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HomeMy WebLinkAboutSUBMITTED PAPERSPermit N,, - ---',er: 1�.Q•nI3-0 St. Lucie County Building & Zoning Department 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT c/c/L, C OUntY SEE REV ERSE SIDE FOR INSTRUCTIONS DATE: 1. LOCATION/SITE ADDRESS: Z XD8 W l) Gt-g �A (-A . _ Q� 1�l`� , � • 8`�O 2_ PARCEL ID NUMBER: �?� -%ac5- bot a- 11 SECT I I TWP I I RNG I I MAP I I ZNC I I LU I I INIT &i 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: I �S�-��I Z 0. S"kkttS 4. TYPE OF STRUCTURE: SFR X S. OWNER INFO 4�N Name: II gnu.»s Address:.24P=8 -1 r+n C- . City: fa1H State: F 7ip:3 cno Phone: `H2- 8-+3- 58nq Type of Surface attachment: Wood Frame ADDITION OTHER G. CONTRACTOR INFORMATION FL Reg/Cert #: CXC-' 0S$01 County Cert #: Zc= 3 Business Name: t4 Concrete Masonry Other Product Type Maximum Opening Pressure per A.S.C.E.-7 Product Compliance Report # Method of Attachment As per Product Approval or Engineers Anal sis 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing Removable Panels Accordion -&041.g 399-Qz 10., Roll Up -40t. S 7" •• - Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. '!- ,.`SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $�J 5 7 i FEES DUE: RECEIPT: !7 ! OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is collect and that all work will be done in compliance with all applicable laws regulating construction and zoning. a►x.,, L. at gln.Qn L 0 6� PRINT QUALIF ERS/OWNERS NAME SIGNATUREOFQUALIFIER/OWNER STATE OF FLORIDA, COUNTY ACKNOWLEDGED BEFORE ME THIS l 'V- DAY OF ift:. , 2010 , BY, I- C) '( r:ew) WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. -z SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTA Y TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. COI,TJXRsi ENDS ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. iwYPp•• KENNEmfHR lNta =_ ;= m CO1,1 ISSION 1E OU 803187 EX?IRES: Novembar 3, 2012 Bon dedThruNotaryPublicU:ider,�,ar F JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3538619 OR BC.;' `3249 PAGE 2522, Recorded 12/01/2010:`-.10:39 AM AFTER a4Muo1NC nEn 1_aM T j -_'Jatis, aiuu:n 6L Shutter Corp. 3001 9E Gran Fart Way cEBh11LN1IAt01B Stuart, f L 34991 711. apnn• k n+emv�lur�nrorEl r mf•. I 772.287.6476 J NOTICE OF COMMENCEMENT The urIdersigned hereby given notice that improvement will be made to certain real property, and in nctordonce with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. ANZ-T - GoS _ Co r 8 - oc-o - 3 1. DESCRIPTION OF PROPERTY' (Legal description and street address) TAX FOLIO NUMBER: SUBDIVISION"a'Ltio:BLOCK TRACT LOT DLDC UNIT :^lk Fa.A, 2. GENERAL DESCRIPTION OF IMPROVEMENT: Aew+.tE rt.t th i h p w 3. OWNER INFORMATION: a.Name G e"It. W. bkwils b. AddressZ. .l W P��1r1 FUN Ci f Lt i4� K 3s(490 c, interest in property ►•s A d. Name and address of fec simple titleholder (if ether than owner)_ ►s IiA 4. CONTRACTOR'S NAME, ADDRESS AND PHONE S. SURETY'S NAWM ADDRESS AND PHONE NUMBER AND DOND AMOUNT: ri I Ar 6. LENDER'S NAIIM ADDRESS AND PHONE NUMBER: tJ 14 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (1)(a) 7.. Florida Statutes: NAME, ADDRESS AND PHONE NUMUER1 'i( S. In addition to himself or herself. Owner designates the following to naive a copy of the Lienor's Notice as provided in Section 713.13 (1)(h),Florida Statutes: NAIVE. ADDRESS AND PlIONENUh1DERr j Ar 9. Expiation date ofaolice of commencement (the expiration date is 1 year from the data of recording unless a different date is specified) . 2G_. Sict atorc trner or Print Name and Provide Signatory's Title/Orrice Owner's Authorized Officer/DirectorA'arinedhtonager State of Florlds County of Sir �,C:t The foregoing instrument was acknowledged before me this 304^ % day of 00%0- —bdl"w, . Y0 I u (Printed name of person signing above) (Type of authority... e.g. Owner, officer, ttustec, attorney in fact) For (Name ofporty on behairof whom instroment was executed) Personally Known_ or produced the following type of ID: _ T�Q+ e9'`Do-3 —o KL14NE711 R. KING ...4,` vs'H e• 1G: n � AfY.1i•t+5i15310V i CC Qr13107 (Printed Name orNolary.Public Signature orNatery Publia) (Seal) ' l0. EX P kF.& NOverr�xb.- -012 13. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts in it are true to the best of my knowledge and belief(seaion 92.52S, Florida Statutes). I oture(a) orOwner(s) or er(s)' Authorized OMeey/DDiirector/Partoer/Managerwittosigned above: l (Signature) (Printed Name) STATE OF FLORIDA ST, LKIE COUNT\' `"'r �n rrt rr_nT trI/ TQa'r Trw-, 11; A i Ru OW By: 571 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 o FAX (772) 287.9740 E-Mail: sales@gulfshutters.com www.gulfshutters.com License #CRC058017 ORDER FORM Name !' Date Address �?� 9�'j%' ;, ;., r� r; :v r Subdivision :r- d ,`` City State' Zip ' t`� Y Phone (Home) :�= 3 v ;�Jr��� � (work) Approximate Installation OPG # TYPE OPENING WIDTH OPENING HEIGHT TRACK COLOR COLOR PANEUSLAT GAUGE STACK R/L LOCK 1/0 REMOVABLE TRACKS BUILD OUT MOTOR/ CRANK STORM BARS APPLICATION FLOOR ,� ;�� �� 1 �fJ "ate"/ l�G�.�+� �C-'/_'�- •. r ;. � �� �r , , ,-G� A ' "� YbdJ "M YC 1 ,1i / d % �i fil .�.'✓�/•' :��.'', 1Y �,.✓ .l 't .i +l�d' v '.� %� 7 ;:y`, J1 7 Oman 6 a�ao Electric. Buyer agrees that any necessary electrical connections will be made at the closest souce of power. Any changes or variations will be an additional charge. DO NOT SIGN THIS CONTRACT UNTIL YOU HAVE READ ALL CONDITIONS OF THIS AGREEMENT Interest -Buyer agrees tqpay a 11% per month interest charge on any unpaid balances. Costs of Collection - Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of cieilecii/2 on in the eventful paym, nt ouVned herein is not made within 10 days of the completion of the work outlined herein. Acceptance of Proposal -The above prices, specifications and cortt,ti�o/ns�a�r%e'satisfact yand ' yapted. You are authorized to do the work as specified. Cancellation Fee 20% of contract. Paymentwill be made as outlined above. Signature y")�G/ � � Date Salesperson Ly,�,� . ,� � 1.� .- Date Gultstream Alfirninuin and Shutter Corp. ' Page li of ,.,' Key Storm Panels - SP Accordions - AC Bahamas - BA Colonial - CO Rollups - RU Lexan - LX Garage Brace - GB Application I<ey Wood - W Block - B Stucco Over - SO J Ij DEPOSIT 50% we- `v9 BALANCE ON COMPLETION 1, / It is understood that there are n verbal agreements and all items discu ed are covered by this written contract. This is a proposal until signed by an officer of the corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 working days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical orverbal changes aftersigning must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. EAR GUARANTEE 3001 S.E. Gran Park Way, Stuart, Florida 34997 (772) 287.6476 • (800) 244.4143 FAX (772) 287.9740 E-Mail: jobrien@gulfshutters.com www.gulfshutters.com Lic. #MC00231, SL 1211, PB# U-17051, CRC58017 LAYOUT SHEET Special Instructions: Storm Panels - SP Accordions - AC Bahamas - BA Colonials - CO Signature Date Salesperson .ec--.7y Date Page ..? of Key Rollups - RU Windows/Doors - WD Retractable Awnings - RA Ultra Lattice - UL raga 1 Ul G ..,""'�rriv�s��a'.YMR "tW �£�b'-r�i��+''gg�:j,'.ax iY �Ss�' CvL.�tdi x ESkI�f d, rt .� BCIS Home I Log In 1 User Registration I Hot Topics ( Submit Surcharge I Stats & Facts I Publications i FBC Staff j BCIS Site Map I Links I Search 1 Product Approval USER: Public User F1q is ._gg rR Oval .[ygnu > roduct oLApQli.,at on-5�arch > Ap Icatlon.Llst > Application Detail FL # EL389-Q Application Type Revision Code Version 20,07 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 lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category E�A s Subcategory a9 rY on 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. W Validation Checklist - Hardcopy Received Certificate of Independence FL3a9 R2 CQI Certjficatjon Df,IndepeDde Ce,PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2002 h4://www.floridabuildiiig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOt... 11/11 /2010 l ri avaauJa a�uaauaaas vvuv vaauuv a"5j t vac ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/10/2008 Date Validated 09/15/2008 Date Pending FBC Approval 09/19/2008 Date Approved 10/14/2008 Date Revised 11/03/2010 2002 2002 1994 Summary of Products FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by Blade 1 Only- (Non-HVHZ)- Drwg tracks (top and bottom) for storm protection #08-227 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R2 II Drawing 08-227 PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D" max. span is 16'-0" for FL389_R2 AE_Product-Evaluation Report_PDF 30.0 p.s.f (for symmetrical and opposing centermates). Created by Independent Third Party: Yes See sheet 9 of 14 of installation drawings for other spans and pressures. This product shall not be installed within 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 l5 Accepts: cli�ESI: SCClIC1T.!U.L`i'i2tC:S Yeri5{9n a Trusted ,� VERIFY http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOt... 11 /11 /2010 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS 8EEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT Be INSTALLED AT HIGH VELOC17Y 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 JURISGIC31ON WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd-0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED. WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS fOR WIND LOADS WAS = USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214,01-03 AND #0715.01-03 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1855 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 STREGHT. 