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HomeMy WebLinkAboutSUBMITTED PAPERS+ "e PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 SCANNED APPLICATION FOR STORM SHUTTER PERMIT St Lucie COunty DATE: Z ZZ 1 i PERMIT NUMBER: `` . V alyy 1. LOCATION/SITE ADDRESS: I o 7 2S S ©c"., —ji Zo � 2. PARCEL ID NUMBER: - ,'O ( - 0 % 9 0 - oc O - 7 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �asr1� � �'ac.atio:�•r �4�er5 4. TYPE OF STRUCTURE: SFR X 5. OWNER INFORMATION Name: f�Go Z + &0 , Address: -40 43o-J- 166 City: TvA�1A-,j J.' kk*- State: N Zip: tL(�_Phone: i1 ke - Li%N- `(Q,7"7 Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: a Q-C.. o �S p t -7 County Cert #: Zk 5 L( 3 Business Name: G'P Phone number: 1 T'L- Z 9 -1 -10A-4 7 (o Concrete __X Masonry Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion t (o0 '9Jq • •3 T coa rrrr►��ft0 Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCED URE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ OWNERS AFFIDAVIT: I certify that all of the information contained in compliance with all applicable laws regulating construction and zoning. STATE OFAORID E OF OCWNER OROUNTY DCONTRACTOR/QUALIFIER S� ACKNOWLEDGED BEFORE ME THIS Z-1- --••DAY OF �, 20 I� BY, _` FEES DUE: is correct and that all work will be done in L . 0 19r4a WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY N SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER SLCPDSD Revised 96/17/2010 " 'rd • KENNETH R. KING M MY COMMISSION # DD 803187 ;= EXPIRES: November 3, 2012 BwdedThruNotary Public Underwriters weAs4dw JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3659575 OR BC(—`-�1350 PAGE 1376, Recorded 12/27/2011 Z 03:08 PM GUI g ream um Mum utter Corp. 3001 SE Gran Park Way Sluart FL 34887 772-287.6476 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby Siva notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Siarites, the fallowing information is provided in this Notice of commencement. A{61 I ' afe)I . Of To - Coo - % 1. DESCRIPr10 OP PROPERTs' (Legal description orthe properly & street address, if available) TAX FOLIO NO.: SUBDIVISION b\SO � BLOCK 1P TRACT LOT 1 BLDG UNIT l:o r �wh PA Sk Cz a: E r31 K 1= L, 17 ('paAwsJ 1Lk'u^-i' 7. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION OR LESSEE INFORMATION IP TIIE LESSEE CONTRACTED FOR THE IMPROVEMENT: A. Nsme And ecaress: b. Inturst in properly: N I h e Name end address offer simple tiuehololder(irdilrom from Omer listed Above): tJ1A 4. a.CONTRA&OR-SNAME: Arlo S � u -H ev Cm,p. Cpnnr9Iu'rrddrux3Ct0t 11C C�'.w-P.,r.� WAwf Sht 114 1=L b.Phanenumber. -772- Z97- fa Ni(.P 3Ngg7 S. SURETY fif•Iglierblr.A wpY afthe payment band hamchcd): A.NAmr A:dedd,m: is `INS I,. Phone number: a A—arband. i 6. a. LENDER'S NAME, V4 IA Lmdn'saddress: b. Ph— number. 7. Persons within the State of Florida designated by Owner upon idiom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: A. Nurse And amass N \.A. b Phanenumbenordesismtedpereom: Nkp. 9. a. In addition to himself or herself, Owner designates )A (A of to receive a copy of the Lienor's Notice as provided in Section 713.13 (I) (b), Florida Statutes. b. thane namx, e(person or enUry detisnated by Osvria: 9. 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 I year from the date of recording unless a different date is specifted):T, 20_ Under penalty of perjury, I declare that I have read the foregoing notice of commencement end that the facts staled therein era true to the best of ny kno a and belief. X X �riteC/ Zb!�G�l (Signature of Owner or Lessee, or Owner's or Lessee's (Print Nome and Provide Signatory's 711le/Ofllee) Authorized Omcer/Ol"clor/Parlaer/Manager) Staleof Fia2:-A Counlyor 6�:L..e.t*6 The foregoing Instrument was acknowledged before me this 1 day of 20 I by *f VCOee-'Ii GCh ,as •(^.3 sr.I a.14,� (name of pason) (type of authorily,...e.g, effect, trustee, attorney in fact) fa (name of party on behalf of whom Instrument was executed) Personally Mown _j( or Produced Identification_ Type of identification Produced I,1W.S. ITNNEIH R.IONO ./ti (Signature of Notary Public) r. MY COMMISSION # DD SM187 Print, T a..loal-nIs•a;' iXPIRES:NovaffWr3,2012 ( YPGonStampCommissioned Name ofNomryPublic) pf'e„te' itadad Tiuu Notary Put% U+dawbm STATE OF R ORIDA ST. LUCIE COUNTY TNI0 )C Tn r.FRT1FY TIiATTHIS IS A TI'I L: By: ba PROPOSAL Page No. of Pages GJJA L ALUMINUM & SNUTrER COR Since 1979 Phone: (800) 244.4143 Residential/Commercial Fax: (772) 287.9740 3001'S.E. Gran Park Way World Wide www.gulfshutters.com Stuart, Florida 34997 License # CRC058017 Proposal Submitted to, Phone p , Dale j Street city State Zip Code DO NOT SIGN THIS CONTRACT YOU READ ALL CONDITIONS OF THE AGREEMENT. We hereby submit specifications and estimates for: IM TOTAL $ 1 fQ q. 00 DEPOSIT OD BALANCE ON COMPLETION ONE YEAR WARRANTY MATERIAL AND LABOR It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of the corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrierdelays, delay orfailure to receive raw material deliveries, or by othercauses, whetherof like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric- Buyer agrees that any necessary electrical connections will be made at the closest source of power. Any changes or variations will bean additional charge. Interest- Buyer agrees to pay 11/z %permonth interest on any unpaid balances. Costs of Collection -Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of completion of the work outlined herein. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 50% of contract. Payment will be made as outlined above. SIGNATURE DATE OF ACCEPTANCE:�� 1/14/11 / SIGNATURE AGENT TfV(, fit^ _ff ALUMINUM & SHUTTER CORP. Do It Once. Do It Right. Since 1979 3001 S.E, Gran Park Way, Stuart, Florida 34997 (772) 287.6476 a (800) 244.4143 FAX (772) 287.9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET Page i of f Key Storm Panels - P Rollups - RU Accordions AC Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Signature Date �- Salesperson V r� Date 0,/vibl ` r iollaa tsunaing Loae unnne l r agu I Ul G t� s BCIS Home Log In User Registration Hot Top(cs j Submit Surcharge Stats &Facts Publications FBC Staff BCIS site Map k' Links Search Product Approval USE R:Public User Product Approval Menu > Product or Aoplication Search > Application List > Application Detail FL # 'f13 = 3 �' � ) Application Type Revision WRI WE la L Code Version 2007 .• Application Status Approved N c Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category MhuttersSubcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A.. Tillit, Jr. P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. klt Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 COI Dwq No. 08-227 Certification of Independence. pdf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2002 ASTM E-1996 2002 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding. org/pr/pr_app_dtl.aspx?paraln=wGEVXQwtDgvYYHH2vJ'vx5 3... 9/7/2011 i Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 11/03/2010 11/08/2010 11/ 10/ 2010 12/07/2010 08/26/2011 Summary of Products FL # IlModel, Number or Name Description Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by r�77�1#08-227 Blade 1 Only- (Non-HVHZ)- Drwg tracks (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R3 II Drawing No. 08-227 Revised.odf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D" max, span is 16'-0" for FL389 R3 AE Dwo No. 08-227 Product Evaluation Report.Pdf 30.0 p.s.f (for symmetrical and opposing centermates). See sheet 9 of 14 of installation drawings for other spans Created by Independent Third Party: Yes and pressures. This product shall not be installed within High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. Bach Noxt Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 467-1824, Fax (B50) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement l Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey l Contact Us Product Approval Accepts: ®EC�fk sccurl-rarcS Trurt.4 Y rt� rt littp://www.floridabuilding.org/pr/pr_app_dtl. aspx?parain=wGEVXQwtDgvYYHH2vJvx53... 9/7/2011 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. " THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd=0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01-03, A14D #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 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. B. 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 LABELIN A VISIBLE PLACE WITH WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK bW OR ALTERNATE LOCK (a MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMlvN 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 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. 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 (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THEi PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEE: SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. RECOTHIS P.E.D. SHALL RD THAT PREPARED THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF .� I L E C O it im TILIJT TESTING & ENGINEERING COMPANY G35S N.W. 3EM. St.. St-. 305. MRCIMA GMDENS, FLOR 33 Phone : (305)871-1 S3tilt0 . Fax : (305)871-1531 �+ EB-0006719 WALTER A. TILL1T Jr. P.E. ,�:.:, �• ' Z. , P E, S&I44S *WRt%DATE FLOPMA Ue. j 44t67 BUILDING A.S.SmAw American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (577)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Sy t atA OS-166 I101 ! UAI t: U`J' Ui/UI 2 GENERAL 10/27/1 DRAWING No 3I I08-227 4 SHEET 5 1 OF 14 I - , - I I - 1.9 17' G. LAE R. 670' 1.686" 4.857" 3.520' V'Dllq COVEREDU MrA - 7ET # 5458179 HV CEILING HEADER ARIVES 1.936- I Y_ .670[ qI 2.2ZE 4 IV' 670' 072 6 . .092' 0HV WALK —OVER TRACK 1 936" 9 670 3.529' E D CEILING HEADER/SILL A 0 OK HV 90-Z180' STARTER (f)HD 2" (Max.) B/O HEADER/SILL # 2 4.576" 4.66D0.334- 2.293' 745' .74T- 2.293' 3.226' 1.500' 6.. o 085" 062' 1 x4 , I C b 1.325' 4.897" 0. % 3.023" FLOATING 1�11-4 Z R R OM HV FLO H" X �—RD �J CENTERMATE 2 (SELF MATING) OIJV CORNER CENTERMATE # 3 VARIES .250' Typ. X 2" 2- 2- 10.12.9-mo 1 2- 2" 0.062 D.. ' 2 1- TC1121 Z -I— X 7, I VARIES FROM 2. 2" 4' 0.062 2- 1 5- 10.062-1 OSJ ON H.V. 2" (Max.) DIRECT MOUNT @)B.O. WALL ANGLE 3" FLOOR ANGLE ®SIDE ANGLE CORNER POST FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) @2009 EASTERN METAL SUPPLY, INC. TM BERTHA HV -A.S.S.A. Accordion Shutter System REV. N. DESCRI"ON DATE Drawn by. F.P. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 1 an as Ise 9/tm/. DATE: 09/05/08 6=4 N.W. 35t St. Ste. 305. MRG14M GARDENS, FLORIDA M16C Association, Inc. -1530 . Fax : (3M)B71-1531 DRAWING No Phone : (305)871 2 Uft.. Co.,... 4268 Westroads Drive WAM-000 719 West Palm Beach, FL 33407 3 08-22 7 LTER A. TIL6 -- FLORIDA ,.Lrr 1,,P.E, Ph: (877)999-2772 FAX: (561)209--8380 4 SHEET P.E. j ++ 67 4Q- Sj*Ttk/DATE s 2 OF 14 VARIES, 12" MIN: - 1.1.0" ' ACETm-20 S.S. OR 3/8-m-16 - METAL 7HUMBSCRENS. (Sic DETNIS) m '�• .375'0 NG RO (SEE NOTES ON SHEET 4) 3/8"0-16 ACETAL 1 /4" 0-20 S.S. THUMBSCREWS THUMBSCREWS .11SnADID ( _ DIE CAST 1HRPRESSTIJ EMEL SING ENAMEL 5.5M� DPAULIED O RN n KNOB. +G, .e7s" m .318" BRASS CYUNDER (CHROME PLATED)`CTUNDE & KEYS (CHROME (CHROME PLATED) Q�H`v '� :LOCK f'-EGRESS. HwVr.R�LOGK .875'I (SEE NOTES ON SHEET 4) .250' O.O. PLASTIC HEAD MOLDED 70 mI 1 S'REIY a .825' ? I t60' AFTER RIVETING -I BEFORE RIVETING J12 "a=20 xl� 3 1f4"0-20 RIVNUT# � ��S� ' UMBSC E ® ALTERNATE LOCK (TO HV LOCK Q) 1 �1 lUi'IV - WHEEL #3 NYLON ECESSED SSEMBLY-\ AT WASHER NYLON BUSHING. 1T EVERY #14x2 3/4" H.V.- OTHER ACCORDION PIN KNUCKLE W/ #8 HEAD I Z L) O SHORT RECESSED ^ °d NYLON BUSHING. ty N z I AO I;ei � � BLADE � hV r ACCORDION I I ACCORDION n PIN PIN •� 0.188"0 A1S1 302 SERIES S.S. RIVETS AISI 302-� SERIES S.S. WHEEL rr I I CARRIAGEHV o� HV I BLADE V ACCORDION ACCORDION PIN PIN I Z Y a� 7 LONG RECESSED- Nay it NYLON BUSHING. TYPICk 7§-All —Ek— SS l ffiLY SCALE: 3/8" = 1" 00.324" .048�ir TYP. m 5 (SEE NOTES ON SHEET 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) _ LARGE FLANGE THIN SHEET NUTSERT. '�'"�--- PART $ 0820, AS MANUFACTURED BY HtEL ' CARRIAGE DETffl AVDEL CHERRY TEXTORN, PARSIPPENY, JERSEY 07054 OR EQUAL N.T.S. NEW IL EC ® t: .. imc. r ---- — TILLIT TESTING & ENGINEERING COMPANY 35U, 5t. Ste. MS. NRGINIA GWDeZ; FEORIDA 33 X •.'•.......-.:' Pnane : (305)871-1530 . Fa:: (3D5)871-1531 a-mmiL• Nt-0-1— ®-0006719 WALTER A. TILUT Jr. P.E. P.E. SEAL)SIGNATURE/DATE N #ACCORDION PIN W/ #8 HEAD i j3 NYLON HAT WASHER 5"0 870"x3/16" THICK NYLON WHEEL. #1 LONG RECESSED NYLON BUSHING • RESHORT - I I RECESSED NYLON BUSHING 1 4 . . . . e.seiA15n-yI OUT LDING CODE (Non High Velocity Hurricane Zone © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM A■S■S.A. Accordion Shutter System American Shutter Systems �• N. DESCRIPTION DATE D arR 6 : F.P. Y t «m p-1mm m/w/m DATE: 09/OS/08 Association, Inc. 4268 Westtoads Drive 2 DRAWING No West Palm Beach, FL 334071—� 0 8-227 Ph: (877)999-2772 FAX: (561)209-8380 #14x2 3/4' H.V. ACCORDION PIN W/ #8 HEAD BUI j BLADE l i � I I � I � I �1 LONG I t RECESSED I I NYLON BUSHING I � �'14x2H.V. ACCORDION PIN i W/ �8 HEAD * NOTES ON- LOCKING RODS n W LOCK`R AND ALTERNATE LOCK: 1. MANDATORY CONDITION #1:'ONE HV LOCK© SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® MAY. BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO @ 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 HV LOCKS © MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES Q OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION Q2: LOCKING RODS @ ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS @ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED D AT STACKING POSITION (NON HURRICANE POSITION). C 4. MANDATORY CONDITION #2: ONE HV LOCK (q SHALL BE USED AT CORNER. CENTERMATES FOR ANY SPAN AND u 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 N A ON #1 VALID ONLY FOR SYMMETRICAL CENTERMATES: ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCKVW FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERRATE LOCK R MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-200/4" S.S. THUMBSCREW TO © OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. OCRO - ODR OiOGR®'© E C ,`. TILLIT TESTING & ENGINEERING COMPANY =`- f 63M N.W. 36th. St. Sta 30S, NRGM GA IHNS, RMIDA 33 Phone : (305)871-1530 . Fa, : (305)871-1531 a—nw0: t8t..V..4_ • ; .t WALTER A. TIWT Jr. P.E. P.E. SEAM/SI�NQTURQDATE �oeoa LK. f u167 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- ©� ©p6O r� R E CODE (Non High Velocity Hurricane Zo 2009 FAsTERN METAL SUPPLY, INC. BERTHA HV` Accordion Shutter Systen 4. DESCRIMON IDATE IprGwn by, F.P. an w-rsaI -/c3/ae DATE: 09/05/0 DRAWING No 08-227 CONCRETE ANCHORS POURED (SEE SCHEDULE ON 1/4'0-20X3/4' S.S. NOTE FOR COMBINATION OE SECTIONS: CONCRETE SHEET 10) 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY REQUIRED - I MACHINE SCREWS USING POURED 1/4"-20 NUTS 0 12" O.C. 2- MOUNTING SECTIONS CAN BE COMBINED CONCRETE IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS REQUIRED 1' MI.- (SEE SCHEDULE ON SHEET 10) EQ 0 OR- / I I a E. D. EDGE DISTANCE N E (SEE NOTES & SCHEDULE ON SHEET 11) MIN. SEPARATION I q � i 5nNG 1A.55— �1 WALL MOUNTING INSTALLATION WALL REQUIRED O WALL MOUNTING INSTALLATION i 1" wl U.1; MIN. SEPARATIONA i TO GLASS EXISTING I 1 1 GLASS- i II 2, WALL MOUNTING INSTALLATION EXISTING G.A." � � A MIN. SEPARATION i TO GLASS 1�J 1" lAin. L1/4'0-20x3/4' S.S. PHIWPS CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON USING 1/4"-20 NUTS 0 12" O.C. SHEET 10) WALL REQUIRED ® WALL MOUNING INSTALLATION INSTALLATION DETAILS FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zorn - ©2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Shutter System ;::; ..:;..... A -�L E C ® INC. ■ ■ ■ ■ Accordion a; J REVTINT " DESCRIPTION DATE Dnxn br. F.P. TESTING & ENGINEERING COMPANY American Shutter Systems DATE: o9/os/os ;,if y 1 6355 N.R. 36u, St. St.. 305. KRONA CARDENS. FLORW 3316 Association, Inc. 2 DRAWING No 08-227 Ph— : (305)671-1530 . F- : (305)671-1531 e—mod: 4ltecoCcol o EB-0006719 4268 Westroads Drive West Palm Beach, FL 33407 ' `. �j '• • - • 3 •• WALTER A TILUT Jr. P.E. FLDRIDA U. p 44167 Ph: (877)999-2772 FAX: (561)209-8380 A SHEET 5 P.E. SEAL/SIGNATURE/DATE 5 OF 14 CONCRETE ANCHORS GE OF TAB IF 'UCABLE NOTE FOR COMBINATION OF SECTIONS. 