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Home My WebLink AboutSUBMITTED PAPERSrLANNING & DEVELOPMENT SERV I—E-S DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue °= Fort Pierce, FL 34982 SCANNEDBY ; St. kucie COun ty / APPLICATION FOR STORM SHUTTER PERMIT % (� DATE: �r PERMIT NUMBER 1 1. LOCATION/SITE ADDRESS: / 6D S ©GE�% �C �G `�/-7 2. PARCEL ID NUMBER: �S�a©�` o r ®©D! SECT m� TWP Is �/ J M� 1,7.) ING LU MIT 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SIR ADDITION OTHER. �a 5. OWNER / INFORMATION Name: P6�L A,� C Address: l �� l b &-9 ye, City: ,/r/ /�iGi,��S 7Z�Sttate: Zip: 3� /O3 Phone: Type of Surface attachment: Wood Frame 6. CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: (o �� Business Name: Phone number: 91r Concrete Masonry Other Maximum Opening Pressure per Product Compliance Method of Attachment roduct A.S.C.E. 7 Report # As per Product Approval or Engineers Type Anal sis 120 mph 130 mph 140 mph 140 Esp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels ?O P !3v ccordion L�C6-"0 -5. ' O oll U Colonials ther ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FORR� EXISTING RESIDENTIAL STUCTURES ONBAC 7. VALUE OF CONSTRUCTION: $ dp� V 3 l ' FEES DUE: OWNER'S AFFIDAVIT- I certify that all of the information contained in this application i ect d that all wo will be done in compliance with all applicable laws regulating construction and zoning. `16M6�&Gs� PRINT NAME OF OWNER OR CONTRACTOR/QUA41FIER SIGNATURE OF OWNER OR CON�RArR/QUALIk1rx STATE OF FLORIDA, COUNTY OF 11 ACKNOWLEDGED BEFORE ME THIS DAY O� , 0 1 ` BY, 1 I UI-\� �� RS NAL KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATIO T. M 1 l AT O T Y YPE R NAME OF NOTARY TITLE: NOT Y PUBLIC COMNIISS NUMBER " ' � ', ANGELA M. HUFF MY CAMMISSION k EE 083530 EXPIRES: ri112,2015 '•r; SLCPDSD Revised 96/17/2010 ,, Bonded Tbru Notar}r Public Undeiwri(;: t. Property Appraiser - St.Lucie County, rT� Page 1 of 1 Peter J King Revocable Trust Record: 1 of 1 Property Identification Site Address: 9960 S OCEAN DR 703 Sec/Town/Range: 02 :37S :41 E Map ID: 45/02S Zoning: Ownership and Mailing PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes ParcellD: 4502-702-0028-000-0 Account #: 122203 Land Use: Condo City/Cnty: St Lucie County Owner: Peter J King Revocable Trust Peter J King (TR) Address: 9 Pepperidge Dr Manchester NH 03103-6112 Sales Information Date Price Code 3/25/2010 100 0311 3/11/1995 100 01 11/1/1984 154500 00 Exemptions Permits Home Print C6 a IS 7� Legal Description THE MIRAMAR II UNIT 703 (OR 450-1673: 954-1324: 3217-2488) Assessment 2010 Final Deed Book/Page 2010 Final: 256900 WD 3217/2488 Assessed: 256900 WD 0954 / 1324 Ag.Credit: 0 CV 0450 / 1673 Exempt: Taxable: Taxes: 5339.45 BUILDING INFORMATION CCiP 12 CBAS (1Nn� 30 R 10 11 13 13 Total Land and Building Land Value: 0 Acres: 0.02 Building Value: 256900 Finished Area: 1602 SgFt Exterior Features 3900 View: Ocean RoofCover: - RoofStruct: - View ExtType: X092 - ThMiramarll YearBlt: 1984 Frame: - Grade: X92B - MiramarllB EffYrBlt: 1984 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 2 Electric: - PrmintWall: - FullBath: 2 HeatType: AvgHt/FI: STD 1/213ath: 0 HeatFuel: - Prm.Flors: - %A/C: 0 %Fleated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. 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. h4://www.paslc.org/prc.asp?prclid=450270200280000 7/6/2011 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3607002 OR BOCT' '305 PAGE 2773, Recorded 07/06/2011 -.2:55 PM P • - eJ *SlAtlel The undersigned hereby givm notice that )mprovement will be made to Certain real property, and in accordance with Chapter 713, Florida Statues the followiogin6nmationisprovided inthe NotimcfCommeaccTrot 1�50a:-10a.'0048- 1. DESC WnON oOf/P/x'oPsa= (/L,%W ddoaesmiptiand sxei ad&cA if avarbUO) TAXFOUO NUbMM : 000 - 0 SQBD1V19ION L/_[L_2 AY !'r • . z - . 13LOM TRACT LOT HLDG wer-7 D ? Z GMOWAL DESCMMON OMMOVICUM: r Cry r n� ��(hJ�Ce.CS 3. ow=Il`IFOBMAn0N.' s.Neare_nC- iAddres+ IDt7d 3`�inmerrinwea�r dHimeaodtddcmoPfeoavrpIDtttleholdar(dother�eopwyr) . 4. CONTRACTORSNAMLADDR&SSAwnvwnxmxrtsm -- W 1 5. SUREPNS NAM&, ADMIrM AND PHONE NOD18MAND BOND AMOUNT 6. Lmoza'SNAM&.ADDx=AND PHoNENUMimr 7. Persons within the State of Flo<da designated by Ownerupon whom notices or other documents maybe served as provided by Section 713.13 (1) (a) 7, Florida Statafrs NAME, ADDRMAND PHONENOM Mtr S.. In addition to himself orherselt Owner designates the following to receive a copy of the Lk=es Notice as provided in Section 713.13 (I) (bl Florida Stag NAMEADDRESS AND PHONENOMaM 9. Expaatioa data ofnotica of commeacanent (the expiration date is 1 year from tba date ofrecenlmg unless a different date is Sl)ccffiul�20_ Slpnaim a of O Print Name and Pr de Signatory's Title/Oface Owner's Authorized OfficerMinctorMarmer/Manager State ofFlodda County of . The foregoing instrument was acknowledged before me this I W day of �K M't . 20 �( By �'8k1A T-- 1C.t 1\JV S iZ as 0 "� t rt Z For (Dame ofperson) (type of authority,...e.g: officer, trustee, (name of party on behalf ofwhom snot +m.�r was executed) Personally known or_ produced the following type of identification ' i't:r%1!F ( ignatureofNotaryPobIic) r Under Penalties of perjury, I declare tha l have read the foregoing and that the facts in it am true to the best of my knowledge and belief (Section 92525, Florldi Statutes). Signatures) of 0woer(s) or Owner(s)' Authorized Officer /Dirrotor/ Partaer/Maaaeerwho signed above By By Rsv.na. M (SRacmdin ^• � v, STATE Of FLORIDA ST. LUCIE COUNTY THIS ISTO CERTIFYTHAI I1-11515, TRUE AND CORRECT COPY OF THE .ORIGINAL. JOSEPH i�ITHUER By: L Deputy��ITark Date: - 4- (a `LL BUILDINGS PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS & CLADDING (P S F) FOR ASCE 7 05 PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEEL" BASIC WIND SPEED = 140 mph CATEGORY H BUILDINGS (I-1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL WHOLESALE) PEAK ROOF HEIGHT A < 20 FTa •s 20 kA < 50 FT a •s `I%, A % 50 FTa Ys (h) POSITIVE NEGATIVEPosmvtAP91"4M NEGATIVE POSITIVE NEGATIVE 0' - 15' 42.7 5Z2 40.5 52.4 JZB 46.B > 75'-20' 45.4 60.8 0 55.7 40.1 49.7 > 20'-25' 4Z6 63.7 4 58.4 42.1 52.1 > 25•-JO' 49.4 66.2 60.7 43.7 54.1 52.5 70.3 4 :8 64.4 46.4 57.5 > 40•-50' S5.0 73.7 L4LW 52.2 6Z5 48.7 60.3 > 50'-6O• 57.2 76.6 5 2 70.2 50.6 62.6 BASIC WIND SPIED = 140-ZZ� RESIDENTIAL, APARTMENT BUILDINGS & :.i I tOR ASGE /-UJ - MAI 11 BUILDINGS (I-1.00) BUILDINGS (RETAIL WHOLESALE) PEAK ROOF HEIGHT A 0 i A % 50 Fla ss . (Id POSITIVE NEGATIVE T'OSITNf NEGATIVE > 6O• - 70• 54.1 ' 9.1 49.2 85.3 > 70, - GO, 55.6 1 22.0 50.6 BZ7 > BD' - 90' 37.0 104.5 51.8 89.9 > 90' - 100' 58.3 106.9 53.0 91.9 > 100' - 120' 60.6 111.1 55.1 95.5 > 120' - 140' 62.6 114.7 56.9 98.7 64.4 118.0 160' - 1B0' 66.0 121.0 60.0 104.0 - 67.5 123.7 > 200' - 250' 70.7 129.6 64.3 111.5 > 250• - 300' 73.5 134.7 66.8 115.8 > JOO• - 350' 75.9 139.1 69.0 119.6- > J50' - 4a0' 78.1 143.1 71.0 123.1 > 80.0 146.7 72.7 126.1 81.8 150.0 74.4 129.0 1.) IH/S CERTIFIED SIGNID AND SEALED WIND LOAD SCHEDULE; PREPARED BY TADS ENGINEER. 845M ON ASCE 7-05, SECTION G STANDARD, toR A BASIC WIND SP® OF 140 MPH• AND APPLICABLE IMPORTANCE FACTORS & EXPOSURES IS COMPLETELY GENERIC AND DOES NOT PROVIDE WFORU4170N FOR A SITE SPECOTC PROIECT. 2.) no WIND LOAD SCHEDULE MUST BE SIGNED, SEALED AND DA7E0 BY THIS ENGINEER IF USED TO OBTNN A ONE TIME BUILDING PERMIT J) CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND LOADS BASED ON THIS GENERIC WIND LOAD SCHEDULE 4.) INS WIND LOAD SCHEDULE SHALL BE CONSIDERED INVALID IF AIMED BY ANY MEANS 5.) DESIGN WIND LOADS SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD SCHEDULE SHALL BE INDICATED ON A SEPARATE DOCUMENT PREPARED BY THE CONTRACTOR OR PERMIT HOLDER (a.9.. SPREADSHEET. OPENING SCHEDULEACHART ETC.). 3 Is is Not A Master Drawing: m. Valid Only For One Time FORK. INDICATED PRESSURES CORRESPOND TO 7NE MAXIMUM END ZONE AND INlETIOR�ZONE CONDITIONS AND FOR ALL ROOF SLOPES. SHUNTER AREA DEFINED AS: (1) A = LxJ. FOR ,SLATS, WHERE L - SLAT SPAN. (2) WHERE S = SPACING BETWEEN STORM BARS L e STORM BARS SPAN. (J) G = HEA0h125PORAN. HFAD WHERE h a STORM BAR HE7GH7' (SPAN). (4) S - SPACING BETWEEN MULLIONS NS L = MULLION SPAN. AF** PRODUCTS WHICH BEAR A I MAW -DADS COUNTY OR A F.B.C. APPROVAL P �0 S eft l a��d BUINNG SLWEMAIRC 2007 FLORM4 BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES) ASCE 7-05 / WIND LOAD SCHEDULES AS SHOWN ROLL -UP SHUTTERS SALE J/B/OB IL E C O WIND LOAD SCHEDULE DAME 27LLIT U=W ANC. & ENGINEERING GWPANr BASIC WIND SPED _ 140 mph EXPOSURE C. KA = D.B5 08-060 ^•c' NMnwn= . �M cAAOIAr£ a D1°° Aara^va-0mn°nAaAncr DRAWING No 0 12009 EB-000679MAY WALEA PLUT Jr.P.E rrt w I _ _ SIIFET / OF 1 NAME KING • .. • -A :�' ., -• SHUTTER TYPE WALL PRESURE -- TRACK 7 Florida Building Code Online `r-"� l Page 1 of 3 BCIS Home I Log In I User Registration I Hot Topics l Submit Surcharge I Stats & Facts 1 Publicatii =' Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL11354 Application Type New Code Version 2007 Application Status Approved Comments Archived El 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 Irodriguez@easternmetal.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 - Han 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 S Wld... 6/15/2009 1. BeIrW H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PF-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 WOH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION S 09 - THE ABOVE STANDARD. I N OR ED COOS R BASIC WIND SPEED AS REQUIRED BY THE .JURISDICTION WHERE SHUTTER WILL BE INSTALLED. AND FOR A DIRECTIONALITY FACTOR Kd�0.85. IN ACCORDANCE WITH ASCE 7-OS IRANLIN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED., AS TESTED. WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLIDWABL£ STRESS FOR WIND LOADS WAS yQI USED IN THEIR ANALYSIS. HOWEVER, A N1N0 DURATION FACTOR CD - 1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H.V. ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS LEVEL -HV BLADE (D $0214.01-03. J0715.01-03, #1004.01-05. j1214.01-05 AND 0317.02-06 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS AND ASTM E-1880 AND E-1996 STANDARDS MISSILE D, WINO ZONES 1, 2, 3 i9 4), -HV WINDOW BLADE 1000605.01-38 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS AND ASTIR E-7888 AND E-1996 (MISSILE LEVEL D. WIND ZONES 1, 2, 3 & 4). -Hy BLADE CD 10422.01-05 AS PER TAS 201, TAS 202 AND TAS 203 PROTOCOLS. 2. HV BLADE m AND HV BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4: EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION B..OF ASCE 7-05 STANDARD. ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST Be APPLIED TO THE CORRESPONDING WIND ZONE - THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION TO GLASS. DELIMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY. OF COMPONENTS FOR HV BLADE 1 A: 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7-05 STANDARD, AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLIED FOR. HV BLADE O AND' HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 28. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE j 14X2.75 AND d 14X1.78 RESPECTIVELY. 410-Hr MINIMUM SERIES MpNLESS STEREGIST£ SCREWS WITH WITH Ja[S.0 W YIELD STRENGTH AN SHUTTER SYSTEMS D 180 T10NEPMS MUST BEAR PINS SHALL Or tIV MAKING ONE EIS BERTHA �� OEDROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRO40TH FOR 6003-TS ALLOY IS 31.7 k.1 AND 35.7 lul FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER OIN SOOIB WITH 60 W1 NIA. YIELD STRENGTH AND 90 Mai MIN. TENSILE STRENGTH. a. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A91 304 OR 316 SERIES STARLESS STEEL WITH 35 k5l MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE (D: 13,14.18.15 AND 17 HV BLADE ® : 26. HV BLADE (DA: ® WORKING IN UNISON: 13, 14 k 16 IL THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BENTS A U.S. PATENT j6'770.582. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PINT BY U.S. PATENT 15'459,179 ISSUED TO EASTERN METAL SUPPLY, INC. 9. 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, THOU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10, EACH UNIT MUST SEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND H CENTERMIATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. 11. SHUTTI7t MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.6.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE: 17. BERTHA H.V. ACCORDION SHUTTER SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b) CONTRACTOR O OO NM 9CTOR TOO BON THIS RESPONSIBLE FOR THE SSEELECTION-TRUCTION PURCHASE AFETY AT SITE INSTALLATION THE NACTORSING LIFE reAET OF THIS PRODUCT,.BASED ON THIS P.".. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CON (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 BEGONE THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATES ENGINEER TO THE P.ED. ENGINEER SHALL SUBMIT TO THISS`` UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �IL EC O lNC. TILLIT TESTING A: ENGINEERING COMPANY ss kW. 35m st, st.. 3115. vacwA aARms, rwnuA J71 Paane i (305)871-1S30 . Fat : (305)871-1531 .—mall: tilt ... ft jean EB-0005719 WALTER A TILLIT Jr. P.E. FtDRIDA U.. P 44167 P.E. TABLE OF CONTENTS Aram 1. HV LADED Cif A74 & GENERAL NOTES SYSTEM COMPONENTS 1-20 SYSTEM COMPONENTS 21-37 TYPICAL SHUTTER ASSEMBLY 38-43 �A D, FN BLADE C) AND HV WINDOW D SHEET 1 SHEET 2 SHEET 3 SHEET 4 BLADE hAl_ (WHERE APPLICABLE! TYPICAL SHUTTER ELEVATION AI NOTES ON LOCKS. SHEET 5 INSTALLATION DETAILS A-E CONCRETE/BLOCK SHEET 6 INSTAIATION DETAILS F-L CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET B CENTERMATE ALTERNATING DETAILS HV SHEET 9 CENTERMATE DETAILS HO SHEET 10 END CONNECTION DETAILS 1-6 CONCRETE/BLOCK SHEET 11 MAXIMUM SPAN TABLES SHEET 12 ANCHOR SCHEDULE- CONCRETE k BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE A: BLOCK SHEET 14 ANCHOR SCHEDULE- CONCRETE h BLOCK SHEET 15 ANCHOR SCHEDULE- WOOD SHEET 16 ANCHOR SCHEDULE- WOOD SHEET 17 INSTALLATION DETAILS M-R-WOOD SHEET 18 INSTALATION DETAILS S-X-WOOD SHEET 19 END CONNECTION DETAILS 7-12, X SHEET 20 AREA ;• HV BLADE m ONLY TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS. SHEET 21 INSTALLATION DETAILS AA-GG SHEET 22 CENTERMATE DETAILS HO SHEET 23 END CONNECTION DETAILS 1-6, X SHEET 24 MAXIMUM SPAN TABLES SHEET 25 ANCHOR SCHEDULE CONCRETE SHEET 26 AREA 4• HV WINDOW BLADE a TYPICAL WINDOW BLADE Ik WINDOW DETAIL ON Y SHEET 27 TYPICAL SHUTTER ELEVATION SHEET 28 F.B.C.(Non High Velocity Hurricane 02008 EASTERN METAL SUPPLY, INC. A.S.S.A. American Shutter Systems Assoclatlon, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fa.: (561)209-B380 BERTHA HVTM Accordion Shutter % OLD DRAWING No 08--152' 3-0 FOR VINDDM BLADE � • N (mod d ram[• rJ 4.3� I OdT 4.857 q\• 4.957' Ot HV SOLID BLADE 0HV BLADE COVERED UNDER US PATENT # 5458179 COVEREDfiao5 Ts US PA ENTANDTjMPERB179 HV WINDOW BLADE* *SEE LIMITATIONS OF USE OF BLADE ®O SHEET 28 3 26' 1 5Ua• 6063-T6 ALLOY AND TEMP .ofis- ) .89 • (7)HV A6J. ADAPTER W/LIP '0.07 -� 0.072' QUALIFIED FOR USE W/ HV 3226' BLADE(1 & YQ ©HV Arm FLOOR TRACK 6065-TG ALLOY AND TEMPER QUALIFIED FO USE W/ HV _- BLADE 1) & 20 6063-T6 ALLOY AND TEMPER = VARIES I' t.915' a.. gg 1.917' ,O�y 2S 063' 83• r �' f0a 060• p $ 060• n Qsg MO.In • 4• 67O Ope. 870 1.086' o 35 ' 71 HV CEILING HEADER Q HV HEADER/SILL q FIED FOR USE W HV BLADE 1 ONLY. QUALIFIED FOR USE W� HV BLADER ONLI 6063-T6 E AND LADE SEE SECTIO FO T 6063-T6 LL-0 NOT RER X Y 1 .125' 1' 1' !.ow TYR t' 2' 0.0627 .S 221 a.a62' 4 2' 3' 0.062- 2- 4' 0'D62' VARIES FROM.2.00 ' TO 5.000* 2- 5' .062 13•0. WALL ANGLE 1� ,$JDE ANGLES QUALIFIED FO$$ USE W/ HV allALIFIED FOR USE W/ HV BLADEUONLY. BLADE Q1 & D 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER a N • O r 4 4•B7e BS' 4 9B' O HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE O & Q 6005-T5 ALLOY AND TEMPER .417 7. :? P.E.'SNli RE/DAT 70' 72 e I$' 09 ' 4.436' 6063-T6 ALLOY AND TEMPER 0.192, TYP.-1 r- VARIES FROM 2.000' M S D00' 18 B 0. WALL ANGLE QUALIFIED FOR USE W/ HV BLADE 6063-TS ALLOY AND TEMPER IL ECO,N-. TILLIT TESTING & ENGINEERING COMPANY 55 N.N. 361h. SL. St. MS. VUWXAA WRENSFLORDA 33190 Ph.M : (S35)871-1530 IF—: (305)671-1531 .-m D: 61•.. 'ES-0006719 WATER A. TILUf Jr. •P.E. FLORIDA L;. 144161 ®HV DIRECT MOUNT QUALIFIED FOR USE W/ HV BLADE O & (�i 6063-TS ALLOY ANI EMPER *41.1- 842 9 9OttV TRENCH IRACK QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.93fi' iJ Y 093' b 70 ®HD WALL HEADER/SILL QUALIFIED FOR USE W/ HV BLADE Q ONLY. 6063-Y6 ALLOY AND TEMPER TYP. QUALIFIED FOB, USE W/ HV BLADE 1 ONLY. 6063-TG ALLOY AND TEMPER F.B A.S.S.A. American Shutter Systems Association, Inc. 426E West Roads Drive West Palm Beach, FL 33407 Phone: (600)432-2204 . Fax: (561)209-8350 ( HV 90a/180• STARTER OUALIFIED FOR USE W/ HV BLAO 1 & Q 10 HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE T & 2. 6063-T6 ALLOY AND WYPLN 15 -S& QUALIFIED [oil X Y 1 2' 2' 0.125' S' 3' 0.090' ©0 CORNER POSTS QUALIFIED FO use W/ HV / BLADE(D & 2Q 6063-TS ALLOY AND TEMPER 02DOS EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sy 03-364 DRAWING No 08-152 , co D m I.32S• m o �•q 4 21 V CENTERMATE �� 2(�2 HV BLOATING CENTS QUAUFTEO FOR USE W/ HV BLADE 0 & l'.7 O DU TIED FOR USE W/ HY BLADE 6063.-T6 ALLOY AND TEMPER 6063-TS ALLOY AND TEMP :T piµ FRONT ELEVATION "T" M E ©LOCKER FOR "Tr' LOCK CENTERMATE QUALIFIED FIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER pUALIFlED FOR USE W/ HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER 1.817 .063' .2I4' 0 © OUALIFIED FOR USE W/ HV BLADE 1 , A 2 6063-TB ALLOY ANO TE R—� / VARIES. MIN. 1 Ip• 0-20 s.Ls OR 3/e•4-I6 Cr-ACETAL IHUMBSCREHS• (SEE DETAILS) • � ®�,o�wG ROD QUALIFIED FOR USE W/ HV BLADE 1Q A Q 6063-T6 f 1 ' 375'0 © bV 3/8"0-16 ACETAI n MI BSCREWS QUALIFIED FOR USE W/ HV BLADE jr N. T441971- P.E. SEALYSIG1��TA E/D 2 HV CORNER_C NE_TERti DVALIFIED FOR USE W/ HV T ILAD1 6063-T6 ALLOY AND TEMPER iGT CAW %/ =948%.M LLILL t/4'-20 SS.TV. IED 11a+fJ10E0 � EL (2 TV.) b 1 a TURN —0 KHOB. 875' ILNCER TIM a cltkPIAImED) k REVS (CMDME PLATEO) + = ® HV LOCK ® Hal EGRESS LOCK 87' a OUALIFIED FOR I�1,SE W/ HV QUALIFIED FOR USE W/ HV BLAOEQk Qg1 O 1QA ®ONLY. HV "T" LOCK QUALIFIED FOR USE QUALIFIED FOR USE W/ HV BLADE(i)ONLY W/HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPERW DAH�WA AORAIJI6066 AEMR�TE3TLYNDP 31/2' 41 1 /4'd } V 1 /4" 0-20 AISI 304 QUALIFIED FOR USE W/ HV BLADE 1 A o TIUJT TESTING A ENGINEERING COMPANY 55 N.W. 361h. SL. St.. 30. VRGMA GNWERS. no"'DA 33168 Phone : (305)871-1330 . Fax : (305)871-1531 E1Nt O6719l,tom EB-UGBB719 WALTER A TILUT Jr. P.E. FLOMDA Uc, t 44167 HEAD SCREW OU)ED TO482 ISO' r 0.0. lam 18' •t . 6G' AFTER RIVE r 1 /4"A-20 x 3/4„1 s.s. THUMBSCREW BEFORE RNETING /4"0-20 R VI NUi ;SERES 9444 ALUMINUM (2024-73 AIJAY) LARGE FLANGE SHEET HUTSEftr PART 101120. AS MA1UrACTURED 81 CHERRY TwORN, PARSIPPENY. NEW JVtSEY 07G fffFFF EQUAL BLADE U ONLY. r 0.875' Min. N 1 .125' Max. Q0 O C✓ 804• m THUMBTURN ; 111.1517Len CYLINDER go OR KEY CYLINDER 1.75 Max. ®' D LO _ BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. OUALFlED FOR USE W/ 14V BLADEOI a' A 2O F.B.C.(Non High Velocity Hurricane 7 02003 EASTERN METAL SUPPLY, INC. BERTHA HVT` A■ S. S.A. Accordion Shutter System American Shutter Systems N• N 0FSCRIPDON DATE DRAWN BY: M.C.V. Association, Inc. 1 otn os-3e4 m/26/o6 GATE 07/25/0 4268 West Roads Drive 2 DRAWING NO West Palm Beach, FL 33407 3 08--152 Phone: (800)432-2204 . Fax: (661)208-8380 4 -,Fu SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV AND HV BLADES. O HV BLADE 1 ® HV BLADE 1A O HV BLADE 2 3® HV LONG RECESSED NYLON BUSHING 39 HV SHORT RECESSED NYLON BUSHING 40 HV NYLON HAT WASHER ® 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 'It ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) * " EXTERIOR BLUE KNUCKLE FOR (1) HV PIN ® SHAG 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 UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ2 BLADE WHEN CORRESPONDING TO INSTALLATIONS 'CC' AND 'CD'. 