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HomeMy WebLinkAboutSUBMITTED PAPERSJ J PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED 772-462-1553 BY St. Lucre County APPLICATION FOR STORM SHUTTER PERMIT �x j DATE: Z' 3 (Z PERMIT NUMBER: 12-6z _( )`�(' (.C2 1. LOCATION/SITE ADDRESS: 3 J Oo"a -by, GA 2. PARCEL ID NUMBER: '35 3 .6^ 3 3 Li ^ O b o 3 - Zl O - 1-i SECT TWP RNG 1416 MAP 3�3 ZNG LU INIT 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 1. k s A CC_o.0;d.j 'SkAe,ts 4. TYPE OF STRUCTURE: SFR'13wW -16-bf- ADDITION OTHER 5. OWNER IN/F-ORrMATIONl �/ 6. Name: �D�• f-i-TZ `--AIG-.,, T `�-fZ Address: �5 k%irT:ti►✓o� �L City:1 n State: Nq Zip: (1724 Phone: 7%Z' kN (O' '4 Hk3 CONTRACTOR INFORMATION FL Reg/Cert #: 0 '�C County Cert #: Z® SLi 3 Business Name:�u-� �P�w� i -l",t cv,p Phone number: 'f'�`Z - Z87 -7 Type of Surface attachment: Wood Frame Concrete J(— 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 '3- K? .w A'rCAc H� 0 Roll Up AAA.;" Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. * *SEE FINAL INSPECTION PROCED URE FOR EXISTING RESIDENTIAL SIR UCTURES ON BACIK�. 7. VALUE OF CONSTRUCTION: $ 3l 1ao FEES DUE: ( 6) OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. �J, U 'L PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIG TURE OF OWNEW OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OFE— ACKNOWLEDGED BEFORE ME THIS —6vo DAY OF rd , 201Z-, BY, L-. B few WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. . ........—� SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER SLCPDSD Revised 96/17/2010 SEAL 9NNE ti R. KING Z MY COMMISSION 0 DD 803187 c EXPIRES: November 3, 2012 Bonded Thor Notary Public Underwriters JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3671121 OR BOP 360 PAGE 599, Recorded 02/03/2012 a: ',,2:58 PM Gul g ream Ifm IN11%Itter Corp. 3091 SE Gran Park Way Stuart, R 34997 772.287-B478 PERMIT NUMIIER: The undersigned hereby gives notice that improvemena will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Contmencement. 3555 - 3 3+1 - OOo3 V O - g-( I. DESCRIPTION Of PROPERTY (regal description of the property A street address, if available) TAX FOLIO NO.: SUBDIVISION BLOCK TRACr LOT pLDQ UNIT 3S 3(0 I &C Ace #.-t 6 Set Ll Ane ocwrw Lf .4fA 'TRs IS Ills by 77 it4w Z9 se. AI 3 Sac 1. decal l4 S1 5 oaaw.a pr bA LLLIy. GENERAL DESCRIPTION Oi1NPROVEMLNT: ri."'N ..-561�F/S 3. OWNEIe1,VFORMoQATIOLLN��ORsLLESS LQg,I,NFOMIATIIO/N IFTHE LESSEE CONTRACTED FOR Till. IRIPROVELIENTT. �) ..N.m.ad.ddreu M91K �' i�rl 6 I (a'i'` h7 taint&eO 'f�. � F�AI� �Y ��7' # b tmenn in prnpeny: N I A e. N.one tad.dd-..rr a slmpi. tiddirlddcr (irtiRenm from 0—liv ed it.re): O k A e. a.CONTRACTOR'SNARtE: L9Yi�ltttAM AlaAarniek Ai,b S)lu-f{t O CenNttn'saddrnx'MI 'SE .r�nrk Wrwf Sh.,-4 FL b. Mne—W1.. 772-Z87-10af7LO 1 994197 s. SURETTIir.pplioble..wpyoOhepaymenbwdhsuched): b. Phone number: e. Amount of bond s 6. a. LENDER'S NARIE: lJ IA number. 7. 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: .. Nune.d addreu. N �A b. Phone numbers of el eiDnred persom; N,A a. a. In addition to himsei for herself, Owner designates %( 1 n of to receive o copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Smimes. b. Phone number orpms.n w entity desismted by Owner. u(s. 9. Expiration date of notice of commencement (the expiration dale may not be before the completion ofeonstructioo and final payment to the contractor, but will be I year from the date ofrecording unless a different dale is specified): . 20_ Under penahy of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to (he best ofmy knowledge and belief. X K -dbk� �o 47— (Signatu f Owner or Lasses-,15r,0fnees 6r Lessee's !Print Name and Provide Signatory's TIOdOMce; AnthorizVd OffieernXieclor/Pariner/Manoger) Stated E1013ii J �_ County of �sSr The foregoing Instrument was acknowledged before me this ✓t'O day of 64 ' 20 L� y by _k t - F4 as , as dvJN,C s— (name ofperson) (type ofeuthority,... e.g. officer, trustee, edomey, in face) for (name of party on hehalf of whom Instrument was executed) Personally Known &_or Produced Identification_ Type of Ideauiftcalion Produced ONETH Tt MNG My t se�(MAS8: NBvambet 3, 2D127 add.dTienr WPW*W w_ STATE Of FLORIDA ST. LKIf COMTY (Signature of Notary Public) (Print, Typo or Stamp Commissioned Name of Nolory Public) THIS FS TO CERTIFY THAT THIS IS A TRUE AND CORRECT DOPY OF THE DRIGINAL. J S iTH LERK By: Q- G Date: 3001 S.E. Gran Park Way, Stuart, Florida 34997 . Protected by (772) 287.6476 • (800) 244.4143 • FAX (772) 287.9740 =ALUM&NUN E-Mail: sales@gulfs # oMrs N Me op y www.gulfshutte PIC&�_.c License #CRC 80CORP. R® FO M since 1979 Name 7- Date Address 9- � �CcJ/J ►��,��s Subdivision LA NY3 UfLLSQGt� City a�- State Zip`�7 % L7✓v Phone ) Home oo� t d d �,d / ( ((=I�� -�,��' (Work) �� � Approximate Installation DPG i # TYPE I OPENING WIDTH OPENING HEIGHT TRACK COLOR COLOR PANEUSLAT GAUGE STACK R/L LOCK I/O REMOVABLE TRACKS BUILD OUT MOTOR/ CRANK STORM BARS APPLICATION FLOOR Page / of Kam[ Storm Panels - SP Accordions - AC Bahamas - BA Colonial - CO Rollups - RU Lexan - LX Garage Brace - GB Application Key Wood - W Block - B Stucco Over - SO (30 DEPOSIT C It Fro L, G BALANCE ON COMPLETION ` [' l a j� . !