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HomeMy WebLinkAboutSUBMITTED PAPERSl PLANNING & DEVELOPMENT SERVICES DEPARTMENT ® BUILDING & CODE REGULATIONS DIVISION `2300 Virginia Avenue C' w Fort Pierce, FL 34982 �e �E 772-462-1553 St Lucie CoUn APPLICATION FOR STORM SHUTTER PERMIT ty DATE: Z 2-"I 1 PERMIT NUMBER: I /�~y ��C> 1. LOCATION/SITE ADDRESS: to -12 5 S O 2. PARCEL ID NUMBER: 1 5 H ^ 'sv 1 ' 10114 O � 0 00 � -7— SECT / 1 TWP I „ C RNG J MAP q ZNG LU , I INIT 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: �.JsT.. \ (� i� C c 04,0 iepi ehsA e-r5 .,, Z SAn. 0&.^ . l o(joa.: e c S 4. TYPE OF STRUCTURE: SFR /` 5. OWNER INFORMATION Name: a�''�y A-�-o h Address: -�)o PJox q rl City:State: Zip: 1K7 31 Phone: `l (lP- H134-118c► Type of Surface attachment: Wood Frame ADDITION OTHER 6. CONTRACTOR INFORMATION FL Reg/Cert #: C &C O S 017 County Cert #: ZO S K 3 I I Business Name: Phone number: -11 - zt3 i - Co 44 -7 fo Concrete --Ae 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 r tom In4�• obt3, %o .� Q Accordion'too 3,9q 2.3 Roll U Colonials Other ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACTRESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BACK. 7. VALUE OF CONSTRUCTION: $ -5I 26 O FEES DUE: OWNER'S AFFIDAVIT: I certify that all of the information contained in t ' app ' ation is correct and that a ork will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGNA U F R 0 ONT TOR/QUALIFIER STATE OF FLORIDA, COUNTY OF L-. c *— ACKNOWLEDGED BEFORE ME THIS Z1� DAY OF I Cr- , 20 (� BY, �� ' ti w WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIG14ATURE OF NOTARY j TYPE OR PRINT NAME OF NOTARY SEAL TITLE: NOTARY PUBLIC COMMISSION NUMBER ""'��'•., KENNETH R. KING SLCPDSD Revised 96/17/2010 =i - MY COMMISSION # DD 8031B7 EXPIRES: BondedThru NNovember Notary Public Underwriters 0 Phone: (800) 244.4143 Fax: (772) 287.9740 www.gulfshufters.com Proposal Submitted to Street DO NOT SIGN THIS PROPOSAL AM <:]Ej A!Ml!!HU�COR 3001 S.E. Gran Park Way Stuart, Florida 34997 Phone city Page No. of Pages Since 1979 Residential/Commercial World Wide License # CRC058017 State Zip Code UNTIL YOU READ ALL CONDITIONS OF THE AGREEMENT. We hereby submit specifications and estimates for: �. 1 1�. 11 1 1� TOTAL utpc,bt 33 o `g � BALANCE ON COMPLETION ONE YEAR WARRANTY MATERIAL AND LABOR CID It is understood that there are no verbal agreements,and all items discussed are covered by this written contract. This is a proposal until signed by an officer of the corporation at which time it becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 days after signing. No changes in measurements will be allowed except at prices mutually agreed upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay or failure to receive raw material deliveries, or by other causes, whether of like or different nature beyond our control. Ownerto carry fire, tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. All material