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 I 4LIJ' 41 47�' I �'I I I 39 11If 1 ®Dr 4 or (SEE NOTE FOR REQUIREMENTS) i Q® Or I I , EXTERIOR zY i 1F I I I ® WEE Elm TYPICAL SHUTTER ASSEMBLY , HV PIN © OR ® AT SCALE; 3/8" — 1" EXTERIOR . BLADE'S KNUCKLE. f0.324' (SEE NOTE s FOR REQUIREMENTS) WHEEL CARRIAGE _DETAIL 1 I ASSEMBLY LAYOUT N.T.S. N.T.S. F.B.C. Ron High Velocity Hurricane Zone). ./YI 82005 EASTERN MEYAL SUPPLY, INC. �`'t:y A■S■S■A■ BERTHA HVTM -'13;•�f -.' IL EC O ,do. Accordion Shutter System ^ — •, TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. N. 1 DESaRIPTXIN OAT 01/26/Oe DMWN BYi Y.C.V./F3. 6vE: 07 25 08 V, a n.. St N.W. 36M St.. Ste. 303, V6iG6M WAOEMS. ILOMDA 331" Association, Inc. OLD 06-364 Phme : (305)e71-1530 . Fax : (30a)871-1831 4265 West Roads Delve 3 DRAWING ND .� H0e a —moth Olteo"oadxom West Palm Beach, FL 33407 3 OS-' 1 5Z %',� WALTM A TILLITT4r. P.C. Phone: 800 +32-2204 Fax: 561 209-0380 0 C ) + P.E. SEAL/S1GNAAGRE/DATE ��10A LTA 44167 a 4 SHEET 28 e ri 31 17, xQr-1ge.. l SEE END CONNECTION DETAILS ON SHEET 11 TYP. FULL HEIGHT. TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. 1. MANDATORY CONDTnON L ONE W LOrK ® ar ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BVW �2 OF SHUTTER SPAN FOR SPANS UP TO 105% AND FOR INSTAL�TIONS AT ANY ELEVATION. W LOCK ref or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2 IF DESIRED, FOR BETTER PERFOR 0 tTY PURPOSES, UP TO TWO HV Oq E CONNECTIDN.OF LOCKS TO CENIERMATES o- F INDICATED ON NOTE (1) ABOVE pN OF LOCKS SHALL B£ AS IN ON TYPICAL SHURER ELEYATION, 3. �2 IS USED y//ryy0 H.V. LACKS): LOL00NC RODS ARE NOT REWIRED AT URRICANE POSITIOMANDATORY coNprnck- N, BUT MAY BE USED IF DESIRED— TO ENHANOE SHUTTER PERFO MANCE LOCKING RODS l` OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICdWE POSITION). • ONE FiV LOCK ® SHALL BE USED AT CORNER CEN061ATES FOR AND INSTALLATIO Y E E LOCK, ATTACHED TO ® CORNER cENTERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP dt BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERNPIED-AS PER SCHEDULES SHOWN ON SHEET 12. 5. MAXES ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST TIONS AT ANY ELEVATION. AL ERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0-200/4' S.S. THUMBSCREW TO 0 OR ® CENTERMATES SHALL BE MADE W/ 1/4 0-20x3/4' ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET S. 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 CEHTERMATES: 1. 0�ONE ALTERNATE W'F' LOCK MAY BE INS 0 IN LIEU OF HV LOCKS ® OR FOR ANY SPAN AND STA11A'NO A7 ANY ELEVATION. ALT HATE LOCK 7��II,IjAFAY B£ USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT 0 INCLUDES USING REINFORCE G LOCKER R�7J AS SHOWN ON SIMON HYG, SHEET 0, WHICH MUST BE CONNECTED TO CENTERMATES ® AND W/ 1/4 0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/B'0 x 3/32' VANGNur OR LNER MAXIMUM ABOVE DBEL WIMIDSPANS SEOFM LOCKING RODS 0 TOP AND 13DTOM I MAN8' RNNUT. LOCK MAY BE INSTALLED DATORY ATORYPµ OR 12' IMATE *NOTES QN HD LOCKS A ENTERMATES: 1. 10 W/ HD CEUMMATES aR W/ £? : ON£ ALTERNATE NO LOCK ® MAYBE USED IN UEU OF HV LOCKS 4j OR FOR ANY SPAN AND INSTALLATIONS AT LOCK ATEACKWENT OF HD LocK ANY ELEVVHAMON. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE REINFORCEMENT RI NSERTQj AS SHOWN ON SEL'HONS HD9--INB AND HOC- C, SHEET 30.BLOCK MAY BE INSTDALIED AT uOsPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ® IS COMPLETELY OPTIONAL F.B.C.(Hon High Velocity Hurricane Zone) ...... � . •era. 4{ i ..: ` • '. „ '• ' I /LIE C O f N L:. A■ S. ■ . American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beach, FL 33407 Phone: (B00)432-2204 Faz: (56t)209-8380 O 2008 EASTERN METAL SUPPLY, INC. TM BERTHA HV Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY e355 N.w. Seth. St. St.. 3oa vaeaNu aamTRs, TLvaw 331ee Phone 1 (305)671-1530 . Fu : (305)071-1531 e- 1a INecaeaa.cnm EB-OOD8718 WADER A W.UT Jr. P.E RDRIDA Ue. 1 u167 iEV. No DESCMPDOR GATE DRAWN BY: N.cN. t OLD OS-364 W/J3/05 DATE: 07/25/09 2 DRAWING No I -+' OS��Z ; ' LC� !' �•7A '}' FF�4l 'ti•` P.E. S6CC St6)dA */DATE 3 a SHEET e 5 E. QA HV WALL HEADER INSTALLATION IX. ®+ w POURED CONCRETE OR CONCRETE BLOCK REQUIRED 1 4HINEOx35�/� S. CONCRETE ANCHORS—. CONCRETE ANCHORS SEE SCHEDULE ON (SEE SCHEDULE ON W/ 1/4'-20 SHEET 13) SHEET 13) NUTS O 12' O.C. r14n. EQ, E 1 4-20x3/4' S.S. WE SCREWS E Min. O USING 1/4'-20 NUTS 1/ - - 19 e 72' O.C. } 5 13 On / .- r.257' Msx. - .2s7• Max. OPTIONAL 11 I �PRONAL I I I i f7:ISMTC I MIN. SEPARATION TO CLASS HEDN (SEE SCULE OSHEET 12) 1 VS MIN. SEPARATION TO G S' --V GAS -(SEE SCHEDULE ON SHEET 12) tj 1 I ©HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION MIN. SEPARATION TO CLASS m � 1 l I } i705TING��—(SEE SCHEDULE ON SHEET 12) i I 1 MIN. SEPARATION 70 GLASS -(SEE SCHEDULE ON SHEET 12) t li i CLASS I 1�• OPTIONAL 1 N 1 1/4. OPTIONAL i, I r1/4' Max E. _ - - Msx. 13 oR O i /2. - - LED - Dq Q1' EQ 1/4•m-20x3/4' S.S. M'a• 7 j QaR 1 B E E0 PNILLIPS TRUSS HEAD MACHINE SCREWS USING CONCRETE ANCHORS 1/4'e-20x3/4' S.S. PHIWPS TRUSS HEAD MACHINE SCREWS / 1' MIA. 1/4'-20 NITS m 12' O.C. POURED CDNCRE[E (SEE SCHEDULE ON SHEET 13) W/ t/4'-20 NUTS O 12' O.C. POURED CONCRETE J OR CONCRETE BLOCK NCRt7E ANCHORS OR CONCRETE BLOCK REOUIRED WALL REQUIRED pO HV WALL SILL INSTALLATION (SEE SCHEDULE ON F HV WALL SILL INTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS: INSTALLATION DETAILS W / 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY • E. D. - EDGE DISTANCE SEE UM ADONS OF USE FOR (SEE SPECIFICATIONS ON SHEET 14) 1TUDE 8 ON SHEEr 25 1 HV 'BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. i , F.B.C.(Non High Velocity Hurricane Zone) 02008 EASTERN METAL SUPPLY, INC. BERTHA HV TM rTTIECO M A S S A ;7 : =_ ( ■ ■ ■ ■ Accordion Shutter System •; American Shutter Systems TIWT TESTING Et ENGINEERING COMPANY 4EV. 11 DESCRIPRON DATE DRAWN 1Y1 M.Gv./TY./LO 1 a1n 05-3E4 o7/u/oe DAM- 07/25/0e �~ V N.W. 3&A. St- St& SM. V Wu MOM. FWAIDA 33156 Association, Inc. 2 DRAWING NO Phone : (305)671-1530 . Fax : (305)671-1531 Nlecoeaol.eam aEe-o0067im 4268 West Floods Drive West Palm Beach. FL 33407 c �.. 3 4 _•&' I- I�/�•.r, '•,:. ._' WALTER A. DLLIT Jr. P.E. Phone: (500)432-2204 . Fax: (561)209-8380 08-152 6 H 0 2 P.E. SEAL/SIGNATURE/DATE FLORDA Ue (! 44I67 6 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET It) M'5DGE- IF PPLICABLE m 1 1) OR l3 OR 15 . ma/ 5 E OR ®� ( aSKnze sA0L9O& Aj © HV CEILING INSTALLATION � I : Lmt. uANGroR � i T 12) to au» EXISTING CLASS i 0 1 ® —3 /14x3/4' HEX HEAD I� ' TEK SCREWS O 9' O.C. 1 CONCRETE ANCHORS pp OR 1/4'e-20 S.S. M,S. (SEE SCHEDULE ON d ro I OR ®� fAOg t�E9 aEm�1� 07 L mN ALT'FRNA i i ANCHOR LOCATION j10X3/4' HEX WASHER HEAD I 3/9 LON iEK SCREWS a 12 Q.C. 3/5 u CONCRETE ANCHORS 'r (SEE SCHEDULE ON SHEET 14) 1/2 I' + ETNiE OF ABLE _ 0. 0 IF APP�LICABBLE NO'■ •�: �► HEX WASHER SCREWS O .D.S. 9 EDGE OF WRE.QUIREDFLAT SLAB IF APPLICABLE CRLI ANCHORS (SEE SCHEDULE ON SHEET 15) Q HV WALK —OVER INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON7' SHEET 15) W/ NUT O 9 O.C. SHEET 15) — A*---___. �M- 8 /14x3/4' F.H. S.D.S. 1/2' 1' O 9' O.C. EDGE OF SEE NOTE 13(6) POURED CONCRETE ON SHEET 1 7/BPB� E ANCHORS OR CONCRETE BLOCK Vr••V••� CONCRETE') REQUIRED J HV RAINGUAR NOTE FOR T . 1- SEE SHEET 4 FOR TYPICAL SHUTTER �ItMOULNTINC SECTIONS CAN BE COMEIR IN ANY WAY TO SUIT ANY INSTALLATION. .D - POURED (ANGAEIE (SEE HEDULE ON REQUIRED OR CONCRETE BLDCH sHEEr +s) O HV REQUIRED WALL WALK —OVER INSTALLARM (g) HV WALL FLOOR INSTALLATION INSTALLATION DETAILS. W/ TI N NMI oHE E. D. ©GE DISTANCE oABLEWHENPRMD CHV BLADE ADJACENT TO AN OPERABLE EXIT • SEE U4,QATI INS OF (SEE SPECIFICATIONS ON SHEET 14) OR ENTRANCE BLADE ILIA ON SHEET 2US8E FOR F.B.C. Non High Velocity Hurricane Zone 02008 EASTERN METAL SUPPLY, INC, Sc, BERTHA HVTM -• `- •. r, 11 L E C 4 �N�. A. ■ ■ ■ Accordion Shutter System ; x.; r". 44167, American Shutter Systems i1LLlT TESTING k ENGINEERING COMPANY REV. N. o1sCR PT10H DATE DRAWN eY: aAV. v 1 0tn 05-304 " a7/73/as DATE 07/25/08 - , u 6333 H.W. 36Lh, III., 514, 303. NROOM r/BDENS. FIDWDA 3316E (3D3)671-1S30 . Fox Phon• : : (JDS)071-1571 AS$QClatian, Inc. 4268 West Road. Orive 2 DRAWING No �$� ''• �v'`. IRE. 3 .-m.I1: Ultx�.exor.00m EB-0006711) West Palm Beach, FL 33407 Q Ova �� 4 -� > WALTER A liWT Jr. P.E. Phone: (800)432-2204 Fox: (581)209-8380 S SHEET . -r -� SEAjjk'1ATURE/DATE FLORIDA Lk. 0 41167 7 OF 28 6 1 `f' INSTALLATIONS W/Cl)HV SEE NOTES ATE ON LOCKING R005 ®, Hv LACKSAND ALTERN® a 5. I N r-E70STNa GLASS * BADE SUCK OETAX HVF IS AIAW LOCK 0 ONSFOR ALL OUT 90 BLADE W HV CE TE MATES IEN,ERIATES APP°DATIGN WITM 6LAOEo 1 °"®°"©• 7Q«©«10 •�3 a+ R SEE END WALL CONNECTI01 10 + as EXISTING class ILS ON SHELIS I I k' 2-d2'Kt/6'e0'-S I O` ®« ®' ©« 19 • 1/+• 7• 6 1/2' T (60er Te Au°q ALUM. ANGLE W/(2) 1/4'0 TAPCON AHCNSR. To CONCRETE I OPPOSING SYMMETRYCAL 1/2' C TER ES CENTERMATES MIN. EPPRA7ION --� (4)/lOx1/2' op/e FOOTU E T CLASS �1 xOC• FULL LENCHT. C W � HV LOCK o O�f( CHE ULE AT EACH ANCIE.I (T1P) C I \{ @ a rJ�y-i 35 * IN aN "EEF l2) /�L� ------------Ih.---� r-'-r'------r--------,r�aE--r--'-_—'_ 1 /2- . 10 •] o, ® ©e.®m©+O«®7110 •�°s O oti ® OUT ®a * HVA VQ 1©« a©•Q7m®m1Q+®« POURED CONCRETE OR ASS GL0REU 0OCR BLOCK WALL D — EXISTING EM71 SYMMETRICAL * , N 7O 7 ` r MIN' 8 + 8 « 19 + —« 19 • 5 Js O O© O® CENTERMATES 6 W/ V LOCK ¢6) oPnDNAL H� GLASToN 5 • 8 « 1 . 8 m g . « i0 GLASS O© O O® (SEE SCHEDULE 5 ON SHEET 14) Ir MIN. SEPARATIONTNI ® a ®* (INTERIOR 8 • 8 oe 9 • 3 « 9 • 5 O -- TO GLASS OPTIONAL (SEE SCHEDULE ON SHEET 12) (INTERIOR) 0 U T __--_---_-- --- - - + _—_—_—_IAK —_---_---- CONCRETE - _ -- 1 ANCHORS O -- -'----- ---�� CC��77 I6' D.C. 3 VARIES 3 N of I NO It °' *� �' ® a � OUT 6 1/2" MAX, SUCK (EXTERIOR) "`t��YY HVE HVF** OUT �I HVD F.B.C.