�' �^ /�! �- -- "6 �n / j mot✓ 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. _54AY Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 working 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 orverbal changes aftersigning _ must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our Electric: Buyer agrees that any necessary electrical connections will be made at the closest souce of power. Any changes or variations will be an additional charge. control. owner to carry fire, tornado DO NOT SIGN THIS CONTRACT UNTIL YOU HAVE READ ALL CONDITIONS OF THIS AGREEMENT and other necessary insurance. Our workers are fully covered by Interest - Buyer agrees to pay a 1'/z % per month interest charge on any unpaid balances. Costs of Collection -Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) Workmen's Compensation Insurance. All material is property of and all other casts of collection in tie eventful[ payment as outlined herein is not made within 10 days of the completion of the k outlined herein. Acceptance of Proposal -The above prices, until tinal"payment and can be removed a removed ' specifications and conditions xe"s s`facr'y antl h�ac pted. Y u are authorized to do the work as specified. Cancel[ n ee 20% of co tract. Payment will be made as outlined above. if not paid. . Si nature / �1 , Date Salesperso ,� ate ;�� e. �'YEAR GUARANTEE 9 Gulfstre Aluminu and Shutter Corp ALUM/NUM & SHUTTER CORP. Do It Once..Do It Right. Since 1979 Special Instructions: 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (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 Storm Panels - SP Accordions - AC Bahamas - BA Colonials - CO Page of ney Rollups - RU Windows/Doors - WD Retractable Awnings - RA Ultra Lattice - UL Signature Date Salesperson Date Gulfstream Aluminum and Shutter Corp. Florida. -Building Code Online. Page .1 of 2. � 3 �,�.�.,. ukn � 3 `� '4 "'Z„� `. , • �``� �`r � .l,ffi x«!1'2��."#. kb d BCIS Home :Log In User Registration, Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map. Links Search.'• i Product Approval !¢kF : USER: Public User + - ,_;• Product Approval Menu > Product or Application Search > Application List > Application Detail .. FL # FL"389 rR3 µ Application Type Revv_sion § Code Version 2007 � I-n �' � Y � Application Status Approved .. f?`�., 12 Comments ,a Archived f f 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 S utters Subcategory Actor iron Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer fN,* Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License 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 Walter A.. Tillit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kamomann Jr. Validation Checklist - Hardcopy Received FL389 R3 COI Dwg No. 08-227 Certification of Indeoendence.odf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Year 2002 2002 2002 1994 hq://www.floridabuilding.org/p-r/pr_ap p dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5 3 ... 9/7/2011 Florida. Buildhig Code Online `, P4ge-2 of 2 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 # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade 1 Only- (Non-HVHZ)- Drwg Extruded aluminum Interlocking blades retained by tracks (top and bottom) for storm protection # 08-227 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 Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: Large missile level "D" max. span is 16'-0" for FL389 R3 AE Dwo No. 08-227 Product Evaluation Reoort.odf 30.0 p.s.f for symmetrical and opposing centermates). See sheet 9 of 14 of installation drawings for other spans and pressures. This product shall not be installed within Created by Independent Third Party:.Yes High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 O 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: _...rk. 99 M , A 3 t' CYi rl C Y+a tfi"R EI :ti Ttaited s vGn�M.r http://www.floridabuilding. org/pr/Pr_app_dtl.aspx?param=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, 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 DACROSHIELDS 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 ASSOCIATON 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 5001EL 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. B. 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 6E 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. S. EACH UNIT MUST BEAR A PERMANENT LABEL,1N A VISIBLE PLACE WIT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK WW OR ALTERNATE LOCK �f MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CMDITIONS, 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. P.E.. 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 (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE f 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. /77iLrE7C07,m,.\ TILLIT TESTING k ENGINEERING COMPANY SM N.W. 36 St— St.. 305. VMGM OMENS. 1LOMEA 33 �•/�j::.... �Tyy`L .' 0- Phone : (305)87t-1530 . Fe:: (305)871-1531 e—mol: filteco®ocl.com ®-0006719 1VALTER A TILLrr Jr. P.E. FLORDA LIc. g 44167 A.V.V.A. CODE (Non Nigh Velocity Hurricane © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV Th' Accordion Shutter Svst American Shutter Systems Association, Inc. 4268 Westroods Drive x GENERAL West Palm Beach, FL 33407 3 Ph: (877)999-2772 FAX: (561)209-8380 4 5 DRAWING No 08-227 SHEET 1 OF 1.4 h47 a D,55a" 4.371' 4.857' fAt NV.�BLADEE�'u��s1 COVER D UNDE�TENT 5458179 HD 2" (MDX.) B/O HEADER/SILL # 2 3.226' 1 SDO' 085. 1 ( YP.) n 4.897- IH*- ,HVrrAD9:�`ADAPTER�Yl f LIP VARIES 2' 1.918' M- c 090" .I .375' o y �p. of H.Y. 2" (Ma..) DIRECT MOUNT s 1,917" c .083' .083' o .-Oir n .060' �a 670 1.686" c me o 3.520" © HV CEILING HEADER # 1 4.576" 2.293' .745" �J9o, c l O e2,.. .062- 0 1.525" 0.2� lL NY ENTERMA�TE��i� (SELF MATING) .250" TTP. 0 0 3.000' 00 3" FLOOR ANGLE .125" TYP. 0 0 VARIES FROM 2.000" TO 5.000" ©B.O. WALL ANGLE o'P 670• y� _ 072 N o I o m .815• .D92' 4.436" JO HV WALK -OVER TRACK - CENTERMATE#2 X Y 1 X 1" 1. 