is property of Gulfstream until final payment and can be removed if not paid. Electric- Buyer agrees that any necessary electrical connections will be made at the closest source of power. Any changes or variations will be an additional charge. Interest- Buyer agrees to pay 11/2 % per month interest on any unpaid balances. Costs of Collection -Buyer agrees to be responsible for seller's attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within 10 days of completion of the work outlined herein. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 50% of contract. Payment will be made as outlined above. T SIGNATURE SIGNATUREa��,, 9� it �Ajj DATE OF ACCEPTANCE: ' ,� -/ rj — % % AGENT�(� �t 1/14/11 C MUNN f/ A 41 fogn ALUMINUM & SHUTTER CORP Do It Once. Do It Right Since 1979 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 Page T of � Key Storm Panels SP Rollups - RU Accordions Windows/Doors - WD Bahamas - BA Retractable Awnings - RA Colonials - CO Ultra Lattice - UL Signature zia—_z�, ��j Date lV� Salesperson _� Y Date ri6riaa. rilutaing t-oae vnnne rage i Ui r = ,t ex. . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map ' Links Search ONProduct Approval USER: Public User • + ��. Product Approval Menu > Product o'r Application Search > Application Lis t > Application Detail FL # L389-3 Application Type Revisio `-. Code Version 2007 Application Status Approved Comments M��, � Archived 1 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 u Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category eAcco.-g4r Subcategory �= 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. I Validation Checklist - Hardcopy Received Certificate of Independence FL389 R3 COI Dwcj No. 08-227 Certification of Independence.adf Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2002 ASTM E-1996 2002 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 9/7/2011 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 11/03/2010 11/08/2010 11/10/2010 12/07/2010 08/26/2011 Summary of Products FL # IlModel, Number or Name IlDescriDtion Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by r��7 Blade 1 Only- (Non-HVHZ)- Drwg �#08-227 tracks (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R3 II Drawing No. 08-227 Revised.odf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D" max. span is 16'-0" for FL389 R3 AE Dwa No. 08-227 Product Evaluation Reaort.odf 30.0 p.s.f for symmetrical and opposing centermates). See sheet 9 of 14 of installation drawings for other spans Created by Independent Third Party: Yes and pressures. This product shall not be Installed within High Velocity Hurricane Zone as defined on section 1609 of the Florida Building Code. 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 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Pluo-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ®�Yl - securitv.sz;rr£tu•s Yartstya��i+,°', . Trestmd VCftltTp http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvYYHH2vM53 ... 