(XT ANCHORS. A2) MINIUUM EMBEDMENT OF f/4'f x 3/4' ALL POINTS SOUO-SET ANCHORS SHALL BE 7/8' INTO THE POURED. CONCRETE NO EMBEDMENT INTO STUCCO SHOAL BE PERMITTED. 1/4' a-20 S.S. MADWE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EAST. AND I' MINIMUM FOR HALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE eGSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 800D SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) h AZ) ABOVE. FOR GWALA.TIONS ON VINYL SIDONG OR EAFS CONSULT THIS EWRWL (8) TO EXISTING CONCRETE BLOCK WAU.: 1/4'. TAPCON ANCHORS, AS MANUFACTURED BY LT.W. RAMSET/ RED HEAD. 1/4'0 x 3/4' ALL POINTS SCUD -SET ANCHORS AS DISMISUTEO BY ALL PODRS SCREW. -BOLT k SPECW]Y COMPANY. - I/4Y WEDGE -BOLT W/ 1/4-0 BLOCK -PLUG ANCHORS AS MANUFAMMEO Br POWERS FASTENING, INC. NOTES 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON k YA=-BOLT ANCHORS, 15 1 1/4'. 8.2) MINIMUM ENBEDMENT OF t/4'6 x 3/r ALL POINTS SOLO -SET ANCHORS SHALL BE DMRELY EUSEDOEO INTO THE CONCREE BLOCK. NO EMBED14EM INTO STUCCO SHALL BE PEWIMED. 1/4' s-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO 0I5r. AND I' MINNUM FOR WAILS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS PAVERS OR ANY VENEER BE FOUND ON THE EXLSTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BENINO SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) a 8.2) ABOVE. FOR INSTAULATICNS ON VINYL S 11a OR aF5 CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWWG ALL OF THE RECOMMENOATIONS AND SPECIFICATIONS Of THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS FQGF DISTANCE RS IS SPACING FOR AN -HORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR 1/470 rAPCON AND SOLD SET AMC WEDGE -BOLT FOR E. D. LESS THAN THE ABOVE MENTIONED. REDUCE ANCHOR SPACING BY MULTIPLY= SPACING SHOWN ON SCHEDULE DY THE FOLLOWING FACTORS. (NOTE Min E. 0. F08 ALL POINT SOLD SET ANCHORS IS 37. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. FACTOR ACTUAL E. D. WEDGE -BOLT 1/4'0 TAPCON SCUD SET FDL WADING - 3• MI6 svw-a • r Nul 9AGNa 3' 043 0.7D - __ 2' 0.50 - - 1 0.35 - F.B.C.(Hon High Velocity Hurricane ® 2008 EASTERN METAL SUPPLY. INQ JI11.S.S.A. American Shutter Systems Assoclation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (677)999-2772 FAX: (581)209-8380 BERTHA Fi VT" Accordion Shutter System EV. H. DESCRIPTION DATC Drum trf. FP. 1 as 4.1114 FAGSAa. DATE: 09/05/OB 2 DRAWING No 08-227 •F NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATA 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL DE AS FOLLOWS: - 1/4Y TAPCON ANCHORS. AS MANVFACRIRED BY I.T.W. DUIIpIX W/ MBIIMUM EMBEDMENT AS INDICA7E0 AT EACH SECTION ON SHEETS 13 k 14. EXCEPTION: SEE NOTE 2 SaM. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNDNO TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2005 SPErAFICATIONS 3. SUBSTRATE SkW1 CONSIST OF THE FOLLOWING: -SOUTHERN PINE N.. 2 W/ G-0.55 (N.D.S) -DOUGLAS FIR W/ 0-0.50 OLMS.) -SPRUCE PINE FIR NORTH W/ G-0.43 -SPRUCE PINE FIR SOUTH W/ W0.3B (N.D.