0.062" 1' 2" 0.062" ' r 2• 2' 0.062"" 2' 3• 0.062' 2' 4' 0.062" 2' S' 0.062" ®SIDE ANGLE 1L EC®1Nc. �•.,...:.-/-. TILLIT TESTING do ENGINEERING COMPANY rr Q ✓% e� t3..F 6355 N.W. 381h. St" Sin. 305. VIRMIM W1204S, nDRM 33 ..p, Phone : (305)871-1530 . FoR : (305)871-1531 !: - a E9TILUT19 wnLmt mur ar. P.E. P.E. 5E`Al�51GRAT 11RE/DATE FLowDA uo. a4167 1.936- m cL .093" 670 a 3.529- EE D CEIUNG HEADERjSILL .2 T.as 1 - 1.200- ¢I C�1 /�SQz OK HV 90'/180- STARTER (X)HV CORNER CENTERMATE 3 2" 2" 0,125' X SO CORNER POST FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 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 O 2009 EASTERN METAL SUPPLY, INC. ' BERTHA Accordion Shutter HV'M System REV. H. D=RIPnoN GATE Omwn b : F.P. 1 _ OS-1„ 9/.ro. DATE: o9/O5/oa 2 DRAWING No 08-227 curry 3 n - VARIES, 12• MIN. - #1 LONG 1.130' _ WHEEL 93 NYLON RECESSED — 1/4• a-zo S.S. OR 3/6'e-1s it/2 ASSEMBLY AT WASHER NYLON BUSHING. : 1 ACETAL THUMDSCRENS. AT EVERY (SEE DErA1s) OTHER #14x2 3/4" H.V. KNUCKLE ACCORDION PIN �I I W/ #8 HEAD t/4•a il ZU .375_0 #2 SHORT F - - sL' CKING-wROON O RECESSED (s NOTEs 0 s E 3/8"0-16 ACETAL 1 /4" 0-20 S.S. eu BUSHING. N N THUMBSCREWS THUMBSCREWS N 475-0 FA' BLADE HV ACCORDION i t I, ACCORDION nA 1 1/4--20x1/z' 1/4'-20 Ile 20 PIN PIIJ .3 AT HFAO IAREADFn DIE CAR 1HRFACED IE OLST O.I88'° AISI -9 5" s.sa+.s. ® Hauswc TNAMEL NOUEwG ENAMEL (z .) c BARE PUNTED loran PARITE 302 SERIES S.S. 'm m RNETS RESS TURN ' °' 'I g 1Q 0B AI51 302 �47�•0 SERIES S.S. .875' WHEEL 1 CARRIAGE o �r .318' L.. EILNDERKErS N 6RA4 (CHROME (CHROME PLATED) PLATED) HV H.00K�.:w€GRESStiiH4V�tlr +LQGK� H'J BLADE ACCORDION I ACCORDION PIN i .875'I (SEE NOTES ON SHEEr 4) PIN t i .1 I I .250' O.D. I o v F� I H- • PLASM HEAD ..518 0 w p MOLDED TO m #1 LONG RECESSED- 11 rn SCREW ^ NYLON BUSHING. I "s N h .825' AFTER RIVETING60, TiY.PIC/�L- SFIUTTI=R-ASSEtv9BLY BEFORE RIVETING SCALE: 3/8" = 1" - 1/4"0,20:Mx"v_-V-21I 1 /4"0-20 RIVNIU 00.324" #14x2 3/4" H.V. S7fS THUM95(=:REW ACCORDION PIN W/ #8 HEAD TYP. I ® ALTERNATE LOCK (TO HV LOCK n) (SEE NOTES ON SHEET 4) i *:SERIES 944.4 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, — PARE # 0820. AS MANUFACTURED BY WHEEL-. CARRIi4'GE=<DETTAIL i AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. FLORIDA BUILDING A.S.S.A. ?^-'--...�;=-'`' =- "-=--' �•-t" l'ILLIT TESTING &ENGINEERING COMPANY American Shutter Systems ' 6353 N.W. 36th. St- Ste. 305. NRCINIA WRENS; FEORMA 3316 ASSOCIOt10t1, Inc. 1 ,Phone : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive < EB-OM6719 West Palm Beach, FL 33407 " ' .•:' WALTER A TINT Jr. P.E. Ph: (877)999-2772 FAX: (561)209-8380 P.E. SEAL/SIGNATURE/DAIS FLORIDA U. 0 44167 a . #14x2 3/4" H.V. ACCORDION PIN- i W/ #8 HEAD HA3NYLON I i a T WASHER N ' 15"9 -870•x3/16" THICK NYLON _ WHEEL 1 o �4V SHORT #1 LONG #2 RECESSED I I RECESSED ; NYLON " NYLON BUSHING BUSHING ' 0. BLADE I O BLADE 71 LONG #14x2 3/4" H.V. ACCORDION PIN - W/ #8 HEAD I t - ili CODE (Hon High Velocity Hurricane Zan, © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System 1 DESCRIPTION - DATE D—n 6 . F.P. «n OS-I+C •ro�roe DATE: 09/05/08 DRAWING No 08-227 * NOTES ON LOCKING RODS (U) . W LOCK LR AND ALTERNATE 6) LOCK: 1. MANDATORY CONDITION 01, ONE HV LOCKQ SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK @) MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TOQ 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 d OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION #2: LOCKING RODS (q) ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS Q OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION 42, 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 (Qj 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 V6NQ6MRY CONDITION1 VALID N Y= R SYMMETRICAL CENTERMATES: ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK (D FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERME LOCK R MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-2Ox3/4" S.S. THUMBSCREW TO Q OR ® CENTERMASES SHALL BE MADE W/ 1/4"0-200/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. 7MI�LE C�O �c m TILUT TESTING & ENGINEERING COMPANY 6M N.W. 361h. St.. Ste. 305, VIRGLVU COADa1S, FLORIDA 33 • Phone : (305)671-1530 . Fa• : (305)671-1531 e—ma1: 111eco®aof.eam EB-0006719 t WALTER A. TIWT Jr. P.E. P.E. SEAL'/SIGNATURE%DATE FLORIDA U. A 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 R E CODE (Hon High Velocity Hurricane Zor 2009 EASTERN METAL SUPPLY, INC. BERTHA HV T1I . Accordion Shutter System to DESCFJFnON I DAM T Drawn b . F.P. m w we .imiea DATE: o9/a5/ae DRAWING No 08-227 POURED — CONCRETE REQUIRED M CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) C OR(D lliL.. -Itl1J I'�A (N,�ALL�j�Oi1NTlNG�INSTALLA�aO�, EXISTING 1'- MIN. SEPARATION EXISTING CONCRETE ANCHORS 'r7tSEE SCHEDULE ON NOTE FOR COMBRdATION OF SECTIONS: v I SHEET 10) 1/4"0-20x3/4" S.S. - I MACHINE SCREWS USING I- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 1/4"-20 NUTS 0 12" O.C. 2- MOUNTING SECTIONS CAN BE COMBINED 1" Min. IN ANY WAY TO SUIT ANY INSTALLATION. EO _ 0 Q .. « E. D. - EDGE DISTANCE ' (SEE NOTES & SCHEDULE ON SHEET 11) , II - II II II , IIII I 1 ' I II I 1" wl MIN. SEPARATION I I11 A TO GLASS I - I 1 , I1 , 2� WALL MOUNTING INSTALLATION 1" MIN. SEPARATION ' / ' '1�•� CONCRETE ANCHORS POURED CONCRETE J (SEE SCHEDULE ON SHEET 10) 1/4"0-2Ox3/4' S.S. PHILLIPS - r OR CONCRETE BLOCK ,,,.�-..- ""'- C NCRETE ANCHORS TRUSS HEAD MACHINE SCREWS Yzw*�.Rr WALL REQUIRED U7 "N �1 POURED CONCRETE (SEE SCHEDULE ON USING 1/4--20 NUTS 0 12- O.C. .. 