1— SEE SHEET 3 FOR TYPICAL SHUTTER I ASSEMBLY . A 2— MOUNTING SECTIONS CAN BE COMBINED —{ MIN. SEPARATION . ' IN ANY WAY TO SUIT ANY INSTALLATION. ' TO GLASS i r �_ • E. D. =EDGE DISTANCE ' i XISTINC 1� I ' i (SEE NOTES & SCHEDULE ON SHEET 11) GLASS—'' i i I i i I it ' J / 9 i EDGE OF SLAB IF APPLICABLE POURED E. D.4 CONCRETE REQUIRED FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) _ © WALK —OVER MOUNTING INSTALLATION U5 CEILING MOUNTING INSTALLATION i I --MIN. SEPARATIO To GLASS —i MIN. SEPARATION' EXISTING GLASS ----I I TO GLASS TO:ISTING � 014x3/4" S.S. HEXHEAD TEK i _ GLASSY SCREWS E 9" O.C. OR 1/.0-20 i ALTERNATE i S.S. M.S. W/ NUT 6 9" O.C. w AVCHCR LOCATON g10x3/4' HEX WASHER HEAD i 3/8- wN. TEK SCREWS ® 12" C:C. 1 E O I I 3/8 w . CONCRETE ANCHORS i (SEE SCHEDULE ON SHEET 11) I yNj N W CONCRETE ANCHORS EDGE OFF SLAB IF t , t"— EDGE OF } mL i (SEE SCHEDULE ON SHEET 11) I APPLICABLE E.O. /1/2 E.O. IF APPLICABLE I THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED EDGE OF SLAB IF POURED E. D.+ OR ENTRANCE OPERABLE EXIT t/2" 1 1/2 APPJJCASLE REQUIRED D.• _ POURED CONCRETEREOUIRED 0•a - Ly FLOOR MOUNTING I MISA LATi1QN�# ®FLOOR MOUNTING .INSTALLATION fi INSTALLATION DETAILS FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. BERTHA HVTIM ' 'v Y. 1-L E C O .N.. A■S.S■A■ Accordion Shutter System TILLR TESTING & ENGINEERING COMPANY American Shutter Systems N. 1 DESCRIPTION ,w,�l„ DATE v/m�ov pawn FP. DATE: 09/os/0b 1l` �p "• C_'�„' 6355 N.W. 36M SL. Stn 305, NROD6A GWDD7S. FU FAIM 331 Association, Inc. ..� Phone : (3DS)871-1530 . Fex : (305)B71-1531 tilt 4268 Westroods Drive 2 DRAWING No �f ,•(, e—mce: eooBeol.— EB-0006719 West Palm Beach, FL 33407 5 08—L27 WADER A. TILUr J, P.E. Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET P.E. SEAL/SIGNATURE/DATE FL..DA UF. 9 44157 5 6 OF 14 SEE ENpWALL CON C O D ON SHEEIS-5--&-JASEE NOTES ON LOCKING RODS©. HV LOCKS® O, 1T 90' U I N r EXISTING GLASS AND ALTERNATE LOrK©. ON SHEET 4. , F� SS,F END WALL CONNECTION I B OR©OROOJR--�� r—EEXISTING GLASS DETAILS ON SHEETS 8 & 14 DETAILS _ OF OR H I OR(J J 1—— — — — O ����, ---------------7.— ------- ax1/6'x0-2 I 3 1/4" 7• ---F6 OPPOSING 1/2" 1-4A SYMMETRICAL , I (e063-T6 AOY) ALUM. ANGLEV!/(2) 1/4"0 TAPCON 1/4 ANCHORS TOCONCREE 1/2. I TAz TS CENERME W LOCK CENTERMATES KW* 1" MIN - SEPARATION & (4)#10.1/2" S.N.S. TO TUBE AT EACH ANGLE. (TYP)1 l a103/4' S.M.S. O 12" //' O.C. FULL LENGHT. %'Aft* U * IN U * U TO GLASS(TOP/BOTTOM) N K ^� - K A * * L OR / A I OOR L L OR O t/` 1• - 1/2• � 190' j UO . iVl ' 2. A L OR OUT O SECTION 12 r POURED CONCRETE EXISTING GLASS I CONCRETE BLOCK W REQUIRED EXISTING �O�GLASS `------------------------- �'�------ rGLASS H I OR J ExISTINc SYMMETRICAL * IN B OR©OROOR 1. MIN T -- 7m CENTERMATES aPnoNu W 1 /�SEARATICN--- iIN * W LOCK *ORO+ I IORO TGGIfSS1" N, 1 OPTIONAL W �J 7 TO GLASS ( (INTERIOR) — - -- -- - T TO GLA55 i OU.T--------------- ' - ---- t CGNGRETE/ IL— A ANCHORS * 16` O.C. _—_--_—_—_ _—__- U � A A I VARIES A 9 OR tij U * i 50' * >11t/ � � 1 * (EXTERIOR)w�* U* �{i ) OR OM OUT 61/2"MAX.SLACH OUT X U SECTION 12 AT SLACK RETAIL (IF APPLICABLE) c.crTIn1J 17 AT CORNER CENTERMATE #3 ALTERNATE SECTION 12 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone W EC ®unc.■S■S■Af American Shutter Systems Association, Inc. 4263 Westroads Drive West Palm Beach, FL 33407 Ph: (677)989-2772 FAX: (561)209-8360 © 2009 EASTERN METAL SUPPLY, INC. fi Ei -ti HA HV Tu Accordion Shutter System Ev- N DESCRL9TION DATE I Dorm . F.P. 71LLR TESTING &ENGINEERING COMPANY 06 6355 N.W. 36tR St• Ste. 3, NRGWA COMM. FLORIDA 331 Phone : (305)871-1SM Fax: (305)871-1531 e-mall: 11ReooOaal.com F9-0006719 WALTER A TILLIT Jr- P.E. ' ORIDA ua- B 44167 1 pn oa 1■e ■/os/oe DATE: 09/05/08 ,�^,• "� ,(f -=s z DRAWING No OS-22% P.E. SEAL/SIGNATURE/DATE 3 a SHEET 7 OF 14 s `- • _ POURED CONCRETE POURED CONCRETE � OR CONCRETE ^�'� OR CONCRETE - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED OR CONCRETE/ BLOCK CONCRETE EOUIRED BLOCK WALL REQUIRED K WALL REQUIRED i � ��EXISTING GLASS � ..f1 EXISTING CLASS XISNNG GLASS CONCRETE ANCHOR -� ® 16" O.C. � � IXISTINC GLASS 2" MIN. 1" MIN 1" MIN. EQ 1 I EO 1" MIN_ SEPARATION 1/16CON MAX. SEPARATION TO GLASS SEPARATION TO GL455 1" MIN. STOPACLASOS TO GLASS . CLO ER CONT. ALUM. CLOSER I � 1/2" (LOCATE AT AT PLATE (LOCATE AT EITHER SIDE OF N& 1/2" ` ' ♦USE 1" OR 2" MAX. EITH SIDE MIN AP Ur )A+IGLE 6"x°�-2" III OF K) J I ALU(AS M NUM CLIP 1 /2" MIN. - I - — - — - (6063-T6 ALLOY) AT MIDHEIGH7 , ----- #Iaxt/2 S.M.S. � _—_—_ ...1/' #10z7/2" S.M.S. _ 0 16 O.0 _—_ _ _ ..