Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSw Permit Nu er: / • 0 0,3j y St. Lucie Coun y Building:-& Zoning Department CA� '2300 Virginia Avenue Fort Pierce, FL 34982 Cie CoU LU 772-462-1553 nt,� APPLICATION. FOR STORM. SHUTTER PERMIT SEE REVERSE SIDE FOR INSTRUCTIONS. DATE: 3 1. LOCATION/SITE ADDRESS: �AUn�QC� ,rp,� �G^ �✓��y�� �'l ��l�i8a 2. 3. PARCEL ID NUMBER: ,3 00 0 t � _ II I1 ECT OR WORK ACTIVITY:: -Ii�✓llG1J A� yoAVIC —1 4. TYPE OF STRUCTURE: SFR ADDITION OTHER 5. OWNER INFORMATION / Name: Address: y b "f Y n s tx Ve City: 11�t • �. �G/G State: Zip: 3�! ZPhone: % - yob y7 4). 6. CONTRACTOR INFORMATION FL Reg/Cert #: County Cert #: �3 Business Name: O oCez%1-QCS %1:4vG Type of Surface attachment: Wood Frame Concrete Masonry Other Product Maximum Opening Pressure pet A.S.C.E.-7 TYPe 120 mph 130 mph 1 140 mph 140 Exp. Cl' Product Compliance Method of Attachment Report # As per Product Approval or Engineers Anal' sis FL. ' N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accord on Roll U - C I Q CovJ 1 ' Colonials F Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCF. FROM WTIVn Rnuwv r,vuDte **SEE FINAL INSPECTION PROCEDURE FOR EXISTING 'RESIDENTIAL `STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ . 5 3 CEO FEES: D RECEIP AuaA�Y t3. HuI'NR�Y .." �py ION OWNER'S AFFIDAVIT: I certify that all of the information contained in thi&application is # CE pF,1159 1. -correct, that all y' `1': a "`l �:Mafch6.20'•5 compliance with all applicable laws regulating cons tructiog. n and zoninBonaedtnruNolat1P°hli''BOPn"ne�a_ PRINTQUA IERS/OWNERS NAME SIGNATU QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF _ �-�o ACKNOWLEDGED BEFORE ME THIS DAY OF 20�Y, / 0 PERSONALLY OWN O ME OR WHO HAS PRODUCE S NTIFICATION. �-> SIGNAT OF NOTARY TYPE OR PR NAME OF NOTARY TITLE: KOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. R INSTRUCTIONS Please complete all`information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used .for only those "activities " that is not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of,Shutters, must,be permitted through the regular building permit review process. The information to -'be provided with this application includes: x... a property 1. I OCATION/SITE ADbRESS ........:................... Indicat'e'the'street address, or oeneral location, of theon which the building activity is taking place. 2. PARCEL ID NUMBER: .......................................................... Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION: ........................ ........................ 5. - CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION: ....... ................................... Briefly describe the building activity under permit application. Indicate the name and ,address of -the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the. name of the business doing the work. Indicate,the. total value Wof the.work-.to take place. Total cost of construction includes all material and labor costs associated: with the building/construction activity. The value of 'construction is used to determine, the amount�of permitting. fees to be"assessed. St. Lucie County reserve's the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for. the installation of Shutters are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue,; Fort Pierce, FL 34982. All, applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will.be accepted for processing after 4:30 P.M. For assistance in completing this application, please, contact the St. Lucie County Building and Zoning Department,, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday Through Friday, Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS EXISTING RESIDENCES All shutters must be- installed' -,and in place at the time of the final` inspection, except for Egress =Windows and Doors where one panel must be installed and the remainder mustibe by the opening for the'inspector to verify remaining panels. ON NEW HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 JOSEPH E. SMITH, CLERK QF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3676571 OR BOO 64 PAGE 1779, Recorded 02/21/2012 � ' 1:00 AM lobo.-��35 NOTICE OF COMMENCEMENT Permit No. Tax Folio No.3"11 O—SO / — O t d O — f3 Q:O — State of Florida County of St. Lucie The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. LegayDescri tion of Propert(and street address if available): General description of improvement: If the Lessee contracted for the Improvement: Name Address Ll� �. Interest in property: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: `Ase�.ia11t�C. x�eC14gs Contractor Address: D7 SIR Cpe.U� S " Ll Phone Number: `M 3-1 ID3—a4 Surety (if applicable, a copy oft payment bond Is attached): Amount of bond: $ Name and address: r`r G Phone number: Lender Name: v�� G Phone Number: Lender's address: T� Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name: V -1 Phone Number, t— In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowf`edge and belief. n 1%— e 4 n A A . _ 1 (Signature of Owner or Lessee, or Owner6 or usee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) 1 ay The foregoing instrument wasacknowledgedbefore me this d By V!C' 71-O[1r';ri/4D as��i/i!'l� for �lt'/ilG Name of Person Type of authority (e.g.officer trustee) Party on behalf of whom Instrument was executled Personally known V or produced Identiflcatlon_ (S.