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. J. 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 318 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. S. BOLTS TO BE ALUMINUM ASSOCIATION 2024-T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. S. IT SHALL BE THE RESPONS1131LITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. OONTRACTOR 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 WI WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK l& OR ALTERNATE LOCK 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 ® . 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.O. 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.R. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �L G C 0 1Ne. TILUT TESTING do ENGINEERING COMPANY 15 N.W. 380. St. S4 309, %9=" CARDEM FLORK A 3315a Phone : (305)871-1530 . Fe■ : (305)87I-1531 Ln—ftoi.com EB—pOOa719 WALTER A IUX Jr, P.E. FLOROA Uc j 4+167 F.B.C. AwSmS.A. American Shutter Systems Association, Inc. 4268 Westroods Orive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-6380 ® 2008 EASTERN METAL SUPPLY, VC. BERTHA HV TM Accordion Shutter Systen ft DESCRIIT1aN DATE Oro.n bV7 F.P. m es-ue tJee/RA DATE: 09/OS/0 DRAWING Na 08-227 et•�23i o "q�'�. . 34, a 7' 4.4157' � _4. HVt81>z1DE�' COVAE0 ONDERtU" US PA 'ENl'- 5458179 .9 7' 0 A 'aefor, i v 870 0 -v 0 ].5 ' OB HV f Wff HEADER 1 VMIES 1.938' e m 0 m • .093' .0 3 — • 0. 8' OHV ADJ. TRACK 1. 3.529' (f)HD 2" (Max.) 8/0 HEADER/SILL jii 2 3. 29' 1.1001 flu .0es' r O HV ADJ. ADAPTER W/LIP YARIM 2- 1,915 oc O _ N a90 `_ N .3 5' e P-1Cti ® H.V. 2" (Max.) DIRECT MOUNT .zso• TM O hi 3 ODD' QO 3" FLOOR ANGLE P.E. 4 576' 293' 45 S. 062' 4 1.3 5' rHV CEtd7ESMA7E_.( (STIN EQi1 Gj— 1zs• TYP. CI Y FR M TO 9. 0' ©1.01 WALL ANGLE -•ns. = �167 �•111.811ATAITT WOM1111312F_tII4111FAWa x r I t +• 1' a.062' 1• 2• 10.062. 2• 2' 0.08Z' 2' 3• 0.062• 2' 4' 0.082' 2• s• oaez• ®SIDE ANGLE �7ji EC 01N�. TIWT TESTING & ENGINEERING COMPANY v N.W. 3e0. St.. S1.. MS. VWAM Gu C1% FLOP= 33100 Phone : (300871-1530 . Fay : (305)871-1531 e—mall: Wgc.0o 1.eam E6-0005719 WALTER A. TILUT er. P.E. FLORIDA Lk. ( 44167 O 1 .093• 093' $ 570 3. 9 • (DE CEILING HEADER/SILL # 2 46-9� OK HV 90'/18T STARTER ® HV CORNER CENTERMATE # 3 X Y t 2' 2 0.123' 3' 1 3• 0.090• ®CQRNER P_Q F.B.C.(Non WO Velocity Hurricane A■SxSaAn American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 W 2008 EASTERN METAL SUPPLY, INC. BERTHA HVT" Accordion Shutter Sv as a 1" DRAWING No 08-=227 VARIES. 12' MIN. (NE DCD4M CKI R , 1> 'MSQWV_ff"r 4) 3/8"o-16 AcErAL THUMBSCREWS I Z4" 0-20 S.S. THUME35GREW W* 20 ',—= C-Sr ROM PNNTIZI LL sWM PANIED Ess TU P911A 11RASS CnINM BRASS CYUNDER A: KM (CHIVUE (OMMC PtA=) EGRESS'` LOCK so' 00. F-LA-STIC HEAD MOLDED 70 SCREW j AFrER RIVETING BEFORE RIVETING 1/4-0-20 RIVNUT ALTERNATE LOCK (TO BY LOCK E) (SEE NOTES ON SHEET 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERr. PART # 0620, AS MANVFA=RED BY AVIDEL CHERRY M70RN. PARSIPPENY. NEW JERSEY 07054 OR EQUAL WHEEL P NYLON ASSEMBLY SM WASHER NY AT VERY T OTHER HER KNUCKLE L 02 SHORT RECESSED NYLON RUSHING. PIN y I w BLADE li ACCORDION PIN dt LONG RECESSED PIN #102 3/4' N.V. ACCORDION PIN W/ J8 HEAD 0.188'0 AISI-\ 302 SERIES S.S. RIVETS ACCORDION PIN XPIC-AL-SRUTTER-ASSEME 00,32 WHEEL---C-A-ERIAGE�-:,:QE-TAIL 7TI L�TE C v TILLIT TESTING & ENGINEERING COMPANY sm ILK IJKL sl. st. 3= vpGom Gw="' n=4 3310 Ph- Fa. 1 (30)871-1531 M- 0067 onLLrTIgX WADER A. I,. P P.E. S6L'/.5r4 FLOMDA LTC. j 44167 AISI 302 SERIES S.S. WHEEL CARRIAGE NYLON BUSHING j14x2 3/4' H.V. ACCORDION PIN W1 18 HEAD lVaSEMBLYALATY1091M F.B.C..(Non High Velocity Hurricane 02008 EASTERN METAL SUPPLY. INC. nion"ll"MA HQ/TM'A.S.S.A. Accordion Shutter Sy IEV. N4 DESCRWn 0 - �OATEF American Shutter Systems I -Igo I vww I LATE: Association. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 DRAWING No 08-227 1. MANDATORY CONDITION #i c 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 (D OR ® CENTERMATES W/(2) 1/4"0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDrmm it, IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES d OR SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONfI KON 821 LOCKING ROOS 0 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 1E2e ONE HV LOCK ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO 'CORNER CENTERMATE W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S. M.S. TWO LOCKING ROOS 0 AT TOP do 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 SHEEr 9. ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4' S.S. THUMBSCREW TO Q OR (2) CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4' ALUM. RTVNUT AS SHOWN ON ALTERNATE SECTION 12. SHEET 7. .E. e i 3113, 0-0-NN'l �oAOaaOwO IL E C ® INC. TILUT TESTING k ENGINEERING COMPANY SS N.N. ZAN St, Sh. 309. VI0.O" GWWI% FLONVA 3310E PBon, : (305)971-1530 . Ph : (705)871-1531 e—Mau: uft.o aal—ffl E9-0999719 WALTER A. iIWT dr. P.E nom uc. j 44167 TYt?ICAL SHUT rER E E+�IATtON... F. A.S.S.Az American Shutter Systems Assoclation, Inc. 4268 Westroods Drive West Palm Beech, FL 33407 Ph: (677)999-2772 FAX: (561)209-8380 3 ORNER WE (lion High Velocity Hurricane Zone) 0 20M EASTERN METAL SUPPLY. INC. BERTHA HV` Accordion Shutter System an DRAWING No 08-227 CONCRETE ANCHORS SEE SCHEDULE ON 1/1•m-20xJ/4' 95. sm. t0) MACHINE SCREWS USING POURED 1/4'-20 NUTS 0 12" O.C. CONCRET£��Z� .. ..,_ I. MIN. SEPARATION 1 . 0 ► L a L �� � C L r ': 1 \--CONCRETE ANCHORS POURED CONCRETE (SEE SCHmuc ON sNEE'r lo) OR CONCRETE BLOCK _ POURED CONCRE 'WALL REQUIRED rz1 yyy�tL�IK1017D?'f1N--INST,-A �ATl an CONCRETE B WALL REQUIRED 8 7 D.C. nNniF FORCOMBINATION OFEC STIONS; 1- SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY S CAN IN ANY WAYN TO SUfr MANY INSTBALLATION.INED e. D. - EDGE DISTANCE (SEE NOTES * SCHEDULE ON SHEET 11) INSTALLATION DETAILS . F.B.C.(Non High Velocity Hurricane Zone) `�� O+J•R4f ��•'�°j• • �_ •:� • �'�-`'F� °• 4'• - ', ' - " •� •. y ��+��• (� $} q9(r(r1p1p1,, P.E. SEAC/%NAVRE/DATE IL E C.® Errs. AS■S■A ■ American Shutter Systems Association, Inc. d268 Westroads Drive Wes: Palm Beach, FL 33407 Ph: (877)994-2772 FAX: (561)209-8380 02008 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System TILLIT TESTING d ENGINEERING COMPANY SM N.W. Teo• SL. am am, MRGm a•RDom FLam" 311aa Pha,+ : (30! 871-1630 . Fox : (Sos)871-1s31 ii: rmatle+wOaoLcom EB-0000719 WALTER A TUIT Jr. P.F. FLowDA uc / 1+1e7 'IV- N OESCRIP110H GATE Oran FP. t aam-N, +m�A DATE: 08/05/08 2 DRAWING No �$— 22% 7 4 SHEET 'S Of 14 a CONCRETE ANCHORS DOE OF 1AS IF PUCABLE NOTF FOR COMRINATION OF SECTIONS: I— SEE SHEET 3 FOR TYPICAL SHUTTER 1, A ASSEMBLY MIN. Ti'OSEPARATION G2— MOUNTING SECTIONS CAN BE CONEI14ED W ANY WAY rO SUIT ANY INSTALLATION. • E 0. — EDGE DISTANCE • i , i i (SEE NOTES k SCHEDULE ON SHEET I I) EDGE (;aNCRE1F..i ' E. D.• REQUIRED flAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) © WALK —OVER MOUNTING INSTALLATION I. SEPARAT TO CLASS GLASS M14a3/4' S.S. HEX HEAD TER SCREWS O 9' O.C. OR 1/4'11-20 1 S.S. M.S. W/ NUT D 9- O.C. TSORE HEX WASHER HEAD E i TEX R SCREWS O 12' O.C. ' CONCRETE ANCHORS (SEE SCHEDULE ON SHEEr 11) 'fin EDIX v CONCRETE ANCHORS SLAB/ 1%2 1 — EDGE OF fNam, (SEE SCHEDULE ON SHEET 10 APPLICABLE Ea. E.Q. I SLABIf THIS INSTALLATION STALL BE I i REMOVABLE WHEN PERFORMED r EOCE OF ADJACENT TOCONCRETE OR ENTRANCE OPERABLE EXIT 1 I/Z� I 1/2 CAJ31J REQ CONCRETE REQUIRED— '—E 0. ® FLOOR MOUNTING INSTALLATION t 08 FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS F.B.C. 0 2008 EASTERN METAL SUPPLY, INC. A,S■S.A■ BERTHA NV` Accordion Shutter System �� ����• ��% • r American Shutter Systems Association, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 TILLIT TESTING & ENGINEERING COMPANY 3M Kv. 3elh. St. 54. 3*% VMM CARSLt+s. FLONA 33109 Peoe• 1 (=)871-15X . Fai : (305)IF71-1531 .—man:l6e.anOaoLaam E8-9GOer1a WALTER A. TILLIT ar. P.E FLORICA Ua. 1 H197 Ev, SOLD 11111 Da.n F.P. 1 tto as w VaaA M DATE: O9/09/08 2 DRAWING NO 08-227 — h•—�� C�] rJGr��; c �, P.E. S�s<ATE 3 4 5 SHEET 6 Of 14 s (4)I N i MSTING GLASS µ xa�� �4@R ON ®� LACKS Qw 4. o U T ,4r j l I SFF END WALL CONNECTIOI g OR©ORROOR EXISTING CLASS DETAILS ON SHEETS 8 1 i Q°RO'LJOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — A Z'>t2'at/8'aG'-Z 6°a3-T6 "LL°h AL1Dk. ( 3 ale 7• 8 1/2� 7. . OPPOSING SYMMETRICAL E wC2� 1in4'coNc I I +/z C NT RMAT S CENTERMATES (TOP/90To T 0xl/2' S.M.S. 7G TUBE AT EACH ANGLE (n'P) ,L � � „Cv ,�* 1' MIN. /10■3/4' S.M.S. O 12•LOCK y;��,s+J SEPARATION O.C. FULL LENGRi. �J I TO GW.SS 117 ' \� °O @*� 1• MIN. I � OPAOW SEPARATION (WL TO GLASS L /1 U OR U* A / A L ORO OOR L L DRUM LoR® OUT w* SECTION 1 Z GLCRETE POUREO CONCRETE OR CeGSTINC ASS CONBLOCK WALL — — — — — flEOUIRED SYMMETRICAL * ITy g oROoROOR R AT S oPnwx ^ t• MAN. r W GNTEApR) OOR& I 'ORO O GILASN K I CONCRETE • rt..r•-�T6! I� _ A i -1 Arm IE / 07 AANC1b' O.C. : tEXTERIOR) W T-y lJT L(I jGRO o U I I 6 1/2' Mo. SUCK U 1 v U ��i ALTERNATE SECTION 12 SECTION 12 AT SLACK DETAIL (IF APPLICASLEi SECTION 1 AT CORNER CENTERMATE #3 F.B.C.(Hon High Velocity Hurricane Zone) ��� •'•• 02008 EASTERN METAL SUPPLY, INC. •7o � ®�N�. A■S■S A■ BERTRA HV TM • -'••.