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Home My WebLink AboutSUBMITTED PAPERSPLANNING & DEVELOPT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCA/V/V�D 772-462-1553 St " By Cie ptrntY APPLICATION FOR STORM SHUTTER PERMIT DATE. % - it -- l I PERMIT NUMBER: 1. LOCATION/SITE ADDRESS: Ia�A 1 I�- �►-�^ � o N 0-'0 2. PARCEL ID NUMBER: 3 3 3AI - (OOO - 0 O 1 8- d o o- cO 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �47t`*srA I 1 Dec -') A 2011 "V 5V1---AeV 4. TYPE OF STRUCTURE: SIR X 5. OWNER INFORMATION Name: /fir t alw,�-+ sjir►s-.me- I tY j s Address: 88 0 RA I e o City: -46.k S 4 L-,.. State: ��- Zip: 3`M36 Phone: -7 7?- - 6-7 y • -7 (p 10 Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: C Q C c� 5-Z? O 1-7 County Cert #: z4>15A13 Business Name: 5k-A Q,(p Phone number: z87- f0'f 7 ko 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 Analysis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion - Roll Up W Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ONB CK. 7. VALUE OF CONSTRUCTION: $ `1 I l 1p� = FEES DUE: / OWNER'S AFFIDAVIT: I certify that all of the information contained compliance with all applicable laws regulating construction and zoning. L PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF 57 ACKNOWLEDGED BEFORE ME THIS_ DAY OF—S j4 20 I � BY, OR WHO HAS PRODUCED AS IDENTIFICATION. S GNATURE OF NOTARY TITLE: NOTARY PUBLIC SLCPDSD Revised 96/17/2010 application is.seyrect and that all work will be done in ATUR,L OF pWNE-.9<C0NTRACTOR/OUALIFIER L-_ ;b r3 ri mlla WHO IS PELWN A LLXZSnW TO ME TYPE OR PRINT NAME OF NOTARY COMMISSION NUMBER KENNETH R. KING MY COMMISSION # DD 803187 a•°,; EXPIRES: November 3,2012wnt I Pf�F. BondedThruNotary Public Underer Property Appraiser - St.Lucie County, Fig, Page 1 of 1 Audley A Hayne6 Record: 1 of 1 Property Identification Site Address: 8817 Bally Bunion Rd Sec/Town/Range: 34 :36S :39E Map ID: 33/34N Zoning: PUD Ownership and Mailing Owner: Address: Sales Information Date Price 10/14/2005 690000 10/26/2004 573500 PROPERTY RECORD CARD «Prev Next» Spec.Assmnt Audley A Haynes Winsome C Haynes 8817 Bally Bunion Rd Port St Lucie FL 34986-3085 Code 00 00 Exterior Features View: - ExtType: HA+ - HA+ Grade: A+ - A+ StoryHght: 0010 -1 Story Interior Features BedRooms: 3 FuliBath: 3 1/213ath: 1 %A/C: 100 Special Features and Yard Items Type DWBP - Drive-BrkPav SWHI - RES POOL HI PA02 - POOL DK-GOOD WAL3 - CBSWa116"Blk ENC2 - POOL ENC-AVG Deed WD SP RoofCover: YearBlt: EffYrBit: No.Units: Electric: HeatType: HeatFuel: %Heated: Taxes Exemptions Permits Home Print Cl .... Parcel ID: 3334-600-0018-000-6 �G2 Account*: 144635 y Land Use: SF Res {4 x City/Cnty: St Lucie County. j Legal Description POD 32 AT THE RESERVE PUD III SPYGLASS LOT 15 (OR 2392-2914) Assessment 2010 Final Book/Page 2010 Final: 401600 2392/2914 Assessed: 401600 2095 / 2903 Ag.Credit: 0 Exempt: Taxable: Taxes: 8346.94 BUILDING INFORMATION Y/S Qty. Units Qual. Cond. YrBlt Y 1 1022 AV AV 2004 Y 1 330 AV AV 2004 Y 1 871 AV AV 20,04 Y 1 336 AV AV 2004 Y 1 1201 AV AV 2006 TC - Clay Tile 2004 2004 1 MX - MAXIMUM FHA - FrcdHotAir ELEC - Electric 100 Land Information No. Land Use 1 0100-SF Res Total Land and Building Land Value: 70000 Acres: 0.23 Building Value: 331600 Finished Area: 3187 SgFt RoofStruct: Frame: PrimeWail: SecWall: PrmintWail AvgHt/FI: Pnn.Flors: %Sprinkled Type N -Flat HP - Hip BS - CB Stucco DW - Drywall CT - Tile -Ceramic 0 Measure Depth 1 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pre.asp?prclid=333460000180006 7/1/2011 +jam... •1��'�:. 1 •h Yf �. .0 �,, �,1'is.11fH1A�Ila3�OlSl SIF4.t. �,1gJ(i0� �I�tll '1 V01d0�� 0 3.ld1S y.-I• X j' q. pau�bcgras7..aly y■d + N+ION+fILO Pt9+"11.Y•Ui1a11N�a0 (!jl■nNO Ja (t!aanl'�!S '(pwlelSrPl+oLi'fiS'ib !laaS)Ja!taq pu■ oBp+lAlouq AIu Jo Itaq ap of anll wv 11 u! tlaq 1-1 •Anw j ,nuuad »pun LA gndylD -ElegmMS UdX3(allgndAwlnpljoamiru0!S) 00#NOISSIWW09AW'" ONVURLAND a xwlloaljlPopl jo odd• tlupxolloj olp paanpwd —so umouj 911"011ad (pauwxaSVA%IUZUfUl u!wwl+tJojl■Iplgnodyadjoonleu) Amuollr •»rclm haaluo •]ro••••.Glmlun■ 1e ■ddn _+oj' V s�N � � 1 1 OL ''•++ jo Aop „�/ I tpp mu aroJag paS , •ou:1a ivr lumwurcu! 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CRC058017 nforrnaticn NarrteEAST COAST HOME CARE -- HOME OWNER S�bdivinPGAVLLAGE B�B17 BALLY BUNION W/ROLLUP Job Add VARIOUS Install❑ Work 772 33Er1120 aty�tate-z�PORT sAINrLucIE, FL349$6 �iui� ( ) Sales P " DO �N� (772) 579-7610 furnish and install the following: down existing tracks or anchors and patch holes. Leave tracks and ianels per homeowner. Install Beige DADE APPROVED Hgh Velocity Accordion Shutters on (24) openings all with push button locks. Beige Motorized Roll -up Shutter on front doorstop window opening mounted below soffit with elec.hookup & switch. included. Homeowner to get H.O.A approval 6-8 weeks for installation. Proposal Total : $17,164.00 Deposit 50% $5,721.00 Balance On Completion $11,443.00 OM WAR WAP",UYMATMAL AMI.ABOR It is undensteod that there are no verbal agreernrnds and all items discussed are covered by this written cnbrct Ibis is a proposal until signed by an officer of this corporation at which time it beeorn es an executed contract Acceptarae by ov<nx root be within 30 days of irnVosal data Buyer may cancel this contract within 3 working days atiter sitrmog. No changes in nrasurerrents will be allowed except at prices not uably agreed upon, at the bone these c harop,ns are node Any physical or verbal changes after signing mat be approved in writing by both parties. Alb agrcernents ace contingent upon strl bloats, accidents, acts of God, weather, Sur, carrier delays, delay or failure; to receive raw nate iat deliveries, or by other causes, whether of like or different nature beyond our control. oxna• to awry fire, tonrade, and other nrtssaty insurance. our wnrdcers are fully covered by Worluran's CumpenmhonhE rune All material is property of GulEsbram witil final payment and can be rermved if nut paid. Electric —Buyer agrees that any necessary electrical connections vvill be nude the closest source of power. Any clorges or variation will bean additional charge Interest - Buyer agrees to gay 11/s%per north interest change on any unpaid balances. Casts of Collection - Buyer awlees to be responsible for seller's attorneys fees (both trial and appeal) and all other exists of collection in the event full paylrent as owdind herein is not erode within 10 days of the onrn lietion of the woric outlined hhenehL Acceptance Of Pnposal - the above prigs, specifications and oaaYlitios are satisfactory and hereby accepted. You are audnrizad to do due work as spoecifiod. Cancellation Fee 20% of contract anrowuL Payimnrt will be Wade as unlined above. NEarrial Orly Qrstom em —You are responsible for your ohm nussrre pea s, (width x he &) Date of Acceptance: _� %i 9�/l c� 2 ,gent: 7hm* You for the opportunity W be of Service! 3M SE GRAN PARK WAY" STUART, FL 34997' Phone: 772.287-6476' Fax: 772 287-9740 ` e-mail: info@Dgulfshutters.tom t ALUM/NUM & SHUTTER CORP. Do It Once Do It Right Since 1979 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287 v 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 Page I of 1 Kev Storm Panels - SP R o I I u p s R Accordions (AIC Windows)-b-c"ors - WD Bahamas - BAD J Retractable Awnings - RA Colonials - CO Ultra Lattice - UL :::::::::::::.::::.:::::::............. : ':::::::::::::::::: :::::::::::::::::::::::::::::::. .�. .............................. ........................................................ :::::::::::::::: ............::::::::::::. : :"::::::::::::C:y�:::::::::::: .........:::::::::::::::::::::......::::::::::::::::::�::::::::::::::::::.::........ : ........................... 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A.`�.. ....:.......... �. ..... .............. . ......... : .. ...: ............................... ............:.::::::::::::::::::::::::::::::::::::::::::::..:::::::::::::::::::::::::::::::........... .: .:..::..::: .:: ....... t - Special Instructions: !`d°o s��^a ;�: 3 � � �',^. A a P4 a Signature Date - Salesperson Date norlaa .bui.taing Loae unane Page 1 of 2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts i Publications FBC Staff BCIS Site Map ; Links ( Search i' Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL�389.;R3„ Application Type Revision Code Version 2007"'J Application Status Approved 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 f;hSubcategory ords- a-1; 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. Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 COI Dwo No. 08-227 Certification of Independence Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2002 http: //www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtD gvYYHH2vJvx5 3 MwsXdCOtO... 3 /20/2011 ri&iutl. Duiiuii% t—out: Viiliiiu rage z of L Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Method 1 Option D 11/03/2010 11/08/2010 11/10/2010 12/07/2010 2002 2002 1994 Summary of Products FL # IlModel, Number or Name Description 389.1 ertha HV Accordion Shutter- rBlade1 Only- (Non-HVHZ)- Drwg 08-227 Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL389 R3 II Drawing No. 08-227 Revised odf Verified By: American Test. Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D" max. span is 16'-0" for 30.0 p.s.f (for symmetrical and opposing centermates). Created by Independent Third Party: Yes Evaluation Reports FL389 R3 AE Dwci No. 08-227 Product Evaluation Report.odf 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 © 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: ' 'N ® OEM a; sc:atint �tt;'eetri;s� v�rlslg� - M Trt�cted Yt kvp v i http://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53 MwsXdCOtO... 3/20/2011 GENERAL NOTES: 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 339 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 ASTIR 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. S. SEE SHEETS 10. 11 AND 12 FOR ANCHORS SPECIFICATIONS. - 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS .OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU • FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL N A VISIBLE PLACE WIT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK bW OR ALTERNATE LOCK W MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK W� 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 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. 1L EC®�.G. n, TIWT TESTING & ENGINEERING COMPANY '—�`—"� % 6355 N.91. 36" S:, Ste. 305. VIRGINV. GARDENS, FLORIDA 33 ��..'., Phone : (305)871-1530 . Fox : (305)871-1531 e—mail: 0ltecoaceleem 'cB-0006719 '. S AL/$!AT,UF DATE IYALTER A TILLIT Jr. P.E. FLORIDA ua. g 44167 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 CODE (Non Nigh Velocity Iturricane Zone © 2009 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter Svstem I me ce-,xe I ,/ae/oe I DATE: 09/05/08 2 GENERAL o/27/1 DRAWING No 3 08-22i 4 SHEET 5 1 OF 14 4.371' 4.857" GO� RED —UNDER US INT # 54-58179 OF HD 2" (m...) B/O HEADER/SILL # 2 3.226 1.500' 085' OHO HV ADJ. ADAPTER WILIP VARIES 1. 1.9le", Mo.. ('90. r f ON H.V. 2" (Max.) DIRECT MOUNT 1.917" . F 670 o 3 3.5 .520" OB HV CEILING HEADER ;f 1 .250" TIP. 5L 00 3" FLOOR ANGLE 4.576" 2.293' 1,745", 0. .062 1.325* 47 —125- TYP. .,ES FROM 2.000' TO 5.000" @)B.O. WALL ANGLE VARIES 1.9 15' GB3" c .083' .100- .060, 670 3.520 670" 072 oI O .815" 2.092' 4.436" QHV WALK —OVER TRACK OM HV FLOATING. CENTERMATE,J 2 X Y I 1 —1 - 10.062-1 1 2" 2" 2" 0.062-1 2" 3' 0.0521, 2" 4- 2- 5- 10.062-1 ®R,SIDE —ANGLE /TILIE C ®INC. r TLUT TESTING & ENGINEERING COMPANY .3 MS. VIRCM GAR . N. sI.. MS, FLORIDA 33 Phone (305)571-1530 . Fax : (305)B71-1531 e-mctit EB— 006719 WALTER A.OTILUT Jr.P.E. P.E. i�-/SIdNATU9/DATE FLORIDA U.. j 44167 1 936" L L-3- n Lof �6704 E HD CEILING HEADER/SILL A OK HV 90'ZI80' STARTER OX HV CORNER CENTERMATE # 3 X Y I L 2- 2- 0.121-1 3* 0.090- SOLO R POST FLORIDA BUILDING CODE (Non High Velocity Hurricane I C 2009 EASTERN METAL SUPPLY. INC. 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 BERTHA HV TM Accordion Shutter System iDESCRtpnoN DATE I D._ by: . F.P. I -/-/u I DATE: 09 /05/08 DRAWING No 08-227 VARIES. 12• MIN. - 1.110' #1 LONG _ WHEEL #3 NYLON RECESSED 1/4• 0-20 S.S. OR 3/6•a-TES ASSEMBLY 'HAT WASHER NYLON BUSHING. Eru ADnHUMsscRExs. AT EVERY (SEE DETaLS) OTHER #14s2 3/4' H.V.- m KNUCKLE ACCORDION PIN W/ #8 HEAD /4.0 I Y Z U .. ON _ .375a #2 SHORT F� QU LOCKING='RO RECESSED (SEE 0TES ON 4) 3/s"�-16 • ACETAL 1 /4r' 0-20 S.S. eU H NG. ,w 1, N N N THUMBSCREWS THUMBSCREWS ACCORDION ' —FIV I A I ' CCORDION n T t/4•2Dx1/2'_ 1/s'-zoo 1/4•-20- PIN t PINf FLAT - 2Dx-1 THREADED DIE CAST THREADED CAST S.S.nLS. ® HOUSING ENAMEL HOUSING ENAIAEL O.1BB"C, ASI (z TTP) Baxm PUNTED Ta m PAINTED 302 SERIES S.S. o $Tf 'DI RP/ENS' EGRESS TURN KNOB. A - AI51 302 ---� I SERIES S.S. WHEEL i I I CARRIAGE o� .318• ` BRASS CYLINDER. . KEYS (CHROME ("CHROME PLATED) A n PLATED) m t-,-- HV I ODE jrACCORDION 1�h WV. `LOCK/ EGRESSrt;H V L0 ACCORDION PIN .875•i (S. ES ON SHEET 4) PIN Y .250. 0.0. 1 I f e PLASTIC HEAD*1:1" 18• 18• MOLDED TO r N t LONG RECESSED N SCR TO o NYLON BUSHING. hl AFTER RIVETING TYRI"CA(e`."Sl-1UTTER= A_SEMBL"FY .3s0" _- BEFORE RIVETING SCALE: 3/8" a 7° Si 71 114"6-20 RIVNUT* "S.S. THUMBSCREW o0.324"� ze> ALTERNATE LOCK (TO HV LOCK lWV (SEE NOTES ON SHEET 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT.-.----�.++r•=•a-••-s..-- ' PART # 0820, AS MANUFACTURED BY WHEEL GARRIAGE'�- DETAIL AVDEL CHERRY TEXTORN, PARSIPPE14Y, y- NE1V JERSEY 07054 DR EQUAL. ' N.T.S. ESL E C 4 �'"��'-'•T----- TILLIT TESTING &ENGINEERING COMPANY 'sl% >j/fyp 6335 N.W. 36N. St -Ste. -VS. VIRGINIA GARDENS. RDWDA 3_1 Phone; (305)871-1530 . Fes : (3D5)871-1531 ';<' e-rnoiC liltr_o®ooLcom EB-0006719 ,- WAL.TER A. 