3(W4LL+MOUfhTIN INTALiA� Q�N WALL REQUIREDBLOCK SHEEP 10) ® WALL MOUNTING INSTALLATION INSTALLATION DETAILS FLORIDA BULL 7 A.S.S.A. U-x TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems .�. 0-N.W. 360. SL, Ste. 705. NRGR-0A 6NmET6. RADA ]316 Association, Inc. .' Phone : (305)571-1530 . Fax : (305)871-1531 4268 Westroads Drive . .. .. EB-0006719 West Palm Beach, FL 33407 WALTER A. TALIT Jr. P.E FLORIDA U`. i 44167 Ph: (877)999-2772 FAX: (561)209-8380 P.E. SEAL/SIGNATURUDATE CODE (Ron High Velocity Hurricane Zone © 20M EASTIRN METAL SUPPLY, INC. - BERTHA HV Tm Accordion Shutter System V DESCRIPTION DATE Drown br. F.P. Me a 114 6/w/o DATE: 09/05/08 DRAWING No ' 08-227 POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEET 11) REQUIRED EDGE OF SLAB IF �] APPUCABLE ll l 'L�1111 B OH O i tf7`Fl \ I 1 mA -I MIN. SEPARATION . TO GLASS z� � i c EXISTING 1 I i� I NOTE FOR COMBINATION OF SECTIONS: 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY - 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. E. D. - EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 11) EXISTING I I III—� V1111T11111 EDGE OF G1A55—� � Itl STAB IF - I APPLICABLE -j MIN, SEPARATION I'• POURED C REQUIRED ONCRETE E D. FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) - O5 CEILING MOUNTING INSTALLATION © WALK —OVER MOUNTING INSTALLATION 1" A j--MIN. SEPARATION I TO GLASS 1` 1 A EXISTING I .. JMIN. SEPARATION CLASS—! i To GLASS ' EXISTING c 014x3/4" S.S. HEX HEAD TEK SCRI ' GLASS i \ - SCREWS ® 9" O.C. OR 1/4'0-20 ALTERNATE , ' '! S.S. M.S. W/ NUT 5 9" O.C. w LOCATION i i i �#I0x3/4' HEX WASHER HEAD I TEK SCREWS ® 12" q.C. I I 3/B W CONCRETE ANCHORS E O + I I (SEE SCHEDULE ON SHEET 11)- W�¢ EDGE OF—�/ I cV CONCRETE ANCHORS ' SLAB IF i /1/2` �'` EDGE OF tHom- I (SEE SCHEDULE ON SHEET 11) APPLICABLE E.O. E.O. SL4 IF I APPLICABLE THIS INSTALLATION ILL BE PERFORMED POURED REMOVABLE WHEN PEMED EDGE OF -- CONCRETE OR ADJACENT ENTRANCE OPERABLE EXIT 1/2" 1 1/2' SLAB IK IF REQUIRED E. 0.• —E. D.e APPLCABLE POURED I -\ CONCRETE REQUIRED E D.t-+ I �. 7r` FL00R UNTING INSTALLATION ®FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. J„ A BERTHA HV TML E c o N. ■ ■ Accordion Shutter System 10 . N. DESCRIPTION DATE Drawn by-, FP. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ar• f wn os-Iva ,/ae/ae DATE: 09/05/08 W55 N.W. ]6lR 6L, Ste. ]D°w NRUMIA G4ROa16, RDRIOA ]]1 Association, Inc. ' - P6ane : (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive 2 DRAWING No e- 1: 0006®191acnf West Palm Beach, FL 33407 WALTEER A TILUr ar. P.E. Ph: (877)999-2772 FAX: (561)209-8380 5 �8-22% P.E. SEAL/SIGNATURE/DATE FLORIDA U. B 44167 4 SHEET s 6 OF 14 D WALL CON ECTION DETAILS ON SHEETS 8& 1 OUT I N EXISTING GLASS * SEE NOTES ON LOCKING RODSQ , W LOCKS® - - 90' /— AND ALTERNATE LOCK, Y�tf • ON SHEET 4. SEE E 1 --- —A--OE10 BOROOROOR EXISTING GLASS DETAILSNSHEES 8 OOROOORj — — — — — — — — — — — — — — — — — — — — — — — — — r----------- — 2'>r2'><7/8.�,_2 A I 3 1/4• 7' 6 1/2' 7. — (6053—T6 ALLOY) ALUM. t OPPOSING SYMMETRICAL iGLE W/(2) 1/4.0 TAP GaN I 1/2' ' ANCHORS TO CONCRETE CENTERMATES (TOP/BOTTOM) & §IOX3/4- S.M.S. 0 12• CENTERMATES )#100/2' S.M.S. TO TUEE i o.c. FULL LENGHT. W/ LOCK CWi* W LOCK W * 1' MIN" SEPARATION , A7 EACH MGIE (TYP) U * UTO GLASS �� K W * U * IN K A 90 U* A i A + L ORO MOR L + L ORO, s S A L OR SECTION 1 2 OUT W EXISTING GLASS POURED CONCRETE OR r CONCRETE BLOCK WALL - REQUIRED EXISTING �� A ' rGLASS O{{ L )OR[.I J I` EXISTING ?— — — — — — — — — — — — — )—; ----'— , e—L1. MIN — — \J —C/— J GLASS GaA SYMMETRICAL * IN �oR©OF CENTERMATES ornaNAL W1 SEPARATION K W F OR fi I OR TO GLASS 1•MI IN W LOCK (INTERIOR) OPTIONAL* O 00 O SEPARATION (INTERIOR) TO GLASS ---_� L- - - OUT ----------- ---- -- --- ----- ^�u * U __ A CONCRETE I ANCHORS ®' -�-. • �� O u 4 A A HI VARIES / D.D. o• L OR M * t OUT X 1 �—{ 111 _ __ V (EXTERIOR) W1 y `/ — I IORI Mi OUT I 6 1/2- MAR. SLACK �� `SJECTIO14 SECTION 12 AT CORNER CENTERMATE #3#3 ALTERNATE SECTION 12 12 AT SLACK DETAIL (IF APPLICABLE. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV �` Accordion Shutter System IL E C O .Nc. I�.,SSA ■- Ili - American Shutter Systems Association! Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SU Ste. 305• MMP." GAMENS, RORnM 3316 _ Phone : (306)671-1530 .a, (3Ds)B7t-1s31 e—ma0: 6'Itec00aol.eom EB-0006719 WALTER A- TILLIT a6. P.E. FLORIDA67 C. B FLORu EV. N. DESCRIPTION DATE Omwn h : FP, • .. J: P.E. SEAL/SIGNATURE/DATE 1 mn 0Yu6 !/os/o6 DATE: 09/05/OS 2 DRAWING No 08-227 3 t SHEET E , POURED CONCRETE POURED CONCRETE OUR CONCRETE POURED CONCRETE OR OR CONCRETE -_J OR CONCRETE / OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL P,EOUIRED BLOCK WALL REQUIRED REQUIRED EXISTING GLASS EXISTING CLASS CONCRETE ANCHOR--� EXISTING GLASS — A � - EXISTING GLASS J 2" MIN 0 16" D.C. � _ — _ ST J _ . "� T 2' MIN. 1° MIN. � 11 ' . SEPARATION 1" MIN. I t EQI EO 1- MIN. cEPARATION - t 1" MIN. TO GLASS I � TO GLASS 1/16'x3" MAX. (6063-TG) TO GLASS I' SEPARATION r//CONT. ALUM. CLOSER 1/I - TO MASS (LOCATE AT PLATE. (LOCATE AT EITHER EITH SIDE SIDE OF QN) 1 AN ` ♦USE 1" OR 2" MAX. OF K) 1/2" MIN. I AL INUM. CLIP A G'LIE x0'-2" -J ALUMINUM CLIP ANGLE I fj-1 Ox1/2" S.M.S. I / - — - — - (6063-T6 ALLOY) AT MIOHEIGHT I ----- #100/2"S.M.S. ----- 0 16' o.c ----- w/(1)ff1ax1/2' S.M.S. 0 to O.0 ®--/ TO©& (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1" O.C. / (LOCATE AT EITHER SIDE OF NQ ) SEE DETAIL X FOgJ SIDE CONNECTION SEE DETAIL X FOR TO TRACKS SEE DETAIL X FO 510 If TONECTION TRACKS `�) ® O 510E CONNECTION © a� OR OR OR OR OR OR OR®+(DORQ) END CONNECTION DETAIL C POURED CONCRETE OR / CONCRETE BLOCK WALL REQUIREDEXISTING GLASS I 1-_MIN. SEPARATION TO GLASS r FA Ar nS� ZOOR©OR®OR(E) OR®+(DORU] V r� y OR(B+(DORQ OR(D+OORO ,. . .E. 4GONNEC'?F0N DENAI END CONNECTION DETAIL END CONNECTION DETAIL 2� �� ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'2" POURED CONCRETE OR CONCRETE DLOCK WALL REQUIRED EXISTING OR©OR(E)0R(E) -Z� GLASS s OR(]9+OORO #10x1/2- S.M.S. 1" MIN. -T ----_______ 0 12' O.0 SEPARATION TO GLASS CONCRETE 1/2' MIN. I D ANCHOR 0 ___________ -- y__ _--- 12- O.C. ____________ _1 HV PIN. (2)#14x1 3/4`-- HV PIN. 1 2" MIN. 2" '�SOR©OR(E OR© LSOR©OR®OR(D END CONNECTION DETAIL 5� OR( ,+CORQ END CONNECTION DETAIL © OR(13)+(J)-ORQ 'L E C 0 INC. TILLIT TESTING & ENGINEERING COMPANY -} •JJ - ,-y C? . 