� Accordion Shutter System F- :e•:a=4 7ESTINO k ENGINEERING COMPANY cv. N ocacelrnoLl OARoA.a . F.P.TILLIS American 51117�tOr Systems I as 0-12. e/m/w DATE: 09/05/08 ^• _ •- _ • Nr aau. S1. SU. MS. VWA CMD0, r AVU 33106 Phone : (WS)671-1530 . Fax : (305)671-1631 Association, Inc. 4268 Westroads Orfve 2 DRAWING No a q ^F,•`r).g•'�f16 a-maa: tllneaoaN.eom EB-W06718 West Palm Beach, Fie 33407 {}$-22] -• - P.E. SEAL/SIGNATURE/DATE Wumt A IkUT Or. P,E. FLORIDA Ue. 11167 Ph: (877)999-2772 FAX: (561 209-8380 a SHE=7 HE- a 7 OF 14 •POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE O 16 ' 0. O.C. EXISTING CLASS / __—� 2' MIN' EO EO 1' MIN. L ; ; oARAJ10N 1/16•x3' MAX. (50B3-T6)— CONT. ALUM. CLOSER (LOCATE AT PLATE (LOCATE AT EITHER SIDE OF NQ) 1/H EITHER SIDE OF KQ) 1 %2' MIN.j J10x1 " O.0 0 18O.0 of 16' O.0 SEE DETAIL X FOR SIDE CONNECTION ZZ © (D TO TRACKSOR OR R OR®+OORQ END CONNECTION DETAIL 1T POURED CONCRETE OR CONCRETE BLOCK WALL _ RE QUIRETI —EXISTING CLASS 1' MIN. 16' O.C. 2" POURm CONCRETE POURED CONCRETE OR CONCRETE CR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS � rr 1' I MN TOSEPARGLASS SEPARATION 'OURED CONCRETE :R CONCRErE 1LOCK WALL REQUIRED EXISTING GLASS C i SEPARATION --1 TO GLASS *USE 1' OR 2' MAX. 1 1 (AS APPUCABLE)x2'xI/8NO'-Z• ' 1 ALUNONUNt CUP ANGLE t- (6063-T6 ALLOY) AT MIDHEIGHr l W/(I)Alexl/2' S.MS. TO©& (2)1/4'9 TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER SIDE OFQ) SEE DETAIL X FO J 51➢E CTTONN OS SEE DETAIL % FO ORQOR®OR® SIDE CONNECTION rn raACKS OR(DCR(DOR(D 't OR®+OORQ OR®+QORQ END CONNECTION DETAIL 20!"��� - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING _ GLASS dtOxf/2' S.M.S. yw // O 12" O.0 SEPARATION ____•_____. CONCRELE 1/2' MIN. To CLAW ANCHOR 12" O.C. EO t (2)914x1 3/4' -.= h I . HV PIN. 2' �ORQORQOR© 6 �QRVOR(V END CONNECTION DETAIL 5 OR®+QEND CONNECTION DETAIL ➢RQ oR®+QCRQ •i•41r.C.wsS!••v , IL E C � 1NC. J .... •ia.Y. 4-4�t'?F �- TILUT TESTING & ENGINEERING COMPANY :� _ KM. 3e1x. St, sv. 7CS,.NxONu 0AIw0iA noxw. 531ee . :{ v,^• .. Phone (30S)511-1530 . Fax : (305)671-1531 e-mau; uRweeoaal.emn �41'i�Q� f PZ WALTDTIU r �J_. '.E. SEALr5{GNAT1)fiE%DATE TTL Jr. 44I67 OR®+OORQ END CONNECTION DETAIL ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' (2)#1 (DORQ OR©OR® OR®+QORQ LV_ y�v P r� -CAI s- - F.B.0 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 (Non High Velocity Hurricane Zon 02008 EASTERN METAL SUPPLY, WC. BERTHA HV TM Accordion Shutter Syste 14 DCSCRIPTwR DAT[ Drawn br. F, as as_;n .E. DATE: 09/06 DRAWING No 08-227 MAXIMUM SHUTTER SPAN 1+" OR "L-- (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATTES. ONE HV LOCK & NO LOCKING RODS # (SEE NOTE t) MILIMM 6es= LOW �'•1•) CONCRETE & WOOD INSTALLATIONS A WALL MOUNTING FLOOR/COUNG MOUNTING L 4 (a) L- (2) L 4 (R) L- III) 30 OR LES 16'-0' 16'-0- 16'-0' 75 -2' 16'-0 35 14'-10' t4'-10' 16'-0' 40 13_1.0' 13'-10'. 14'-2a _ 15'-2' OW45 ULJ_* 1J ■13'tZ;1J 113� 1412311 50 12'-5' 12'-5' 55 11'-10' II'-1 a' 12'-1' 12'-f I' 60 11'-4' 11'-4" 1 V-7' 12'-4' 65 10'-10' 10'-t0' 17'-I' 11'-11' 70 10'-6' to'-6' TO'-9" IV-5' 75 10-1' 10'-1' 10'-4' 11'-1' 60 9'-10' 9'-10. 10'-0' 10'-9' 85 90 9'-3- 9'-3" 95 9'-G. 6'-9' W-2' W-10- 100 W-9' W-4- 9'-0' 9'-7' 105 8'-7' T-11- 8'-9' 9'-4' ITO 8'-4' V-7' 8'-7' 9'--2- 115 8'-2' 7'-3' 120 1. -1. W-1 s' 8'-1. 12.5 7'-10' 8'-8. a'-O. W-S' 130 7'-8' 6'-5' 7'-10" 8'-1" 135 7*-7' 6'-2' 7'-9' 7'-9" 140 7'-5' 5'-U' 7'-7- 7'-6' 145 7'-3- S'-9' 7'-5' 7'-3" 150 7'-2' 3'-7' 7'-4- 7'-0' 155 7'-0' 5'-5' 7'-2- 6'-B' 160 W-11' 5'-2' 7'-l' W-7- 165 W-10' 5'-1' r-O• 6'-4' 170 6'-9' 4'-11' W-11" 6'-2- 175 6'-7' C-9' 6'-9' 6'-0- ISO 6'-,. 4'-8' 6'-8" 5'-IU' 185 6-5' 4'-6 W-7' S'-a' 190 6'-4' 4'-5' 6'-6- 5'-6' 195 6'-3" 4'-3' 200 6'-2' 4'-2' 205 6'-1' V-1' MAXIMUM SHUTTER SPAN "L+" OR 'L-' (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES. ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) Mpg" DE94N LOAD wj-) (« -) CONCRETE & WOOD INSTALLATIONS • WALL MOIINTINC R.00R/.000NG MOUNTING L 4 (a) L - (a) 30 16'-0' 16'-0' 35 14'-f0' 14'-10' 40 13-ID' 13-10' 45 50 12'-S' 12'-8' 55 11'-to' tr-Ia• 60 t V-4' it. 4. 65 70 10'-6' 10'-6' 75 10'-/' 10'-l' 80 W-10' 9'-10' 85 9'-6' 9'-6' 90 9'-S 9'-3' 95 W-0. 100 8'-9' 6'-4' 105 8'-7• 7'-1I' ITO 8'-4' 7'-7- 115 e'-2' 7'-3- 120 W-0' 125 7'-la' 130 7'-8' W-5' 135 7'-7' W-2' 740 7'-8' S'-I I' 145 7'-3' 150 7'-2' 155 7'-0' 160 W-11' 165 W-10' 170 F75 1 W-7' ISO 6'-8' 4'-s 185 6'-5' V-6' 190 6'-+' 4'-5- 195 6'-3' 4'-3' 200 6'-2' 4'-2- 205 6'-I' V-1' •p r+: �I'' • • /J. �\C,Eti nc4. v P.E. SEAL/SIGNAIldRE/DATE INST 1ATION LEGEND CONCRETE k WOOD MANSORY WALL 1. 2. 3 1 W. 2W. 3W, MOUNTING & 4 4W, SW & 6W FLOOR/CEILING 5. 6. 7 8W, 9W & MOUNTING & 8 low ♦ MAXIMUM SHUTTER SPAN 'L+' OR 'L- FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 ps1. DESIGN LOAD. t CORNER CFIAERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL. BE AS INDICATED ON MANDATORY CONDITION J2 NOTE €4, SHEET 4 OF 14 /7TIL ECOi TILUT TESTING & ENGINEERING COMPANY ss xw. nui. sl. st& =. NaCNM "nod. DAPDA 33196 Phens : (305)871-1930 . Fo : (JD5)971-1531 .- 2 Ua00671 aLcan �E9-0006719 WALTER A. nULrr Jr. P.C. FLORIDA lie. # 44167 s NOTES, POSITIVE MAXI S CNMLOAOOWABLL SPAN FOR A GIVEN L-: MAX. ALLOWABLE SPAN FOR A OVER 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: L1+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE Li-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 11+.'L2+', 'Li- AND ').2 (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. WE A.&&Aw American Shutter Systems Assoc(atlon, Inc. 4268 Westrcads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (SGI)209-8380 (Hon High Velocity Hurricane m 2005 EASTERN METAL SUPPLY, INC. BERTHA HV "' Accordion Shutter Sy -m 4 DRAWING No 08-227 �iL •: •• :31 •: •••:a . • _1•• a SEE ANCHOR SPECIFICATIONS ON �11 POURED CONCRETE • - •.q- _ 1. i fa c • aY • fa fi �.r mnmmmmmmmommm�mmmmm ' yMMMMMmomomOm�aommm�o�mommmISIMm OOODQ Q®f'�OQQOO QQQODOQQQ®0Q000©'Q®mODOQQ �Q®QZDOOIOQ>�QQ�' m®�' volnov0©mQ>vvvommmoovvoQimmovvov>�ma�rEanvvv;®®monvov ®®0vvvo>veimm' v •�. ni�a>v0m0' >vaaAva�®m' vo>aAr�ir�rl�0v=�omoa�mm' >vvonQ i�®�' 0000®0m000000 0®QDOdOQ Q©Q00®OQ�®�OQ®mQ'Qm000®�® ®0v�>vvv 0m0voovv i�®m>vvvvo mmmvvv»Q,ai®mvvon©®®m>vv>voQ ®mv>vvv>r�mm>¢a' voovoQi®m�avvov0m0>voosoQu�mmrQrv>vomr�®i&ylvva�i�c3 t�m0lrEava©©a�®miovtrvoQ as®�viranor�®®mvv©QQ u�mOVIvoQQ®mmvv>a©a m®�Ea�v®Qmmmonnam©®rnonvomm®mo�oQQmmmovnoQm®mm lvlva ®mmv000m mmmovnc-ao ®®mvovr�n mmmor�oQQ m®mosvooQ u�®m>v�nrv�■ KA .�• mm�>vuo©®m®m>onnv ®��n®vv:®mmvon���®mon��Q�®woQvo�m�onn��m®m�oo�� ®monooammmv�oQQO®mvv© learn®moncasm m®�vomQormmmovmQloimmmvv>voQa��v©QQQQm®vom�aQom®oon®>ram �' m®¢>tvv©oQm® m®mvv�a�Qaa®�avvvoQm®mva>vvv��movQOQO®monmQQO®mvv�®c� on�oQm®>�onn�Aorm®mvolvQram®¢�onoQQfv®mvvv©� ��m0v©©QQm�mvv®QQas®raolvlQ�■Qaa®v�sQQQQO®vv�QaQm®®otoQQQ mmOomQQQO 0>Eav®QQm®monoolQm®mv©Q�aQrra®Ifanv©oQm®mon�oQ mm�loiv©QQ ®mmlEavoeaQ aammvoQOQI m®wuAEa>caQQ m®mvoQQQ mmmvv�©Q ®mmOmmQQQmmm>EamQQQmmw�aamQear�ancasaQQQrla®mom©QorQQ��or�ooQQ aam>m�oQQQ®mmv®©QQmm�ov®QQra®moQorQQOmmv�QQaim®mEav�rcaQ. m+�mnvoQQ 0mmvv�QQ �®mlvmoQQ m0®mQIorQQ �®mvoQQQ ru®mo>oroQea ®a�®o®©QQQtommv®QQQm®�onQQQ®voQQQQQ®avv©QQQQmom®©Q>vv �ml�Fi©®QQQ 0®m0®QQQ 0®�DOQQQ ®®0®QQQQrra®000QQQ 0r»mutz�QQor �rn�m®QQQ 0mmrraorleaorQ i[lm00i>000 r©®©QQQQQ rramm®QQOQ 0mm0®QQQ Iiamomor QmmmoQQQommO�aQQQQmmQQQQQQmv®QQQQQmmm®QQQQ iIa®pOQ��Q r»m>�OQQQY �mQ1A000QQ rrstmm®QQQQ ®®m©sOQ>OQ 0m@DaiQQQ �®OraQQQQ fi!®QsoQQQQ rra®mEalQom�ea �!!Y�®QQOQ� O��®i70001�!®�EiIQQQQ Om�QQQQQia®EaQQQQQ ���®©QQQQQO®mQQQQomnarneaQeatQlQm®Q>oQQQ 0®�C77000Q �raI�QQQQQ �®mQQQQQ011a0QQQ1��mif��Qd000m®m1r�000Q �®oQQORaiv tamOQQQQsa tam�eaQQQQ �®aQ>oQQQ ®®aQQeaQQ ��inr�rQQQQ �®©QOIQQQ ���QOQvv ai®saQQOQQ iovsaQ�dvo f�ovQQOQv�oorQQodv m®®QQQQVItamoQQQQvO®misaQ�o�Rfariam®r�■Q>oQQQrumf�Ql�aQQQm®OQOQvv ®m�0QQQQ0®�Q�aQQQfi!®>�Q QQQ00QL71A000Qlf»r.�QQr�aaQaa®®QQOQQ �FID®OQOQO ®®®QQQQQ 0®�CaQOQQ �®0CfC�00Q t�imQQQQQQ ftFi�®OQQQQ • �®0Q0vo0 �®�00000�®�0V OQv �0DQlv0Q00®l0Q01000�®I00QQa00 0®�QQQQQIL'lmmQQQQotra®QJiSQQQ0FL7Q�QQQ0QQf»®®iaCaQQQ�®�QOQQQ 0 QQQQQQ ®QQQQQQvoQQQQQQcsoQQQQQQQOQ QQQ ®tra�aQQOQ air�QnoQvv��Q�ioovv�®oovvvv®©�v��on0��vvnQamiio �mv�vvv� ®®v 0oviiQlvvv r��0QQi0 OQiiQ ®QQOii�iiiQ FZ�i010vaa000 F1{•30000)0QQ a�oQQvolaav aaQQQraQQ� ®QQQQQQQ �QQQQOQQ mQQQQQQo mon>oQ�Qm f ®>d�QQ:arQ�rmeaQQQQQ mQQQQQQo®QQQQraQQaaQQQQQQQmQst>dQQQQ P.E. IL E C � TILLIT TESTING & ENGINEERING COMPANY 33 NW, 361h. 3L. 3u. 3a1, Y9GM GAROW, RDR6u 33163 �Phom : (US)II71-1530 . Pa- L (305)871-133I .-,..am 19t aaa L-.a E0-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Uc. 1 44157 F.B.C. A.S■VzAm American Shufter Systems AssocWlon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (861)209-8380 n Nigh Velocity hurricane ® 2008 EASTERN METAL SUPPLY, INC. 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SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN NNE N.. 2 W/ G.0.88 (N.D.S) -DOUGLAS FIR W/ G-OW (MD.S.) -SPRUCE Pell FIR NORM W/ G.0.43 (N.0.5.) -SPRUCE PINE FIR SOUM W/ C-OJ8 (N.D.S) -MIN. 1/2' COX PLYWOOD (1988 APA) 4, ANCHORS SHALL Be INSTALLED FOLLOWINO ALL OF THE RECCNMENILATIONS AND SPECIFICATIONS Of THE ANCHORS MHRAFACTURFR P.E: SkJ51.6?i IL- E C O >IN�. TILUT TESTING h ENGINEERING COMPANY u NX 3E1h. SL. St& 383. YAG M GAR[XM6. F.CMA 33166 Ph— : (303)871-1830 . F0.: (301)871-1531 -.A. tnt—o"..