9/7/2011 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT . (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd=0.85, IN ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. ` BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS. #0214.01-03, AND #0715.01-03 AS PER TAS-201, TAS=202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AND E-1996 STANDARDS. 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 102.75 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 5001a WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024—T4 ALLOY AND TEMPER, ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10. 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7_ THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER. COMPONENT EDGES WHICH REMAIN, THRU • FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABELZ A VISIBLE PLACE W WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK Y! OR ALTERNATE LOCK�V 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. IL Err®1Nt. TIWT TESTING do ENGINEERING COMPANY 6355 N.W. 36tA S_, SW. 305, YfRO1Na, WDDIS, FLORMA 33 Phwro : (305)871-1530 . Faa : (305)871-1531 e—mail: tilt e..G.O.com EB-0006712 WALTER A TILLIT Jr_ P.E. FLORIDA Lk. S 44167 A.S.S.A. NO CODE (Non High Velocity Hurricane Zon 0 2009 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System American Shutter Systems ""I'. Association, Inc. 4268 Westroods Drive 2 GENERAL West Palm Beach, FL 33407 3 Ph: (877)999-2772 FAX: (561)209-8380 4 5 DRAWING No 08-227 SHEET 1 OF 14 12 O ( °•55a- - 4.857' , �ED COVPATEN 5458179 a (f)HD 2" (Max.) B/O HEADER/SILL # 2 3.226" 1,500" 065" (YP.) 4.897' i HV ADJ. ADAPTER W/LIP 1.917" cI .083' n .060' mRy 670 1.686' c 0 3.520" © HV CEILING HEADER # 1 4.576' 2.293' .745' o � i i .062' nl c NI 0 1.325" o�2i SLk,Wj CENTERMATE # 1 SEL MATING VARIES 'I '� .125' 2' 1.918' TYP. Max. I o I o 0 090"-1 0 O N a H .375>• VARIES FROM 2.000' TO 5.000" U H.V. 2" (Max.) DIRECT MOUNT OO 3" FLOOR ANGLE ®B.O. WALL ANGLE s 670' 072 0 .815" 0 .092" 4.436" ' JQHV WALK -OVER TRACK M, HV FLOATING CENTERMATE 2 x Y t x 1' +' D.a'2" 1' 2" 0.062- Y 2" 2' 0 .062' 2" 3' 0.062' t 4' 0.062-1 ®SIDE ANGLE + /71L E TILLIT TESTING & ENGINEERING COMPANY 6355 NX J6th. St, Sb. 305. NROCAA DARDE45, nOMDA 33 _�'i•..t., Ph— : (305)871-1530 . Fax : (305)B71-1531 a-m0: 6tteco®aod.mm E9-0006719 ! .•. "': `1.: .•, P.E. Stk/j JGNATUMUDATE WALTER A. TLLUT Jr. P.E. FLORIDA U.. f 44167 '4j O .093' o� n 670 N . ro\p• 3.529" E� IUD CEILING HEADER/SILL 0 2 1.491' 1.200" of 514 �e 11 �p O HV 90/180' STARTER (X HV CORNER CENTERMATE j 3 x Y t 3' 3' 0.090" x SO CORNER POST A.S>.