15a- 6355 N.W. lfith. St.. Ste. �J3. YRGMU GRDENS. FLCFAM J3166 Ph— : (305)671-1530 . Fax : (305)871-1531 .. e-mat: UTtecoacaLcom EB-0006719 WALTER A 71LUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Da. 8 44167 ZOB OR (�, OR®OR(r- �. OR(D+CORD" PLANk IaErtrall_ � - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone - ".S.S■A■ American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (551)209-8380 ©2009 EASTERN METAL SUPPLY. INC. BERTHA -HV TM Accordion Shutter System Ev' NiI DESCRIPTION DATE Drawrt . F.P. 1 tlol- DATE: 09/05/0e 2 DRAWING No 08-227 5 4 CNFFT - MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES . 'ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) DESIGNNLOOAD (P•8-F•) (+ OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING FLOOR/CEILING MOUNTING L + (8) L - (ft) L + (IQ L 30 OR LES 16'-0- 16'-0' 16'-0' 16'-0' 35 14'-10' 14'-1D" 15'-2" 16'-0" 40 13'-1 D" 13'-10' 14'-2" 15'-2" 45 IS-l" -IS-l" 13'-4' 14'-3" 50 12'-5' 12'-5' 12'-B' 13'-7- 55 ll'-10" I 11'-10' 12'-1" 12'-11' 65 f0--To 10-10° ff-f 11'-11 70 10'-6" 10'-6' 10'-9" 11'-5' 75 10'-1" 10'-1' 10'-4' II.-1' 80 9'-10° 9-10- 10,-0" 10'-9" 85 9'-6" V-6" 9'-9" 10'-5" 90 9'-3" V-3- 9'-5' 10'-1' 95 9'-0' 8'-s' D'-2' 1 W-10" 100 8'-9- B'-4' 9'-D" 9'-7' 105 8'-7" 7'-11' 8'-9" 9--4- 110 8"-4" 7'-7' 1-77 9'-2" 115 8'-2" 7'-3" 8'-4- 0'-11" 120 8'-0' 6'-11' 8'-2" 8'-9" 125 7'-10" 6'-B' B'-O' 8'-5" 130 7'-B" V-5" 7'-I0. a. -I. 135 7'-7" 6'-2" 7'-9' 7-9 140 140 7'-5" 5'-11- 7'-7" 7'-6" 145 7'-3" S'-9' 7'-5" 7'-3" 150 7'-2" 5'-7" 7'-0" 155 7'-0" 5'-5' 6'-9"160 V-11" 5-2" 6'-7'165 6'-10' 5'-1" 6'-4- 170 6'-9" 4'-11"" V-2"175 W-7" 4'-9"" 6'-O'180 6'-6'4'-B"' 5'-10"185 d 6'-5" 4'-6"" 5'-8"190 - 6'-4" 4-5 5,-6"195 6-3' 4_3-' 5'-5"200 V-2" 4'-2"- S'-3'205 6'-t'4'-1"" S-1' MAXIMUM SHUTTER SPAN "L+" OR "L—" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) NAXIMUM . DESIGN LOAD (+P R)-) CONCRETE & WOOD INSTALLATIONS WALL MOUNTING & FLOOR/CMUNG MOUNTING L + (R) L - QQ 35 14'-10" I V-10- 40 13'-la. 13'-10" 45 13'-1" 13'-1' 50 12'-5- 55 11'-10" 60 11'-4' 11'-4" 65 10'-10" 10'-10° 70 10'-6" 10'-6" 75 t0'-1" 10,-1" 80 9'-10' 9'-10" 85 9'-6' 90 95 100 105 8'-7" 7'—Tt' 110 8'=4" 7'-7- 115 8'=2- 7'-3" 120 8'-0" 125 7'-10" 130 7•_8" 6,-5' 135 7'-7' V-2" 140 7'=5" 145 7'-3' 150 7'=2' 1 155 7'-0' 1 V-5" 160 6'-11" 5'-2' 165 6-10' 170 6'-9' 175 V-7" 180 V-6- 4'—s 185 W-5" 4'-6" 190 6'-4- 195 6'-3- 4'-3" 2 6'-2" -4'-2- 205 6' 1" INSTALLATION LEGEND ICONGREfE1w N]S WOOD E 2 I& 4V 1W, 2W, 3W, 4W, 5W & 6W 5, 6, v & B 8W, 9W & low A MAXi1AUM SHUTTER SPAN "L+' OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 psf. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #4, SHEET 4 OF 14 s NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/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 'L- (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BET\PEEN, WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: , FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Lt+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. . L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING ` INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: , DETERMINE: ' LI-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1+", '12+", "Lt-" AND "L2-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAIN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. - - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zol • fTL E C O �. c . ■ ■ ■ . American shutter Systems Association, Inc. - 4263 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-83BO © 2009 E*MRN METAL SUPPLY, INC. BERTHA HV M . . Accordion Shutter System TILUT TESTING & ENGINEERING COMPANY _ 63S N.W. 361ti St., St". 305. MRGM WOENS. FLORMA 33,s Phare : (305)871-1530 . Fa:: (305)87f-1531 Ea-DO067I9 WALM A. TILT Jr. P.E. FLORIDA ua. B 44157 EV. N. DESCRIPTION DATE Drawn by-, F.P. • �/ • C- , � �,,, u/aF/oe DATE: 09/OS/0 z DRAWING No 0$-227 • ,. P.E. SEAL/SIGNATURE/DATE 3 4 SHEET 9 OF 14 5 9PJILCF'J . % Ems, l� mm®mIMI m m®m OMMMEMIMEME30MEM IM- MMMMM MM mmmi000vommmv0000a��mo mimm0000inmmmou000m my = ovgmmmvvvoo0m�vv000®mmonono mmmovoo®mmmoonvom mnovoo�mr�nov©mmmvv000mmmoonoo mmmvonn mmmovnoom mvovvommmv0000mm0oovovmmmvonoo mm�tT00000mmmov000m maovoommimvvvoommmonomommm0000m mmm000v mmm00000m mvoovommu�000®nmmmvoovommmon000 'mmmvonm�immmvQovom 0vvovommm00000mmmon000mmmoonoo mmmonnnommmvvvoo mnnvoommmm000mmmEannoommmoonom m000vnmmmoi�oaommmammnommmo®®®o mmmovo®ommmovnv© monvaomm0vvoo®m�movovnmmmonnrao ®mmmovv®ommmvoonm mmmonmaommmvoomo mvuo�mmm©o©oom mvooaommm000eas mmmnnnnommmvonom mnoovommmvvvoommmonmonmmmoo®� mmonnvommmmvaoommmmmmoommmmmmoe �mmmonm©ommmvonmo m�mon©�o�mmov000 m�voo®®mmmv�000mmmv®ovommmom®©e asmmoo©oommm00000 mmvaov®aammv®aanmmmEaomoo®mmonoee mm�000aammmvomvo mmEaovvommo�oaoa�mor�m000mmnm®©en �mmmov000m®moom®v 'a,mmomovommmanoeem�mmonaoommm®vvoommmnm000mmmnm©oo m0v0000mmmovoaommmoovoommm>000ve mmmo®�toommmon000 