— EB-ON8719 WALTER A TOUT Jr. P.E. FLOP LO JDA U. j 44167 A.S.S.A. American Shutter Systems Assoclatlon, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 .C. ® 200s EASTERN METAL SUPPLY. INC. BERTHA HV m Accordion Shutter Sy DRAWING No 08-227 WALL FlVISH INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS —1/4.0 TAPOON W/ 1 1/2' Min, PENETRATION OF THREADED AREA {{ 1/4"0 TAPCON W/ 1 1/2" Mln. TO COSTING WOOD HEADER. _D___"„ PENETRATION OF THREADED AREA (SEE SCHEDULE ON SHEET 12) Y - TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 12) /{r1/4'0-20x3/4" S.S. MACHINE 1 I" MIN. 0 12'EPAPATION O.C. SCREWS W/ 1/4'-20 NUTS MI �TO CLASS EXISTING MIN. Wes' Z'x4" WOOD FINISH ' -HEADER REQUIRED I I' I A EXISTING MIN. ( 1" MIN. 1 2'xa' W000 —SEPARRHO i HEAD REQUIRED CLASS MIN. ra ass ( EXISTINGEPARATIO MIN. CLASS--•) TO GLASS 1 W WALL �9NNECTION AT TOP 2© WALL CONNECTION AT TOP 2'x ' ONE. ` TO GLASS 1 ' 1 E%ISIINC 1• MIN. WOOD PLATE ij I `� TO GSFPALAS TK REQIT71 (�-1L' _ 3 f—T=-I I I�T`•� FCDSS—{ { { 11-SSEEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY Z-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Z 1/4'0 TAPCON W/ 1 1/2' Nin. PENETRATION -�1 OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 12) ,t 2'x4" CONi. SRL PLATE REO'D. ® WALL CONNECTION AT BOTTOM 1" MIN. uI I u v CONT. WOOD L 1 a WOOD PLATE 1 L Q = 0 0 FOR© REO'0. `• 1• ��...I .,_ ��JJ TAPCON W/ 1/2' Min. PENETRATION \ 1/<"0-20x3/a' S.S. MACHINE OF THREADED AREA INTO PLYWOOD. I SCREWS W/ 1/4'-20 NUTS r•' f/4'0-20x3/4- SS. MACHINE 1 (SEE SCHEDULE ON SHEET 12) a IV O.C. 2'x4' CONT. SCREWS USING 1/<'-20 NUTS SII1 P1AtE O 12' O.C. I "I/2- MIN. CD2 PLYWOOD REQ•D. 1 ^ 1/4'0 TAPCON W/ 1/2' Min. 1�0•D. _ I/4'0 TAPCON W/ 1 I/2' Min. PENETRATION OF I/2" MIN. CDX PENETRATION OF THREADED AREA INTO THREADED AREA O MIDWIDDI OF WOOD PLATE. EXISTING MIN. 2"x4' STUDS O 16" O.C. MAX. REQ'D. PLYWOOD TO BE pLyWQOQ REO'0. PLYWOOD• (SEE SCHEDULE ON SHEET 72) ATTACHED TO STUDS IN ACCORDANCE WITH SECTION VOU OF THE F.B.C. (SEE SCHEDULE ON SHEET 12) WALL fiW WALL CONNECTION AT BOTTOM 4�W WALL CONNECTION AT BOTTOM Q WALL CONNECTION AT BOTTOM F.$.C.(Non High Velocity Hurricane zone) 02008 EASTERN METAL SUPPLY, INC. BERTHA V TM li n■ ■ : Accordion Shutter System - i.%0. 4. FY. N DESCRIPTION DATE Orarn F.P. _ TILUT TESTING k ENGINEERING COMPANY American Shutter Systems DATE: 09/05/0B _ •, ° e-cT . sss H.W. 3em. u, s. DO5 xRaHIA cwDEns, 0.oRmA 35100 Assoclatlon, Inc. ' 4 Phon, : (305)371-1530 . Fox 1 (305)871-153t 2 DRAWING No �y� 00067ea.mm t Pal WDeac , Drive 3 08-227 `''�'�=�•1••;'�.' ED-ome7le West Palm Beoch, FL 33407 , WA Tt111 Jr. P.E. Ph: (877)999-2772 FAX: 56T 209-8380 P.E. SEAL §GNA f2F,fDATE FLORIDAToRua a4167 ( ) s SHEET e 13 OF 1d E _EQ_=Z' MIN. 4'x8' (Inn.) IX1511N0 WOOD 2'x4" MN. WOOD STUDS. TAPCON EDGE (IF APPUCABLE) BEAN REWIRED. STRUCTURAL (AS APPLICABLE) \\ AWA/IC - — - ADEQUACY OF EXISTING WOOD tOR/2 MIN. - BEAM TO BE CERTIFIED BY \ / PENETEWON INTO REGISTERED ENGINEER OR WALL \ / STUDS OR W/ RAN. EXISTING wcoo TRUSSES OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. FlWSH / f/2' PENETRATION • I/2' 1/2' 2RE4'0 E E EXISTING GLASS \ h PLYWTO OOD COX IF NO O�GiRE0lX STUDS DOST. EXISTING SOFFIT 3/4" Mmc THK t/4'f TAPCON W/ 1 1/2' Min. PENETRATION OF THREADED •,;;, •� 1 / £ E0�\ 914x3/4' EQ - 1'xi'xl/8' CONY. ALUM. TUBE AREA ro EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 12) 1' MIN. �i� :: ••-•: .,+:��?:7:•` I .i.�>9:,+ 1/2' 41Y COX S.M.S. (6Q83-Te ALLOY) W/ (3)5/16'0 0 SEPARATION OD. PLWOO. O 8' O.C. I E OR O LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT F TO GLASS OR® MIDWIDTH OF EXISTING WOOD I E OR B O MEMBER, (2" Min. NOMINAL. I I OPEN HOLE ai EACH WIDTH) W/ 2' Min. PENETRATION OF 71NRFAOI� AREA VAUD FOR I 1 1/2' MIN. STUD TO ACCEPT 5/tfi'f lJLG SCREW I X NLSTALIARONS WAhN 72W MAX. OESIGN LOAD AND 9'-0' MAX. �mNC I 1 _ p10x1/2' S.M.S. AT CENTER OF TU.E. y SPAN. INIS INSTALLATION IS ONLY CIALS—J � O 16' O.0 VALID FOR WOOD W/ MIN. I I I 1' MIN ' SPECIFIC GRAVITY OF 0.50 AS I Y (F,DR®OR ©OR(�e, SFPPfLLRON ro cuss I I NoU 2, OR EQUAL FIR OR PINE i 1' OR QORQf•® 1 � '15TING I :BASS © HOLLOW CEILING MOUNTING_ INSTALLATION j I I I 1' MIN. I I ILSEPI TIO TO GLASS. EXISTING I�—'11 r2�- ! WOOD UIRED DECK AfiLE SEPAU710 TO GLASS A SOFFIT MOUNTING INSTALLATION 1' MIN EXISTING F—SEPARATION GLASS ' TO GLASS I M LOCATION LMl 2'x8' MIN. WOOD DE REQUIRED (NO FINISH ALLOWE EDGE OF DEC IF APPLICABLI 010x3/4' HEX WASHER HEAD TEK SCREWS O 12' ox /4'o TAPCDN W/1 1/2" Min. PENETRATION- —` m ` IF THREADED AREA INTO WOOD DECK SEE SCHEDULE ON SHEET 12) 9© EJ OOR CONNECTION NOTES 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY IN ANY w r TO SUIT � INSTALLATION. 1/4'i TAPCON W/1 1/2Mln. PENETRATION 2- MIN — OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SL' REEr 12) FLOOR CONNECTION END CONNECTION DETAIL 1 W & 4W 2'x4' MIN WOOD 1/4'd TAPCON ANCHORS MUDS RE070 W/ 1 1/2' MIN. EXISTING GLASS— PENETRATION 0 12' O.C. 1' MIN. N / e EDGE ®OR(DOR ©ORqJ FINISH OF IF OR 2)oR(D+6 APPLICABLE END CONNECTION DETAIL 50 F.B.0 ...`. A.S:S.Aw American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY •,p so NVL J°"• °4 St& 30s1A M F1ORO& 33180 Association, Inc. Plwnx : (305)871-1530 . fan , (W5)117i-i53t ma 4268 Westroads Drive 17.- p t01�p n-t9OM7eW.rnm C:B-D00°7 West Palrn Beach, FL33407 P.E. SEACMMAIURE/DATE WALTER A TLLIT it. P.E. FLORIDA U0. 1 44107 Ph: (877)999-2772 FAX: (561)209-8380 ® 20D8 EASTERN METAL SUPPLY, INC. BERTHA NV TM Accordion Shutter System DRAWING No 08-227 6 i 1u11ilu 1-►u1111111r' VVUG 1J111111G Page 1 of 3 BCIS Home I Log In User Registration Hot Topics I Submit Surcharge I Stats & Facts I Publications 1 FB( Product Approval ;USER: Public User Product Approval Menu > Product or Application Search > Ap I�ication List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL5;020 M Revision ZO,�©7-., �ri Approved Roller Star USA 1460 SW 6th Ct. Bldg 1400 Pompano Beach, FL 33069 (954) 972-4772 ddhhcc@aol.com David Ceccofiglio ddhhcc@aol.com Pedro De Figueiredo 6971 W. Sunrise Blvd Plantation, FL 33313 (954) 585-0304 engco@aol.com David Ceccofiglio 6351 NW 28th Way Suite C Fort Lauderdale, FL 33309 (954) 972-4772 ddhhcc@aol.com B.'bt�ers' 1wRoll�up' http://www.floridabuilding.org/pr/pi_app dtl.aspx?param=wGEVXOwtDatlVFscsiLIWVhvF% In/?niI)nna E i'tv11c.a -UU11U111g t.VILG V111111C Page 2 of 3 Compliance Method Evaluation Report from a Florida R, Florida Professional Engineer b. Evaluation Report - Hardcopy F Florida Engineer or Architect Name who Pedro de Figueiredo developed the Evaluation Report Florida License PE-52609 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 12/31/2012 Validated By Jesus Gonzalez, P.E. 01 Validation Checklist - Hardcopy Certificate of Independence FL5020_R1 COI_08-159 CIR..pdf Referenced Standard and Year (of Standard) Standard SSTD 12-99 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2008 Date Validated 10/07/2008 Date Pending FBC Approval 10/23/2008 Date Approved 12/10/2008 Summary of Products FL # Model, Number or Name IlDescription 5020.1 RE 1000, 1500, 3000 Extruded Aluminum Roll - Limits of Use Installation Instructioi Approved for use in HVHZ: No FL5020 R1 II 08-159 C Approved for use outside HVHZ: Yes Verified By: Impact Resistant: Yes Created by Independent http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXOWtDatlVFscsil,TWVhvp% 1WINWInna f a ava aNtu L uuuuas livl.N. V1111114 Page 3 of Design Pressure: N/A Evaluation Reports Other: Large Missile Impact Shutters limited for use FL5020 R1 AE 08-159.1 outside the "High Volocity Hurricane Zones" Wind Created by Independent Pressures and specific design as per drawing 05-240 DCA Administration 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 © 2000-2005 The State of Florida. All rights reserved. Copyright and Disc Product Approval Accepts: NM ON dxh k M. �ocwra� � http://Www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtl VFscsiLIWYbvF%... 10/20/2009 GENERAL NOTESI 1- DEFINITION, THIS PRODUCT IS A ROLLING TYPE SHUTTER; DESIGNED, CONSTRUCTED AND ERECTED TO EASILY ENCLOSE AN AREA, PROVIDING PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 2- POSTING, A PERMANENT LABEL SHALL BE PROVIDED AS PER FBC 2007 SECTION 1714. B. 2.1- LOCATION, SHALL BE PLACED ON THE BOTTOM OF THE HOOD FACING THE EXTERIOR DR OUTSIDE OR ON THE BOTTOM SLAT FACING THE EXTERIOR OR OUTSIDE 2. 2- INFORMATION STATING THE FOLLOWING, 'ROLLER STAR USA - POMPANO BEACH - FLORIDA FLORIDA BUILDING COMMISSION APPROVED TAS 201, 202, 203, SSTD 12 APPROVAL NUMBERN------------------------ 3- LIMITATION: PRODUCTS WERE DESIGNED AS 'NON POROUS'. THE GLAZING SEPARATION WERE NOT ACCOUNT IN THE DESIGN THEREFORE NOT QUALIFYING THE PRODUCT FOR USE IN THE FOLLOWING LOCATIONS, HIGH VELOCITY HURRICANE ZONES (HVHZ MIAMI-DADE 8 BROWARD COUNTIES) WIND ZONE 4 AS DEFINED IN ASTM E 1996-05 (LOCATIONS WITH WIND GUST GREATER THAN 140 MPH) . ESSENTIAL FACILITIES AS DEFINED IN ASCE 7 4- LOADS, DESIGNED LOAD CALCULATED BASED ON THE ASCE 7 AND PROVIDED BY A PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPONENT TO BE USED. 5- MATERIAL, ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T5, 6063-T6 OR AS NOTED. 6- FASTENERS, ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. 7-.MULTIPLE SPAN SHUTTERS- -REINFORCEMENTS SUCH AS STORM BARS, HEADER AND MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS AND ARE PART OF THESE DRAWINGS. DUE. TO MANY VARIATIONS OF REINFORCEMENTS, LOADS AND SHUTTER DIMENSIONS BECOME IMPRACTICAL ADDRESSING ALL CONDITIONS IN ONE SET OF DRAWINGS. THE CONDITIONS ADDRESSED IN THE PROPOSED DRAWINGS HAVE CONSERVATIVE LIMITATIONS IN ORDER TO FACILITATE THE DESIGN. SITE SPECIFIC CONDITIONS CAN BE ADDRESSED ON A JOB BASIS PROVIDED PROPER ENGINEERING. 8- USE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR.ENGINEER OF RECORD TO VERIFY THE FOLLOWING: S.1- THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 8.