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (560209-8380 CODE (Non High Velocity Hurricane Zone O 2009 EASTERN METAL SUPPLY, INC. BERTHA HV T` Accordion Shutter System to DESCRIPTION DATE D.I. ; F.P. ,,. -/-/- DATE: 09/05/08 DRAWING No 08-227 $1 LONG 3/8"0 VARIES, 12' MIN. 1.130' WHEEL #3 NYLON RECESSED 111r ASSEMBLY AT WASHER NYLON BUSHING. �l 1/a• 0-21 S.S. OR 3/B•e-16 - AT EVERY I ACETAL THUMBSCREWS. #14x2 3/4' H.V. (SEE DEra15) OTHER iv KNUCKLE ACCORDION #B HEAD�I I' _ m l -.a 1/4'6 ZY n � #2 SHORT O N14x2 3/4" H.V. Saa ACCORDION PIN 1 1OCKING =1�OD RECESSED , W _ 8 HEAD SEE NOTES ON SHEET 4) J/8"0-16 ACETAL 1 4" —20 S.S. NYLON HNG. NNE ; / THUMBSCREWS - TH MBSCREWS i (_,47 1 03 NYLON HV I.PDE HAT WASHER a O ACCORDION ! ACCORDION PIN PIN i.315"0 ,870"x3/16" t/4'-20� THICK NYLON t /4'-20x1/2' THBEAOED E CAST 0.188.0 NSI .9 THREADED DIE SING PUT HEAD i NDusv+c ENAMEL BAKED c ENAMEL 302 SERIES S.S. I - WHEEL. I 5.5 S. BAKED PA1N7E0 � PAINTED - _ (2 TYP.) o . m RIVETS �47�"0` �g n n RE55 TURN ro. M9. AISI 302 47�'0 a $ 1,J i SERIES S.S. j-� 4 181 �5'r m T WILL L, I #1 LONG LBRASS CYLINDER ! i RGS lilt, 1CARRIAGE Q2 SHORTRLCESSE( 318' \-&'%4 CYLINDER (atBOME PtATEO) RECESSED NYLON exED) (a1RouENYLON BUSHING BUSHING PUTED) HV HV � I BLADE � ACCORDION _ V H V^ CO�K�.• EGRESS H V L00 ACCORDION PIN t BLADE ' PIN I 975' sF.e170TES ON SHEET 4) "SSED IO.250' o.D. 1BLADE PLSTIC HEAD o .5#1LONG RECcmi•N0 #1 LONG MOLDED TO m NYLON BUSHING. RECESSED ILLIJJI SCREW NYLON BUSHING in 1 Y �. .825' ? I AFTER RNLZINC < <PIC'ASH'JI TER�'ASSEMBLY ' ---JJJ .360• ,--- BEFORE RNEfiNC SCALE: 3/8" = 1" 'svr414�Z •" c 1 /4"D3-20 RIVNUT* 00.324" $14x2 3/4" H.V. 14x2 3/4" H.V. ACCORDION PIN _\ ACCORDION PIN f S.S. THUMBSCRE 0�" W/ #8 HEAD I W/ J8 HEAD 17 TYP.. ALTERNATE LOCK PTO HV LOCK \Wl (SEE NOTES ON SHEET 4) *:SERIES 9444 ALUMINUM (2024-T3 ALLOY)' � LARGE FLANGE THIN SHEET NUTSERT, = ItY�iOUT PART # 0820. AS MANUFACTURED BY 7WRSEL AitE2IAGEKDF?'AIL eSSFAAR SE AVDr-L CHERRY TEXTORN, PARSIPPENY,-._+-•����'y6-:- •S• 07054 OR EQUAL NEW JERSEY � rp CO atw�a� TILLIT TESTING k ENGINEERING COMPANY `/ 6355 N.W. 3611,. S- Ste. 305. MWNIA GARDENS: IDORIDA 331 1r Phone : (305)871-15M . Fax : (305)671-1531 .,_.�T e-muL• NteeoGool.rnm • ••: .r:' EB-OQD6719 WALTER a T1111T Jr. P.E. P.E. SEALAIGNATURE/DATE FLORIDA Uc 6 44167 BUILDING .SmSmL m American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 CODE (Non High Velocity Hurricane Zorn © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System i DESCRIPTION DATE Dr by: F.P. OLD 6 Ise s/o3/m DATE: 09/05/08 DRAWING No OR-227 * NOTES ON LOCKING RODS n HV LOCK (W) AND ALTERNATE LOCK: 1. MANDATORY CONDITION #1: ONE HV LOCK© SHALL BE USED FOR ANY SPA14 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® MAY BE USED AS AN - INSIDE - OR OUTSIDE LOCK, ATTACHED TO Q OR ® CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. OPTIONAL CONDITION 41, IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES b OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. OPTIONAL CONDITION #2: LOCKING RODS @ 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 92, ONE HV LOCK & SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS Q) AT TOP & ,BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 5. ALTERNATE