—at )jJb of Notary Public -State (Print, Type, or Stamp CommissionLNotaryBIN1011148" Type of IdentiFlcatlon produced MYCOMMSSIONIDD79191g EXPIRES: Sspkm* 17 2W2 eorowtm,rmnnrruearwrs STATE Of FLORIDA 'ST. LLWGIE CONTY TITS It" TO GE AT IFYTHATTI•IIS IS A T.9EiE AI D COSSECT CO��Y 4FTHE NICINAL. Dade: Property Appraiser - St.Lucie C" '�'Ity, FL Page 1 of 1 PROPERTY RECORD CARD Victor F Addonizio Jr Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification CIE 00 Site Address: 426 PONDEROSA DR 30D ParcellD: 3410-507-0120-000-1 f. Sec[Town/Range: 10 :36S :40E Account #: 40423 Map ID: 34/10A Land Use: Condo City/Cnty: St Lucie County Zoning: Ownership and Mailing Legal Description Owner: Victor F Addonizio Jr Kathryn Addonizio THE GROVE CONDOMINIUM -SECTION ONE- UNIT 30D (OR 1224- Address: 19 Sheephead Dr 1696) Tom River NJ 08757 Sales Information Assessment 2011 Final Total Land and Building Date Price Code Deed Book/Page 2011 Final: 46200 Land Value: 0 Acres: 0.02 5/13/1999 57000 00 WD 1224 / 1696 Assessed: 46200 Building Value: 46200 12/1/1984 54900 00 CV 0452 / 0895 Ag.Credit: 0 Finished Area: 1336 SgFt Exempt: Taxable: Taxes: 939.99 BUILDING INFORMATION 14 6m Aea ly lrttl: 11 MBf1 • 11b WMIO ®41 If 4 KEPN Exterior Features 0010 View: - RoofCover: - Base ExtType: X055 - GroveConSec1 YearBlt: 1984 Grade: XGD - GroveCondD EffYrBlt: 1984 StoryHght: 0010-1Story No.Units: 1 Interior Features 13 RoofStruct: - Frame: - PrimeWall: BS - CB Stucco SecWall: - BedRooms: 0 Electric: PrmintWall: - FullBath: 0 HeatType: AvgHt/FI: STD 1/2Bath: 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. YrBlt. No. Land Use Type Measure Depth 1 0400-Condo N -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.pasle.org/pre.asp?prclid=341050701200001 2/3/2012 Florida Building Code Online Page 1 of 2 '''ita`I�t P- dW ��V ii- �P7'i '"•"`�W +Y•'��V7Y'"i'�a,�..:.f,��,^ "%+eh ti o+-�'-�i-. ' ' ; a '•U�i�C' °a��' a7,�3"����tr., ��� Md � ��� �`RM ,1�',.7 y.•h �Sk�i �. �3Y ;:- h.`'- ��A.�� ��iA'i.`�a tr e n. wLu�?ar�tt�4g �'fi a7���M�S}�;'k�h� , �'�:r G{.i.. _ `. .. '�.;!.'°".'" 4...w..'wr .w...,,.• .. : BOS Home tog rn Iha not Tbpla subttat sa twge Slats n Paas Pttp OMM r8C Stab UMSloe Map rinks Smch... . . Product Approval PubncUser USM . [Cw'..J1", P[cauct Aooroval Menu > Product or Axlic, lion Srarch > AOWecatirm Llst > AppYtatlon DeW FL " Application Type Revision3 P ? Code Version 2007 «". so ITT Application Status Approved '." [.uayt<rcrs�I: Comments Archhred Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative AddressiPhone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code Bin Feeley Irodriguez@eastemmetal.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardeopy Received Walter A.. Tlllit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. Validation Checldist - Hardcopy Received FL389 R3 COI Dwa No 08-227 Certification of Indeoendence.odt Standard Year ASTM E-1886 2002 ASTM E-1996 2002 *ASTM E-330 2002 TAS 201, 202, 203 1994 Product Approval Method Method 1 Option D Date Submitted 11/03/2010 /1 �\ V i 1 �75t Date Validated 11/08/2010 Date Pending FBC Approval 11/10/2010 Date Approved 12/07/2010 Florida Building Code or Page 2 o smf.i Berth HV Accordion Shutter -Blade 1 ed aluminum InOvbcidrg blades retained by tracks (top and Non4fVHZ *08-227 ottom for storm tection Limns or use Irmtr ctions Approved for use b HVHZ No F�389 R3 Id pracrino No. 08-�27 Revised odf Approved for use outside HVHZ- Yes Verified By: American Test Lab of South Florida Inc. Impact Resb� Yes Created by Independent Third Party: Yes Design Pressure: WA Reports Other. Large missile level "D' max. span Is 16'-0" for 30.0 p.s.f (for IF 38Q R3 AE Drvo No 08-227 Product Evaluation Report od' rymmetricai and opposing centermabes). See sheet 9 of 14 of Created by Independent Third Party: Yes nstaliation drawings for other spans and pressrlres. This product drab not be installed within High Velocity Hurricane Zone as defined In section 1609 of the Florlda SuIldim Code. Back rcxe Od¢t+OU@Vto1GDI am&*yArrJtp! Nwfd 8mmAOLbdl*mAW@ CO"And ZW5ftWWfdOekBmdev rd TafthMsme RmW 3M99-2200 (asp) 467--2024 AX (80) 424-8436 O 20W2010 The Slate of Amide A0 rl" reserve0. Privacy 1 Cqwftt Stdwmd 1 AwnsURY SMtemM 1 ZjMJM2WhM I QMMK Son4w strm i COMM Us Product Approval Amepre E3®0E-9 M."', —_� .pyrite•::: :. 1 •roe .. .�, �' , u BUILDINGS PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPONENTS AI CLADDING (8S FJ FOR ASCE 7 0T PEAK ROOF HEIGHT LESS THAN OR EOI/AI TO AO FEET x BASIC WY(D SPEED - 140 mph CATEGORY N BUILDINGS (I-1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DETERMINAROM OF PPOSIM OR NET 4nW PRESSMES FOR A GJVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED MAN DIE LOWEST 60 FEET OF BULDW, AND WHICH ARE PROTEC)FQ AGAWST WIND BORNE DEER/ BY MEAN OF IMPACT RES/STANr GLASS OR ADECIATE HURRICUF SHUTTERS *** DESIGN LOADS MOIGOED BELOW SHALL ONLY BE USED FOR THE DETERAON4IIDN OF POSIDYE' OR NEGARVE PRESSURES FOR A GIVEN OPENING OR OPENINGS OF A BUILDING WHERE SAID OPENVM ARE SURROUNDED BY OTHER OPENINGS LOCATED *?MN THE LOWEST 60 FEET OF BUR"NO, AND MXW ARE NOT PROTECTED AGAINST HIND BORNE DEBRI BY MEAN OF IMPACT RESISTANT GLASS OR ADEOUATr HURRICANE SHUTTERS *** PW ROOF limn L» LESS RLW 7'-4' L» wArm OR [OWL IHLN 7'-6• AND LASS DIAN 1213' L» SMI O OR 16ML MAN It'-J' » L IM FMM 7'-!' L- OEMTER 0R ttltuL THAN 7'-!