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, WINDLOADS, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 8.3- THAT THIS APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT. TRACK HOOD TRACK-" fCAL•4SHUTTER 07 IGURATItON TWO SPAN HEADER STORM BAR SLATS MULLION-1 MULLION-1 MULTIPLE SPANS HEADER MULTIPLE SPANS HEADER SINGLE SPANI HOOD TRACK SLATS-J \ 1 SLATS-' STORM BARS STORM BAR SLATS SINGLE SPAN--}- —MULTIPLE SPAN SLAT HEADER SLATS-1 MULLION) `STORM BAR CODE AND STANDARD COMPLIANCE: FLORIDA BUILDING CODE 2007 (NON HVHZ) TAS 201.94 (LARGE MISSILE), TAS 202-94. TAS 203-94 AF&PA NDS-05, ASCE 7-05. SSTD 12-99. ASTM E1996, ADM-05 BARS NOTES, I- ALLOVABLE DESIGNED PRESSURE FOR MULTIPLE, 2 AND 3 SPANS SHUTTERS ARE FUNCTION Or THE LOWEST ALLOWABLE DESIGNED LOAD FOR THE SLATS, STORM BARS, HEADERS, MULLIONS USE REFERENCED SHEET ABOVE TO CALCULATED THE THE DESIGNED LOAD FOR EACH OF THE COMPONENTS. 2- THIS PRODUCT IS CONSIDERED 'RON POROUS•, THEREFORE SLAT TO GLASS SEPARATION DUE 70 WIND DR IMPACT DEFLECTION WAS NOT CONSIDERED IN EVALUATING THIS PRODUCT. Manufacturer. Roller Star USA 1480 SW 61h COURT BUILDING #1400 POMPANO BCH.- FL, 33069 TEU (954) 972-4772 FAX- (954)917-8641 RE1000 RE 1500 RE3000 EXTRUDED' ALUMINUM ROLLING SHUTTER Engineering: TingGe +lnr. OA 8116 6971 W. Sunrise Blvd. 104 Plantation. FI.33313 r ` J : , �0b3 52 ~En9iTeer�eai Pedro De Figeeire0o, PE 52609 Dale: 08120/08 Scale: NA Design by. PPMF .DRAFTING, PK ORMING & MORE Drawing Number 08-159 Sheet 1 of 17 44 m . os 34' RE 1000 SLATS .05 EXTRUDED ALUMINUM 6063-T6 Alloy BASXATI END SLAT COMPATIBLE WITH RE 1000 ALUMINUM 6063-T6 Alloy BASIC PRODUCT COMPONENTS 69 1 1' 1. 5l'- GO NOTEi TRACK CAN BE INSTALLED -VITH .08- OR .II- LEG _r FACING THE EXTERIOR I.l..� EXTERIOR SIDE GUIXHSU GUIDE RAIL' COMPATIBLE WITH RE 1000 ALUMINUM 6063-T6 Alloy CRE 1500' A.�q ri 'r n L a .37 .40 .56 rs L BAS=ATS E(iD SLAT: �E 1500tSLAT$$ COMPATI LE Vi'TH`RE 1500 X -'EXTRUDE;5ALUMINUM ALUMINUM 6063-T6 Alloy 6063-T6 Alloy IX6 SLOT EVERY 7' OC 3/16' POLYCARBONATE PLATE INSERT RE ISOOVP WINDOW VIEW SLATS 05 EXTRUDED ALUMINUM 6063-T6 Alloy NOTE, MAXf M SLATS PER nnna RE 3000 {--4. 12'ZD �GUt■U25 GUIDE RAIL I o COMPATIBLE WITH RE 3000 ALUMINUM 6063-T6 Alloy " I-1X6 SLOT EVERY 7' OC 3/16' POLYCARBONATE PLATE INSERT 76 RE 3000VP WINDOW VIEW SLATS 05 EXTRUDED ALUMINUM 6063-T6 Alloy T NOTE, MAXIMUM 2 SLATS PER DnOR ri m of 76 .51 H RE 3000 SLATS • 55' 05 EXTRUDED ALUMINUM BAS-AT3 END SLAT 6063-T6 Alloy COMPATIBLE WITH RE 3000 ALUMINUM 6063-T6 Alloy C NIDEL:1- ' GUI■S24 GUIDE RAIL CT COMPATIBLE WITH RE 1500 ALUMINUM 6063-T6 Alloy J— - 3. 87'--i O� of e GU II $ 26 GUIDE RAIL CDMPATI BLEAV,.THdRf 500 ALUMINUM 6063-T6 Alloy Manufacturer. Roller Star. USA 1480 SW 61h COURT BUILDING #1400 POMPANO BCH. -FL. 33069 TEU (954) 972-4772 FAX (954) 917-8641 E1000 E'1500 E3000 UDED ALUMINUM NG SHUTTER +.Eng(Do Jnr. CA8N6 6971 W. Sunrise Blvd. 104 Plantation. FI.33313 `Q oo •4r -p� � i; , f Ci . 1- v; 1 o$EP �! '2068- �7igtneerse3i Pedro De Figueimdo. PE 526D9 Dale: 0820108 Scale: NA Design by: PPMF DRAFTING; PK ORAFTIH6 & MORE Drawing Number 08-159 Sheet 2 of 17 MAXIMUM INSIDE TRACK (TT) RE 1000 SHUTTER SLAT PD 1 SPAN 2 SPAN 3 SPAN 30 66 132 198 45 57 132 198 55 54 130 198 65 51 120 189 75 85 46 •104 171 95 45 98 165 105 43 94 159 115 42 90 150 125 41 86 144 135 40 84 138 145 39 80 135 155 38 78 129 165 37 76 126 175 36 72 123 185 35 70 120 195 35 70 117 205 34 68 114 215 33 66 111 PD= DESIGN LOAD IN PSF TT= TRACK TO TRACK DIM. IN INCHES L�j OPENING SINGLE SPAN SINGLE SPAN INSIDE TRACK DIMENSION (TT) SLATS WIND LOAD DESIGN TABLES MAXIMUM VNSID�T.RACICI(TT .� Rl ,1500'SIUTTEF2 SLAT " WITH GUI•S24 GUIDE RAILS ;�WITH'GUI•S26'GUIDE'RAILS] Pd 1 SPAN '2"SPAN 3 SPAN PD 1 SPAN 2 SPAN 3 SPAN 30 92 184 276 30 120 240 360 45 80 176 276 1 W45H M1*5i 238 360 55 75 160 267 55 107 214 360 65 71 146 246 65 99 198 333 75 68 136 228 75 9p 184 309 85 64 128 216 85 86 172 291 95 61 122 204 95 82 164 273 105 58 116 192 105 78 156 261 115 55 110 186 115 74 148 249 125 53 106 177 125 70 142 240 135 51 102 171' 135 65 138 231 145 49 98 165 145 60 132 222 155 47 94 15 155 56 128 210 6 46 165 53 124 198 175 45 90 150 175 50 120 186 185 43 86 147 185 47 118 177 195 41 84 141 195 45 114 168 205 39 82 138 205 42 112 159 215 37 80 135 21 41 108 153' rL- L IUN LUAU IN YJf TT= TRACK TO TRACK DIM. IN INCHES TWO EOUAL'SPANS INSIDE TRACK DIMENSION (TT) M BARS NOTE 7 ON SHEET 1 MAXIMUM INSIDE TRACK M) RE 3000 SHUTTER SLAT PD I SPAN 2 SPAN 3+SPAN 30 112 224 336 45 98 224 336 55 92 224 336 65 87 212 321 75 83 198 306 85 79 186 294 95 76 176 282 105 74 166 273 125 70 154 258 135 68 148 246• 145 66 142 237 155 65 138 231 65 63 134 2RR 175 62 130 1 216 185 61 126 210 195 60 122 207 205 59 120 201 215 1 56 116 195 PD= DESIGN LOAD IN PSF TT= TRACK TO TRACK DIM.IN INCHES THREE OR MORE EQUAL SPANS INSIDE TRACK DIMENSION (TT) STORM BARS SEE NOTE 7• ON SHEET i Manufacturer. Roller Star USA 1480 SW 6th COURT BUILDING 41400 POMPANO BCH.-FL, 33069 TEL: (954) 972-4772 FAX (954) 917-8541 E1000 E1500 E3000 JDED ALUMINUM Engineering: +_ngTv .3nr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation. FI.33313 ENGCO@AQLCOM 4 O ♦}9lo q L L . „� iW • fie'• 1 �2808`,. Engineer Seal Pedro De Figueiedo. PE 526I5 Date: 08R0/08 Scale: NA Design by,. PPMF DRAFTING,, PK RIMING&MONE Drawing Number 08-159 Sheet 3of17 Pd - DESIGNED PRESSURE IN PSF GUIDE RAILS MOUNTING OPTIONS Pd - DESIGNED PRESSURE IN Psf ANCHOR C SLAT SPAN (in) Pd 24136148160 72 84 96 108 120 0 12 1 12 12 12 -1-f 12 ---iff 1 55 12 l2 12 12 10 9 8 7 6 75 12 12 1L 9 7 6 5 5 4 95�12 12 9 7654 4 3 125 9 5 4 4 3 3 nn 155 7 5 4 3 3 no no no 215 5 4 3 no no no no no! Pd - DESIGNED PRESSURE IN Psf BUILT -OUT - ANCHOR SPACING ANCHOR A ANCHOR B ANCHOR C SLAT SPAN (in) SLAT SPAN (In) SLAT SPAN (in) Pd 24136148 60 72 84 96 108.120 Pd 24136148160 72 84 96 108 120 Pd 24 36148160 72 84 96 108 120 0 12 12 12 12 12 12 12 12 11 30 12 10 7 6 5 4 3 3 3 30 12 12 12 12 12 12 12 12 12 55 12 12 12 12 10 9$33 6 55 8 5 4 3 na na na nn na 55 l2 12 12 12 12 11 9 8 7 75 12 12 11 9 7 6 4 75 6 4 3 nn no n, no no no 75 l2 12 9 6 7 6 5 9 1 l2 9 7 6 5 3 95 4 3 na nn na no no no no 9 .12 1 4 125 12 9 7 5. 4 4 nn 125 3 na na no no no no no no 125 12 ll $414 5 4 4 3 3155 11 7 5 4 3 3 nn 155 3 nn na na no na no no no 155 12 9 4 3 3' 3 na215 8 5 4 3 no no no 215 nn nn nn na no no no no no 215 9 6 3 na na na na Pd - DESIGNED PRESSURE IN Psf ' Pd - DESIGNED PRESSURE IN PsF Pd - DESIGNED PRESSURE IN Psf w. 0 Crural it G TYPE I •DESCRIPTION I EMBEDMENT.__ED--BASE.MAIERIAL� .. N 1 uclt �{ltlt 74: • .. 4 - B 1/4' TAPCON BY ITW 1 1/4' 2 1/2' HOLLOW BLOCK C 814 WOOD SCREWS 2' 3/4' SOUTHERN PINE (SG>=.55) ED - EDGE DISTANCE MATERIAL. ALUMINUM 6063-T6 ALLOY ' INSET MOUNT - ANCHOR SPACING ANCHOR A SLAT SPAN (in) Pd 24 36 48160 72 84 96 108 120 30 12 12 12 12 12 12 10 9 8 55 12 12 11 9 7 6 5 5 4 75 12 I1 8 6 5 4 4 3 3 95 12 8 6 5 4 3 3 no no 125 10 6 5 4 3 no no no no 155 8 5 4 3 no no no no na 215 5 3 no no no no no na nn MOUNT: INSET OR A, BORCAS INSET MOUNT TABLES r H Pd - DESIGNED PRESSURE IN PSf Manufacturer. Roller Star USA MOUNT: WALL VALL 1480 SW 6th COURT. EDGE DIST.—{ r SSING POMPANOBCH.-FL, 33069 OMPBUILDIN OBCH. POMPANO TEL (954) 9724772 FAX (954) 917-8641 44 PRODUCTS: 1 R ra RE 1000 RE 1500 ANCHOR A, B OR C AS PER VALL MOUNT E 3 0 O O TABLES R EXTRUDED ALUMINUM ROLLING SHUTTER MOUNT: BUILT -OUT - WALL Engineering: 1Eng(go Jnr. DRESSSING EDGE DISi.--I [- CA 6116 6971 W. Sunrise Blvd.104 ' w Plantation. Ff. 33313 i W ENGCO@AOL.COM ANCHOR A, B OR C t XIK 2' AS PER BUILT -OUT TABLES 0 2X ALUM. TUBE BUILT -OUT • _ �hW�iW J u pp C r <j: �: TRACK TO EP-1, i6 J j' •-• '" �:_,1 \��`' -►� E5neer 5eai Pedm De F��. PE 526M i 1/4-14X GRADE 5 HHSDS SLAT SPAN (in) Pd 24 36 48 60172184 96 108 120 30 12 12 12 111 91 7 61 6 5 55 12 10 7Inano 4 3 3 3 7 1 1 7 5 3 no no no 95 8 5 4no no no no Date:0=0108 Scale: NA Design by. PPMF 125 6 4 3 no no no no 155 5 3 na no no no no 215 3 no no no no no no NOTES, I- PI)- DESIGNED PRESSURE IN PSF 2- 1/4-20X1' HHSDS OR 1/4'-20X1' PHMS DRAFTING. PKORAfflNG&MORE V/ NUT ARE ACCEPTABLE AS ALTERNATE TO I/4•-14X4. 14HSDS Drawing Number HHSDS (HEX HEAD SELF DRILLING SCREWS) AREMADE OFGRADE5STEEL 4- HHMS (HEX HEAD MACHINE SCREWS) V/ NUT pg_� 59 ARE MADE OF 300 SERIES STAINLESS STEEL Sheet STORM BARS SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) 2x2 STORM BAR - 2 SPANS SLAT Span STORM BAR HEIGHT 36 48 1 60 72 84 48 122 69 42F 30 20 65 90 50 32 22 -- 70 83 46 30 21 - 82 71 40 26 - 92 63 35 22 i0 -- -- -- 2x3 STORM BAR- 2 SPANS SLAT S an STORM BAR HEIGHT 48 60 T 72 1 84 96 48 122 78 54 39 30 65 90 57 39 29 22 70 83 53 36 26 20 82 70 45 31 22 - 92 63 40 27 20 -- 120 30 30 -- -- 2x4 STORM BAR-2 SPANS SLAT STORM BAR HEIGHT S nn 72 84 96 108 120 48 82 60 46 35 29 65 61 44 34 26 21 70 56 41 31 24 -- 82 48 34 6 20 -- 92 42 31 23 -- -- 1 4 -- -- -- 2x6 STORM BAR - 2 SPANS SLAT STORM BAR HEIGHT span 72 84 1 96 108 120 48 115 83 63 50 40 65 85 61 46 36 29 70 78 57 43 34 27 82 67 48 3 29 23 92 60 43 33 26 21 idu JU-- -- 2x2 STORM BAR - 3+ SPANS SLAT STORM BAR HEIGHT Span 36 48 60 1 72 84 48 139 78 50 35 23 65 ! 02 57 '36 25 -- O 95 53 34 24 -- 82 81 45 29 20 - 92 2 40 25 - -- 2x3 STORM BAR - 3+ SPANS ISLATI STORM BAR HEIGHT SPon 48 601 72 84 196 48 138 88 61 45 34 65 102 65 45 33 25 70 95 60 41 30 23 82 80 51 35 25 - 92 72 45 31 23 -- 12 0 30 24 -- -- 2x4 STORM BAR - 3+ SPANS SLAT STORM BAR HEIGHT Span 72 T 84 96 1108 1120 48 94 68 52 1 40 133 65 69 50 38 29 24 70 64 46 35 2 . 22 82 55 39 30 1 23 - 92 48 35 26 - -- 1 -- -- 2x5 STORM BAR - 3+ SPANS SLAT STORM BAR HEIGHT S nn 721 84 96 108 120 48 131 95 72 56 45 65 96 69 53 41 33 70 89 65 49 38 31 82 76 55 42 33 26 92 68 49 3 29 24 1 -- STORM BAR NOTES: I- ALL STORM BAR SHAPES TO BE 6063-T6 ALUMINUM. 2-'TABLES MUST WORK IN CONJUNCTION WITH MAXIMUM ALLOWABLE SLAT -SPAN TABLES ON SHEET 3. 