&) -MIN. 1/2' CDX PLYWOOD (1988 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE AHCHCR'S MANUFAMAM . fL�O INc, TILUT TESTINO & ENGINEERING COMPANY 33 N.W. 361h. SL, St. 305. VIRGWN GARDENS, FLOWA, 33166 Phone : (30S)671-1830 . Fw : (305)871-1331 eEB-0006719 WALTER A. TILT Jr. P.E. FLORIDA U.. / 44167 F.B.0 A.S.S.A. American Shutter Systems Assoclation, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (977)999-2772 FAX: (561)209-8380 ® 200S EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System = a-Iu DRAWING No 08-227 1 FlVISH INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4'0 UPCON W/ 1 1/2' Min. PENETRATION OF THREADED AREA 1/4'.1 TAPCON W/ 1 1/2' MN. TO EYOSTD4C WOOD HEADFA. _ PENETRATION OF THREADED AREA (SEE SCHEDULE ON SHEET 12) TO EXISTING WOOD HEADER. ji (SEE SCHEDULE ON SHEET 12) II1/4'0-203/4' S.S.MACHINE SCREWS W/ 1/4'-20 NUfS p--gEPAftAT1isjjTD ctAss1 1' Min — W MINWOD REQUIRED I EX STING CLASS 1© WALL CONNECTJON AT TOP ING T- 1$5---� 1' MIN, i COHT. SEPARATION I I PLATE TO CLASS tEo 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Z A F � as C � EXISTING MIN. \ 2'.1 W000 HEADER REQUIRED 1' ADM. I I _ t) 4•THNEAOED AREA 1T0/EXISTING WOOD nON IXISDNG OAGLAS PLATE - (SEE SCHEDULE ON SHEET 12) ..L.-...... . `.I 2'x4' CONT. SRl PLATE REO'D. 2© WALL CONNECTION AT TOP ® WALL CONNECTION AT BOTTOM E _ 1' MIN. I , ) 1' MIN. EXISN� �— SEPAGLAS ! I ARATIS 1 L TO GLASS TO GLN 3 ( �CIASS-•� I A � 1 ( I _j I ! I / ,I P'i�lIITt nLA+l"7 I 2'x4' CONT. L 1 ti97 I N? \ o- a Fort © REOoo. PLATE t' 1 EO- W I Q >T:•` Q _ Min EO 1 I 1 1/4'0 TAPCON W/ 1/2' Min. PENETRATION ' \ 1/4'0-20x3/4' S.S. MACHINE \ 1' min.] } Of THREADED AREA INTO PLYWOOD. SCREWS W/ t/4'-20 NUTS r: 1/4'0-20x3/4• S.S. MACHINE ` (SEE SCHEDULE ON SHEET 12) 0 12' O.C. 2'x4' CONi. SCREWS USING 1/4•-20 NUTS LI 2' MIN. COX PLYWOOD REO'D. 91L PLATE 0 12' O.C. / I 1/4ET UION T L/2' Min. RE..; 1/4'0 TAPCON W/ 1 1/2' Min. PENETRATION OF 1/2' MIN. COX—] PENETRATION OF THREADED AREA INTO EXISTING MIN, 2'x4' STUDS 0 16- O.C. MAX. REO'D. PLYWOOD TO BE PLYWOOD, THREADED AREA 0 MIDWIOTH OF WOOD PLATE PLYWOOD REO'0. ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2308 GONE F.B.C. WALL. FlNISH (SEE SCHEDULE ON SHEET' 12) (SEE SCHEDULE ON SHEEP 12) � 6W WALL CONNECTION AT 60T7,0M 4W WALL CONNECTION AT BOTTOM 5W WALL CONNECTION AT BOTTOM F.B.C.(Non High Velocity Hurricane Zone) • .1 . .... •'4''�'�F•; ''a• ��' • •_ • • ;�T�-� IL EC A �N�. , ■ ■ ■ A S S A American Shutter Systems ASSOCIatIOn, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 ph: (877)999-2772 FAX: (561)209-8380 02009 EASTERN METAL SUPPLY, INC. TM BERTHA HV Accordion Shutter System TILLIT TESTING Sc ENGINEERING COMPANY 53 N.W. 76w. 6L. St. 700. Wat(A GAROO13, TLORIDA 31166 Phcn•: (703)871-1630. Fax t (306)971-IS31 •-ma;l: Lin. O.W.c•m ES-OW6719 WALTER A. TILLIT JG P.E. FLORIDA Lk. i 44167 EY. N DESCRIPTION DATE Orartn FP. I ao m I« r/A+/w DATE: 04/OS/C9 - ` v'' '� ��� � •,L 1 P.E. SEAL`/SIGNATURE1fDATE 2 DRAWING No �8�227 3 4 D SHEET 13 OF 14 6 e 4'x8' (Mtn.) EXISTING WOOD 2'x4' NIN. EDGE (IF APPUCABLE) BEAM REQUIRED. STRUCTURAL W000 STUDS. 