• ANO LLOR MAN /t'-.1• �. L 4MAMM LEAN 12-:i' (h) ms/M' NLBADLr /tl9TNr AEanfr . Femms 1RO11/Y[ P0s0JLr MnsArmr room Amnw Posm►E Avau ' 0 - 15 28.9 J8.7 27.4 J5.5 25.6 51.7 38.0 47.8 J6.5 44.6 J4.6 40.7 15'40' 31.4 20 29.8 J8.5 27.8 J4.4 41.2 51.9 J9.6 48.4 J7.6 44.2 a ao=?J' 33.5 J1.7 41.1 29.6 J6.6 44.0 55.3 42.2 51.6 40.1 47.1 a 23'-JO' JS.J 47.2 JJ.4 4J.5 31.2 38.6 46.J 58.3 44.5 54.J 42.2 497 JB.J 51 J 36.1 47.0 JJ 9 41.9 50.J 63.3 4B J 59.0 45.9 5J.9 40.B 54.6 J8.7 50.1 J6.1 44.7 SJ.6 67.4 SI.S 62.9 48.9 57.5 a 4J.0 57.5 40.7 52.7 IN4Z I 55.5 71.0 54.2 662 51.5 6a5- BUILDINGS PEAK ROOF HEIGHT vs DESIGN LOAD FOR COMPON NITS dr C SOD/NG ( �,� FOR ASCE 7 OT PEAK ROOF H 1Y'Nr Y'NF�rra ru�N so Frrr • B49C IWND SPEED - 140 mph CATEGORY D BUILDINGS (I-1.00) RESIDENTIAL, APARTMENT BUILDINGS & COMMERLYAL BUILDINGS (REML WHOLESALE) DESIGN LOADS INDICATED BELOW SHALL ONLY BE USED FOR THE DEIMOU71ON OF POSMVE OR NEGATIVE PRESSURES FOR A MEN OPENING OR OPENAW OF A BUILDING WHERE SAID OPENINGS ARE SURROUNDED BY OTHER OPENINGS LOCATED MlJVN THE LOWEST 60 FEET OF BUX", AND WHICH ARE PRO AGAINST WIND BORNE DEBRI BY MEW OF OIPACT RESISTANT GLASS OR AOEOWTE HURRIGW£ SHUTTERS. *** DESIGN LOADS MINTED BELOW S114U ONLY BE USED FOR THE MWRMN4WN Of POS96C OR NEGATIVE PRESSURES MR A MEN OPENING OR OPMAW OF A BU"M WHERE SAID OPENACS ARE SURROUNDED BY OTHER OPEMNCS LOCATED MINN THE LOWEST 60 FEET OF BUILOWO, AND WHICH Al NOT PROTECTED AGAINST WIND BORNE DEBRI BY MEAN OF LUPACT RESISTANT GLASS OR ADEQUATE HURRIGWE SHUTTERS *** PFAX ROOF mvcw L» LESS MAN 12 -J' L» ORGTM OR EOM DWW Jt-T L» LESS I/GH IY�T' » L ORdTER OR LOU.LL TIME 121-3' LT,) 10SrAYE xmnvr Pommr TcsAnfr /'09TBi NrOADIr nsvfivt InADK a 40' - 70' 41.1 75.4 J7.4 94.8 55.2 89.5 51.5 78.9 a 70' - M, 42.7 7B.J J8.8 67.J 57.3 92.9 53.5 82.0 a 6O' - a0' 44.2 81.0 40.2 69.6 59.J 9G I 55.J 84.8 a RO' - 100' 45.5 BJ.S 41.4 71.6 61.1 99.0 57.0 87.4 a 100' - In.48.0 87.9 43.6 75.6 64.4 104.3 60.0 82.0 a 120• - 140' 91.9 45.6 79.0 67.3 109.0 62.7 96.2 a 140• - 160' • 1 95.4 4ZJ 82.1 69.9 11111 612 99.9 a 160' - T807 53.8 98.7 49.6 B4.9 72.3 1lZ2 67.4 103.5 a 160' - 200 101.7 MA 07.5 74.5 120.7 69.5 106.5 a TOO' - M' 59.1 TOM 4J.8 93.2 79.4 128.7 74.0 1115 a 25' - J40000' 62J 114.2 58.6 980.82. 83.6 135.6 78.0 119.6 a JOO' - MO, 65.1 119.4 59.2 102.6 87.4 141.7 B1.5 1A0 676 1240 61.5 f 6 90.8 15472 84.7 129.8 4' - 4' 70.0 128J 63.6 . 2a 87.6 a5- Sw' 72 / IJ2.2 65.5 1117 95.8 1 156.9 90.2 1J6.4 IlM Q_7 n CERT EO WNW MO SMEO MAO LW SCIdOML PWAND Or DO DM . &MV M A= 7-01 MrMN 6 SIRMAR , 70R A S4MC *= SplW OF '40 AN% AND APPLCkME OIFORUNCE FACTORS ! EXPOSURM 6 COMPLEMY GYNE2L" AND DOES MIT FROV E Rrp UMV IM A ME SFECM PROrtCF.. 2) no ow LIMO sCHEDNLE MIST fir ScNM SEALED AND RATED Or bn 04WfM IF USED 10 O6/AN A ONE TALE 6DRDAYO PERM.. J) COMRACMR OR PERMIT HOLDER 10 RE RESPOL67BLE FOR TW SEL.ECDOL OF OMM MND MO M BASED ON On COMW MAID LOW SOIEDLE6 FJ DES MnD La W SOMME SBALL RE COWSDERM NYALD r AU MM BY ANY MEANS. S.) DES" MIND LOADS SnAWM LW FW OOM CMR OR PM#r HOLDER FMOM DLLs am Law SOtpAE "a M WJCAMO ON A SUMIr OOOAENT PREPARED file DL CONONCTOP OR POW HOLDER 1a0.. SPROWSHM. OPDM SQlVMULC4`4WT• Era) *#AMIW FAMSIJM OM RM-OW TO DLL' AM" DO ZONE MO EME CIVIVI OLDS AND FOR ALL fiffir sLOA'S ** L - sNUR a" LBaM OR &UAW $Hvmt 11mr. COLMY OR A FaC ol.) 2004 RORIDA BUILDING CODE (NON HIGH VELOCITY HURRICANE ZONES, ASCE 7-02 / WIND LOAD SCHEDULES As S)"N STORM RAMS. ACCMM O 6NWN SHIIDD6 seat J/b//D1 �L. E Cr O INc. WIND LOAD SCHEWLE A4TE BLOC MELD 9-Mg- 140 NO mn mcff R t awR6mEo�lRypO�DENwEY EX V. ("-� 02-061 xa aw F1. lrfa�f . ryA41LI-Iy DIM m mmwm am ra Ldw VOW" M' LO-OOG6718 '7Fr Y) S' %0jTt ROAM L�i W87E � E un - OF J J #v rT,"A sc"Dizz le i A."'! ., .. Elwell AZ IM mom NO MEN IME MOMENOMIN MEN MIN MEN IMEMIN MEN IMMIME WOMEN MEN ONOMIN MEN MEN MIN (772) 335-9198 Port St. Lucie 1- BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA- BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd-0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NM USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, AND #0715.01-03 AS PER TAS-201, TAS--202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD® COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksl MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5001a WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. S. BOLTS TO BE ALUMINUM ASSOCIATION 2024-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS .OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU -FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL A VISIBLE PLACE W WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCKIQDOR ALTERNATE LOCK MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS C�DITIONS, AN INSIDE HV LOCK (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK , OR AN EGRESS H.V. LOCK (W SHALL BE USED. 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. 11. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (F-O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. A.S.S.A. I'1- C =` =_ TILUT TESTING do ENGINEERING COMPANY American Shutter Systems esss NX 362L. 94. =. : RmNs.71n,aav -11 Association, Inc. -1531 ®- w� 0000 �� West 2Palm Beoch,sFL r33407 wAL1¢s A. nwT .1,. P.E. Ph: (877)999-2772 FAX: 561)209-8360 P.E. SEAL/%NATURE/DATE rzawoA uc. / u1e7 ® 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System an _%" I va/ro I DATE: 09/05/0a GENERAL 0/27/1 DRAWING No 08-227 14 0 (A) HV BLADE & 1 COVERED UNDER US PATENT # 5458179 a 17` x a A2-1 1k e, 670 'off 0 HVHV CEI�NG HEADER VAR z50• 1s16•. Tom• Y. ago' 3.000• (max.) DIRECT MOUNT (§)3" FLOOR ANGLE 4. 