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HomeMy WebLinkAboutSUBMITTED PAPERS_j `1 )EPARTMENT PLwNNING &'. .. 'VN�SER © BUILDING & CODE REGULATIONS DIVISION a° 2300 Virginia Avenue Fort Pierce, FL 34982 . 772-462-1553 SCANNE® BY APPLICATION FOR STORM SHUTTER PERMIT St. Lucie Cori ty DATE: ( l( PERMIT NUMBER 1. LOCATION/SITE ADDRESS: 'l(9`'`ffr-"T6'L' f L 3Y.Ci`T /-7 2. PARCEL ID NUMBER: 7 S ©u - ?©L-;- - o o / ,S-- — 00 0 _ 6 SECT TWP 3�s RNG F MAP SLp� ZNG LU I J'"1IT I ill 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: /ti ST�%Ca� ©� c) �CCO•���©ltl slip T/ 4. TYPE OF STRUCTURE: SFR 5. OWNER INFORMATION Name: 00NI -49 Address: . r2� City: 4 17,'f State:_ Zip: i�0 Phone: a - -9 - 7 7 3 Concrete Type of Surface attachment: Wood Frame Maximum Opening Pressure per A.S.C.E. 7 ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: 6 �� Business Name: Phone number: tl 9114 Masonry Product Compliance Report # mph 130 mph 140 mph 140 Ezp. C FL I N.O.A. Panels Other Method of Attachment As per Product Approval or Engineers Anchor Type I Anchor Spacing Roll U ` Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING MACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BAR 7. VALUE OF CONSTRUCTION: $ 3 FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in this application ' a at work wi a done in compliance with all applicable laws regulating construction and zoning. �C, PRINT NAME OF OWNER OR CONTRACT QUALIFIER ' SI NATURE 0 R OR CONTRAC UALIFIER STATE OF FLORIDA, COUNTY OF,,c �� ACKNOWLEDGED BEFORE ME THIS DAY OF, 20L, BY, l saj4O IS P ONALL KNOWN TO ME OR HAS PRODUC AS IDENTIFICATIO SIGNATURE OF N ARY TYPE OR� NAME OF NOTARY TITLE: NOTARY LIC COMMISSI I NUMBER SLCPDSD Revised 96/172010 ewaggc.:ryr._>i.:. �aY PrA:gf �$A. ANGELA M. HUI-T f' i a..s+r_ MY COMMISSION # EE 113 :30 EXPIRES: April 12. 20!5 Bonded Thtu Notary Public Und2rrn;- Property Appraiser - St.Lucie County, Page 1 of 1 a Donald J Zbin Record: 1 of 1 Property Identification Site Address: 9960 S OCEAN DR 405 Sec/Town/Range: 02 :37S :41 E Map ID: 45/02S Zoning: Ownership and Mailing Owner: Donald J Zbin Linda M Zbin Address: 336 Green Jacket Ct Avon Lake OH 44012 Sales Information Date Price Code Deed 6/1/1999 161000 00 WD 1/8/1999 100 01 QC 6/30/1992 160000 00 WD 7/1/1985 128000 00 CV PROPERTY RECORD CARD <eprev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 4502-702-0015-000-6 Account #: 122190 h < Land Use: Condo City/Cnty: St Lucie County Legal Description THE MIRAMAR II UNIT 405 (OR 1228-1511) Assessment 2010 Final Total Land and Building Book/Page 2010 Final: 239100 Land Value: 0 Acres: 0.02 1228 / 1511 Assessed: 239100 Building Value: 239100 1203 / 2360 Ag.Credit: 0 Finished Area: 1703 SgFt 0797 / 1724 Exempt: 0490 / 2800 Taxable: Taxes: 4969.5 BUILDING INFORMATION 0 Exterior Features 0010 View: - RoofCover: - RoofStruct: - Base ExtType: X092 - ThMiramarll YearBlt: 1984 Frame: - Grade: X92A - MiramarllA EffYrBit: 1984 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: - FullBath: 2 HeatType: - AvgHUFI: STD 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt. No. Land Use Type Measure Depth 1 0400-Condo OF -Unit 0 0 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/prc.asp?prclid=450270200150006 7/6/2011 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3607007 OR BO5-'� 305 PAGE 2778, Recorded 07/06/2011 r'' L2:56 PM . y •• mmwmrian�r+vre• r The undersigned hereby given notice nisi improvement wM be made to certain reel property, and in accordance with Chapter 713, Florida St-',,mthe following hdormudoaisprovided inthe Notice ofCommeneemeot 4dfoa--lad"OON6 1. DPscmproN oFPROmm (I egal'description cad street address if aaffable) TA%FOLIO NUMMR. Do0' (o SUBDr/mON �I,,.�,L RLorzc TBAra LOT nLnc ' U m'—Z t-r 3.OWNEBD60RMATION: .Naas-bOl-80\d Z)ctf\ 4Addrea�Otlw'� �+ � n�Dr �H'�4 1Pn�re��P1..t�hsfL-3�.S7 abaervtfaproper{y dNimeandeddrmoffeerimpletitlehaldc(�lotherdva0vma) . 4. coNTRACPOR'SNAMF.ADDR=ANDPHONRNOM " S. SQBETrB NABMADDRFM ANDPHONENUMBERAND BOND AMOUNT. 6. LENDWS NAa>B. ADDRESS AND PHONENDa7BEBL . 7. Persons within the State of Florida designated by Owner upon wbom notices or od= doc=eats may be served as provided by Section 713.13 (1) (a) 7., Florida StatmerL XQ%ADDR=AND PHONENUMUM . S_ In addition. to himself or hersea£ Owner designates the following to receive a copy of the Liences Nedce as provided in Section 713.13 (1) (b), Florida Smft— NAME,ADaR=AND PHONE NUMB=* 9. Expiration date ofaotice of co mm� _ e=(the erpitatim date is 1 year from the date ofrecording unless a different date is Si-MeO.— 20_ y n&j D F �I N CowN�N Signature of Owndr or ` , PnntName and Provide Signatory's Titlelome Owner's Authorized Offrcer/Dir ctorlPnrtae'r/Mannger State ofFlorida County of ' The foregoing instrument was acknowledged before me ft _^^day of 20�_ By as 0L-b"e re (name of person) (typo of mWmrity,.-. e.g officer. trustee attorney in fact) For (name of party m bebalf of wh rasfrumant was exearted) rod�cedthef�pm 0V% o�T . Now nff,61�ATE0FFLOR pwg�ofidmtfimtion:' 734144y16e;sxHbwr� : •senberg ' 'gym ����3'1'79 s fi` .+DD873779 Fbr�k 24 zAr3 LS1es MAR.24, 2013 (Sigrmtrue ofNotaryPaflc) Lf 'Under Permlties of perjury, I declare that I have read the foregoing and tlatthe facts in it are true to the best of my knowledge and belief (Section 92.525, Florida Statutes). Siguture(s) of Onner(s) or Owner's)' Authorized Oflieer/ Director / PwmeriM=gcr who signed above: ByBy Ror.Oa•09.07 (SRaaordm� . STATE OF FLORIDA ST. LUCIE COUNTY TH TR OF By Di BUILDING'S PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7-05 - PfAK ROOF Hf'^"T ' ASS THAN OR EQUAL TO 60 FEET BASIC WIND SPEED = 140 mph CATEGORY 11 BUILDINGS (1-1.00) RESIDENTLAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL WHOLESALE) PEW ROOF A < 20 FT2 •s 20 F714 A c 5O FT a i1f A > 50 FTa '1* HDGHT (h) POSITIVE N£GATVE POSITIVE NEGATIVE POSITIVE NETATVE 0' - T5' 42.7 57.2 40.5 52.4 378 1 46.8 > 15'-20' 45.4 60.8 43.0 55.7 40.1 49.7 > 20'-25' 47.6 63.7 45.1 58.4 42.1 52.1 66.2 46.9 60.7 43.7 54.1 52.5 70.3 49.8 64.4 46.4 57.5 ME49.4 S5.0 73.7 52.2 6Z5 48.7 60.3 5Z2 76.6 54.2 70.2 50.6 62.6 BUILDINGS PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7-05 - PEAK ROOF HEIGHT GREATER THAN 60 FEET • BASIC WIND SPEED = 140 mph CATEGORY 11 BUILDINGS (1=1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK ROOF A e 50 FT st A > 50 FT HEIGHT W POSITIVE N£GATTYE P05I1N£ NEGATV£ > 60' - 70' 54.1 99.1 49.2 85.3 > 70, - 80' 55.6 102.0 50.6 BZ7 > so' - 9D' 57.0 104.5 51.8 89.9 58.3 106.9 53.0 91.9 > 100' - .0-1 60.6 111.1 55.1 95.5 > 120' - 140' 62.6 I P.7 56.9 9B.7 160' - 1B0' 66.0 721.0 60.0 104.0 67.5 123.7 > 200' - 250' 70.7 729.6 64.3 111.5 > z50' - 3D0' 73.5 134.7 66.8 115.8 > 3O0' - J50' 75.9 139.1 59.0 119.6 > 350' - 400' 78.1 143.1 71.0 123.1 '> M. - .150' 80.0 146.7 1 72.7 126.1 > 450' - 500' 81.8 750.0 1 74.4 129.0 Nomb 1.) ID SIGNED AND SEN.m WIND LOAD SCHEDULE, PREPARED BY THIS ENGINEER. EASED ON ASGE 7-05, SECTION 6 STANDARD, FOR A BASIC µµ77ND SPEED OF 140 MPH, AND APPLICABLE IMPORTANCE FACTORS & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PRO14DE WfORLdATON FOR A SITE 5PECIFIC PRO ECT. 2) THIS WIND LOAD SCHEDULE MUST BE SIGNED. SEALED AND DATED BY THIS ENGINEER IF USED 70 OBTAIN A ONE THE BUDDING PERMIT. [T.) CONTRACTOR OR PERMIT HOLDER TO BE RESPDNSIBL£ FOR THE SEEECTON OF DESIGN WIND LOADS BASED ON THIS GENERIC WIND LOAD SCHEDULE 4.) THIS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF ALIERED BY ANY MEANS S) DESIGN WIND LOADS SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD SCHEDULE SHALL BE WDICATEO ON A SEPARATE DOCUMENT PREPARED BY THE CONIRICIOR OR PERMIT HOLDER (e.0., SPREADSHEET, OPENING SCHEDULE/CHW .. EEO). This is Not A Master Drawing: Valid Only For One Time Permii. INDICATED PRESSURES CORRESPOND TO THE MAXIMUM END ZONE AND INTERIOR ZONE CONDITONS AND FOR ALL ROOF SLOPES. * SHUTTER AREA DEFINED AS; (1) A = L r L FOR SLAL£ WHERE 3 L e SLAT SPAN. (2) S - SPACING BETWEEN STORM WHERE S L STORM BARS SPAN. (3) A = L x h/2 FOR HEAL1E@$ WHERE L n HEADER SPAN. h o S70RU BAR HEIGHT (SPAN). (4) A= S x L FOR MULLIONS WHERE S - SPACING BETWEEN MULLIONS L - MULUON SPAN. I Ak*at PRODUCTS WHICH BEAR A l MAMI-DATE COUNTY OR A fflG APPROVAL P Of l4t H,`00 S BUILDING Saffm /C 2007 FLORIDA BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES) ASCE 7-05 / WIND LOAD SCHEDULES AS SHOWN ROLL -UP SHUTTERS •rx SCALE JAM Zl L WIND LOAD SCHEDULE OOTf TILUT nwim t ENOINLYRIND COMPANY BASIC WAD SPEW - 140 -ph DPOSURE G Kd - 0.85 08-060 lel% Hue .Tetra ssee,, s..TAS WATATx GARum a MW a. : [.nalnn-rvA (.w)vr-rv/ rmwmnv nAg [n r Atsmmw u¢ DRAWING No MAY 0 12009 �00Q6IT WALTER A TLUT Jr. 67 FLOR/DA LTA 1441fi7 ALv. A'. + �°' - _ °° _ A + _ _ SHEET I OF 1 NAME ZBIN UPPER -.TRACK- LOWERS S 1� -� STORM :�- STORM SHUTTER - WALL -.ESURE ZONE ®® Florida Building Code Online I Pagel of 3 E Log In 1 User Registration 1 Hot Topics I Submit Surcharge I Stats & Facts I Publicatii Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Product Manufacturer American Shutter Systems, Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 841-5480 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irod riguez@eastern metal. cc Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a FIi Florida Professional EngineE Evaluation Report - Hari Florida Engineer or Architect Name who Walter A. Tillit, JR. developed the Evaluation Report http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvIL5Kl 5 SWId... 6/15/2009 GENERAL NOTES: SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EVERIFIED .D.) HAS BEEN VFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA 1. BERTHA M.V, ACCORDION SHUTTER BUILDING CODE.N WIND LOADS SHALL E FOR A HIGH VELOCITYZONES. DE AGDIRECiIONAIJn' FACTORBKd DETERMINED + SYSTEM U1 ACCORDANCE CWRH ASCE 7 FOS THE OARDVE �INORDER TED O VERIFY DSPEEOHAS THIS ACCCO Wlll BEH FOR REQUIRED BY ii1E JURISDICTION AND ANCHORS ON THIS MD.. AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS )1{(L USED W THEIR ANALYSIS. HOWEVER, A WIND THAT COMPONENTS DURATION FACTOR CD . 