TO MANDATORY CONDITION All VALID ONLY FOR SYMMETRICAL CENTERMATES: ONE ALTERNATE LOCK MAY BE USED IN LIEU OF HV LOCK `Mji FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTER E LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO Q OR ® CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. -RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. TILLR TESTING & ENGINEERING COMPANY SM N.W. 36U, St. Ste. 305. NRCM CAM015. RIMIM 3: Phone : (305)871-1530 . Fae : (305)871-1531 l e—ma9: t1toeo®0ol.eom E—0006719 - t WALTEN A TUJT Jr. P.E P.E. SEA LfSI't QWURE/DATE �0s 0A u` M,67 O�©DRO R 'E FLORIDA BUILDING CODE (Non High Velocity Hurricane Zoi 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. . BERTHA HV TM Accordion Shutter Systen IM Nc OESCRI?IION DATE pmvn by, F.P. DATE: 09/05/0 2 DRAWING No 3 08-227 A curc-r POURED CONCRETE REQUIRED f�— CONCRETE ANCHORS (SEE SCHEDULE ,,,,OO���NN SHEET 10) ... C OR QF r T!MIN. SEPARATION EXISTING I� GLl55 I I 01 I AL1°vIOUNTING _INSTALLATION EXISTING GLASS i III I t" I I MIN. SEPARATION m I I �OR OF ONCRETE ANCHORS (SEE SCHEDULE ON SHELL 10) POURED CONCRETE OR CONCRETE BLOCK`,, WALL REQUIRED 3 V1�ALLMO NTINGSTIA`L NOTF FOR COMBINATON OF SECTIONS: 1— SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • E. D. - EDGE DISTANCE (SEE NOTES k SCHEDULE ON SHEET 11) ZO WALL MOUNTING INSTALLATION EXISING GLASS —I I I TO GLASS 6T1 , I I I I I I f _ II II i II II 0 N I II w E a I^I 1" Min. _I L1/4'0-20.3/4' S.S. PHIWPS I c NCRETE ANCHORS TRUSS HEAD MACHINE SCREWS _ POURED CONCRETE (SEE SCHEDULE ON USING 1/4"-20 NUTS ® 12" O.C. ' OR CONCRETE BLOCK SHEET 10) I WALL REQUIRED 1 WALL MOUNTMG INSTALLATION INSTALLATION DETAILS • FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) • - © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV Tm 1- �. E C O N �. /� A■ S■ S ■A. Accordion Shutter System ,ter', _-:,->='cw.. _ T TESTING &ENGINEERING COMPANY TIT AmericaShutter Systems st N. DESCRIPTION DATE Drorn F.P. DATE: 09/05/08 63M N.K. 36M St• Ste. 305. Y1RG66A GARDENS. RORIDA Alb Association, Inc. . Phone : (305)871-1530 . F- : (305)B71-1531 4268 Westroads Drive 2 DRAWING No ', •�/ '• . • a_TeR, ���,�„•�,,,, EB-0006719 West Palm Beach, FL 33407 08-227 WALTER A TILff Jr. P.E. FLONDA U.. � 44167 Ph: (877)999-2772 FAX: (561)209-8380F SHEET P.E. SEAL/SIGNATURt%DATE 5 OF 14 - - NOTE FOR COMBINATION OF SECTIONS: POURED CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) i I- SEE HEET 3 FOR TYPICAL SHUTTER - CONCRETE _ I 1" A ASSEMBLY REQUIRED EDGE OF - SLAB IF -i MIN. SEPARATION; TO GLASS ml i 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUITANYINSTALLATION. D. APPLICABLE ii • E D. - EDGE DISTANCE it EXISTING i it � ill (SEE NOTES & SCHEDULE ON SHEET 11) . 