'nLUT Jr. P.E.P.E. SEA L/SIGNATURE/DAT FLORIDA UG 8 44167 j14s2 3/4" H.V. ACCORDION PIN W/ #8 HEAD aACCORDION PIN y I� W/ #8 HEAD #3 NYLON n HAT WASHER N I5"0 1170"1 3/16" r-11T 0HICK NYLON HEELL.. - 0 0. _: �+ #1^LONG ---p2 SHORT ! I RECESSED RECESSED NYLON NYLON BUSHING BUSHING E i I BL DE #1 LONG RECESSED L NYLON BUSHING ! I ACCORDION PIN W/ #8 HEAD ASSEMBLY IAYOUT-..i FLORIDA BUILDING CODE (Nor, High Velocity Hurricane @ 2009 EASTERN METAL SUPPLY, INC. �EACTE®�HA C,�7HV TM ■ ■ ■ ■ Accordion Shutter Systen American Shutter Systems ' Ne DESCRIPTION DATE Drorn by: F.P. Association, Inc. DATE: 09/05/0 4268 Westroads Drive 2 DRAWING No West Palm Beach, FL 33407 3 08-227 Ph: (877)999-2772 FAX: (561)209-8380 4 SHFPT * NOTES ON LOCKING RODS n . HV LOCK R AND ALTERNATE Q 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 FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION #1: 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 O OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDTIION #2: LOCKING RODS Q ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DECIDED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION 62: ONE HV LOCK & SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK e 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 M6NDATOlRY CONDITION1 VALID ONLY FOR SYMMETRICAL C S• ONE ALTERNATE LOCK W MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS PT ANY ELEVATION. ALTERNATE LOCK 1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1 /4"0-20x3/4" S.S. THUMBS EW TO Q OR (9 CENTERMATES SHALL BE MADE W/ 1 /4"0-2Ox3/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. v P.E. SEgL/SIGN&URE%DATE � Nu N0 S<x F- N Z = j/�-{��GfQ/��f E F Te�'pfGA��SNUTTER+�cELEa�YtA� cl Q- * 0- O TILUT TESTING & ENGINEERING COMPANY 6355 KW. 36th. St. Ste. 305, VIRCCIW CAROM FLORIDA 33 Phone : (305)871-1530 . Fc4 : (305)871-1531 —mat: tilt...®aoi.com ES-0006719 WALTER A TIUIT Jr. P.E. FLORIDA U.. § 44167 FLORIDA 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 09O CR®} O CZy. K C' z 0 0 N O 3 OF CORNER CENTERMATE Hurricane Zone 102009 EASTERN MMEUL SUPPLY, INC. BERTHA HV TM Accordion Shutter System «o os—,sa DRAWING No 08-227 REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 1D) �ORO - 1" MIN. SEPARATION L`WALU71-0 NTING i LTN AS 71�N Lam. I. , _ r WALL REQUIRED � 3+-VYALL`MOUtdTiNGyINSTAGl�,T1�Fi CONCRETE ANCHORS SEE SCHEDULE ON 1/4'0-200/4' S.S. NOTE FOR COMBINATION OF SECTIONS: SHEET 10) p MACHINE SCREWS USINC t- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY POURED 1/4'-20 NUTS ® 12' O.C. 2- MOUNTING SECTIONS CAN BE COMBINED CONCRED 1• RETE IN ANY WAY TO SUIT ANY INSTALLATION. REQUEO Q 0 } * I- D. - EDGE DISTANCE /N E (SEE NOTES k SCHEDULE ON SHEET 11) 1• FyI MIN. SEPARATION TO GLASS EXISTING i GLASS—, , 2� WALL MOUNTING INSTALLATION EXISTING MIN. SEPARATION tltltltl TO G ASS z I I 1� , II + i II f G N , II m E EQ EQ I 0 I ` 1/4"0-20x3/4' S.S. PHILLIPS NCRETE ANCHORS TRUSS HEAD MACHINE SCREWS POURED CONCRETE (SEE SCHEDULE ON USING 1/4•-20 NUTS ® 12- O.C. OR CONCRETE BLACK SHEET 10) WALL REQUIRED ® WALL MOUNTING INSTALLATION INSTALLATION DETAILS yZ =r '-L EC;. TILLIT TESTING &ENGINEERING COMPANY S355 N.YI. 36P- SL. St, 305. YM MA GARDENS. FL03i14 33 Phone : (305)871-1530 . Fax : (305)871-1531 . e-mots: bite-C.O.- - EB-0006719 WALTER A. TILUr Jr. P.E. P.E. SEAL/SIGNATUR&DATE FLORIDA U. M14167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zo 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 © 2009 EASTERN METAL SUPPLY, INC. 13ERTHA HIV TM Accordion Shutter Systen REY. No DESCRIPTION DATE I D.- b : E.P. t oo os-,se -1-i- DATE: 09/05/0 2 DRAWING No 3 08-227 n curc-r NOTE FOR COMBINATION OF SECTIONS: POURED CONCRETE ANCHORS CONCRETE (SEE SCHEDULE ON SHEE 11) T 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY REQUIRED EDP OF -+ MIN. SEPARAION m I 6 A 2- NOUNNNG SECTIONS CAN BE CONBMED / IF TO GLASS ii IN ANY WAY TO SUIT AIJY INSTALLATION. . D.• APPUCA13LE I •- u _ E. D. =EDGE DISTANCE O 7/0 :.EXISnNG I " (SEE NOTES &SCHEDULE ON SHEET 11) i lI1 L'�JIII B ORORY� NG ' it I�I i EDGE OF ISS—+ SLAB IF - 1 APPLICABLE -j MIN. SEPARATION i' POURED I E. D.*---I TO GLASS A CONCRETE REQUIRED LFLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) G CEILING MOUNTING INSTALLATION © WALK —OVER MOUNTING INSTALLATION 1 1• A '--MIN. SEPARAP.0 - -IMIN. d A EXISTING TO GLASS. i i SEPARATION TO GLASS GLASSI 0 . EXISTING \ #14x3/4" S.S. HEX HEAD TEK CLASS i ALTERNATE i i SCREWS 0 9. O.C. OR 1/4.0-20 i i S.S. M.S. W/ NUT ®9. O.C. o ANCHOR LOCATION III 3/B• NIN. ; I I 12" i i t 1 1 �#10x3/R HEX WASHER HEAD TEK SCREWS 0P.C. I I I O . I CONCRETE ANCHORS I I E (SEE SCHEDULE ON SHEET 11) SA OF— 6 IF I� ' 1/2• SLAB RPLICABLE I1 !>w CONCRETE ANCHORS . 1' EDGE F �NDTEc ' (SEE SCHEDULE ON SHEET 11) IF E.O. E. POURED ,NCP,ET-c PUC APPUC ABLE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ' ADJACENT TO AN OPERABLE EXIT / 1 1/2' 1 1/2• OR ENTRANCE EDGE OF SLA-a IF EOU:RED E. D.' O.t� APPLCABLE I POURED J/ I - CONCRETE REQUIRED ---I: D. FLOOR MOUNTING INSTALLATION C FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone © 2009 EEAASTTE®ERN META,- SUPPLY. INC. VTm THA Am&SwAn Accordion Shutter System . Na DESCRIPTION DATE D.- p , F.P. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ��---- 1 ,/„/„ ppTE: 09/o5/c8 6355 N.W. 36t St.. Ste. 305. VIRGINIA DARDENS. FLORIDA 331fi Association, Inc. z DRAWING No Ppcne (305)871-1530 . Fex : (305)871-1531 -m ,: 7GGD"ael.ccm 4268 Westrogds Drive E9-o West Palm Beach, FL 33407 08-227 3 P.E. SEAL/SIGNATURE/DATE 1LUTJ A c. J Jr. P.67 FOaue. 6 a4t67 FLORIDA Ph: (877 999-2772 FAY: (561 209-8380 ) ) SHEET c ^Ir .1 OUT e ALLOY) ALUM. ANGLE W/(2) 1/4"0 TAPCO14 ANCHORS TO CONCRETE (TOP/BOTTOM) 6E 14)110zT/2- S.M.S. TO TUBE AT EACH ANGLE (TYP) 1/2" 6 TAILS ON SHEETS 8 & j1'4 I N I EXISTING GLASS * SEE NOTES ON LOCMNG RODS®, HV LOCKS® AND ALTERNATE LOCKel. ON SHEET 4. I R©OROOR EXISTING GlAss SEE EMD WALL CONNE_CTIOi OOR&01 0Rb DETAILS ON SHEETS 8 & 1 1--------- ------------------ --------------------- ---� ' 3 1 /4" 7• 6 1/2' 7• 1/2" OPPOSING SYMMETRICAL 1 $tOz3S.M.S. ®12" 1 D.C.: FULL ta1GHT. CENTERMATES W LOCK CYJi* I CENTERMATES W LOCK W * 1' MIN. SEPARATION \/ 1 N U 7 TO CLASS O©O FOB EX!SN1G } —1A55 rr)r- 0.4 { IOR0 IN OUSTING (—C----'*'---`J---� `GLASS 1- MIN. OPTIONAL SEPARATION �� (I,NTERIOR) TO GLASS O 7W OUT W* '� LOR @ SECTION 12 f—EXISTING GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED — — — — — SYMMETRICAL 1N �OR©OROOR CENTERMATES .t w LOCK * �* r aanoNu W1 OoRO� O FONTERIOR) F H I OR J 1" MIN. SOAGLA!SN K U i / 1 ©OR YY OUT :X I 1 ' (EXTERIOR) SECTION 12 AT 12 AT CORNER CENTERMATE#33 ALTERNATE SECTION 12 TILUT TESTING & ENGINEERING COMPANY % T?Q.76355 N.W. 3E!K St- Ste. 305. %1MINIA WRDENS, FLCF= 33 Ph.. : (305)871-1530 F.z : (305)871-1531 c -mail• tilts.. • E8-0006719 r � 19ALTER A TILUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLOPID`` U` s 44167 ANCHORS 16- O.C. ORO OUT 6 1/2" MAX. SLACK SECTION 12 AT SLACK DETAIL (IF APPLICABLE) FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zon © 2009 EASTERN MErAL SUPPLY, INC. BIERTHA HV TM A■ S• S ■A® Accordion Shutter System American Shutter Systems REV. N DESCRIPTION DATE Drawn 6: F.P. Association, Inc. 1 z. os I,a a/asA.e DATE: 09/05/08 4268 Westroads Drive z DRAWING No West Polm Beoch, FL 33407 s 08-227 Ph. (877)999-2772 FAX: (561)209-8380 _.._— ® 16" (LOCATE AT /o EITHER SIDE �L OF O) 1/2- 010x1/2 S.M.S. ® 16. O.0 POURED CONCRETE - POURED CONCRETE OR CONCRETE BLOCK. WALL OR CONCRETE BLOCK WALL REQUIRED REOUIREO EXISTING GLASS 1" MIN. SEPARATiGN 1/16 z3' MAX. (6063-T6)- TO GLASS COW. ALUM. CLOSER PLATE (LOCATE AT EITHER HE 1 MIN} ---Exlsnrlc cuss - T" MIN. SEPARATION TO GLASS 1 I _ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS 1° MIN. � - SEPARATION TO GLASS l 1 #100/2" S.M.SJ I V --_-- 0 16" 0. Cd/ SEE DETAIL X FORJ F O.1 SIDE CONNECTION �i SEE DETAIL X FOR TO TRACKS SIDE CONNECTION ZZORG ORCOR© TO TRACKS Z6ORG OR(DORT) OR®+(DOR(D END CONNECTION DETAILTi POURED CONCRETE OR - CONCRETE BLOCK WALL REQUIRED F):LSTIIJG GLASS / MINI L SEPARATION TO CLASS ANCHOR � 16° _ ___*:,/�v MIN. ----— _ - 1 /2 *USE I" OR 2" VAX. (AS APPUCABLE):2'xI/8"xO'-2• ) ALUMINUM CLIP ANGLE !� (6063-T6 ALLOY) AT MIDHEIGHT W/(I)p1Gx1/2" S.M.S. ` TOQN & (2)1/4o TAPCONS /f ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER S1DE OF(EN)) SEE DETAIL X FOP-/ (�-I SIDE CONNECTION r T-ACKS LOOR©ORCORLJ OR®+OORO OR(3+QI QRrJJ END='CO'NNECTIO'N: DETr,4EL 3 END CONNECTION DETAIL 2� POURED CONCRETE OR / CONCRETE BLOCK WALL REQUIRED EXISTING ,( GLASS 1 x1/2" S.ALS. 1" MIN. -1 ___________ 7flo® 12" O.0 SEPARATION D CONCRETE 1/2' MIN. TO (LASS .5 b_ _ — _ _ _. ANCHOR 12' O.C. \ �`' O (2)i#14X1 3/4" J' HV PIN. 2" VvoRQC eR®oR i(; END CONNECTION DETAIL 6oR��o®oR® END CONNECTION DETAIL U oR IQ,+(I .Q) v v 1 TILLIT TESTING & ENGINEERING COMPANY "i ••�� . f , (j�v �• � 6355 N.W. 36th. St.. Ste. W5, YR04M GARDENS. FLCWDA 33 Phone : (305)871-1530 . F..: (305)871-1531 .a �' a—mal: tilteea©aoleom • .. EB—MO6719 WALTER A DLUT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLOMDA U.. B 44167 (2)# POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ,2" MIN EXISTING GLASS e1" MIN. SEPARATION ::� TO GLASS OR®+CORO END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' &-I /-SOR( OR®OR(E) ORC+(I)ORO P M. --AI-L ^X� FLORIDA BUILDING American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 W I VW A_ CODE (Non High Velocity Hurrict © 2009 EASTERN METAL SUPPLY, INC. BERTHA -HV TM Accordion Shutter Sy 44 DESCRIPTION DATE 1 11 E tw oe_- a/os/oa DATE: DRAWING No 08-227 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES, "ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN LOAD (Ps.i.) (+ OR -) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/CEILING MOUNTING L + (R) L- (ft) L 4 (ft) 1 L - (ft) 30 OR LESS 16'-0" 16--0" 16-0" 16'-0'- 35 14'-10" 14'-10" 15'-2" 16'-0' 40 13'-,,0' 13'-10" 14'-2" 15'-2' 45 13'-1' 1 -1' 13'-4" It 14'-3" 50 12'-5" 12'-5' 12'-8° 1 IS-7" 55 11'-10" I V-10_ L26,j;.,a, 12'-11' 1601� gg ai- 61r`LFj,R 65 10'-10" 10'-10" 70 75 10'-1' 10'-1' 10'-4' 1 V-1' BO W-10' 9'-I0' 85 9'-6' 9'-6" 9'-9' _ 10•_5• 90 9'-3" 9'-3" 95 1.00 8'-9" 8'-4" 91-0. 91_7. 105 8'-7" 7'-11' 8'-9" 9'-4' 110 8'-4' 7'-7" 8'-7" 9'-2" 1158'-4' 120 $'-O' V-11" 8'-2" 125 7'-10" 5'-8" 6'-0" 130 7'-8" 6'-5" -10" 8'-1" 135 7'-7' 6'-2" 7'-9" 1 7'-9" 740 7'-5' 5'-11" 7'-7" j 7'-6" 145 7'-3" 5'-9' 7'-5' 7'-3" 150 7'-2" 5'-7" 7'-4' 7'-0" 155 7'-0" 5'-5' 7'-2' 6'-9' ISO V-it" 5'-2" 7'-1" 6'-7' 165 6'-10' 5'-1' 7•-0. 170 6'-9' 4'-11" 6'-it" V-2" 175 6'-7" 4'-9" 6'-9. 6'-0' ISO 6'-6- 4'-B" 6'-3" 5'-10" 185 W-5" 4'-6° 6'-7" 5'-8^ 190 6'-4" 4'-5" 6'-6' _ V-6^ 195 W-3" 4'-3' 6'-5" 5'-5' 200 6'-2' 4._2' 6'-4" 5'-3" 205 S'-1' i 4'-i" 6'-3" 5'-1" MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS 'I (SEE NOTE t) MAXNUM DESIGN LOAD (+ OR -) CONCRETE & WOOD INSTALLATIONS Way MOUNTING FLOOR/CEIUNG MOUNTING L + (8) L - (ft) 30 16-0' 1 16'-0" 35 14'-10' 14-10' 40 13'-10' 45 13'-1' 50 12'-5' 12'-S" 55 IV-10" IV-10" 60 11'-4' l t'-4' 65 10'-10" IV-10" 70 10'-6" 10'-6" 75 10'-1' 10'-1" 80 W10' W-10" 85 9'-6" 9'-6' 90 9'-3' 9'-3" 95 9'-O" 8'-9" 100 8'-9" 8'-4" " 7'-TI" ' 7'-7" 2" D" W407 0" 6'-8" 8" 7" 6'-2' 5' 145 7'-3' 150 7'=2' 5'-7" 155 7'-0' 5'-5' 160 W-11" V-2' 165 W-10' 5'-l' 170 6'-9' 4'-11" 175 180 185 6'-5" 4'-6" 190 6'-4' 195 6'-3" 200 2D5 INSTALLATION LEGEND CQt A-9 'MAhSORY` WOOD ALL` f pM UN7jNG iil, 2fJ3 & 4 1W, 2W, 3W, 4W, 5W & 6W 00-R+/^CE�jLING MOUNT, (7 5, 6, ® & B 8W, 9W & 10W ♦ MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 psf. DESIGN LOAD. tCORNER CENTERMATE 93 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #4, SHEEr 4 OF 14 -77 I ILLII TESTING & ENGINEERING COMPANY r1-- . ,�'. .. 6335 N.W. 3Eth. St. St.. 305. VRONU GARDENS, FLORIDA 33 Phone : (305)871=1531) . Fo.: (305)871-1531 a -mail: tiltorn6aol.com '"�,; �-. .. E9-Ofi06719 ' WALTER A. TILLIT Jr. P.E.P.E. SEAL/SIGNATURE/DATE FLORIDA U. p 44167 r NOTES: (1) L+: DESIGN LO AD. ALLOWABLE SPAN FOR A GIVEN POSITIVL-: 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 BETWEEN WALL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L,+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: L7-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'b+", "L2+', 'b-" AND 12-" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM, ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. A.S.S.A. American Shutter Systems Association, Inc. 4268 Westtoads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non High Velocity Hurricane 02009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter Svst i o10 os-1ce c/os/c6 UAi E: 09/05/0S 2 DRAWING No 3 08-227 ;7M 1 aem tm j1&6**C9: Ap 0. Ez MEM P.E. SE . k�/SIGNATURE/'DATE r:1L_FE7C_ -07m., TILUT TESTING & ENGINEERING COMPANY 6355 N.W. 361), St. St.. 305, MRG!1,lEA GARD34S. FLORIDA 33 Ph— : (305)671-1530 . Fax : (305)871-1531 e—mail: tatecoacul—m EB-0006719 WALTER A. TILLrr Jn P.E. FLOMDA Ua� j 44167 )RIDA BUILDI 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 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ SEE ANCHOR SPECIRCATIONS ON SHEET I I CODE (Non High Velocity -Hurricane Zone @2oog EAsTmN mErAL SUPPLY, INC. 