3- THESE TABLES ARE LIMITED BY THE SHAPES AND ANCHORAGE USED. SPECIFIC CONDITIONS OUT OF THE SCOPE OF THESE TABLES CAN BE ADDRESSED WITH A SITE SPECIFIC DESIGN BY A PROFESSIONAL ENGINEER. STORM BARS MOUNTING OPTIONS CONNECTION 2 ON SHEET 6 CONNECTION 4 ON SHEET 8 AllO y QK� W CONNE CONNECTION 5 ON SH ON SHEET 8 CONNECTION 5 ON SHEET 8 CONNECTION 5 ON SHEET 8 CONNECTION 5 ON SHEET 8 CONNECTION 3 ON SHEET 7 CONNECTION-6 ON SHEET,:,- STORM BARS ALUMINUM CLIPS 16063-46 MADE OF 1/8-2X2 ALLOY CONNECTION 4 ON SHEET 8 Span 'Span Span Span Span �I� �ICGG�C Span `TA Span CONNECTION 1 ON SHEET 6 SPAN - SLAT SPAN DH - DOOR HEIGHT SBH - STORM BAR HEIGHT TA - STORM BAR TRIBUTARY AREA Manufacturer. Roller Star USA 1450 SW 6th COURT BUILDING #1400 POMPANO SCH. - FL, 33069 TEL: (954) 9724T72 FAX- (954)917-6641 E1000 E1500 E3000 UDED ALUMINUM NG SHUTTER Engineering: +_rtgaig Jnr_ CA 6110 6971 W. Sunrise Blvd. 104 Plantation, Fl. 3M13 ENGCO@AOLCOM • ••Lti f�ri�,•c L . l :, i W t P-n9ine Seal Peft De Figuakedo. PE 52609 Date: 0ti201N Seale: NA Design by: PPMF DRAFTING, PK DRAFTING & MORE Drawing Number 08-159 Sheet . 5of17 CONNECTION 1 STORM BARS ANCHORAGE WALL MOUNTED TO ALUMINUM TUBE TYPICAL FOR 2X2 STORM BAR 2X3 STORM BAR . 2X4 STORM BAR 2. 00 T a (tl 2 PER EA CLIP LEG 1/4-14X3/4' SELF DRILLING SCREW TYPICAL FOR 2X5 STORM BAR CONNECTION OPTIONAL.CONNECTION FOR 2X5 STORM BAR _ 0 0 AL• 1/4-14X3/4' SELF DRILLING SCREW In , Cs '-_6 TOTAL ION 5 1/4-14X3/4' SELF DRILLING SCREW CONNECTION 2 Manufacturer. STORM -BARS ANCHORAGE Roller Star USA TO WALL 1480 SW 6th COURT BUILDING #1400 (it) 2 ANCHORS POMPANO BCH. -FL, 33069 • TYPE E, F OR H TEL (954) 972.4772 2X2, 2X3, 2X4, PER CONNECTION PAX; (954) 917-8641 2X5 INSIDE CONNECTION 5 CONNECTION 5 STORM BARS 2. 00 _.o 2X2, 2X3, PRODUCTS: ' ` 2X4. X5 RE 1000 W INSIDE BARSSTORMRE 1500 N RE3000 EXTRUDED ALUMINUM 1 ROLLING SHUTTER 1/8-2X2 6063-T6 6. 00 4•' 5 Engineering: ALUMINUM CLIP 4Lit�tYI1 ��r' (R) 2 ANCHOR TYPE E, F OR H (') CONDITION IS.ONLYAPPLICABLE CA PER CONNECTION FOR POSITIVE LOAD ON INSIDE STORM BARS - 6971 W. Sunrise Blvd. 104 LOAD TRANFERED BY BEARING TO SUPPORTING STRUCTURE Plantation, FI.33313 ' ENGCO@AOL.C.OM CONNECTION 2 - ANCHDR SCHEDLILE TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL CUNCRET ED - -EDGE DISTANCE - ,•_i ,.0. �•, :'y E 1/4' iAPCON I TV ' t 1 st 4' H L Y 1 3/4' 3/4' V000 CSG>=. 55) F 1/4-20 CALKIN POYERS 7/D' 3' 3000 si I:DNCRETE H 1/4-14 SDS G N !C 1/8: t/ 1/B' 606 - 6 ALUK 71.7 . nn• FFF,�M�•p . �..F •�uQ(7� . STORM .BAR ' Eng'necSeal ' Pedro De Rguehdo. PE 52609 CONNECTION 6 CONNECTION 5 Date:=0108 ON SHEET 8 ON SHEET 8 Scale: NA Design by: PPMF DRAFTING. i PK DRAFTING a MORE I/8-2x2 6063-T6 I 2', 3', 4', 5'�42'', 3' ' I ALUMINUM ANGLE Drawing Number BUILT -OUT 5 08-159 , Sheet 6of17 CONNECTION FFio CONNECTION 0 0 O O ICONNECTION I TYPICAL 'A' OR 'F ANCHORS 1 TYPICAL ANCHORS Nl�ffinswo.Vim \��/ ;�\1; i I//) uml;uur ±unnna CONNECTION 3 - STORM BARS ANCHORAGE FLOORICEILING MOUNTED TO CONCRETE TYPE A 8 F ANCHORS MAXIMUM ALLOWABLE DESIGN PRESSURE (PSF) TYPE 'A' ANCHORS TYPE 'F' ANCHORS BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 36 48 -60 72 84 36 48 60 72 84 48 Z7 58 46 38 33.48 '.6E 46 37 31 26 2 65 57 42 34 28 24 65 45 34 27 22 -- 70 53 39 31 26 22 70 42 31 25 21 -- X 82 45 34 27 22 -- 82 36 27 21 - 2 92 40 30 24 1 20 -- 92:1: 24 -- -- -- 1 -- -- --120 -- -- -- -- BAR SLAT Span STORM BAR HEIGHT ISLAT S an STORM BAR HEIGHT 48 60 1 72 84 96 48 60 72 1 84 96 2 48 104 83 69 59 52 48 74 59 49 42 37 65 77 61 51 44 38 65 55 44 36 31 27 X 70 71 57 47 41 35 70 51 40 34 29 25 82 61 49 40 35 30 82 43 34 29 24 21 3 92 54 43 36 31 27 92 38 31 25 22 -- 120 41 33 27 23 20 120 29 3 - BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 72 841 96 108 1120 72 84 96 1108 1120 48 87 75 65 58 52 48 69 59 52 46 41 2 65 64 55 48 43 38 65 51 44 38 34 30 70 60 51 45 40 36 0 47 40 35 31 28 X 82 51 43 38 34 30 82 40 34 30 27 24 4 92 4 39 34 30 2 92 ' 3 31 2 24 21 120 35 30 26 23 21 120 27 23 20 -- -- BAR SLAT Span STORM BAR HEIGHT SLAT Span STORM BAR HEIGHT 72 .84 1 96 108 120 72 84 96 108 120 2 48 102 88 77P35 61 48 74 63 55 49 44 65 75 65 56 45 65 54 47 41 36 32 X 70 70 CO 52 42 0 1 43 38 34 30 B2 .60 51 45 36 82 43 37 32 29 26 5 92 53 45 40 32 92 38 33 29 25 231203530 24 120 29 25 E2 - -- rnmmrrTTnu a - —run. 0 DESCRIPT N MANU ACTURER EM DMENi D BASE MATERIAL F 1/4' TAPCIN ITN 1 3/4' 3' 2000 siCONCRETE 1/4-20 CALKIN FOYERS 718' 3' 3000 si CONCRETE WEDGE BaLTS-L POWERS 1 2 1/2' 1 4' 1 3000 psi CONCRETE cu - tout u1a/wn�t Manufacturer. Roller Star USA 1480 SW 6th COURT BUILDING tf1400 TYPE G ANCHORS APPLICABLE FOR ALL CASES POMPANO BCH. - FL, 33069 MUST NOT EXCEED STORM BAR DESIGNED LOAD TEL (954) 972-4772 FAX (954) 917-8641 TYPICAL 2.00 ' G' ANCHORS PRODUCTS. 0 RE 1000 0 fU 4. 00 2%2 STORM BARS RE 1500 CONNECTION 5 E 3 O -0 f-2.00•--^I EXTRUDEDALUMINUM , 0 000 4. 00 of ROLLING SHUTTER Engineering: +LngC�a Jnr. 2X3 CA8116 STORM BARS 6971 W.Sunrise BlW.104 Plantation, FL 33313 TYPICAL ENGCO@10L.COM 'G' ANCHORS / tunC. 3ARS , ly qCHORS .r �``Erptneer SeaLf PeEro lk Fguehd . PE 526W Date: 082=8 Scale: NA ION 5 Design by. PPMF ➢RAFTING, PK DRAFTING & MORE TARS Drawing Number 08-159 HORS Sheet 7of17 CONNECTION 4 STORM BARS ANCHORAGE FLOORICEIUNG ' TO BUILT -OUT TUBE OR HEADER (4) 1/4'-14XL CONNECTION 5 GRADE 5 SELF 0 5 DRILLIN G �•-2.00� I 0 T N I. b0 �-- 0 - 2', 3', 4', 5' 1' , 2'. 3', 4' 2X2 STORM BARS . I STDCONNECTION 6 ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD (6) 1/4'-14X1 CONNECTION 5 (6) 1/4'-14X1 GRADE 5 SELF GRADE 5 SELF % DRILLING SCREWS7 f —2. 00-11 DRILLING SCREWS �.--2, OD-4 / ;�j� 1 �Ih�.,ll► �� _ �a•�;i. ,.1 ��l it T_ 1 2X3 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD (6) 1/4'-14X1' CONNECTION 5 GRADE 5 SELF GRILLING SCREVS7 ,mil i,rinrn:r► i .\�� em\r:,; 2X5 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION 5 CLIP ANCHORED TO STORM BAR 2 PER CLIP LEG L/4-103/4' GRADE 5T SELF DRILLING SCREWS IN, ON '5 T N O N l 2X4 STORM BARS ACCEPTABLE FOR ALL CASES MUST NOT EXCEED STORM BAR DESIGNED LOAD CONNECTION6 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT -OUT TO WALL r11NNFLTTnN A - CNrHnR Crwrnrrr r Y N. IEMBEDMENTI El E2 E3 1/4' TAPCON I I l 3/4' ITV l 114' 1 1 /2' 4' 2 L 4' 2 L 2' 31 S - ANCHOR SPACING -- ED - EDGE DISTANCE QUANTITY OF ANCHORS FROM TA ARE TO BE EQUALLY DIVI FROM CENTER LINE OF STORM STORM BARS ANCHOR TYPE E1/E3 E2 2x2 2 7 2x3 3 9 2x4 3 9 2X5 4 12 W Z a pt F W WrN� V) rn 1/B-2X2 6063-T6 ALUMINUM ANGLE CLIP CUT TO MATCH STORM III CONNECTION 6 BUILT -OUT WALL ANCHORAGE 2', 3', 4', 5' 1'. 2', 3', 4' CONNECTION 5 CONNECTION 4 T 3', 4', 5'___.,2', 3'� BUILT -OUT 4', 5' ONNECTION 6 CONNECTION I BAR Manufacturer. Roller Star USA 1460 SW 6th COURT BUILDING ft1400 POMPANO BCH. - FL, 33069 TEL (954) 972.4M FAX: (954) 917-Ml PRODUCTS: RE 1000 REl 500 RE3000 EXTRUDED ALUMINUM ROLLING SHUTTER Engineering: +,EngTxy +Inr. CA 6116 6971 W.Sundse BIvd.104 Plantation, FL 33313 c •r 4�P .. y/j , 0, •t L IIA in j C 1 Cl O '20�8:��'' EWCCkSa Peden De Flyuertedo. PE 52609 Date:0820106 Scale: NA Design by. PPI.IF DRAFTINS- PK DRAITING ILMORE Drawing Number 08-159 Sheet 8of17 HEADER SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Pso MAXIMUM DESIGN PRESSURE FOR 2X3 HEADER - 2 SPANS SLAT STORM BAR HEIGHT TT 36 481 60 72 841 96 GO 209 156 12 104 89 78 72 145 108 87 72 62 54 84 1 66 80 64 53 45 40 96 81 61 49 40 35 30 108 64 8 38 32 27 24 t L - - MAXIMUM DESIGN PRESSURE FOR 2X4 HEADER - 2 SPANS SLAT STORM BAR HEIGHT TT 60 72 84 96 108 120 2 132 1IUI 94 82 73 66 96 74 62 53 46 41 37 120 47 39 34 29 26 23 136 37 30 26 23 20 - 148 31 26 160 26 22 - - MAXIMUM DESIGN PRESSURE .FOR 2X3 HEADER - 3+ SPANS SLAT STORM BAR HEIGHT TT 36 48 .60 72 84 96 60 200 200 160 133 114 100 72 185 139 ill 92 9 6 84 136 102 81 68 58 51 96 104 8 62 52 44 39 308 82 61 49 4135 30 4 1 MAXIMUM DESIGN PRESSURE FOR 2X4 HEADER - 3+ SPANS SLAT STORM BAR HEIGHT TT 60 T 72 84 1 96 108 120 72 200 1200 120 105 94 84 90 L08 90 77 67 60 54 108 75 62 53 47 41 37 126 55 46 39 34 30 27 144 42 L351 30 26 23 21 -- MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE FOR 2X5 HEADER.- 2 SPANS FOR 2X5 HEADER - 3+ SPANS SLAT STORM BAR HEIGHT SLAT STORM BAR HEIGHT TT 66 72 84 96 108 120 TT 60 72 84 96E42 120 72 184 154 132 115 102 92 72 200 200 l40 123 98 96 104 86 4 65 57 52 90 151 126 108 94 75 120 66 55 47 41 36 33 108 105 87 75 65 52 136 51 43 3 32 28 25 126 7 64 55 48 38 148 43 36 31 2 24 21 144 59 49 42 36 29 1 1 -- 1 46 3 MAXIMUM DESIGN PRESSURE MAXIMUM DESIGN PRESSURE FOR 2X6 HEADER - 2 SPANS FOR 2X6 HEADER - 3+ SPANS SLAT STORM BAR HEIGHT SLAT LSTORM BAR HEIGHT TT 60T 72 T 84 96110811201 .TT 60 72 84 1 96 108 120 72 X57 144 128 115 72 200 200 140 123 109 98 96 86 76 69 90 157 131 112 98 8 78 120 55 49 44 108 131 109 93 2--72--65 136 42 38 34 126102 85 73 64 56 51 148 36 32 29 144 78 65 56 49 43 39 1 I 4 1 2 61 1 44 4 CONNECTION 7 MINIMUM NUMBER OF ANCHORS TO SECURE BUILT -OUT TO WALL AT HEADER CONNECTION ANC Y A B C G 3 2 2 W. 4. 0 4. 0 2. 0 0 n - MINIMUM NUMBER OF ANCHORS S - ANCHOR SPACING ED - EDGE DISTNCE CW o o ��0 O < y n r7 U.0 2 _+ C3L)W Wa O U F-NQ � WQ OU0 C3 0 Q 4 C3 �C]J U ate) >_ HEADER MOUNT (2 PER CLIP LEG) 1/4-14X1 GRADE 5 SELF DRILLING SCREWS 1/8' 2X'ALUM. TUBE BUILT -OUT -OR 1/9' 2X MULLION AS PER SHEETS 10 THROUGH 14 IDE HEADER ACCESS HOLE W/ PLUG \ L-1/4-2X2 6d63-T6 ALUM. CLIP \(2 PER CLIP) 1/4-14X3/4' GRADE 5 SELF DRILLING SCREWS SAME AS ( PEF: END) CONNECTION 5 1/4-14xc' GRADE 5 SELF DRILLING SCREWS ANCHOR SCHEDULE - CONNECTION 7. TYPE DESCRIPTION MANUFACTURER EMBEDMENT ED BASE MATERIAL A 5/16' ANCHOR I W/ELCU 2 1/4' 4' GF LOCK/ CONCRE B 5/16' ANCHOR ITN/ELCO 1 3/4' 4' HOLLOW BLOCK C 1 5/16' ANCHOR I ITW/ELCO I 1. 1/2' 1 3/4' 1 WOOD CSG>=. 