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL �• TABLE Of CONTENTS BERTHA H.V. ACCORDION REPORTS 10715.0t-03, #1001.01-05. #1214.01-OS AND 0.117.02-08 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS AND ASTM E-1888 AND E-1998 STANDARDS (MISSILE LEVEL -HV BLADE I) #0214.01-03, D. WINO ZONES 1, 2, 3 & 4). _HV WINDOW BLADE�@d0805.0T-C8 AS PER TAS 201. TAS 202 AND TAS 20.3 PROTOCOLS AND ASTM E-1886 AND E-1986 (MISSILE LEVEL D. H1N0 ZONES I, 2, J & 4). ATiFd 1• F(V BLADES Cia A de -NY BLADE ® 10422.01-05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. GENERAL NOTES - SHEET 1 1-20 SHEEF 2 2 Hy, BLADE ®AND }1V BLADE (2,) ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INT[3ilOR ZONE 4. EACH WIND ZONE AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO iTIE CORRESPONDING WIND ZONE SYSTEM COMPONENTS SYSTEM COMPONENTS 21-37 SHEET 3 MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6,.OF ASCE 7-05 STANDARD. ALL MOUNTING CONDITIONS INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DEIMMATION OF WIND ZONES 4 AND 5 AS WELL AS VILLIDITY. OF COMPONENTS FOR HV BLADE i & 2 ACCORDION SHUTTERS SYSTEMS FOR CONFIGURATION AND ASCE 7-OS STANDARD, AND SMALL BE SUBMITTED To THE TYPICAL SHUTTER ASSEMBLY 38-43 SHEET 4 THIS SHALL EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING AREA 2. I BAD (1) AND HV WINDOW BLADE (1A1 BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. WITH EACH OTHER UNDER THE GENERAL LMRADONS AND CONDITIONS OF USE INDICATED ON SHEET 28. HV BLADE W AND- NY WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON (,WHERE APPLICABLE LiFRTFNA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE j 14X2.75 AND i 14X1.75 RESPECTIVELY, �410-HT MINIMUM SERIES COATED WITH BERTHA NY OACROSHIEID COATING SYSTEM AS MANUFACfUREO BY APPROVED COATING TYPICAL SHUTTER ELEVATION & ON LOCKS. SHE 8 3. STNNLESS STEEL SCREWS WITH 135.0 Mel YIELD STRENGTH AND 180 lu1 TENSILE STRENGTH. PINS SHALL BE WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. RETE INSTAL1Al10N DETAILS A-E CONCRETE/BLOCK APPLICATORS. REGISTERED ON SHEETS 2 AND J. MINIMUM YIELD STRENGTH FOR 608J-TB ALLOY IS J1.7 keE AND 35,7 kel FOR INSTALATiON DETAILS F-L CONCRETE/BLOCK SHEET 7 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICTED CFNTERMATE DETAILS HV SHEET 8 6005-T5 ALLOY. TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksl MIN. YIELD STRENGTH AND 00 kei MIN. TENSILE STRENGTH. CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HD SHEET 10 5. ALL SCREWS 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR ALS( 304 OR 316 SERIES STAINLESS STEEL. WITH 35 ksl MINIMUM YIELD STRENGTH. END CONNECTION DETAILS i-fi CONCR[:lE/DLACK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HIV BLADE (D: 13,14.15,16 AND 17 ANCHOR SCHEDULE- CONCRETE & BLOC; SHEET 13 7. SEE THE NV BLADE ® : 26. ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 14 NY BLADE (Dk B WORKING IN UNISON: 13, 14 & 18 ANCHOR SCHEDULE- CONCRETE &BLOCK SHEEN 15 t H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT +6'778,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT /5'458,179 ISSUED TO EASTERN ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 THIS BERTHA METAL SUPPLY, INC. INSTALLATION DETAILS M-R-WOOD SHEET 18 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 INSTALATION DETALS S-X-WOOD SHEET 19 I.-- g. IT SHALL BE ALL SHUTTER COMPONENT EDGES WHICH RUM, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION. END CONNECTION DETAILS 7-12, X SHEET 20 DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENT, OR OTHERS• MUSE PROPERLY CLOSE ALL HV AND ND UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: AN ,. 10. EACH CENTERMATES AND ENGAGE OR LOCK ALL NV AND NO LACKS. AREA �• HV BLADE m ONLY MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING COOS ONE LABEL SHALL BE TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. SHEET 21 11. SHUTTER • PLACE() FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE: INSTALLATION DETAILS M-GG SHEET 22 H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICTED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE CENiEAMATE DETAILS HD SHEET 23 12. BERTHA IT IS APPLIED TO.. PL-3LN IT END CONNECTION DETAILS 1-8, X SHEET 24 SHEET 25 13. THIS P.E.D. PREPARED BY THIS ENGINEER DI GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P. MAXIMUM SPAN TABLES ANCHOR SCHEDULE CONCRETE SHEET 26 STALL TIOON INCLUDINGOF THIS PRoot=..SASED ON THIS P.EA.. PROVIDED HE/SHE DOES Not DEVIATE FROM THE RESPONSIBLEFOR THE ELEC , PURCHASEINSTALLATIONNCL SIN �P SSELECTION, (W)NpL11DO ryR pETAITL OBE IO SITE HE re5 THIS T. CONFETY AREA 4• HV WINDOW BLADE 2 ON Y (c) THIS P.ED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. TYPICAL WINDOW BLADE & WINDOW DETAIL SHEET 27 SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (LOA FOR THE PROJECT AND WHO WILL BE THE P.ED. ENGINEER SHALL SUBMIT TO THIi LATTER THE SITE SPECIFIC DRAWINGS FOR (aPONSIBLE TYPICAL SHUTTER ELEVATION SHEET 28 FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO REVIEW. (a) THIS P,E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED Tr. F.B.C•(NOn High Velocity Hurricane Zone) 02006 EASTERN METAL SUPPLY, INC. BERTHA HVTM "; '. ' cr A.SSA Accordion Shutter System j`£ • �� I L E C O >I N C . ■ ■ m "� r :•+. - / ; • American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY �• N DEsL•AIPTIoN DATE DRAwN Bnw•aY•m•rn o. I 01D 03-384 07/25/0 DATE: 07/25/O8 - • ' -' sa ILIA. 3eeL &L. St. 30. w+GWA QeOFN5. rw&oA 3alee Peane : (305)871-1530 . Tax : (305)&71-1531 Assoelatlon, ina. 4268 West Road& Drive DRAWING No 3 . 0! IIl.eaoad.eaa, E9-o0a&718 West Palm Beach. FL 33407 08— j 52 1rT -�. 4 . :.p� -� •_ • -: 'r. - a,.: �• ,,` — • "wT WALTER A TIUR ar. P.E. I Phone: (800)432-2204 . Fax: (561)209-B380 SHEET f• j :�G•"• - P.E. SEAL%§IMANK/DATE FLORIDA uo. 1 44187 Ia OF 28 FOR 4WOON O HV SOLID_ BLADE COVERED UNDER US PATENT 5458179 HV WINDOW BLADEe LIMITATIONS OF USE OF BLADE ® 10 6063-T6 ALLOY AND TEMP ©HV ADJ FLOOR TRACK QUALIFIED FO USE W/ HV BLADE 1) & 6063-T6 ALLOY AND TEMPER 1.91T ,053' GO60' BJ' Q O 9 670 1.686' ,S 35 ' 11 HV CEILING HEADER ODALmEo FOR USE W HV BLADE 1 ONLY, SEE SECT] F 6063-TO ND T izER X r 1 1' 1• 0.061" 1' 2' 0.06r 2' 2' 0.062' 2' 3' 0.062' 2' 4' 0.062' 2' 5' 0.013r SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE (D & 0 6065-76 ALLOY AND TEMPER. in N d LET ••1'� 4.057 O�• C HV BLADE COVERED UNDER US PATENT R 5458179 6005-TS ALLOY AND TEMPER 28 3. 28' 1500' O66' Gs?' 07 HV ADJ. AD PIER W/LIP QUALIFIED FOR USE W/ HV BLADE D & 20 6063-TG ALLOY AND TEMPER r' VARIES p1 1' 1.915' aF. m g ow R .083' r 100 o � O60' .060' 4 670 © NV HEADER/SILL QUALIFIED FOR USE O� HV BLADE1 ONLY 6063-T6 ALLO AND TEMPE .125' TYP, g a VARIES 0M 000' TO .000' 17 B.O. WALL ANGLE QUAUFIED FOg USE W/ HV BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 1-0.`476.7� J P'E. 5E �C71�NAfllR€/DA V!'BBB � N ' O 30 ' ! 98' 3O HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE 10 & O2 6005-T5 ALLOY AND TEMPER ne &7(0-' 1 q9:4)1 6063-T6 ALLOY AND TEMPER 0.192' B.O. WALL ANGLE IED FOR USE W/ HV BLADE 163-T6 ALLOY AND TEMPER fVLrECO�Nc7 TILLIT TESTING & ENGINEERING COMPANY 11 N.N. 35U. SL. 51, Sal, VMM 01 MK FLOMMA 33159 Ph— 1 (305)871-1530 . For: (305)871-1531 01M671 olsam aEB-0008719 WAITER A. InLUT Jr. P.E. rLOM A ITC. 0 44107 ® HV DIRECT MOUNT QUALIFIED FOR 1� USE W/ HV BLADE Y" & (� 6063-T6 ALLOY AND EMPER foes, .994' 9O HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE @ ONLY. 6063-76 ALLOY AND TEMPER VARIE9 1.936, ax 093' .09Y o 0 V70��r• O4 HD WALL HEADER/SILL QUALIFIED FOg USE W'/ HV BLADE (1) ONLY. 6063-16 ALLOY AND TEMPER 0.190' TYP. QUALIFIED FOR, USE W/ HV BLADE (j) ONLY. 6063-T6 ALLOY AND TEMPER F A.S.S.A. American Shutter Systems As3oclatlon, Inc. 426E West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 O5 H�QQ',/180• STARTER QUALIFIED f_OR USE W/ 10 HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 & 2. 6063-TB ALLOY AND TE R U30 a 3561' •• 15 SHD CEIIJ Q HEADER/SILL QUALIFIED FDR_U _ NVFCAACa& 2O X Y 1 2' 2' 0.125' 3' 3' 0.090' ©0 CORNER POSTS QUALIFIED FO USE W/ HV / BLADE 1� & 20 6063-TS ALLOY AND TEMPER hTi 2&.fligh VeIOCI icane Lone) 020011 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DRAWING No 08-152 h 4' c c �$ 21 HY CENTERMATE QUALIFIED FOR USE W/ HV BLADE tD& 8 6063-T6 ALLOY AND TEMPER OUA22 HV fiLOATING C D FOR USE W/ HV E 6063-TS ALLOY AND 1 2.730 1 �T I :.>60'• 1 ' PLAN it FRONT ELEVATION © 1 nr.KFR FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1Q ONLY 6063-T6 ALLOY AND TEMPER 1.917 .063' .214' © OUALIFIED FOR USE W/ HV BLADE 1 k 2 6063-T6 ALLOY ANO TE R� F / VARIES. 12' MIN. 3/B'4-18 (SEE DETAILS) (BEE OETAe6) i i ® LOCKING ROD QUAUFIED FOR USE W/ HV BLADE iQ EE Q 6063-T6 1 130' 375'0 ® HV 3/8"0-16 ACE ALL THUMBSCREWS JALIFIED FOR USE W/ HV BLADE Y ,• C P.E. SEAL/!5II%9S7KE/D 216 /HM1 ONLY ALLOY AND TBE CAM F�T NFAD T�RFAOED HaUSING c+NRL SSL.S. BAxED PNNIW fa 1YP.) b � a o 875' .318y fOFA59 CILNCER .m k KEYS (CHMME PLATED) P ~ ® HV LOCK 6 QUALIFIED FOR IW/ M 13LLEQ k QP) 9NL1F.