` _ /_ _ __ IN 0#,Ox1/2" S.M.S. _ _TOQN & (2)1/4"0 TAPCONS. - 4— ® 16" O.0 ` ANCHORS TO WALL AT 1" O.C. / / (LOCATE AT EITHER SIOE OF NQ) SEE DETAIL X FOU SEE DETAIL X FOR SIDE CONNECTION TTRACKS T SEE DETAIL X FO SIDE CONNECTION OR©OR®OR® SIDE CONNECTION OROC OR�jORO To TO TRACKS -BORU OR(r)OR(r)OR®+OORQ TO TRACKS OR I( +OORQ OR®+(I DRQ OR(B)+QI ORQ END CON'NE (CTIO'N"69104011141 !3�. END CONNECTION DETAIL 4�j END CONNECTION DETAIL G END CONNECTION DETAIL 2� """" ♦ REOIDRED ONLY FOR SPANS GREATER THAN 12'-0" POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL REQUIRED REQUIRED EXISTING GLASS EXISTING I ®10x7/2" S.M.S. 1" MIN. SEPARATION 6 122" O'C SEPARATION J TO CLASS KN CONCRETE ®--y� 1/2" MIN. TO GLASS /� 12" O.C. /\ .•�, n �r7t (2)114x1 3 Hv 2" LOOR©OR(E)oRQ END CONNECTION DETAIL O 6 END CONNECTION DETAIL G OR(D+ I�ORQ oR®+QI DRQ (2)# OR@)+QORQ. MAW Y PLAN DES r_ fL FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone © METAL SUPPLY INC r.:. I '\ !L E C O �Nc.■S■S■A■ /� A American Shutter Systems Association, Inc. 4268 Westroad5 Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 2009— BERTHA►-HV TM Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 01, N.IY. 1111, St. Sta ml, VI m GARDFN9. ROFEd1 3316 (3D5)871-1530 . Fax : (305)87t-1531 e-mail: tilt.. ..I.— EB-0006719 WALTER A TILUT dr. P.E. FLORIDA De. � H167 _1 . N. DESCRIPUON DATE . D... E F?. DATE: 09/05/08 - z DRAWING No o4�ri �] U G227 '^}�•.,': .. P.E. SEAL/SIGNATURE/DATE • SHEET 8 OF 14 MAXIMUM SHUTTER' SPAN OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES. 'ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN Lan (Psf•) (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING L + (^). L - (P.) L + (ft) L _ 30 OR LES 16'-0°- 35 14'-10' 40 13--10" 13'-10" 14'-2 15'-2' 45 13'-1" 13'-l' 13'-4" ( 14'-3' 50 12'-5" 12'-5' 12'-8" 13'-7" 55 11'-10" 11'-10' 12'-1' 12'-11' d=4 'A &I2', ' 70 t0'-6' 1D'-6- 10'-9" ( 1V-5' 75 10'-1' 10'-1° 10'-4" 1V-1' 80 9'-10' 9'-10' 10'-0" 10'-9' 85 9'-6" 9'-6' 9'-9" 10-5' 90 9'-3' 95 W-0' 100 8'-9' B'-4' 105 8'-7" 7'-11' 8'-9' 1 9'-4" 110 8'-4' 7'-7'F7'- 9 -2'115 B'-2" 7'-3' 120 B'-0- 6'-11' 225 7'-10" 6'-8" 130 7'-8" 6'-5" L7- 140 7--5" V-11" 145 7'-3' 5'-9' 7-5 7 -3' 7-3 150 7'-2' 5'-7" 155 7'-D' 5'-5' 7-2 160 6'-11' S'-2" 7'-1' 6'-7' 165 W-10' S'-1" 7'-0" 6'-4" 170 6'-9" 4'-11" 6'-11' 175 6'-7- 4'-9 6'-9' 6'-0" 180 6'-6" 4'-B' 6'-B' 5'-10" 185 6'-5° 4'-6' 6 -7' 5-1 190 190 5'-4' 4'-5' 6'-6° 5'-6" 195 6'-3" 4'-3' 6'-5" 5'-5' 200 6'-2' 4'-2' 6'-4' 1'-3' 205 6'-1' 4'-t' 6'-3' 5--1' MAXIMUM SHUTTER SPAN , "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES. ONE HV LOCK & NO LOCKING RODS *. (SEE NOTE t) MAXIMUM DESIGN LOAD (P--J-) (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING & FLOOR/CEIUNG MOUNTING L + (ft) L - (6) 35 14'-10" 14'-10" 40 13'-10' 13'-10" 45 13'-1' 13'-1" 50 12'-5" 12'-5" 55 IV-10' 11'-10" 66 11'-4' 11'-4' 65 10'-10" 10'-10' 10'-6"10'-1'9'-10'W-6°9'-3' K7O10'-6" 9'-3"9'-O' 8'-9" 8'-9' 6'-4� B'-T T-T7' 110 7-7 115 115 8'_2" 1 7'-3" 120 8'-b' 6'-t t' 125 7'-10' 130 135 7`-7' s'-2" 140 7'=5° V-11 145 7'-3° 150 7'=2' 5'-7" 155 7770" 5'-5' 160 W-11" 5'-2" 165 W-10" 5'-1' 170 6'-9' 4'-11' 175 6'-7• a -9' 180 6'-6" V-8. 185 W-5° 190 195 6'-3' 4'-3' 200 6'-2' 4 -2 4' 1' INCTdL I ATION LEGEND CONCRETE & WOOD MANSORY W.� 1, 2, 3 11V 2W, W, 45V, 5W & I UO'M7ING & 4ry EL{708/CEILING 5, 6, fix/ BW, 9W & tOW Ig:@UNTING & St • MAXIMUM SHUTTER SPAN "L+' OR -L-'FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 pd. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE y4, SHEET 4 OF 14 • NOTES: (1) L+:MAXIMUM XII UL MALLOWA13LE SPAN FOR A GIVEN POSITIVE L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. - (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L+" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD. DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. FINAL- MAXIMUM -ALLOWABLE -SPAN -IS -EQUAL-TO- THE - MINIMUM DETERMINED SPAN BETWEEN "L+' AND ". (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. Lz+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX. SPA! FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE MINIMUM BETWEEN "L1+", "L2+', "L1-' AND "Lz-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. 205 s'-t - 'FLORIDA BUILDING CODE (Non High Velocity Hurricane Lo. " ��i'" �--�• 1L E C O mc. 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 ©2009 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter Systen TILUT TESTING & ENGINEERING COMPANY . 6353 N.W. 3EN. SL, Ste. 305, MRGINIA GARDENS. FLORIDA 3318 Ph— : (305)671-1530 . Fo.: (305)671-1531 a moil: Ulte"Caol.com W-000671P WALTER A. TILLIT U, P.E. FLOP10A ua. 8 44167 E4. N DESCRIPTION DATE Dmm E. F.P. ,1•; • „ t otP as -tee Uo3/oe DATE: 09/05/0 2 DRAWING No 08-227 ' P.E. 