8 oR O G1A55 -� i 1 I EXISING I �'' II ;i�i� E E EDGE OF SLAB IF GLASS I APPLICABLE I 1" y MIN. SEPARAPON ui, - CONCRETE POURED E. D.w� TO GLASS � A REQUIRED FLAT HEAD CONCRETE ANCHORS . (SEE SCHEDULE ON SHEET 11) -` © WALK —OVER MOUNTING INSTALLATION Q5 CEILING MOUNTING INSTALLATION I -MIN. SEPARATION TO CLASS . I 1• -jMIN. ; , � A Exlsnrlc 1 a1A55-; I SEPARATION TO GLASS , `•e• I (114x3/4" S.S. HEX HEAD TEK c EXISTING GLASSf i ALTERNATE' i ' i SCREWS 09" G.C. OR 1/4"0-20 S.S. M.S. W/ NUT 01 9" ANCHOR LOCATION ,I �IOx3/4" HEX WASHER t1FAD Z TEK SCREWS ® 12" O'.C. ' E CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) i IW Nxx W ' �j w i CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) EDGE OFF✓ SLA13 IF 1 ' /1/2" 1 ES� OF +ND APPLICABLE E.Q. E. ff APPLICABLE THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ;' EDGE OF POURED CONCRETE J I ADJACENT TO AN OPERABLE DO OR ENTRANCE 1 1/2" 1 1/2" SLAB IF APPLICABLE REQUIRED E D• E. U.• t POURED � CONCRETE REQUIRED- F, D. FLOOR MOUNTING INSTALLATION t ® FLOOR MOUNTING INSTALLATION 1- INSTALLATION DETAILS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) © 2009 EASTERN METAL SUPPLY, INC. TM BERTHA HV I I L1 E C ® A■S.S■A■, Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems . No DESCRIPTION DATE D— . F.P. -' 1 DATE: 09/05/08 6355 N.W. 36U, SL, St. 305. WY+INIA GARDENS. FWRmA 3316 Association, Inc. :•, =T Pli— : (305)871-1530 . Fax : (305)871-1531 e—mc9: tilleco9ool.com 4268 Westroods Drive 2 DRAWING No ES-0006719 West Palm Beach, FL 33407 3 08-227 WADER A. slur Jr. P.E. Ph: (877)999-2772 FAX: (561)209-8380 4 SHEET P.E. SEAL/SIGNATURE/DATE FLotaca Lic S .a167 5 6 OF 14 OUT (6053-T6 ALLOY) ALUM. ANGLE W/(2) 1/4'0 TAPCON ANCHORS To CONCRETE (TOP/BOTTOM) h (4)81 GTO TU6'F AT EACHt •MANGLE.. MP) :I tp EXISTING GLASS 1" MIN. SEPARATION TO GLASS SAILS ON SHEETS 8 & 14 * SEE NOTES ON LOCKING RODS® . HV LOCKS® IIY �EXIST"ING GLASS - AND ALTERNATE LOCK@' ON SHEET 4. I C - SEE' END WALL CONNECTION. I Exlsnrlc CLASS DETAILS ON SHEETS B & 14 COR©OROOR r OORO vOR J _ Ill-------------------� 3 1/4" 7' 6 1/2 7" I OPPOSING SYMMETRICAL 1/2- CENTERMATES CENTERMATES 1" MIN. � D.C. Q10x3/4" S.M.S. 0 12" 1 W LOCK W W LOCK W* SEPARATION FULL U LENGHT. TO GLASS /1 I--" - I — ccrTlnM 19 AT CORNER CENTERMATE #3 OUT © OR U IN I u* A A O ' L OR O �M OR L L OR OUT L OR POURED CONCRETE OR SECTION 12 EXISTING GLASS rCONCRE7E BLOCK WALL REQUIRED ------------L. ----- l SYMMETRICAL * IN �oR©oR^OoR I. MIN. �,K-�� CENTER MATE* OPTIONAL ROR)W1 OORO{I I IORIQ TOAGRALASSN rr J �I ALTERNATE SECTION 12 LEOcIG —:' TILLIT TESTING & ENGINEERING COMPANY SM N.W. 35tn. St- Ste. 305, VIRGINM GROENS. FLORIDA 33 Ph— : (305)871-1530 Fax : (305)871-1531 e-mail: t8tewacal.eom EB-0005719 WALTER A TILLIT in P.E. FLORIDA Ou f a4167 P.E. SEAL/SIGNATURE/DATE :C!5 /w JI HORS 16_ O.C. IR 1 M i 0 UT I 6 1/2" MAX. SLACK I I SECTION 12 AT SLACK DETAIL If IF APPLICABLE) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zan, © 2009 EASTERN METAL SUPPLY, INC. BERTHA HV A, & S ■/r w Accordion Shutter System • EV. N. DESCR1PnON DATE Drown 0 . F.P. American Shutter Systems , a a, ,,,/as/ae DATE: 09/05/08 Association, Inc. DRAWING