mmv0000mmmoonnommm�oaaommm�onee mmov000®mmvvoo��m�oo©�omm�onmee �mmm�i�ii�mmmov®oo mm0�oov®mmov000 mmonovommmoaivnnomm�®®000m��l�osee mmmiQmoon mmnnaaommoonoloo®mm©oovommm©®vee mmmm000�mmmn®000 mmov��ommm©0000mmmom000mmmonem �mmmmmon mmmv0000mmm©®000 momvoomlmmoovoom®®oQvvom�®omeem mmmoQ000mmmvv000 m�mvovvomm©00000mmom0000�nmr�r�a�eee mmon000�mov0000�m®00000®�®roevee m my®000mmmv®voo m0000anmmvv0000mmm®©vvo�emmomeee ®mmm©minnommmv®000 „ �®©0000mmmv€a000 mm�avonQmimQaa000m�o®0000m�eai�eee mmv®©000mmmv©oOo mmon000mmv00000mm®00000mses�� eme mmn000n�0000000imn©00000�n©eeeee mmvoa000mmmool000 mm00000mm©00000mmm00000�nraamegese �mmov000nmmmn0000 mmimm� va�mm�v0000m®movvo��mv®vovommoe0000e�m�seoee mmooaaamv000aoomo® 0000eeomeeese mm®000aammmoa000 mmoaoonmmv00000mmmP00000ensvaeneeeee ®mm®oi0000mmmooaao ' mm©0000nmm000aoo mmov000® ovaoao�m0000aole�r:�e�seooe mm©oa000mmmoa000 mmaoono��0000no®m®00000�r:�osesee moan000sEamovn000nm0000000� eee� �m®aoaoaomm000ano mm0000000®aov000 mvov�oo�®off ovo�onvoonortm�n�esese mmaa0000mm000000mma000no�vn ovvo�»000000lex�r:�sessee �moonvoo0mvvvvooav0000mov000vomm000�oo��e�se� monaooao�®aaaono m®von000 mvovvvo m0000voim00000no�00000nolei�nsasese aaavnoaaa000®00000aomaoa0000eer�sese O aaoomv'r� ooaao ov000aomaooaooamoaaaaooenr�er�e�e�se �Em0000000ma 'moo an n000moaoa000 oaoa000v00000aaonooa000nesr�esee m0000aoomooaovoo®000nvoomoaovvoom000nnooenssesese eve, ®ovvooaa movoaaoo mloror000rao mo�0000ao mooa0000 enr�se�ese ®moaaaarvamoaa0000®oaaooa0000aooao>vooaoovoeisee m000noo�omaaataor�oi�000000vo oaaaaooaoo�a000neesr�see moCf000 oavvovvoo O�OooOO�oOyooO0f�7000Oy00 •_ sem ?_ TILLIT TESTING 8c ENGINEERING COMPANY / 6355 N.W. 36Ik St. Sle. 705. NROuu GPiiDe714, ROR100. 7] -. Pnene : (305)971-1530 . Fax : (305)671-1531 e-mol: tlt-0-1— • WALTER 0. TILLa 11 P.F P.E. SEAL/SIGNATUREjDATE 101111A U.Y 44, 67 lLfsees = =—°11 A.S.S.A® American Shutter Systems Association, Inc. 4-268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR, SPECIFICATIONS ON SHEET 11 CODE (Hon High Velocity -Hurricane Zoi © 2C09 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Systen 1. DESCRIPTION DATE o— by-. F.P. I = m-1. .roue DATE: 09/05/0 OIN reom�, 10/27/10 DRAWING No BLUE TAP W1 C6P&TAPPER+ 08-227 1, :L .•: 1. , .ar •: 11 . all. y7.. . � .:RI r1 :.r ►,•ik�'ri r „� 1, 119 r• 6,�:q1 ,• l6,L Til : r.,;, _ • ••" • oe- a Q.,Ew Ye7,fi'i M®' c{�WD;bMIm �gg��mm®• ' � �'• mmmommml0a®mommvv®®ovoovom®mlm®m�� ®m000mmOmmmnmmnn�mmmmmmmm®®®m®�� mmmvommnmmmomnvo mmmomm®®mmmiL�iliO mmmnmmmorn®momvoo mmmmm00®mm®®m®n mmmmmmmmm®moQvvommmv000©®®®®®��© ' mmmonvo®m®movvvv�Omni ovm�®®� -m�Qmm Rmmmmmopvppopv©®©aimmnovvv®®mmmoom®m®®mm®mm MPI�[7mm®mmmmmmmm ®mm00mm®®mmmm®m0 ®mmomo©®iLlmmOm00m®mmmm0®©mmm®m®mm mmmmmmm®o®mvvvvv ®®mmmmm®®®®®mmm®a m®mOmmmp�!®mm""Mmmml�im®m©, ® �iLf®®Q]ppo®®O 612 El"m©mmmOmmmm m ED alIMEMMM m©m®mmmOmO 0m00mmm®mmmmmmmm wmmm"= mmmOm©9 0m0mmmm®ommmmmmm 'mImam omv®mom®mQn w"" Moommm©m©vo' n ®mom®mmam®mOmmmO®mm0®mmm®mmOmoaO'. ,m®mono©vo®mmmmmeimv mmmL•�i®o©m�®mommm o©o�®vv®v©ov. mKM EDmmommOmmOm ®mmm�mo mm®Om3a-3aa ®mm0mM©oa®®m00moammmm©oao®I®®mmmao mEM En mmmmmmm"Imm®mm0®mmm®mmm®0©o m10 EEIMmovmmmovvoamOmmmommlg]o0m®mmm OIN NAM oOmmOmmoo�i»0®m®mmmm[iDi�f®mmm m®mommom ®mf�®®®mm ®im0®LL3t�i00 �mmmOmIMom . 6i®01o10©oa mm00mmo mm0oo m0mmmmo ®QFIOmm©mmm®Q10mmma ®®©m©mmm mOmF�70oa� m®mom>vaommmivmvom m>omv000mvv©vom 0mom®Doomm000000 mM©mOmo®mm©mOms mmOpm®mmmmmOppmm fm0®LL<i®mmmmv®LE3®omd mm�®m©mom®mOmmmm Om®ommmmma®mmm mfm ®KUMM ®mOm00o m®m®omom0®mmomo mmmmmmm00mom Om®mmmmllll�ifa�m®Does ®mM9 mmoM®moammmovmmmmmm©omoomm ©m©oo mm®=11 a mmmmOaa0m00oaolamm0©mmmm ®m©OmommmmOmmmo m 0©m oom®0®©mmomo m00ME 13 mam®00mmmmw3i�3®m®am ©m®mma 0m®m©aaa0®m mm moamOm®uamomnomo mm oa mm0®ommam®mmmmmoo©mammmvv��mmm�oi mm�moa000m0moapm ®©ooaaommmm®mmm OamOmaooamEMEM is mm®ammolMm®mmomo m0®®mamam®mmmmma ©®Doaaom©ommmmm mmm®mono®mmvoommm®00000mvmommoo ®mmoaoaoa®momomm'v®oaooamv®®omaa , IE�immaaaaoEN E3 as Q©aaaaam®mmmmmm mmoaooaoaa®aaaoaam ©voaomovmommoao mmmamam®0mmmmm Oma0mmo00momom0 ®mmmmaaoa®mmmmmm m�oaoaa�m��©vvv 'moves ;mmv00000mmmoomoo•m©00000�v Doom®0mmamar�mvmaaaav�vommaa mvool�voom®0omommrl>�vv0000 ®m�omvom ANCHORS SPACING_LEGEND TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ P.E. SEAL/SIGNATURE/DATE * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. re = 3 Lai)' - 1/$0 TAPCON OR TAPCON WTH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED By I.T.W. BUILDEX. (Min. f'e = 3 ks1) - 1/4'0 x 3/4' ALL POINTS SOLID-SEr ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. rc 3 ksi) 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. re - 2 ksi) 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. (Min. f'c = 3 ks1) ' 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". A2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL B< 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 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 'NALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT ,METAL STUDS CONSULT THIS ENGINEEF,. (B) TO EXISTING CONCRETE BLACK (ASTM C-90) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. 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: - 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON, BLUE TAP W/ CAP ANCHORS AND TAP Rt ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SODD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLACK. 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 8.1) & 6.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS 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 (E.D.) 