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M Rl6lOOInn . eoeee meee esee 00® IelL�ne�sse re�osee am eAaaeeeoe sMM ON00000iL>1QooloovoOQov00000oo0v000aaoovaaao usvaaaaoomooaaoaom>voaaaaamaoaoaaomaoaaaooeneseeese moaaaaaoEXIM on mvaoaovomaaovoaomoo agooamaa IMooawoa®oavavaoaaariaoaooaoeiseeeeee! aot all TAPCON OR TAPCON WITH ADVANCED . THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS -- - -- - - -- - - ON-SHEET-1.1-- - RIDA BUILDING CODE (Non High Velocity -Hurricane Lon 02009 EASTERN METAL SUPPLY. INC. BERTHA HV IM IL EC Ci -N.. A A .S.S■A■ Accordion Shutter System ------ -----" TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV. N. DESCRIPTION DATE . Orn— b F.P. n 1 om oe-,ve vAesAm DATE: 09/05/08 im �� 6355.N.W. 361R SL, St. 305. VIRMNA Gb3D,7b . FLORD A 3316 Association, Inc. TAPCON WITH ADVANCED 10/27/10 DRAWING No Phone : (305)671-1530 . Fax : (305)871-1531 a-meil: lRt..G..l.GOm ¢Z68 Westroads Drive 2 1hAF ORN 1EamDLDcr, GLUE TAP W CAP hTAPPER+ 08-227 E9-OON719 West Palm Beach, FL 33407 3 ' WALTEH A.Tlutr Jr. P.E. Ph: (877)999-2772 FAX: (561)209-8380 + SH EEI P.E. SEAL/SIGNATURE/DATE FLORIDA U. F u197 I 10 OF 14 AAAx1AAT IAA ANGHTIR• SPACING (in.) SCHEDULE FOR A GIVEN MAx, SHLITTER SPAN. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNDNGS 5, 6, 7 & B ON SHEET 5) mmmvvvvly 0®mvoovo ®mI®®mimfam ' mmmoovvommmvaovom®moonool®mmmmmf�il(r7 �mmm000vo - = moovvommmonnocaml®I�li�loli�lii�®®®m®i}�i001a �mmnn000a®mvono>ommmonvvo®mmmmlm®Iv �mm00000®®�IDOIr00©I®mmml'!i&im�ItEi mmmonuvom®mvovovm®m000v®®mmmmmr�m ��mm010000 IiSlm(�DDOD� �mm01�0010 mI®m0�00®i®mmia0[�i® mmmonnr3®mmmvviavommiman ovm m mmml�lrlci®0 ®� 0©IDJml�00000�mm0010®0 ®mm�00�0 , mmm�a®mm®' vaavmaimm' am>vam®mmmm®®n� �mm00�©®�mmDDODOmmm' 0�©®0®®�®0�®a �m00101(iii0�mmmE1i0000mm0' E�n[ila®®I®mi�l(�0®a mmm000v©rommronovommmooc�©mI®m®mvo®® �mmmvv®®ommmvvuvommmovo®mmmim0®®01© mmmmv®v©®mmonvvo m®omr�oo I®mli�li�©vvo a�mmonm®®liD®mv onvo mmmmn©li0®I®ml�li�i�i©tea ° Iv©m©I®mI�OmE�ma mmmrvvo©ommtnvv�ommm�m®o©®®mmv©v© �mim�ommmml®mIf7101i400i0®m mmv®c�mmammmonlii�om�v�mmoo®mm©®©aa 0m00®®Da®mm00000m®00®®aa®mf�i0®©va mmmom®oammmvvvva oom©a®mmrim©©a mmnoovammmvo�o mom®o©a®mmon�v mom©mo®®�®v®®l0 f�m©oivoa®ov®�aa mmmom©aaammvoma>mmovmnae®Im®v©�ao 0m01ii7m©vaa�mmvvvaam®om©vaa ®�Ir810©mva i:4f.'[I �mm0m®aammmvoQavm®momvaa®mmm®v©a mm©Irmarva�mmvi�aamuml®®oaamo©©®aaa _.. --om�v�©aammmvavaam�v�®vammm®mava mim0®�av m®m0®E!I(i=amm�Ef000a�fm00©001A®0m0©®a0 ®mmoval®aammmvlii�ammmv®�mao , mmm©v©oammmvvvaam®©oQaaa�m®ovae m®vv©vaom®mavvoa�ts©©vvaA®vv©vaao mmavomaammmovvvom�om®mom®mv®®mav �mmac�mvaommmavnaommQ©©vaa®mv©v©aa mvv®o©aommmonvaaovm®©vaamma®voaa mmv®®aaammmvvoao�m®®®aaomy®vovaa mmnmmava®mm010a00mmm©oaaammm©v©va �0®mv©aoam®mvvevomvomvva®mmmm®aao mn®lii!®liiavaliD®Iin000v0000©avaavov©aova mmm©ooaa iiDl®mE7001i4lOIIDO©li(�oav®m®©vvoaa! m�or�®ammmvvavommmamaoamw©©®aao'. momm©av ,mmm®oaaaammmvvavomvomoava m®©vvaaammmvvavommovaaaoa®m©aaao mvvl©DaaoiL!®mli�li�10010 ii�ili0©vaooa vvl9�aali00 mmml©alaoo l�ml�liiaaavlo �®©vaaala m118©v>oQao m�omaaavmmmvaaavmm®®aaao�v®o®aaro vlit�maaaaa®mlivaaalao©®©aaaam©aavvva mv®I®aaaliiai�mmvaaaiaom®aaaaammovaaao m�aaaaammlmaaaalrv�v®aaaaavlfam®©oaa ��aaaaamm0aaaaa�v©aaaaomm©vlir,laala aaoaammmaaaaam©©aaaaav®laaaoaa Imli�©vaaaommmaaaavmvoaQaaovvvvavaa �t�®aaaaammmvvvaavmmaaaoommv©vava �mnavaaommmaavavmm©aaaaosavm®©vao i0[�aaaaa f�OI©00000 �®maaa �®mya0ya av I(a�DaQaaa DIIiDaayaO 0�©aavaa ®®�avvao TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY AL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ P.E. SEAL/SIGNATURE/DATE * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCKSUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE (Min. f'c - 3 W)) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS. AS MANUFACTURED BY I.T.W. BUILDER. (Min. fc 3 ks1) - 1/4'0 x 3/4" ALL POINTS SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. fc = 3 ksi) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. fc - 2 ksD 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.• AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. fc = 3 ksi) NOTES: A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4", AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE T14AT PRECAST -STONE.- PRECAST CONCRETE -PANELS; -PAVERS -OR -ANY -VENEER -BE FOUND -ON THE EXISDNG-WALL OR FLOOR,_ _ ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICAI ON NOTES A.1) & A2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINI (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREWFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER. SYSTEMS ASSOCIATION, INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. B2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS: PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR,' ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL E DICTANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLDGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING I- D. MIN. SPACING - 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2' MIN. SPACING = 3' 3 3/4' 4' POURED CONCRETE & CONCRETE' BLOCK A01 E .5, P0LFZ CAE Mt1 EA=31/Y pyNDEM BLDLt( 6L'1 ED.e2 1/Y POURED CONCRETE & CONCRETE BLOCK LAN. Fa.3 1 POURED CONCRETE & CONCRETE BLOCK MIN. ED..3' FaURED C0,00E E0..3 1/2' 0240RER a,,o MR ED. =21/1, 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 2 1 /2' - 0.81 1.0 - - 0.67 1.0 2' - 0.71 - - - 0.51 - 1 3/4' . - DeiBinws - - 0.43 - 1 1/2' 0.35 - I - - 1 0.35 - IL ECCmC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361n. St.. Ste. 305, YIRG•AA 049DENS, ROfi01 33 Phone : (3DS)871-1530 . Fox : (305)871-1531 Ee-mvUl0om ®-O0o6719719 WALTER A TINT Jr. P.E. FLORIDA Uc. } 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane © 2009 EASTERN METAL