(Non High Velocity Hurricane Zone • = `�,r,1 Tjr j ,: 02000 EASTERN METAL SUPPLY; ING. BERTHA HV TM ; Accorion shutter System4Y- ; tL EC ON . A A.S.S.A. S A■ y American Shutter Systems AiS Assoelatlon. Ina TILLIT TESTING k ENGINEERING COMPANY 1333 M.W. deft et, s 305, Ytll M WiOFPS, nMOA 331e5 REV. R. DESCRIPTION DAIS DRAWN. sr: M.C.V./LO. 1 otA 07-3ef o1/xs/W DATE: 07/25/°6 Z DRAWING No 08-152 .,.41r. L_ c.?- .•: (705)671-1570 . Fae : (305)671-15SI o-maEa- 67101.com 426a West Roads Ddve West Palm Beach, FL 33407 � I'h• fl,m.IrQnet_o' = 4 P.E. SEAL/STGAil791 WALTER A. 71 t Jr. P.E. FLORIDA u`' 0 14167 Phone; (800)432-2204 . Fox: (561)200-8380 8 N 6 /DATE OF 2 1�uT 90 rl OOSTINC GLASS IN ll BLADE OSLACK DETAIL HVF, INDICATED ON SHEET 8. AS WELL AS UNIVERSAL FLOATING BLADE ® DETAIL H00-HVD , Qa�aa ©t Om $�6610 413w INDICATED ON 5HEET 10, MAY BE US2D WITH THIS ALTERNATE TO.©�©•®�®•©� IN5YAlJ-ATION DETAIL FNG SHOWN IN THIS SHE01 ET. O.O �$ ®a Q♦ �0e®• ®ae 20 1 i 80• ®°^ �• ®��• � SEE END CONNECTION DETAILS ON SHEETS i i k (8 l� LO C ALUM_ ANGLE W x 1 APCON /N O CTONCRETE 1/2• —_—_—__.___..._____—_____—___—__.___—_— , �T (TOP/BOTTOM)k (4)/10.1/2• S.MS. TO TUBE f AT EACH ANGLE. (TYP) 110+3/4- S.M.S. O t2• O.C. FULL LENGHT ' *' 30 HV "T•' 1 N 30*HV "T" MINTOS GLASS ION 5 3 LOCK (INSIDE) 1 3 LOCK (INSIDE) (SEE SCHEDULE ON SHEET 12) 5 1 28 t 29 2• 5 35 OUT 2 —1/4" 0-20 x 1 1/2" S.S.M.S. S�7 NYLON SCREW HEADW/ 7/8"0 x 3/32" WINGNUT.SEE NOTE 6 FOR HV LOCK ®, @HV "T" LOCK (OUTSIDE) 26 1/4" 0-20 x 1" S.S.M.S�0*HV "T" LOCK (OUTSIDE) W/1 /4" 0 x 5/8" RIVNUT t. •r• LOCK, ON SHEET 5. { 1 SERIES 9444 ALUMINUM HVG* ' (2024-73 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART / 0820. ' AS MANUFACTURED BY AVDEL CHERRY M(TORN, PARSIPPENY, NEW JERSEY D7054 OR EQUAL F.B.C. Hon High Velocity Hurricane Zone 02008 EASTERN METAL SUPPLY, INC. TM BERTHA HV -��..._..,� 11 L 1 E C O A■S■S■A■ Accordion Shutter System .t{_ �� ; ^': LNG. T)LLIT TESTING & ENGINEERING COMPANY 11V. N. DCSCRIPNON DATE DRAWN B/: M.a.V. Q. r a " ••. - - - American Shutter Systems , OLD m-1as aT/73/a9 DATE: 07/28/DB �' 63aa N.W. ]aN. sl. sl. sm, Ns6e6A av:6Ess, rwmM 3S1as Phona (505)871-1530 . Fa. i (305)e71—IS31 Association, Inc. 4268 West Roads Drive x DRAWING No h r •. 3 - a—motl: Ntea6oaol.eam �fJr. West Palm Beach• FL 33407 Phone: (8c0)432-2204 . Fa.: (561)209-8380 08-152 4 -- SHEET 9 OF 28 P.E. gtZiSIGNATURE/DATE wµ A PZ FLORIDATELk. / 441aT e SEE END WALL CONNE09N DETAILS ON SHEETS t I do 20 N r EXISTING CLASS OUT s� INSTALLATION I HV BLADE ©�®�©•O^�O^^ID •©� W/ HD _CENTERMATES ©•®O1 �•®°�^•��_ EXISTING CUSS lJ _.. _--__ _r ___— — —— zu•xue•.o'_z. i 3$ (soe3—Ta ALLPn ALUM. ' i! ANGLE W/ (2) 11CO ' MIN. SEPARATION TO GLASS (ppOO ) 4 TAPCON ANCHORS TO 110 N 3/4• s.MS. 0 12• (SEE SCHEOULE ON SHEET 12) ;ONCRETE (TOP/80TM O,C, & (4) /14yt/2' s.M.s. I (4) H.V. I'v (4) H.V, TO TWE A EACHR PINS (TYP.) 4 g7a•1 \ 8 1/2' PINS (TM.) G:•l !e2 4a4 I_Eil(IU1LIr��ll�l JiY * SEE NOTES ON LOCKING RODS ® k HD ® LOCKS ON SHEET 5 ** UNIVERSAL FLOATING BLAOE(DOETAIL HOD—HVO 15 VALID FOR ALL CENTERMATES APPLICATIONS WITH BLADE 7Q HDD—NVD** A (OPTIONAL) HDC—HVC SYMMETRICAL HD CENTERMATES W/ Q• LOCK (INTERIOR) F.B.0 -.�" a lu ASS A • • n,—.: TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems _ 3 N.N. 3oa,. SL. 514. 303. V MNA aMDENS, nj0i A 331ee Association, Inc. Q Ph— : (305)871-1530 . Fay 1 (305)871-1531 EB—OOD80057leol.eom19 426B West Roads Drive West Palm Beach, FL 33407 WALTER A 1i11T Jr. P.E. Phone: (600)432-2204 Fal,: (561)209-8390 P.E. SEA�%S[GNA'R1RE/DATE FLORIDA U�. 441s7 lH 2O05 EASTERN MIT& SUPPLY, INC. BERTHA HVT" Accordion Shutter Systen to DESCWTIDN DATE o9AWN W, M.C-v-A OLD 05-3e4 07/23/08 UNU 07/25/0 DRAWING No 08-152 RED CONCRETE POURED CONCRETE POURED CONCRETEAll RUCONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REgUIRFD BLOCK WALL REQUIREDLOCK WALL REQUIRED REQUIRED TEXISTING CLASS1 EXISTING GLASS CONGA ANCHOR '�"' ) EXISTING GLA•'�.. �IXISRNC C1A55 I _ _ _ ( O 16' O.C. AqN. gppRATICy �2" MIN. TO CLASS ( E MH. SEPARATION MIN. SEPARATION MIN. SEPARATION SCHETM TO CLASS (SEE 10 GUTS (SEE E EQ TO OASS (SEE 12 FOR mAOE(Dmo SCfDAE ON SHEETSCHEDULE ON SHEET 1/16.0- MAX. ON SHEET 2a FUR 12 FOR RADE(DAND1 EBl,�WEm t2 FOR BLADE m AND (6063-T6) CONT. BfADES� 9 ON SHEET 28 FOR 1/2' 1N SLEET DE FTR (LOCATE AT ON BViSHEET EO& FOR PLATE. CLOSER (LOCATE 1A. / \ B ADESm& G) j--� BIIDESmR QII EITHER SIDE i AT EITHERSO; MIN O(I } USE 1' OR 2" MAX. I 1/2" MIN. mp 01Qxl/2-S.M.S. I (AS ALUMINUM BLE)ANGLE KID -2 #10xI/2' S.M.S. _ _ _ O 16. O.C. _ _ _ ALUMINUM CUP ANGLE O 16' O.C. 4 ` (1) JIOa ALLOY) AT MIOHFIGHT 4 p) ji0x1/z' S.M.S. ro©& (2)1/4.0 TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT - 5 S DE CONNECTION OR & EITHER SIOE OF (D ) / 1 OR ®� t OR & SEE DETAIL X FOR OR ®• TO TRACKS 6 • 7 « 8 0 • SEE DETAIL X FO 4 SIDE CONNECTION °A�«� 0 0 �« « 6 • 7 « B 10 «0. 8.0« 8 «�•y�« TO TRACKS « « 6 . 7 «8 D • 1 SIDE TOTRACKS l: ®•O•®«©•p•®« ©•p.©«©.p•®« 60•®«® ©«@•® 60 DETAIL®«® ' 2 END CONNECTION DETAIL Q END CONNECTION DETAIL END CONNEC11014 DETAIL(CTION A REQUIRED ONLY FOR SPANS GREATER THAN 12'-O' POURED CONCRETE OR — — �Fa05TINC ClAS / G CONCRETE BLOCK WALL ANC 4 4' REDUIRED fyr- ON 1 �(SHET LAN. SFP TION DTo GLASS j1—_____ I'] OR®DR(BOR 12 (DAND CONe ETE I/2- MIN. SCHEDULE ON __ _____ __ ---- ON a FOR ANCHOR O 12 FOR BLADE AND 4 r J CONCRETE 12' D.C. ON SHEET t S MA06 ®�& ----- - ANCHOR O q I O.C. _ .__ 1/2 MIN. _ r-.! a I 2 4111ji_ _ _ --- EO B OR®CROR 2' IN, 2" MIN' O BEE E 1 AONNSHEEfU28 FOR @OR©OR(g.(@ CIE ._L 5 OR (W PI..AN DETAIL X t OR & «©•T« a too•®- POURED CONCRETE OR O 6 7« a0«+D •®« , .�®«©, ®«p•®« REQUIRED N INS ALL ION CONCRETE BLOCK WALL 1oa «®• p•®« ©•07 •©«©•O•®« 1 HV, BLADE OR qA HV WINDOW BLADE INTO B 7•©'©• CONCRETE OR CONCRETE $LOCK WALL AND CONNECTION DETAIL 5� C•6«0 @a®'O ® F.B.C.Mon High Velocity Hurricane Zone 62006 EASTERN METAL SUPPLY, INC. �" •••. BERTHA HVTM L E C 0 It 7m,. A►■ S ■.S ■ A ■ Accordion Shutter System f7i Americon Shutter stems Ev. N. DESCRIPTION DATE MWN Im LL V .P r - w N.W. TESTING do ENGINEERING COMPANY I OLD D8-3a4 at/u/oa DATE: 07/25 O8 .�, _, ,^- 0a N.W. 3NA. 5L, SIA. 3a5, WRaNIA GRDENA RnMW 33196 ASS100IOttOn, Inc.rIC '� Phon• : (305)67I-1530 . Fax : (305)871-1531 4268 West Roads Drive DRAWING No • _a : blt cog,;.. West Polm Beach, FL 33407 3 �<•�`Ep�;g,':NJilifr Es-0008711 08-152 %i• >w•t•ti`� WALTER A. TILUr Jr. P,E, Phone: (800)432-2204 . Fax: (561)209-8380 4 �' �• ;+� �� FLORIDA U.. 1 44167 a SHEET P.E. SEAi1GiJATURI /DATE a 11 or 28 118111111 MAXIMUM SHUTTER SPAN* "L+" OR "L-" ((l.). FOR INSTALLATIONS W/ CENTpRMATES. ® & ®Of or W/ ONE H.V. LOCK ®or ®or or HD LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV "T" LOCK ® W/TWO LOCKING RODS ® TOP & RoTrom ISEENOTE MAXONM aEs17I LOA6 CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CEIUNG MOUNTING L + L- 01) L + (IQ L - (A) 30 OR LESS 16'-0' 16'-O" 16'-0" 16-0' 14'-10' 14'-10' IS'-2' 16'-0' 13'-10" 13'-f0' 14'-2' 15'-2"13'-I" 13'-1'12'-5" 12'-5' 12'-8" 13'-7' P 11'-10" 1t'-10' 12'-1" 12'-it" i'1'-4' 1 V-4' 11'-7'10'-10" 10'-10, 1t'-1"to'-6" 10'-6' 10'-9- 1 11-5' 75 to'-1" 10'-1' IW-4' 11'-l' 80 9'-10, 9'-10" 10'-O' 10'-9' 85 9'-8' 9'-V 9'-9' to'-5' 90 9-3" 9'-3• 1 9-5" 10'-I• 95 9'-0' 8'-9' W-2" 9'-10' - 100 B'-9" 8'-4" 9'-0' 9'-7' B'-7' 7'-11' 9'-4 110 1 B'-,r 7'-7' 8'-7' 0'-2' W-2" 7'-3 120 6'-0' B'-11' W-2' 8'-a. 125 7'-10" 6'-e' 8'-0" 8'-5" 130 7'-B' 6'-5" 7'-10' B'-I' 135 7'-7" B'-2" 7'-e' 7'-9' 140 7'-5' 5'-11' 7'-7- 7'-8' 145 7'-3- 5'-9' 7'-5" 7--3- ISO 7'-2" 6'-7" 7'-4- 7'-0- 155 7'-D' 5'-5' 7'-2' W-9" 160 6'-11" 5'-2' 7'-1' 6'-7' 165 6'-10" 5'-1' 7'-0' 6'-4' 170 175 180 6'-S' 4'-8' W-8' 5'-10' 185 6'-5' 4'-6" 6'-7' 5'-8" ISO ' 6'-4' 4'-5" 195 t W-3' 4'-3' 200 1 W-2' 4'-2" 6'-4" 5'-3" 205 1 '-1' 1 4'-1' 1 6'-3' 5'-1" I MAXIMUM SHUTTER SPAN* 'L+" OR 'L-" ((t.) FOR CENTER �k INSTALLATO�Gor ONE HV LOCW/ NO LA (SEE NOTE t) M L61D (P.a1.) (+ OR -1 CONCRETE & WOOD IN6TALLAnous WALL MOUNTING & FLOOR/CEIUNG MOUNTING L+ 313 35 14'-IW 14'-10' 40 13'-1o' 13-10' 45 13'-1" 13'-1- 50 12'-5' 12'-5' 55 11'-10" IV-10' 60 1 V-4' 1 V-4' 65 10-10" 10'-10" 70 10'-6' 10'-B' 75 10'-1' 10'-1" 80 0'-t0' W-10' 85 9'-6' 9'-6' 90 9'-3' 95 100 W-9' 8'-4" 105 8'-7" 7'-I1' 110 8'-4" 7'-7- 115 8'-2' 7'-3' 120 7'-7' 6'-2'' 7'-5" 5'-11" i4s7'-3' d4O 1'-9' ISO 77''--e2'' SW'--75" 7'-D' 5'-5' 6'-11' 5'-2" 165 6'-10' 5'-t' 170 175 B'-7" ISO B'-4' V-5' 195 6'-3" C-3' _ 200 6'-2' 4'-2' 205 e'-t' 4'-t" INSTALLATION LEGEND CONCRETE & WOOD MANSORY WALL A. B. C. D. E. M, N, 0, P, Q, MOUNTING F, K & L R, S. & V. FLOOR/CEILING G, H. I & J T. U. W & X MOUNTING ♦ MAXIMUM SHUTTER SPAN 'L+- OR 'L-' FOR INSTALLATIONS INTO -WOOD SHALL BE LIMITED TO 105 +st. DESIGN LOAD. t HV CORNER CENTERMATE 13 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 82 NOTE #5, SHEET 5, WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 4„ O HV BLADE TIWT TESTING & ENGINEERING COMPANY ' N.W. 30th. SL, St, Ms. MGM CAeafRS, RGWDA 331" Phone : (305)871-1530 . Fax : (305)871-1531 epe NI,00719 ; TL718 WALTER"A 11A.11' Jr. P.E. P.E. 5EA/L%5{�t3AjU-&E'f DATE EwRmA U. / aa167 • 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/8OTTOM) OR FLOOR/CEIUNG: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN %4" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE, FINAL MAXI UM ALLOWABLE SPAN IS EQUAL TO THE IM NIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEUNG MOUNTINGS: FOR A GNEN 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-- MAX, SPAN FOR WALL MOUNTING INSTALLATIONS L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "1.1+", 'L2+ 'LI-' AND "L2-' (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 61M A.S.S.A. American Shutter Systems Association, Inc. 4263 West Roads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 (Non Nigh Velocity Hurricane Zane) m 2003 EASTERN METAL SUPPLY, INC. 13ERTHA HV.. Accordion Shutter System DRAWING NO .I 08-152 V P,E' ft4iolOkiR D IL ECOINC. TILLIT TESTING k ENGINEERING COMPANY 53 N.W. 34Dt 51, Sb. 30. V1MMNM a/ADa1A FLasloA 33160 Phone (305)871-1530 . Fox : (305)871-1531 .