— ® HV "T" LOCK QUALIFIED FOR USE W/ HV BLADE (i�ONLY QUALIFIED FOR USE 6063-T6 ALLOY AND TEMPETRY' W/HV BLADE Q ONLY, T / BI QL1ALI 6063FDT6 ALLOYNOTEMPERE 1 8 & 31/2' Ny 1/4" 0-20 AISi 304 eRJES S.S. THUMB, QUALIFIED FOR USE W/ HV BLADE 1 k Q r-7- L E C O iNC• . TILUT TESTING A ENGINEERING COMPANY 76 R.W. 361h, SL, Stk 30, VRGWP GARDEN% FLORIDA 33165 Phone : (30S)B71-iSSO . Fax : (705)B71-1571 •-ma9: IGta co0ool.own wALTER A. nLLG Jr. P.E FLORIDA U. j 44167 DX CAST t/1'-20 iFWEADEO RHOUSING ENAMEL U2D PPNNTEO Rlss TIM KNOB. HRASSRASS C71 MD �E) ® RV EGRESS LOCK QUALIFIED FOR USE W/ W �k ® ONLY. BEFORE 60' AFTER RWONC 1/47Q-20 x 3/4" 1/4"111-20 RIVN S S THUMBSCREW ;SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE SHEET NUTSERT, PART J 062% AS MANUFACMREO 6Y6Bi cHEWiY TWoRN, PARSIPPEW, REV JERSEY 070 ED 13LAOE (1) ONLY, CYLINDER OR KEY CrUNDER .545• 0.975' 14 . 1 .1z5' uax. "0 O .eo4' 7H11MMURN ' , CYLINDER O OR KEY iS7 Wn CYLINDER 1.78 Max. ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. OUALIFIED FOR USE W/ HV BLADE 0. 13 k D • F.B.C.(Non High Velocity Hurricone 1 ® 2003 EASTERN METAL SUPPLY, INC. �+ BERTHA HV TM Am&S■A■ Accordion Shutter Systen American Shatter Systems EV• N. DESCRIPTIGH DATE DRAWN BY: M.C.V. Association, Inc. I DID 03-364 07/27/06 DATE 07/25/0 4268 West Roads Drive 2 DRAWING No West Palm Beach, FL 33407 3 52 Phone: (800)432-2204 . Fax: (561)209-8380 4 OS-1 _• - 1 ■■( SH TTER ASSEMBLY SCHEDULE FOR HV 1 HV AND HV BLADES. O HV BLADE 1 HV BLADE 1A Q HV BLADE 2 3® HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188" 0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) sEXTERIOR BLAQE KNUCKLE FOR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF KV ACCORDION SYSTEM W/ HVQ2 BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC" AND '00". SHEET 22. (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24. EXTERIOR ®ar rZOEU orTE FOR MENTS) �zY ® In TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" — 1" 00,324° .D46'-I 0 nP. •B� WHEEL CARRIAGE DETAIL N.T.S EXTERIOR ,IN © OR (9 AT RIOR IE'S KNUCKLE. NOTE s FOR AREMENTS) ASSEMBLY LAYOUT N.T.S. F.B.C.(Non High Velocity -Hurricane ZoDe)., 2008 EASTERN METAL SUPPLY, INC. BERTHA HV T" LE AS■SA Shutter System ■ ordion M c— American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY REV. N DEScuPT10N UATE DMWN n WON./F3. 1 OLD OS-364 07/25/08 DOE: 07 25 08 M. SL. St.. JaS. VQiGWA culoD+s. RDWM 3JIe6 Phone : (305)B71-1330 . F" : (307)071-$531 a -mail: 491.eeeaelsom Association, Inc. 4265 Weet Roade D&e 1 DRAWING No 3 A7Cf"� LOB Wes! Palm Beach, FL 33407 Phone: 800 432-2204 FoK: 581 208-8380 ( 08-1 �� 4 P.E. SEAL/SIGNATURE/DATE WALTER A TLUT1Jr. P.E. FLOIBW ua Y 44187 ( ) c SHEET 4aag e F' tim ®.O •©-& ]o- 18 °• ©� O a• 1©♦ �ox®� � a • O+©°6 Q�Qax�•� TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. 1, MANDATORY If It ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BSI OW 82 OF SHUTTER SPAN FOR SPANS UP To05, AND FOR INSTALk�tTIONSdT ANY ELEVATION. NV LOCK 1� or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED T3 t�J) OR CEHTERMATES 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. ( PURPOSES, UP TO TWO HV OF LOCKS TO CENTERMATES @ ON NOTE (1) ABOVE AS INDICATED ON TYPICAL SHUTTER ELEVATION. !2 is USED WHV LOCKS)• LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY BE USED IF DESIREHD Qq D TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSDON), ATTACHED TO ® CORNER�CFNTERMATE W/(2)�1/4j0-20cx 1/2' LONG FIAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP & BOTTOM SHALL BE USED. LOCATTIION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUITEA SPAN SHALL BE DEItRMU)ED,AS PER SCHEDULES SHOWN ON SHEET 12, INST TI'AT ANY ELEVATION. ALYERNATE LOCK 0 MAY BE USED AS AN_TNSIDE OR OUTSIDE LOCK. ATTACHMENT ONS OF 1/4'0-200/4' S.S. THUMBSCREW TO 0 OR ® CENTERMATES SHALL BE MADE W/ 1/4 I-20x3/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 6. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES, ON HV "T" LOCKS AND CENTERM(JES: I. ONE ALTERNATE HV KS LOCK MAY BE INSTILLED IN LIEU OF HV LOCKS OR FOR ANY SPAN AND 1 STALLATIO AT ANY ELEVATION. AL NATE LOCK 00 Y BE USED AS AN INSIDE OR 0 IDE LOCK. ATTACHMENT OF INCLUDES USING REINFORCING LOCKER- . AS SHOWN ON SECTION HVG, SHEET 9. WINCH MUST BE CONNECTED TO CENTFJNMATES ® AND 0 W/ 1/4'/-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32' WINGNur OR W/IER MAXIMUM ABOVE D4•MOWIMID PANS USE OF TWO LOCKING RODS 0 TOP AND BOTM IS MANDATORY. ATORY. OR 12' (ATE -NOTES QN HO LOCKS5 CENTERMATES� I. ND LOCK."- �g�Q-0R W/ A : NE ALTERNATE HD LOCK ® MAYBE USED IN UEO OF HV LOCKS 43 OR W FOR ANY SPAN AND INSTALLATIONS AT ALOCKANNY EMNINATION, ALTERNATE HD LOCK (a MAY BE USED AS AN INSIDE OR REINFORCEMENT. NSERTIqY AS SHOWN ON SECTIONS K LOCK. ATTACHME:NT OF DHDB-HVB AND HOC-HV/C.3SHEET 130 BLOCK MAY BE AND INCLUDES AT MIDSPAN OR 12' NAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPRONA_ r;/ I 11L EC ' TIWT TESTING d ENGINEERING COMPANY • `= �- e8.= NW, 21M. St. St.. 30. YiROMA f ae)FN% FUx6N, 33165 ;c.��• ffian• : (303)871-1530 . Fax : (305)671-1531 - t�'� EB-0008719 WALTM A TOUT Jr. P.E. P.E. SEAL•/Sl6NA#E/DATE FLORIDA Ue, Ifu167 F.B.C. &S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 (Non High Velocity hurricane © 2000 EASTERN METAL SUPPLY, INC. BERTHA HVm Accordion Shutter SN OLD 09-364 x DRAWING No 08-152, POURED POURED CONCRETE CONCRETE CONCRETE ANCHOR_S„-„- REQUIRED RPOUIREDCONCRETE SEE SCHEDULE ON ANCHORS SHEET I3) (SEE SCHEDULE ON SHEET 13) OR 14 ___ '--USING r1' I fin' 1 ]OR 1 g EQ E 1 4-204/4' S.S. INS SCREWS 2, , 1/4'-20 NUTS O 72' O.C. E. .257' Max. - 13 OR }5 -f D .257' Max. 1 E I � OPTIONAL " f m aAs � h tag y I 1 OR + uEr�m"'° I J7tISTINC I e/OFSm4® i MIN. SEPARATION TO GLASS- I 1 GLASS--•, —(SEE SCHEDULE ON SHEET 12) EXISTING CLASS— f OA HV WALL WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION �I ' ✓ EXISTING ON am� t 1 OR ®� I f , TO 1 WtE(D f I MIN. SEPARATION TO CLASS ' (SEE SCHEDULE ON SHEET 12) f v III a SHEET 9a sw BURP m 6 1 EXISTING OLAS 1 4'0-20x3/4' SS. CONCRETE ANCHORS MACHINE SCREWS (SEE SCHEDULE ON W/ 1/4--20 SHEET 13) NUTS O 12' O.C. 1' Min. 19 E Q ..L. @ oR 15 ---• MIN. SEPARATION TO CUSS —(SEE SCHEDULE ON SHEET 12) I{f J n ©LiV WALL HEADER INSTALLATION INSTA�� MIN. SEPARATION TO GLASS _ m —((SEE SCHEDULE ON SHEET 12) --OPTIONAL it E. !' Max. I I OPTIONAL i, i I �1/4' Mo,L CIE 13 Q '' i E. .t D!RS"HEEr f /2' _ __ 19EO 3 OR Q12 rj( OR 1 �) 1/4'm-20xJ/4' 9.9.E tgMACHINE EQ pHILLIPSTRUSSHEAD SCREWS USING CONCRETE pHCHORS f4'0-20e3/4' S.S. PHIWPS TRUSS HEAD MACHNE SCREWS CONCRETE ANCHORS 1' 1/4-20 NUTS O 12" O.C. (SEE SCHEDULE ON W/ 1/4'-20 NUTS O I2' O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Min• POURS➢ CONCRETESHEET 13) OR CONCRETE BLOCKORCONCRETE BLOCK WALL REQUIRED HV WALL SILL INSTALLATION NCRETE ANCHORS EE SCHEDULE ON REQUIRED F HV WALL SILL INSTAL TION POURED CONCRETE 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION "°' DR `°M�xA"°"TIE sE°TI°"5: INSTALLATION DETAILS W/ 1- 5EE SHEET 4 FOR TYPICAL SHUTTER AssTM�Y • E. D. - EDGE DISTANCE ( SEE SPECIFICATIONS ON SHEET 14) • BLADE SEE BAON"SHEET S OF 26 FOR HV 'BLADE - � 2- MOUNTING SECTIONS CAN BE COMBINED IN AKY WAY TO S11R ANY INS7ALIATION. � , F.B.C.(Non High Velocity Hurricane Zone) A 02008 EASTERN METAL SUPPLY, INC. A S S A BERTHA HV TM ■ ■ ■ ■ Accordion Shutter System i TILLIT TESTING Et ENGINEERING COMPANY American Shutter Systems ry• x DESCRIPTION DATE pUWN BY. YdV•/FF/ v N.tY. J(xA. St-Sfx. sat, ,xRPm4 6NOEYs, RONDA J.tt as Association, Inc. I OLD es-344 OT/bJDe DATE: 07/25/08 - �F p_ 'v•8_,!0t7&• P4afle : (309)e71-tss0 . Fax: (30)971-1531 a -meat WlewOaal.cmn 4268 West Ronde Drive West Palm Beach. R 3J407 2 5 DRAWING No �- y`'/^••� -:. •=' ®-0006710 WALTER A TILUI Jr. P.E. Phone: (B00)432-2204 . Fax: (561)209-8380 4 lg—'� 52 PESEAL/SIGNATURE/DATE FwRw ue. 1 ule7 SHEET .s CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) xA 3 m 1 f aR 13 oa 15 . — {'maxT UR(DAH) 1 OR ®e a/a�s0)sQy © HV CEILING INSTALLATION i ro am'�0t1 1 EXISTING CLASS I p 3 Oa Q #14.3/4' HEX HEAD I� ' TA SCREWS O 0' O.C. I CONCRETE ANCHORS p OR 1/4'�-20 S.S. M.S. 1 (SEE SCHEDULE ON .T EXISTING Ofioo nr-�j m t II'II ' +t OX3/4• HEX WASHER HEAD 3/e MIN. Its TEk SCREWS O 12' O.C. I 3/e u CONCRETE ANCHORS 7 (SEE SCHEDULE ON SHEET 14) OF ' IF 1 1/2 1� E00E OF IF .m F _ 0. Q APPLICABLE HEX WASHER SCREWS O .D.S. I 1 w IwR7 I EXSTING 1 i EDGE OF / SLAB IF ffPPLICABLE POURED D. CONCRETE REQUIRED FLAT READ CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) Q j V )YAI K—OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON � SHEET 15) W/ NUT O 0 O.C. � 15) 17 OR 18 S` � -.- �1E4, /4' F.H. S.D.S. _ '_-"� O.G. ND. 13(h) 1i EDGE F POURED CONCRETE ON SHEET f SLAB7/B 17//77A �PU�� CONCRETE ANCHC N OR CONCRETE BLACK 1- SEE SHEET 4 FOR TlPICAL SHUTTER ASSEMBLY f N AXY AYN TO SUROANY NS TAI1ATfON 11 ..D POURED CONCRETE (SEE SCHED LED OR CONCRETE BLOCK SHEET 1s) REQUIRED REQUIRED O HV WALL WALK —OVER INSTALLATION QK HV WALL FLOOR INSTA CATION INSTALLATION DETAILS W/ T1 SM. t THIS INSTALLATION REMOVABLEE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE ♦ SEE L74 ATIONS OF USE FOR BLADE (D ON SHEET 28 CD HV BLADE EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) F.B.C.(Non High velocity Hurricane Zone 02DO8 EASTERN METAL SUPPLY. INC. t. BERTHA HV" IL E C 4 �N�. A.S■.S.A►■ Accordion Shutter System Z:n';k. .' Awl. Y .' is?. 