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 MULDPLYMG SPACING SHOWN ON SCHEDULE BY THE F'OLLOWNG FACTORS. . . REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE DISTANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING ED. MIN. SPACING = 3' MIN. SPACING = 3' MIN. SPACING - 3 1/2• MIN. SPACING = 3' 3 3/4' 4' POURED CONCRETE & CONCRETE BLOCK M01 FD.•3' P0LFM CONCRET MIL EQ.3 1/2' DaiC�IE BOCK WK ED.2 I/2' POURED CONCRETE & CONCRETE BLOCK L6N. E0.=3 1 POURED CONCRETE & CONCRETE BLOCK l9N ED. -3, pDURM OD•Y$iE WK E0.•. 1/2' CC7YfLRE BDgC MIL EA=21 2 / 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' (®a(Biwuxnxs 9L6 0.43 _ 1 1/2' 1 0.35 - - - _ OM _ lL ECOINC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36N. SL, Ste. 305, YRS GAI O S. FLORIDA 33 Phone : (305)871-1530 . Fox : (305)871-1531 e-rn•ih tiltec.0-Isom EB-0006719 WALTER A TILUT Jr. P.E FLORIDA L;c. + "167 FLORIDA BUILDING A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrcads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non High Velocity Hurries © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV T" Accordion Shutter Sv an m-11. -/-/- DATE: 09/05/08 uTMTEeMOL d• 10/27/I DRAWING No N 0M&TAPPER+ 0-8-22/ SHEET 11 OF 14 MAXIMUM ANCHOR' SPACING iin.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) 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 NJ/ MIN_ G=0.36 1/2" MIN. CDX PLYWOOD MAXIMUM SPAN (qt) WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS gW & 10W WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (pd) NEGATIVE EESIGN LOAD (p9f) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (PSO NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (Ps}) 30 40 60 75 90 105 .30140 160175 90 105 30140 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 1051,30 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 B 8 6 5 6 4.5 4 3 6 5 4 4 4 3 4'-0" 12 10 10 9 8 B 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.513 12 10 10 9 8 8 6 6 4.5 3.5 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 3.5 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 •1` 3 2.5 2 12 10 10 9 4.5 3 6 5 3 2.5 2 - 12 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 10 7.5 4.513 6 5 3 2.5 2 2 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - " 6 5 4 - - - 9'-0" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 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 - - 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - I V-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 - -- 10 3 - - - ' 3.52.5 - - - - -12 10 - - - - 3 2 - - - - 6 513'-0" 12 10 - - - - 4 3 - - - 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2- - - - 6 4 - - - - 14'-0" 12 10 - - - - 4 3 - - - - 7 - - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - 6 3 - - - - 15'-0" 12 - - - - - 3.5 - - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 2 - - - - - 6 - - - - - 16'-0" 12 - - - - - 3 - - - - 12 - - - - - 2.5) - - - - 11 - - - - - 2 - - - - - 6 - - - - - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4"0 TAPCON OR TAPOON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS V*IUFACTURED BY I.T.W. BUILDER W/ MINIMUM THRE: kUED PENETRATION Ai INDICATED AT EACH SECTION ON SHEETS 13 & 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CE]LING SHALT. BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREENS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: SOUTHERN PINE Na. 2 W/ 0=0.55 (N.D.S) -DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ C-0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S.) -MIN. 1/2' COX PLYWOOD (1988 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. BUILDING CODE (Non High Velocity Hurricane Zoi . 2="T`c•"-.•:' A.S.Ev An American Shutter Systems Association, Inc. , 4268 1/estrOOdS Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 O 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Systen TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 36R SL S•.e. 305. MRGM WADING, FLDM 3316 Phone : (305)871-1530 . FoR : (305)871-1531 e-mail: tMetoRaol.wm EB-0006719 wFLTERA.c. f 44 P.E. FLORIDAoau�. 8 u167 N DESCRIPnON DATE Drawn b . F.P./ 1. ,,,,_,,, ,/„/„ DATE: 09/05/0 .. ,� • P.E. SEAL/SIGNATURE/DATE WOO. "1 A'AM 'EIVFORM TECHNCL. '0/2T/t DRAWING No Q$-22% 3 4 SHEET 12 OF 1d s WALL FINISH INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4"0 TAPCON OR TAPCON WITH ADVANCED \� THREADFORM 1/4"0 TAPCON OR 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY. \` TECHNOLOGY W/ 1 1/2' MIn. PENETRATION TAPCON WITH ADVANCED 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO \ OF THREADED AREA TO IXISTING WOOD HEADER. k I THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION _ - SUIT ANY INSTALLATION. li (SEE SCHEDULE ON SHEET 16) OF THREADED AREA TO IX ISTING WOOD HEADER. T- i I F OR © ` / I (SEE SCHEDULE ON SHEET 16) 7/4'0-20x3/4" S.S. MACHINE T.-1 MIN. SEPARATION SCREWS W/ 1/4"-20 NUTS TO GLASS I . 1 \ ` 1' ® 12" D.C. q9j z f C.' EXISTING- N 2 1 �i g E GLASS-4 N g a 9 TIALLifli B FINISH / \ ill'7WAI. I ' EXISTING MIN. L2"x4' WOOD HEADER REQUIRED ' LJ� FINISL ` H E.... MIN. �J \- /1 OR E%IS�R�N�C� t GTASS� 1 1 1 2"x4" WOOD B HEADER REQUIRED I I " j - ^1/4"0 1" MIN. SEPARATION TO GLASS I I 1 MIN, SEPARATION I I TAPCON OR TAPCON WITH ADVANCED I I EXISTING GLASS TO CU55—� I THRJDFORM TECHNOLOGY I I I M 1/2' PENETRATION 7 OF TH D AREA MIDWIDTH OF WOOD PLATE. 1© WALL CONNECTION AT TOP, 2'x4' 2© WALL CONNECTION AT TOP PLATE CONT. SILL VV (SEE SCHEDULE ON SHEET 16) - - RE°'°- 3W WALL CONNECTION AT BOTTOM EXISTING -I'-- 11 CLASS— 1 IN. SEPARATION ' I 1 ' I 9 I - 2"x4' CONT. TO GLASS I EXISTING 1' MIN. SEPARATION 1' MIN. SEPARATION WOOD FLATc REND. I I % GV55—�— TO GLASS ' I I TO GLASS I " T z 1 I I A EXISTINGI GLAssWALL 9 .. A rFINISH I I li I I W� Ng I N t I FINISH a 1 '� I s° E l.