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SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) �EEE; u B :E3 -r- F=;-=' E SOUTHERN PINE No. 2 W/ MIN. G=0.55, DOUGLAS FIR W/ MIN. G=0.50 SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 1 /2- MIN. CDX PLYWOOD MAXIMUM SPAN (ft) WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT SW FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low MOUNTINGS WALL & 5IN NEGATIVE DESIGN LOAD (psf) NEGATIVE DES!'GR LOAD (Dst) NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 60 75190 105 30 40 60175 90 105 30 40 160 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 140 60 I75 90 105 30 40 50 75 90 105 -0" OR LESS 12 10 9 8 8 6 6 6 6 6' 5 12 110 10 9 8 8 6 6 6 6 5 4 12 10 10 9 8 8 6 6 1 6 4.5 4 3 6 5 4 4 4 3 4'-0" 12 r1o 10 9 8 8 6 6 6 5 4.5 4 12 10 10 9 8 8 6 6 5.5 4.5 3.5 13 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5'-00 12 10 9 1 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 5.513.5 3 2 2 6 5 4 4 4 3 6'-0" 12 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 1 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'-0" 12 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 10 10 7 3 - 5 4 2.5 2 - - 6 5 4 4 - - 8'-0" 12 10 TO 7.54.5 3 6 5 3 2.5 2 2 12 10'10 5.5 3 - 5.5 4 2.5 2 2 -[12 10 10 4 - - 4.5 3 2 - - -' 6 5 4 - - 9'-O" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12110 8.5 4 - - 5 3.5 2.5 2 - - 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 .2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 10 3 - - - 3.5 2.5 I - - - - 6 5 - -11'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - -10 - - - - 3 2.5 12'-O" 12 10 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.52.5 - - - 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 1 D - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 7 - - 2 1 - - - - 6 4 - 1 - I - - 14'-0" 12 10 - - - - 4 3 - - - - 12 7 �'- - - - 3 2 - - - - 5 - - a-2.5 2 - - - - 6 3 - - - - }5'-0" 12 -----3.5 - - - - - 12 - - - - - 3 - - - - - --- - - - - - 6 - - - - - 16'-0" 12 - - - - - 3 - - - - - -12 - - - - - 2.5 - - - - I - - - - - 1 - I - 16 - - - - - + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLO WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDS( W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 do 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW COILING SHALL BE AS PER MOUNTING TYPE 7W. SHEET 14 AND SHAH CONSIST OF LAG SCREWS AS PER N.O.S. 2005 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: SOUTHERN PINE No. 2 W/ G=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 (1956 APA) 4, ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER P.E. T D E -CO TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St. Ste. 3C5. VIRGNIA GARDENS, FLOODA 33 Phone : (305)871-1530 Fax : (305)871-1531 e-maih 01tecR�aol.cem EB-0006719 WALTER A TILUT Jr. P.E. FLORIDA U.. j "167 AI!&SNAIL American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Hon High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. TE 13E Accordion Shutter Svstem 1 .. os-19, 1 9/-/oe DATE: 09/05/08 2 raxoN WRN Awu:cm TNREADFORM iEOiNCLo6Y 0Rr/1c DRAWING No /]'' 3 08-22 t WALL FINIS" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS OR _1/4C1.'TA'PCON TAP . "" ADVANCED T"READFORM TECHNOL.OGY r-114-0 TAPCON OR W/ 1 1/2, Mi.. PENETRATION OF THREADED AREA To TAPCON WITH ADVANCED 7- THREADFORM TECHNOLOGY EXISTING WOOD HEADER. W/ 1 1/2" Min. PENETRATION (SEE SCHEDULE ON SHEET 16) OF THREADED 11111 To N EXIST! G WOOD HEADER. -7— F OR (D (SEE SCHEDULE ON SHEET 16) 1 MIN. SEPARATION. 1/4e-20.3/4" S.S. MACHINE GLASS To SCREWS 1/4--20 W/. NUTS F 12* D.C. Pm EXISTING -7 CLASS --- 11 A, z E WALL 1 -7 u r--;T�- 'NISH ExisnNG MIN. 2-.4- WOOD HEADER REQUIRED EXISTIN GLASS--J I" MIN. SEPARATION—] TO GLASS low WALL CONNECTION AT TOP EXISTING I GU.SS—i T �—I" WIN. SEPARATION_ 2"x4' CONT. TO GLASS WOOD PLATF- PEO'D - x WALL FINISH FINISH 76ilSTING MIN. 2"x4" WOOD HMER REQUIRED EXISTING I' MIN. SEPARATIOri— TO CLASS GLASS--ljI n WALL CONNECTION AT TOP I i ! EXISTING MITO SEPARATION GL GLASS--o LASS 2".4' CON-� WOOD PLATE OR REOID. 1,1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORPA TEECHNOLOG w/ 1/2" mi.. PENErRATlom OF L THREADED AREA. INTO PLYWOOD (SEE SCHEDULE ON SHEET 16) Li/2- MIN. COX PLYWOOD REO'D. LEXISIING MIN. 2".4" STUDS @ 16" D.C. MAX. REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. WALL CONNECTION AT BOTTOM OR 1�t-,,/4-0 TAPCON OR TAPCON WiTH ADVANCED THREADFORM TECHNOLOGY W1 T111 1/2" Min. PENETRATION OF READED AREA 0 MIDW DTH OF WOOD PLATE. 2'.4" CONT. SILL (SEEISCHEDULE ON SHEET 16) PLATE REO'D. WALL CONNECTION AT BOTTOM MIN. SEPARATION To GLASS EXISTING CLASS-4 WALL—. FINISH \-1/1'1-2.-1/4 S.S. MACHINE SCREWS W/ 1/4"-20 NUTS @ 12" b-C \41�4'0,TAPCON OR 1/2" MIN. COX THREA61`6R'�' iE&i;'(5�6GY PLYWOOD REQ'D. W/ 1/2" Min. PENETRATION OF WALL RNISH THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET IE) WALL CONNECTION AT BOTTOM b"ALt: "/0 =1 44 7 TIL T TEnNG & ENGINEERING COMPANY LNJW. 6355 360. St.. St.. 305. MRONA GARDENS, FLDM�- M Phone : (305)871-153 . Fa. : (305)871-1531 h. e-mail: lito tec.-Owl."m ES-000019 WALTEF? A TILLV J, P.E. P.E. �;�51GNATOkE/DATE FLORIDA.U�. f "167 I -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY. 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANT INSTALLATION. 7--T I 711 �l Min-1-1/4"O-20.3/4' S.S. MACHINE 1 CON, TAPCON OR SCRi��'S USING 1/4--20 NLrrS 0 12 D.C. �—T PLATE 'A IZ14 WITH ADVANCED THREADFORM TECHNOLOGY W1 1 1/2" Min. PENETRATION OF 114READED AREA 0 I M M DWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) O6W WALL CONNECTION AT BOTTOM AmSmSmAm American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (577)999-2772 FAX: (561)209-8380 Zone) @ 2009 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System 4, DESCRIPTION I DATE .W.05-10e ::: �9/0/- DATE: 09/05/OS TAPCO'N THR,,,,gH,`G-G- G lio/2 DRAWINC, No 1 1 08-227 --EQ -EQ MIN.- 4"xEl" (Min.) EXISTING WOOD 2"x4� MIN. F -,/-EDGE BEAM REQUIRED. STRUCTURAL (IF APPLICABLE) ADEQUACY F EXIS11NG WOOD - 0 WOOD STUDS. (AS APPLICABLE) _I/T4.0 TAPCON OR TAPCON 11-IREADFORM BEPJM TO BE CERTIFIED BY REGISTERED ENGINEER OR ADVANCED TECHNOLOGY ITW BUILDEX ARCHITECT PRIOR TO SHUTTER WALL ANCHORS 0 E " O.C. EX STING WOOD INSTALLATION. TRUSSES OR RAFTER 0 24" ED ED / / FINI N\ W/ 1 1/2- MIN. THREADED PENETRATION INTO STUDS OR W/ MIN. 1/2' THREADED PENETRATION TO 1/2- COX 1/2 1 1/4-0 TAPCON OR E-C'___' EXISTING G LASS PLYWOOD IF .40 STUDS EXIST. TAPCO14 ViIT ED x Al THRE'DIFORM TECH1:LOG1 EXISTING SOFFIT PENETRATION W/ 1 1/2' Mi� TION '/E 3/4' M... THK. OF THREADED AREA TO III 14x3/4' EXISTING WOOD BEAM 8 C ..... ALUM. TUBE (11--, SCHEDULE ON SHEET 16 6 ALLOY) W/ (3)5/16-0 CO' // 1. MIN. �-1/2- MIN. COX PLYWOOD. 0 6" D.C. )OR LAC SCREWS TO EACH RAFTER OR TRU I SEPARATION TO GLASS R@) S. LOCATE LAG SCREWS AT I MIDVS4DTH OF EXIMNG WOOD E OROB r, MI MEMBER, (2 Min. NOMINAL ;_ 1/2- MIN. OPEN HOLE AT EACH WOTH) W/ Min. PENETRATION OF THREADED AREA. VALID FOR 4M STUD TO ACCEPT 5/15-0 LAGFSCREW INSTALLATIONS WITH 72psf MAX. EXISTING AT CENTER 0 TUBE. m DESIGN LOAD AND 9'-D' MAX. GLASS---� floxl/2" S. M.S. SPAN. T141S INSTALLATION IS ONLY 0 16' O.0 I I" MIN. VAUD FOR WOOD %V/ MIN. SPECIRC GRAVITY OF 0.50 AS I (E)OR(E)OR C)OR 0-A SEPARATION— D UGLAS FIR OR SOUTHERN PINE I- MIN. No. 2, OR EQUAL OR QOR@+(8) DUSTING TO GLASS I EPARATION rs TO GLASS I GLASS 1 _j LL__� END CONNECTION DETAIL �W) & HOLLOW CEILING MOUNTING INSTALLATION SOFFIT MOUNTING INSTALLATION 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2"x4' MIN. WOOD TECHNOLOGY ITW SUILDEEX 1- MIN. 0A STUDS RE D- ANCHORS W/ 1 1/2, MIN. T.R 0 EADED PENETRA-il N I I I--SEPARA-,ION— EXISTING GI ASS NTO STUDS 0 12- D.C. I- MIN �__SEPARATION— I I I EXISTING I TO GLASS CLASS N TO GLASS 1" MIN. ALTERNATE SEPARAT [ON TO GLASS 1/2 T gh AN1510iR ANCHOR M Ex ISTINI LOCATION LOCATION 2-.6' MIN. WOOD REQUIRED 0 3/8 910.3/4- HEX WAS ER HEAD TEK ECK (NO FINISH 2".6, -MIN, WOOD DEC�—+__ ';�—SCREHWS 0 12* D.C. ALLOWED) REQUIRED (No F. I M\IN. ED ED EDGE OF DECK EDGE OF DECK-/ R IF APPLICABLE IF APPLICABLE \'GGE I --------- OF DECK 1/4"0 TAPCON OR TAPCON WITH 2' MIN. 1/4-0 TAPCON OR TAPCON WITH 2 " M!N� APPLICLLE WALL (E)OR(j:)OR ORa FINISH 0C 8 ADVANCED THRFADFORM TECHNOLOGY W/ 1/2" Min. PENETRATION OF ADVANCED THREADFORM TECHNOLOGY -,/2' OR OJOR@+(B THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 1 6) NOTES I -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2-MOUNTING SECTIONS CAN BE COMBINED W/ Mi.. PENETRATION OF THREA. DIED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) END -CONNECTION DETAIL 05V FLOOR CONNECTION IN ANY WAY TO SU17 ANY INSTALLATION. 1/1'0�, F L 0 0 R CONNECTION SCALE: 3/11" 1" FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) @2009 EAsmRN mE'rAL SUPPLY, INC. 'AY I THA HV"m 3ER 441 A.S.S.-A. Ace ordion Shutter System TILUT TESTING ENGINEERING COMFANY American Shutter Systems REV. N� I DESCRIPTION w M DATE '/�/- D—n by-, F.P. ILQ DATE: 09/05/08 355 K.W. 36th. SL. Ste. 305. VRGWIA QWDENS. FLORIDA 3316 Association, Inc. Ph— (305)871-1530 . F.. : (305)871-15-'l —.11: tilt .. 4268 Westroods Drive 2 TAP00 V X"' ADVANID THREADFORN1 TECHNOLOGY w/z7/ia DRAWING No EB-0006719 West Palm Beach, FL 33407 3 08-227 WALTER A. TiLUT jr. P.E. FLORIDA U. # 44167 Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET E.'S&'/.SlGNATdRE/DATE 1 14 OF 14 le Fldfida Building Code Online Page I of 3 BCIS Home I Log In -Y User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publicati. Product Approval USER: Public User Product-App E�l_ Men > P o t Ap c rch --r -duc- or. -,p,!,i ation.Sea > AppjiqiLtLqn ljqt > Application Detail V1� . . ......... -w FL # FL12246 Application Type New Code Version 2007 M Application Status Approved Comments Archived -6- Product Manufacturer Expert Shutter Services, Int Address/Phone/Email 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772) 871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory alum Compliance Method Evaluation Report from a Fl. Florida Professional EngineE Evaluation lReport - Har, Florida Engineer or Architect Name who Walter A. Tinit Jr., P.E. developed the Evaluaticin Report httD://www-floi-iii.ghiiilclinar)ror/nr/nr nnn iq 111AI I I rivilua Dulluing k-OUC kiluillu .ragez oi -j 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 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved PE-44167 National Accreditation and F 12/31/2012 John Henry Kampmann Jr. R] Validation Checklist - Hi FL12246 RO COI Certificat Standard - SECTION 1609.1.2 ASTM E SECTION 1714.5.3 ASTM E Method I Option D 03/04/2009 04/10/2009 04/28/2009 06/09/2009 Summary of Products IFL # - Model, Number or Na Description .12246.1 -----7lNautilus ' Rolling Shutter Sy alm Limits of Use Installation Inst Approved for use in.HVHZ: No Approved for use outside HVHZ: Yes FL12246 RO II E Verified By: Wait( Impact Resistant: Yes Created by Indep Design Pressure: +160/-160 Other: State Missile Level "D" wind zones 1, 2, 3 and 4 ,(basic protection only). Pressure rating: +30,-30 p.s.f. at Evaluation Repo FL12246 RO AE Created by Indep 20'-0" span and +160, -160 p.s.f. at 8'-0" span with 1/2" See sheets 15, 16 and 20 for additional pressures ,Slip. ,and spans. I Back I I Next -1 httD://www.floridabuilding.org/pr/pr app _dtl.aspx?param=wGEVXQwtDqvzRNLe5q4OVli... 3/3/2011 I'lullua 13ullullig �-Uuc U11111le Page 3 of 3 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 2000-2010 The State of Florida. All rights reservi Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Product Approval Accepts; A z! http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqvzRNL'e5q4OVli... 3/3/2011 GENERAL NOTES: 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D HAS BEEN VERIFIED.FOR COMPLIANCE IN ACCORDANCIf WITH THE 2007 EDITION OF THE FLORIDA BUILDI�G CODE. 2. NAUTILUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (ML&MI-DADE/BROWARD COUNTIES). 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=D.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWA13LE STRESS FOR MIND LOADS WAS RU USED IN THEIR ANALYSIS. FASTENERS SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE'WITH N.D.S. 2005. NAUTILUS ROLLING -SHLITTER SYSTEM'S ADEQUACY FOR IMPACT AND CYCUC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE A13OVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH FLORIDA. REPORT� 1030.01-08 AS PER ASTM E 1996-05. E 1886-05 AND E 330 STANDARDS. QUALIFYING INSTALLATIONS F0 MIND ZONES 1. 2. 3 & 4. MISSILE TYPE D AND ONLY APPLICABLE To BASIC PROTECTION INSTALLATIONS, AS DEFINED 13Y SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996-05. SEE NOTES t & * ON. SHEETS 19 -& 20 FOR ADD.ITIONAL LIMITATIONS. ALL ALU MINUM EXTRUSIONS SHALL BE 606-1`6 ALLOY (UNLESS OTHERWISE NOTED). SEE SHEET 2. 4. ALL SCREWS (EXCEPT END RETENTION SCREW@) TO BE STAINLESS STEEL iO4 OR 316 SERIES WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. ALL S.D.S. ARE TEK.SCREWS MANUFACTURED BY ITW BUILDEX. 5. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 30,4 OR 316 SERIES STAINLESS STEEL WITH 36 kel MINIMUM YIELD STRENGTH. 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS #6,095,225 AND #7,409,980. 