'Tfi� - American Shutter Systems REV. x orsemvlmx QATE DaAwx Br: n y ; TILLIT TESTING ENGINEERING COMPANY do WJMVM FLORIOA 311ee Association, Inc. I OIM 05-354 07/25/03 DATE D7/uav25/oia ■ U - esa N.N. aaa4 s1.. St.. 305, WRGMA Ph— ; (303)EI71-1530 . Fox : (305)071-1531 4268 West Roads Odve X DRAWING No _ • �v'` .-melt: UI1e..e.W.00m EB-OD06719 West Palm Beach, FL 33407 3 08-152 • . ;� ' 3 , "S� WALTER A. TILLN Jr. P.E. Phone: (800)432-2204 . Fax: (561)209-8380 4 H E/DATE FLORIDA La / 41187 6 7 OF 28 P.E. SEA�jj -VAT OUT '2' S.M.S. TO EACH ANCLE. IN SHEt-•.' 11; & 20 SEE NOTES ON LACKING RO°S ®, tN LACKS ®ur E N �' ` EESTING CLASS INSTALLATIONS W Z (j) HV * AND � ^� xv LOCK ®ON SNORT s. I/ RUDE seat DEun. Nvr Is VALID FOR ALL BLADE W1 HV CE TE MATES tXNTER• = APPLICATION WDH BLADED R SEE END WALL CONNECTI01 EXISTING CLASS DETAILS ON SNEgs I I & ' as)-o a------------------------ O«®06Q•©�,�«� 3 1/4' 7• 6 1/2- 7' 1/2• OPPOSING SYMMETRYCAL C T R ES CE. ERMATE i)l PAROON #1OM3/4' S.N,S. a 12' ( C) ( Guys O.C. FULL LENGHT. W/ HV lOC1C orGLASS E �1 @a' 1 35* !N v l o (3ON 12) 1/2- ©a®°fl©•O7 aA®4A10 «@oR XISTINC + ®°p�• 0oR®+®0A -J GLASS ww. SPA naN —IN-] TO GLASS (SEE SCHEDULE OPTIONAL ON SHEET 12) (INTERIOR) ouT ws p , 0 J os OUT ®" � 10-. EVA H V B Q on � ©+ O�®� 1 D «© DO GLASS a POURED CONCRETE OR �CONCRETE BLOCK WALL 10. @- m .o- REOU ED SYMMETRICAL * 6•Q'v r 7 + 1N r----- Mlw CEN EERMATES 6 +®°"�+®°A®+®� . sEPARAnoN 5 m CLASS W/ HV LOCK 6 OPTIONGw SHEET AL O © O (SEE HC ---� (INTERIOR) 8 + 8 aA 9 + 3 aA 19 • 5 T 11 z) OUT ------ -------- *0 - (EXTERIOR) H V E -�A., 7?; •iiy.�Y� � F70EC 0.... TILLIT TESTING & ENGINEERING COMPANY eye N.W. 35R III, se•. 30e, VIROWA OARer M FLMDA 331 Peen.: (3o3)1nt-1630 . Fa+ : (303)e71-1531 • U.-mall: OltaroOoalxom '$ $OQB: Ee-a00671G - _= WALTER A. TILLT Jr. P.E P.E. SEAL/STGAAT� i&T DATE FLORIDA Ua 1 44167 ®� OUT I 6 B—VF** F.B.C,(Hon High Velocity Hurricane Zone 02008.EASTON METAL SUPPLY; INC. S S A BERTHA HV TM A ■ ■ ■ ■ Accordion Shutter Systen American Shutter Systems EY. N D COFTION aAT6 tuAWN.1m Aim Assoclaflon, Inc. 1 aA Gs-3e• oT/a/ar DATE: Cr/zs/0 4266 Weet Roads Drlve 2 DRAWING NO West Palm Beach, FL 33407 b dg— 1 52 Phoney (800)432-2204 . Few 1_ 6 00-8380 a -r L 80' n E%ISi1NC CLASS h� BLADE pstACK DETAIL HVF, INDICATED ON SHEET 8, ( ©a 0A ©o b ) 0 © AS WELL AS UNIVERSAL FLOATING BLADE (I DETAIL HOD-HVD . oR INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE cR oR , i� ♦ @a.©. ®al©.©a INSTALLATION DETAIL HVC SHOWN IN THIS -SHEEr. ©.O . ®m©+O (@ a 00 44). 0e 4-5. © SEE END CONNECTION DETAILS ON SHEETS 1 t do 20 ' (9083-T0 ALLOY)• ALIIN_ ANGLE gP Iff TAPCON R1 !f9 O CONCRELE f I ------* --- -� �I( �..'... (TGP/��& (4)JIO.1/2' SAILS. 7D N8E AT EACH ANGLE. =1 I l ------------------------------------ )10.3/4' S.M.S. O 12' 1 . O.C. FULL LENGM. lit' 3O HV "T" �N 30 HV j" MIN. SEPARATION ,. �I 5 3 LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEE SCHEDULE 1__. ON SNEET 12) NO U * SEE NOTE 8 FOR HV LOCK ® , T' LOCK, ON SHEET 5. t SERIES 2444 ALUMINUM (2024-73 ALLOY) LARGE FIANCE THIN SHEET NUTSERT, PART / 0820. AS MANUFACTURED BY AVOEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL __----_--_--- 'gn 35 � OUT 35 2 —1 /4" 0-20 x 1 1 /2" S.S.M.S. 2 * W/ 7/8" A x 3/32" W(NGNUT. (@HV "T" LOCK (OUTSIDE) 2® 1/4" 0-20 x 1" S.S.M.S— W/1/4"16 x 5/8" RIVNUT t, P.E. HVG* IL ECO1N.. TILLIT TESTING & ENGINEERING COMPANY Se N.W. 3M. St. St. 305. NRGI IA CAROM. RORMh 37104 Ph- : (305)571-1530 . Fa. I (305)e71-18al e-moll: Ullecoo-Loam E8-0006719 WALTER A. TRAIT Jr. P.E. FLORIDA Lie. j 44107 I] F.B. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach. FL 33407 Phone: (800)432-2204 . Fa.: (561)209-8380 NYLON SCREW HEAD HV "T" LOCK (OUTSIDE) (Non H:gh Velocity Hurricane 02008 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter SS OLD DRAWING No 08-152 SEE END WALL CONNECTION DETAILS ON SHEETS 11 do 20 IN EXISTIHD cuss INSTA LATIOW M HV BLADE OUT 90 ©�®m©•D�Oa�D •®� W/ HD CENTERMATES 10 GLASS I — — — — — — — — ©'®O1�•®°A�•��R_ ___ ------_----CIXSIING 2'.2'x1/8'.W-2' (SO83. A"W) ALUM. ANGLE 41 (2) t/4 r TAPCON ANCHORS TO CONCRETE (TOP/BOTTON R (4) /14xt/2' s.N.s. T TUIIE AT EACH AND1E (TYP) � 1 . 1---� , '(o-ONAL) i I 1J MIN. SEPARATION TO CUSS 35 _ 110 x 3/4' S.MS. O 12' (SEE SCHEDULE ON SHEET 12) 4 O.C. I N (4) H.V. (4) H.V. PINS (iYP:) 4 B7� 6 1/2' PINS (TYP.) n 4 t�. p1T IEilf��aLl��� ICI I. iy;s�` II I !"I MR Iw1 ME * SEE NOTES ON LOCKING RODS ® k HD ® LOCKS ON SHEET 5 UNIVERSAL FLOATING BLADE D DETAIL HOD-HVD 15 VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE Q `� ; HD9—HVB OUT SYMMETRICAL HD CENTERMATES HDD—HVD** �: •= "ILECOme. : TILLIT TESTING h ENGINEERING COMPANY SM5 N.W. ism. s,. St.. sas, NRWNA CAROMS. MAIM A 33186 FS' �►' vnee.: (305)871-1530 . F.x 1 (305)671-1531 4-m•u: 0111 w0e01.c.m • %(y'Mt'',,,: ES-0005719 WALTER A. T1WT Jr. P.E. P.E. SEA fS(GNi RE/DATE FLORIDA Ue. 0 44187 (OPTIONAL) HQQ—HVQ SYMMETRICAL HD CENTERMATES W/ 3�* LOCK (INTERIOR) m F A.slis.Am American Shutter Systems Aaaoctaflon, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-8380 Non High Velocity Hurricane Zone) 02000 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Systen N. alsewT1aN I DATE I DRAWN eh ,1.0.V--A OW B5-354 07/23/Ds — 07/25/0 DRAWING No 08-152 C. IC POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCR ANCHOR 16' O.C. EXISTING GLASS =MAX. O 2" MIN: MIN SEPARATION E EO i 1 MULE O{ ET t2 FOR BADE LD AND (6063-T6) CANT. • (LOCATE AT . ON SHEET 28 FOR BlAOLSm& Qgy I ALUM.. CLOSER PLATE (LOCATE*1/2''LO 510E 5�)OF®)S.M.S. AT EITHER SIDEaF #1011/2' S.M.S.�__-6' O.C• 5 t OR & SEE DETAIL X F'OR & SIDE CONNECTION _ ETE POURED CONCRETE OR CONCRETE T OURED CONCRETE ORCONCRETE_ BLACK WALL REQUIRED BLOOR CK REQUIRED BLOCK WALL REQUIRED �EOU51lNC CLASS _ _ ...fT j///````'''' EXISTING GLASS 2' MIN EXISTING GLASS MN. SFPAIWICN 1 ( E MN. $0 AWKIN 1 1 NUL SE-lARA31ON ce•„TO tic 04 12 FOR TO GLASS (SEE t TO OlASS (SEE SHEET 28 FUR 1SC F�BION SH 1S2 F"ORaEBIIDE(DAND BLADES ID a / ON SHEET 20 FOR 1/2• W SHEET 28 FOR 1 BLADES m & 0 BUADES (3) & 9 USE 1" OR 2" AWL. I (AS APPUCA9LE)x2"xl/8'r0'-2• -- ALUMINUM CUP ANGLE i - ` (6053-TB ALLOY) AT MIOHEIGH7 4 (1) alaxi/2' S.M.S. TOp& (2)1/4.0 TAPCONS ANCHORS TO WALL AT i' O.C. (LOCATE AT SEE DETAIL X FO ®� OR ETTNTIE SIDE DF p y 1 OR �' SIDE CONNECTION TO TRACKS ©•�«� O •®« SEE DETAIL X FO 4 SIDE CONNECTION (fir `tY °'�°`©•O7 «"'l'�•�a © "v'••ll-va B«®'�a• TO TRACKS a a 8• 7 a 8 D •0a 1•®a©•®«0•(. TO TRACKS •®a©•®a©•®a ®a ©.©a 1a, ®a®•®^•©•©a p.p . ®a©.p.®w (62 •p • ®«©•gip•®« ep.®a®'®a@'® �•®«®pE« 2 END CONNECTION DEMO) END CONNECTION DETAIL ® END CONNEC ION DETAILCAIL 4 REWIRED ONLY FOR SPANS GREATER THAN 12'-0• POURED CONCRETE OR ISTING 4 ` EXISTING CLAS CONCRETE BLOCK WALL C S 4 REQUIRED _ _ — {�t 1/2' S.M. •MN. ON O 1S- .C. Y ------ (SEE ►ON. 5FP TION _ 6 OR®oR�OR 12 SHEET CONC I/2- MIN. SCHM LE ql ___ _—_ -_ - ON 8 FOR ANCHOR m ©ORO ON SHEET 28 12 FOR BLADE AND 4 ------ ---- CONCRETE 12' 0.4 1 5 afim ®& ---- - ANCHOR 0 Q Ia, O.C. _ -_- 1/2 MIN. - I MIN, --- EO t7 OR 2' 2• MIN. 2' MIN. BEE E AONNSHff'f 28 FOR @OR©OR(9OR(13 VIEW Y 5 OR ®' PI AN DETAIL X 1 OR ®� w a©.�asQatl^g.®" POURED CONCRETE OR a0 e 7«©«+D-®« - , .®a©,®a©•®a N INST LL ION CONCRETE BLOCK WAl1 , a©. ©•®« REQUIRED ©•O •®a©•O•®a 1 HV BLADE OR Hy WINDOW BLADE INTO 5 p•®«©• -0- ®-®«�•�apB'�a d CONCRETE OR CONCRETE BLOCK WALL V F.B.C.(Non High Velocity Hurricane Zone 02008 EASTERN METAL SUPPLY, INC. ti BERTHA HV TM..... ''``mot`` 1 L E C O I N 7 A■S■S ■A . Accordion Shutter System - TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems �- N OESCRIP710N OATS DRAWN BY YC 7. C. _ VW N.w. SMh, SL, Ste Ms. VWMN1A WRENS, RDWM JMGS Association, Inc. 1 OLD os-354 o7/23l0e DATE-- a7/25/a8 x �~ Phan.: (305)871-1530 . Fax : (305)871-1531 4268 West Roads Drive 2 DRAWING No blteao0aol,c West Palm Beach, FL 33407 3 �L r I� C LC.�"V,•LYt+u"" L-B-0006718 8 � 1 JL . ?• ._,cy.' v �' WAUER A. nLUT Jr, P,E, Phone: (800)432-2204 . Fax: (581)209-8380 4 0_ P.E. SEAL I�NATURI±/DATE FLORIIIA Uc. a 44157 a 11 () 2 C (JAXI+AUM SHUTTER SPAN* "L+" OR 1-" (ft.). FOR INSTALLATIONS W/ .GENMRMdM. ®& ®or or W/ ONE H.V. LOCK ® or ® or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV " LOCK ® W/TWO LOOKING RODS ® TOP & BOTTOM SEN MAIeYUY r CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/COUNG MOUNTING 'Li L-(R). .L+( L-(A) 30 OR LE 16'-0" 16'-6' 1f5'-0 16'-0' .35 14'-10' 14'-10' 15'-2' 16'-0' 40 13'-10' 13'-10' 1V-2" 15'-2' 45 13'-f" 13'-1' 13'-4' _ 55 t1'-10" 11'-10" 12'-1' 12'-I1" 60 1'1'-4' 11'-4• 11'-7' 12'-4" 65 10-10' 10'-10' 11'-1- 11'-11' _ 70 1W-6' 10'-6• 10'-9' 11'-5' 75 10'-1" 10'-1' 10'-4' 11'-1' BO 9'-10' 8'110" 10-0' 10-9' 85 9'-B' W-6' 9'-9' 10-S' 90 9'-3' 9'-3' 9'-5' 10'-1' 95 9'-0" 8'-9' 9'-2' _ 9'-10' 1 DO B'-9' 8'-4' 9'-0' 9'-7' B'-7" 1 7'-11" 110 1 8'-4' 7•_7• 8'-7' W-2' 120 81-0' W-11' 8'-2' 8'-9" 125 7'-10' 6'-8' B'-O" 8'-5' 130 7'-B' W-5" 7'-10" 8'-1' 135 7'-7' 8'-2" 7'-9' 7'-9" 140 7'-5' 5'-11' 7'-7" 7'-G' 145 7'-3' 5•-9• 7'-S' 150 7'-2' 5'-7' 7'-4' 7'-O' 155 7'-0, 5'-5' 1 7'-2' 6'-9" 160 W-11' 5'-2' 7'-1' 6'-7" 165 W-10" 5'-1' 7'-0' W-4" 170 6'-9' 4'-11' 6'-11" 6'-2- 175 6'-7' 4'-9' W-9" W-O" 180 6'-8' 4'-B' 8'-8' 5'-10' 185 8'-5. 