No 4268 Westroods Drive 2 West Palm Beach, FL 33407 3 08-227 Ph; (877)999-2772 FAX: (561)209-8380 A SHEET POURED CONCRETE - POURED CONCRETE POURED CONCRETE OR CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE BLOCK WALL . - BLOCK WALL.REQUIREO BLOCK WALL REQUIRED - REQUIRED EXISTING GLASS EXISTING CLASS T 2" MIN EXISTING GLASS CONCRETE ANCHOR•--� EXISTING GLASS - #I T , T� ® 16" O.C. ' �— — — ._fT - T 2� MIN. 1" MIN. - _ _ 1" MIN. i SEPARATION SEPARATION i ," MIN. _ I i 1" MIN, - - TO GLASS E GLASS - I SEPARATION EQ I EO SEPARATION 1/16"x3" MAX. (6063-T6) TO GLASS CONT. ALUM. CLOSER. 1/2- TO GLASS (LOCATE AT - PLATE. (LOCATE AT EITHER 1/2" (LOCATE R SAT - SIDE OF NO) MIN \ ' ♦USE 1" OR 2" VAX. OF KZ) . - - I I - (AS APPUCABLE)z2"xi/8%O'-2 - 1/2- MIN. ALUMINUM CLIP ANGLE lOz1/2" ----- S.M.S. (6063-T6 ALLOY) AT MIDHEIGHT ` A I ` ----- W/(1)$1Dx1/2" S.M.S. ` #10x1/2"S.M.S. ----- - 16' O.0 ----- \ TO QN h (2)1/4"m TAPCONS Jf ® 16" O.0 ` - ANCHORS TO WALL AT 1" O.C. / - (LOCATE AT EITHER SIDE OF NQ) SEE DETAIL X FO f^�'( CA . SIDE CONNECTION SEE DETAIL X FOR TO TRACKS SEE DETAIL X FO SIDE CONNECTION ORCORQOR® SIDE CONNECTION ORCOP.QORC TO TRACKS TO TRACKS ORCORQOR(I� ORC ORQORO OR®+ IOORQ OR(3+(DORO OR t3+0ORQ OR®+QI OR .1Q ,*- ECTION�ID.ErT7A 3� END CONNECTION DETAIL � 2� END CONNECTION DETAIL END CONNECTION DETAIL 0' - ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' .q POURED CONCRETE OR POURED CONCRETE OR CONCRETE BLOCK WALL CONCRETE BLOCK WALL REQUIRED REQUIRED EXISTING I EXISTING GLASS - _ _ _ _ _ _ GLASS r ) -j p1I Ox 1/2" S.61.S. 1. 1�_ 1" MIN. ® 12" O.0 SEPARATION r SEPARATION J TO GLASS CONCRETE 1/2" MIN. TO (LASS ANCHOR i < _ 12" O.C. n, n MTh ii • Ax ' "e V1 2" (2)#14x1 3 HV 1 (2)S I �I OR(B)+ JORO W P.LAN RoRCoRQORQ END CONNECTION DETAIL 6 'oR©oOR(j) DE�TiAr IL�Yt� END CONNECTION DETAIL CI ORQ)+QOR JQ O oR(F�+�oRQ FLORIDA BUILDING 1 I ~' ,y. I� E C ® INc. A■S.SwAn TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems N.1Y. Stith. 5L. 5ta 3DS. V3iGRaA WtDFNS. RCW613716 Association, Inc. Thane : (305)871-1650 . Fax : (705)871-1531 HltecaOaoLcom 4268 Westroads Drive /. . • .. e-mail: EB-0006719 West Palm Beach, FL 33407 WALTER A. TILUT Jr. P.E. Ph: (877)999-2772 FAX: (561)209-8380 P.E. SEAL/SIGNATURE/DATE FLCMDA g_. B a<167 CODE (Hon High Velocity Hurricane Zonl © 2009 EASTERN METAL SUPPLY, INC. BERTHA W TM Accordion Shutter System 1 DESMPTION DATE I Das : F.P. m m-ne ./as/m DATE: 09/05/OB DRAWING No 08-227 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES, 'ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) W00MUM DMON LOAD (+(PaR•)) CONCRETE & WOOD INSTALLATIONS • WALL MOUNTING FLOOR/CEILING MOUNTING L + (II) L - (I) L + (ft) L - 30 OR LES 16'-D' 16'-0" 16'-0' 16'-0" 35 14'-10' 14'-10' 15-2° 16-0" 40 13'-1 a" IS-10" 14'-2" 15'-2' 45 13'-1' 50 12'-5" 12'-5' 55 11'-10" 11'-10' tiT`4:a IA 7" IL7 6� 0 -10' 10'-10' 70 75 80 9'-10' 9'-10' 10'-0" 10'-9' 85 9'-6" 9'-6" 90 9'-3' V-3" 95 9'-0' 100 8--9" 8'-4" 105 8'-7' 7'-11' 8'-g" 9'-4° 110 8'-4' 7'-7' 8'-7' 9 -2' 115 B'-2' 7'-3' 8'-4' 9'-11' 120 8'-0. 