8' 2.2 3• --745'-lam Q ` o o 4 © HG CENTERMATE � 1 (SELF MATING) .Izs' TYP. VAIRVES FROM ."' ®B.O. WALL ANGLE t��HV 1rmax.) B/0 H�DER/SILLf1 N OJ HV WALK —OVER TRACK O HV FLO T�1 ING CENTERMATE 2 '' IL ECO INS. TILLIT TESTING & ENGINEERING COMPANY �'✓I/ i'/ [X +' 6355 N.W. JSM S4 S4 SOS, VIRGM CAROM. RgIgA 57 (305)871-1530 . Fm : (30S)871-1531 ■-rt"3: tht■ cm.L— . ES-0005719 WALTER A. TIUJr Jr. P.E. P.E. SEAL/S1dNATURE/DATE R0R10A 1k. f 44167 x Y t 1' 1- 0.062' 1' 2" 0.062' 2' 2' 0.062" 2' 2' 1 4- 0.062- 2' 1 S' 0.062' A.SuS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 670 2 s2s• EQ�D�EILNG HEsDER/ t��� 1' 1. o QK HV goyia� 0200 EASTERN METAL SUPPLY, INC. BERTHA HV Th1 Accordion Shutter System. a-Iw DRAWING No 08-227 4) 3 8*0-16 ACETAL THUMBSCREWS 1/7F DIE OAST Ow HOUSNO UVAU �HOLUM aw'a. I. BN® PAINTED IMMO PANTED "KNLIN DER O8. BP/SS OYLAAER -9 & ms of*w (CIMME PLATED) ® H.V. LOCK EGRESS H.V. LOCK ___ (SEE NOTES ON SH D PLASTIC FfAD MDUN TO ^ SCALW 8 ' 18' AF)ER RIVETING BEFORE RIVETING 1I4"0-20 x 3�4"-20 x 3�4" I Z40-20 RIVNUT* S.S. THUMBSCREW ® ALTERNATE LOCK (TO HV LOCK Q 1 (SEE NOTES ON SHEET 4) WHEEL #3 NYLON ECES 9SSEMBLY T WASHER NYLON AT EVERY OTHER KNUCKLE ���MMMAAA��I��I o j12 SHORT F RECESSED NYLON BUSHING. ET ACCORDION PIN 114x2 3/4' H.V. ACCORDION PIN W/ je HEAD ACCORDION r PIN 0.188'0 AISI 302 SERIES S.S. RIVETS COROION AISI 302 SERIES S.S. WHEEL CARRIAGE Li TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1' 00.324" 1 4x2 3/4' N.V. ACCORIION PIN ATM " (- 0 W/ 18 HEAD 0 •s� *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PAW f 0820. AS MANUFACTURED BY WHEEL CARRIAGE DETAIL AVDEL CHERRY TEXTORN, PARAPPENY, NEW JERSEY 07054 OR EQUAL. N.T.S. 1 r, TIWT TESTING do ENGINEERING COMPANY �.+•�'•+--r------� 3RM SL. St.. 3a3. WXNIA G qwm TLOROA 33 Phase : (305)a71-ISM . Fax : (WS)871-1331 . .. a -mat LR4ao0od.c EB-0008719 WALTER A. THLT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA LTC. / 44187 A.S.S.A. American Shutter Systems Assoclatton, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (5B1)209-8380 %14x2 3/4' H.V. ACCORDION PIN W/ %8 HEAD i-/3 NYLON n HAT WASHER a 5"0 870'x3/16' THICK NYLON WHEEL 2 SHORT '' I NN1LOSE RECESSED NYLON -' NYLON BUSHING BUSHING rO� U O BLADE #14x2 3/4' H.V. ACCORDION PIN W/ #8 HEAD ASSEMBLY LAYOUT N.T.S. ® 20D9 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sv DRAWING No 08-227 1. MANDATORY CONDITION ft ONE HV LOCK@ SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ®- MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ OR ® CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION 41! IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO O HV LOCKS ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES (9 OR ® QK SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION /2- LOCKING RODS C ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION /2: ONE HV LOCK @ SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 5• ALTERNATE TO bdaNDATORY CONDITION #1 vApp ONLY Fog symmErgi • ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOOK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO (p OR ® CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. .E. SEAL/SIGNATURE/DA -%DR@-O-O 0-0-0- IL ECO�Nc. TIWT TESTING & ENGINEERING COMPANY 6355 NW. 301R St. Ste. 303, 11RG4M GARDENS, FLCfM% 33 Phone : (30 )871-1530 Fay: (305)671-1631 -moa: Mteco0aol — ES-0000719 WALTER A. TILT Jr. P.E. FLORiOA Lie. / "167 A.S. S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 OF CORNER CENTERMATE CODE (Non High Velocity Hurricane Zon 02009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System m 12 I I I DRAWING No 3 08--227 I EXISTING 1' MIN. SEP) _ � w : + li N � � VI E - Ea Ea C 1' Min. 1/4'0-20x3/4' S.S. PHILUPS CRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SE POURED CONCRETE E SCHEDULE ON USING 1/4'-20 NUTS O 12- O.C. OR CONCRETE BLOCK SHEET 10) WALL REQUIRED ® WALL MOUNTHV z INSTALS ATION INSTALLATION DETAILS TIWT TESTING dt ENGINEERING COMPANY 6355 N.A. 36M St., Ste. 305. %ARG7M GMtDEN3, FLORIDA 33 Ph... : (303)871-1530 . Fox : (305)671-1531 •-mdl: t0t•c.ft t— ES-OW6719 WADER A. TAlJf Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLO OA U. 111 44167 A.S.S.A. Amertaan Shutter Systems AssOclattOn, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 NOTE FOR COMBINATION OF SECTION2- 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT MY INSTALLATION, • E. D. - EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) CODE (Non High Velocity -Hurricane Zon, 02009 EASTERN METAL SUPPLY, INC. BERTHA HV Th1 Accordion Shutter System •1c DRAWING No 08-227 on Taco CONCRETE ANCHORS GE OF AB IF UCABIE „• . III . Lem I . • NOTE FOR CONBNATION OF _ E -DQn- 1- SEE SHEET 3 FOR TYPICAL SHUTTER ' 1' m A LN. SEPARATION TO ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. GI/SS i E. D.. EDGE DISTANCE (SEE NOTES h SCHEDULE ON' SHEET 11) EDGE OF -SLAB IF APPLICABLE LFLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) (A)WALK—OVER MOU TING INSTALLATION N. SEP/ TO CI. EXISTING i GLASS— /14x3/4' S.S. HEX HEAD TEK C SCREWS O 9' O.C. OR 1/4'0-20 —�---� S.S. M.S. W/ NUT O 9' O.C. ; o I) i tl�IL , THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE E1(R OR ENTRANCE 1-M 1 ALLATION DETAILS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) EDGE OF SU1a IF . APPLCA(LE CONCRETE REQUIRED— I• E. D.