4'-6' 6'-7' 190 6'-4' 4'-S 6'-6" 5'-6' 195 6-3' 4'-3' W-5' W-5" 200 V-2' 4'-2" 6'-4" 5'-3" 205 6'-I' 4'-1' 6'-3" 5-1" J MAXIMUM SHUTTER SPAN* "L+" OR 'L-" (ft.) FOR INSTALLATIONS w/ OPP ONE HV LOCK 0r ®or W/ NO LOCK G RODS (SEE NOTE t) TITS diuL610 (,-jj (+ OR -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING & FLOOR/CEILING MOUNTING L+ W L-W 30 IV-0' 16'-0' 35 14'-10' 14'-10' 40 13'-10, 13'-10, 45 13'-1' 6-1- 50 12'-5' 55 il'-10' iV-10' 60 it' -a' 11'-4' 65 ta'-10' TO'-10" 70 10'-B" 10'-8' 75 10'-1" 10'-1' 80 85 90 9'-3" 9'-3' 95 100 e'-9' 6'-4' 105 W-7' 7'-11' 110 8'-4" 7'-7' 115 6'-2" 7'-3' 120 W-W W-11' 125 7'-10' 6-8" 130 7'-9' V-5" 135 7'-7" 6'-2' 140 7'-5" 5'-11' 145 7'-3' 150 7'-2' V-7' 155 7'-D' V-5" 160 e'-11' W-2' 165 W-10' 5'-1' 170 8'-9' 4'-11' 175 8'-7' 180 B-6' 185 6'-5' 4'-6- ISO 8'-4' 4'-S' 195 6'-3' 4'-3' _ 200 6'-2' 4'-2' 205 6'-1' V-1' INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A. B. 0, D, E. M. N. 01 P, 0. MOUNTING F, K & L R. S, & V. FLOOR/CEJUNG G. H. I & J T, U. W & X MOUNTING • MAXIMUM SHUTTER SPAN 'L+" OR 'L ' FOR INSTALLATIONS INTO'WOGD SHALL BE LIMITED TO 105 pat DESIGN LOAD. t HV CORNER CENTERMkTE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 4 4" 10 HV BLADE 6vvp ., -., 77: �0, .. T1LUT TESTING & ENGINEERING COMPANY _ S! N.W. 33th. SE. St.. SA NRGINU CAROWS. FWPJDA 33196 Phone (305)E171-1530 . 1- : (305)871-1531 e- Q: UftGoDo.Lcom ES-0000710 WALTat A. TILUr Jr. P.E. P.E. 5EA/L'9YWT_VW�ATE FLORIDA uG If 44157 0 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/CEIUNG: 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 'i.+' 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: Ll+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS, FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Li-- MAX. SPAN FOR WALL MOUNTINO INSTALLATIONS. Lz MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "U+", "L2+ . 'L1-' AND 'L2 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. F.B.C.{pion High Velocity Hurricane m 2008 EASTERN METAL SUPPLY. INC. ATM S A BERTHA HV TM ■ ■ . Accordion Shutter Sy American Shutter Systems qev. N Dr5CR1 oM DATC E_- e1 A9EQCIatl01L Inc. 1 OLD 05-364 OT/2s/Oe oATE: I 4268 West Roads Drive West Polm Beach. FT. 33407 Phone: (800)432-2204 . Fox: (561)209-080 DRAWING No ,I 08-152 P.E: SL�SUR�tIkiRE%DAT fT L ECO im-. 71LUT TESTING & ENGINEERING COMPANY 15 N.W. 3atD. $1, Sty =. v1RM%CAADMR Rama. 331 as Phone : (3o5)811-153D . Fax : (305)871-1531 e—man: Nut-40-1— E9—D006719 WALTER A. TIWT dr. P.E. FLORIDA UD. 1 44167 A.S.S.A. American Shutter Systems Association, Inc. 4.2e8 West Roods Drive West Palm Bauch. FIL 33407 Phone: (800)432-2204 . Fax: (561)209-^8380 ♦ SEE IlUffATIONS OF USE FOR MME A ON SHEET 29 high velocity Hurricane Zone) ® 2008 EASTERN MEX SUPPLY. INC. BERTHA HV TM Accordion Shutter System VESCRIMON DATE DPAWN BY:GY M../F.P OLD05-364 oT/xa/aa OATe 07/25/OB DRAWING No 08--152 ANCHORS SPACING. EOM TAPCON ALL POINTS SOLID -SET WEDGE-BOL7 (SEE MOUNTINGS E. G. & H ON SHEETS 6 & 7). '' �' �""®ImI��'' mm�m®mI� IiGfmmm�m • .' G1:Gf ®m00000�®�000�0���' 00000 ®m00000�®�00000��� 00000 �m�OQi000 �mm0000®�®�' �00�® ®m00000�m�' 00000 ®�' 00000 ®ris®mr�a�aoaa®I�It;,n®moa�mmla®®vv mmm o� : ,omrama>tvvvoQm®molnm©® ®t�0�0���p��O�O�g0�m00a00� ®�®QO®as®®OtOFt�•�E��laliam�tt7t�ii'�©� ®mvo�vammmon�..�arvusm0n�lor® �®flaElAt�©oi0®Q]Ov000m®m0[�0©a mmmns;�©avaa�r�v©mvv ���i®mo®raaao mvv®vammmvl�m�vvam�o®Ivina msvovoammmvacsvv0®monoQv ME®vv®a■aoaammvvv®Qom��a®®®ara mm ' �Q am®mnim©asa�lmvv©vary maai�i®aaoa�®monvavmmmv�®aa Mmt�®®Qvaammomavadm��>r�©orravlta mm�noQaaam®�oillt7r�®�amir�o®r�maQ 0® r�Qaaoa�®mnn� v®mmv�avna �m®©aQvaaaim®v>v�ool�a®�®®mmva mmmaQaaoilra®n�® avmm�©s�vaa m®[si®vaaarumm aaav0manrr�4vaa ®ool�Qava�m�®®vo�v�v©v®vQo mmria Q anw®®�©vavmvv®r�vav m®®aQ�ilosariami� ' vaaal�®miovQvv ��m�v�Qvoaio��v®�iiaoivm®©>ord�avv aoi >aavm�m®avora >®tea >voQ®®mvvaaa®momvQva a�Qvaamva�on >salQe■a�■mvv oRa Mor�i MEN�taQaaa���vSaoQ�v©vos�vv ®OvaQOaa var�m®®000v0 =�q4.• ICEP;� •� L P.E. &SPECIFICATIONS ON ANCHQR REOUIREMENTSPOURED CONCRETE OR CONCRETE DLOCK SUBSTRATES L ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TD EAISONO POURED CONCRETE (Min, I'c - 3 Y•) - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED Ely I.T.W. IGYSET/ RED HEAD. • A 3/1' ALL POINTS SOLBI-SEE ANCHORS AS DISRUBUTEO BT ALL POINTS SCREW, BOLT k SPECIALTY COMPANY. - 1/4'0 WEDGE -BOLT ANCHORS AS MANUFAfiTURFO BY POWERS FASTENING, INC. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCDN ANCHORS 15 1 3/4-. AND 2' FOR WEDGE -BOLT ANCHORS 11.2) MINIMUM EMBEDMENT OF 1/4'0 [ 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/0' ROD THE POURED CONCRETE NO EMOMMENr INTO STUCCO SHALL BE PLLNRIED. 1/4- 0-20 S.S WCNNE SCREW USED SHALL BE 1 HG 1/2',LOMINIMUM SHOULD STUCCO DW. AND 1' MINIMUM FOR WALLS WITH NO STUCOO. E.='A3) IN CASE THAT PRO`ilSi STONE, f7TECAST CONCRETE PANELS. PAYERS ON AW VENEER BE FOUND ON T14E WALL OR FLOUR, ANCNORS-SNALL SE LONG ENOUGH TO REACH THE WIN STRUCTURE BEHIND SAID WALLFINISHES. AN SHALL BE AS INDICATED ON NOTESAI) & A2) ABOVE. FOR INSTALATION$ ON VINYL SNINO OR OFS CONSULT THIS ENGINEER. (5) 70 ERISTINO CONCRETE BLOCK WALL: - 1/49 TAPCON ANCHOR% AS MANUFACTURED BY LT.W. RAISES/ RED HEAD. - 1/4'0 x 3/4' All. POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT !& SPECIALTY COMPANY. - 1/4.0 WEDGE -BOLT W/ 1/4'• BLOCK -PLUG ANCHORS AS MANUFACTURED Bf PORFAS FASIEINN% INC. NOTES: ELI) MINIMUM EMBEOMENT INTO CONCRETE BLOCK OF TAPCON d WEDGE -BOLT ANCHOR% IS 1 t/4•. 9.2) MINIMUM EMBEDMENT OF 1/4'0 a 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PE LAMED. 1/4' 0-•20 S.S. MACHINE SCREW USED SHAU, BE T 1/2- LONG MINIMUM SHOULD STUCCO ExiSr. AND 1' MINIMUM FOR WALLS WITH 140 STUCCO. 0.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANT VENEER BE FOUND ON THE 1TOSTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO PEACH THE MAN STRUCTURE BEHIND SAID WALL RUSHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) R 8J1) ABOVE FOR INSTALLATIONS ON VGDT. 5 WNG OR EIFS CONSULT THIS ENGNEM (C) ANCHORS SHALL BE WALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MAR FACTURER. (0) SEE SCHEDULE BELOW FOR EDGE 015TANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS• EDGE DISTANCE VERSUS SPACING FOR ANCHORS AIANMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR 1/4•A TAPCON AND SOLID SET AND WEDGE -BOLT FOR E 0. LESS THAN 111E ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLMNO SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE AN.. E. D. FOR ALL POINT SOLID SET ANCHORS IS X) REOLIUM SPACING OBTAINED USING FACTOR SHALL NOT HE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E 0. FACTOR WEDGE -BOLT 1/4•0 TAPCON SOLID SET MR. RPACM - T MPL SPACING - 3- MR. SPACING - 3s• 3' 0.03 - 0:76 2 1/2' 0.60 - - 2' 0.50 - - 1 1/2' 1 HV BLADE OR (1) HV BLADE Wf 19 HV WINDOW BLADE WORKING IN UNISON Z�TlNE --C -0, N. TILLIT TESTING & ENGINEERING COMPANY 35 H.W. 36UL St. StF 3113. VRCOG.L GARDENS. FLORIDA 3316G Ph— : (305)671-1530 . To.: (305)871-1531 •-moll: t04e•Ood.com F9-aoceJte WALTER A TILLIT Jr. P.E. FLORIDA U./ 44107 F.B.C. A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beooh, FL 33407 Phone: (800)432-2204 . Fax: (551)209-8380 ♦ SEE LI ATIONS OF USE FOR BLADE ON SHEET 28 IT Nigh Velocity Hurricane ® 2008 EASTERN METAL. SUPPLY. INC. BERTHA HV TM I Accordion Shutter System a DRAWING No 08-152 r_: M DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR* MAXIM TAPno" SPA I ' (i,D,) SCHEDULE FOR GRTEN MAX, SHUTTER SPAN. DESIGN NEGATIVE LOAD Au PDNIS soup-sEr AN^ A CORRESPONDING MOUiy'T'NG TYPE FOR CONCRETE & CONCRETE BLOCK INSTALLATIONS wEDDE-eoLT (SEE MOUNTINGS 1, J, K B L ON SHEET 7). POURED CONCRETE POURED CONCRETE CONCRETE -BLOCK QWALK OVER MOUNTING --QRAINGUARD MOUNTING (E)WALL/FLOOR MOUNTING ©WALL/WAILK OVER MOUNTING MAKINUN SPAN (a) MAMA DEMMM LOAD 6.1 NECAINE DEM LOAD (0) .10 NEGAIDAT DF9Q+ IAAO (0� REaA1NE O[HON LM9 .1�) 40 60 76 9JtI2 30 60 75 90 , 16D 205 30 40 60 75 90 120 160 205 JO 40 7i0 75 90 120 160 205 .30 14 12 TO 9 812 12 12 12 12 11 8 6 7 7 7 7 7 7 7 6 5 5 5 5 5 5 9 5 J'-0' i4 12 10 9 8!2 12 12 f2 12 12 8.5 7 7 7 9 7 7 Z 7 7 5 5 9 S 5 5 5 5 OR L€55 f4 12 10 8 812 12 t2 12 12- 12 12 10.5 7 7 7 7 7 7 7 7 5 5 5 6 5 5 S 5 I4 12 10 & 812 12 12 12 1 f 8 6 4.S 7 7 7 7 J 7 5.5 1.5 5 5 5 5 5 55 4,5 4'-0" 74 12 f0 9 812 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 714 12 L f0 L 8812 12 12 12 12 f2 70 8 7 7 7 7 7 7 7 7 5 5 5 5 S 5 5 S 5 J.5 14 8 8J2 t2 12 10.5 0.5 6.3 5 3,9 7 7 7 7 7 e 5.3 .5 3 5 5 5 5 3 3•_p' µ 12 10 9 8 8 6 8 12 12 12 12 TO ZS 5.5 4 7 7 7 7 7 7 7 7 9. 5 9 3 5 5 5 5 5 5 14 12 f0 9 B -B 8 6 12 12 12 12 12 11 B 6.5 7 7 7 7 7 7 7 6.8 5 $ 9 S 5 5 t4 12 10 9 8 8 6 b 12 12 li 8.5 7 SS 4 J 7 7 7 7 6.5 3 J.3 J 5- 5 5 3 5 5 1,5 J b'_p• 14 12 10 9' B 8 6 8 12 12 12 10 8 6 4.5 15 7 7 7 7 7 7 7 7 5 5 9 5 5 5 5 S 14 12 10 9 8 8 6 6 12 12 12 12 12 9 6.5 5 7 7 7 7 7 7 7 5.5 5 5 9 3 5 5 5 5 14 12 10 9 8 8 6 6 f2 12 9.5 7.5 6.5 4.5 3 - 7 7 7 7 6.9 4 J - S 5 5 5 5 4 3 - 7--6' 14 12 10 9 8 8 8. 6 12 12 12 &3 7. 5 4 J 7 7 7 7 7 7 7 8 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 iDA 5 4.5 7 7 7 7 7 7 8 4 5 5 5 3 9 5 14 12 10 9 8 8 fi 72 12 8 6.3 5.5 4 - 7 7 7 6 5 J.5 - - 5 5- 8'-0' 14 12 10 9 8 B 6 - 12 12 f0.5 Z5 6 .S - 7 7 7 7 7 -7 7 4 5 5 5 5 9 5 5 5 14 12 f0 9 8 8 6 - 12 12 t2 9.5 e 6 5 4 7 7 7 7 7 1 5 J 5 9 5 5 5 .5 S 4 14 72 1D 9 8 8 - - 12 11 .7 8 5 ].-9 - - 7 7 6.5 5 4.5 3 -- g'_p• 14 12 !0 9 8 8 - - 12 12 9.S 4 J - 7 7 7 7 7 7 6 3 5 5 S 5 5 5 5 5 I4 T2 10 9 8 8 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 6 4 - 5 5 5 5 5 5 4 J.5 14 12 f0 8 8 e - 12 10 8.5 5 4 J - 7 7 6 4.5 4 J - - 3 3 3 4,3 4 3 - - 10'-0' 14 12 10 9-1-SLIP - - 12 11 8.5 6 5 J.