—moD: N1eCo0oel.com W-0009719 wALn:N A. nun ar. P.E- FLMDA Da If 44167 A.S.S.A. American Shutter Systems Association. Inc. 4258 West Roods Drive West Palm Beach, FL 33407 Phone: (800)432-22D4 . Fox: (581)209-8380 ♦ SEE LM AnONS OF USE FOR BL40E � ON SHEET 28 ligh Velocity Hurricane Zone) ® 2008 EASTERN METH. SUPPLY, INC. BERTHA HV TM Accordion Shutter System 05-354 DRAWING No 08--152 ANCHORS SPACING lFnFND MAXIMUM DESIGN PRESSURE RATING (R,s.f) AND CORRESPONDING MAXIMUM_ANCHOW �.11 SPACING (in) SCHEDULE FOR A GIVEN MAX SH(n�R SPAN, DESIGN NEGATIVE LOAD AND A CORRESPONDING 6MOUNTING TYPE FOR QQNCREJE & CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS E. G. & H ON SHEETS 6 & 7). 0 CEILING MOUNTING '-01,00 t ®' �' i➢i�®m��m 7=000 �a Imm A '-M �ai®mv�ovommmror�orr•�r�m©mvormrmv �@0r� rmonrn@mr�rmvororm®�00000 ®mr�r�vvom@mr700r1�4�@mrr�nnrmor ®m i�t>ainvvom@mv vv© �m®miEao® mmmovv�rosm��onnaoirnmmrnivvo® m@movnonm®monruriv�n@mvonr�lo arlmi�vvvo©mmim�anuv©v ®mm[uo>vv©g m@mv�■r�n ' m@mnavva®�@rnlEavvom �mm00000 �®m00000 ®m °�. 0000 oror�QQrn@�' 00®t�rmrr�@mrra®®©0 ®KE9321@�' mmaavca ' or�ai@¢>,vvvoQmmmvum©® ®m00 r©rmm@mr�vorl�v®®�' 0000® mrarurav®QQmi®�' 000®®mmmrmm©®ra @@p E]E�R�Qlm0E�0[i10QJ®m0#00® ®�®®0©QQQ®@m!<7FE>rE�iIf�1QfL!@mOE�iR�© if#m00@DQmmmOa�.,a,IQiL�@mOm©Q0� fD@II7E10n©Q@@Q7000QQ@mQ1000©0 ��i�®��®OQQQ�@mrmmrmrotQrra��OrmmQr� mov®QQm®mommvom@mo®©aa m00r©QQ>�@m00000 mmmr�rmn rvira Qm@000©QQm¢a'�rv®®®QO �®00®r�Qro�i rammig�ra Ern@�0�©QQmmQO©OQ� m@Ql 13�iQQL7@®OE�f�OQQ@®0EJ®@Qd �mm®®oQQQmmnm©©ov�amr�©o©Qo mm�-- itEavQQQair®worm®�amr�o®m®Qv. mm m�rrQQQr�mpm®urmm ammmorr�oQiv ®®®p �m ��0000 ®0000 m®Q=E7��OO ®OD�OQQQ®Q�[-�3®®QQa�OOD®QQQ m@m v QQm®®• QQa®vv®oQQo mm®Qoii�iQQm@m�gimmmmmmmmmmm �m�v�aivvoo� mmmmmmmmmmm m>®mQvaQQm@moQOQQm@omQOQv 00 OOQQQ@0[ifdOr�0000®QO QO �mmQ1v000Qr��t�Q m@mmmmmmmmm i�iQraQQo® ®Q aittaQQm®®aQOQa, QQQ�v©QQ�Qv P.E. *SPECIFICATIONS ON ANCHOR REQUIREMENTS' POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS To WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCREM (Ym. 1'. - 3 10.0 1/4'• TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. RAMSET/ RED WPM 1/4•• X 3/4• ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED OV ALL POINTS SCREW, BOLT & SPEOALTY COMPAHL - 1/4'0 WEDGE -BOLT ANCHORS AS MANUFACTURED NT POWERS FASTENING, INC. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCDN ANCHORS 15 1 3/47• AND 2- FOR WEDGE -BOLT ANCHORS A2) MDBMUU FLREONETNT OF 1/4-8 X 3/4• ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8- INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERNTm. 1/4- 0-20 S.S. MACHINE SCREW USED SHALL BE 1 t/2' LONG WNNUM SHOULD STUCCO 005T. AND I' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PNE=t CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND OR THE DUSTING WALL OR FLOOR ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL KNIVES. ANCHORAGE SHAM. BE AS INDICATED ON NOTE54-I) & A2) ABOVE. FOR INSTALLATIONS ON VINYL WDINO OR EFS CONSULT 743 ENGINEER. (a) TO EKRRNO CONCRETE a= WALL• t/4'4 TAPCON ANCHORS• AS LUINUFACTURM BY LT.W. RAISET/ RED HEM. 1/4'0 X 3/4- ALL POINTS SOLID-SEr ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECULLTY CCMPANY. - 1/4.0 WEDGE -BOLT W/ 1/4'd BLOCK -PLUG ANCHORS AS MANUFACTURED ae POWERS FASTENING- INC. NOTES: im) MINIMUM ELmam NT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS. IS 1 I/r. B.2) MINIMUM ENBEDMEM OF 1/4-• X 3/4- ALL POINTS SDUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED IN10 THE CONCREE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMMED. 1/4- 11-30 9.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD SIUCCD EXIST. AND I' MINIMUM FOR WALLS WRH NO STUCCO. 0.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE ETsTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINSHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 9.1) & 8.2) ABOVE FOR INSTALLATIONS ON Va07. SONGOR DFU CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING FOR ANCHORS MAIDAIUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2' EDGE DISTANCE FOR 1/4'• TAPCON AND SOLID SET AND WEDGE -BOLT FOR E. 0. LESS THAN THE ABOVE MENTIONED. REDUCE ANCHOR SPACING BY MULTIPLYINO SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE Wn. E. D. FOR ALL POINT SOLID SET ANCHORS 15 3). REDUCED SPACING OBTAINED USING FACTOR SHALL. NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. O. FACTOR WEDGE -BOLT 1/40 TAPCON SCUD SET I1Q1 SPACM - r MTL SPACM - r 1aN. SPAaNO - 33' 0.83 0.86 �212 0.50 - 1 HV BLADE OR n HV BLADE Wf 1 HV WINDOW BLADE WORKING IN UNISON ZML EC -0, N. TILLIT TESTING & ENGINEERING COMPANY 55 H.W. 36Ux St, St.. 303, VRf4�n. A GARDENS. FLORIDA MIGe Phon• : (305)871-1530 . FL.: (30S)871-1531 rmDO: Nt—fto.cem EB-0008719 WALTER A TILIJT Jr. P.C. FLORIDA Lit. / 44167 • SEE LI ATIONS OF USE FOR BLADE ON SHEET 26 F.B.C.(Non High Velocity Hurricane ® 2003 EASTERN METAL. SUPPLY, INC. A.S.S.A. American Shutter Systems Association. Inc. 4255 West ROade Drive West Palm Beech. FL 33407 Phase: (800)432-2204 . FOX: (561)205-8380 BERTHA HV TLI I Accordion Shutter System 03-364 DRAWING No 08-152 A•N HOR5 SWIle I eovoo uA IMIJM DESIGN PRESSURE RATING (p s f ) AND COREESPONDING MAXIMUM ANCHOR* T^�0H SPAGING Co) SCHEDULE FOR A GIVEN bdAX SHUTTER SPAN, DESIGN NEGATIVE LOAD Au Palms sow-sLT AND A GORRESPONQING 6!QUNTING PE FOR CONCRETE 3 GONGRUE BLOC IN A ALL SIGNS TYPE wEDce-eau (SEE MOUNTINGS 1, J. I( & L ON SHEET 7). POURED CONCRETE POURED CONCRETE CONCRETE -BLOCK WALK OVER MOUNTING _• _ -QRAINGUARO MOUNTING ©WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING N M1) SPAN (a) XLGATAE OF90X ILNe (ptQ •• KGATNE OE9G1 ION (Mf) NEWK 1Rs N LOM (WQ 19EGAME DBIGN LAD (Wf) 30 10 60 75 90 120 160 205 30 10 60 75 90 1P0 160 205 JO 40 60 75 90 = 160 205 30 40 0 75 901120116012051 14 12 10 8 8 8 8 8 12 72 12 12 12 tf 8 8 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 J'-0' 14 72 f0 9 8 8 6 6 12 12 12 }2 12 12 8.5 7 7 7 '7 7 7 7 7 7 5 5 9 S 5 5 5 5 OR LESS f4 12 10 8 8 8 B 6 12 12 f2 12 12- 12 12 10.5 7 7 7 7 7 7 7 7 5 5 5 6 5 5 5 5 14 12 10 9- 8 8 6 6 12 12 12 12 11 8 6 4.S 7 7 ) 7 •7 7 5.5 4.5 5 5 5 5 5 4.5 4'_p• Id 12 10 9 8 8 '8 3'. 12 12' 12 12 72 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 14 12 10 9 e e 6 6 72 12 12 12 12 12 10 8 7 T 7 7 7 7 7 7 5 t5l 5 5 5 5 5 I4 12 f0 9 8 8 6 6 f2 12 12 10.5 8.5 8.5 5 3.5 7 7 7 7 7 8 tl.3 .3 5 5 5 3 3 J.5 14 f2 f0 9 8 B 6 B 12 L2 12 12- 10 7.5 5.5 4 7 7 7 7 7 7 7 7 S'514 3'^0^ 12 IO fi 8 12 12 12 12 12 1f 8 &5 7 7 777 7 7 6.5 5 5 5 5 5 5 14 12 10 fi 6 12 12 f1 8.5 7 5.5 4 J 7 7 7 7 6.5 5 3.5 J 1& 5 5 5 5 5 4.5 J 8'-p• it 12 f0 8 6 12 12 12 10 8 8 4.5 3.5 7 7 7 7 7 7 7 7 5 9 9 5 5 5 5 5 14 I2 10 6 8 12 12 12 12 12 9 6.5 5 7 7 7 7 7 7 T 5.5 5 5 9 3 5 5 5 5 14 12 f0 9 6 6 12 72 9.5 7.5 6.5 4.5 3 - 7 7 7 7 5.5 4 J - 5 5 5 5 5 4 3- I4 12 10 6 6 12 12 12 8.5 7 5 4 J 7 7 7 1 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 19. 6 6 12 12 12 12 f0.3 tl 4.3 7 7 7 7 7 7 8 4 5 5 S 3 9 S S 4.5 I4 f2 f0 6 72 17 8 6.5 5.5 4 - 7 7 7 5 5 J-5 - - 5 5 5 8'-0' 14 72 10 6 - 12 105 7S 6 .5 - 7 7 7 7 7 7 7 4 5 S 5 5 5 5 5 5 6 - 12 12 12 9.5 8 6 5 4 7 7 7 7 7 7 S J 5 5 5 5 5 .5 tl 4 14 12 10 - - 12 11 7 8 5 ].5 ^ 7 7 6.5 5 4.5 3 - - 55 5 5 4.3 J - ^ 14 12 f0 8 - - 12 12 A A 5.5 4 J - 7 7 7 7 7 7 6 3 5b 5514 12 10 8 12 12 f2 9.5 B 6 4.5 3.5 7 7 7 7 7 6 4 - 5 5 5 5 5 5 4 J.5 14 12 10 8 8 8 - 12 10 6.5 5 4 J - - 7 7 6 4.5 4 J - - 3J 3 4.S 4 3 - - ID'-o• TS 12 10 9 8 B - - 12 I f &5 6 5 3.5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 4.5 12 10 9 8 8 12 12 fl6.5 7 5.5 4 J 7 7 7 7 7 5.5 3 - 5 5 5 5 S 5 4 J 12 f0 9 8 8 - - 12 9 6 4.5< J - - 7 7 5.6 4.5 J.5 - - - 5 5 5 4.5 J.511'-0' 12 f0 9 8 8 - 12 10 7 &5 45 3.5 - - 7 7 7 7 7 7 J.5 - 5 5 5 5 5 5 5 4 12 10 9 8 8 f2 12 f0 B 65 5 3.5 J 7 7 7 7 6.5 5 - - 5 5 5 5 5 5 J.5 [14 72 10 9 8 - - - if 8 &5 4 J.5 - - - 7 7 tl < J - - - 5 5 5 4 J -f2-0• 12 f0 9 B 2 9,56.5 5 4 J - - 7 7 7 7 7 8 3 - 5 S 5 3 5 5 4.3 J.S 12 10 9 B 12 12 9 7 e 4.5 J.5 - 7 7 7 7 6 4 - - 55 5 4.5 J.5 12 10 9 8 - - - iD 7.5 5 4 J - - - 7 7 <.5 3.5 J - - 554.53.53},7'_p^ 12 i0 9 8 - - - 11.5 B.5 6 4.5 J.5 J - - 7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 J.5 14 12 10 9 8 12 f2 8.5 J - 7 7 7 7 5.5 J.5 - - 5 S 5 5 9 4 J - 14 12 70 8 - - 9.5 7 0,5 - 7 8.5 4 ' 3.5 - - - 5 5 4. 3.5 - - - - 14'^O' 74 12 f0 9 - - 10.5 8 5.5 7 7 7 7 7 4 - 5 5 5 5 5 5 4 J 7a 12 f0 9 - - - 12 II.S 7.5 4 J 7 7 7 8.5 5.5 - - 5 5 tl 5 5 4 J 74 I2 10 6.5 4 - - - 7 8 1 J - - - - 5- 15'-0' 14 12 TO - - - - - 10 7.5 5 - K-- - 7 7 7 7 7 3.5 - - 5 5 514 12 f0 - - - - - 12 17 7 .5 - - 7 7 7 6 5 - - - 5 5 55 5 3.514 12 IO - - - - 6 4- - - 7 S.S J.5 3 - - - tl 5 J.5 f6'-0' 74 }2 709.5 7 4.5 - 7 7 7 7 6 J - - 5 5 5 5 5 6.5 J.5f4 12 10 - i2 10 6.5 .5 - - 7 7 7 5.5 4 - XCENS i.v. -c167 :. P.E. IL ECOINC. TILLIT TESTING & ENGINEERING COMPANY 55 N.W. ]sIN, sL, Ste. ]Os. WRem1.L GAN0f7'O, FLORIDA J71e6 Phone : (305)871-f530 . Fee : (305)871-f5J1 e-m0: NleCo0aal.com ES-D005719 WALTER A. 7111.1f Jr. P.C. FLORIDA Lic. P 44167 1Q HV BLADE S A.S.S.A. American Shutter Systems Association, Inc. 4268 West Roads Drive West Palm Beath. FL 33407 Phone: (600)432-2204 . Fax: (561)209-8300 (Mon High Velocity Hurricane Zone) 02008 FASTM?4 METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter System DRAWING No 48-152 DESIGN PRESSURE RATING (0 s f) AND Mfl/1lfYl VIYI LAI-JIVI\ MAXIMUM CORRESPONDING MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOB A GIVEN) MAX SHUTTER SPAN NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 18 & 19). !Z-� lJ B �EH3T RAT E SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G-0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD _ Uw � M(it) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT 7 WALL MOUNTINGS M,N,O&R FLOOR MOUNTINGS M,N,O&R FLOOR MOUNTINGS M,N,O&R FLOOR MOUNTINGS p.g�p W & X W & X W&ox NEGATIVE DESIGN LOAD (p.I). NEGATIVE DESIGN LOAD (If) NEGATIVE DESIGN LOAD (psO NEGATIVE DESIGN' LOAD (p41) NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psT) NEGATIVE DESIGN LOAD (P.0 30 4Il I 60 1 75 90 105 30 40 80 75 90 h OS 30 140. 