1/4'0 TAPCON - -- ADEQUACY OF EXISTING WOOD (AS APPLICABLE) \ / ANCHOR m e' O.O. BEAM TO BE CERTIFIED BY \ / W/ 1 1/2' MIN. REGISTERED ENGINEER OR \ / PENETRATION INTO EXI511NO WOOD ARCHITECT PRIOR TO SHUTTER WALL .� \ / STUDS OR W/ IAN. TRUSSES OR INSTALLATION. / 1/2' PENETRATION 1/2' Z. RAFTER O 24" E E h PLYWOOD CFOX NO O.G. REWIRED EXISTING CUSS \\ STUDS EXIST. - -- EXISTING SOFFIT1/4'a TAPCON W/ 1 1/2" Wn. / I E EO\\ 3/4" Max. THK. PENETRATION OF THREADED fff �I74x3/4' EQ EQ AREA TO EXISTING WOW BEAU. „ S.N.S. 1'x4'xl/B" CONT. ALUM. TUBE (SEE SCHEDULE ON SHEET 12) �i1" MIN); fi T;; •; �tiy'' o- •: 1/2' YIN. Cox m 6' O.C. i E © LIGBSCREWS TO EACH (RAFTTER •OR Q SEPARATION ...Y`* � PLYWOOD. TRUSS. LOCATE LAG SCREWS AT TO GLASS GN® MIDWIDTH OF EXISTING WOOD I MEMBER. (2' Mtn. NOMINAL I I E OR© _L OPEN HOLE AT EACH WIDTH) W/ 2' Min. PENETRATION I 1/2- MIN. STUD TO ACCEPT ��1 JJJ I OF THREADED AREA. VAUD FOR 5/16 LAC SCREW INSTALLATIONS WITH 72P°T MAX. 1 AT CENTER OF TUBE 9 OESION LOAD AND ATION MAX. E]05TING� I SPAN. THIS WSFALUTION IS ONLY VALID FOR WOOD W/ MIN. I I O 16 O.0 I I' MIN. SPECIFIC GRAVITY OF 0.50 AS I �� ((C)O SEPARATION DOUGLAS FIR OR SOUTHERN PINE I `-' Q® I i N.. 2, OR EQUAL G �S� TO GLASS I I SEPAPATIO TO CUSS (R HOLLOW CEILING MOUNTING INSTALLATION L1' MIN. EPARATIO I I I TO CLASS. I I I I I I I J 1 f EXISTING 1 GLASS --I I /4'0 TAPCON W/1 1/2' Mi.. PENETRATION 2' TAN' THRFAOEO AREA INTO WOOD DECK SEE SCHEDULE ON SHEET 12) 9© FLOOR CONNECTION —�J EXISTING GIASS� , I 2'z6' MIN. W000 I I I DECK RECUIRED Q . (NO FINISH ALLOWED) •M IN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE EDGE OF DECK-f IF APPLICABLE END CONNECTION DETAIL 1 W & 4W 2'x4' MIN. WOOD 1/4.6 TAPOON ANCHORS STUDS REQ'D. W/ 1 1/2' MIN. EXISTING GLASS --\ PENETRATION O 12' O.C. I' MIN. PARATION a� 1• MIN, '0 GLASS 3 SEPARATION \ TO GLASS 1/2- MIN RNA TOR XION 3/B NUL 3/a MIN�W10A5j1EA4 HEAD TFjf lei ^ SCREWS o 12' o.e V NOTES - 1/4'/ TAPCON W/1 1/2- Min. PENETRATION) 1 MIN.— OF THREADED AREA INTO WOOD DECK. 1-SEE SHEET 3 FOR TYPICAL. SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE SCHEDULE ON SHEET 12) Q FLOOR CONNECTION MIXIM `W' EDGE ®OR�®ORm©�OR FINISH OF DECK IAPPF OR`J"RVr® LE END CONNECTION DETAIL 5W F.B.0 •� - : A■S.s.A. American Shutter Systems TILLIT TESTING dT ENGINEERING COMPANY • N.W. ]°0. St, StR 305, WicINIA CARON& FWAW 331U Association. Inc. _ Pn°A.: (305)871-1530 . fox : (305)871-1531 4268 Westroods Drive West Palm Beach, FL 33407 _ - P.E. SEALnMg..URE/DATE WALTFR A TLLTT Jr. P.E. Fl°w°A u°• + 44'e7 Ph: (877)999-2772 FAX: (861)209-03BO (Non Nigh Velocity Hurricane Zan ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Syste 14 OESCRIPTION I OATS I D— hp F. m ..-1. vm a DATE: 09/05 DRAWING No 08-227