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 S S 3 5 4.9 3 14 12 10 9 8 8 - 12 12 If 0.5 7 5.5 4 J 7 7 7 7 7 5.5 3 - 5 5 5 5 5 5 4 IS F 10 9 e 8 - - 12 9 6 4.5 4 J - - 7 7 5.5 4.5 S5 - - - 5 3 5 4,5 3.5 - 1I'-0' 14� 12 10 9 8 8 - 12 10 7- 5.3 4.5 3.5 - - 7 7 7 7 7 7 J.9 - 5 5 5 5 5 3 5 3.5 1 3 14 12 10 9 8 B 12 12 10 8 6.5 5 3.3 3 7 7 7 7 5.5 5 - - 5 5 5 9 5 5 II 12 JO 9 B - - - 1 T 8 5.S 4 45 - - - 7 7 5 4 J - - - 5 5 5- f2'-0' 14 12 10 9 8 - - 12 9,5 fi.3 5 4 3 - - 7 7 7 7 7 6 J - 5 3 5 5 3 3 4.3 J.3 14 12 i0 9 8 - 12 12 9 .7 8 4.5 3.5 - 7 7 7 7 6 4 - 5 5 5 5 5 4.5 3.5 - 14 12 10 9 8 - - - f0 7.5 5 d 3 - - - 7 7 4.5 3.5 J - 5- )J'_0' 14 12 10 9 8 - - - IJ.5 9.5 8 4.5 J,5, J - - 7 7 7 7 7 4.5 - - S 5 5 5 5 5 4.5 J.5 f4 12 f0 9 8 12 12 8.5 8.5 5.5 4 J - 7 7 7 7 5.5 3.5 - - 5 5 5 5 5. 4 3 !4 f2 JO 9 - - - - 9.5 7 4.5 J.5 J - - 7 6.5 4 ' 3.5 - - - 5 5 4. 3.5 - - - - 14'-0" 14 12 lO 9 - - - - l0.5 8 5.5 4 aS - - 7 7 7 7 7 4 - 9 5 5 5 5 5 4 J 74 12 10 9 - - - 12 11.5 7.5 6 5 4 J - 7 7 7 6.5 5.5 - - 5 5 3 5 5 4 3 - 14 12 i0 - - - - 8.5 6.5 4 J.5 J - - - 7 fi 4 3 - - - - 5 5 5 5 4 5 3 5 - 5 - 5 - 4 - J 15'-0' id 12 70 - - - - 10 Z5 5 4 J - - - 7 7 7 7 7 3.5 - - - f4 f2 JO - - - 12 11 7 5.5 4.5 3.5 - - 7 7 7 6 5 - - - 5 5 5 5 S SS f4 12 JO - - - - - B 6 4 J - - - - 7 3.3 3.5 3 - - 5- i6'-0" 14 12 10 - - - - 9.5 7 4.5 3.5 J 5 d.5 J,$ - t4 !2 10 12 10 6.5 5.5 4.5 3.5 - - 7 5 4.5 J.5 - - P.E. � �ICE�tse+�• :_ •i�o. 44'167• - IL E C O 1N�. TILLIT TESTING 8 ENGINEERING COMPANY 55 N.W. 36M SL, 51e. Jay, VMWM CARDM MwOA 3J'54 ph- : (305)871-1530 . Fax ; (305)871-3531 • .o: Ulteco0mLe- EB-D006719 WµTER A. TIUJI Jr. P.E FLoR DA U. t 44167 n HV BLADE F. AwS wV mAw American Shutter Systems Association, Inc. 4265 West Road& Drive West Palm Beach. FL 33407 Phone: (800)432-2204 . Fax: (561)209-8360 .Non High Velocity Hurricane Zone) 0 2008 EASTERN M 'M SUPPLY. I140. BERTHA HV M Accordion Shutter System DLD DRAWING No 08-152 •�- 1YUlLb UM /ANUEIU"ZI 'RGLUIRL MG i1 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFfF SHALL BE AS FOLLOWS: - 1/4.0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUIDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECFIDN ON SHEETS 1B 3 19. D(CEPIION: SEE NOTE 2 BELOW. 2, ANCHORS TO HOLLOW CEILING SHILL BE AS PER MOUNTWO TYPE U, SHEEF t8 AND SHALL CONSIST OF LAO SCREWS AS PER NDS 2003 SPEGFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ 0-0.55 (N.D.5) -DOUGLAS RR W/ C-0.50 (N.D.S) -SPRUCE PINE FIR NOFl1H W/ G-0.43 (NDS.) -SPRUCE PINE MR SOUTH W/ 0-020 KO S.) -MIN. 1/2' COX PLYWOOD (1988 APA) 4. ANCHORS SWILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. HV BLADE OR n HV BLADE Wf HV ' WINDOW BLADE WORKING IN UNISON /T11 7im ..�'..� �l1^ `r• L� E c �•�3 '����e - TILIJT TESTING & ENGINEERING COMPANY • 6= N.W. 361h. SL. St•. 305. VIRGNIA aARDLNS. FLORIDA 33166 r.G 4 •77.Ph­ : (305)871-1530 . Fox 1 (305)57t-1531 • + A+y 4- 0: IQ ..Qw.wm ES-000.5719 WALTER A TILLIT Jr. ME P.E.`' � FLORIDA U.. 1 44161$�C)�A��EjpAiE • SEE UM ATIONS OF USE FOR BLADE ON SHEET 28 F.B.C. A.S.&A, American Shutter Systems Association. Inc. 4268 West Roads Orive West Palm Beach. FL 33407 Phone: (800)432-22D4 . Fax: (561)209-8380 I ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System I OCSCRIPOON DATE I DRAWN BY: M.C.V./F.P. aLA D5-S84 ava/a6 IATL• 07/z5/08 DRAWING No 08-152 e (SEE MOUNTINGS ON SHEETS 19). MAXIMUM SPAN (ft) LJ B �T FIAT E SOUTHERN PINE 'No. 2 W MIN. G=0.55, p UGLAS FIR W/ MIN. G D.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 9,0. WALL MOUNTINGS S & V R.O. WALL MOUNTINGS S & V B.O. WAMOUNTINGS NEGATIVE DESIGIF LOAD (Pnf)� NEGATNE DESIGN LOAD (Paf) NEGATIVE DESIGN LOAD (P3f) 30 40 60 75 90 105 30 40 60 75 90 O5 30 40 60175 190 h05 '-0" OR LESS 12 112 12 112 12 112 12 12 12 12 12 112 112 12 12 112 112 112 4'-0" 12 112 12 1L 12 12 12 12 12 12 12 112 12 12 12 112 112 112 g_0" 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 112 0.5 6'-o. 12 12 12 12 12 12 12 12 12 12 12. 12 12 12 12 12 10 8.5 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 0.5 8.5 7.5 8'-0" 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 1.5 9 7.5 6.5 _ 12 12 12 12 12 10,412 12 12 11.5 9,5 8.5 12 12 10 8 5.5 5.5 12 12 12 12 1.5 9.5 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 11 '-0" 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 • 5.5 5.5 4.5 12'-0" 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 5 4 13'-0. 12 12 12 IE 8.5 7.5 12 12 10 8 6.5 5.5 12 0.5 7 5.5 4.5 4 14'-0" 12 6 12 12 9.5 7.5 6 4.5 12 0.5 6.5 5 4 3 15'-0" 12 112 12 112 11 19.518 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 1 4- 12 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 11.58.5 5.5 4.5 3.5 - M HV BLADE. P.E. SEAL/51GNfiURE/C {.S REQUIREMENTS: WOOD SUBSTRATES, 1. ANCHORS TO WAIL. FLOOR OR SOLD WOOD SOFFIT SHILL BE AS FOLLOWS: - 1/4'e TAPOON ANCHORS, AS MANUFACTURED BY LT-W. BUILDER W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 1e k 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAD SCREWS AS PER NDS 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ G.O53 VMS) -DOUGLAS FIR W/ Gr050 (N.O.S.) -SPRUCE PINE FIR NORTH W/ 0-0.43 (N.OS.) -SPRUCE PINE FIR SOUTH W/ G+0.36 (N.D.S.) -MIN. 1/2- COX PLYWOOD (1966 APA) 4. ANCHORS SHALL Be INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1�N IL ECOINe. TILUT TESTING & ENGINEERING COMPANY 88 N.W. 34th. IL. St.. SM. VD GIN14 GARDENS, FL0IDA 33188 Phone : (305)671-1530 . Fax : (305)571-1531 .-me0: Ult.eeeael.eom E9-000e719 WALTER A. TILUT Jr. P.E. FLQMDA Lk. If 44107 F.B.G. A.S.S.A, American Shutter Systems Association, Inc. 4268 West Roads Drive West Polm 8eoah, FL 33407 Phone: (8GD)432-2204 , Fax: (581)209-83B0 O 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DRAWING No 08-152 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (1) HV BLADE 1RpmSEE SHEET 4 FOR TYPICAL SHUnM JLFINISH MAX SHUTTER SPAN • , L+ OR L— FOR INSTALLATIONS INTO WOOD SHALL gE LIMITEb ASSEMBLY 2-MBINED IN ANY WAY O BE COMBINED IN ANY WAY TO SUIT ANY 1/4'0 TAPCON W/ 1 1/2' u1n. TO 105 0 paf, DESIGN LOAD INSTALLATION. PENETRATION OF THREADED AREA TO EXISTING W000 HEADER. SCHEDULE ON SHEET 16) 1 t'0 TAP'ON WY 1 1/2" (SEE in. PENE M110 OF THREADED AREA TO EXISTING i OR WOOD HEADER. (SEE TO GLASS (SEE 0R ® • SCHEDULE Ott SHEET 16) 1/4'd-A.3/4' S.S. MACHINE SCREWS W/ 1/4"-20 NUTS SL:IFDUIE ai SHEET 1-- 12 SHEET 20 f 1 ON SHEET 2H TOR z V'"� 1' NT. O 12' D.C. EXISTING�� BIADE.4 0 h 0 r-E0 H z T OR ( n :i 1 . IrOPTIONAI ( WALL � FINISH I I E7(ISTINO MIN. - ^"' •- FINISH - lTl� �' i�OR(14 W 1 2°:{• OOD 1 HEADER REQUIRED OR � EXISTING MIN. 1 1 I I `..�HOTI1Ulm EXISTING MINSEPAON HEADER REQUIRED _PENETRATION OF ED AREA TO GLASS --I To CLASS M 1 I I T EXISTING WOOD PLATE .(SEE SCHEDULE ON ff - MM7. SEPARATION TO. CLASS SCHEDULE ON SHEET 15) 12 FOR aADE (DARO EXISTING (SEE sCHE)IILE ON SHEET 12) 1 & D2B FOR CUSS— 1 2'x4' COAT. SILL PLATE EO'0. (R)HV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION @HV--WALL SILL INSTALLATIMIN ON CLASS EXISTING -T---- I MIN SEPARATION TO CLASS E I"(SEE SCHEDDULE ONTIONSHEET 12)7 m4ss--i MIN. SEPARATION TO GLASS I I 1 EXISTING F^-(SEE SCHEDULE ON SHEET 12) EXISTING 11 1 (SEE SCHEDULE ON SHEET 12) GUSS� �E CIISS•--I WOOD PLATE O'D i x I i 1/4"0-20x3/4" S.S. F >; 1/4'0-20x3/4• S.S. \ 1 UMACHI t%S -205 NUTSING I' WALL MACHINE SCREWS W/ I I FINISH O.G. OR IL 1 ' I 1 2'x4" CONT. 5 WOOD PLATEI 1 I REO'D. N OR� \ ^ - 1/410 TAPCON W/ 1 1/2" MIn. _ 2'x4' COM. PENETRATION OF THREADED AREA 1 /4'0 TAPCON W/ 1/2' Min. PENETRATION 1/4'0 TAPCON W/ 1/2' MITI. SILL PLATE O MIDWIDTH OF WOOD PLATE. OF THREADED AREA INTO PLYWOOD. PENETRATION OF THREADED AREA (SEE SCHEDULE ON SHEET 16) \\ INTO PLYWOOD. REO'D. (SEE SCHWULE ON SHEET 16) .,•T/2" NIA. COX PLYWOOD REO'D. EXISTING MIN. 2'x4' 1/2' MIN. CD X� (SEE SCHEDULE ON SHEET 16) WALL FINISH ISTINC MIN. 2''D. STUDS O 1B' O.C. MAX. PLYWOOD REO'D. x4' STUDS O IB' O.C. MAX. REO PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE REO'D. PLYWOOD TO BE WALL ®HV WALL SILL INSTALLATION WITH SECTION 2308 OF THE F.B.C. ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2308 OF THE ® HV WALL SILL INSTALLATION O SEE ISMjjA710NS OF USE FOR ®HV WALL SILL INSTALLATION F.B.c. BIADE DroSHEET 2B F.B.C.(Non High Velocity Hurricane lone) ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM ;�`". y�ccr::• 'ff I L E C O INe. ,11/� • ♦��>y.• �' .5■S>� Accordion Shutter System �.:•401�' C� 7 (>'J • ! TILLIT TESTING do ENGINEERING COMPANY American Shutter Systems EY. N. DESCRIPTION GATE DRANK BY. -- _ - am N.w. wo,. St. St.. 30. YTTGAMA GARDENS. 9,OWDA 33100 Association. [no. 1 OLD 03-364 o7/23/oe DATE: 07/25/OB • — • Phone : (305)571-1530 . Fax ; (305)671-1831 4268 West Roads Drive x DRAWING No .