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 05 31) 40 •60 75 90 05 30 40 60 75 90 05 -0- AR LESS 12 10 1 10 9 8 8 16 16 1 6 6 6 6 12 110 10 9 18 IS 16 6 6 16 16 6 12 10 L 10`19 18 8 6 6 b 6 6 6 6 5 4 4 4 3 4'-0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6Jr. 6 12 10 1019 8 8 6 8 6- 6 6 8 6 5 4 4 4 3 5'-0' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 1019 8 7 6 6 6 6 6 5 8 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5[12 10 10 9 8 5 6 6 6 .5 5 4.6 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 7'_0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 -6 6 6 5 4 3.5 6 5 4 4W-O" 12 10 10 7.5 4.5 3 6 6 6 5 4 3.5 10 10 6 3.5 - 6 6 5 .5 3.5 3 10 10 4 - - 6 6 5 .53.5 3 6 5 4 -9'-0"12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 10 9 4 - - 6 6 4.5 4 3 3 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 -10'-0" 12 10 7.5 4 -- 6 6 5 4 3 - 10 6 3 - 6 6 4 .5 3 - 10 3- - - 6 6 4 .5 3 _ 6 5 11 -0" 12 10 5.5 - - - 6 6 4.5 - - - 10 4.5 - - 6 5.5 3.5 - - - [12 10 - - - 6 5.56 512'-0" 12 10 4.5 - - - 6 6 4 - - - 10 3.5 - - - 6 5 3.5 - - - 10 - - - 6 5 3.5 - - - 6 513'-0' 120- - 6 6 - - - 12L7) - - - 6 4.5 - - - - 7.5 - - - - 6 4.5 - - - - 6 4.514'-0" 12 10 - - 6 5.5 - - - - 12 - - - - 5.5 4.5 - - - - 7 - - - = 5.5 4.5 - - - 6 3 - - - - 15'-0' 12 - - - - - 6 - - - - - 12 - - - - 5 - - - - - 12 - - - - 5 - 18'-O' 12 - -- 6 - - - - 12 - - - - 5 - - - - - 11.5 - - - - 5 - - + NOTES ON ANCHORS REOUIREMENTS• WOOD SUBMEATES, I. ANCHORS 70 WALL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4•0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. SUILM W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 1e 8 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SUM III AND SHALL CONSLST OF In H V BLADE 0 R n H V BLADE W LAC SCREWS AS PER NDS 2005 SPECIF1=ONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: H V' W I N D O W BLADE WORKING IN U N I S -SOUTHERN PINE No. 2 W/ 0-0.55 (N.D.S) -DOUGLAS RR W/ 0-0.50 (N.D.3.) -SPRUCE PINE FIR NORM W/ C�0.43 (ND.S.) -SPRUCE PINE FIR SOUTH W/ C:0.31 (N.D.S.) ♦ SEE UNILTATIONS OF USE FOR BLADE I& ON SHEET 28 -MIN. 1/2• COX PLYWOOD (1985 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF Tt1E RECOMMENDATIONS AND spwn TIOt15 OF THE ANCHOR'S MANUFACTURER.' - FA_C.(Non Hiah Y IL R C O TIWT TESTING & ENGINEERING COMPANY 55 N.W. J89L 9L, Stu. 305. YIAGNW GARDENS. FLDRIDI 33186 Phone : (305)671-1530 . Fox 1 (305)B7t-1531 r 11: Lllbeo010.1-rn ES-0006119 WALTER A TRLIT Jr. P.E. FLOWDA Ue. 144,61 A.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 )N* 02008 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter Sy DRAWING No 08 -152 9■ (SEE MOUNTINGS ON SHEETS 19). SPAN (R) :E� LJ B T F�_> A T E SOUTHERN PINE 'No. 2 Dd MIN. FIR W/, UGLASMAXIMUM 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 B.O. WALL MOUNTINGS S & V B.G. WALL MOUNTINGS -S&V' NEGATIVE DESIGN- LOAD (psi) NEGATIVE DESIGN LOAD (Pal) NEGATIVE DESIGN LOAD 051) 30 140 160175 90 1105130 40 60 75 9D O5 30 40 1 60175 190 1105 -0' OR LESS 12 112 112 112 12 12 12 jt2 12 12 12 12 112 12 12 112 112 112. 4'-0" 12 12 12 112 12 12 12 12 12 12 12 12 112 12 12 112 112 112 5'_0• 12 12 12 112 12 12 12 12 12 12 12 12 112 12 12 12 12 10.5 6'-0' 12 12 12 112 12 12 12 12 12 12 12. 12 112 12 12 12 10 8.5 7'-0" 12 12 12 12 12 12 12 12 12 12 12 10.5112 12 12 10.58.5 7.5 8'-0" 12 12 12 12 12 12 12 12 12 12 11 9.5 12 1211.5 9 7.5 6.5 _ 9'-0" 12 12 12 12 12 10.5 12 12 12 11.5 9.5 8.5 12 12 10 8 5.5 5.5 10'-0" 12 12 12 12 1.5 9.5 12 12 12 0. 8.5 7.5 12 12 9' 7 6 5 11'-O" 12 12 12 12 10 8.5 12 12 12 9.51 8 7 12 12 8 - 6.5 5.5 4.5 12 12 1.59.5 8 12 12 11 8.5 7 6 12 1.57.5 6 5 4 12 12 0. 8.5 7.5 12 12 10 8 - 6.5 5.5 12 0.5 7 5.5 4.5 4 H6.-O2 12 12 9.5 8 6 i2 12 9.5 7.5 6 4.5 12 9.5 6.5 5 4 3 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4- 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 } bOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1. ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWSt - 1/4.0 TAPCON ANCHORS, AS MANUFACTURED By LT.W. SUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEET' 15 a 19. EXCEPTION_ SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHAM BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 2005 SPECIFICATIONS. 3. SUBSTRATE SH41L CONSIST OF THE FOLLOWING: -SOUTHERN PINE N. 2 W/ G-0.55 4N.O.S) -DOUGLAS FIR W/ G-0.50 (ND.S.) -SPRUCE FINE FIR NORTH W/ 0-0.43 (N.03.) -SPRUCE PINE FIR SOUTH W/ 0-0,35 (N.D.S.) -MIN. 1/2• COX PLYWOOD (1985 APA) 4. ANCHORS SHALL BE INSUXLED FOLLOWINC ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C. Non High Velocity Hurricane Zone ' _ 1,�_ - '� • • = ''L•'�``V = r • M13. 1 V % '_ }:- • T c •' - • ~ ,`�.![ if-{`•O•Aa�' O 1G. vv OO P.E. SEAL/51GNXiTURE/DATE I L E C 01 Ly �. ■ ■ ■ . ASS A American Shuster Systems Association. Inc. 4268 Weal Roods Ddve Weet POIm 04 . FL 581)2 Phone: (600)432-2204 FOX: (581)209-8360 (D2006 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System TILLIT TESTING dL ENGINEERING COMPANY N.N. 30M. at. Ste. 305. VROM CARD[X!, FLORIDA 33106 Phone t (305)87I-1530 . Fox : (305)871-1531 e- & UltGseeeat.eem EB-000e710 WALTER A. RUA Jr. P.E FLORIDA LI`' # 441D7 EV. N DESCRIPTION DATE DRAWN BYt M.C.V. F.P. I OLD 05-351 D7/L3/05 DATE 07/25/OB 2 DRAWING No 08�152 3 A 17 or SHEET 6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR m HV BLADE 1�SEE SUM 4 MR TYPICAL SHUTTER WAIL FINISH ASSELIBLY INTO WOOD SHALL LIMITED 2-MSECTIONS B MAX, SHUTTER SPAN L+ OR L— FOR INSTALLATIONS —BE COMBINEDBINED IN ANY WAY TOO SUIT ANY lzzzr Min. 11EADm TO 105.0 psf. DESIGN LOAD INSTALLATION. P/ENETRATION OF AREA i TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) 1 4'O TAPcON W/ 1 1/3-, In. IOF PEN THREADED AREA TO tD05RNC } OR N WOOD HEADER. (SEE 1 TO am (SEE r, OR® SCHEDULE ON SHEET 16) 1/4'd-20z3/4' S.S. MACHINE h— SW(DU1E RI SHEET } j SCREWS W/ 1/4'-20 NUTS ADE ION 1 �T 28 TOR ® 12'O.C- _® IXISRNG i �•�m&Q) ` a cuss---1 I I � H 1 WALL Cie '1� FINI .. • 1 1 1 K; 1lOPRONAL '• % U* EXIST NO MIN. WALL FINISH.,- 2".4* } OR ®• 1 i G MIN. HEADT]7 REQUIRED E2.x4MW00D l I '-. 1/4'4 TAPCON W/ 1 1 2' Y(e6 I HEADER REQUIRED - EXISTINO 1 MN. SEPARATION I I GLASS-1 TO MASS ( 1 PENETRATION OF THREADED AREA TO 1 I } I EXISTING WOOD PLATE . (SEE I 1--_ MULE ON SFMf 12 9 BLADEOT AND MN. SEPARATION TO. CLASS SCHEDULE ON SHEET 18) 1 % 9EEi 2a MR I EXISTING (SEE SCHEDULE ON SHEET 12) 2'z4' CONT. SILL 1 DA�s ID A. PLATE REWD. OM HV WALL HEADER INSTALLATION ON HV WALL HEADER INSTALLATION CO ALLMLL INSTALLATION EXTION tlIST�ING -r-• I } ---NNFF-- To CLAW ( MIN SEPARATION TO CLASS -(SEE SCHEI MIN DULE ON SHEET 12) I } �-(SEE SCHEDULE ON SHEET 12) } 1 e {{1SEPARATION TO GLASS WUOD POLATE j (SEE SCHEDULE ON SHEET 12) I EXISTING EXISTING CLASS .1 GLASS•---1 3 1/4'O-20z3/4' S.S. REQ'D. n s MACHINE NUTS T 1/4'K-20x3/4' S.S. \ B •'"�'.: 1 UUSINON °•,; MACHINE SCREWS W/ I I ) m 12' O.C. WALL MIS 1/4'-20 NUTS D 12• O.C. I I i I OROB L--..--! : •ii } OR }B 1 OR 1 i I 1 OR L' 2-.4- CONT• 1 'i WOOD PLATE L REQ'D. 1' Lem.1/4 NN - 1/4'6 TAPCDN W/ 1/2' Yin. PENETRATION 0 2'z4' CONT. PENETRATION FOODPLA AREA PENETRATION ATIONTAFCOTHREADED 1 1/2' ARE SILL PLATE O ABOWWIH OF W000 PLATE. PENNETRTATION TH EADEDL OF THREADED AREA NTO PLYWOOD. Ii (SEE SCHEDULE ON SHEET 16) ..T/2• OF AREA NTO PLYWOOD. REO'0. (SEE SCHEDULE ON SHEET 15) ., SCHEDULE ON SHEET i6) WALL FINISH MIN. COX PLYWOOD REQ'D. FX1511NC YIN. 2'z4' I/2 MIN. CD (SEE PLYWOOD REQ'D. IXISTING MIN. 2%4' STUDS m 16' O.C. MAX. REO'D. BE TO STUDS IN ACCORDANCE STUDS a IB. O.C. MAX. REO'D. PLYWOOD TO BE WALL ®HV WALL SILL INSTALLATION PLYWOOD TO ATTACHED WITH SECTION 2308 OF THE F.B.C. ATTACHED TO STUDS IN ©HY WALL SILL INSTALLATION ACCORDANCE WITH SECTION 2308 OF THE ® HV WALL SILL INSTALLATION • IEIYgApoN OFF kl SE FOR F.B.C. (1(9y I F.B,C. Non High Velocity Hurricane Zone ,•�y�,�� ® 2000 EASTERN METAL SUPPLY, INC. BERTHA HV IN Accordion Shutter System ` faG`� • ��•. A.S.S.AI. �: ~�•4`Ia' ��(i� • -- TESTING dL ENGINEERING COMPANY American Shutt®r Systems Ev. N MC IaPT10N DATE OMM BY. Y.GV. .P a. I a10 Dl-384 D7/33/DE w1C 07/25/OB _ - - • _ - alss X.W. JOU, sL, sl.. me. mwm GARDENS. nimoA ntee esTILLITN.W. Association. Inc. Z DRAWING No 08-152 Phone : (305)071-1530 . F.. ; (304)871-1531 a- M MI...oeal.cnm 4268 West Roads Drive West Palm Beach, FL 33407 • -' � .: �; •_�. 3 4 • �'� • • •� •!'.��- �� EB-0005718 WA TRL1T Jr. P.E. Phone: (800)432^2204 Fax: (561)209-8380 s SHEET 18 OF 28 ' P.E. SEAL/SIGNrS(TlA3E�llATE FLORIDAToRlUo. Y 44157 a 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' ; `OPTIONAL LJu 1 LPL. OUSTING MIN 2-x4- EXISTING--I HEADER REO'D MIN. SEPARATION TO CLASS I GLASS -^(SEE SCHEDULE ON SHEET V 4-k8- IMEIDSTING WOOD 13N. REWIRED. I'e-20X3/4' S.S. STRUCTURAL ADEQUACY - OF EXISTING WOOD BEAN WPS TRUSS HEAD TO RE CERTIFIED By :HINE SCREWS REGISTERED ENGINEER OF 1 / 4--20 NUTS ARCHITECT PRIOR TO 12' O.C. SHUTTER INSTALLATION. IDR 1 1/4-0 TAPCON .257' W/ 1 1/2- Min. PENETRATION OF Max. THREADED AREA TO EXISTING WOOD BEAN. (SEE 5CHEDULE ON SHEET 16) ) I � I I I EXISTING GLASS--� 1 V : I Mµ QS HV WALL HEADER INSTALLATION —i;'411L 1-SEE SHEAF '4 FOR TYPICAL. SHUTIEN ASSFXBLY 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I MIN. SEPARATION TO GLA 7 (SEE SCHEDULE ON SHEET EXISTING 1 1 9 1 WALL PT1 O'er FINISHV SAPS/4. •tQ GV :ODE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER O 24' O.C. REOUIRED EXISTING SOFFIT 3/4' Max. THK. ___A'x4'x1/B' CONT. ALUM. TUBE (6063-TG ALLOY) W/ O 8" O.C. I Or ©Or IS• 3)5/I6'o LAG SCREWS TO 1 EACH RAFTER OR TRUSS. RE1Y AT or 1©orQ5 OPEN HOLE AT EACT-ri STUD TO 5/16'0AT CENTER OF TUBIMRn'atl,EXISIWC �It FOR amaLADVS i OR Q� _1-1 a ro suwww OR I _ IOV I I EXISTING 1 2S GLASS\ , 9A1RCO&FOR a \111' I I !r � I AL7ERhllTE�R4a I Mak. 2'x6' MIN, WOOD OECH REQUIRED -(NO FINISH ALLOWED) EDGE OF DECK - I 1. 