55) G 1 3/8' WEDGE BOLTS I POWERS- 1 2 1/2' 1 4' 1 3000.ps+ CONCRETE NOTE, l- ED - EDGE DISTANCE 2- EMBEDMENT IS BEYOND THE WALL DRESSING 3- 5/I6' ANCHOR, TAPCON BY ITV OR ULTRACON BY ELCO 4- TYPE A ANCHOR MINIMUM 35CO PSI CONCRETE AGE SLAT SPAN OUR HEIGHT STORM BAR HEIGHT RACK TO TRACK Manufacturer. Roller Star USA 1480 SW Gth COURT BUILDING #1400 ' POMPANO BCH. -FL 33069 TEL: (954) 972-4772 FAX: (954) 917-8641 E1000 E1500 E3000 UDED ALUMINUM ING SHUTTER Engineering: +.Eng9v Jnr. CA 8116 6971 W. Sunrise Blvd. 104 Plantation. Fl. 33313 0 EnPneer Seal Pedro De FTBueiredo. PE SY6f19 Date: OBQO/08 Scale: NA Design by. PPMF DRAFTING PK DRAFTING ILMORE Drawing Number 08-159 Sheet 9of17 MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (PsQ CASE I: SINGLE SPAN SHUTTERS AND MULTIPLE SPAN SHUTTERS WITH HEADER ANCHORED TO WALL END MULLION INTERMEDIATE MULLION 2x2 MULLION SLAT SPAN MULLION HEIGHT 48 1 60 1 72 1 84 96 108 120 48 172 110 76 51 34 24 -- 60 138 88 61 41 27 -- 68 121 78 54 36 24 74 Ill 71 50 33 22 96 70 55 38 25 - 120 30-- 2x3 MULLION SLAT SPAN MULLION HEIGHT 481 60 72 84 96 108 120 48 200 196 136 00 76 59 47 60 195 157 109 80 61 48 37 68 - 135 135 96 70 53 42 33 74 115 115 88 65 49 39 30 96 70 70 68 50 38 30 23 120 30 30 30 30 30 24 -- L13ADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2x4 MULLION 2x5 MULLION SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 48 200.200 200 151 115 90 72 60 195 195 166 121 92 72 58 68 135 135 135 107 81 63 51 74 115 115 115 98 74 58 47 96 70 70 70 70 57 45 36 120 30 30 30 30 30 30 29 SLAT SPAN MULLION HEIGHT 48 60 72 84 96 108 120 48 200 200 200 200 159 125 100 60 195 195 195 168 127 100 80• 68 135 135 135 135 112 88 71 74 115 115 115 115 103 81 65 96 70 70 70 70 70 62 50 120 30 30 30 30 •30 30 30 LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 LGADS ARE LIMITED BY THE SLAT SPAN'TABLE ON SHEET 3 SEE CONNECTION 8 SEE CONNECTION 10 AND CONNECTION 9 -AND CONNECTION 11 ON SHEET 12 (IN SHEET 13 OHOUSING O HOUSING HEADER ON `SINGLE SPAN MULTIPLE SPAN SHUTTERS .SHUTTERS `HEADER ANCHORAGE MULLION SEE SHEET 9 ' —MULLION SEE CONNECTION 10 SEE CONNECTION 8 -AND CONNECTION 11 -AND AND CONNECTION 9 ON SHEET 13 SHEET 12 r2', 3' 4' OR _I m CU SHAPES: 1/8-2X2 6063-T6 1/8-2X3 6063-T6 1/8-2X4 6063-T6 1/8-2x5 6063-T6 Manufacturer. Roller Star USA 1480 SW 6th COURT BUILDING 41400 POMPANO BCH.-FL, 33069 TEL: (954) 972.4772 FAX: (954) 9174MI RE1000 RE 1500 RE3000 EXTRUDED ALUMINUM ROLLING SHUTTER Engineering: +FngTv 3nr CAS116 6971 W. Sunrise BRd. 104 Plantation, FL 33313 . P` Tom, •.FnS::er seal Pedro De FisuZtedo, PE 52609 Date: 08120/08 Scale: NA Design by. PPMF, DRAFTING PK OHAFf ING & MORE Drawing Number 08-159 Sheet 10.of 17 CASE 2: MULTIPLE SPAN SHUTTERS WITH HEADER ANCHORED TO MULLION 2x2 MULLION SLAT MULLION HEIGHT SPAN 48 60112 84 96 108 120 48 81 61 49 35 25 -- -- 60 65 49 39 28 20 -- -- 68 57 43 35 25 74 53 40 32 23 96 41 31 25 - 120 30 24 20 - MULLION SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (Psf) 2x3 MULLION SLAT SPAN - MULLION HEIGHT 48 60 72 84 196 1108 120 48 144 109 87 691 56 46 37 60 115 67 70 SS 45 37 30 68 102 77 61 49 40 32 26 74 93 71 56 45 36 30 24 96 70 55 44 35 28 23 -- 120 30 30 30 28 1 22 1 - LOADS ARE LIMITED BY THE SLAT SPAN TABLE BN SHEET 3 WADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 2x4 MULLION 2x5 MULLION MULLION HEIGHT SLAT SPAN 48 60 72 84 96 108 120 48 160 121 97 = 69 61 54 60 128 97 78 65 55 49 43 68 113 85 68 57 49 43 38 74 104 78 63 53 45 40 35 96 70 61 49 41 35 31 27 120 30 30 30 30 28 24 22 SLAT MULLION HEIGHT SPAN 48 f 60 1 721 84 96 108 120• 48 160 121 1 971 81 69 61 54. 60 128 97 78 65 55 49 43 68 113 85 68 57 49 43 38 74 104 78 63 53 45 40 35 96 70 61 49 41 •35 31 27 120 30 30 30 30 28 24 22 LOADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 UUADS ARE LIMITED BY THE SLAT SPAN TABLE ON SHEET 3 SEE CONNECTION 8 AND CONNECTION ON SHEET 12 OHOUSING HEADER ON MULTIPLE SPAN SHUTTERS —MULLION SEE CONNECTION 10 r-AND CONNECTION 11 ON SHEET 13 SEE CONNECTION 10 -AND CONNECT ON II ON SHEET 13 0 HOUSING HEADER ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 8 -AND CONNECTION 9 ON SHEET 12 �2' ' �4' OR35' 'I SHAPES: _ 1/8-2X2 6063-T6 1/8-2X3 6063-T6 1/8-2X4 6063-T6 A' 1/8-2X5 6063-T6 Manufacturer. Roller Star USA 1480 SW 61h COURT BUILDING #1400 POMPANO BCH. -FL. 33D69 TEL: (954) 972-4772 FAX: (954) 917-8641 RE1000 RE1500 RE3000 EXTRUDED ALUMINUM ROLLING SHUTTER Engineering: Eng(2u _+3nr CA 8116 6971 W. Sunrise Blvd. 104 Plantation. FI. 33313 l V'Jy,1d Engineer5eal Pedro De Fguelreoo. PE 52609 Dale: 08=08 Scale: NA Design br. PPMF DRAFTINGi PK URAFTIR6 & MORE Drawing Number 08-159 Sheet 11 of 17 MULLION BARS ANCHORAGE CONNECTION 8 FLOOR/CEIUNG MOUNTED TO CONCRETE MULLION MOUNTED TO CONCRETE CEILING OR FLOOR 2X2, 2X3, 2X4, 2X5 (2 •PER CONNECTION) END MULL ANCHOR TYPE G 1/8-2X2 6063-T6 ALUMINUM CLIP CONNECTION MULL(MULL 9 <2 PER CONNECTION),/ 1/8�2X2 6063-T63 .ANCHOR TYPE G ALUMIMHM CLIP CONNECTION 9 2X5, 2X4 MULL ID ® 1 0— N N 0I M t t vN N N !/8-2X2 6063-T6 �'I r"� ALUMINUM CLIP <4 PER CONNECTION) ANCHOR TYPE G CONNECTION 10 SH CONNECTIO SHEE Manufacturer. Roller Star USA 1480 SW 61h COURT BUILDING #1400 POMPANO BCH.-FL, 33069 CONNECTION 8 TEL•(954)972.4M SHEET 12 FAX: (054) 917.8641 r- PRODUCTS: CONNECTION 9 RE 1000 SHEET 12 RE 1500 RE3000 ION 10 EXTRUDED ALUMINUM NFWA wl 1! J \- i to•�d2 .c:,gna, � MULLION MOUNTED TO MALL 3 CONNECTION 11 SHEET 13 A R TYPE DESCRIPTION MANUFACTURER I EMBEDMENT ED BASE MATERIAL 3/8' V L S 1/ ' 4' 1 4UUU PSI WN LKLIL NOTU N ED - EDGE DISTANCE 2- EMBEDMENT DIMENSION ARE TAKEN BETOND THE VALL DRESSING CONNECTION 9 CUP ANCHORED TO MULLION BAR CUT TO FIT (INSIDE MULLION 1/8-2X 6063-T6 ALUMINUM ANGLE CUT TO FIT 31 INSIDE MULLION I/4-103/4' GRADE .5 SELF DRILLING SCREWS (3) PER CLIP LEG MULLIONS 2X2, 2X3, 2X4, 2X5, 2X6 +Eng9v Jnr. CA S116 6971 W. Sunrise Blyd. 104 Plantation, FI.33313 ENGCO@AOLCOM ` oo�`� .ZOBB EABneer seal Peden De Sq•-vi edo. PE 52609 Date: 0820108 Scale: NA Design by. PPMF DRAFTIhG, PK DRAFTING& MORE Drawing Number 08-159 Sheet 12 of 17 NFWA wl 1! J \- i to•�d2 .c:,gna, � MULLION MOUNTED TO MALL 3 CONNECTION 11 SHEET 13 A R TYPE DESCRIPTION MANUFACTURER I EMBEDMENT ED BASE MATERIAL 3/8' V L S 1/ ' 4' 1 4UUU PSI WN LKLIL NOTU N ED - EDGE DISTANCE 2- EMBEDMENT DIMENSION ARE TAKEN BETOND THE VALL DRESSING CONNECTION 9 CUP ANCHORED TO MULLION BAR CUT TO FIT (INSIDE MULLION 1/8-2X 6063-T6 ALUMINUM ANGLE CUT TO FIT 31 INSIDE MULLION I/4-103/4' GRADE .5 SELF DRILLING SCREWS (3) PER CLIP LEG MULLIONS 2X2, 2X3, 2X4, 2X5, 2X6 +Eng9v Jnr. CA S116 6971 W. Sunrise Blyd. 104 Plantation, FI.33313 ENGCO@AOLCOM ` oo�`� .ZOBB EABneer seal Peden De Sq•-vi edo. PE 52609 Date: 0820108 Scale: NA Design by. PPMF DRAFTIhG, PK DRAFTING& MORE Drawing Number 08-159 Sheet 12 of 17 MULLION MOUNTED TO MALL 3 CONNECTION 11 SHEET 13 A R TYPE DESCRIPTION MANUFACTURER I EMBEDMENT ED BASE MATERIAL 3/8' V L S 1/ ' 4' 1 4UUU PSI WN LKLIL NOTU N ED - EDGE DISTANCE 2- EMBEDMENT DIMENSION ARE TAKEN BETOND THE VALL DRESSING CONNECTION 9 CUP ANCHORED TO MULLION BAR CUT TO FIT (INSIDE MULLION 1/8-2X 6063-T6 ALUMINUM ANGLE CUT TO FIT 31 INSIDE MULLION I/4-103/4' GRADE .5 SELF DRILLING SCREWS (3) PER CLIP LEG MULLIONS 2X2, 2X3, 2X4, 2X5, 2X6 +Eng9v Jnr. CA S116 6971 W. Sunrise Blyd. 104 Plantation, FI.33313 ENGCO@AOLCOM ` oo�`� .ZOBB EABneer seal Peden De Sq•-vi edo. PE 52609 Date: 0820108 Scale: NA Design by. PPMF DRAFTIhG, PK DRAFTING& MORE Drawing Number 08-159 Sheet 12 of 17 CONNECTION 11 MULLION BARS ANCHORED TO WALL SINGLE MULLION CONNECTION 11.SELECTION MULLION TYPE TYPE OF ANCHORS E1 E2' E3 G 2x2 1 11.2 11.5 11.2 1 11. 1 2x3 11. 3 - 11.3 11.2 2x4 11, 4 - I1. 2x5 I11.4 ---- 11.3 11.2 DUAL MULLIONS CONNECTION 11 SELECTION MULLION TYPE TYPE OF ANCHORS El I E2 I E3 I G 2x2 11. 7 111. 9 1 'I1. 7 1 11. 6 2x3 118 - 11. 8 11. 7 2x4 R 10 -- 11. 8 11. 7 2x5 It. 10 -- 11. 8 1 11. 7 S ED S - ANCHOR SPACING ED - EDGE DISTANCE CONNECTION 11.10 DUAL MULLIONS EIGHT ANCHORS ANCHOR TYPE E1 E2 3 G 3. 0 3. 0 2. 00 4. 5 2. 5 2. 5 0. 75 4. 0 ALUMINUM-ANGLEVCLIP CONNECTION 11.2 SINGLE MULLION CONNECTION 11.1 TWO ANCHORS SINGLE MULLION ONE ANCHOR MU MULL w q - w ♦ rn ♦ CONNECTION 11.6 DUAL MULLIONS TWO ANCHORS MULLS ri q q w w CONNECTION 11.9 DUAL MULLIONS 12 ANCHORS CONNECTION 11.3 SINGLE MULLION THREE ANCHORS CONNECTION 11.4 W CONNECTION 11.5 Manufacturer: SINGLEMULLIONSIXION Roller Star USA 1480 SW 6th COURT BUILDING #14DO POMPANOBCH. -FL, 33D69 c TEL: (954) 9724772 w FAX: (954) 917-8641 ! y y ! • • • IRE 1000 RE 1500 RE3000 EXTRUDED ALUMINUM ROLLING SHUTTER ' CONNECTION 11. S CONNECTION 11.7 DUAL MULLIONS DUAL MULLIONS SIX ANCHORS Engineering: FOUR ANCHORS MULLS 3nr. 11 MULLS CA 8116 q q 6971 W. Sunrise Blvd. 104 w w Plantation, FI. 33313 W W ♦ ♦ ♦ ♦ 0 opN ENGCO@AOL.COM y N 1/6-2X5 6063-T6 ALUMINUM MULLS ANGLE CLIP W N KMW - W ♦. ♦ TYPE DESCRIPTION MANUFACTURER EMBEDMENT EO BASE MATERIAL 1 E2 1/4' TAPCON E3 ITW 1 4' I/2' 00 sr C N R T 4 1 H L W x G 3^8' WEDGE BOLTS POWERS 2 1/2' 4' 3G00 psi CONCRETE MULLI❑ :CTION I SHEET 1 r• W • V 7' t CONNECTION 10 a : "• ' ' 2 . o $P Li �2CIOB V CLIP ANCHORED TO MULLION BAR �y•T1•F CONNECTION 10 �(� / �' J Engc+eerSeal Pedro De Fipieh-do. PE SM 2X2, 2x3, 2x4, Date:0a20/08 2X5 OR 2X6 MULLIONS Scale: NA Design by. PPMF ' (3) 1/4-14X1 GRADE 5 bRAFTIr•G, SELF DRILLING SCREWS Fz*rl N ORMTIR6 & MORE N 1/6-2X2 OR 1/8-2X5 3 rn 6063-T6 ALUMINUM Drawing Number ANGLE CLIP 08-159 Sheet 4•z's 3.6•-� 13 of-17 CONNECTION 12 MULLION BARS ANCHORAGE FLOOR / CEILING TO BUILT -OUT TUBE CONNECTION 9 SHEET 12 T o x o fL fUMY 1n x xxxx N NNN fU Ci O thin In x I1')Nf,N SEE CONNECTION 12 -AND CONNECTION 13 ON SHEET'14 OHOUSING HEADER ON MULTIPLE SPAN SHUTTERS SEE CONNECTION 12 AND CONNECTION 13- ON SHEET 14 4X1 LF DRILLINGICREVS MINIMUM NUMBER OF ANCHORS PER BUILT -OUT MULLION BARS ANCHOR E TYPE CONNECTION 13 BUILT -OUT WALL ANCHORAGE SUPPORTING MULLIONS CONNECTION 9 SHEET 12 2. a CONNECTION 12 qHW SHEET 14 W 2 - nT CONNECTION 13-r 2', 3', 4', 5' ,'6', BUILT -OUT rnmmrrT T nm c - A—UnD -- c TYPE TYPE ➢ESCRIPTION MANUFACTURER EMBEDMENT (S) ED BASE MATERIAL El 1/4' TAPCDN [TV 1 3/4' 4' 2 1/2' 2000 si CONCRETE E 1 112' 2' 3/4' WOOD SU)=.55 G 3/8' WEDGE BOLTS POWERS 2 1/2' 4' 4' WOO psi CONCRETE S - ANCHOR SPACING -- ED --EDGE DISTNCE 3 5 .5 3 6 5 3 6 5 3 3 2 ' 4 2 4 MULLION F MULLION A, QUANTITY OF ANCHORS FROM'TABLE ARE TO BE SPACED FROM CENTER LINE OF MULLION A] BUILT-OUT11 MULLION B MULLION B: QUANTITY OF ANCHORS FROM TABLE I I ARE TO BE SPACED FROM CENTER FLINE OF MULLION B I r-BUILT-OUT ---------I r-----'-----� S S (2; 3, 4, 5 OR 6 2, 3, 4, 5 OR 6 --ANCHORS PER SIDE-j ANCHORS PER SIDE--( SEE TABLE ABOVE SEE TABLE ABOVE Manufacturer. Roller Star USA 1480 SW 6th COURT BUILDING #1400 POMPANO BCH.