- lt: tilt.. G.W...m Wesl Palm Bea eh, FL 33407 3 Q8^152 EB-00057IB �`. ' • • �! .,tr��• Phone; (800)432-2204 . Fax: (551)209-6380 4 J.... WA e. # Sr. P.E. FLORIDAFORIU'c. Y 44157 5 SHEET P.E. SEAL•�SIG'N>ICT.I'A3EroATE 6 tQ OF 28 L FINISH 1/4"0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 17) 1/4"0-20x3/4x S.S. 1. PHIWPS TRUSS HEAD M0], MACHINE SCREWS 1NUTS r-Ep Te 12" O.C. OGE (IF APPLICABLE) _ EXISTING WOOD TRUSSES OR WAFTER O 24" O.C. REQUIRED EXISTING SOFFIT 3/4" Max, THK. ALUM TUBE .257" PENETRATION OF /U:3/4• EQ EQ (x4 xi/6 CONT. Max. THREADED AREA TO 6063-T6 ALLOY) W/ EXISTING WOOD BEAN. AW-1 O a" O.C. I (3)S/16'0 IAO SCREWS TO (SEE SCHEDVLE ON I Or © Or 1S ' EACH RAFTER OR TRUSS. SHEET 16) I LOCATE IRO SCREWS AT 1 Or 1© Or 15 I MIDWIDTH OF EXISTING WOOD I I MEMBER. (2" Mln. NOMINAL 1 I OPEN HOLE A7 EACH I PE RA pN OF THREADED STUD ACCEPT EXISTING- 4 HEADER REO'O MIN. SEPARATION TO CCASS I 5/16'0 IAG SCREW 1� AREA WJJD FOR GLASS 1�-- (SEE SCHEDULE ON SHEET 12) EXIGSTIN J AT CENTER IF TUBE tlil■■Il INSFAWTIONS WITH 72pet NA%. DESIGN LOAD AND 2'-0' 1 - I I MN,�N, n MAX. SPAN. THIS INSTALLATION I MN SFPlA1nW I TO M1"i (SE IS ONLY VALID FOR WOOD W/ TD OAs (5fE 940TAAE ON SIM I MIN. SPECIFIC GRAVITY OF OS HV WALL HEADER INSTALLATION -i ,2�'anEa�EmYo °c6'D'° 'cN�"sEEran� 0.50 As DDucvs FIR DR I ws� �+ • I e�Esmep 1 OR ®� SOUTHERN PINE Na 2. OR NSIM28MAMCD&FO 1 OR ® J i-S SSHEEETKIIING 4 CTIONSFORT CAN BSNCDO>MDERN�SENBLY OHV CEILING INSTALLATION OHV CEILING INSTALLATION IN ANY WAY 70 SUIT ANY INSTALLATION. f I it a u " I DR MIN. I I 1RRRRRA,,,��,,������ MIN. SEPARATION TO GLASS i I OR DEG I TO GLASS I I (SEE SCHEDULE ON SHEET 12) EXISTING 1 G1A55 (SEE SCHEDULE EXISTING I aAVRO1 Jka ION SHEET 12) 1 I I GLASS---1 1 I I j ALTERNA I j 8 11 \ ANCHOR EXISTING G I LOCATION II E WALL 1 3/e" M tOx3/4' HEX G I I 2'.0" MIN. OT, 1� FlNISH7 l [ 1/4" O & DECK REOUIREO Z 6 + % 3/e NM ASNER HEAD TEK I " 13 OR Max. 2"xe" MIN. WOOD No SCREWS O 12' a.e (ALLOWED) DECK REQUIRED- (NO FINISH ALLOWED) 2. 1. r EDGE OF DECK 19 EDGE OF DECK — IF APPLICABLE EQ IF APPLICABLE GE 1 I� / NERD 2 J' ~r Min. P/WPST BUSS MACHINE SCREWS OF If APPLICABLE 1/4"0 F,H. TAPCON W/1 1/2' Mn. INTO 1/4'0 TAPCON W/ 1 1/2' Min. W/ 1/4'-20 NUTS 1/4'0 TAPCON W/1 1/2' Min. PENUM7ON PENETRATION OF TH ED AREA 2" MIN. WOOD DECK. PENETRATION OF THREADED AREA O MIDWIDTH OF W000 O 12' D.C. OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 18) PLATE. (SEE SCHEDULE ON SHEET 17) (SEE SCHEDULE ON SHEET 16) ♦SEE UM ATIONS OF USE FOR QX HV WALK —OVER INSTALLATION I2V HV WALL SILL INSTALLATION WUHV FLOOR INSTALLATION BLALE(9ONSHEET 2a F.B.C.Mon High Velocity Hurricane Zone) 02009 EASTERN METAL SUPPLY, INC. BERTHA HV'" .- • ,t �~ •_ `� `• �� 1 L E C O A S S A Accordion Shutter System M • ` 3' %�' 8/ �' 1 N ■ ■ ■ ■ American Shutter Systems y • TILLIT TESTING &ENGINEERING COMPANY . EY• Na DESCRIPTION GATE DRAWN 9Y: xt0•Y./FA./ a 1 Oto 06-3e4 01/25/0e wTEi D7/2S/OB . • Nw. ML SL, S . 309, MRCM (IMM'S. FLOMM 331" Phone : (30S)B71-1530 . Fax : (305)971-1531 Association, Inc. 4265 West Roads Drive = , DRAWING No •- 3 � -�• .y� oaal.aam .-ma0000 EB-ao0e71Y West Palm Beach, F3407 L 3 ,T f OS— ! rJ'L 4 • �'^ �. +. /^ = V WAFTER A TiLLR Jr. P.E. Phone: {B00)432-2204 Fax: (561)209-8380 3 _ SHEET t �•` P.E. SEAL;S*111 �Cf"REJDATE FLORIDA ua. ! 44167 19 OF 28 a I 1111 D a--. — [QOR/00 END CONNECTION DETAIL END INSTALLATIONS 1 HV BLADE OR a WIIDOW BLADE INTO 2"x4" MIN WOOD STUDS SN- REO'W STUD tRE. OWOOD j- stuns RtDro. I/4. %.W .._ e- ar. ^R1511Na am —r -_ r,1/r YIN. COP Rw.DOO. , 1/1B•-0• — I (00ui➢iaara0t YOI. NA1E ROOaE u OMrA Q< 8113. GY9. -/ a.t/C i =16 0 L Sue x Irn mu TO TRACKS END CONNECTION DETAIL D115RNG I/Fv rFamt 7NulD �1a,I 3• sx3. —/ — •/ 1 t/r 1bi. ot6 is F927MTWO Ir OL rh' Nw. sOO9N 2IC NRI. WOOD STUDS Rtaro. - Q OR 0. t/3' WN. fbY YfgOD. I�1 1 t YA 1' ttelU Ca' WlL {{fas MNaaapflYl b['�-]• Pj'«•ivMuonvaTaou�P To t IDei/2' SM. 10 e YN3 v I' aG_6ou1t u ' mlml ttt aF > END CONNECTION _ DETAIL 9) 4 OOR®m(gmo 4 6 CPOO9�OP 0DR@0R(gW0 VIEW Y PLAN DETAIL X 2Y.' uat. som stuns ps 7PeuEAma) UL M D3SIINO CLASS END CONNECTION DETAIL 7 PEa1MFp DAY FOR SDAl13 CRUIEN 7NW 13'-0D ♦ SEE U ATIONS OF USE FOR BLADE ON SHEET 28 END CONNECTION DETAIL © END CONNECTION DETAIL 12 F.B.C.(Hon High velocity Hurricane Zone) NYC, i1. ��� yt• @2008 EASTERN PETAL SUPPLY, INC. _ BERTHA HV TM ;:�..-.L;T :' , IL E C O �N�. ■ ■ ■ ■ Accordion -Shutter System �-��^�•��:7 y x Shutter Systems TILLIT TESTING h ENGINEERING COMPANY tV• N. OFSCIU)moN DATE GRAM BY,Y.a�✓Fp• D t DaD oa-aes of/73/06 DATD 07/25/08 PMAmerican am 1339, M.. SI.. 305. VWSNA CNROEN3. FLO;= 3316e Assoclationa Inc. � -f--1 `--- .�- . ; ~ tf g',. �h 2 DRAWING No 0$— M...: (305)871-MD . Fax : (31L9)671-1531 e-m 'I: all9aaODal.cam a®-000e7ls 4268 West Roads [tad West Palm Beach. FL 33407 3 A r „ K ILL WALTER A. TILUT Jr. P.E. Phone; BOO 432-2204 Fax: 561 209-8380 `52 3 I SHEQET 2 28 P.E. SEAL/SIGNATURE/DATE FLORlOA uc. / 44te7 6 SEE END C.ONNECTIC DETAILS 01 SHEET 24 TYP. FULL HEIGHT. M I� II AL'EN�ATE 34 � LaaTLox 11'—� , TS - s � 0 eHoe HX r— 8 � I p 0 F C- 0 z II g {5 333 I ALTEF 4 lDfA FZ RQ 11 II 11 {I r� I III I� - EH It I 3 TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. * NOTES ON ND LQeKS AND CENTEEMATES: 1. MANDATORY CONDITION t: ONE 3® H.D. LOCK SHALL BE USED FOR ANY SPAN ANED AS D INSTALLATION AT HEAVY DANY ELEVATION. (UTTY SYMMETRICAL CENTERMATES, At1 OR OR`OUTS DETLOCK. ATTACHED TO H.D. DHEAVY DUTY SYMMETRICAL CENTERMATES WITH (a) #8 x 3/8" LONG -FLAT HEAD S.S. M.S. LOCKING RODS 0 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL, 2. MANDATORY CONDRION J 2. LOCATION OF A H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS UP TO 105". A H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" ABOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. IL E C O INe. TILUT TESTING & ENGINEERING COMPANY aeth. St. stA. 303, MROMU CAROMS. FLDRMh 3316e U-5 (305)671-1330 . Fe.:(305)571-1531 ,�a • :• • ES-0005719 PE. ' r - f� '� • • P.E. SEAf�WATL ATE WALTER A. TILLT Jr. FLOROA U. / H167 F.B.C. A.S.S.A. American Shutter Systems Assoolation, Inc. 4268 West Roads Prlve West Palm beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 (Non High Velocity Hurricane Zone)- ® 2006 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System +e oESCa"MoN D. D"WR BY-. M.C.v. aL0 05-364 07/95/03 OATE:. 0708 DRAWING No 08-152 POURED CONCRETE ANCHORS CONCRETE -(SEE SCHEDULE ON 1/4'/-204/4- S.S. REQUIRED SHEET 28) MACHINE SCREWS USING 1/4'-20 NUTS O G' O.C. POURED r"In. CONCRETE REQUIRED r r7 I WAARATION o SHEET 35) ` EDDLE EXISTING ASS I ® HD 1+JAL HEADER INSTALLATION Hal. SEPARATM 70 CLASS jBR WHOP E ON SHEET 26) I A EXISTING GLASS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) FACE OF SLAB IF G. APPUC46L SHOD a EDGE OF STAB IF CONCRETE FIAT HEAD CONCRETE ANCHORS REWIRED LFLAT HEAD CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ON SHEET 26) (SEE SCHEDULE ON SHEET 26) ® HD CEILINQ INSTALLATION HD TRENCH -INSTALLATION INSTALLATION O T�LM r 1 O /SS EXISTING ql SNRT )7a ' ON SKEET UI elAss : EXISTING I I ° cGLASS­--­'sGLASS­--­'GLASS­--­'to q 1 j; I i If • ✓— opnONAL aPnonat;— \ ' • I I g n g J14x3/4' IX H � i8 TEH SCREWS 3' O.C. I --- E EQ OR 1/4b-20!'S.S. M.S. CONCRETE ANCHORS W/ NUT 6 3' O.C. (SEE SCHEDULE ON 101 1/4'r-20K3//4' S.S. �PHIWPS f SHEET 26) TRf HEAD _ _-_ --� CRETE ANCHORS MACHINE SCREWS USING 1/4'-20 pOURED CONCRETE (SEE SCHEDULE ON HUTS ® 8' O.0 APOUREDJ WALL REO'D. SHEET 26) EE HD WALL SILL INSTALLATION CONCRETE REQUIRED HD RAINGUARD INSTALLATION 21 FOR TYPICAL SHUTTER M.N.-UL-1Z 4 E:D.aEDGE aISTANCE SECRONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 26) W4' HEX HEAD — TER SCREWS a 6' O.C. ®�O EDGE OF SLAB IF APPLICABLE . HER HHEAD3H SSCREWS 6 e• O.C. CONCRETE ANCHORS (EEE SCHEDULE ON SHEET Zs) EDGE OF STAB IF APPLICABLE GG HD FLOOR INSTALLATION INSTALLATION DETAILS W/ Q HV BLADE SCALE: 3/8"-1' F. C.(Non Nigh Velocity Hurricane Zone 02008 EASTERN MEAL SUPPLY, INC, '== • • - . ^- • i� E e o �rec. ASSA■ American Shutter Systems Association, Inc. 4288 West Roads Drive West Palm Beach, FL J3607 Phone: (800)432-2204 . Fax: (661)209-B380 BERTHAHVM Accordion Shutter System TIWT TESTING & ENGINEERING COMPANY Erie N.W. 30 Sy St. 3A MAW" GPRDWS, FLOEM 1116E I4we. : (3D3)e71-1530.Fax :.(305)a71-1031 ._mall: aNecoOewx— EB-GOGGTIB WALTER A nLIn Jr. RE FLORIDA LIC 0 44167' • N USCRIPnGN DATE DBAWH B5 .ev. o. t GLo m-36A 07/23/05 DATE: or/zs/DB. 2 DRAWING No Q�`" �� A- . • (+ �O •,'Vr��-,;iDCO; .. �' '• P.E. SEAL f$IGNAit)fit yDATE 3 4 3 2 HEEL 211 5EE END WALL CONNECTION DEIAI5 ON SHEET 24 IINNSTJ 0 uT 6� 1�I r EXISTING GLASS I' V * SEE NOTES ON LOCKING RODS ®k HO ® LOCKS ON SHEETS 21 �A/LLATIOK 1 L/ I l Y BLADE O OR ®OR ©} I OOR SSEE END WALL 90NNECTION_ DETAILS ON SHEET 24 — EXISTING GLASS OR! 2 2'x2'xl/a'40'-2' 18063-TB ALL" ALUM. ANGLE W/ (2) 1/4f TAP / (2) 1S i0 dct (4)i14�i1i2H 5.MM.SrI I ' I I°G I/ jtf x 3/4' SMS O 12' 35 * (OPTIONAL) (•4) H.V. MIN. SEPARATION TO GLASS ( ) PINS (TYP.) �N SEE SCHEDULE ON SHEET 25 _. _ * 35 / (OPTIONAL) 33 (4) H.V. LIE u IE IO OR ® OR © } O OR ®}®OR®}®z -- (OPTIONAL) VC— DC SYMMETRICAL HD CENTERMATES WV/ (D* LOCK (INTERIOR) ou 1 k I 8 1/2' MAX. SLACK I VET DE PoUREO CONCRETE OR " DD REoUIA� BLOCK WALL HVD-'� _F.B.C.(ion High Velocity Hurricane lone ���•k,•yit 1• 02008 EASTERN METAL SUPPLY. INC. t 1_ I L E C O >, 'mc A. S ■ S ■ A ■ BERTHA HV TM" Accordion Shutter System TIWT TESTING & ENGINEERING COMPANY e35S N.N. 31tx. St. Ste. 308. MRGMA CAMMS, PWA= 3310a Ph— . (305)371-1530 . F.A : (305)871-1531 —.a:DRAWING aa: tntecoOaa WALTER A. 71LLiTI Lcom Jr. P.E. FLoaa1A ua. / 44157 E'7• N DESCRIPTION DATE ORAwN Ern.N"C.v. a. �_"JC �. • C _�-.;�...-• _a��J P.E. SF1L/SIG2JAiRE/DATE American Shutter Systems Association, Inc. 4258 West Roads Ddve Wee( Palm Beach. FL 33407 Phone: (800)432•-2204 . Fax: (581)209-83BO t OW Ds—s44 m/�e/oa DATE: 07/25/08 x No o ^ 08-1 5L 3 4 23H OE 28 a O /14x1/2' S,M.S O Is, O.C. POURED CONCFETE OR CONCRETE BLOCK WALL REQUIRED EXISTING CLASS I MIN. SEPARATION TO CLASS (i �I (SEE SCHEDULE I ON SHEET 25) `OOR 'ORl tf 1+OOR END CONNECTION DETAIL 1� POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED- EXISTING GLASS - MI�ARATION TO CLASS (SEE SCHEDULE ON SHEET 25) CHOR O 0.../ 2' tO OR ® OR I t] 1+ OOR END CONNECTION DETAIL 5) + POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION 1 16'x3 MAX. TO GLASS (ONESSHEET i0 3-T6) CONT. 2 ) ALUM. CLOSER ... POURED CONCRETE ,POURED CONCRETE OR CONCRETEa2' OR CONCRETE BLACK WALL REWIREDBLOCK WALL REQUIRED EXISTING GLASS EXISDNC CLASSMIN. S SEPARATIONTO CLASSMIN. SEPARATION (SEESCHEDULETO CLASS -OR SHEET 26) 1/2. 