1/4'e-20x3/4- S.S. MIG P IWPS TRUSS HEAD MACHINE SCREWS 1/4'/ TAPCON W/ 1 1/2' Min. W/ 1/4--20 NUTS PENETRATION OF THREADED O 12' D.C. AREA O MIDWIOTH OF WOoo PLATE. (SEE SCHEDULE ON SHEET 17) 1/4.0 TAPCON W/I 1/2' Wn. PENETRATION�— OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) . ® HV FLOOR INSTALLATION r,�'4LL�C'�f•• �k, �IL C C tNC. TIl3!'••', i TIWT TESTING & ENGINEERING COMPANY. . • ', • ¢3e5 N.W. 3e1h. St, S . 303, wRPMA GARDENS. FLORIDA 33160 • Phana : (305)871-1e30 . Fek I (304)871-1531 @@T�(� �{}Dg ' 'fii,ULF�Y.,LUM{� v e-Gt a: LOtocoO•al.•om DEB-OOOD7ID • t' :� ' _/"- • r•�r.-•� -" P. SEAL/SICIVfGREjDATE WALTFA A MUT Jr. P.E. ' FLORIDA Lie. } 44187 #1 Ox3/4' HEX .WASHER HEAD TEK 'SCREWS O 12' a.e LOCATE LAG SC u1DWIDTII or EXISTING WOOD MEMBER. (2' Min. NOMiM WIDTH)- W/ 2" Min. PENETRATION OF THREADED AREA VAUO FOR INSTALLATIONS WRH 72psf MAX. DESIGN LOAD AND 9'-0' • MAX. SPAN. THIS INVALLA11ON IS ONLY VAUD FOR WOOD W/ MIN, SPECIFIC CRAVTIY OF 0.50 AS DOUGLAS FIR OR PINE No. 2, OR -0DR 06 EOUALERN MIN. I I I I SEPARATION I TO GLASS I (SEE SCHEDULE I ON SHEET 12) I I a EmsnG N�� 11 I `f 2'.0" MIN. WOO DECK REQUIRED (NO FINISH ALLOWED) .EDGE OF DECK IF APPLICABLE 0.PpLICA ILE 1/4'e F,H. TAPCON W/1 1/2' Mf� 1---2- MIN. PENETRATION OF THREADED AREA PITO -2' MIN. WOOD DECK. (SEE SCHEDULE ON SHEET 18) ♦ SEE UM ATgNS CF USE FOR QX HV WALi(—OVER INSTALLATION 6NDE8aN sHEET28 F.B.C.Mon High Velocity Hurricone Zone) 02WS EASTERN METAL SUPPLY. INC. BERTHA HV TM A.S■S=A■ Accordion Shutter System American Shutter Sysferns u. N. DESCRIPTION DATE DRAWN BY: 1+°•V•/TD•/ Assoalaflon, Inc. I OLD 0e-3e4 oT/2e/aa DATE: 07/25/08 4268 Wee! Roads Drive 2 DRAWING No ••- West Palm Beach, FL 33407 3 08-152 Phone: (800)432-2204 . Fax: (561)209-8380 4 CJGCT END INSTALLATIONS 1 HV BLADE OR (E-1A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS R naaR (a APPUCARLE)SWg •\ / r N tWih' imp 1 \\ P�E1RA➢ON/ W!. FTM 1/Y PO4MATCH T. th' COX EfOSnNO IX/SS F 67UD9 [Lst EMMO am '• ' YR SFDMAtON m atKID (sEt' somAE a wsr ,v on+t'n son /a II OF� I.1e 10 Iff SLIM ilte O.C. SYA. - 5 4 OR ®� ma K fai I OR ®1 .p- e0. �- s0 •I� 0� moE to 1a+cJts s.-t t • ®-0-c-Q•0- 0, ,®-0.02 •0- . ®• CAB-0:0-0-0- p•®-® 0.0.0 JEND CONNECTION DETAIL Q END CONNECTION DETAIL Ensnec /Zuss I/el Pam END CONNECTION . DETAIL 9Q 4 4 VIEW 4 6 ca®aR�oa ELAN DETAIL X 1/.vom.i• 1Ox. CCD1}24 f lAL 1' pt 2- Yal paaf-II 141X1N9dtMYQKnR fiI Stoats• ��5,�,. n aPm.t ,o J�CR 2iX' YN. soon WUOS 0b11 COMO CUSS m aASS 1 END CONNECTION DETAIL: } REOUM ONLY FOR SPYLR fAF/IF711RN1 IY-0' ♦ SEE t1N ATIONS OF USE FOR BLADE (9 ON SHEET 28 END gpNNECTIO DETAIL ETAIL © END CONNECTION DEL 12 F.B.C.(Non High Velocity Hurricane Zane) tic r.0 .-.47 L .: _; �. i L E C O l N E . ■■■.I A S S A American Shutter Systems Association. Inc 4268 Wcst Roads LY& West Palm Beoch, FL 33407 Phone: (8D0)432-2204 . Fax: (561)209-8380 0 2008 EPSTERN UETAL SUPPLY, INC. TM BERTHA HY Accordion -Shutter System TILLIT TESTING $ ENGINEERING COMPANY Fws raw. selA. St.. St.. sos, wmuwA oMsvls, nnua ss/ee Phase : (s05)871-1530 . Fa.: (305)e71-1531 —.a; ahoao0oal.aom ®-0008719 WALTA. MUT Jr. P.E. ER FLORMA Uc. j 44107 NP OFSCRIFT ON GATE ORAAvti 6Yt YCY /FP. 0. I aLn osaes oT/u/oe o�+rE+ D7/25/08 2 DRAWING No Q$ —1 52 „ v [:fi.�Rg 7RD➢_� P.E. SEAL/SIGNATURE/DATE20 s s I SHED OF 28 fit M Q . N TES ON Hp LOCKS CKS AND C E TE[ERRMATES: 1. MANDATORY CONDITION _i 1: ONE 33 H.D. LOCK SHALL BE USED FOR 1®a AL:E6NrtE 34 tom'°o" ��.® ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, OR (p� AND' AT ANY ELEVATION. R H.D. LOCK MAY BE USED AS HDA-HVA v AN INSIDE OR`OUTSIDE LOCK, ATTACHED TO 3 HEAVY DUTY SYMMETRICAL CENTERMATES WITH (3) #8 x 3/8" 1 DNG -FLATHEAD S.S. M.S. LOCKING a ° RODS g ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPIIONAL. B D 2, MANDATORY CONDITION /i ?: LOCATION OF A H.D. LOCK SHALL BE AS E a z ° Z. INDICATED ON SHUTTER ELEVATION, Le., FOR SHUTTER SPANS UP TO 105". c N x c- c F (3� H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" "��'/i 5@ Q ¢ MOVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER I e II THAN 105", ® H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF I SHUTTER, IL1rnNAE 3�4 tou /l !! 2 +i binn vai II a11 p -III II - E II II I 'y SEE END J CONNECTION DETAILS 0 SHEET 24 TYP.: FULL HEIGHT. O oR An OR © i O DR TYPICAL (Z HV BLADE SHUTTER ELEVATION N.T.S. I L E C 0 m c. TILUT TESTING A ENGINEERING COMPANY 63S5 N.W. 36e1. St.. SU. 305. MRG6M GARDENS. FLGRMA 33166 on. ; (305)871-1530 . Fax : (305)571-1531 .-m.H: oRe05719 'tr. .= �:.< <� WALTER 0. T1UfT Jr. PM FLOMOA U. f 44167 P.E. SEAt�KIURTE F.B.C. A.S.S.A. American ShOtfer Systems Assoclation, Inc. 4268 West Roads OrWe West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (561)209-8380 (Non High Velocity_ Hurricane ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter S) s DRAWING No ' 08-152 POURED CONCRETE ANCHORS CONCRETE -(SEE SCHEDULE ON 1/4'0-20x3/4' S.S. REQUIRED I SHEET 26) /- MACHINE SCREWS USING I 1/4'-20 NUTS m 6' O.C. POURED CONCRETE 1' , _ REQUIRED I 1` CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) r , EDCE OF Hd' SDSw ! SUB B UK PA TO SEE ckm yy D. APPLICABLE SEPA!_ TD a m T O I ( N SHEET 25) 3 ON SHEET 23) (3TP-60(W 25) a ax aiT s) 9 \ CLA55 i 1 , $ H IXISTINC� � G1A55 � ZT OPTIONAL 11 ---- - - i 1� I A I .4! i 6' EXISTING ^� ' SAEDGE OF 1 GLASS , ---SLAB IF APPLICABLE 1 La", A 1 SEPIVLI7 ON i I SEPARATION TO Gl/l55 2 )... TO CUSS (SEE SCHEDULE (SEE SCHEDULE fXl SHEET 23) 2 EXISTING � �� 75) I I 1 O CONCRREIFNT HEAD CONCRETE ANCHORS GLASS (SEE SCHEDULE ON SHEET 26) REQUIRED HD WALL _HEADER INSTALLATION H_ _DH ILING INSTALLATION ® HD TRENCH INSTALLATION EXISTING � MN. : 1 GV5s 1 m ! 2 !., , I ' O sEPAMMON ! (-� yRly+ I TO CLASS SCHEUME�a" 1 ExI517NG ! (4t�7 S L23) 1 �1 1 (SEE SCHEDULE' 1 ON SHM 23) CUSS i 0 EXISTING ,—OPTIONAL II I I ; I ! 1 G1A55— IALTERNATE — ANCHOR ' , w OPTIONAL! �� I D14R3/4' HEX ii LOCATION �W'1ASHER HEAD TEX SCREWS 1 J B O 6' O.C. i 114r3/4' �EX H 1 ® 7 1 TEK SCREWS bbbbb 3' O.C. L EO E9 t8 OR 1/4'a-20i S.S. M.S. CONCRETE ANCHORS EDGE OF W/ NUT � 3' D.C, (SEE SCHEDULE ON SLAB IF / ' 1/2' 1sO 1/4'4-20x3/4' S.S, ! _-_� SHEET 26) APPLICA Eq. E0: PHILU TR SS HEAD --' NCRETE ANCHORS MACHINE SCREWS POURED POURED CONCRETE (SEE SCHEDULE ON USING 1/4'-20 1 EOCE OF REQUIRED D" CONCRETE WALL REO'D. SHEET 26) NUTS ® e' O.C. SUB IF E !APPLICABLE EDGE OF 1 HEUUIREU FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) HO WALK —OVER INSTALLATION �O 1 --HEADH3TTEN WASHER SCREWS a' O.C. .-CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 25) EDGE OF S A8 IF APPUI:ABL£ GG HD FLOOR INSTALLATION HD WALL SILL_ INSTALL91ON CONCRETE aEQUIRED rrOTE FOR COMBINATION GFFcnDNs: F© HD RAINGUARD INSTALLATION INSTALLATION DETAILS W/ O HV BLADE 1- SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY + E. D. a EDGE DISTANCE SCALE: 3/8"-1" 2- NOUNTING SECTIONS CAN NBE COMBINED (SEE SPECIFlCA710N5 ON SHEET 26) IN WAY TO S11U ON. • - ,•�,;�= • .� - ' , j , �- • ; EctL r. Amerloan Shutter Systems Assoolaflon, IBC. 4268 West Reads Drive West Palm Beach, FL 33407 Phone: (800)432-2204 . Fax: (581)20B-83B0 -L-ILRon H19t1 Velocity Hurricane ZOneI 02008 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System TIWT TESTING & ENGINEERING COMPANY WSS N.N. 36u, Sy SIB. 3a3, NRGalW GMa013, ELawDA ]31a6 Plrone (306)B71-1530 . FaR : (305)671-1531 rmo : URRcoOaW.eom EB-OODB71B WALTER A. TLUT Ja. P,E FLORIDAU. / 441er f:V. We DESCRIPTION DATE DRAWN Bf: .C.V. a. I OLD 03-364 07 23 04 / / DATE: 01125108. ,- - �C�Tf �yDl18. _ V �jS�l. �a99 „ "•"• _ P.E. SEA b.. -.A • DATE ` ,.ter 2 DRAWING No OS—rJZ 3 4 3 SHEET --22 F s It Up gND WALL o CONNECTION DETAIL ON SHEET 24 E0STINC GLASS INSTALLATIO N *SEE NOEON LOCKING RODS®HO ® LACKS ON SHEETS 21 (2-) V BLADE � OOR ®OR® #IOOR ®DETAILS ON SHEETE240N — — — EXISTING GLASS — — — — — — — — — — — — — .. t DR' 2 2•X2-X1/a•XO'-2• (8063 LE /LoI? ALUM. ANcttt w/ cal 1/4Y I 1/ 35 OPTIONAL (OPTIONAL) 4 (OPTIONAL) TAPCDN ANCHORS TO COflCRETE (TOP/ROTTOMTI i 4 H.V. #14 X 3/4• &U.& O 12' MIN. SEPARAifON TO GLASS O.C. SEE SCHEDULE ON SHEEP 25 PINS (TYP.) IN ( ) a, (4) /tsXt�a' S.M.S. 10 AT EACH ANGLE. I P�NS IYP. 6 1/2' ) 4 S HVA-HDA O OR ® OR ©+ O OR J — r EXISTING CLASS IN, MSEP� TO CUC.SS I (SEE SCHEDULE ON SHEET 25) HORS O 16' O.C. ±�� iEslrf, I,r r�Tllijl >-�� OUT (aPTIONAI) HVB-HDB SYMMETRICAL HD CENTERMATES W/ a LOCK (EXTERIOR) (OPTIONAL) HVC—HDC SYMMETRICAL HD CENTERMATES jVj (n* LOCK (INTERIOR) i� �o OUT I 6 1/2' MAX. SACK HVE-HDE POURED CONCRETE OR HVD—HDD a NCREET BLOCK WALL F.B.C.(Non High Velocity Hurricane Zone =��• �/ 11. �Py••�lyuH _ . ; na. 4^- 16T ; ''; ' i I L E C O , H , ■ ■ ■ A S S A American Shutter Systems Association, Inc. 4268 West Roads Drive Weal Palm Beach, FL J3407 Phone: (eO0)432-2204 . Fax: (581)209-83BO 02008 EASTERN METAL SUPPLY. INC. BERTHA HV >M Accordion Shutter System TIL.LIT TESTING & ENGINEERING COMPANY 0353 N.W. Mt. St. SIa m. NRWMA cARams. EL—m a310a Phan. i (305)371-1530 . Fax : (305)871-1331 a—maa: tate0oOaai.wm ER-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Ua. ( 44167 �• N. DESCRIPTION DATE DRAWN BY M.CV. 0. 1 Ow OS—ss4 a7/]!/oe DATE: 07/25/08 ,�� ^.c �• • L _ g �•✓QQ�� _ �••"- P.E. SEAL/SIGNATURE/DATE ; DRAWING NO 08-1 52 3 4 23 OF 28 a 0 16' (LOCATE AT (f c ErM SIDE OF 5)) /14x1/2. 