7. ANCHORS TO WALL. FOR @ SIDE RAIL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: MIN. 3000 p.s.l. COMPRESSIVE STRENGTH. -5/16"0 TAPCON XL ANCHORS AS MANUFACTURED By rrw euiLDEx, INC. -'3/8'0 KWIK BOLT 3'ANCHORS AS MANUFACTURED BY HILTI, INC. A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE 2 1/4- FOR 5/16-0 TAPCON XL ANCHORS & 2 1/2' FOR 3/8-0 KWIK BOLT 3 ANCHORS. No EMBEDMENTINTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: � ruN it-/16-o TAPMN XL*ANCIRMS`-E -S' FOR 3IS-o kVik SOIT 3 ANCHORS. EDGE 51STANCE IS BEYOND ANY FINSH MATERIAL A-3) IN 'CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (8) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL- ASTM C-90 -5/16-0 TAPCON XL ANCHORS. AS MANUFACTURED BY ITW BUILDEX, INC. 8.1) MINIMUM EMBEDMENT OF 5/16-0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 2 1/4". NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 8.2) MINIMUM EDGE DISTANCE (E.D.) OF 5/16-0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN 'STRUCTURE BEHIND SUCH PANELS. To EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOLITH (C-0.36),-DOUGLAS-FIR-SOUTH (G-0.46) OR SOUTHERN PINE 12 W1 G = 0.55 MIN. -5/16"0 TAPCON XL ANCHORS. AS MANUFACTURED By rrw suiLDEx, INC. CA) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/2- PHYSICAL THREADED PENETRATION. NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. C-2) MINIMUM EDGE DISTANCE (E.D.) OF TAPCON ANCHORS, INTO WOOD SHALL BE 2'. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. B. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. P. ANCHORS'REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICA13LE SECTIONS SHOWN ON SHEET .9. -3/8"Oxl 1/4' CALK -INS MANUFACTURED BY POWER FASTENERS, INC. -1/4-*x3/4' SOLID-SEr MANUFACTURED BY ALL POINT, INC. �3/8"O KWl.K BOLT TZ MANUFACTURED BY HILTI, INC. -5/16-0�TAPCCIN MANUFACTURED BY ITW BUILDEX. INC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT ANCHOR GROUT FILLED OR SPACING @ 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 3/8'Oxl 1/4" CALK -IN 3 3/4' 4 1/2' 1 1/4" (3000 psi) NOT ALLOWED 1/4'00/4" SOLID-sE'r 3' 3' 7/8" (3000 psi) NOT ALLOWED 3/8'0 - KWIK BOLT TZ 1. 4' 2 1/2" (3000 psi) NOT ALLOWED �/1.6-0 TAPCON XL 3-3/4' 3 1/8. 2 1/4' (2899 psi) NOT ALLOWED 10. ANCHORS R EQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPUCA13LE SECTIONS SHOWN ON SHEETS 10, 11, 12 &.13. -KWIK BOLT TZ EXPANSION ANCHORS TO 13E AS MANUFACTURED BY HILTI, INC. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL 13E AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL EMBEDMENT. OR GROUT FILLED ANCHOR SPACING 0 100% EDGE DISTANCED 100% CONCRETE CONCRETE BLOCK 3/4-0 KWIK BOLT TZ 27" 4 3/4' (3000 psi) NOT ALLOWED 11. THE INSTALLATION CONTRACTOR IS TO SEAL/cAULK ALL SHUTTER COMPONENT EDGES WHICH REMAJN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAJN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGF_ THIS SHLIITER -SHALL ONLY BE ATTACHED TO CONCRETE. CO ETE BLOCK OR WOOD FRAME BUILDINGS. 13. SqLilmk'S Ibit-TALLATION SHALL C . OMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND Z . ONING REGULATIONS. -PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To. 14. LlFTINr MECHAI4ISM-.NOT PART OF*THIS APPROVAL,-BLrr SHALL BE CERTIFIED BY AN INDEPENDENT TESTING AGENCY. 15. (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 INSTALIkION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETtJLED ON THIS DOCUMENT. C0NSTRUCTION.sAFLiY.jkT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS : P. - E.D. WILL BE CONSIDERED �'INVIALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE.PREFARED 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 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. THIS P.E.D. SHALL BEAR THE.IJATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD -THAT PREPARED *IT. 16. SHUTTER MANUFACTURER'S LABEE'SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT SHUTTER IN ACCORDANCE WITH SECTION 1714.8.3 OF -FLORIDA. BUILDING CODE- ONE LABEL SHALL BE PLACED FOR EVERY OPFNING.,LA13EUNG TO COMPLY WITH SECTION 1714.8.2 OF THE FLORIDA BUILDING CODE. FLORIDA BUILDING CODE (Non High VelOcItY Hurricane #4 #5 #6 #7 #8 #9 #1 #2 #3 5- X20* .11. e57`- .697' XD' - ZIS RI.-3' RIAS." RIM13' FILM- =98" 61 .601* L .6w L 0.677�Jj Fy- 31.5 MI (�b.) SCALF-10-1- .'U'- US.' —2r UD '4S:1 Q E E R A 1111 Tei ILMNM oy SCAL�' W. 1. *MUST BE REVIEWED BY S . HL117ER VRMFAMURER TO A.LOW FOR A LUMMUM 0.050" CLEARANCE BETWEEN SCREW HEAD AND CAVITY WALL AT 'NDN HURRICANE POSITIONS. TRAPPEDANGLE 6063-TS ALUM114UM ALLOY SCALE:-Vr-1' .125" Q BUILD-OUTTUBE 605�TSALUMENUM ALLOY SCALE:-�-I' @ 4xS MULLION 4xB MULLION, 0051-TOALUMINU'A �LLOY 6DeI-TBALUWNUMZOY SCALE 31r - I SCALF-'Wr-l' -COMPONENTS i% Mr AO' A w TA rp.) V OFT.0 DETAIL: C .070 .494'JI et)53-161AWMINUM ALLOY SCALE�'*" 4 60, R" A =�SE S 27MATTi. - DE TAIL: B fio&�TaALUWN I Y SCALE,1�-I' lrfp.) L 8 BUILD-OUTTUBE 6DS3-T6ALUNNUMALLO SCALF-10-1- 4x7 MULLION .696,146ALMINUMALLOY —4.000" 1 1.125' r @ BUILD-OUTTUBE 60634SALLIMINMALLOY SCALE � - I- A2�) @ - BUILD-OUTTUBE 6083-TS ALLRA ALLOY SCALE:10-1' 110604- ITW/BUILDEXTEK SCREW CARBON STEEL SCALF-11r-1- 511 m-- UILIDEXiTAPCOMANCI-I-OK 300 HILT], INC. KWIK SOLT 3 ANCHOR CARBON STEEL SCALE 17- 1- .06 142 As '600- 1#12Pb-)HEXHEADABTWMAD41 OPTION 92 wAsHn SCREWSPECS, 41MTSTAINLESSSTEEL SCREW COATED WITH AC-SLVM CMOME� ANTI-CCRROSICN GOATR4G SYSTEIA ASWIWACPJM BYSLJNBaTC0AMNr�LLC Fy=191A ksilYmuReNSTHI, Ftu-196.8 lMmEsTReGK - NX2 SUSHINGSPEM.. DENSrrY.'IADbW TENSILE MODLLUS:=)W TENSILE STRESSATYIELD: 9.1351W FLEXUPALMODULUS:580kg IZDD NOTCHED UPACT.6.5 U& ETAINING SYSTEM: SCREN+ BUSHING SCALE 12- - I - STORM BAR B061-TSALIJUNLIMALLOY . ScALE:-'Ifr-I' FLORIDA 'BU LDING CODE (Non Hilgh Velocity Hurricane m 14 5 21 0 . _ 64) ,4 - ;AV I 'SIDE(END CAP 2 HOUSING (BACK & Top) .040 THICK 3 HOUSING (FRONT & BOTTOM) .040 THICK 4 -SPRING*BRACKET 5 S PRINGASSEMBLY 6 .60 MM OCTAGONAL AXLE' 7 SIDE RAIL (MAIN SECTION) 8 SIDE kL-(CCVER SECTION) 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 ..11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRAdkE7 .14 ZPRJNGl-G&AX&_MQTOR BRACKET BOLTS 15 "HOUSING (BACK &TOP) FASTENERS 16. .:SID ' E RAIL.( MAiN SECTION) FASTENERS 17 'HOUSING (FRONT & BOTTOM) FASTENERS 18 END'RETENTIbN ASSEMBLY - ig 6cTAGoNALAXLE FASTENERS 20 60MM OCTAGONAL DRIVE CROWN 21 bONNECTOR SLEEVE . 22 GE4- PLASTIC OR ZAMAC: CASING J23 UNfVERSAL.WffH DPJVE SHAFT M OCTAGONAL -IDLER END .-25': _pLER,BRA.CKEJ WITH BEARNG.' 020DB:TILTECO INC. tnt ... o..J.'.. ES—.006719 .11TER A. TILLIT J� P.F FLORIDA �167 T - "': TLORIDA BUILDING CODE (Non -Migh VelOcity urricone Zonc (tNaU til, DRAWN ll�. us RolUngSbufterSystem DATE EXPERT.'SHUTTER SERVICES INC. 1626 S.W. BiLTMO�E STRm, PORT ST. LUCIF, FL 34984 08-255 PHONE. (800)749-;Rlf.F6�.� )B71-10990 DRAWING N. 72 7 1 SHEET a OF 26 ikp a. END) ks-�n' M., B lie To ---NOTE _-_S E E—ST4ECPS— 2 & 3 FOR COMPONENTS—NOM SL AT INSTALLATION GIVEN A SHUTER HEIG HT CASE 1 sHurrE-R'HEIGFrr EQUAL OR LESS THAN. 1 V—D' APPLICABLE TO INSTALLATIONS W/O STORM BARS. W/ STORM BARS OR W/ FORM BARS & MULLIONS W/ HEIGHTS Up TO 1 "-70"- CURTAIN SHALL START W1 #1 SLATS AT TOP. FOLLOWED BY f2, J3 . ..... THEREAFTER, ALL THE. WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL -SLAT NUMBER INSTALLED BEFORE soTrom sw@wy vARrwtTH SHurrER'S HUGHT. (b) BOTTOM SLAT@ MUST BE ALWAYS 'INSTALLED. CASE 2 SHUTTER HEIGHT LARGER . THAN I V—O . " A'PPUCAI . 31-F TO iNSTALLATIONS W/O STORM BARS AND W/ OR Vilo MULLIONS W/.HEIGHTS LARGER THAN Il'-0-. (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, -FOLLOWED BY #2, 03 . ..... THEREAFTER, ALL THE WAY DOWN. EACH SLAT If SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT 'NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUED UNTIL #10 SLAT IS INSTALLED. AFTER #10 SLAT IS INSTALLED. ADDITIONAL flo SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (b) BOTtOM SLAT@MUST BE ALWAYS INSTALLED. STOI (SEE TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS NOTE: SEE SHEETS 2 & .3 FOR COMPONENTS NOMENCLATURE. N.T.S. FLORIDA. BUILDING CODE \P END) Rurricane Z z OE z 20 n (TY, w Mo.. MUWON SPACING (SEE SCHEDULE 5 2 4. 25 & 26) ZGor G or W— 1 /10 OR W-2/1 1 OR W—a/ 12 OR W-4/1 3 BOX Q 8 R 8 0 r R or ? R'/8 /8 R IT I R48 R'/Q R 8 or 1/8 Max. SLAT SPAN W_ 1710OR W-2/ W-3/1 2 OR W-4/ Max. SLAT SPAN Max. SLAT SPAN. S�rEEVS�; Ei�; S;EE5�S 157'16)" TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION WZ MULLION & W/O STORM -BARS NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE- FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT CASE 1 SHUTTER HEIGHT EQUAL OR LESS THAN I V—O' - A�PU'CABUE TO: INSTALLATIONS W/O STORM BARS, W/ STORM BARS OR W/ STORM BARS & MULLIONS-W/ HEIGHTS UP To 11--o'. (a) CURTAIN SHALL START W/ #I SLATS AT TOP, -FOLLOWED BY #2. J3 THEREAFTER ALL THE WAY DOWN. EACH SLAT If SHALL COMSIST OF FIVE (5) SLATS OF THAT SLA�T'N'UMBER. -PROCEDURE FOR ADDING. SLATS DOWNWARD BELOW #1 SLAT SHALL BE CONTINUE UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF.FINAL SLAT NUMBER WSTALLED BEFORE BoTrom sLAT@,mAY vARY WITH SHUTTER'S HEIGHT. (b) BOTTOM SLATeMUST BE ALWAYS INSTALLED, CASE 2: SHuriER HEIGHT LARGER THAN I V—O' APPLICABLE TO INSTALLATION W/O STORM _BAR AND W/ MULLIONS W1 HEIGHTS LARGER THAN 11'�O% CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY 'J2. J3 . ..... THEREAFTER ALL THE WAY DOWN, EACH SLAT # SKALL CONSIST OF. FIVE (5).SLATS OF THAT SLAT kUMS.ER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW #1 'SLAT SHALL.BE CONTINUE UNTIL #10 SLAT IS INSTALLED. AFTER #10 SLAT IS INSTALLED, ADDITIONAL #10'SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. (b) BOTTOM SLAT MUST BE ALWAYS INSTALLED. #1 SLATS #2 SLATS #3 SLATS �4 SLATS 15 3LATS V6 3LATS #7 SLATS !8 LATS (Typ. Ea. END) LATS 10 LATS 1@ (Typ.) z cq < n ii 3 m o 4q� m z m . c-, �0 Q/8 z 0 0 (A (Typ.) Uj UJ .0 .6 A R/8 or MAX. STORM BAR (SEE SHEET 22) or (0ore 0 REAR _f [/ V/9 / vv (_-) .. - I .— I I " .1 — May.. SLAT SPAN SLAT SPAN Max. SLAT SPAN (SEE SCHEDULES ON (SEE SCHEDULES 'ON (SEE SCHEDULES ON SHEETS 15 & 16) SHEETS 15 & 16) SHEETS 15 & 16) TYPICAL CONSECUTIVE SINGLE UNIT ELEVATION: W/'WULLION & W/ STORM BARS NOTE: SEE SHEETS '2 .& 3 FOR e'nKA0nK1C`K1TC 1 N.T.S. I a FLORIDA BUILDING'CODE (Non Irjqh Velocil (Typ. Ea. END) #9 SLATS #10 SLATS Hurricane 5/16-0 TAPCONS XL W1 POURED 5/1600 TAPCONS XL W/ 2 1/4" Min. 1"x1"XI/8" OR 2"4"xl/8" 2 1/4:..in..E..EDM'F-_j CONCR�� EMBEDMENT & J'O.D.xD.060" GALV. ALUMINUM TUBE 1/4"0.3/4' ITW BUILDEX TEK SCREWS .D.. CC . G REO'D I STEEL WASHER 0 24",o... W1 I" O.D.xO.060' GALVANIZED STEEL STEEL WASHER 0 24" o.c. 5/16*0 TAPC6NS XL W WASHER 0 24" ..c. 2 1/4" Min. EMBEDMENT C) 0 24' o... POURED CONCRETE OR GROUT POURED CONCRETE FILLED CONCRETE BLOCK OR GROUT FILLED:-'�/, CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. 0 EDGE OP OPENING EDGE OF m OPENING EXISTING EXISTING GLASS EXISTING (BEYOND) (BEYOND) CLASS --- (BEYOND) SEE ANCHOR SCHEDULES ON ai -7 b SEE ANCHOR SCHEDULES SHEETS 17 & 18 SEE ANCHOR —4- SCHEDUIES ON 11 F ON SHEETS 17 & 18 z 0 A SHEETS 17 & 1811 I= z z Min. SEPARATION TO GLASS Min. SEPARATION ;� A D 0 MI n SEPARATION A =0 (SEE SCHEDULES, DMIOR TO GLASS (SEE SCHEDULES, ii �/' DMIOR 9 w TO GLASS (SEE SCHEDULES, EUSIOR ON SH7 15 & 16) ON SHEETS 15 & 16) 11 0 . w ON SHM 15 & 16) D El I A D OR 0 0/8 0/8 0/8 11 0/8 0/8: 11 0/8 POURED CONCRETE OR GROUT FII I ED CO POURED CONCREETEE ji! CONCRETE BLOCK POURED CONCRETE OR GROUT F 'LL WALL REQUIRED OR GROUT FILLED CONCRETE Ri nm( EDGE OF CONCRETE BLOCK WALL REQUIRED. WALL REQUIRED. EDGE OF OPENING] 0 OPENI G 2 1/16" E3. MIN. E.0 1/2"xl 1/2"xO.062"xC'ONT. ALUM. 2 1 16 MIN. E.D' ETI ANGLE W/ 5/16-0 TAPCONS XL W1 2'x4"x0.OS2"xCONT. 5/16-0 TAPCONS XL W/ 2 1/4" M in. E.BEED.E _F 2 1/4" Min. EMBEDMENT 0 24" o.c. POURED CONCRETE "0 T 5/16"0 TAPCONS X ALUM. ANGLE T 0 24' o.c. ffc=3..ksi. Min.) REO'D. 2 1/4 " Yin. EMBED FLOOR/CEILING /TRAPPED MOUNTING 0 . 24". o.*c. B ULD-OUT MOUNTING SECT104N FLORI* DA BUILDING CODE (Non Rrigh Velocity urricane Zone INSTALLATION DETAILS 'ON EXISTING POUR-ED 2008 TILTECO.- INC. DRAWN audilus N.C.V./LG. CONCRETE OR GROUT. FILLED 'CELL CONC-R'ETE*-. hdkiC 0 ShufferSyNtem 11/18/qe 7 BLOC-K BUILDINGS C' LUT I—M & LNUINEERING —M TI PANY DATE XPERT. SHUTTER. SERVICES INC. 7 SCALE: Zil`16' =.l" —NA g3wuF. � mM F. IM, 1628 S.W. BILTMORE STREET PORT Sr. LUCIE, FL 34984 08-255 Pll� EB-0006719 WALTER A. FLoMoA J��# J, P.E. "167 �11 719-2 sj"'��I"21 11RI-.0N990 DRAWING N. 7 EXISTING WOOD EXISTING Woo" 5/16'0 TAPCONS XL W/ 5/16-6 TAPCONS XL W/ TRUSSES �A�/ TRUSSES f_2 1/2" Min. PENETRATION F2 1/2" Min. PENETRATIO R /4'0.3/4" ITW BUILDEX �/4- ITH BUILDEX EXISTING WOOL) & foO.D.0.060 GALV. STEEL WASHER 24" . I*O.D.4.060 GALV. EXISTING WOOD STEEL WASHER'* 24' 2'x2'xl/B _�.E TEK SCREWS W1 I" O.D 0.060' GALVANIZED 2.2'.1/S' 1. OSCREWS W/ GALVANZ F--TRUSSES OR RAFTER. F-TRUSSES OR RAFTER ALUMINUM STEEL ZASHER 0 24" o.c. ALUMINUM STEE.D.xD.OSD" WASHER 0 24"1 ff 5/1 TAPCO L 0 W/ 2 n. 2 1/2 W/ Min. PENETRATION PENETRATION 0 24' 6 24" OR (2) 2 .4" OR T.— DER 2N6' CONT__ WOOD HEADER' REQUIRED (2) 2*.4" O!� 2'�6' CONT WOOD HEADER (2) 2.4' OR 2 6' CONT WO OD HEADER REQUIRED REQUIRED OE. IM EDGE OF/ EDGE M EDGE Q& �ING cl OPENING OPENING, OPENING o D 3 TING CLASS— EXISMNG EXISTING GLASS— WIMOR DMOR GLASS — (BEYOND) EYOND A , . - @ $,' -.1 1 - (@OR I I . 111 . "I . L_�l �l . Ir-7 - , 1Z.71 (2) 2 W OR (2) 2 MiLCIN TO GLASS EXrEPJDR , . . Min. SEPARAnoN AE OR S!",4`NT , CSrU CONT. WOOD. (SEE SOOHILE ON Im . .1 A WO, D STUD" TO GLASS Wc D iOD STUD 0 is" SEW 2D) 83 "S. Oc 1 1. Pi j (SEE SCHEDULE C3 ON 0 16" D.C. D.C. MAX. REQUIRED. A ANCHORS .1 mi... 42. MAX R66�11.- r g (.Ei �ET 20 SHED 20) REQUIR.1 (SEE SHEET 20) I (SEE SHEET SEE SC, , CHEP SEPARATION 20) N S, ON SHEET 21 TO GLASS (SEE SCHEDULE ON SHEET 20) 0/8 0/8 0/8 1 LEE, 0/8 0/8 (2) 2-x4- OR (2) 2"xB- -SEE ANCHORS sc ULE SEE ANCHORS -SCHEDULE —Y EDGE CONT. WOOD- ON SHEET 21 EDGE OPENINOF 0 H SHEET 21 OPENII�SIS 43 STUD 0 Is" I —4) D.C. MAX. REQUIRED. I 1 1/2-0 1/2-,0.062- (SEE SHEET 11 E.0 0 C ONT ALUM ANGLE 'TAIC. 20) ANG Is XL W1 2 1/2' Min. 0/8 5/16-0 TAPCONS XL W/ 2 112* Min. PENETRATION "WALL PENETRATION '-WALL 4G 2 'x,l� OR 2�xS 24" FINISH 2 'A" OR 2'xB:, COW. WOOD FINISH 2",l" 0 R 2"`�_ CONT. Y I..D 6NISH 0 24, 2 OR 2� GO rnD El _ EXISTING WOOD DECK OR OTTOM LATE 8 p EXISTING WOOD LATE EXISTI G WOOD N DECK OR CONT. WOOD BOTTOM PLATE RE RED NI 'r REQUIRED DECK OR REVORUOIRMEO' FCONCRETE sLAs REQUIRED (SEE SHEET 20) QU RE IMED. L��EET 20) .1 1 1, CONCRETE SLAB '@ -I (SEE SHEET 20) :1 REQUIRE D. (SEE'SHEET 20) Ll REQUIRED. 