* ® FLOOR MOUNTING INSTALLATION t _11L-1EC0,NC.'N ` =— li/ a//(? r` P.E. SEAL/SIGNATURE/DATE TIWT TESTING k ENGINEERING COMPANY 6US N.M. 361b 5L. Sb. SOS. yRCtdA Gwven. Fl M 371 Phan : (3M)071-15M . Fox : (3W)871-1331 —dj: nte.O.W.— WALTER A. Ee °GW71e FLORIDA L7 % ut 7E rwmuA ouILWITvts AwSwS.A. American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 L VUL Ron 6 h Velocity Hurricane Zone 02009 EASTERN METAL SUPPLY. INC. BERTHA HV M Accordion Shutter System �• DESCRIPTION CAR OmMn . F.P. t °1D 00 ~ @/w/a DATE: 09/05/08 2 DRAWING No 08-227 3 4 gH 0 14 0 UT 9 1 N --EXISTING GLASS *SEE ALTO T L LOCK R *1 W , Nv LOCXSQ �� C] AND ALISI1NAlE LOCI( I�1 . ON SFIEET 4. 40R@OR �OQR rExlsnrlc cuLss DETAILS ON SHEQS g g51EE END WALL 101 QGR HO'@OR 1-------------- 1�a"�+ ri OPPOSING SYMMETRICAL O0�na„) T CENTERMATES '2• s I.S. TO AJ9E���}}} /tOx3/C FUMII'La1GHT. EACH AHCLE.I(YP)' K I l� I N U �CL_.L4s.KS U 7 WIN. 1 H C@zFI •.. G &(D J�GLASS A GLASS — EXISTING 2 — — ----- 1" MIN. 1 N OPTIONAL* X ' SEar � (INTEMOR) — — — OUT •. AA , ©OR IVA 0 1110 1 '0141 ©aRO OUT SECTION 12 EXISTING GLASS 1--------------------------�.- ------ SYMMETRICAL * IN g OR©OROOR . =WZ Log OP1aNALO � 1" MIN. (INTEMR) OORO�{ I J°RO TO T f� ' •' ` ' TLIE C O IKc. "�— - -- -'-- -- TIWT TESTING do ENGINEERING COMPANY -, - AUS N.W. Jeri. St. SI. -M% WA M QAROM FLMU 33 Ph— : (3Os)e71-1870 Pax : (]OS)071-1531 • .-map: 1Mxaaooat.can • .' E9-0009719 WALTM A. TILUT k. P.E. .E. SEAL/SIGNATURE/DATE nORDA Ue. / 44167 G.C. OUT - I_ 6 1/2• MAX. SLACK I ——..Z SECTION 12 AT SLACK DeTAI (IF APPLICABLE) FLORIDA BUILDING CODE Non High Velocity Hurricc 02009 EASrM METAL SUPPLY. INC. A S S A BERTHA HV TM ■ ■ ■ ■ Accordion Shutter Sy American Shutter Systems • Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (881)209-8380 Milk M FAR � ago DATE O9/o8/a 2 DRAWING No �8-227 4 SHEET __ 7_ OF 114 e POURED CONCRETE OR POURED CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED REQUIRED EXISTING GLASS CONCRETE ANCHOR O 16' O.C. EXISTING GLASS T _ _ 2' MIN. 1' MIN. E EQ 1' MIN. SEPARATION SEPARATION 1/16'x3' MAX. (6063-T6) TO CLASS I TO CLASS CONT. ALUM. CLOSER ' (LOCATE AT PLATE (LOCATE AT EITIJER 1YM EITH R SIDE SIDE OF N) N OF w) 1 /AMLN.t10x1/2' S.M.S. I0 16' O.CO Y. 16' O. SEE EFAIL X F St CONNECTIi SEE DETAIL X FOR TO TRAC SIDE CONNECTION TO TRACKS OR(D+OORO END CONNECTION DETAIL 1n POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS Il' MIN. OR©OR®OR� OR®+OORO END CONNECTION DETAIL 2Z POURED CONCRETE OR CONCRETE BLOCK WALL 7floxi/2' REWIRED EXISTING GLASS S.6S 1' MIN. / O 12 .0 SEPARATION ' \'1/2' CONCRETE MIN. TO GLASS ANCHOR O 12' O.C. 2' - POURED CON RETE CONCRETE BLOCK WALL REWIRED RED CONCRETE OR CONCRETE BLOCK WALL REOUII EXISTING GLASS 2' MIN EXISTINGGLASS MOTION -Z" 1 SEP I 1' MIN. VDETAIL(�) 1' OR 2' MAX. IPPUCABLE)x2'xl/8'x0'-2' NUM CUP ANGLE Y�' -T6 ALLOY) AT MIOHEICHT#10xl/2' S.M.S. 6: (2)1/4'• TAPCONS ORS TO WALL Ai iO.C.TE AT ETHER SIDEOF ©)SEE DETAIL X F SIDE aNNEECC� OR©ORI'90R® OR®+OORO END CONNECTION DETAIL • REQUIRE) ONLY FOR SPINS GREATER THAN (2)/1 �'' CLAN END CONNECTION DETAIL 5Q QR®©QDo Q) END CONNECTION DETAIL © OR(D ODo OQR(Fj DETAIL-� IL ECOlue A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877 999-2772 FAX: (561)209-8380 ) TILLR TESTING 3: ENGINEERING COMPANY GM N.W. ". St. SU. =. NWM oAAOR 4. RDWA 331 Phone : (305)071-1530 . Fox : (30 )871-1331 a -mall: IIR*c0McI.wm ES-000e719 WALTER A TAUT -jr. P.E. �0A U.. 1 44167 - P.E. SEAL/SIGNATURE/DATE m 20M EASTERN METAL SUPPLY, INC. BERTHA -HV TM Accordion Shutter System k DESCRIPlgN DAl[ ' D.— by, F.P. ew m- w �DATE: OB 05/O8 DRAWING No 08-227 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES. ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MkJOMUM DEM LOAD CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING L+ L-W L+ - L00 30 OR LES 16'-0' 16'-0' 1E -0 16'-0' 35 14'-IW 14'-10' IV-2' IW-O" 40 -II - - - 45 13'-1" 13'-1' 13'-4' 14'-3' 12'-5' 12 -5• 55 11'-10' 11'-10' 60 11'-4' 11'-4" 11'-7' 1 65 10'-10- 10'-10' 11'-1' 11'-11' 70 10'-6' 10'-r 10'-9' II.-6' 75 10'-1' 10'-1' 10'-4' 11'-1' 80 9'-10' 9'-10• 10•-0' 10'-9' 85 9'-6' 9'-6' 9'-9' 10'-5" 90 9'-3• 9'-3• 9'-a' t0'-1' 95 W-O' 8'-9' W-2' 9'-10' 100 e'-9' W-4' W-O' 9'-7' 105 W-7' 7'-11' 8'-9" 9'-4' 110 8'-4' r-7' W-7' 1 9'-2' 715 8'-2' _ 7'-3' W-4' W-11' 120 8'-0' 1 6'-11' 8'-2' 8'-9' 125 r-10' W-8' W-O" 8'-5' 130 7'-B' 6'-5" 7'-10' 8'-1' 135 7'-7' W-r 7'-9' r-9" 140 7'-5' 1 S'-11' 7'-7' 7'-6' 145 7'-3' 1 W-9' 7'-5' 7'-3" _ 150 7'-2' V*-7' 7'-4' 7'-0' 155 7'-0' 5'-5" 7'-r 6'-9' 160 6'-11' V-2- 7'-1' 6'-7' 165 W-10" 5'-1" r-0- W-4' 1-70 8'-9' 4'-11' W-11' 6'-2' 175 6'-7' 4'-9' 6'-9' 6'-0" 180 8'-8' 4'-8 6'-8' 5'-10' 185 W-5' 4'-6' 6'-7' 5•-8• 190 6'-4' 4'-5' 8'-6' 5'-6' 195 6'-3• 4'-3" 6'-5' W-5' 200 6'-4' 5'-3' 205 6'-1' 4'-1' 6'-3' W-t" MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS # (SEE NOTE t) MAXWM DESIGN LOAD (P-f-) (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING & FIAOR/CE. MOUNRNO L+ L- 30 16'-0' 18'-O' 35 14'-10' 14'-10' 40 13'-10' 13'-10' 45 13'-1' 13'-1' 50 12'-5' 12'-0 55 IV-10' 11'-10' 60 11'-4' 11'-4' 86 10'-10' 10'-10" 70 10'-6' 10'-6' 75 10'-i' IV-1' 80 9'-10" 9'-10' 85 s'-6' 90 95 9'-0" 8'-s 100 V-9' 105 e'-7' r-n' 110 e'=4' 7'-7' 115 8'=2' r-3' 120 8'-b' B'-17• 125 7*;rlW 130 7'=S" W-5" 135 -7' 6'-2' 140 7'=S' 145 7'r3' ISO 7'-2' a'-r 155 7'-0' a'-Y 160 e'-11' a'-2' 165 6'-10' s'-1' 170 W-9" 4'-11' 175 8'-7' 4'-e' 180 6-6 4'-8' 185 185 8'-5' ISO 6'-4' 4'-5' 195 6'-3' 4'-3' 200 W-2' -4'-2' 205 W-1' 4'-1' INSTALLATION LEGEND CONCRETE & WOOD WALL 1, 2. 