5.M.9 0 16" O.C. — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED �EXISTING GLASS MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 25) END CONNECTION DETAIL 1� R 0 C.C. (LOCATE POURED CONCRETE POURED CONCRETE OR CONCRETE ..POURED CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REWIRED BLOCK WALL REQUIRED -EXISTING GLASS — --S EXISTING GLASS 2" MIN EXISTING CLASS LTION MIN. MIN. SEPARATION 1/18 4" MAX. O TGLASS (SEE SCHEDULE TO GLASS (SEE SCHEDULE MIN. SEPARATION 1 TO CLASS i083-TB) CONT. ON SHEET 25) ` 9N SHEET 26) (SEE SCHEDULE 1/2- ALUM. CLOSER PLATE 1/2"� / `• 1—� ON SHEET 25)' . AT EITHER SIDE MIN t r OF 4O) I ♦USE 1' OR 2" MAX. I j'14xt/2' S.N T (AS APPUCABL£)x2"xI/6'x0'-2' --_ _ _—_—_ ` ALUMINUM CUP ANGLE ,4 (BOBJ-TB ALLOY) AT MIDHEIGHT (1) j14xI/2- S.MS. O TOO4 d: ' 4 (2)1/4"4 TAPCONS SEESID ® ANCHORS TO WALL AT ," O.C- CONNECTION (LOCATE AT EITHER SIDE OF®) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS © TO TRACKS SEE DETAIL X FO 4 SIDE CONNECTION ©+OOR®DR®+®OR 6 +OOR®ORCR+ OR _POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED— EXISTING GLASS MI�ARAT1ON 70 GLASS (SEE SCHEDULE �-j ON SHEET 25) `OOR ®aR �+ OCR END CONNECTION DETAIL(5) B + 0% OR ® OR Q-0 + ® CR TO TRACKS 0-0 O + END CONNECTION DETAIL,ND CONNECTION DETAIL 03 END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' CONCRETE BLOC WALL 4 REQUIRED 4 EXISTNG -� ----------- �14 /2' S.M.S Y— - -`-'---- 6 OR®OR S O 8' O.C. N1N. S PANATtON - —__ _ TO GLASS __ __ CONIC EFE -- 1/2' MIN. (SEE SCHEDULEANCHO _ 12' O.C. /.'� n ON SHEET 25) _ -- ' I N1N, L4 VIEW Y 2" p AN DETAIL x END INSTALLATION O°"®°R©+DaR M HV BLADE INTO CONCRETE OR ®+ ©-0. ® CONCRETE BLOCK WALL. CONNECTION DETAIL 6@ F.B.C.(Non High Velocity Hurricane Zone) • �� u' r7. FJE f `; ';,�✓E`? s ' f: w • �t . 44: .17';',. - .• r • = " f - • F� ^^ < v ♦ .v A■S.S.A. American Shutter S y3teln3 A33oci!ation• Ina. 4268 West Roads Drive ',vest Palm Beach. FL 33407 Phone: (B00)432-2204 . Fax: (581)209-8380 02008 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System TIW7 TESTING $ ENGINEERING COMPANY 5 N.W. Seth. St.. 4..308, VIROPOA WDENS, RLWaA 3318e Peem : (305)8)1-t530 . Fox 1 (305)871-1531 a -moo; 111tec0000Lcom WALTER A. TuuT Jr. P.L �Q"0" ua. 1 441e7 qLV. N aLscRlPn°N DATE [NLIWN e7: M.C.V./L0. 1 OLD OS-364 07/25/08 OATS Di/25/08 2 DRAWING No 08 �" `52 Q �'•.ia.-�_ _ P.E. SEAL/SIGN4TUftE/DATE 3 4 24E f a MAXIMUM SHUTTER SPAN* "L+" OR "L-" (it.) INSTALLATIONS W/ 5YMMEFRICAL 0OR®, W/ ONE H.D. LOCK A NO LOCKING RODS 0 + u9aWY CONCRETE h CONCRETE BLOCK INSTALLATIONS DESIGN tw (p•'•T') - ALL MOUNTING CONDITIONS Lf 00 L- 0 OR Is,-0' 40 17'-4' 17 -10' 45 16'-4' 17'-G' 50 55 so. 14'-2' 16 -2 65 70 75 12'-B" 80 72•_3• 14 -0 BS 11'-11' 1 90 11'-0 13•-2' 95 11'-3' 12-10" - IGO IO'-B' 12'-8' 105 do e'-6• n'-t1" 115 120 125 - 11'-2' 130 - 135 140 - IO'-B' 145 150 155 160 - 9'-10 165 "0 - 9'-7" 175 - 9'-5" 180 - 9'-4' 186 - V-2. 190 198 6'_8" (11 L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (WALL MOUNTINGS OR FLOOREDURE TO INE /CEIMLINNG: PAN FOR GIVEN A POSRIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE LI+n MAX. SPAN FOR WALL MOUNTING -INSTALLATIONS. L2+m MAX. SPAN FOR FLOOR/CDUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt— MAX. SPAN FOR.WALL MOUNTING INSTALLATIONS. L2-- MAX, SPAN FOR FLOOR/CFJUNG MOUNTING INSTAUATINS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL T THE (WNIMUM BETWEEN 'Li+'. 'L2+', 'LI-' AND 'U- ALWITH FINAL LOWABLE PAN ANDGO TO ANCHOR SCHEDULE MAXIMUM DESIGN LOAD TOMUM DETERMINE MAXIMUM ANCHOR SPACING. HV BLADE f-7m ECO�N�. • �:o. 44y 47 ; • - TILLIT TESTING k ENGINEERING COMPANY =1 1 514 .1. Ni . GARDENS. Fla. -HIS �•' � [,1[[;; l�qq • t ..� x Phoe.: (305)871-1530 . Fax 1 (305)871-1531 .-moll. tht-990l.Com 'T;;'7+ �?�•Lak= EB-0008Ti9 WFUORF A. TOUT Jr. P.E. FtowALTERoA U. / 44t 67 P.E. SEAtf 51Gt�RE/DATE (Meru An�END SUBSTRATE POURED CONCRETE NOUtIialc5 (SHEET 22) WALL AA g EE MOUNTING FLOOR/CEILING 8B. CC. DD, MOUNTING FF k CG WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 4 3" F.B.C. A.S.S.A. American Shutter Systems Assoelatlonl Inc. 4288 West Roads Dave West Palm Beach. FL 33407 Phone: (800)432-2204 . Fax: (551)2U9-8380 0 2008 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sy DRAWING No 08-152 auciHDFs Sam LE= oG RRESEONDiNG MAXIMUM DESIGN PRESSURE RATING (12-0.) AND MAXIMUM ANCHOR, SPACING (ice) SCHEtlULE 1 P. TAPCON FOR A GIVEN ...X ISHUTTFR SPAN MAXIMUM Drelr_N_ IOAD AND CORK SPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS POURED CONCRETE ALL MOUNTINGS M THRU CG (SHEET 22) MAXIMUM SPAN (ft) USE MAXIMUM VALUES BETWEEN POSHVE AND NEGAAS LOADS 50 OR LESS >B0 TO 90 >90 TO 120 >120 TO 160 >160 TO 195 e,_9" g' 4 1/2" OR LESS 12" 8" 6" 4" 3 3/4" UP TO 10" 6" 4` 4" - 4" 3" - - - >12'-1" UP TO 7 1/2" 5 1/2- 4` - - (A) ANCHORS TO WALL SHALL BE AS FOLLOWS: A.1) TO EXISTING POURED CONCREM (Min. fa - 3350 P.I) 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HFAQ- MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON IS 1 3/4', 41) TO EXISTING POURED CONCRM (wR fa - 2809 P.1) - 3/16-0 TAPCON XL ANCHORS, AS MANUFACTURED 11Y LT.W- BUILDER, MINIMUM EMBEOMENT INTO POURED CONCRETE OF 5/18• TAPCON XL ANCHORS IS 2 1/4", A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PµELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISDNO WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICATED ON NOTE At) ABOVE. FOR INSTALLATIONS ON "M SIDING OR M CONSULT TFDS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE SCHEDULE BELOW FOR M08MUM REQUIRED EDGE OISTANCE FOR ANCHORS. 2 HV BLADE 0 MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS MAXIMUM ANCHOR SPACINGS ME VAUD FOR 3" EDGE DISTANCE FOR 1/4"0 TAPCON AND 3 5/8• EDGE DISTANCE FOR 5/18"0 TAPCON XL F - _ �• +.,'` : ��V "•��^4 `•` f��- " "1 >- •• ' �"' • f`• • T-C (�!)}1T1g 9 •Q it /"YI:O' '" • �v;' t �� - P.E. SEAL/SIGNATURE/DATE 1 L E C O 1 N c . ------ - . ■ A S S A American Shutter Systems Association, Inc. 4268 West Roads Drive West POUT Beach, FL J3407 (800)432-2204 Fox: (561)209-6JB09.. ® 2008 EASTERN METAL SUPPLY, INC. BERTHA HVT" Accordion Shutter System TILUT TESTING dL ENGINEERING COMPANY 6355 N.W. Seat SL, 5Y. 3a5. VIRGM OMDERS, FLORM A 33166 Phana : (305)871-1530 . For : (305)571-1531 e- 1: 011.eo0ael.eem EB-COD6719 WALTER A TILLR Jr. P.E. FLORIDA U . / 44167 REV. N D�RPTION ATE DRAWN BY' JL1.M M 1 OLD 03-3a4 07�25/ae DATE 07/25/08 . 2 DRAWING NO 0g_ 1 g2 3 SHEET 26 OF. 28 I 12 TO BLADES TOq CE EDGE I KN CKLE (TYP) - 310 OPENING J FLAT PORTION OF BLADE I v I I I 2 7/B• MIN. CLEAR SEPARATION BETWEEN I I 2 I BE BLADE OPENINGS I/ \I I ►� I 12' MIN. CLEARAIIICE I To BL.DEE OTTOM I SCALE: 0.1875" �0.0525" r 0.0625" HV WINDOW BLADE SECTION X—X 0.0625" 0.0625" R1.1.7500" RJ WINDOW , ` 02.8750" CLEAR f 5 5/4' 03.0000" TABS ON CENTERS 03.7500" 0.7500 EXTERIOR ELEVATION SCALE: 1" = 1" 1.3750" 0 TYPICAL HV WINDOW BLADE 1 AND POLYCARBONATE HV WINDOW DETAIL POLYCARBONATE fMPACT RESISTANT HV WINDOW GAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE BAYER MATERIAL/SCIENCE LLC. MA ROLON 3103: TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT SPECIFIC GRAVITY ASTM 0192 0.043 Ib/ia' TENSILE YIELD STRENGTH ASTM D638 0.400 P.31, FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 P.s.i. FLEXURAL UODULUS ASTM D790 340,000 P.O.I. IMPACT. NOTCHE"GOOD ASTM 0256 18 FF-Ib/in GIBE RNING CHARACTERISTICS: BUD SMOKE DENSITY ASrM D2043 47.2 X RATE OF BURNING ASTM D635 C-1 CLASS SELF IGNITION A5M D1929 IM F WEM+ERING: ASTM G155 TENSILE STRENGTH AFTER WEATHERING ASTM 638 9302 P•1 L TENSILE STRESS BEFORE WEATHERING ASTM B38 8481 P'$j' F.$.C. Non Nigh VeIQCRY Hurricane L 02008 EASTERN METAL SUPPLY, WC. BERTHA HV TM Accordion Shutter Sysi IL7r:::c O ,a�. A.&S.A. • American Shuster Systems TILLiT TESTING -& ENGINEERING COMPANY Association. Inr. r :j„._ _ S N.W. 30N. SL, Me. 3M NRWU 0MDENS, FLo M 33108 Phone : (305)871-1530 . Fs.: (305)871-1531 4268 West Roads Drive % • •!'� SEA'' O�U •(UW_ "-moil: 6lia-0 L-ni EB-WO6719 WALTEA A TIUZr Jr. P.E. West Palm 8...b. FL 33407 Phone: (800)432-2204 . Fax: (561)209-MO �' - P.E. SEALySIGNAT(fitE/DATE FLOKIOA Ua j 44167 DRAWING No 08-152 .r 1 (9 t9 cal cd C9 (9 # III I111- .0 1 $(,EVATION MGLASS IL SyRADON TO SS EXISIDNG GLASS StE91XAE ON SHEET I2 FM B.AOEm �, .-�� AND ON ARLT 2B rM 9AlE5 m& T R. W/M W/O OR NMAE� � 4 ABOVE) PLAN TYPICAL (D HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 0 SHUTTER* N.T.S. f w • i��. �•4137• P.E. SEAL%ii& Glf/DATE IL EC O Itt1:. TLWT TESTING & ENGINEERING COMPANY 13 N.W. 35M Skr Stw 303, VRGRQ GARDEN% FLGRO{ 331Ee Phone : (305)871-1330 . Fox t (305)571-1531 •-matlr Wbee000Loom ES-0005715 WALTER A TILLrr Jr, P.E. FLORIDA U0. % 4418E GENERAL IlMr=OMC AND f.-MnITIONI.; OF USE FOR IREMA III HV RLaF ACCORD SH WORKING IN MEN 1. %AX, DESIGN PRESSURE RATING', +110, — 110 P.M.r. L MAX SHIRTIER SPAN: 46' 3. ALLOWED LIOUNONGS: A. D. 0 fit N ON SHEETS 16 7; AS WELL AS (MMMOOUNTINGS M, 0RNM. TET, U & w OON SHM75 18 &ER19. UIYO(2� Y MUSTS EROCAL OPPOSINGUA . WS GSE SIDE OOFYOfNO 5. (A) FW WINDOW LADE (1] SHALL ONLY ALLOW A WXMUN OF 5 OPENINGS (3'. HOLES) FOR PER bIADE Ar SPACINGSsNOWN ON SHOT 27. . (0) ION. CLEARANCE FROA TOP OR BOTTOM MOE OF W TFINDOW ELAM OF ANY 3Y HOLE FOR W SHALL BE 12'. (C] .0"REL§ BLADE OOWNO OUT FROM STARTERS AT FADS WY BE W (0) MW WINDOW BLADE © MUST BE USED ALTFJRAVE TO A SOLID HV VLAOE FQ. THROUGHOUT SHVITER'8 WIDTH. W1TES SNALL ALWAYS BE INSTALLED AGIADFNI TO A SOLD NV ( ME 1 AT F]Tt1ER SIDE OF THEN. VPOLYCARBONATE W WINDOW SHALL BE WSTAUID SO TABS FACE 1HE INTERIOR OF THE OPENING STING PROTECTED. HV WNDOW Ny MUSr BE ONLY RMALLED AND LOCKED USING A W SETTING TOOL PRIMES BY ASSA INC. 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRiWE BUILDINGS ON SHEET 10, AS LAMM BY SPAN AND DESIGN LOAD (SEE NOTES t & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEF15 13 & 14 AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). S. I NMUM SEPARATION M GLASS SCHEDULE, PER ASTM E-1998. WIND ZONE MINIWUM SEPAFWION TO BASS t THRU 3 1• I 4 6.25• .B.C. A%mSuS & American ShuHer Sysfems Association, Inc. 4263 West Roads Drive West Palm Beach, FL 33407 Phone: (300)+32-2204 . Faw: (561)202-836O (Non High Velocity Hurricane ®zoos EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sy DRAWING No 08-152