1 WALL MOUNTING WALLIVIOUNTING �'BUILD-QUT - MOUNTING - 7. 'BUILD -OUT MOUNTING' SECTI-ONS'Yr-Y INSTALLATFON: DETAILS ON EXISTING -wo-ob 1BUILD-INGS N.T.S. FLORIDA BUILDING CODE (Non llit 02008 - 'TILTECD INC.. Na�t#t 42, - -110ttOINC. _q ufferlys EX. P.T R T SHUTTER -SERVICE LN91NEMIN col� P H DMWOR st N SEE sCHED I SHEET 2o MALL FINISH ON SHEET 21 0/8 EXISTING WOOD DECK OR Hurricane in. E.D. POURED CONCRET OR* GROUT FILLED POURED CONCRETE BLOCK CONCRETE OR �O OR'�) FG (SEE CHI"' S 0\N GROUT FILLED 7 18) BLOCK SHEETS I CONCRETE 2.750" . . . . . . NI. r(�) , — 0 K6 (SEE SCHEDUCES ON SHEDS 17 & 18) @ 4" o.c. POURE ul OR i CON-R& OR PO RED (SEYCHOER(O'S ON\ (SEE SCHEDUiLES ON COU GROUT FILUED___�\' &� NCRErE OR BLOCK 18) SHEETS 17 & 18) CONCRETE K SHEETS 17 & 18) GROUT FILLED CONCRETE BLOCK 1 n, D: n D OR 1/8- SUP 1 1/2". 0 4" o.c. 1/2-, 1/4' 1/4' R 1/8 SUP OR 1/8- SLIP @ 4' ox. 1/2", 1/4- D C) /4 .LuskZ60 SUP TRAPPED MOUNT BUI . LD- : -�QUT MOUNT OR 1/8 BUILD —OUT MOUNT SECTIONS 0-0 (PLAN� INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE- 1/4- - 1-. .c. SECTIO14 0-0 SECTION 0-0 (PLAN) ORIENTATION .#I ORIENTATION #2 WALL MOUNT END'MIILLION WALL MOUNT END MULLION (2) 2"x4" OR 2'x6' STUDS-7 (SEE EQ. 0. SHEET 20) (SEE SCHEDULE ON SHEET 21) MIN. 1/2 . SECTION R—R (PLQN SECTION R'—R' ORIENTATIONS #1 & #2 ORIENTATION J2 WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR �MULIJON INSTALLATION DETAILS INTO muLLION,9 G, G1, G2 SCALE. 1/4' 1- (SEE SCHEDULE ON -SHEET 21) ALTERNATIVELY TOO, A i /4o-�2qx3/4" S.S. M.S. W/ NUT MAY BE USED FOR THIS CONNECTION 2" OR 1* -OR 1/8'sup a To. a. (2) 2"x4" OR , 2"xs" STUDS-" (SEE SHEET 20) MIN. 1/2" PLYWOOD� FLUSH MOUNT (WALL) BUILD OUT MOUNT SECTIONS 0'-0' (PLAN) 'INSTALLATION DETAILS INT . 0 EXISTING WOOD BUILDINGS SECTION W/ S SECTION �PLAN SCALE. 3/16* SECTIQN_Q'—Q'-lPLA ORIENTATION #1 WALL MOUNT END MULUON SECTION 0'-0' (PLAN) ORIENTATION #2. WALL.'MOUNT END.&.INTERIOR MULLION FLORIDA BUILDING CODE: (Non High Valoc4 Hurricane 1/2" Min. E.D 3 .,--,-4 1/2" Min. IfD.=IOR 3/13"o CALK -IN ANCHORS Min. E.D. Min. (4) 3/8"0 CALK -IN ANCHORS OR 1. FOR 1/4"0 SOLID -SET ANCHORS (4) 1/4"0 SOLID -SET ANCHORS OR Min. E.D. Min. E.D I FOR 3/8-0 KMK BOLT TZ EXPANSION ANCHORS 4) 3/8*0 KyAK BOLT TZ EXPANSION ANCHORS OR (4) ANCHORS* PER EDGE OF SLAB 1/8' Min. E.D. 1/8" Min. E.D.--f—FOR 5/16'0 TAPCON XL ANCHORS (N 5/16"0 TAPCON XL ANCHORS 3'. 1 STORM BAR CONNECTION, EDGE OF SLAB 5/16-0 TAPCONS XL W/ (Typ. TOP & BOTTOM) IF APPLICABLE IF APPLICABLE 2 1/4" Min. EMBEDMENT /x 1. SEE TABLE 2 ON SHEET 2� & 1"O.D..0.060" GALV, STEEL WASHER @ 24" o.c, 4 Min. DMIO.R POURED CONCRETE 2- 'E�l POURED CONCRET 0'3 Ksi) S" min. ET 2"x2"xl/B"xo'-5" (6063-T6 ALLOY) -0 TAPCONS XL THICK REQUIRED ALUMINUM ANGLE EA. SIDE W/ THICK REQUIRED 5/16 - Min. (f*c 3 Ksi) 5" . min. �--(2) 1/4-0-14x3/4' ITW @UILDEXTEK W/ 2 1/4 EMBEDMENT SCREWS TO STORM BAR(K It 1"O.D.0.060" GALV. (Typ. TOP & BOTTOM) it STEEL WASHER 0 SECTION S S 24' o.. BOX MACHINE SCREW FULLY EMBEDDED INTO ANCHOR 1' Min. -FOR BOX K ANCHOR WINE) ZONE 1-1-1 t DETAIL A 2" Min. FOR f SEE STEP 3 ON SHEE 1/4" O�20 OR 3/8" 0-16 MACHINES TREATMENT FOR WIND ZI CREWS USED JOINTLY W/ WIND 4 ZONE 41 1 0� t, . 1" Min. FOR 1/4' CALK -IN ANCHORS z 11 1/4"0 x 3/4" SOUD-sET OR 3/8'0 x 1 ii 0 , WIND ZONE RESPECTIVELY SHALL BE LEFT TOGETHER W/ ANCHORS AT THE: TIME tzi = = 1-3 t STORM BARS ARE REMOVED. (SEE DET. A). Min. I < DMIOR SEPARATION To Mz z 0 (2) ANCHORS* PER 0 GLASS w If -TION, C, I (SEE SCHEDULES ONI A 2" Min. FOR D STORM BAR CONNEC 11 SHEETS 15 & 16) 1 WIND ZONE __fi BEYOND SEE'TABLE 3'ON SHEET 23 .1 4 �Typ. TOP & BOTTOM) ii 11 . . � (2) 3/8-0 CALK�IN ANCH MERIOR .1 in Min QRS OR SEP N TO (2) 1/4"0 SOUD-sEr ANc its -ORS OR ARA 1"� 4' 4 Mw I 1 4 . is, i(2� 3/8"0 KWIK BOLT 172 EXPANSION D (SEE SCHEDULES ON'l A ANCHORS OR SHEETS 15 & 16) (2) 5/16-0 TAP 0 If BEYOND C N XL ANCHORS EXISTING--, GLASS If EXISTING 2"x2"xI/8"xO'-5" (6063-Tr, ALLOY) GLASS Sl Sl ALUMINUM ANGLE EA- SIDE W/ (TYP. T0ii/BOTTOM)jj _(2) 1/4'0-14x3/4" ITW ILDEX TEK . . : SCREWS To STORM BAR ]I (TYP. TOP/BOTTOM) If (Typ. TOP '& BOTTOM) S If JII MP. 70 S P/130MA; (M. TOP/BoTTOM) SECTrON.-S-1 -Sl if f//2 116- 4' Min. POUR E M D CONCRETE IN. E.D - E.D: - 1/2"xl 1/VxD-OU!xCONT. ALUM. 5'�ffiin. E ANGLE W1 5/1 B-0 TAPCONS -XL W1 THICK REQUIRED 5/16-0 TAPCONS XL IN .- '. - Min. EMBEDMENT'a 24' D.C. 2 1/4" Min. EMBEDMENT 7 2 1/4 P'24" ..C... POURUED CONCR EDGE OF SLABI I EDGE OF S' MALL: MOUNTING,'_ IF APPLICABLE1 5' h Pin RECI'D IF APPLICABLE,, 'FLORIDA BUILD114G COPE (Non Irigh VelOcIty Eurricane Zo L4 1,/2" Min. E.D. 1/2" Min. E.D�-�F�R 3/8-0 CiU-IN ANCHORS ne) jjjjZS DRA�N By :0 �008 TLTE�O INC. 3' Min. E.D. Min. E.DL-FOR 1�4"O SOIJD�su ANCHORS' DRAWN BY: Min. E.D. Min. E.D�--[--FOR 3,18"0 MK BOLT TZ EXPANSION ANCHORS N a- u M.C.V./LG. Z!, X`_; ._RdZHngShuftr5ysfe- I L _TE L:;41 1B.' M . in.. E.D. 3" I/B" Min . . E.D,:A--FOR:ii/IG'0 TAPCON XL ANCHORS . . I I.. . - . � I - DATE CC IN TIWT TESTING & ENGINEERING COMPANY 'EXPERT -SHUTTER SERVICES. INC. ST FLOOR TO CEILING MAPPED AND WALL MOUNTING '.-SYORM BAR R 1626 S.W. BILTMO;tE STRDET REET 0 -255 PORT ST. LUCIE FIL 349B4 RA_ 'C' NO SECTIONS V EE—MOS719 PHONE' (1100) .749-9056 . FAX. M2)'971—ogoo DRAWING NcI SCALE: 3116'.= 1" WALTER A. TILUT FLORIDA UF4 f SHE.� F90F 26 if 9" 'Min. E.D. 9" Min. E.D� --FOR (1) 3/4-0 KWIK BOLT TZ EXPANSION ANCHORS @ END AND INTERIOR MULLIONS @& @ (ORIENTATION #1) AND END MULLIONS (g) & @ (ORIENTATION #2) FOR (2) 3/4-0 KWIK BOLT TZ EXPANSION Min. E.D- 9" Min. E.D.--ANCHORS @ INTERIOR MULLION (ORIENTATION V-2). EDGE OF SLAB EDGE OF SLAS IF APPLICABLE !IF APPUCABLE k\ POUREb3 Ck?�C Ej (VC = 3� s, MT) B" Mi.. THICK REQ'D. EXISTING GLASS Z'o Min.' 0 C4 -�d 0 0 I . = TV :I z 1� 0 0 11 Q/8 or - 5 R/a 'or -11 -7-. 5= R'/8 -@OR @ EXTERIOR 17. Q/8 or R/8 or R'/8 XTERIOR 3"x3"x1/2%O'-4- (6061-T6 ALLOY.) Alum. ANGLE EA. SIDE W/ (2) 3/4-0 THRU BOLTS TO 1 112- MULLION @ & (1) 3/4' -+ KWIK BOLT TZ EXPANS11 1 1/2. ANCHOR W/ 6' Min. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) SECTION XI -XI W/ '(END & INTERIOR MULLION (W/ ORIENTATION 1 (6"X4") - 1 1 2 3 x3 x1/2 xO -4 (6061-T6 ALLOY) Alum. ANGLE FA SIDE W/ (2) 3/4"0 BOLTS TO MULLIOTv &_ (1) 3/4-0 KWIK BOLT TZ EXPANSION ANCHOR W/ S" Mi, EMBEDMENT TO POURED CONCRETE (Tp� TOP & BOTTOM) "IN Mipp EXTERIOR 1 1/2' 3"x3"xI/2"xO'-6" (BD61 -T6 ALLOY) Alum, ANGLE EA. SIDE W/ �2) 3/4"0 T�QU SOL- TO MULLION(2)& _' (1) .3/4"0 KWIK 9OLT TZ -EXPANSION ANI W1 6" Min. EMBEDMENT -TO-POURED CONCRETE (Typ. TOP & BOTTOM) 3- I . . 4 1 " EXTERIOR ALTERNATIVE SECTION X1 -XI W/_0 (END & INTERIOR MULLION) MI ORIENTATION 2) 1 1/2" 1 1/2" 1 1 2" 3"xl/2"xO'-B" (6061 -T6 ALLOY) X1 xi xV'x1/2"xO'-B" (6061-T6 ALLOY) zr., (TYP. TOP/BOTTOM)i� (TYP. TOP/BOTTOM) Alum. ANGLE EA. SIDE W/_(2) 3/4"0 Alum. ANGLE EA. SIDE W/_(2) 3/4"0 L-EQ.—r-EQ. 1 1/2' THRU BOLTS To MULLION (0 & (1) THRU BOLTS TO -MULLION 0 & (2) _T 3/4?0 KWIK 13OLT TZ EXPANSION 3/4 0 KWIK BOLT TZ EXPANSION 2'. 2- ANCHOR W/ 6" Min. EMBEDMENT To Lnv ANCHOR W/ B" Min. EMBEDMENT TO CONCRETE (Typ. TOP & 3- POURED.CONCRETE (Typ. TOP & BOTTOM) +-4-1 SECTION X1 )6 WT (Gl) -:B0TTO F 1 1� .. . M), I . . . . . . . . . POURED CONCRETE -(E'�Q -'MULLION QNLY�' (INTERIOR MULLIQ� ONLY (Vc - 3 ksi, Min.) (END t-kTERIOR.r MULLION 8" Win, THICK REQ'D. (W/ ORIENTATION 1 -xi W/ 151)` EDGE OF SLAB M2E OF SLAB ALTERNATIVES SECTION Xi� X . : - (W/ ORIENTATIOW 2 IF APPLICABLE IF APPUCABLE FOR (2) 3/4�O KWIK BOLT TZ EXPANSION Min. E.D. Min. F_D�—ANCHORS 0 INTERIOR MULLION @ - *: SibE--'RA+L-'@, AND '.BOX. NOT SHOWN. FOR CLARITY (ORIENTATION #2). 9" Mh7 -E.D. Mi.. E.b.�fCR (1) 3/4�0'-K"*.AAK BOLT TZ. EXPANSION FLORIDA.- BUILDI . NG ANCHORS 0 -END AND INTERIOR * MULLIONS CODE'(Non'31igh Velock Hurricane M.C.V. IVA' ds, 0 2008* 11LTEC0 INC. .,.(R& @.(ORIENTATION #1 .& #2) AND D-MULLION (ORIENTATION #2) FLOOIRTOICEILING ITRAP'PED MOUNTING: MULLIONS 0* OR (G-1)' J?oHin_qSha.ff6i"#I II/If DR IL ECO SECTIONS.W-1 ..S7 INEERIN TILUT TMNG.& ENG EXPERT SHUTTER. SERVICES 1625 X.W.. BILTIVI R Pwrf-s-r. w(NF.-FL: 349s,; I st� 6 E sTp&r... END & INTERIOR TRAPPED MOUNTED MULLIONANSTALLATION PHONF-1m) 749-BD56 .-FAX: (772) S71-M90 DRAYfif EB- 0067)g 4ALTM A.OrUJT J, P.E. FLOMDA "197 SWEET IC SdALE: 1/W P.E. SEAL Z(� WbATE EXFERIOR EDGE IF APPLICABLE-, \\\X1 7 3/4' �x MIN. E.D. 2 1/6' Min. E.D 1 1'/2' r— CONTINUOUS POURED-----, CONCRETE (f'c = 3 W, Un.) 8" Min. THICK REQ'D. 2"xMULLION DEPTHxl/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 1/4"Ox3/4" ITW BUILDEX TEK SCREWS 5/16"0 TAPCONS XL W/ 2 1/4 W1 1" O.D..0.060" GALVANIZED STEEL Min. EMBEDMENT WASHER 0 24" o.c. 10" END CAP 7 3/4" M I n. E�... JEO.- ED. 0 G 0R QGI EMIOR Q/ r Q/8 or R/8 or R/8 or R'/8 R'/8 0 M i n. EXIS-nNG 11 (WALL MOUNTED SHOWN, MAY BE cl G _S LASS ALSO' INSTALLED TRAPPED MOUNTED PER SECTION R'-R' ON SHEET 8.) in. E.D I 1/2"xl 1/2"xO.062"xCONT. ALUM. v 7 3/4' ANGLE W/ 1/4"Ox3/4" ITW BUILDEX MIN. E.D. 'TEK SCREWS 0 24" o.c. TO TUBE. 1 1/2" X 7'- COINTINUOUS POURED —�l N - CONCRETE Vc = 3 Id NO B" Min. THICK REQ'D. V X2 X2-- Mp- Top/BDITOM) 1 1/2' 1 1/2- (Typ' TOR/BMOM) 7 3/4- 4.x4'x3/8 I "xO'-10",(6061 -T6 ALLOY) Nun�. ANGLE MIN. E.D. N-EQ 0 ED EEA. SSIDE W//.(2) 3/47-0 THRLI BOLTS TO MULLION (2) 3/4'o KWiK BOLI TZ EXPANSION- ANCHOR ........... W/ 5" Min. EMBEDME14T TO POURED CONCRETE. EDGE IF APPLICABLE WALL- .(TYP. TOP & BOTTOM). WALL MOUNTING: IMLILLION� QG6Ra POURED CONCRETE WALL SECTION W-2 ENDA INTERIOR-WALCMOUNTED�MULLIONINSTALLAT.ION SCALE., 1/8"*= I' EDGE IF APPLICABLE T- 7 3/4' Min.'E.D. EDGE IF APPLICABLE T— — — — 'I- 7 3/4" Min. E.D. 3: 2- POURED CONCRETE (f'c = 3 ksi Min.) POURED CONCRETE )'D. 8" Min. THICK RE( DMIOR 3 ksi Min.) 4 1 DMIOR 8" Min. THICK REQ'D. E �Q-D- cR� 'ED co� m 3 k In- THICK T-- T 2- -�6OR 2 \-QOR 2 7 3/4 m- E. -2- 1 3/4" Min., E. 4"x4"0/8" q\ x,,/ ' , (5061-T6 4"x4"0/13" (6061-T6 ALLOY) um AN, oy) um.t ANGLE Ek SIDE. EDGE IF APPLICABLE Alum. ANGIlk SIDE. EDGE IFAPPUCABLEZ� SECTib� X2-X-2 W/ (G). OR OGI ALTE*RNATIV� 8ECTION X�-X2 W1 GO OR (END *& INTERIOR MULLION (END &- INTERIOR MULLION) (W1 ORIENTATION # 1 (W/ ORIENTATION 1 2 Ir".A" — Q"�A'l (4'A" or 4'A") Min. Min. POURED CONCRFTEJ (f'c = 3 ksi Min.) 8" Min. THICK REQ'D. EXISTING — GLASS zv� 0 N V C) D 00 w 3 x 10 En w X3 Mp. TOP/EOTTON 1. Min. Min. E.D. OR (1) 3/4-0 KWIK BOLT TZ EXPANSION ANCHORS @ END MULLION (ORIENTATIONS #1 & #2). FOR (2) 3/4-0 KWiK BOLT TZ EXPANSION Min. E.D�—ANCHORS 0 INTERIOR MULLION (ORIENTATION #2): EXTERIOR Q 1/8 X3 - I � TOP/BDIT011) POURED CONCRETE IT (f'c = 3 ks! Min.) I 8"-Wn.. THICK REQ'D. EDGE OF SLAB IF APPLICABLE L J -Lj I_WGE OF SLAB IF APPLICABLE FOR (2) 3/4"0 KWIK BQLT'TZ EXPANSION Min. E.D Min. E.D�7- ANCHORS @ INTERIOR MULLION. (ORIENTATION #2) Min 9" . Mi.. E.P. �=F OR �l ) i/4-0 �KVIIIK BOLT JZ EXPANSION ANCHORS 0 END MULLION (ORIENTATIONS. #1. #2). FLOOR TO CEILING /TRAPPED MOUNTING: MULLIM SECTION W-3 - END & iNTERIOR TRAPPED. MOUNTED MULLION INSTALLATION SCALE, 1/8" = 1" 3"x3"xl/2"x0'-4" (6061—T6 ALLOY) Alum. ANGLE EA. SIDE W/ (2) 3/4-0 THRU BOLTS TO MULLION 0 & (1) 3/4 KWiK BOLT_TZ EXPANSIC ANCHOR W/ 6" Mi.. EMBEDMENT TO POURED CONCRETE (Typ. TOP & BOTTOM) I 1 1/2" 3 1/2- 0 EXTERIOR SECTION X3-X3 W/ Q- * sa�zl (END MULLION ONLY) (W/ ORIENTATION .4 . (7"W) 4" EXTERIOR 1 1/2' 1 1 1/2- EMERIOR L-3"x3"xl/2"xO'-7' (6061—T6 ALLOY) ...Z-3"x3" xI/2"x0'-7" (6061—TS ALLOY) Alum. ANGLE EA. SIDE W/ 2) 3/4"o THRU BOLTS TO MULLION I & 6 Alum. ANGLE EA. SIDE W/J2) 3/4'0 THRIJ BOLTS TO (1) 3/4'0 KWIK BOLT TZ EXPANSION . -MULLION Q; & (2) 3/4"0 KWIK BOLT TZ'EXPANSION ANCHIORV/ 6" Min. EMBEDMENT To ANCHOR W/ 6" Min. -EMBEDMENT To POURED CONCRETE (Typ. Top aj ..POURED CONCRETE (Typ. TOP & sw-rom) �_sorrom) :.,::.,(ENQ -MULLION 'bNY) (INTEROR MULLJQ� 6NLY ALTERNATIVESECTIONS X8-X3 VVI (W/ �QRIENTATIQN # 2 (47x7") SIDE RAIL @ AND BOX NOT SHOWN. FOR 'CLAR ITY... FLORIDA: BUILDING '.(Non Hiah V.I. Hurr,cone EDGE IF APPLICABLE-, 2"xMULUON DEPTHO/8" Cont. ALUM. TUBE (TOP & BOTTOM) W/ 1/4-00/4- ITW BUILDEX TEK SCREWS 5/16"o TAPCONS XL W/ 2 .1/��W/ I- O.D.xD.060- GALVANIZED STEEL 2 116" Min EMBEDME HT @ 24" o'C WASHER 0 24" o.c. 7 3/4" Min. E.D MIN. E.D. EDGE IF APPLICABLE I 1 1 /2" 2- do j IT, 7 3/4" Min. E.D. G2 4" --CONTINUOUS..POURED 21 7" CONCRETE (rc -- 3 ksi Wn.) 10" 1 8" Win. THICK REQ D. POURED CONCRETE (f'c = 3 ksi.Min.) 4 1 DMIOR 8" Min. THICK REQ'D. XT END CAP 7 3/4" NOTCH B 2 1 Min.- E.D. (TYP TO BOTTOM 4" z G, 2" 7 3/4" Min. E.D. 4"x4" x3/8" (6061-T6 ALLOY) Aurn. ANGLE EA. SIDE. -@D (WALL MOUNTED SHOWN, MAY BE ALSO INSTALLED TRAPPED MOUNTED EDGE IF APPUCABLE PER SECTION 0'-Q' ON SHEET B.) zz DMIOR 0 SECTION X4-X4 W/- T -w �] (�ND-,& INTERPR MULUGN z 17 .. 11 . .... .1 (W/ ORIENTATION W 2 -Q in. E.D 1 1/2"xl 1/2"xO.062"xCONT. ALUM. SIDE RAIL&NOTSHOWN FOR CLARITY 7 3/4' 1 ANGLE W/ 1/4"Ox3/4" rrW BUILDEX MIN., E.D. I TEK SCREWS @ 24" o.c. TO TUBE. 1 1/2" 141- 7 CONITINUOUS R .10" CONCRETE (rc 3 'w win.) .8" Min. THICK E D X4 X4 - CU. TOP./SWOM) 1 1/2" 1 1/2- (Typ- TOP/SoMM) N "7 3/��" N \-4"x4"x3/8"x0'--1O"(6061-T6 ALLOY) Alum. 'ANGLE MIN. E.D. -EO E.