3 1W, 2W. 3W, MOUNTING & 4 4W, 5W & 6W FLOOR/CEILING S. 6. 7 8W. 9W & MOUNTING & 8 10W ♦ MAXIMUM SHUTTER SPAN 'L+' OR "L-' FOR NSTALLAMONS INTO WOOD SHALL BE LIMITED TO 110 paT. DESIGN LOAD. t'CORNER CENTERMATE 93 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION /2 NOTE 14, SHEET 4 OF 14 IL ECO j1MC. \_ TILLFTTESTING &ENGINEERING COMPANY eiv N.W.x.wM. St.. St.. 30, 1aRGi1/1A c+wDexs. FLORIDA Sa Phan" : (305)671-1530 . Fo• : (303)971-1531 rma2: 4ltaco0aol.com -` E9-0000719 WALTER A. TIUJT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA UD. / 44157 t NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. WALL MOUNTINGS (TOP 80TTOM) RE TO DETERMINE MOR FLOOR/C IUNG: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+' AND 'L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD. DETERMINE. L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GWEN NEGATIVE DESIGN LOAD: DETERMINE Lt-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPAN FOR FLOOR/CEAMG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL To THE MINIMUM BETWEEN "Lt+ , 'L2+', 'la-' AND 'L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPUN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non High Velocity Hurricane 02009 FASTFAN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Svsi OLD 00 1" DRAWING NO 08-227 AAaHLIAMLIMA MMvcnoR- sPACiNG �1n.LSNIREDLIF F1DR A GIVEN �sY CNI tiTFR ca * SPECIFICATIONS ON ANCHOR REQUIREMENTS• POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES Kew, .,r �•.e� us.., .� - • .. �••,••�,•••�•- AIL n.,tlii I11YE FDR "'°�''i' OR � Of`Jr d LAITY"w� (SEE MOLNINDS 3. 0. 7 & e ON SHEET a) I. ANCHORS To SUBSTRATE SHALL BE As FOLLOWS: MIN �Ar�-','r': RIra.1T';�LT �7�' I�?a:<.(,;; Ra -N.1, 5� nt,.1 �� � '.,�;-�S�T7r. 4Z(J� �,...., Ba#C1,P,� r.�..7f•'..Jl♦ NL7N7N7r�NINI©r»0tr�vlvao liflNYl► lrao�ar>,N l®1[F7rY]IC�mIE7LT1�7 CAURUx �n11111a COm®�ovc�nommmom000®®®®®®mvl '• m®�N7OON7N7m®m[1000[11mIiD0000O8®®IF3®tT'i70Om' mmmnoonn m®mononnsnmmomvoo ®m®®®mmn mmmKIN nCEEMCE mmmnn000mnnna>tmmomoomo®®®m®®®®0MI"IMMrmoM m®®®avenHimm m®ENE�m U"COMM an RACIER ®®mvvvoj ' Nnmmn000m m®mvonnn a>tmmnomom ®®1111 MEN 0ON7m©®in®m00nnnmmmmm�m©®®MEEIKE mmmonoKM a URENCE nnmmmnonMM®®®ovnma ®0mmfonmmOml®mN7i70N7N70mmON70®mom®�£]N7®mm 0mm00000m®�onnnn©mmoolmmm®®®mrnnmm mUNEI ED orn®E11 KIM mmnmmoNno®®oonc>svv mmmoamo�Ia®mvonnnmmm000vo®®mnm©tea "Me [II®m.pN700 m®mONr7N�0©®m00pppa Mm®m�Ommm HIM m®¢annnnnm©mnmmQ©®®®ovno© �moEd®�nnovnmlmommmao®gym©mvao 0m0nota®URKE N70pElla mNa®®®M§AIM 10a ®E7N7mm0a a>t®mmN700a mmolDomOo UBENMMmNIfN7N� �mm000norn®�nnnuommlminmomo®®�mCM AME ONFImmm000BREMER 70a )I-IID100©a0®oom00o0 ION�oomvoam®�nnonommvinmo0o®mmnv�Naa m®I�oonaa mmum©tvoty ®�moomaa MmE�112um©ao OTfmE7111ME0 �®mnonaam®vomnao®®maa®nva 0®0®©m0a®mON7N 1A0N7 mommmova IDON7N31®aN7N� EIER MIKE am®mvlvlvaam¢nomomoo®mm¢�®Naoo ®®mmmnaN7i OmOm®ma0 ENM1AMm©ao ®0®ODD®oa , , m®0Om000m®mN700aN7Nnm0ON7N�N��®mCT..f' N'p©0a mmm©ovoo�®�vonaal�®oovooamomm©ava �®onvo0ornmlmonvea�mo©000lA®on©oaaa mmomovaom®�onvaammm©ova®®mnnvvav M m®vonmoam®monnoamlmommmoca®mo®rum ®m0®v©Dorn®mnnnaaoo®m©oowmmomvvvv 0�Nr7mmaa0m®�n0oaoU]mEOMOID 0ONOQloaaaa Nc»mN7 ®oN�®oNaoa�mmm®aaNa mmmm 0 ®©oaofD®mN70vaa®men©000N�®mmEM"Com 0ornaoa®�mnlvav 7 mmmN7mON>ta iD®Q7N700N7a ON70 000aa m®inooe�0a iIElN7N7N0>N�Oa®mtaovNaaOa 17m®0aaiD®mN,N,Naaammm®moanMENEM EDaOa ®clam 0 MIKIooNaN'rv®monoraammvova0ovomoNaaNaa NafD®mON70aa®NUtN7®N7000(IE]DN7®mODD m�v v ®ON�mN70aa[n®R7N7N7N�a0mN7OON7N7N7O nOmIlOeaaa RImmo00oa0m�vaaaaglmvooa0o m®nnoNaOa EXEMM©M===ZlmlE70vaaammmm000a�]OmOmaaO nl0mmo0aNifn®m0000a0N�00000o mON7aMMMM mOmLLmra00aUSURER Ia0olo0of MSEEa0Maa LY]N1NJNiiM=M' ¢fEaa7000aa�filCUMMM=s DOmmONaiaa �mmoo0oa m®EavN'aaa�o©0o0aNa men©Ivvaaa �o4000vom��vovvoon000000flonoovvv NUM1121311 oNifD®mN7aNaaaE7[El�lovova Imo©0a0a ' MEMKIN iaofD®mNwaaii�®N7N7N7aN�OmN7mE&lN,aaa ', oovNiaOaNiaaO®ONaoaOao®©aNavlraovmoNavNaNaa mototolototoNam®mao0aanmvovoolomm�000ao TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ (A) TO EXISTING POURED CONCRETE: (wn. re - 3 kd) - 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY LT.W. BUILDEX. (Min. re - 3 kei)) - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY COMPANY. (Min. -0 - J kei) - 1/40 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, PC (Min. O = 2 k(M 1/4'0 TAPPER+ ANCHORS AS MANUFAOTURED BY POWERS FASTENERS, INR, AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPEC Ty COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR RECISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC, (Mtn. rc . 