� E ;1� 1va 2"X4' CONT. WOOD PLATE ,; j T \ t LE t,f NZ E i - - I' 1 1 \ F OR © REQ'D. TAPCON OR 1VITH ADVANCED 1 1 1 I I I Q Min._•••...111L1/4"0 �1/4-0-20xx3/4- �_/1S.S. MACHINE NTAPCON ` CREWS N/ 1/4"-20 NUTS � .i 1 !1 R• 1/4"0-20x3/4- S.S.MACHINE THREADFORM TECHNOLOGY 12" O.C. ' /SCREWS USING 7 4'-20NUTS/ 1/4"0 TAPCON OR W 1/2" Min. PENETRATION OF THREACED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) L I 1/2" MIN. COX 1/4'0 TAPCON OR 4APCON WITH ADVANCED 2"x4" COS. SILL PLATE REQ'D. 1,1 TAPCON WITHADVANCED ® 12' O.C. THREADFORM TECHNOLOGY W/ 1 1/2" Min. PENETRATION 1 /2' MIN. CDX PLYWOOD REp'0. THREADFORM TECHNOLOGY PLYWOOD REO'D. V 1/2" Min. PENETRATION OF ' THREADED AREA 4 EXISTING MIN. 2"x4" STUDS ® 16" O.C. MAX, REQ'D. PLYWOOD TO BE VIALL FINISH THREADED AREA INTO PLYWOOD. MI (SEE TH D WOOD PLATE - (SEE SCHEDULE ON SHEET I6) ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. (SEE SCHEDULE ON SHEET 16) 6W WALL CONNECTION AT BOTTOM 4W WALL CONNECTION AT BOTTOM �W WALL CONNECTION AT BOTTOM SCALE: 3/8"=1" FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone) ' © 2009 EASTERN METAL SUPPLY, INC. BERTHA kV TM rL E C O Nc. AwS.S■A■ Accordion Shutter System :3r.+ li TESTING & ENGINEERING COMPANY American Shutter Systems N DESCRIPTION DATE Dram FP./ ,. •,/< ". 6355 N.W.NW36U. t.. Ste. VWGRRA FNS, FLORIDA 331 CeRO ]0.5, S Association, Inc. 1 a1D M-199 9J0.1JOtl DATE: 09/05/00 ,- .• e. _:;,.Ilv,o •, �. Phone : (305)871-1530 . Fax : (305)871-1531 a -mall: t0leco®oal,"m 4268 Westroads Drive 2 TAPCON VnTH ADVANCED THREADFORM TECHNOLOGY iqMpc DRAWING No �E�•';'h'. .z'•aa��• EB-'•'ry WAMR �LLIT1Jr, P.E. West Palm Beach, FL 33407 3 08-227 P.E. SEALJSIGNAT()WE/DATE FLORIDAJ3c. # 44167 Ph: (877)894-2772 FAX: (561)209-6380 4 SHEET 5 13 OF 14 EQ EO 2" MIN. 4"x8' (Min ) EXISTING WOOD ( - BEAM REQUIRED. STRUCTURAL 2'x4" MIN. ED'SE (IF APPUCABLE) ADEQUACY OF EXISTING W0OD WOOD STUDS. — BEAM To BE CERTIFIED BY (AS APPLICABLE) REGISTERED ENGINEER OREX ' -----4ii ARCHITECT PRIOR TO SHUTTER4FE I TRUSSES STING WOOD INSTALLATION. I 1VALL TRUSSES OR / FlNIS� 1 /2' 1/2" RAFTER ® 24' , O.C. REQUIRED 1/4'0 WITH ORJ EXISTING GTAFCON WITH ADVANCEDLEXLifMC SOFF{T THREADFORM TECHNOLOGY<3/4' Max. THK. W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO SN.S./a EQ EO 1"x4'x1/8' CONT. ALUM. TUBE EXISTING WOOD BEAM ® 6' O.C. I (6063-T6 ALLOY) W/ (3)5/16-0 (SEE SCHEDULE ON SHEET 16) 1' MIN. 1/4'11TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY HW BUILDEX ANCHORS 9 6' O.C. W/ 1 1/2- MIN. THREADED PENETRATION INTO STUDS OR W/ MIN. 1/2' THREADED PEENETRATION TO 1/2" COX. PLYWOOD IF NO STUDS -EXIST MIN. COX 1 LAG SCREWS TO EACH RAFTER OR SEPARATION -� PLYWOOD. I E O TRUSS. LOCATE TAG SCREWS AT I TO GLASS I MIDWIDTH OF EXISTING WOOD I E OR O ORS MEMBER, '2' Min. NOMINAL OPEN HOLE AT EACH 1 WIDTH) W/ 2' Min. PENETRATION II I I 1/2" MIN. STUD TO ACCEPT II OF THREADED AREA. VAUO FOR i 5/16'0 lAG SCREW I INSTALIATONS WITH 72psf MAX, EXISTING AT CENTER OF TUBE. I I DESIGN LOAD AND 9'-0- MAX. CLASS ----I 1 T � lOx1/2' S.M.S. I I SPAN, TH1.5 INSTALLATION IS ONLY , I I VALID FOR WOOD W/ MIN. 1 I ® 16' O.0 I I" MIN. I SPECIFIC GRAVITY OF 0.50 AS I I I v (E)OR rll,. - SEPARATION DOUGLAS FIR OR SOUTHERN PINE 1 I (E)OR(E%OR R - TO GLASS I I No. 2. OR EQUAL I 1' MIN. OR OORO+® EXISTING I I ISEPARATION 4 GLASS I TO GLASS I I I - . 7W HOLLOW CEILING MOUNTING INSTALLATION A END CONNECTION DETAIL 1W & 4W SOFFIT MOUNTING INSTALLATION I/a o TAPCON OR rAPcoN WITH ADVANCED THREADFORM 2"x4" MIN. WOOD TECHNOLOGY RW BUILDEX I 1 , fLf 1' MIN. I A STUDS REQ�D. ANCHORS W/ 1 1/2" MIN. I I rSEPARAI% z EXISTING GLASS THREADED PENETRATION 1 1- MIN. I A EXISTING 1 TO CLASS INTO STUDS ® 12' O.C. L—SEPARATION I j GLASS\ I1 — TO CLASS I i 1 I I I III �/��/--. I I I I SEPARATION EXISTING i I I I I I \ I I i ANTCHHOR� 1 1 III TO GLASS 1/2 MIN. CLASS --I I LOCATION I I j I 2"x6' MIN. W000 1 - g10x3/4' HIX- 1 DECK REOUIREED © ` I I s/6 wrv. WASHER HEAD TEK (NO FINISH 2'x6' MIN. WOOD DECK SCREWS 012' O.C. ALLOWED) REQUIRED (NO FINISH ALLOWED) I ®1© I 2' MIN. _'-- E� EO EDGE OF DECK EDGE OF DECK 2 i"-+ IF APPLICABLE IF AP PUCA13LE E.O. E.Q. �DGE OF -- 2' MIN. DECK IF 1 1/4.0 TAPCON OR TAPCON WITH - APPLICABLE © O \1WALL ADVANCED THREADFORM TECHNOLOGY 2' MIN. 1/4-0 TAPCON OR TAPCON WITH 2" MIN Oft OR C OR I3 - FINISH ' W/ 1/2" Min. PENETRATION OF ADVANCED THREADFORM TECHNOLOGY �� THREADED AREA INTO WOOD DECK. NOTES. W/ 1/2" Min. PENETRATION OF OR Q)OR@+® (SEE SCHEDULE ON SHEET 16) 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY THREADED AREA INTO WOOD DECK. 2-MOUNTING IAY `TO SUIT � INSTALLATION. (SEE SCHEDULE ON SHEET 16) END CONNECTION DETAIL 5 9© ELOOR CONNECTION 1.0 FLOOR CONNECTION SCALE: 3/8° = 1^ FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY. INC. BERTHA HVTh7 Si ASS A IL E C iNe, 1 0 '�• `" � ■ ■ ■� ■ Accordion Shutter System - "I DESCRIPTION DATE Orawn . FP. XG. P . �.. T3 N.W. TESTING &ENGINEERING COMPANY American Shutter Systems , a, ,,, .,m os DATE o9 / 6JS9 N.W. S6N. SL. St. JOS. VRIGRM GARDENS. FLORIDA JJt6OS 08 Phone (305)871-1530'. Fax : (305)871-1631 Association, Inc.I %' r� /?(!I''L#��'•'••'?` = a -Mai: Nltma®aolsom 4268 Westroods Drive z HREADFTAPCON WGH ADVAN�„0'p o/x7/1 DRAIYING No ^ THREADFORN TECHNOLOGY flc�<;, „„ EB-0006719 West Palm Beach, FL 33407 08-227 �s, WFLORI A MUT 44 P.E. Ph: 877 999-2772 FAX: (561 209-8380 J P.E. S CE/SIGNATORE/DATE FLORIDA Uc. A 44167 ( ) ) 4 SHEET 5 14 OF 14 ���w