SUPPLY, INC. S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 BERTHA W TM Accordion Shutter System _ Ev. N 11-111PTON DATE Drown by, F.P./LC, 1 m os-1aa •/m/- DATE: 09/05/08 DRAWING No 08-227 MAXIMUM ANCHOR+ SPACING (in) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) U B SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH PRU;EOINE'--^I SOUTH 1/2" MIN. CDX DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 WN G-0 6 PLYWOOD MAXIMUM SPAN CEILING MOUNT 8W WALL MOUNTINGS CEILING MOUNT 8W"N'd"M4-- iCEILING MOUNT 8W WALL MOUNTINGS WALL MOUNTINGS FLOOR MOUNTINGS 1W, 2W, 3W ec 6W FLOOR MOUNTINGS fFLOOR MOUNTINGS 4W & 5W 1 W, 2W, 3W & 6W 10W 9W & 1OW 9W & 10W NEGATIVE DESIGN LOAD (Psf) NEGATIVE DESIGN LOAD (P-) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (Ps) NEGATIVE DESIGN -LOAD (pS0- - - NEGATIVE-DESIGN-LOAD-(psf) - - NEGATM-DESIGN. LOAD-(Psf) 30 40 60 75 90 1 55 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 0 75 90 105,30 (40 60 75 90 1105130 40 60 75 90 105 -0" OR LESS 12 10 10 9 8 8 6 6 6 6 6 5 12110 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^ 12 10 10 9 8 8 6 6 6 5 4.514 12110 10 9 8 8 6 6 5.5 4.5 3.5 3 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 F_G" 12 10 10 9 8 8 6 6 5 4 3.513 12110 10 9 8 8 6 6 4.5 3.5 3 2.5 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 -0 12 10 10 9 8 6.5 6 6 4.5 3.5 3 2.5 12110 10 9 8 4.5 6 5.5 3.5 3 2.5 2 10 1'� 9 6 3 6 4.5 3 ,2 2 - 6 5 4 4 3Z - 7'_0^ 12 10 10 9 6.5 4 6 5.5 4 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - [12 110 10.7 j3 - 5 4 2.5 2 - - 6 5 4 4 - - 8b� 12 10 1017.514.5 3 6 5 3 2.5 .2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 10 4 - - 4.5 3 2 - - - 6 5 4 - - - g _p^ 12 10 10 5 3.5 - 6 4-5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 10 4 2.5 - - 4 3 2 - - - 6 5 3.510'-0" 12 10 7.5 4 - - 5 4 2.5 .2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 10 3 - - - 3.5 2.5 - - - - 6 5 -11--0" 12 10 5.5 - - - ' 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 10 - - - - 3 2.5 6 5 - - - - 12'-0" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - I - - .12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 14'_0• 10 - - - - 4 3 - - - - 12 7 "- - - - 3 2 - - - - 12 5 - - - - 15'-0" 2 ]22 - - - - - 3.5 - - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 16'-0" - - - - - 3 - 2.5I - - - - I - f NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1. ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THRE'ADFORM TECHNOLOC ANCHORS, AS hL\WFACTURED BY I.T.W. BUILDER W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 & 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/ G-D.55 (N.DS) -DOUGLAS FIR W/ G-0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G-0.43 (N.D3) SPRUCE PINE FIR SOUTH W/ G-0.36 (N.OS.) -MIN. 1/2• COX PLYWOOD (1986 APA) 4. ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zon -' 1 L E C 7 N -. A.S.-SuAn American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beech, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 © 2009 EASTERN METAL SUPPLY, INC. BERTHA H`VT` Accordion Shutter System TILUT TESTING & ENGINEERING COMPANY 6355 N.w. MDR 61 6•. 306, VRGNN CAROD,S, FLORM 3316 Phone : (305)871-1530 . Fax : (305)871-1531 e-mail: btteeo®ool.com EB-0006719 WALTER A nar. P.E. FIo1aDA uo. 44167 IEV. No DESCRIPTION DATE Drawn b . F.P./L. ;sue 1 an os ,se ,/oa/oa DATE: 09/05/08 2 1rARWroau T +cLco& io/zvlo DRAWING No 08-227 T P.E. SEAL/SIGNATURE/DATE 3 SHEET 12 OF 14 s rWALL FINISH OR 1/4'0 WITH DV TAPCON WITH ADVANCED iTHREPDFORM TECHNOLOGY 1'I/ 1 1/2' Min. PENETRATION / ILEXISTING t DED AREA TO i IWOOD HEADER. EDULE ON SHEET 16) F OR Os INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4"0 TAPCON OR - TAPCON I ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION - OF THREADED AREA TO EXISTING WOOD HEADER. / (SEE SCHEDULE ON SHEET 16) \ 1/4"0-20x3/4" S.S. MACHINE p--I" MIN. SEPARATION_ TO GLASS SCREWS W/ 1/4'-20 NUTS ` 1 •� 0 12" O.C. Q 4+y EXISTING / 1 x $ GLASS- --I - 1 I � E � Iflll � 1 WALL PT-1lfT� FiN15,_i7 ' J - ( •y`EXI.4 MIN. " • I 1 2':4WOOD I � EXISTING MIN. HEADER REQUIRED EXISTING I I ' 9 2'x4' WOOD GLASSY I I I 6 HEADER REQUIRED I I flgfl II 1" MIN. SEPARATION I 7 1' MIN ION SEPARAT70 GLASS I ISTING 9 GLASS— TO GLASS 1- 1C1 WALL -CONNECTION AT T.O WALL CONNECTION AT TOP DUSTING 1 ! GLA55—`�—I" MIN. SEPARATION I t ! I I I 2"x4' CUNT. TO GLASS I I A EXISTING 1' MN. SEPARATION WOOD PLATE I I I GLASS--� TO CUSS I iTl�l tl fT� NOTE: 1-See SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMENED IN ANY WAY TO SUIT ANY INSTALLATION. z i LJ -I — - - - - - - --! of t F OR 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2" Mii. PENETRATION lit OF THREADED AREA 't MIDI OF WOOD PLATE. 2'x4' CONT. SILL (SEE CHEDUL-c ON SHEET 16) PLATE REO'D. WALL GONNE,GTON ATT-B01ITOM ! 1' MIN. SEPARATION I 1 I w TO cussEXISTIN GLASS—E • I A ! I I I P'1 =1 tl ICI`. wAL FINIS — y y 1 I U U U U v 1 11' 2"x4" CON.o� 1t ) y N WOOD PLATE �OR © REOb. Min._.) Q o I w l4 4 `y 4 �1/4"0 TAPCON OR 1� ' i l { `\_ `7/4'0-20x3/4' S.S. MACHINE ' \\ i' Min.