- EA. SIDE Yl/ �(2 TO MULLION ) 3/4"O.THRU 1301 BUILDING CODE' (kon & (2) 3/4"0.KWIK SOLT Tz EXPANSION ANCHOR 5" Min. EMBEDMENT TO POURED CONCRETE .0 2008 'nLTECO INC. WALL- (TYP. TOPi-& BOTTOM). P.t- nu EDGE IF APPLICABLE. *,Nautil RaMugSlafterli MULLION a:. WALL MOUNTING.. EXPERT POURED CONCRETE WALL TILLIT TESTING & ENGINEERING Com,,, SHUTTER* SERVI( -4 Slb�ORE 7SMEET 5- . -IL.- M - �� .SECTION W 11" F n —.1; K......— PORT ST. LUCIE..FL .34984 006719 FNWS�. -9056 FAX: (772) 87 (SOD) 742 R A. TILLT J, PX ES END & INTERIOR WALLMOUNTEDMULLION INSTALLATION WALTE -P E. St4L/SIGITAT6RE:/DATE FLORIDA U. f 44167 SCALE I/B- = I- I Zane) TYPICAL MANDATORY PROCEDURE FOR VERIFYING SHU MPLIANCE RELATED TO ITS INSTA INTO EXISTING POURED CONCRETE OR GROUT FILLED'CELL CONCRETE BLOCK STRUCTURES STEP 1: OBTAIN JOB SITE'S DESIGN LOAD (p.s.f.) FOR THE OPENING AND DESIRED SHUTTER SPAN 1" (ft) TO PROTECT rr(SEE GENERAL NOTE #2, SHEET 1). STEP 2: ENTER TO CHARTS I (la OR lb) THRU IV ON SHEETS 15 & 16 TO DETERMINE, BASED ON AN ASSUMED SLAT SLIP Cin), ANCHOR TYPE AT SIDE RAILS; DESIGN LOAD (p.s.f.); AND SHUTTER SPAN'L" (ft); THE REQUIRED FINAL SLAT SLIP THAT SLATS MUST BE INSTALLED WTH TO MEET THE REQUIRED LOAD AND DESIRED SHUTTER SPAN. - THE FOLLOWNG INFORMATION IS PROVIDED AT CHARTS I THRU rV TO PROCEED WTH SHUTTER INSTALLATION VERIFICATION: ENTER DESIGNI�OAD: SEE STEP (1) ABOVE. FOR A SPECIFIC SHUTTER MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE, THE FOLLOW NG DEFINITION FOR SLAT SPAN SHALL BE CONSIDERED: LmAx., THIS IS THE MAXIMUM ALLOWABI F SHUTTER SPAN FOR WHICH A GIVEN SLAT SLIP (M-, 1/4', 118') MAY BE USED, FOR A GWEN DESIGN LOAD. LmiN: THIS IS THE MINIMUM ALLOWABLE SHUTTER SPAN FOR WHICH A GIVEN SUP (1/2", 1/4", 1116) MAY BE USED, FOR A GIVEN DESIGN LOAD. IN CASE JOB SITE DESIRED SHUTTER SPAN (L) WAS SHORTER THAN WIN, THEN GO TO THE OTHER CHARTS WTH A SHORTER SLAT SLIP AND VERIFY THAT p IS ALLOWED FOR THAT OTHER SHORTER SLIP. MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHARTS Ic, r1c, 3H & rV.'PROVIDES SEPARATION TO GLASS FOR SHUTTERS W/O OR Wl STORM BARS (SEE STEP 4). BASED ON SHUTTER INSTALLATIONS WITHIN WND ZONES I THRU 4, AS DEFINED BY ASTM E 1996-05, SECTION 6.2.2. STEPS: OBTAIN INFORMATION ONBHUTTERIS SIDE FAIL ANCHOR SPACING REQUIREMENTS -FOR CONNECTION TO EXISTING STRUCTURE FROM ANCHORZCHEDULES Va-& Vb-ON SHEETS 17 & I B. ENTER SCHEDULES WTH FINALLY DETERMINED ANCHOR TYPE, SUBSTRATE, MOUNTING TYPE, DESIGN LOAD & SHUTTER SPAN AND OBTAIN MAXIMUM ANCHOR SPACING (INCHES ON CENTERS). SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. STEP 4: IF SHUTTER INSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICABLE. PROCEDURE 4a: IF STORM BARS ARE USED 1 . MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON INSTALLATIONS PERFORMED WTHIN ASTM WIND-ZONESI THRU 4 INDICATED ON CHART fe. ITSHALL BE MEASURED FROM BACK OF SLATS TO GLASS. FOR INSTALLATIONS WITHIN ASTM WIND ZONES 1 THRU 3 WHERE. MINIMIZING OF THEPROBABIUTY OF BREACHING OF GLASS IS DESIRED EVEN THOUGH IT IS NOT REQUIRED BY -THE FLORIDA BUILDING CODE, MINIMUM SEPARATION TO GLASS FORSLATSSHALL BE IDENTICAL TO WND ZONE 4 VALUES. 2. ENTER TABLE I ION SHEET 22 W/ DESIGITLOAD; STORM BAR SPACING AND DETERMINE.MAXIMUM ALLOWABLE.STORM BAR SPAN (HEIGHT). S. ENTER TABLES 2 OR 3 ON SHEET 23, WTH DESIGN LOAD AND STOR I M-BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP& BOTTOM. OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE' ' LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS B & C) INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. ' PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM BARS 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W/O STORM BARS SHALL BE BASED ON INSTALLATIONS PERFORMED WITHIN ASTM WIND ZONES I THRU 4 INDICATED ON CHARTS 1c, Ile, M & IV ON SHEETS 15 & -116. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. FOR INSTALLATIONS -WTHIN ASTM WIND ZONES 1 THRU 3 WHERE MINIMIZING OF THE PROBABILITY OF BREACHING OF GLASS IS DESiRED EVEN THOUGH IT IS NOT REQUIRED BY THE FLORIDA BUILDING CODE, MINIMUM SEPARATION TO GLASS FOR SLATS SHALL BE IDENTICAL TO WIND ZONE 4 VALUES. 2. - ENTER SCHEDULES Is THRU 2c ON SHEETS 24,25-&-26 W1 DESIGN LOAD; MAXIMUM MULLION'SPACING (MAX, 12- OR 7), AND DETERMINE MAXIMUM MULLION SPAN (HEIGHT) W1 ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (G, GI , G2), MULLION TYPE & MULLION ORIENTATION. 3. SEE SHEETS 16 THRU 13 FOR REQUIRED MULLION CONNECTION DETAILS AT TOP & BOTTOM FOR FLOOR TO CEILING (TRAPPED) OR WALL MOUNTINGS OF MULUONS INTO CONCRETE FOR A GIVEN MULLION TYPE (G, Gl , 132). PROCEDURE 4c: IF BOTHSTORM BARS & MULLI . ONS ARE USED I . MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED SHALL BE BASED ON INSTALLATIONS PERFORMED WTHIN ASTM WND ZONES 1 THRU 4 INDICATED ON CHART 1c, SHEET 15, IT SHALL BE MEASURED - FROM BACK OF SLATS TO GLASS. FOR INSTALLATIONS WITHIN ASTM WIND ZONES I THRU 3 WHERE MINIMIZING OF THE PROBABILITY OF BREACHING OF GLASS IS DESIRED, MINIMUM SEPARATION TO GLASS FOR SLATS SHALL BE IDEN-QCALTO .WND ZONE 4 VALU�S. DETERMINE MAXIMUM.STORM-BAR SPAR (HEIGHT). 3. ENTER TABLES 2 OR 3 ON SHEET 23, WTH DESIGN LOAD AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTONLOPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR TYPES COVERING PERMANENT (ANCHORS A & D) OR REMOVABLE (ANCHORS S & C)' INSTALLATIONS & A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING, A. ENTER SCHEDULES I a THRU 2c ON SHEETS 24,25A 26 W/ DESIGN LOAD; MAXIMUM :MULUON SPACING (MAX., ITOR 7), AND DETERMINE MAXIMUM MULLION SPAN ..(HEIGHT) W/ ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN (G, �.-ql..-G2), MULLION -TYPE & MULUOROMENTATION. 5. SEE SHEETS IOTHRU 13 FOR MOLLION"CONNECTION DETAILS AT TOP-WBOTT OM FOR FLOOR TO CEILING (TfIAPPED) OR WALL MOUNnNGS OF MULLIONS INTO CONCRETE FOR A GIVEN MULLION TYPE fG, GI, G�). *:PROCED URE PER STEPS 1 THRIL) 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME STRUCTURES. SEF_ SHEETS 20 &21 FORLIMITATIONS APPLICABLE'TO INSTALLATIONS INTO WOOD FPAME STRUCTURES. FLORIDA BUILDING CODE (Non Irigh Veloclity Hunicane Zone 0 2008 17LTECO INC.* Na,tz filus - DRAWN BY: 'll'LlE I c 0 11/18/08 -C TIUlT TESTING & EN ..,.y EXPERT SHUTTER SERVICES I .""ER'.. r N .1. 1626S.W,8ILTMOREsrREEr F, g)-v PORT ST. WaE. FL 3 49134 08-255 EB-000671 9 PI-IONE.- ODD) 74�Wft FIL_5M) DRAWING N. WXTER A. TUff J, -P.F FLORIDA LIr_ j "Ib/ I Sim , Or 21 SLAT'PERFORMANCE CHARTS Ia,, III, & 1c: (ONLY VALID FOR 1/2" SLIP) FOR A GIVEN DESIGN LOAD (p.s.*O, SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/ OR W/O STORM BARS CHART Ia CHART'Ib USE W1 CHARTS la lb CHART IC' USE MAXIMUM VALUE BEMa POSITME AND NEGATIVE LOAD USE MAXIMUM POSITIVE LOAD VALUE 3/8"0 KWIK BOLT 3 ANCHOR POURED CONCRETE MF5/1 0"6,ZTAP_C MIN. SLAT SPAN -LMIN.-�. I (FT) ,moail�r Rpoum NOW LEE mfoc RUE DESIGN MAX. SLAT SPAN "LWX" (FT) MAX. SLAT SPAN .'LMAX.- (FT) REQUIRED' MIN. * SEPARATION TO GLASS MEASURED TO BACK OF SLAT (in) LOAD (psf) WALL MOUNT SEE NOTES TRAPPED MOUNT SEE NOTES BUILD -OUT Me N'Tt 6 SEE NOTES MUILD-OUT OUNT W/@ SEE NOTES U-0- SEE NOTES TRAPPED MOUNT SEE NOTES EUU)'-OLrr 911116 SEE NOTES * BUILD_OUT MOUNT W/ SEE N07M F BUIUD-OUT b' ,U/, IF W/O STORM BARS W/ STORM �Fs__ WIND ZONJ 1-3 WIND ZONE 4 WIND ZONJ 1-3 WIND ZONE -4 30.0 20'-0" 20'-0' 20'-0" 20'-0" 20'-D" 20'-D" 21'-0" 18,-0" 14 1/2" 6.1 1 7' 35.0 20--0' 19'_10" 20'-0" is'-O" 20'-0' 7--g- 1" 14 1/2" 6" 1 7' 40.0 20'-0"-- 1 q'-s" 1 g'-7" is'-s" 20'-D' 19'-0" 17'-4" 141-101, 1 14 1/2" 6. 1 7" 45.0 20'-0" * 19'-6" is.-O.. 15'-3" 20'-D" 16'-0" 13'-9" --7'-1' V-2- 1 14 1/2" 6. 7" 50.0 20'-0' 19'-4" 1 16'-9" 14'-2' 19--l" 17'-2" 14'-10" 112'-10� 7'-0" 1 14 1/2" 6- 7" 55.0 20'-0" 19'-2" 15'-B" 13'-4" 17'-g" 16'-l" 13'-11' 12'-1" 1 14:1/2" 1- 7- weamb 19'-5" 17'-11" 14'-9" 12'-7" W1_VG_0M 15'-2" 13'-2' 1 V_5" 6'-9" IWAMI 14 1/2" '. 7" 65.0 Ia.-4- 161-10" 131-11" 111-11" 15- " 14'-4" 12'-S' 10-11. 14" 6' 7" 70.0 17'-4" 15'-11' 13'-3" 1 V-4" 15'-0" 13-8" 1 V-10" 10'-4" 13 1/2" 1. 7" 75.0 16,-6" 15,-l" 12'-7" 10'-10" 14'-3" IS-1, 1 V-4' V-1 1". 1 J3 1/2" 7". 80.0 1 5*-g" 14'-4" 121-0" IV-5, 13'-7" 12'-1. 10,-10, - 1'-7- --- - 6. -9. 1 13" 6" 7" 85Z 15*-0" 13'-0" 1 V-7" I D,-a"" 13'-D' 12'- 1 10._511 6'-9" 13" 7" 90.0 14'-2" 13'-2" 1 V-2" 12'-67 1 V-7" IV-1, W-117 _g. 1 .12 1/2" 7" 95-.o 13'-s" 12'-S" 10'-9- 2'-4- 12!-0" 1 V-3" W-9. 1'-7- V-9- 1 12 1/2" 6- 7- 100.0 12'-g" 12'-2" 1 V-5" i . W-1. 11,-B" 10'-10" _'. W-4- 6--l' 1 12" 6. 7" 105.0 12'-2" 11._9.1 10'-1" W-9. 1 V-3" 10'-S' 9'-2- 1 11 1/2' 7- 110.0 1 V-7' 11--4" 9'-9" 11 -1. 10,-11" 10'-3" W-10" V-1 1" 1. 11 1/2" 7- 8'-4- 10'-7" 10'-0" W-1- '7'-B' 6,-gp 1 11 1/2" 7" 120.0 lo'-s' 10'-B" 9.-1. W-2- 10.-3.1 91-S. 1'-5- V-6- 69" 1 11" _6' 6. 7" 125.0 10'-2" 10'-2" 91-0. 7-11' 10'-0" 91-1. 8'-2- 7'-4'- 61-9" 1 11" 1. 7" W-10" 91-10" B.-,. 7--l' q1_,. 91-21. a.-O. 7'-2'- 1 10 1/2" 1. 7". 135.0 91-5. 11-1. 8.-,. 7'-7- 8'�i 1' 7- 1 D" V-1- 1 10 1/2" 6. 7" .0.0 JA W-1, 9. _1� 8'-4- 7--5- 6!-g 1. 10 1/2" 145.0 B.-1011 81-10, 8'-2- 7'-.3- B'_10� 8. -6. 7--6- - -1. 10, -1.50.0 S,_6" 81-,. 1'-0' - V-2- 1.-,. 8--4- 7'-4- - W-9" R,125--.-R, 8'-3" 7'-10" 1 7�0" .1'-.3- S.-I. 7-2" - W-1 0' B'-O" 1 .7'-11'" 1 7'- f" 6'-9- NOTES 1 . ABOVE INDICATED MAX. SLAT SPANS, MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES. ON SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND DESIGN LOAD. 2. REQUIRES SIDE MLS FASTENED TO EXISTING STRUCTURE WITH 3/8"0 IKWIK, BOLT 3 ANCHOR OR 5/16"o TAPCON XL ANCHOR, INTO POURED CONCRETE OR %GROUT FILLED CELL CONCRETE -BLOCK, -OR WITH 1/4-0 TEK SCREWS AT MULLIONS CONNECTION. VAUD'.FOR WALL MOUNTED, TRAPPED MOUNTED, AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR 'INTERPOLATION BETWEEN -END VALUES. FLORIDA BUILDING CODE (Non Ifigh Velocity Eureicone SLAT PERFORMANCE CHART6 Ha, IIb & IIC: (ONLY VALID FOR 1/4" SLIP) . FOR A GIVEN DESIGN LOAD (p.s.% SHUTTER MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/O STORM BARS CHART Ha CHART 1Ib USEW/ CHARTS CHART IJC a & rb USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE LOAD USE MAXIMUM POSITIVE LOAD VALUE 3/8"0 KVAK BOLT 3 ANCHOR 5/1 6"o TAPCON XL ANCHOR POURED CONCRETE MIN.'SLAT wrww3m3m& 511r. vmn m3m POURED CONCRETE OR GROL-raroFUM CELL CONCRETE BLOCK SPAN ILMIN-- . RMU11W LGL SEPAPATIOI MAX. SLAT SPAN -MAX. SLAT -SPAN DESIGN -LJAAX.' IFT) 'LMAX.- - (FT) (FT) T 1 0 MASS MEASURED TO. BACK C� SLAT (in) LOAD (PSf) WALL MOUNT TRAPPED 'D. IIUILD U @ WAU. MOUNT . .I TRAPPED MOUNT I BUILD -OUT VIN.Td( IBULD-OUT MOUNT W/ @ 771� - ID IJUD-C=W & DMD W/O STORM BARS WNNDTZ0. Z7 11 D,�Z.M SEE NDM'L*' I SEE'NOTS 4 & SEE NOTES SEE NOTES * SEE NOTES * SEE NODS 'It SEE NOTES * ' SEE NOTES 7-4" V-2- 1� 1 8 1/8- 1"_ 5 'SLAT PERFORMANCE CH4RT III: (ONLY VALID FOR 1/8" SLIP) FOR A GIVEN DESIGN LOAD (p.s.0, SH[iff& MOUNT CONDIT10N INCLUDING ANCHOR TYPE AND FOR INSTALLAMONS WIO STORM BARS 3/8-0 KMK BOLT 3 ANCHOR & 5116-0 TAPCON XL ANCHOR !-OURED CONCRETE To POURED CONCRETE 0 GROUT FILLED CELL CONCRETE BLOCK USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE IDDAD ' USE MAXIMUM POSITIVE LOAD VALUE MAX. SLAT SPAN LmAx, (FT) MIN. SLAT SPAN LMIN." (FT) REGUIRED MR SEPARAMON To CLASS MEASURED TO SArK OF SLAT (in) (pSf) WALL, TRAPPED & BUILD-OUr @ SEE NOM WALL. TRAPPED & BUILD -OUT @ NOTES W/O STORM BARS MNDZOWIVAND ZONE 4 30.0 7'-6- 6'-7- a I/s. 35.0 7'-2" 7 2 4-4- 40.0 V-9' '6'- 1 � 45.0 W-8, 5-11" 50.0 6'-5- *55.0 W-3- 6O.D W-11" 1 -5 65.D 6 ...�O. V-4- 70.o W-10" MV-9- 5'-2- 75.0 5 80.0. 5--9' 55.0 5--g- 4'-11 so.G 1. �9. 4'- 1 D" 95.0 1. 100.0 5'-9- 4--8- 105.0 4'-B' 10.0 ._S. 5--l' 4--7- 115.0 V-9" 4�-6" 125.0 5'-6- 4--5- 130.0 11-1. 4'-4- 135.0 V-4" 4'-4" 140.0 V-3- ..4'-3- 145-0 -2" IFO.0 5: _1" 4'-3'- .155.0 1 5'-D" -1. �'�3' 160.0-1- 4'�l 1 - 1 4!-3- NOTES 1. AE30VE INDICATED MAX. SLAT SPANS MAY BE Lim As.LoNG As ANCHOR SPACING -7SCHEDULES ON, SHEETS 17 & 18 INDICATE THAT AN ANCHOR SPACING 'IS'AVAJL;kBLE FOR THE CORRESPONDING SLAT SPAN AND DESIGN LOAD. 4� ;T, 2. REQUIR . ES SIDE RAILS FASTENED TO EXISfING STRUCTURE -WITH 3/8'0 KWIK BOLT 3*ANCHOR OR.5/16'� TAPCON XL ANCHOR INTO POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK. OR WITH 1/4-0 TEK SCREWS AT MULLIONS CONNECTION. VALJD FOR WALL MOUNTED. 'TRAPPED MOUNTED AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS MAY BE DETERMINED BY LINEAR INTERPOLATION BETWEEN END VALUES. 'Q 2008 71LTEO0 INC. IL -0 EC* illIc TILUT TESTING. & ENGINEERING CC) b ..11: Ult .. ft.L- E13-DO05719 DATE WALTER A: TILLIT J. PF FLORIDA Uz. If �167 SLAT PERFORMANCE CHART IV: (LESS THAN 118" SLIP) FOR A GIVEN DESIGN LOAD (p.s.% SHI RMOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS W/O STORM BARS 318"0 nAK BOLT 3ANCHOR & 5/1 Vo TAPCON XL ANCHOR LRED CONCRETE To POURED WN�&Ektll GROUT FILLED CELL CONCRETE BLOCK USE MAXIMUM VALUE BETNEEN POSITIVE AND NEGATIVE LOAD USE MAXIMUM POSITIVE LOAD'VALUE DESIGN LOAD (pSf) MAX. SLAT' SPAN - 'LM." (Fr) MIN. SLAT SPAN "LMIN." (FF) ,I,, , ,pA,,,,, To GLASS NSASuRm To BACK OF SIAT (h) WALL, TRAPPED & BUILD-DU`r SEE NOTES WALL. TRAPPED & BUILD -OUT W&W."@ SIX NOTES W/O STORM BARS MWNrZON D ZO 7NV 1-3 AND ZONE 4 30.0 6.-6. 0. -C). 5- 35.0 6.-3. 40.0 61-,. 45.0 5,-1 D" 50.0 V-9" 55.0 V-7- 60oO 58�5ft 65.0 V-4' 75.0 80.0 4'-11" a5.0 4.-Io. 95.0 4'-r" 100.0 _iOS.O V-5" 4�-4- 110.0 4'-3" 120.0 4'-0' 125.0 V-11- 130.0 Y-1 I' 135.0 3'-10 140.0 3--l' 1 45.0 11-8. i50.O S-7- 155.0 .3*-7" 160.0 3'-U-. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone (&'NaUtjjUS ROILIng5hafterSystem I�y -PERT'SHUTTER, SERVICES-INC. 1626'S.W. BILTUORE STREET - . PORT ST. LUCIE. FL 34984 . PHONL-450D) 749-90 6 . M (M) 871-Mo DRAWN - N C.V./LG. 11/18/08 DATE 08-255 DRAWING N� 16 OF 26 L!