1 �_� SEE SCHEWLE O 1 SHEET 25)' . PLATE. (LOCATE t , AT FABLER SIDE MIN l OF(D) r I ♦USE 1' OR 2' MAX. �14x1/2'S.M. 1 - — - — - (AS APPUCABLF)x2'kl/lixO'-2' -^- - O 16' O.C. T \ ALUMINUM CLIP ANGLE 4 (6053-TO ALLOT) AT MIDHEIGHT 4 (1) #14x1/2' S.MS. e Tout (2)1/4'0 TAPCONS SEE DETAIL X FO ANCHORS TO WALL AT 1' O.C. SIDE CONNECTION ® (LOCATE AT EITHER SIDE OF®) SEE DETAIL X FOR ® TO TRACKS 510E CONNECTION SEE DETAIL X FOIl 4, TO TRACKS O ® ® ®+ ®R®DR®+®OR SIDE TO NECTION TRACKS r+ ®R®OR ca OF 467 Lg + OR OR + cR END CONNECTION DETAI �NDCONNECTION DETAIL (1) END CONNECTION DETAIL F. REQUIRFA ONLT FOR SPANS OREATER THAN 12'-0' POURED CONCRETE OR CONCRETE BLOCK WALL 4 REQUIRED f G l7CEL.-- '-------- O 6' O.C. MINl10N TO GLASS CONC ETE 1/2' MIN. (SEE SCHEDULE 2 ANCHOR O ON SHEET 25) _ 12 O.C. n 1 2- OR 15 I OR I h )+ v1 OR ` +®®+® DE L �DR® OOR@ ,'I PLAN VIEW Y DETAIL X END INSTALLATION 2 HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. N F.B.C.(Non High Velocity Hurricane Zone) A- T :�`' •`��,«` �'`��'' w 'Za. .( - !•`, ^_— v •�. ' 11 L E C O A■S.S■A. American Shutter S y3tem3 Assoclation. Inc. 4268 West Reads Drive West Palm Beach. FL 33407 Phone: 800 432-2204 . Fax: 561 209-8380 ( ) ( ) 92006 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter System TIW7 TESTING & ENGINEERING COMPANY s N... 30W. St.. Sb. Sae, %1Raxe11 WOOS, RORDA 331ea PMn. ; (305)371-1530 . Fax 1 (30s)aT1-1531 a-mos; unecaoaoLcom ER 0TILUT j WALTER A. 11WT Jr, P.E. FLORMA Uc. A 4416T Lv. x OLscRIPnaN DATE IX1Am4 21: M•ay./La I OLO 05-104 a7�33�0a tuTE D7/2s/09 3 DRAWING No D8" `r12 p' _ r �..- .r P.E. SEAL/SIGNATURE/DATE 3 4 3 $HEFT 24 OF 28 a MAXIMUM SHUTTER SPAN* "L+" OR "L—" (it.) INSTALLATIONS W/ SYMME[j2tCAl 0OR®, W/ ONE H.D. 0 LOCK k NO LOCKING RODS 0 • uAnWM 015IGN lW0 CONCRETE & CONCRETE BLOCK INSTALLATIONS (P.0.) (• OR -) ALL MOUNTING CONDITIONS L + (RI t - (N 0 OR 18'-0 18 -0" 35 18'-0" 18'-0' 40 17'-e , 45 16'-4' 50 55 14'-10" So. 14'-2" 18 -2 68 13'-B• 15'-6' 70 1S'-2' 14-11 75 12'-8" 14'•-5' 80 12'-3' 14 -0 90 11'-B' IW-2• 95 I1'-3' 12'-10" 100 10'-5• 12'-6' 105 10'-0' 12'-2- 110 9•-B• it'-11" 115 120 W-9' 11•-5" 125 130 - 10'-11• 135 140 145 - 10-4• 150 - 10'-2' 155 10'-0" 150 - 9'-10 165 170 - 0'^7• L175 - �C NOTES, (1) L+: MAXIMU CNMLALLOW�E SPAN FOR A GIVEN POSITIVL-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. ( PROCEDURE TO DETERMINE MUM WALL MOUNTINGS OR FLOOR/CEILLING: SPAN FOR GNEN A POSITIVE DESIGN LOAD. DETERMINE MAXIMUM SPAN Y+' 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 W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE Ll+.-+ MAX. SPAN FOR WALL MOUNTING•INSrALLATIONS. Ls+m MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: LI-- MAX. SPAN FOR.WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE (MI)NIMUM BETWEEN 11+', "L2+', lb-1- AND '" ALLOWABLE 00 TO SPAN AND CMM M DESIHEDULE WITH GNNLOAD TO AL MAXIMUM DETERMINE MAXIMUM ANCHOR SPACING. 2 HV BLADE _ TILLIT TESTING & ENGINEERING COMPANY - 53" N.W. 3M. SL. Sic 305, WCRA "YENS. FLOWA 33$86 Ph.. : (305)871-1530 . Fox : (305)B71-1531 a••�ti /�y+,Q, LCqp • t: .% •.A.i.G�Ctf��+� a-moa Uaec0000lm .eo EB-0006719 .- � .� • N7 f P.E. SEC/4GIR /DATE WALTER A. TON Jr. Pi. FLOR)DA De_ 0 44157 1NSTAIUTION LEGEND SU9SOWE POURED CONCRETE MOUNDNG5 (SHEET 22) WALL MOUNTING AA & EE LOOR/CEIUNG BB, CC, DO, MOUNTING FF & GO WIND ZONE MINIMUM ASTM E-1996 SEPARATION To GLASS 1 THRU 3 1" 4 3" F.B.C. A.&S.A■ American Shutter Systems Association, Inc. 4268 West Rooda OrIve West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (551)209-8380 (Non High Velocity Hurricane 0 2008 EASTERN METAL SUPPLY, INC. BERTHA HV T` Accordion Shutter Sy OLD DRAWING No 08-152 4suDRs SPACIHD 1E0F111a ORRF MAXIMUM DESIGN PRESSURE RATING EONDING. MAXIMUME ANCHO * SPACiu�i'I�I rh 1 4•. TAPCON FOR IRrHFntI A ' i 'Ei • AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS POURED CONCRETE ALL MOUNTINGS AA THRU GG (SHEET 22) IMUM USE MAXIMUM vALuEs BETWEEN POSRVE AND NEGATIVE LOADS FSPAN((Q 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 8" 4 1/2' 3 —9. 12, 8" 6 4 3 3/4' OR LESS >0'-9" UP TO 6"- 10' 6" =-4- 4• - 4' 3" - - - >12'-1 UP TO 18'-O" 7 1/2" 5 1/2• 4" - - P.E. SEAL/SIGNATURE/DATE (N ANCHORS To WAIL SHALL BE AS FOLLOWS: A1) TO EXISTING POURED CONCRrM (MI.. N'e - 3350 Pal) 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ REG HEAD. MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4'. .A.2) TO Exemno POURED CONCRETE: (&9m Fe - 2899 Pao — 5/1e # TAPCON XL ANCHORS. AS MANUFACTURED By LT.W. BUILDTY. MNRNUM F1IBEOMENI INTO POURED CONCRETE OF 5/16' TAPCON XL ANCHORS 15 2 1/4'. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON NNE EXISTING ALL�nSNANCHORS TD WNES. ANCHORAGE SHALL BE AS INDICATED OE LONG N NOTE AT IBOM FOR WUG14 To REX" THE MAIN SMCTURE BEHIND G SFAL ATXMS ON VIIM SIDING OR EATS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEVFICARGN5 OF THE ANCHOR'S MANUFACTURER. (a) SEE SCHEDULE BELOW FOR MMMUM REQUIRED EDGE OISIANCE FOR ANCHORS. 2 HV BLADE 'MINIMUM REQUIREDEDOE DISTANCE FOR ANCHORS VMUUN ANCHOR SPACINGS ARE VAUD FOR 3' EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 S/B' EDGE DISTANCE FOR $/IWO TAPCON XL. IL ECO �mc TIWT TESTING dT ENGINEERING COMPANY !e N.W. 3m sL. s1.. 305. VBGGIA GM,GD1s, N1IRIGA 331ee Phone : (305)871-1530 . For : (305)571-1531 e—m 11 el.mm EB-000WO6715719 WALTEII A TAN Jr. P.£ FLORIDA Ge. ! 44167 A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fox: (561)209-6360 C.(Hon High Velocity Hurricane ® 200MI EASTERN METAL SUPPLY, INC. IBERTHA HV TM I Accordion Shutter System DRAWING No 08-152 12' MIN. CLEARANCE TO BLADE TOM EDGE I BLADES — 310 OPENING KNUCKLE (TYP) ) \ E.O. E.Q. OF BLADE PORTION_ I SEPARATIONINBETWEEN I BE I BLADE OPENINGS I I I _ r I 1 12• MIN. CLEARANCE TO BLADE OUTM SCALE: 3/8"=T" 0.1875" 0.0525" - 1A HV WINDOW BLADE SECTION X-X 0.0625" HV WINDOW CLEAR t 5 3/4' TABS N CENTERS 0.0625" X ,EXTERIOR ELEVATION SCALE: 1" = 1" TYPICAL HV WINDOW BLADE IAA AND POLYCARBONATE HV WINDOW DETAIL � A�. l�`A POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE BAYER MATERIAL/SCIENCE LLC. MAKROLON 3103: TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT PHYSICAL, SPECIFIC GRIIYRY ASTM 0792 0.043 lb/id M NI AL' TENSILE YIELD STRENGTH ASIM D638 9.400 p•s.i• FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.al, FLEXURAL MODULUS ASTM D790 340,000 p.s.l. IMPACT: NOTCHED 12oD ASTM 0256 18 Fr—lb/In F1Ac BURNING CH/R AC177TISnCS: SNOKE DQISITY AS. D2843 47.2 R RATE OF BURNING ASTM D635 C-1 CLASS SELF IGNIRON ASTM D1929 1040 'F WITHERING: ASTM C155 TENSILE STRENGTH AFTER WEATHERING A5YM 838 9302 p.s•L TENSILE STRESS BEFORE WEATHERING ASTM 638 8481 p.s.i. IL [E ASS A C � INC. ■ ■ ■ ■ • s TILLR TESTING ENGINEERING COMPANY American Shutter System • `--� •_ _ 55 N.W. 3elh. SL. sl.. 303. MN RMNA GAIM . AWOA 33160 Association. Inc. Phan.: (305)871-1530 . Fat : (305)1171-1531 4268 West Roads Drive e—m n: 611ec.0."Lcem West Palm Beach. FL 33407 "•'� g, �I^per sEB-0005719 Phone: (800)432-2204 . Fox: (561)209—BMO +`Sly O�G �EUI/U__' FLORIOA Ala 1 44107 _ WALTER A. TILUT Jr. P.E. P.E. $fALySIGNAT�UFtE/DATE (Non High Velocity Hurricane Zone) ® 2008 EASTERN METAL SUPPLY. INC. — BERTHA HV TM Accordion Shutter System DRAWING No 08-152 1 Iwl��r� ��� ► � � M 1w, MI M MCI, H MCI H MY N MCI N M N N N N I ELEVATION MI SEPANA ou TO a EXISTING MASS SOMILE ON SHEET 12 FOR MADE(3)----- — — — — AON SHEET 28 FOR wom(Dk © ------------------� ------�------= ----------- PO --------------- 5 \^ ^ ^ ^ Ala) TYP. SWY/N aR sCENTERAATES ©1 ® � `= ' W/O ( ,AND IT, 4 ABOVE) PU1N.'_ TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE iaA SHUTTER'S N.T.S. P.E. SEAL%SIGN&QUIN 11L EC O iNc. TIWT TESnRG AL ENGINEERING COMPANY 55 NW. 35M 51, sew 301% MRORAA CARDOM R MDA wise Phone: (305)871-1530 . Fax 1 (305)871-1531 e-ma01 Wbao0001.com EB-0005710 WALTER A. OWT Jr. P.m MORIDA LIa. f 44107 4 (`FNFRAI I1M A1101S ALNO CONDR1pNS OF t!K_FOR 13F1tit1A (D OWING IN 1, MAX. DIMON PRESSURE RATNOI +110, - 110 P.wF. 2. MAX SHIFTER SPAN: CC 3. ALLm Mau"NGS: A. D. 0 & N ON SHEETS 0, 79 AS WELL AS MOUNTINGS M. 0, T. 0 Z4t RW OOAN(L SHEETS 18 & 19, �t CAIN ABE INCLUDED ONLY AT OEXTERIORYACCESS SIDE of WITH S. (A) NY WINDOW BLADE tl SHALL ONLY ALLOW A MAXIMUM OF D OPENINGS (3'# HOLES) FOR ® PER BIME AT SPACINGS SHOWN ON SHEET 27. . (9) LU. CLEARANCE FROA TOP OR BOTTOM WOE OF NY-MHDCW BLADE© OF ANY YP HOLE FOR SHALL BE 12'. (C1 =011E10 OWE COMING OUT FROM SFMOERS AT ETAS MAY BE MY 1((0)) FN WINDOW S ADE © MW BE USED ALTERNATE TO A SOLID Hv BLARE 1Q THROUGHOUT SHUFFEWS WIDTH. MATES SHALL ALWAYS BE INSTALLED AOFM TO A SOLID KV (FAOJA DE 1 AT OMER SAE OT R L. POLYOMBONAIE HV WINDOW SMALL BE INSTA1lID SO TIj►j TABS FACE H. INTERIOR OF THE OPENING B PROTECTED. FN WINDOW Qy MUST BE ONLY INSTALLED AM LOCKED USING A HV SETITNG TOOL PROM[1F0 BY ASSA INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET Ia. AS UNITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 13 h 14 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 h 2 ABOVE). S. MINIMUM SEPARAOON M CLASS SCHEDULE. PER ASTM E-19981 WIND TONE MINIMUM SEPARATION 10 CRASS T 7HRU 3 1' 4 1 6.25' F &SMSM& American Shutter Sysfems Association. Inc. 4268 West' Reeds Drive West Palm Beach, FL 33407 Phone: (800)432-22134 . FOR: (561)209-8380 :\null nlyn...�- ® 2008 E*n-RN METAL SUPPLY. INC. BERTHA HV T` Accordion Shutter System DRAWING No 08--152