•-�1/4-0-20x3/4' S.S. MACHINE _. l{ 1`1 11 TAPCON WITH ADVANCED 1' ` III SCREWS W/ 1/4-20 NUTS SCREWS USING 1 4"-20 NUTS t 7HREACFOP.t4 TECHNOLOGY V ` I' �! i' I \ ® 12" O.C. '� 2'x1" CONE. /4'0 TAPCON OR ® 12 O.C. '+ ,y W/ 1/2' Min, PENETRATION OF 1 1� i SILL PLATE �TAPCON WITH ADVANCED THREADED AREA INTO PLYWOOD. \ 1/4"0 TAPCON OR THREADFORM TECHNOLOGY REO'D. ` (SEE SCHEDULE ON SHEET 16) APCON WITH ADVANCED 1 W/ 1 1/2' Min. PENETRATION I 1/2" MIN. CDX THREADFORM TECHNOLOGY ` l41 I� OF THREADED AREA L-1/2" MIN. COX PLYWOOD REQ'D. PLYWOOD REO'D. YI/ 1/2' Min. PENETRATION OF Y MIDWIDTH OF WOOD PLATE. VEXISTING MIN. 2'x4' STUDS 6 16" O.C. MAX. REO'D. PLYWOOD TO BE WALL FINISH THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. (SEE SCHEDULE ON SHEEP tE) �W WALL CONNECTION AT BOTTOM 6W WALL CONNECTION AT BOTTOM 4W WALL CONNECTION AT BOTTOM SCALE: 3/8"=1" FLORIDA BUILDING CODE Ron High Velocity Hurricane Zone) •i © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV _ .. [L E C O 1 7. A.S.S■A■ Accordion Shutter System a •r----•3?--• REV. N. DESCRIPTION DATE Dram . F.P.&G. �.x TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems .:; i• +'."F �% �• 6355 N.W. 36th. St" Ste. 305. VIRGM GARDENS. FlrlwA 3316 1 mD 0l-1!s �/4�/W DATE: 09/05/08 Association, Inc. Pnone : (305)871-1530 . F.: (305)871-1531 4268 Vlestroeds Drive 2 TAPCON WITH ADVANCm THREADFORM TECHNOLOGY 1o/sT/1 DRAWING No '<%f ! < '_I'' • ^ < n-ma11: t 1ec06aol.wm < <• , n EB-ooD6n9 West PQIm Beach, FL 33407 Q$-22% '•-�A", C. < ,..` :ti WALTER A. TIUJT dr. P.E.) ) Ph: (877 999-2772 FAX: (561 209-8380 3 SHEET 't+• FLORIDA UE. '# 44167 4 P.E. SEAL/SIGNATOh/DATE 5 13 OF 14 s IIIIIIIIIIIJ EQ EO 2" MIN. 4%8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL P _ GE (IF APPLICABLE) ADEQUACY OF EXISTING WOOD / BEAM TO BE CERTIFIED BY J ( . REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER EXISTING WOOD ', INSTALLATION. TRUSSES OR 0 EQ RAFTER ® 24' / O.C. REQUIRED 1/4"0 TAPCON TAPCON WITH ADVANCED N / I I EXISTING SOFFIT THREADFORM TECHNOLOGY W/ 1 7/2' Min. PENETRATION 3/4' Mo.. THK OF THREADED AREA TO 04x3/4' ED S.M.S. EO 1'x4'z1/8" CONT. ALUM. TUBE - (6063—T6 ALLOF) W/ EXISTING WOOD BEAM (SEE SCHEDULE ON SHEEP i6) 1—�Q 0 / - - O 6' O.C. cn (3)5/16'0 LAG SCREWS TO EACH RAFTER OR I , E Da © TRUSS. LOCATE LAG SCREWS AT E I MIDWIDTH OF EXISTING WOOD _ _ I _—___ _ _ _ _ _ I I __ — _ _ _ MEMBER (2'-Min. NOMINAL --- -- ---- — - OPEN HOLE AT EACH WIDTH) W/ 2" Min. PENETRATION I 1 1 STUD TO ACCEPT j I I I I OF THREADED AREA. VALID FOR INSTALLATIONS WIT14 72psff MAX. EXISTING I I IsIll I I 5/16"0 LAG SCREW I I I DESIGN LOAD AND 9'-0" MAX. CLASS --I I I x AT CENTER OF TUBE I I SPAN. THIS INSTALLATION IS ONLY I < E j I I I VALID FOR WOOD W/ MIN. I I" MIN. I I SPECIFIC GRAVITY OF 0.50 AS I I i I I DOUGLAS FIR OR SOUTHERN PINE I 1' MIN. I I TOACLASS I I I I I I No. 2. OR EOUAL I EXISTING I I rSEPARATION— TO GLASS I I I I I I A 2"x4" MIN. WOOD STUDS. (AS APPLICABLE) FINISH EXISTING GLASS - i 1' MIN. SEPARATION R © TO CLA55 l HOLLOW CEILING MOUNTING INSTALLATION �Q , SOFFIT MOUNTING INSTALLATION I I I I A I 1' MIN. rt, I 7" MIN. I I A I—SEXISTING IEPAR4TION Ijjj I GLASS\I TO GLASS N xa I TO GLASS 1 1 \ 1 AL TERNATE I I � 11 I I II ANCHOR I 1 1 1 I 1 EXISTING I GLASS—JAE II2"z6' MIN. WOOD - LOCATION . I I 3/B' NW. WASH DECK REQUIRED - 1(NO J/B MOV R4 HEAD TEK ` SCREWS ®12' O.C. FINISH 2'z6'-MIN. WOOD DECK ALLOWED) REQUIRED (NO FINISH_ O EDGE OF DECK EDGE OF DECK 7" 5 IF APPUCABLE IF APPUCA13LE E.O. E.O. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY RW SUILDEX ANCHORS 0 6" O.C. W/ 1 1/2' MIN. THREADED PENETRATION INTO STUDS OR W/ MIN. 1/2" THREADED PENETRATION TO 1/2" COX PLYWOOD IF NO STUDS EXIST. —1/2" MIN. COX PLYWOOD. 2'_MIN. _ _ _ _ __ T T JIOx1/2" S.M.S. ® 16" O.0 (E)OR(E)OR ©OR OR QORQ+(ED END CONNECTION DETAIL 1 W & 4W 1/4.0 TAPCON OR TAPCON WITH ADVANCED T14READFORM 2'z4" MIN. WOOD TECHNOLOGY 17Yf BUILDEX STUDS REO'C.I ANCHORS W/ 1 1/2' MIN. EXISTING GLASS THREADED THREADED PENETRATION INTO STUDS 0 12" Q.C. I. MIN- + \ SEPARATION I TO GLASS 1 ...,...... / I 2" MIN. IF . . DECK OF WALL 1/4"0 TAPCON OR TAPCON WITH 2" MIN: 1/4"0 TAPCON OR TAPCON WITH APPLICABLE (I)OR(E)OR ©OR�--� 2" MIN. FINISH ADVANCED THRMFORM TECHNOLOGY ADVANCED THREADFORM TECHNOLOGY /I�,, ri� W/ 1/2" Min. PENETRATION OF NOTES: W/ 1/2' Min. PENETRATION OF OR V" R(W+® THREADED AREA INTO WOOD DECK 1—SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) 2—MOUNTING SECTIONS CAN BE COMBINED (SIT SCHEDULE ON SHEET 16) END 'CONNECTION DETAIL WW) 9� FLOOR CONNECTION IN ANY WAY TO SUIT, ANY INSTALLATION. 1A FLQOR CONNECTION K� SCALE: 3/6° = 1^ FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) ,M '•#,';' 02009 EASTERN METAL SUPPLY, INC. .,, s-, BERTHA HVT7"1 '`a' "^ S A ■ ■ ■- ■ Accordion Shutter System • - American Shutter Systems REV. N DESCRIPTION DATE Om,n . F.P. /LO. 1 O:A PJ-196 ./-/o. DATE: 09/05/08 CC = TILLIT TESTING & ENGINEERING COMPANY N.W. 3: St. 9La 305. VNRD0IN FLORIDA 3316 Association, Inc. 2 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 0/17/1 DRAWING No 7 �. •'� •-fg•'.`. (3055. Phone (305)871-1530-. Fox ; (JOS)871-15J7 ( a-maB: GlteeaOoo!.eom 4208 YJestroads Drive EB-0006719 West Palm Beach, FL 33407 08-227 3 „1 ' �'` P.E. SEAL/SIGNRT(IRE/DATE IIIt::. WALTER A. U. TLUT .r. P.E FLORIDA 44167 Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET s 14 OF 14