�2q_ZHEET� MAX. ANCHOR'S SPACING SCHEDULE-Va FOR A GIVEN SHUTTER MOUNTING TYPE, W/ 3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL, DESIGN LOAD & SLAT SPAN RANGE t WALL MOUNT SLAT SPAN RANGE DESIGN LOAD RANGE 0'-4'-t > 4'-5' t > 5,-6, t > 6'-7' t > 7'-g' t > 9'-12' t > 12'-16' > 1 W-20' t s 30.0 .9. 91, 9" 91, 9 >31-40 9. 91. 9. 9. 9 B., >41-60 91. 91, 9. 9. .7" 5 5/5- >61-80 91, 91. 1 9. B. 5 5/8" 5 5/8" >81-105 9" 9" :9. 9. 9. -6 1/2" 5 5/8" - - >106-120 91. 9.1 9 9. 8. 6" >121-140 91, 9" 8- 7" 6" >141-160 9 .. 9. 9.1 7" 7' 1- - TRAPPED MOUNT SLAT SPAN RANGE DMGN LOAD RANGE 0'-4' t > 4'-5' t > 5,-6, t > 6'-7' t 7 -9' t > 9'�12' t > 12'-16' t > 16'-20' t �5 30.0 9. 9. 9" 9. 9. 9. 9. >31-4D 9. 9. 9. 9. 9. 9. 91, 7- '>41-60 9. 9. 9. 9. 91, 9. �6 1/2- 5 5/8- >61-80 I . S. . 7' 5 5/8- 5 5/6- >Bl-105 g 9. 9" B. 6" - ----- �51er >106-1-207 9 9. 9" 1 8 1/2" 7" 5 5/8" >121-140 9. 9" 9. 1 7 " r," 5 5/8- >141-1601 9. 1 9" B. 1 6 " I s" I - I I BUILD-OUTMOUNT SLAT SPAN SLAT SPAN DEFINITION t NOTE: MAX. SLAT SPAN FOR A GIVEN DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART. ON SHEETS 15 & 16. - SLAT SPAN RANGE DESIGN LOAD 0'-4' t > 4'-5- f > 5'-6' t > 6'-7' t > 7'-9' t > W-12' t > 12'�l 6' t > 16'-20' t RANGE --- @ ---- F-@ 9" 9. 9.1 9" 9" 1 .9, 9" 1 9" 9. g. -9. 9. 9. .9. 9, 1 .. 9. 1 9- 9" 1 9" 7 3/4' 7" 7" 5 5/8' >31-40 9. 9 9 -.9 9" -91 �9. 9. 9" 9" 9" 1 9� J.' -9- '71 1 7- r,� . 5 5/8' 5 5/15- 5 5/8' >41-6D 9. 91, 9. 9. 9"- 9, 9. 9. B. 9. 9- 9- 9" '9- 7 1/2'1 7 :1 /2' .. 6- 5 -5/15"1 5 5/8' 5 5/8' 5 5/8' 5 5/8".. - >61-80 9 9. 91, 9., 9. 9 7� 5 5/8- 5 5/8' 5 '51/5' /8_ 5 5/8�' 5 5/8" - - - I >81-105 9� 9 91, 9. 8' 6 1/2" 6 -3/4" 6 3/4" 5 5/8' 5 5/87 5 .5/8" 5/8_ 5 5/8' >106-120 9, 9" 9" 9' '9' 9. 8. 8" 1 8- 1 6 1/2"1 6" 1 V. ': 5 5/8' 5 5/8' 5 :5/8' >121-140 9 9 9 9- 1 7. 112' 8'� .8- 5 1/2' S' 1 8" 15 5/8-1 5 -5/87- 5 5/8v 1>141-160 1 9" 8 S' 7- 7- 5 -5 B, 6 3/4"1 6 3/4"15 5/13 -15 5JB" 15 5/8", -- - FLORIDA BUILDING CODE �02 D8 TILTECO.INC. Nat J� U 1L TILUT TESTING EC'O.' A ENCINEEIUNG �PANY EXPERT SHUTTER, MIS' 162B pom S.W..BILTMORI ST. LUCIE rL (am) PHWF 74"DS6 'FM Hurdcane DESIGN SLAT SPAN RANGE LOAD RANGE (P.M.) 0'-4' t > 4'-5'-t > V-6' t > V-7' t 1�% > 9'-12' t > 12'-16' t. > 16'-20' t :g 30.0 S. S. S. 8. S. 7 1/2- 1/2" 8 6. -5 4 r> 4_1 �-&Q S" S" S. 6- 4' 3 3/4' 7' 4 1/2" 3 "3/4" >131-105 -6 1/2- .5. 3 3/4- 3 3/4" >106-120 5 1/2" 4 1/2" 3 3/4' - >121-140 a,. 7 1/2" 6' 4' 1/2" 4' 3 3/4- >141�-160' El' 6" 5" 4 . . w� 1 4" . TRAPPED MOUNT DESIGN SLAT SPAN RANGE LOAD RANGE 0'-4' t > 4'-5' t > V-15' t >.6'-7' t > 7'-9' t > g'-*12' t > 12'-1 6' t > 16'-20' 1 6" 6 6. 5 1/2 >31-40 6' 6. 6" 6. 6. 15" 5 1/2- 4 1/2". >41-60 6 6" 6" 6. 5 1/2' 4' 4' >61-80 1 6 6. .6' 4' ."l-TO5 6" 6' 4 3/4" 3 3/4" 3 3/4- >106-1201 6" 1 6- 4" 3. 3/4" - >121-140 6" 5-3/4" 4E::::[ 3 3/4 3 3/4 >141-1601 6" 1 6" 1 5" 3'3/4" 1 . 3 3/4" 1 - BUILD -OUT MOUNT SLAT f___SPAN EE: :5-1 SLAT SPAN DEFINITION t NOTE: MAX. SLAT SPAN FOR A .GfVEN DESIGN LOAD SHALL NEVER EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CHART ON .SHEETS 15 & 16. DESIGN SLAT SPAN RANGE LOAD 0'-4- t ___T_ > 4'-5' t' > V-6, t > 6'-7' - t > 7'-S'. t > 9'-12't > 12'-1 S' t > 15'-20' t RANGE -(p...f.) -@ (4 @ @ - @ @ (�� @ - K:f @ , @ @ @ I @ I @ - I . (@ (@ s 30.0 .6" 1 6" 6' 6" 6"... .6" .6" 6" 6. 6' 6' r. 6' 6" :6" 6" 6" 6" 151/2-15 1/2- 4..1/2- �4' 1 .4" 3 3/4" >31-40 6. Is. 6. 6- -6- 6" 6" r 6. 6". 6' 5" .3 '3/4� 3 -3/4"13 3/4� 5-3/4. >41-60* 6... 6' 6. 6. 6' -6- 6' 6. 6" 6. -.F. 6. S� 4" .4" .3 3/4". 3'3/4" -5 3/4" 3-3/4- >61-80 6. 6. 6' 6' 6' 6� 6. 6; 5 1/2! 6' 61. 5" 5' 6', 4" 3 3/4" 3 3/4' 3 3/4"� 3 3/4" >81-105 6� 6" 6. 6. rl' 61. 6' .6" 5 3/4' 4 1/2" 4 1/2" 3 3/4' 3 3/4" 3 3/4" 3 3/4" 3 3/4" 3 3/4� - >lDS-12D .61. 6". 6" 6' C 5 1 2 5 3/4" 5 3/4' 4 1/2' 4 1/2" 4 1/2" 3 3/4-13- -3/4" 3 3/4-. 3-3/4- >121-140 6" 61, 6� 5- - 4" 4 3/4" 4 *3/4" 3 -3/4' 4 IT2- -417-2- 3 3/4. 3 3/4" '3 '3/4"� r>l 41 -1 6' 6' 4 1/2 4 1 3 3/4' .4" 4"' 4". 4� .13 3/4". 3 3/4� FLORIDA BUILDIN& CODE (Non_�Hiiq .110 Hurricane SCHEDULE VC: Vx FORCES (Lb/FTY & Vy FORCES (Lb/FT).ACTING AT JAMBS FOR'A DESIGN LOAD RANGE, SLAT SPAN RANGE FOR POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS (USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE LOAD) DESIGN SLAT SPAN RANGE LOAD RANGE 0'-4' > 4-5' > 5'-6' > 6'-7' > 7'-9' > 9' 12'. . > 12�— 15." > 1 W-20" (P.S.f.) VX Vy Vx vy Vx vy Vx Vy Vx Vy Vx VY Vx VY Vx VY 30.0 10 *60. -10 75 165 90 238 105 421 135 ...594 180 099 '240 1390 300 3'1 —40 -10 80. 1 10 100 386 120 1 440 140 398 180 823 240 1328 320 1823 400 >41-60 10 .120 290 150 794 180 509 21 . 0 7.08 270 .1266 360 1962 48o 2553 582 >61 �80 10 160 ..616 200 767 240 796 280. 1 1 007 360 695 .480 2422 600 .2547 1 596 >81 —105 123 .210 550 53 711 315 1142 368 1372 473 2009: 591 249j -638 >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 > 121 —140 552 280 960' 350 1003 420 1612 4 90 1.869 630 � 2039 - 635 > 141 —160 781 320 1186 400 1322 1 480 1 1873 1 560 1740 1640 NOTE: TT —SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMIT HOLDER TO VERIFY-THATEXISTING STRUCTURE IS qDES IGNED,TO SUPPORT Vx AND Vy FORCES IN POUN DS PER :UNIT FOOt OF SHUTTER HEIGHT -AT BOTH JAMBS. - SEE THIS SHEET FOR Vx & V.y VALUE& Vy SIDE RAX—__C]Eg— . V-x v Y SLA� SPAN DEFINITION 0.2065 TL 44, TIL-LrT Tr.S-n. & EN t1lu EB—OC WALTER A. 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JAO-nng w- OVOI NOISM sm. nNois O/M N) In Jo mm 01 amm" STM QL NOWdYcES W MR038 ..Nirg. -�dpNVdS NVdS I�qS'W YIS NIA I"S 'NIA HOH3NVIXNO3dV-L0.%J9 3nWA Ug%n aqlMU VMVM=Q"XMYfflA 3 1 W 30= OW 3WSU NE&M =WA KMW 3Sn TDI -iUVHO Tca A asa- I - - Tqj iNyHo MO-Ge Z IIVIBG H3d SHVI3 WHOIS 01M SNOILYIIVISNI mous z iivi3o ijad sm wNois am sNouwnVISNI U0J NOLLIaNOO INnOW U� 1, nHs QNV U*wd) E)NLLVd gunmiid NEAS30 wnwr"W N3AID V MOA U0A N0WQN03.LNrI0W 113.LWHs aNv Crs*d) ONLLva aunSS3U.1 NOlega wnVVD(m NEND V HOJ Td7]S—.Zf -- (dl-l8J,A �io=i arw,-KiNUT :1511 2y -TCM I-HVHO 30NVV4dO=1?JHld iVIS HOJ GIIVA AINO) .101 ;Y- ICLI J-1dVHOSONVIN-d0zlHadIVIS MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE, DESIGN LOAD (psf) AND SLAT SPAN RANGE WALL MOUNT & BUILD -OUT MOUNT TO 2"x4" WOOD STUD WALL MOUNT TO 2"xlEi" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL I ON SHEET 20) 1 . (SEE DETAIL 2 ON SKEET 20) .WOOD GRADE MAXIMUM DESIGN LOAD RANGE SLAT SPAN RANGE . . SOUTHERN PINE #2 (G=0.55) 30.0 40 G., 50 6" 60 7 6" DOUGLAS—FIR—SOUTH .(G=0:46) -q 30 .0 - 6 .. 40 6" SPRUCE PINE—RR—SOUFH (G=0.36) ' w.0 WOOD GRADE MAXIMUM DESIGN � LOAD RANGE ..SLAT SPAN RANGE 6 to -V — T,,V to 5- 6' 'to 7' * > 7 to 9' * > V In 10' 'A SOUTHERN PINE. #2 (G=0.55) 30.0 .6� 6.1 6- 6- 6 6" 40 6- 6 6" 6" 61, 4 3/4" 50 6" 6". 61. 6" 4 3/4" 3 1/2" 60 -6- .61, 5 3/4- 5 1/4- 3 3/4' 3" DOUGLAS-FIR-SOUTH (13=0.46) - - :5.,30. 6 - 6" 6" 6_" ' 6- 6.—, 40 6� 6" 6" 1 5 1/4-f 5 1/4" 4 1/4" SPRUCE PINE-F1R_S9TI1 . (G 0.35) 1 30.0 6" 6" 6" 6" 5 11 /4" BUILD -OUT MOUNT TO 2"XIS" WOOD STUD WITH MINIMUM 1/2" PLYWOOD (SEE DETAIL 2 ON SHEET 20) WOOD GRADE MAXIMUM DESIGN LOAD RANGE ( ...f. SLAT SPAN RANGE > 4-6 > 5 6-7- > r—V V-10, � �E� �L� :5 30.0 6. .61, 51. 61, 6. 6. 6- 6. 6" 61, 61, SOUTHERN PINE #2 40 6' 6.1 6- 6- .6.. 6- 6- 6" 6" 6" -5 1/4". .5 1/4' (G=0.55) 50 6- 6" 6.1 61, 6" 6" 6. 6. 5 1/4" 5 1/4" 4" 4" 60 r 6" 6" 5 3/4" 5 3/4" 4" 4" 1 3" 3" DOUGLAS—FIR—SOUTH. 30.0 6- r'. 6. 6 6- 6" 6- 6. 61, (G=0.46) 40 r. 6 15" 6" 6" 6"- 5 1/2" 1 5 1/2"_1 5 1/2" 1 /2" 4 1/2" 4 1 /_2' SPRUCE PINE—FIR—SOUFH .(G=0.36) s'30.0-4...1,67. 6" 6" 6" 6� 6" A NOTE: MAX. SPAN FOR SILK-1. FOR -A GIVEN DESIGN* LOAD �SHAtl_ NEVER FXCEED-MAX.' S.LAT'SPAN. INDICATEDON SLAT PERFORMANCE ..CHARTS ON 20 SHEET... FLORIDA BUILDING CODE (No. Ria i Velocity Hurricane TABLE I MAX. ALLOWABLE STORM BAR SPAN Fft) FOR A GIVEN DESIGN LOAD (p.s.f.),.& A GIVEN ST-ORM BAR SPAC.ING (ft) STORM BAR SPACING (Fr) M URED IN BETWEEN CENTER LINES.DF STORM BARS. IN FEEr OR FROM TIP OF SIDE RAIL TO CENTER OF STORM -BAR. 0 200a n, TILUT TESTING..& THIS REGION IS ONLY VALID FOR INFALLATIONS ,/I W/ 1 OR MORE -STORM BARS PER SHUTTER. I 4FTHIS -REGION IS -ONLY VALID FOR INSTALLATIONS W/ 2 OR MORE STORM BARS PER SHuTrER. FLD�IDA BUI�JDING CODE (N., HurriGane TABLE2 REQUIREMENTS FOR STORM BAR cbNNECTION TO CONCRETE TOP AND BOTTOM -PER SECTION S-S (SHEET 9) FOR A GIVEN DESIGN LOAD (p.s.f.), & STORM BAR SPACING (ft) DESIGN STORM BAR SPACING "a" (Fr) Lov (P4.0 2' 2.667' 3. 3.5' 4' 1 4.5' 5' 5.5' 6' 6' 1 6..667' 30.0 A.8,C,D A.B.C,D A,B,C.D AB,C,D AB.C,D A,B.C,D A.B.C.1) A,E1,C.D A.131CID -D A,B,C,D 35*0 A.B.C.1) A.B.C.1) A.B.C.1) A.B.C.D AB.C,D AB.C,D AB,C,D A.B.C,D A.B.C.D A'.-C-D A,B.C.D 40.0 A.B.C.1) /,B,'C.D AiBoCiD A,B,C,D A.B,C.D AB,C,D A.S,C,D AB,C.D A.B.C,D -..C' D MA,B;.0 A.B.C.1) 45.0 AB,C.D A.B.C.1) A,B,C,D AB,C.D A.B.C.D A,13,C.D A.B.C.1) AB.C.D A.B.C.1) A.B,C 50.0 &EXID A.B,C,D AB.C,D A,B,C,D AB,C.D A.8,C,D A,B,C,D AB.CD AB,C,D A`-C D A�B,c 55.0 A6B.C-,D' I A.B.C,D A,B,C,D AB.C;D &B,C,D AB,C.D A,B,C,D A.B.C.D A;B,C 60.0 A.B.C.D A.B.C.1) A,B.C.D I A.B,C,D AB.C.D AB.C.D A.B.C.1) A.B.0 AB.0 A,13,C 65.0 AB.C.D A.S.C,D AB,C.D A.E3.C,D A;E,C,D AE3,C.D A.B.0 A.B.0 A,B.0 A,8 70.0 A.B.C.1) A,B,C,D A.B.C.D A.B.C.D A.E,C.D A,B.0 A.B.0 A.B.0 A,13 A 75.0 A.B.C.D A.B.C.1) A,B.C,D A.B,C,D A.B.C.1) A.B.0 A.S.0 A,B I A A 80.0 A.E.C.D A.B,C,D A,B,C,D A�B.C.D AB.0 A.B.0 A,B,C A A' A 85.0 &B,C,D 'A,B,C.D AB.C,D A.B.0 A.BsC Ak. B A A� A ,90.0 A.B.C.1) AB.C,D A,B,C.D A.B.0 A.B,C A.B.0 A A A A 1 9500 &B.C.1) A.B.C.1) A.B.C.1) A.B.0 A,B.0 I A,B A A A A 100.0 AsBeCeD kB.C.D A.B.C.1) 'A.S,C AXX A A A A A 11 05ao A�B,C,D A.9,C,D A.B,C AB,C AS A A A A A 110.0 A.B.C.1) I A.B.C.D 'A.B.0 A.B.0 A A A I A A A 115.0 A.B.C.1) A.B.C.1) A.B.0 A.54 A A A A A A 120.0 A.B.C.1) A,8,C AB,C AB A A A A A A 125.0- A,B,C.D "'c A.B.0 A A A A A A A 130.0 A.B.C,D AB,C A.B.0 A A A A A A A 135aO &B.C.1) *A.B.0 A.8,C A A --A A A A - 140.0 A,B,C,D AB,C A.8 A A A A A A - '146-0- xl�,cj) K6,C A:8 A A A A A 0' 6L' A.B.0 A A A A A VL15�6 1 AB A A A A A A 160-0 1 A,B,C I AB A A A A A ANCHORS TYPE LEGEND A 318'o CARBON. STEEL KWIK BOLT TZ '1/2" EXPANSIM ANCHOR W1 � Min. EMBEDMENT* & 5" Min. THICK POURED. CONCRETE (f'c ='300.0 PSI) ... 31-8"oxl 114" POWERS CALK -IN ANCHORS W/ 1 1/4" Min. EMBEDMENT*.TO POURED CONCRETE (flc - 3000 psi)-& 3/8"o-16 MACHINE.SCREWS C 1/4"ox3/4" 'ALL POINTS -SOLID-SET ANCHORS W/ 7/8"'Min.* EMBEDMENT* TO POURED CONCRETE (f'c .3000 psi) - & 1/4o�20, 18-8 STAINLESS ZTEEL MACHINE - SCREWS D. 5116-o rrW/BUILDEX TAPCON ANCHORS W/ 2 1 Min. -EMBEDMENT TO vuURED CONCRETE'(f'c -'2899 psi) EMBED , MENT IS -BEYOND ANY FLOO, R CEILING FINISH TABLE 3 REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER SECTION Sl-Sl (SHEET 9) FOR A GIVEN DESIGN LOAD (p.s.Q,.& STORM BAR SPACING (ft) DESIGN. STORM BAR SPACING "a" (FT) LOAD 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6.667' 30.0 A,B,C.D A,B.C.D A.B.C.1) A.B.0,D A,S,C.D AB,C,D A.8,C,D &B,c AB,C A,B,C 35.0 A.B.C,D A.B.C.1) A.B.C.1) &B.C.D A.B.C.1) A.B.c A.B,c A.B,c A.8 A 40.0 A.B.C.D A,B.C,D A.B,C.D A.B.C,D A�S,C A.B.0 A.B.0 A A A 45.0 A.B,C,D A.B,C,D A,B,C,D A.S.0 A.B,C A.B.0 A A A A .60.0 A.B,�,D. A,B,C,D AB.C,D AB,C ke,c A A A A A 55.0 AB,C,D A,B,C,D -A7.BIC AB,C A A A A A A 60.0 A.B.C,D A.B.0 A,B,C AB A A I A A A A 65.o A,B.C,D A,B,C A,B,C A A A A A A A 70.0 A.B.C.1) AB.0 A.8 A A A A A A 750 A.B,C.D A.B.0 A A A A A A 80.0 AE3,C AB A A A A A 85.0 A.B.0 A_ A A A A A ED— AB.c A -A- A A A 95.0 A.E.0 A A A A A. 100.0 Ale.c A A A A - 105.0 &a A A A A - 11D.0 A A A A 115.0. A A A A 120.0 A 'A A A 125.0 A A A 130.0 A A A A A A A A A A Z_ A A FLORIDA BUILDING CODE 0 2008 7ILTEC0 ENC. *NaL RoZlingSl . ..... 4 ;t.,: --Co It -TILLIT TESTING & ENGINEERING Co., XPERT.�SHUTTER -1626.S.W. BILTL40RI PORT ST: LUCIE. Fl d: tut-O.Cd... PHO[ry (EDD) 749�M FAX P:E. �'S9;A6qA7TLJRlf/DATE E -00136719 WALTER A. TILLrr J, P.E. rLORWA U. If 44-167 Hiurricone. 0 SCHEDULEla FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN DESIGN LOAD (p.s.f.), & A MAX. MULLION SPACING (ft) * DESIGN LOAD (pf.) MA)amum MULLION SPACING MAXIMUM MULLION SPAN (FT) 4'x6"x1/4" MULLION 4"AVX114" MULLION 4'iN114' THICK(3/8' FLANGE) MULLION @ ORIE14TATION 01 (=)t ORIENTA71ON 02 (0)t ORIENTATION #1 (-)t ORENTAnON-#2 ENTATI1 ORIENrATI 01 #=)tl ORIENTATION 02 (0)t END INTERIOR END INTERIOR END INTERIOR END END INTERIOR END INTERIOR END INTERIOR 3000 201-o. 71�10" .- . 7'-3- 12'-0^ 1--4' 10'-7' _C 12'-G' gw�em 111-11, T-6- 12*-6" 35.0 20'-C'. 7'-4- 1'-3- lom�oo 7--7- 7 _7 12'-6' 81-11' 111-01 sl�l lo 12'-6" 40.0 20'-D' 61-10" - 8'-10" 51�4m 10'-11-. 5--l' 9'-7- 7'-3- R6'-7' 12'-6" 10!-4" V-6- 12'-6- 45.0 20'-W 8'-6' 81-6. -,. i 0,-B" 1 1 " 9'-9* et-2" 12'-S" 5D.0 20'-0" 6--2- .8-2" 6. W-11, 7'-4- 8'-11" 12'-6' .7 '-4- 9. -3. 51�1 1 !Z�6ft 55.0 20'-D" 5'-11" 7-11- 5--g- 8--7- 6'-3- W-10" 5'-7" 12'-S" 60.0 719'-s" sm�qv 7--g- 6'-4- 8'-S' 6--2' 2 0. .121-0" W-4' W-7' 12'-S" 7 18'-4- T-9 7--l' B'-4'- 6'-4' a ;-4 6'-2 412'-4' 11'-10' f7'-1 6'-4- 5'-G 12'-6' 70.0 17'-4" '. -9. 7'-B" 5'-4" 1 13'-2" 6,-3" 8 -2' 6*-2' 1 V-9' 1 1 6'-3' 8'-5" 1 5'-6 12'-6� 75.0 161-6" 1 5,-g* 7'-7' 5--4' B,-O, 6,-3" B'-D" 6'-2' 11'-7' 6'-3" 8'-4m 51-6 12,-5, 80.0 15'-9' 5,-q, 7'-7* 5-4" 7'-10- 6-3w 7A�100 V�26 11--6- r ';-1' 1--3' 5,-6 12'-4" 35.0 15'-0" -,. 7'-7- 51-1v" 7--l' 6'-3- 7--l' 6'-2- 11 6 -3" 1 8'-2" 51�6 121�3 90.13 14'-2" 51-10, 7'-7" 5'-5- 7--1- 7o-g' 6--3- 11 -4- 1'-2- 5'-7 12'-3 85mO 131-5" 5,-10, 7'-7- -6. T-9- 13, -1. 7'-D" 6'�4' 1 V-5' _5. 8.-2. V-8 12'-3 1OO.D 12�9- Ss�! 1 7'-7- 5'-7- T-9' V-15" 7'-9' 1'-4- 11--S' 61�15,m 1'-2- 5,-q 12'-3 j05.0 12'-2' 6'-D* T-7' 5'-7'. 7--1- 6'-7' 7--g- 1 V-5" -1--7' 8'-2- 5'-9 12*-3 110.0 1 V-7' V-7' "-,. 7--1- 6.-S� 7'-g" 11 I-s" "-,. 8'-2'- -S'-1 D* 12'-3 .1 L5.Q. L I I '.-. 