3 Imp NOTES: MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED TGRFADFORY TECHNOLOGY ANCHORS AND ' TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A2) MINIMUM EMBEDMENT OF 1/4-0 x 3/4' ALL POILOS SOLID -SET ANCHORS SHALL BE 7/8• INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 SS MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND 1- MINIMUM FOR WALLS WITH NO STUCCO. A3) N CASE THAT PRECAST BMW- PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE DXISIING WALL OR ELDCR, ANCHORS SCULL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SWILL BE AS INDICATED ON NOTES Al) & A2) ABOVE FOR NSTALIATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. (B) TO OCISTiNG CONCRETE BLOCK: (ASTM C-BO) - 1/4.0 TAPOON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY LT.W. BUILDEX. - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL PONViS SCREW. BOLT & SPECIALTY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. COMP TAPPER+ ANCHORS AS MANUFACTURED TTY POWERS FASTENERS, INC.. AND DISTRIBUTED BY ALL PINTS SCREW. BOLT & SPEC Ty COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4- AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 8.2) MINIMUM EMBEDMENT OF 1/4 0 x 3/4- ALL POINTS SOLID -SET ANCHORS SCULL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1- IANBAUM FOR WALLS WITH NO STUCCO. B.3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS; PAVERS OR ANY VENEER BE FOUND ON THE EXISTNG WALLRE MIND SAID WALL FINISHES. ANCHOR SHALL BE OR FLOOR, NDICATED ONCHORS NOTES 8�& 0.2) ABOVE. FOR INSTALLATIONS BE LONG ENOUGH TO REACH THE ON INYLSISIDING OR EFS WITH OR OUT ALLTl STUDS AS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOkWENDATIONS AND SPECiMAM Ns OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EOCE DISTANCE VERSUS SPACING SCN I FOR At. TORS, MNOYUM ANCHOR SPACINGS ARE VALID Fan EDGE DIS "ES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, yM SPACING� ON SCHEDULE BY SPACING BY FLACTOR SPACNG REDUCED OBUIED USING SHALL DE LESS MUMM SPACN 0 FD, E1CD ANCHOR TYPE ACTUAL FACTOR GE T � APCON WITH ADVANCED TT�DFORM TECHNOLOGY Au. POW SOLID SET BALE TAP W/ CIIP TAPPER + 0 E.D. MN. SPACING - 3' MIN. SPACING - 3' MN. SPACING - 3 1/2' MIN. SPACING - 3- YIN. SPACING 3 3/4- 4- " BD ceHGCNRETE & CONS r wl>an OM:IM Z-M ft= LN EA•31/Y LB EA-21 PouaEo CONraRE1E & CONCRETE BLOCK POURED CONCYtEIE & CONCRETE BLOCK Pain OOt3aC�EIE COVCREE sm LN En•3 L Grt ED.-3' !2' E11.2 1/Y 3' 1.0 0.90 o 0.7e 1.0 Oa4 1.0 oat 1.0 - - oe7 1.0 2' - 0.71 - - - oat NI - 1 3/4' . - Adc,o - - - 0.43 - 1 1 Y 0.35 - - - - 033 - 1LE c o I A.S.S.A. --FTILUT TESTING do ENGINEERING COMPANY Amerfean Shutter Systems am N.N. Jan. SL, 3N. 3011. MRMU GARDENS, rLaaa sst AS80CfOtfOn• Inc. Ph—" (W a-mon: too I.Ca(n��71-lass 4268 Westroads Drive EB-0 WALTER A. TUT West Palm Beach, FL 33407 P.E. SEAL/SIGNATURE/DATE FLORIDA Lk sate E. Ph: (877)999-2772 FAX: (561)209-8380 02009 EASTERN METAL SUPPLY, INC. BERTHA -HV M Accordion Shutter Sv UD •F,M DRAWING No 08-227 MAXIMUM ANCHOR+ SPACING (in.)_ SCHEDULE FOR A GIVEN MAX. -SHUTTER SPAN NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) !S�; U B !E�;; T F:R ,o.T E SOUTHERN PINE No. 2 W/-MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0:36 1/2" MIN. CDX PLYWOOD MAXIMUM SPAN (ft) WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 2W3W & 1 W, , 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (pal) NEGATIVE DESIGN LOAD (pat) NEGATIVE DESIGN LOW (po NEGATIVE DESIGN LOW (pat) NEGATIVE DESIGN LAW (pal) NEGATIVE DESIGFI LOAD W NEGATIVE DESIGN LOAD (paf) 30140 60 75 90 1105.30 40 60 75190 105 30 40 60175 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 -0- OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 6 4.5 4. 3 6 5 4 4 4 3 4'-0" 12110 10 9 8 8 6 6 6 5 4.5 4 12 10 1019 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.513.5 3 2.5 6 5 4 4 4 3 5'-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12 10 10 9 8 8 6 6 4.5 .5 3 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12 10 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 32.5 2 - 12 10 10 7 3 - 5 _4 2.5 2 -- 6 5 4 4 -- 8'-0" 12 10 10 7.5 4.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 ,4 2.5 2 2 - 12 10 10 4 - - 4.5 ,3 2 - - - 8 5 4 - - - 9'-0. 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - 11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5 - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - .12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - -12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 6 4 - - - - 14'-0" 12110 - - - - 4 3 - - - - 12 7- 15'-0" 12 - - - - - 3.5 - - - - - 12 - - 16'-0" 3 - - - - - 12 - 1. ANCHORS TO WALL. FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - - 1/4'4 TAPCON OR TAPCON WITH ADVANCED THFvxoRLA TECHNOLOGY ANCHORS. AS W*UFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 a 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W. SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: SOUTHERN PINE No. 2 W/ 0-0.55 (N.OS) -DOUGLAS AR W/ 0-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S.) -YIN. 1/2" COX PLYWOOD (1988 APA) 4. ANCHORS SHALL. BE INSTAILFD FOLLOWING ALL OF THE RECOWA4NDATIONS AND SPECIRCATIONS OF THE ANCHOR'S MANUFACTURER. TINT TESTING d: ENGINEERING COMPANY 6355 N.W. SM. SL. St.. 305. VIRGINIA OU MM. F1.ORgA 33 Pion : (305)$71-1530 . Fax : (305)571-1331 -mail: 100067 ol.com • WPLTER A. TRlIT Jr. P.E P.E. SEAL%SIGNAtURE/DATE FLORIOAU. 1 u167 DA AmS.-S.A. American Shutter Systems Association, Inc. 4268 Westroads Drve West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 ® 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter S` 1 as 0.1N 1 0/a3/ca I DATE: 09/05/08 z , 0/27/1 DRAWING No s 08-22% WALL FINISH INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4.0 TAPCON OR —TAPCON THRF"ORM TECHNOLOGY 1/4'0 TAPCON OR W/ 1 1/2' Min. PENETRATION TAPCON WITH ADVANCED OF THREADED AREA TO THREADFORM TECHNOLOGY EXISTING WOOD HEADER. I W/ 1 1 2' Min. PENETRATION (SEE SCHEDULE ON SHEET 16) OP EO AREA TO z F OR © EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEEP 16) 1/4'0-20x3/4' S.S. MACHINE1' MIN. SEPARATION_ SCREWS W/ 1/4'-20 NUTS TO GLASS 1. O 12' O.C. Q EXISTING t GLASS--4 I E 2 w 1 1 WALL a = WALL FINSH � E FINISH Nag: 1-SEE SHEEP 3 FOR TPICAL SHURER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �J 3 -' I — EDGSTING MIN. I 2'x4' WOOD HEADER REQUIRED EXi I MIN. I a i , EXISTING I 1 2.4'4' WOOD F OR GLASS--; I I I HEADER REQUIRED MIN. SEPARATION TO GLASS t 1 �_1' MIN. SEPARATION I I 1/4'4 TAPCON OR TAPCON 'MTN ADVANCED EXISTING GLASS --I TO GLASS THREADFORM TECHNOLOGY W 1 i 2' MIA. PENETRATION THREADED 1 WALL CONNECTION AT TOP 2© WALL CONNECTION AREA O MIDWIDTH OF WOOD PLATE, 2'x4' CONh(SEE SCHEDULE ON SHEET 16) AT TOP PLATEREDD• ®WALL CONNECTION AT BOTTOM DUSTING GLASS--) 1 . COAT. 1 MIN. SEPARATION TO GV55 I EXISTING. 