-FL. 33069 . TEL (954) 972-4772 FAX (954)917-8641 PRODUCTS: RE 1000 ICE 150.0. RE3000 EXTRUDED ALUMINUM ROLLING SHUTTER Engineering: ++"ngav 3nr. CA 8116 6971 W. Sunrise BW. 104 Plantation, Ft. 33313 ENGCO@AOL.COM 9 V` G.�.`r"�1 c r ` O r,' Eng''uer�eal Pedro De Figu groft. PE SM Date: 08120108 Scale: NA Design by. PPMF DRAFTING- PK DBAITIN6 8 M08E Drawing Number 08-159 Sheet 14 of 17 CONNECTION 13-r 2', 3', 4', 5' ,'6', BUILT -OUT rnmmrrT T nm c - A—UnD -- c TYPE TYPE ➢ESCRIPTION MANUFACTURER EMBEDMENT (S) ED BASE MATERIAL El 1/4' TAPCDN [TV 1 3/4' 4' 2 1/2' 2000 si CONCRETE E 1 112' 2' 3/4' WOOD SU)=.55 G 3/8' WEDGE BOLTS POWERS 2 1/2' 4' 4' WOO psi CONCRETE S - ANCHOR SPACING -- ED --EDGE DISTNCE 3 5 .5 3 6 5 3 6 5 3 3 2 ' 4 2 4 MULLION F MULLION A, QUANTITY OF ANCHORS FROM'TABLE ARE TO BE SPACED FROM CENTER LINE OF MULLION A] BUILT-OUT11 MULLION B MULLION B: QUANTITY OF ANCHORS FROM TABLE I I ARE TO BE SPACED FROM CENTER FLINE OF MULLION B I r-BUILT-OUT ---------I r-----'-----� S S (2; 3, 4, 5 OR 6 2, 3, 4, 5 OR 6 --ANCHORS PER SIDE-j ANCHORS PER SIDE--( SEE TABLE ABOVE SEE TABLE ABOVE Manufacturer. Roller Star USA 1480 SW 6th COURT BUILDING #1400 POMPANO BCH.-FL. 33069 . TEL (954) 972-4772 FAX (954)917-8641 PRODUCTS: RE 1000 ICE 150.0. RE3000 EXTRUDED ALUMINUM ROLLING SHUTTER Engineering: ++"ngav 3nr. CA 8116 6971 W. Sunrise BW. 104 Plantation, Ft. 33313 ENGCO@AOL.COM 9 V` G.�.`r"�1 c r ` O r,' Eng''uer�eal Pedro De Figu groft. PE SM Date: 08120108 Scale: NA Design by. PPMF DRAFTING- PK DBAITIN6 8 M08E Drawing Number 08-159 Sheet 14 of 17 3 5 .5 3 6 5 3 6 5 3 3 2 ' 4 2 4 MULLION F MULLION A, QUANTITY OF ANCHORS FROM'TABLE ARE TO BE SPACED FROM CENTER LINE OF MULLION A] BUILT-OUT11 MULLION B MULLION B: QUANTITY OF ANCHORS FROM TABLE I I ARE TO BE SPACED FROM CENTER FLINE OF MULLION B I r-BUILT-OUT ---------I r-----'-----� S S (2; 3, 4, 5 OR 6 2, 3, 4, 5 OR 6 --ANCHORS PER SIDE-j ANCHORS PER SIDE--( SEE TABLE ABOVE SEE TABLE ABOVE Manufacturer. Roller Star USA 1480 SW 6th COURT BUILDING #1400 POMPANO BCH.-FL. 33069 . TEL (954) 972-4772 FAX (954)917-8641 PRODUCTS: RE 1000 ICE 150.0. RE3000 EXTRUDED ALUMINUM ROLLING SHUTTER Engineering: ++"ngav 3nr. CA 8116 6971 W. Sunrise BW. 104 Plantation, Ft. 33313 ENGCO@AOL.COM 9 V` G.�.`r"�1 c r ` O r,' Eng''uer�eal Pedro De Figu groft. PE SM Date: 08120108 Scale: NA Design by. PPMF DRAFTING- PK DBAITIN6 8 M08E Drawing Number 08-159 Sheet 14 of 17 ri 1/4-2X2 -1 19/32' 1/8-20 -2 23/32' 1/8-2X4 -3 23/32' 1/4-2X4 -3 15/32' 0.38 1/4-2X2 -1 19/32' 1/8-2X3 -1 23/32' 1/8-2X4 -1 23/32' 1 /, POLYETHYLENE BLOCK SPRING LOADED STORM BARS. MOUNTING OPTIONS SPRING•LOADED STORM BARS ACCEPTABLE FOR LOADS ON SHEET 16 1- HEADER AS PER SHEET 7 I I I I I I _ I I I I I I SPRING LOADED I STORM BARS CEILING. PLASTIC BUSHING i I I II I SPRING LOADED STORM BARS Manufacturer. Roller Star USA 148D SW 6th COURT. BUILDING S14DO POMPANOBCH.-FL, 33069 TEL: (M) 972-4772 FAX: (954) 917-8641 RE 1000 RE 1500 RE3000 EXTRUDED ALUMINUM ROLLING SHUTTER Engineering: +Fng(Go ?nr. CA e116 6971 W. Sundae Stvd.104 Plantation, Ff. 33313 I I I I £°° ALUMINUM Q` •' • � � ~ I I PLASTIC BUSHING I I SILL N� 1_4 `�•�. o:> •,- bSEP 9.. 1606;; ; I I _-I—STORM BARS CONCRETE FLOOR �� ' •...:.•' GSF I <4) 3/16' POP I I AS PER SHEET 12 sea RIVETS AT EACH SIDE OF I. CLUSTER RSOF 8 ANCHORS Pedm De Fgueiedo. PE 52605 STORM BAR AS PER o 1: 13 Date:0820108 Sca!e: NA iOl Design by. PPMF 0.JBRAFTND PK D 1RWING & MORE (.2)#BX1/2 SDS I I PLASTIC BUSHING TO HE USED [N CONCRETE INSTALLATION I I o NOTES- 1- 5/8XI' ENGAGEMENT HOLE IN CONCRETE SHALL I. o C5 BE PROTECTED BY THE PLASTIC BUSHING. J L m L J 2- PLASTIC BUSHING MUST BE KEPT FREE OF'DUST Drawing Number FOR PROPER INSTALLATION OF THE STORM BARS. DI3-1 59 POLYETHYLENE o—� 3- HOLES MUST KEEP 3' MINIMUM EDGE DISTANCE. 4 j— BLOCK 0.63 Sheet 0.38 0.39 15 of 17 �1--(4) 3/16' POP RIVETS AT . EACH SIDE OF STORM BAR I I POLYETHYLENE I BLOCK C U) 0 r 1/4-2x2 STORM BAR - 2 SPANS SLAT Span STORM BAR HEIGHT 48 60 72 84 96 108 120 30 80 64 53 46 36 25 36 67 53 44 38 30 21 42 57 46 38 33 26 48 50 40 33 29 23 . 54 44 36 30 25 20 60 40 32 27 23 66 36 29 24 21 - - - 72 33 27 22 78 31 25 21 84 29 23 90 27 21 1/8-20 STORM BAR - 2 SPANS SLAT S an STORM BAR HEIGHT 48 60 72 84 1 96 108 120 24 901 721 60 51 1 45 401 36 30 721 58 1 48 41 1 36 32-1 29 36 160 48 40 34 1 30 27 1 24 42 51 41 34 29 1 26 23 21 48 45 36 30 26 23 2 - 4 qu 32 21 23 20 - - 60 36 29 24 21 66 33 26 22 72 30 24 21O 78 28 22 - - - - - 11 26 21 4 - - - - - SPRING LOADED STORM BARS SELECTION TABLES ALLOWABLE DESIGN LOAD - Pd (PsD ANCHORAGE OF SPRING -LOADED STORM BARS AS PER SHEET 15 1/4-2x2 STORM BAR - 3 SPANS SLAT STORM BAR'HEIGHT Span 48 60 721 84 196 1108 120 30 91C242 1 52 41 29 21 36 761 43 34 24 42 65 37 29 21 48 57 32 26 54 51 29 23 60 45 26 21 66 41 24 72 38 22 78 35 20 B4 32 90 30 1/8-20 STORM BAR - 3 SPANS SLAT Span STORM BAR HEIGHT 48 60 72 84 96 108 120 24 102 82 68 58 51 45 41 30 82 65 55 4 41 36 33 36 6- 55 45 S- 34 30 27 42 58 47 39 33 29 26 23 48 1 41 34 29 26 3 20 4 4 - 60 41 3 27 =3 20 66 37 30 25 21 72 34 27 23 78 1 31. 25 1 21 - - - - 84 1 29 3 _ - - - 9 _ {--3' OR 4'� 2• OR 4'� N N STORM BAR NOTES, 1- ALL STORM BAR SHAPES TO BE 6063-T6 ALUMINUM. 2- TABLES MUST WORK IN CONJUNCTION WITH MAXIMUM ALLOWABLE SLAT SPAN TABLES. 3- THESE TABLES ARE LIMITED BY THE SHAPES, AND ANCHORAGE USED. SPECIFIC CONDITIONS. OUT OF THE SCOPE OF THESE TABLES'CAN BE ADDRESSED WITH A SITE SPECIFIC DESIGN BY A PROFESSIONAL ENGINEER. 4- STORM BARS ANCHORAGE AS PER SHEETS 5. 6. 7 OR 8 CAN BE USED WITH. THESE TABLES AS AN ALTERNATE METHOD OF ANCHORAGE. ' 1/8-2x4 STORM BAR - 2 SPANS SLAT STORM BAR HEIGHT Span 48 60 72 84 96 108 120 24 90 72 60 51 45 40 36 30 2 58 48 41 36 92 29 60 48 40 4 30 27 4 42 51 41 34 29 26 23 21 48 45 36 TO 26 23 20 - 4 2 - - 36 2 24 21 66 33 26 1 22 72 30 24 20 - - - 78 28- 4- 90 24 1/4-2X4 STORM BAR - 2 SPANS SLAT STORM BAR HEIGHT . Span 48 601 721 84 120 4 4 30 80 64 53 46 32 36 67 53 44 38 '27 42 57 46 38 33 Z22 23 48 0 40 33 29 20 4 44 0 40 32 .27 2366 36 29 2421 - 27 22 8 31 25 21 - - - - 1/8-2x4 STORM BAR - 3 SPANS SLAT STORM'BAR HEIGHT Soon 48 T 60 72 84 96 108 120 24 102 82 68 58 51 45 41 30 82 65 55 4 41 36 =3 6 68 55 45 39 34 30 27 42 58 47 39. 33 29 26 23 48 51 41 34 29 26' 23 20 4 4 - 41 33 27 23 20 66 37 30 25 21 2 34 27- 8 31- 4 23 - - - - - 0 27 22 1/4-2x4 STORM BAR - 3 SPANS SLAT STORM BAR HEIGHT Span 48 60 72 1 84 96 108 120 24 1141 91 1 1 4 30 91 73 61 52 45 40 36 36 76 61 51 43 38 34 30 42 65 52 43 37 32 29 26 48 57 45 38 2 8 2 • 33 1 __4T 4 60 45 36 30 26 23 20 66 41 33 28 24 21 72 38 30 25 22 8 35 28 2fl 20 4 -- 24 - - - - (TA) TRIBUTARY AREA - STORM BAR IA = I x Jdh TV -Tributary Width - Span SBh - Storm Bar Height TA - Tributary Area For Storm bars Manufacturer. Roller Star USA 1480 SW sth COURT. BUILDING N14DO POMPANO BCH. -FL, 33069 TEL• (954) 972-4772 FAX (954) 917-8641 El 000 E 1500 E3000 JDED ALUMINUM NG SHUTTER +Fnigav Jnr. CA S115 6971 W. Sunrise BNd.1D4 Plantation. FI. 33313 ,�:r�'/cam. � l`•p•. 2. • W 1 Engineer seal Pedro De Rguehw. PE 52606 Date: OWO/08 Scale: NA Design by. PPMF DRAFTI4s PK ORAFIING a MORE Drawing Number 08-159 Sheet. 16 of 17 is HOOD ANCHORAGE CI) 514 W00D SCREWS OR C1) 1/4 CONCRETE ANCHOR INTO EA END CAP Ijjj�J�SLA7 II WALL�MQUIT (1) M10-16 DRILL -FLEX INTO EA END'CAP z O N C7 S BUILT -OUT OR MULL SLAT BUILT -OUT MOUNT CI) 410-16 DRILL -FLEX 'INTO EA END CAP 0 N 0 INSIDE MOUNT I 1/2' HOOD - 6 —77' HOOD - 7', —8' HOOD - 8'- •10' HOOD - 9 7d 12' HOOD.- 11 7 15' .HOOD - 15, 5 THICKNESS 032 - 6 1 /2' , 7' 04 - 8', 10-, 12- 05 - 15 3/4' NOTE: THE ROLL -UP MECHANISM IS NOT PART OF THIS APPROVAL. ManufacWrer. 6 1/2- THROUGH 15- (2) Y8X 1 /2' SMS Roller Star USA 1460 61h COURT BUILDINNG - POMPANO(954)9 2-4772 , 33069 BCC. TEL: (954) 972�772 FAX: (04) 917-8641 C2) to . va, s1s /ee '\ c _ PRODUCTS: RE1000 kee a S RE 1500-' ;Ze i RE3000 EXTRUDED ALUMINUM ROLLING SHUTTER C 2) ✓f8X1 I/2' SMS END CAP NECK Engineeft: C:A 6116 6971 W. Sunrise Blvd. 104 Plantation, R. 33313 ,`,(•PGA ENGCO@AOL.COM n i >► s Pyye(^ t d,� G � r►' • s' l�`,.''�•�.�()4�. CUiu v THICKNESS .032 - 6 1 /2' , Z. 7' m - �, m �'., �d :� ) 04 - 8' , 10' , 12 o r, %o to • .05 - 15 3/4'"�` I ) •' � 1 r L�, U WuL) W Pedro Ce Firueiredo, PE 62609 v V 4 Date: OWO1O8 4 11 �_ Scale: NA p m ^ Design by. PPMF DRAFil%r. PHRAFf18G 8 MORE lA . Drawing Number 08-159 -3 7/8' t, 'i �b , -4 3/4' 11( rL -5 5/.16' 2 ,L �l Sheet 6 11/16' 17 of 17 -8 7/8•