1 "- 6'�I' X�7' 1 S'-v 7'-1' V-S" r!-7" 14,-5" V.-a" Mai-2w V-11, Q1-3 120.0 10 -8. V-1, 7--1 1-9- 7'-9" W-10" 7-9' 6'-7" 1 V-S" 6,-10, 1'-2- s'-O" 12'-3 125.0 10 .-,. 6'-2- 7'-7' 5'-10' wV-110" - 7'-D' 7'-10' 1 6'-9" 11'-5,w 7'-0' 8--2' 6--l' 128�3 1w.O 9,-10, V-3. 7'-Zl._ 51�11)o 7--g- 7'-0" 7'-9' 7'-0' 1'-2- 6 .-1. 12'-3 135.0 q. 61-4, 7--7- 5'-11" 7'-10' -7� 2' 7'-10" 6'-1 a" 1 V-5 7-2" 8 '-2- 8'-2' 12'-_ 3 "140.0 9,-1, 7'-7' 6'-0' V-10, 77-3- 7'-10" W-1 1" i I 7 B'-2" 6*-3" �12'-3 145.0 S' 10' 6'-5* 7--l' 61-o. 7--g- 7--4- 7--l' r,,_ 11 - 1K, ii 1 1 7'-4- 1'-2- W-31 12'-3 150.0 61-6. 7'-7' 7--l' 7'-5-' 7--l' 7'-D" 11 -5" 7'-5" 8'-2'. F 6 �-44' 12'-3 155.0 S'-3- E'-1' 7*-7' W�2m 71�gft 7'-6' 7--g- 1- 8'-2- 6,-5' _ 12'-3 160.0 6'-7" 7'-6- SP�2ft 7'-9" 7'-7- 7--l' 7'-2- v-5. 1 8 .-,. AULLION MULLION SPACING: "S" SCHEDULE2a WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN DESIGN LOAD (P.S.F.), & A MAX. MULLION SPACING (FT) - DESIGN .LOAD (p�f.) MAXWM MULLION SPACING MAXIMUM MULLION SPAN (FT) 4'xS'XI14" MULLION 4"Wxl/4" MULLION G2 4'x7'xl/4. THICK §811 FLANGE) MULLION .(ft) ORIENTA71ON #1 �=)T ORIENTATION 02 (0)t ORIENTATION #1 �-)tj ORIENTAM f2 (U)T ORIENTAT11 #2 (0)-r END INTERIOR END INTMOR END I INTERIOR END INTERIOR END INTERIOR 30.0 20'-0' 7'-10' 91-81 11-1. 12'-0' 9'-4:* 10'-7" 8,-D" 12'-G' 7'-6" 12'-6'- 35.0 20'--D" 7'-4" 91-3" V-9, 11,-5, 10'-D" 7f�7b 12m�6" ri�illw 12,-6" 40.0 20'-D" 6,-Llc):- V-10" 6'-4" 10'-11' 11-1. 7'-3- 12-6' 6--6- 12'-6" 45.0 .20'-0" s'-so 8!�Iiv 6,-6, 1 D'-6" 7'-8' 9'-3" 61-11" 12'-6" 1'-2- 12,-B" SO.0 '20'-0' 1'-2- W-2. 6'-0" 10'-2' 7--4- 81-11" 1--3' 12'-6" 51-11, 12'-6' 55.0 20'-0" --Fg7-- 5'-11' T-11' 7'-0'- 8'-7- 4'-10" 12'-4' 5'-7" 126�6@ 7 EGO 5- 5._q. 7--l' 1--6- 91-8, 6'--10" 8'-6- -- 4--13 12'-0- 5'-G' 12'-6' 65.0 18'-4" 5,-q 7'-1' 5--4' 9'-7- 61-10" 8'-S" 4'-B" 11'-10" 51-6 70.0 17'-4" W-9" 7--8- 5'-4" g'-6" 6,-10" 8'-4" 4'-S' i V-9" 51-6 75mO 161-6" 5--g- 1 7'-7- 5'-4' 1 9'-5' W-10" 1 8'-3" 4'-8' 1 1 V-7" 5'-6 12'-S' 80.0 15' -9' 5'-9" 1 .7'-7' 5'-4' 1 g'-4' 6,-10, 8,-3" 4,-S, 5'-s E5.0 15' C'. 5--g. 1 7'-7* V-4" 1 g'-3" 6'-10" 8*-2' 4.-B. 1 V-S- --T� -6 12'�.3 90.0 14'-2" 5'-10* 1 7'-7' V�5" V-3, W-11" 8. -,. 4'-10* 1 V-S' --F� 7 12'-3 - 95.0 13'-5" - 5,-10" 7'-7" 5'-6- 9'-31 6,-11 81�3m 4'-Il" 111-51 5v�s 12'-3 100.0 12-'-9' 51-11, T-7' S'-7' 1--3- 7'-0' W-2- 5.-0. IV-5, 5'-9 12,-3 105.0 12'-2" 6,-0. 7--7' '5'-7- 91-3" 7'-1' 8'-2' 5. -1. 1 V-s" S, 9 .1710.0 1 V-7" 61-0" 7'-7- 1.-,. 9'-3' T-2' 8'-3- 5--3- 11m-5' V-10" 12'-3 -415.0- 141-It- -.61-11 7'-7- 51�91 lf�r 7'-7' V-r V�� 1 1-�5- f�11- 12'-3 120.0 10,-8" W-l" 7'-6" 5'-9. 9,-3. .7--l' 1'-2- 5'-5- 11 I-S" s'-O" 121-3 125*0 10'-2" 6'-2' 7-7' 5'-1V 9'-3' 7'-4* B'-3' 6'-9' 11-5- 6--1- 12'-3 130.0 V-10" 6'-3' 7'-7" 5,-1 a" 9M�Y 7'-4' 1 B'-2" I W-13" 111-5, 6.-1. 12'-3 135.0 9'-5' V-4. 1 7'-7" 1 5'-11' 1 9'-3' 7--l' 8'-3', 1 61-10, 11'-5' 6;E32; 12'-3 140.0 9,-l" V-4 27 ;7-7" 0; ;EE 7@�6" - 111�5w E 12--3 M.0 8,-10" 6,-S; 7-1- 12'-3 150.0 81-6" V-15 7'-7- :1:-� 7--0- 1 V-5" 6'-4' 12'-3 155.0 8.-1. 61-6. 7'-7- 1 S'-2. 7'-1' 7--1- 111-5, 6'-S" 1 - 12'-3 1 160.0 R' ilg�sw I- MAXJMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE.SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED tM . ULUON ORIENTATION ISAS SEEN-FROMTHE OUTSIDE (EXTERIOR) OF.SHU17ER. FLORIDA -BUILDING CODE (Nork High Velocity Hurricane Zone 0 200B TLTELO INC. -u Na tjjUS D;7wm BY.. RcQig ;hur6r5mein M.C.V.JLG. i I/Is/OB 71 ESTING ENGINEERING COMPANY EXPERT.SHUTTER SERVICES INC. 1626 S.W. PILTMORE STREET 08-255 d: tilt ... 0-1... PORT ST. LLICIF� FL. 34984 PHMM--(GDO) 74�9056 FAL-.(772) 971-ogOD DRAWING N� EB-0009719 WALTER A. 7115 Jr. P.E. F LoHDA J. , 44- 1 SHEET 24. OF 26 SCHEDULElb FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ft) FOR END AND INTERIOR MULLIONS FOR A GIVEN DESIGN LOAD (p.s.f.), & A IT-O" MAX. MULLION SPACING (ft) * DESIGN LOAD MAXIMUM MULLION SPACING MAXIMUM MULLION SPAN (FT) 4--xS--x1/4-- MULLION 4"x8"x1/4" MULLION 4'x7'xl/4' THICK (318- FLA NGE) MUU-ION @ ORIENTATION #1 ��,It ORIENTATION #2 (0)t ORIENTATION #1 �-)t ORIENTATION #2 (0) t -ORIENTATION #1 �-)t+-GRIENTATII R T ATIO J2 (0) t ENiClIfffRLOR END INTERIOR END INTERIOR END INTERIOR E ' D END INTERIOR END INTERIOR 30.0 1 12*-0" 1 V-7" ill- " w-s" 12'-6' 12,-61 12'-6" 10'-7' 12'-B' _6 12'-6" 12'-6" 1 V-3" 12'-6" 35.0 .12'-D- 10P�75 10'-11- gd�V 121�60 l2m�60 11 #�! 1 n I D--O- 12'-6- 12'-6- 2 _" _ 12--6- In--4- -12-6- 40.0 12,-D, 91-10" 101-51 V-9. 12'-6' ill-13, 11 *-4' g'-6' 12'-6" KEI 1 1 _ , Go 1 V- 10' 12'-6" .9--7- 12'-B* 45.0 12'-0- 9'�Y 10'-l" V�4#1 12'-5' 10'-111 lo'-111 91-1 . 12'-6' 1 1 _2 1 V-2' 12'-6' "-,. W-15" .50.0 12'-C- Sl�a" 81�lwp 12'-D" 10'-4" D'-7 10'-7' 8,-g" 121-6, 1 0 _7 10'-7" W-11, 8'-6' IV-51 55.0 12'-0" V-4- 70�10" 1 V-8' V-10" C'-Y 1D'-3' 8'-6" 12,-6, 1 0 _l lom�lo 11 8t�lw 124�6o 60.0 lf-O" .-C). 1--2- 7--6- 1 V-4" 3. 12'-6" 1. -1. io'-ii' 7--9- 12*-6' 65.0 12--o- T�Sm V-11, V-1- 111-01 9'-1" S. -S. lf-c 9'-3- 10,-5, V-5- 12'-6" 70.0 12'-D' 7--4- 1 8--8- 6,-1 I" 101-g"- V-91 9'-5- a V-10" 121�6o V-11, 101-1, V-2' 12'-6" 75.0 12'-0" 7--l- 81-6. 6:-B" 101-61 7--1- 12'-6" V-7- q.-G. V-11' 12*-B* 80.0 12 ' -0 V-11" 10'-3' 8--2- -0 7'-S' 12'-6' 1--4- 9. -1. 9 6 8 12;-6§; 185 51-B, 6'-2' 6'-3' -9.-,. V-1 I' a._, 81-ID1 T-2' 121�13o si-I - -2 6. -6. 12-6' 80-0 12' -0. sp�sx 81-0. 1'-2- 71�8w B.-B. 7'-D* 12'-5' 70�10* a'- I I" V-4' 12'-6' '-6' 0 95.13 WOV�01' 1 2--0- V�4" 7'-10' V�11* B'-B' 7'-5" W-6. V-10' 12'-l' 7--5- a- a. V-2- 12'-6' 1010 '-0 12'-0" 6'-2" T-S' 7--1- 8--.3- V-8, i I 7--D- -8--5- 6.-D. 1 2 '-a. 12'-S' 105.0 12 -D 6l�0" 7 61 71�10" 71�10' a' ill 2 4 MULLION SPACING: "S" SCHEDULE 2b WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN DESIGN LOAD (P.S.F.), & A 12'-0" MAX. MULLION SPACING FT) DMON LOAD (p-f.) MAXIMUM MULLION SPACING MAXIMUM MULLION SPAN (FT) @A-XV�C`114" MULLION 4"x8"x1/4" MULLION (pG214-x7-x114- THICK 6 8- FLANGE) MULLION Oty ! - ORIENTATION '#1 ORIENTATION #2 (0)t ORIENTATION #1 �=)t ORIENTATION 02 (9) T ORT #2'(0) t END INTERIOR END INTERIOR END INrTERIOR END INTERIOR END INTERIOR 300 12'-0" ql�gm ll@�V 9'-9" 12--6- 12'-15' 12'-6' 10'-7' 12,-6, 111-3" 12'-6' 35.0 12'-D" 91�2* IV-11" -2- 12'-6" IV-15" IV-11" lo'-0, 12'-G" 10'-4' 12'-B' 40.0 12'-0" B'-n. lo,-5, 8--g- 12--6- 11 I-S" 1 V-4" 9.-6. 12'-6" 9--7- 12'-6' 45.0 12'-0" '8'-4- 101-1" 8'-4* 12,-5" 101-11" lo'-111, W-1. 12--F-- 12'-6" SD.O 1 2'-0 q'-s" 12'-0" 10'-4" 10'-7o - S'-9" 12'-6" 8*-6" 1 2'::'C- 55.0 -iV-D" 7'-10" 9�5' T-10" 1 V-8" 91-10" 10-3, 8'-B'- 12*-6' 8'-l' 12'-6' 60.0 121-0'. V-6' 1--2- 7--6- 1 V-4" a. 11 .65.0 12'-0" V-2' V-11" T-2' ll'-O' 9'-8' S'-O' IV-6" V-5- 12'-6* 70.0 12'-D" 61-11, 8,-,. W-11" 10'-Q" a.-g. I.-Y 7'-110" 12'-6' 7--1- 121-61 75.0 12'-0' 61 8;-6. 10'-6' 7--1- 12'-6' W-11, 1 121-61 1 8000 12'-0" 5-1. Sr�4& a- 61-5" 101-3" 8-2 9,-0" 7'-S' 12-6 -85.0 121�0" -1-3- 1--2- 61-31 10'-1" 7--li- B.-IO, 7'-2' 12'-6' 9D.0 .12'-0" 6.-l. 1--D- 2;=l j"_ 7--a- 8.-B. 7--0- 12'-5' 44� 95.0 12'-D" -5-11" V-10" _ 12'-l" 10D.0 12'-0" -12--01- 5--l' --5'-B' 7--8- V-9- 9--7- 1 T-4- 8--5- 5--6- ll'-9- 6'-0" 12'-6' - 7--7- 8'-8' 9'-4' 1 7'-1' 1 81�3" 5.-3.1 "..- MAXIMUM MULLJON SPACING SHALL BE SUCH THAT MAX. ALLOWABLE 'SLAT SPAN' . FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF SHUTrER. A ULLJON FLORIDA BUILDING CODE (Non Eligh' Velocity Hurricane Zone) .0 2008 TILTECO INC. k . IL EC -:0 autilus oWnSr Shutter Splon N.C.V./Lo. .x N XPERT,SHU.TTER SERVICES INC. DATE ...... TILLIT ESTING & ENGINEERING CqIJPANY 626 S.W. BILTMORE'STREET OB-255 ED-0006719 9 -P..:ST. ..I, FL 34 84 PHONE: DIOO).749-056 F�- CM) 871-60D DRAWING No Pz-, s-!k= WALTER A. TIU-rr J, P.E. FLOPJDA U� 1 "167 SHEEr 25 or 26 4f SCHEDULEIc FLOOR TO CEILING (TRAPPED) MOUNTING MAX. SPAN (ffl FOR END AND INTERIOR -MULLIONS FORAGIVEN DESIGN LOAD (p.s.f.), & A T-0" MAX. MULLION SPACING (ft) DESIGN LOAD WXIMUM MULLION SPACING MAXIMUM MULLION SPAN (FT) 4-�X(3'�X`1/4" MULLION 4'W'�xl/4" MULLION 4"X7'1 @ 4'x7-A/4' THICK (31F FLANGE) MULLION ORENTAnON #1 .�=)t ORIENTATION 92 (0) t OMENTAnom #1 -�-)t CRIENTAT10N J2 (0)t kORIENTATION #1 �-)t ORIENTATION J2 (0)-t. END INTERIOR END INTERIOR ' END INTERIOR END INTERIOR END r INTERIOR END INTERIOR 3000 7'-0" 12'-6" 12'-6" 12'-6" 12'-6' 12'-6" 12'-6" 12'-6" 121-6" 12'-G" 12'-6' 12'-6' 12*-6" 35.0 7'-0" 12'-B' 12'-G' if-6" 12'-6' 12'-6" W-15' If-15" 12'-6' 12*-S" 12*�V -12'-S" 12'-6' 4OiO 7'-0- 12'�6& 12'-6" 12v�Eiw 12'-B' 12'-6" 12'-B' 12'-6' 12'-6" 12'-6" 12*-S' 12'-6' 12'-B" 4560 7'-0' 12'-G' 12o�()" 12*�Sm 121�60 121�60 W-6, 12'-6' 1 . 2,-G" 121�6" 121�60 12'-6" 12,-B" 50.0 7'-0' 12'-6" 1 V-7" 12'-B' 12,-B, 12'-B' 12'-B' 12'-6C' 12--S- 12--6- 12R�6m 12--6- 12--6- 55.0 7"-0' 12'-6' 1 V�Y I 2'-G' 12'-6- 12--6- 12'-3- 1 1 . ro 12'-B" 12'-6" W-6, 12'-B" 12'-G" 90.0 7'�On 1121�15o 10'-11"- 12*-:6' 12'-6" 12'-6" 11'-11' 12--6- 12'-S' 12'-6' 12'-6' 12'-wS' 12,-B, 65.0 7*-D' 121�6m 10'. '. 12'-1' 1 12'-6" 12'-S" 1 1 V-7" 12'-6" 12'-6* 1 12'-6" 1 12'-6' 12'-6" 121�15o 70.0'. 7,-0" 12'-6* 10 ffi�5" Il'-s" 12'-6' 12*-6' 1 V-3' 12'-6' 12,-6, 12'-6' 12'-6" __L2'-r' 12'-B' 75.0 7'-D" 12'-1' 10'-2' loo�i 1. 12'-6" 12'-6" 1 V-0" 11'-11' 12'-6" 12'-6' 12'-6* 12'-6' 12'-6" 80.0 7'-0" 11'-6" 1 9'=11" W�sm 12'-4" IV-15" 10'-10' 111-5" 12'-S' 12'-S' 12'-4" 85.0 7'-D'- 1 V-O" 91-,. 10'-2" *12'-l" 12'-6* 10'-7' ill-01 12'-6" 12'-6' 121�0" 111-4n 121�6o 9060 7--0- 10'-7" V-7" - W-10' 1 V-10' 12'-S" 101-5, io'-s" 12'-6" 12'-2' 1 im�s'. 101�106 12!�E;w 95.0 7�-O" 1 D'-2" 9,-5" W-6, 1 V-7' 1 V-1 1" 10*-2' 106-4" 12'-5' IV-9, 1 V-4" 10,-5* W-15" j DO.0 7'-0' V-3- gp�3b 1 V-5" 1 V-15" 10!�Oo iot�i* 12,-B" 11 5�5m i V-O" IV-1, 12'ZF- 105.0 7 .-C). -W-10" 9-1, 11 �-r 1 V-2' W-10, V-10" 12'-6" 11 L-1" W-9, W-B" 12'-e 110.0 7'�Ow 91�36 81�11" 86�1 D" 1V�io *10'-10" 91-9. 1--7- 12'-S" 10!�q� 1O'-S* "-,. 120�66 -tl5.0-m 7'-D" .2'-X W-10". W-7" V-TV-44" -.W'-7- V-V V-5" + 4-?.!--C! - + W-5" W--I� I - V-1' 42'-6� t 120.0 7--0- 81-9. "-,. ZI-S" W-9, I 0�3" g.-S. gp�3" 12'-6" 10'-2" 101-1" V-10, 12'-S" 125.0 7'-D" 8'-6" 8--7- 8'�2ft 10'-7" 10'-0' 9--4- W-l" "121-6, si-11" W-10, 8'-7' 12-61 130.0 7--0- 8 . -4 -5" a.-O. lo'-s 91-1. 9'-2' W-11" 12'-6' qi�qm -W�sw E11-5. 12!�G* 135.0 7'-0' 8'-2' 6 -4" 7'-g' 10'-4' 1--7- q.-I. 12'-S" 9'-6" 12'-B' 140.0 7--0- B'-3" 7'-7' 10'-1" 9'-4' V-0. 1--7- 12'-6" 9--4o 9--4o $'-D" 121�6" 145.0 7--0- T- 10' 8'-2- 7'-5' q.-g. 9--2- W-10o "-,. 12'-6p .-2' g'-2" 7--10- 12o�S" 150.0 7--0- V-13" s.-I. 7'-4" 9'-5" q*-01 "-,. 1--4- 12'-6' 81-11' 7'-B' 12'-B' 155.0 7--0- 7'-6" a -2" 7 '-2' -2' -1� B'-B' 8'-3' 1 -5" 11 -1. 81-10, 7'-6" 12--V 160.0 7--0- 7'-4' 7-� 17+ 7'-D' I 8-�10'BN� 1--7- -1. 12' 2'-2- 8--g- 7--5- 12'-6' MULLION SPACING: "S" SCHEDULE2c WALL MOUNTING MAX. SPAN (FT) FOR END AND INTERIOR MULLIONS FOR A GIVEN DESIGN LOAD (P.S.F.), & AND 7--0" MAX. MULLION SPACING (FT) DESIGN LOAD MMUM MULLION SPACING MAXIMUM MULLION SPAN (FT) @4'-X6�114- MULLION 4'W"xi/4" MULLION G21 4VXi/4'THICK Or FLANGE) MULLIO ORIENTATION -#1 END F1WrM-IOR END INTERIOR END INTERIOR END INTERIOR END INTERIOR 30.0 7-0" 12'-6' 12'-6" 12'-B' 12'-S" 121-61 12'-6' 12'-B" 12*-6' 12'-6" 12'-6" 35.0 7'-D" 1 12'-6' 12--6- 12*-6" 12'-6" 12'-6' 12'-S" 12'-S' 12*-6* 12'�Els 12'-6' 1 40.0 7'-0" 12'-S. 12'-S" 1-2'-6' IV-6" 12'-6' 12'-S" 12'-S" 12'-6" 12'-6" 12*-B" 45.0 7'-0' 12'-6" 12$�Olg '12'-6- 12'-6" 12'-B* 121�6n 121�6" 12'�Sm 12'-6" 12'-B' 50.0 7'-0' 12'-6' 1 V-7' 12'-G"- 12--6- 12,-6, 12,-G, 12,-6* 12'-B' 12'-B" 12'-6" 55.0 7--1- 12,-6, 11 . -3" 12'-B"_ 12*�6m 12'-6' 12'-3' 12'-B" 12'-6" 12'-6" 12'-S" BOMO 7'-1' W-15" 10--11- 12-- 6- 12--6- 12--6- 11--11- 12'-6- 12--6- 12--6- 12'-S- 65.0 7'-D" 12'-6" 10'-B" - 1 12'-1" 1 12'-6" 12,-6, 1 V-7" 1 12'-B" 12'-S" 12'-6" 12'-B" -70.0 7'-D" *12'-B" 10'-5" W-13" 12'-6" 12'-6" 11'-31 12'-S" 12'-C 12'-6" 12*-6' 75.0 7--0- 12'-l' 10'-2' 10'- 11 12'-G' 12'-6' 11 1-0* W-11, 12'-6' 12'-6" 12'-G" 80.0 7--0- IV-6, q,-1 1 101-6* 12'-4' 12'-6' 10'-10" 11 *-5' 12'-6" 1 V- 11" 1 12'-B" 85.0 7--0' 11 9--9- ID'-2- 12--1- 12--6- 1D'-7- 11--0- 12'-B- 11--4- 12--6- 90.0 7'-0- 1 10'-7- S'-1 o. W-10" 12'-5" 101-5" 10,-8, 12'-B' 101-10" 12'-6" G&O -�-00-x 7'-D' 7'-')' 10,-2, W-51 9 .-B. 11 I�7a iia�iiw 10,-2" 10'-4' 12,-6, 101�5" 12'-6' 7--0- ' 7 9�10- 9--3- 9--3- 11--5- 11--6- 10--o' jol�jw I 2,'�6o 10?�io 121�6m 105*0 7'-0* 7 0. V-6. 91-1 . -W-3' 1 V-2" . 9 .-10 . W-10" 12*-6' S.-8. 12'-6' 1110*0 7--0- 9--3- W-11, 8'-10 1 V-1, 1 10'-101 9,-g" 1--7- 12'-6" 9.-S. 12'-6'- 7--0% 9--O� -V-10- 101-Irf, -TO,-7" V-7- 9--r' ' rz-G!- 120.0 7'-0" 81-9. 8'-8' 8'-5" 1--3- 9.-5. 9.-3. T2 �-6' 9'-10' 17'-6-- Imo 7--0- W-13, 8'-7" 1 8'-2' 10'-7' 10'-0" 1--4- q.-I. 12--6- 1 8'-7' 12'-B" 130.0 ' 7'-0' 8�4" 8,-51 81-0. 110*-flo 9' 91 g'-2" 8*-11' 12'-6" 135.0 -TAZ.0- 7' 0" 5' 2" V-S" 10'-4" 9'-7' 9 1 -1 5.-g. 12'-6" B-3- 7-7' 10-3 ---1'-2 E--4- 9; -0 '-7" B;Z2*. 12'-6" 145.0 _O. 7,_l 8--2- 7'-5" 101�1" B-10' '1-6. 2;' _16 12'-6' 150.0 7,_O. 7._8� W-1. 7--4- 10,-o" q.-o. 8--9- 8--4- 2'-6- 155.0 77-.-� 7 -1 D 160.0 7,_G. 7._4. V-1 1 * 7- g,_g 1-7 12'-2" 1 7-5" 12'-6" 'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWA13LE SLAT SPAN FOR THAT DESIGN LOAD SHALL NOT BE EXCEEDED. t MULLION ORIENTATION IS AS SEEN FROM*THE OUTSIDE (EXTERIOR) -OF SHUTTER. dULLION FLORIDA BUILDING CODE (Non High Velocity Eurricone Zone)] �L F 0 2008 TLTECO INC. Nautilus RAWN D BY: RoftingshuffersrZiern C.V./LG. 11/18/Gs EXPERT SHUTTER SERVICES INC. DATE -- - - I'll TESTING & ENGINEERING COMPANY 'a W161 W, 1626 S.W. BILTMORE STREET 08-255 PORT ST. LUCIE, FL 349B4 PHON& (aGD) 749-9055 . FAX: C/72) 871-13990 DRAWING N� ED-0006719 WALTER A� TILUT J� PX- FLORIDA U� f 44167 2 SHEET 2S OF 26