1' MIN. SEPARATION ' , 1 1' MIN. SEPARATION WOO REQ'D. �� GLASS,' Y TO GLASS TO GLASS � EXISTING ' < 1 CLASS-1 I p (-FINISH IN SH I I 1 • I I 1 I I • I WAIL iv I i Z L A FINISH i L 2k4' CONT. WOOD PLATE j I A-n-@ tl E• L 1 F OR © REQ'D. 0 I 1/4'� WITH DR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY .- 1/4L-2Ox3/4' S.S. MACHINE SCREWS_ W/ 1/4'-20 NUTS \ 1' Mfn. 1/4'f-20z3 4 S.S. MACHINE / ! W/ 1/2' Min. PENETRATION OF O 12' O.C. 2'z4' CONT. SCREWS USING 1/4'-20 NUTS 1/4'I TAPCON OR O 12' O.C. THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) 1/2' MIN. CO% 1/4.0 TAPCON OR APCON WITH ADVANCED 561 PLATE REQ'D. 7APCON WITH ADVANCED THREADFORM TECHNOLOGY I/V MIN. COX PLYWOOD REQ'D. PLYW000 REQ'0. THREADFORM TECHNOLOGY W/ 1/2' Min. PENETRATION OF W� 1 1/2' Min. PENETRATION O THREADED AREA O STING MIN. 2'z4' STUDS O 16" D.C. MAX. REO'0. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. WALL FINISH THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) ® WALL CONNECTION AT BOTTOM ® WALL CONNECTION AT BOTTOM 6W WALL CONNECTION AT BOTTOM SCALE: 3/8'=1' FLORIDA BUILDING CODE Hon High Velocity Hurricane Zo 02009 EASTERN METAL SUPPLY, INC. BERTHA ITV TM f LWCO �N�. A■S..S.A. Accordion Shutter System --=� QCme TILUT TESTING & ENGINEERING COMPANY rasa ILW ArICGt1 Shutter Systems N DIX Q° ^ W. F.P. . I SL, St•. WS' WRox4A `°Boas. naRa "' Phone : (3D5)871-: Foz : (3oS)671-IS31 Aaaoctation. Eno. ' 0101'" •r+ro• GATE: 09/05/0 ?� / ' : ' .:• tnt . .-mox: tRtco0aat.own E6-OODS712 4268 Westroads Drive West x HTAPCONREWF W11H AO/ANCEp THREADFORM 7EatNOLaOr o/n/t DRAWING No �'�' ' •;' A. c.1 Palm Beach, FL 33407 3 oI3-227 __ P.E. SEAUSIGNAiURE/DATE FLORIwLWALTER ut67E Ph: (877)999-2772 FAX: (561)209-8380 4 �� T ' LZZZ$ f Dare-60Z(199) :XV3 ZLLZ-666(LLe) :4d C911f IF T VGW-U 31V0/321%VNolS/lq,3S '3'd "P -V oN DNIMV80 lla/0 "o01O � Wt1010Y38H1 a3xxav L04££ l3 '43998 wlod )saM enua sp9ol)saM 3•d Inl(L M3INM 9119000-83 "�'p�0o,gw HUM Noxri so/so/eo �31V0 aw. NI-pQp 89Z4 '.oul 'uoltDI0086,v lfsl-Ile(soc) : xoe '.Ofst-U9(QM) : •-4d 9-V •d3 ' uxu,0 LYO NdldpOS30 1 iW alQ�ts' JO A uDD ®W N •A7 � 4S N V K[ \91tlOU 'SHi@ l9 nVb9h 'roc '95 'i5 mr ' 'N Ssts ANVlJV403 ONIS331419113 19 Mum llllll = �� •' - uaaIsAs .zanys uotpj000V ■�■ s• s ■� •� NI O 3 '11 tiJ o W1 AN VH.Lb38- 'AlddnS 'ONI TA3111 NHMSY3 600Z auoZ au90u1nH 1301-A L11 UON 3QO3 ONIMina valHo IA ,I - ,e/f 31VO5 MS OI o I •NOLLYTIVISNI 6 (91 133HS N0 3 33S) ANV 11N Ol AVM ANY NI 03NiBW0O 38 NVJ SNOLLO3S ONUNROW-Z walls DOOM OlfO Y3W 0 NHL AISY43SSY e311nHS IY31dAL HOi L L33HS 33S-1 30 NOLLV1113N3d •u;W .Z I /M :S3I0A (9l OOM NO 31f10;:i05 3 RL 'N3.0 DOOM Y39Y 03OV39HL HSINIi IIVM3-manddV 'MW .L AOOIONH031 WH0lOY3-&U 033NYAOV nNI 30 NOI1Vl1I3N3d 'NW .Z/l /M H11M NO3dV1 NO NO3dVl 0.f/I AODlONH031 YIN030tl3NH1 033WAOV 'NIW • 3I M330 -NM .L__ HIM NOOdYl e0 Noodtll 0.f/I 30 ,Z _ 03 O330 � 319Y0nddV 31 'N9Y ,L 3003 H030 30 30033(03MOlN KI HSINU ON) 0319n03N(03MOlN Zl O SM380S N31 H011 >1330 000M •NIW-.9x,Z H(QmSINU ON) X314GV3f% Nm 9�c , OOOM 036IM3N .N330 Ol II31tlNe HOHONVI I I 1 1 rONILSIX3 Wd3S 1 1 I (, ,I I I \ -3.0 at O SONS O1NI ---_ — NOUVMN30 QWaSHI � SSVIO �SSVIO SSVIO Ol I ssvlo {� MID Ol j 1 1 OLLVWd35---{ 'NIW d 'NIA ,Z/l l /M SHOHOW '0,03e SORTS ON11S1X3 � NOLLtlWd3S-1 I � � ' X301IR8 MU AOOIONHO31 DOOM 'NIW .fx.Z _ YVN030V3UMl 030NVACW HIIA1 I I I I NO3dV1 90 Noo"I 0.f/I Mir �8 M l � ®+OiIOO a0 ' smo 01 NOLLVM313 1 I SSYIO 210©MO®iJO� 'MN ,l , m ) -Nn03 VO 'Z '0N 3NId Ne3HInos 80 Nu S m(m sSV19 01 ONUSIX3 NOLLVWd3S 0.0 .9l O 'S'I.s ,Z/Ml# I � � S! OS•O 30 A1KM-'U33dS NIW /M OOOM No3 OIT/A 'NIN .1 1 - - AINO SI NOILYIIVISNI SDR •WdS -NM II , �SSV70 OMLLSUO XYW .0-,8 ONY OYOI NO630 'M lOdU HIM SNOLLYMISNI 39fll d0 a31N, ltl M3113S OYI 0,91/5 ,Z t I 1 1 NO3 OnVA Y3W 03wwu 30 'UJM 11 1d30OV of OR1S I NOI1Ve13N3d ,Z /M (H10W1 H3V3 IV MON N3d0 ® tl0 IVNINON -u!W ,Z) %38MA I I 'OOOMMId _ ssna Ol NOLLVWd3S 3 , I DOOM ONLLSIX3 30 H10MlOM Q 1V SM3HOS 310� ero 3 1 %OO UNZ/l - 'NIW .l 0 03 (9I 133HS NO 3lnMHOS 33S) ��O/3V1 35 0Vl 0.91 S(f) /M (AOI7V 91-f909) _ 1 ' .70 .9 O KM 000M ONLLSIX3 38RL 'Yin w UO3 .9/Ix,fx,t 'S'W'S 03 03 \\\03 3% Ol V3 W 3 NOLLVI1L3N3d 'WW .Z l l /Mp 'NHL 'xoly .f/f '1SDU SOILS ON it OOOK-ld I — -� MIONNO31 WN030Y31HL MUDS ONLLSOU %OO .Z/1 01 NOLLYaL3N3d i C13CMM .Z/l 'MW /M 4 �SSV13 ONLLSDC3 03ONVAOV HIM NOD"I HO NOOdVl 0,4/I NO SORTS O1N1 NOLLYN13N3d 030'd3eH1 'N99 ,Z/l t /M 1 / \ '0'0 NSP1i 0 .fZI0 I31� .9 O SUGHONY I i \\ x30VR8 MI AOOIONH331 I i \ �'M 'NOLLYrNLSNI e311fIHS Ol 2101ed lO3LHOW � ��n� DOOM ONLL. Wt1030V3IH1 03NO3,MI H11M NOOdVl !f0 NOOdYl f f/t (3-18V3rkw SV) 'SpRLS IO UMMON3 03I31S103N AS 031ALLWO 38 OL K9 ODOM 'NIW .fx.Z DOOM ONLLSOO 30 AOV11030Y IYyfly'N1yL4 '03i3Y103e WY3B (318V3nddV A) 3003 _ OOOM ONLLSDO ('uJW) .9x.1