6'-11' 8'-2" 125 7'-10" 6'-8' 8'-0° 8'-5" 130 7'-8' 6'-5' 7'-10" 8'-1" 135 7'-7' 6'-2' 7'-9' 7'-9' 140 7'-5" 5'-11' 7'-7" 7'-6" 145 7'-3" 5'-9" 150 7'-2" 5'-7" 7'-4" 7'-0" 155 7'-0' 1'-5" 7'-2" 6 -g" 160 6'-11" 5'-2. 7'-1" 6'-7' 165 6'-10" 5° 1 7 65S'-_--4053° 170 6'-9" 4'-11" V-11" 6'-2' 175 6'-7' 4'-9" 6'-9' 6' 180 4-8 6'-8" 5'-1 a" 185 6'-5" 4'-6' 6'-7 5-8 910 6'-4" 4'-5' 5'-6 95 6'-3" 020 6'-2' 4'-2 6'-4 0 6'-1' I 4'-1' MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.) INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & NO LOCKING RODS (SEE NOTE t) MAXIMUM DESIGN WAD (+P 3.) CONCRETE & WOOD ATI INSTALLONS WALL MOUNTING & FLOOR/CEIUNG MOUNTING L + (ft) L - (r) 30 16'-0' 16'-0' 35 14'-10" 14'-10" 40 13'-10" IS-10' 45 13'-1" 13'-1' 50 12'-5" 12'-5" 55 11'-10' 60 11'-4' 11'-4' 10'-10' 10'-6" 10'-6' 10'-1' 10'-1" R6510'-10' 9'-10' 9'-10' 100 8'-e" 8'-4" 105 8'-7" 7'-T1" 110 W-;4' 7--7' 115 8'=2" 7'-3' 120 8'-D' W-11" 125 7'-10' 1 130 7'=8" 1 135 7'-7' 6'-2' 140 7'=5' 5'-11" 145 7'-3° 5'-9' 150 7'-'2' S-7' 155 7'-0' 160 6'-11" 165 6'-lOr 5'-1' 170 6'-9" 4'-Il" 175 V-7" 4'-9' 180 6'-6' 4'-8' 185 6'-5' 4'-6. 190 6'-4' 4'-5" 195 6'-3' 4'-3' 200 6'-2' .4'-2 INSTALLATION LEGEND CO Ej 1kh750RY� WOOD ,t OUNTNJ 1 2,� & 1 W, 2W, 3W, 4W, 5W & 6W FLOOR%CEILING MOUNTING 5, 6, 7 & B 8W, 9W & 10W • MAXIMUM SHUTTER SPAN 'L+' OR 'L- FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 110 psf. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE y4, SHEET 4 OF 14 /MLTE C ®„w�. TILLIT TESTING & ENGINEERING COMPANY =, • �� . ��"+' �""�' .. •. ' 1�' V' 8355 N.W. 361h SL, St.. 303. Ymmk G.M. RORIOA W P'— (305)871-1530 . Fa:: (305)871-1531 _ ' '•.'} o—mall: Ultewo-I.aom ,. ES-0005,19 W'ALMR A. TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FWRDA Ua. 8 u167 + NOTES: (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. - (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN °L-- FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L+" AND "L-'. (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: L1-= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Lt+', "L2+', "LI-' AND "L2-" (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 Westroads Drive West Palm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 1 j CODE (Non High Velocity Hurricane Zorn 02009 E*TERN METAL SUFPLY, INC. 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A.S.S.A■ American Shutter Systems Association, Inc. ¢268 Westroad5 Drive West Polm Beach, FL 33407 Ph: (877)999-2772 FAX: (561)209-8380 TILLIT TESTING 8c ENGINEERING COMPANY 6755 N.W. 361, SL. 51a 305, NRGPEA GARDENS. FLORIDA 5316 Phone: (305)871-1530 . Fax: (305)871-1531 a —mall: l6tew@acl.com Ee-0006719 WALTER A. TILLR ar. P.E. �OWDA U. u167 :^. r •,l P.E. SEAL/SIGNATURE/DATE TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON .SHEET 11 CODE (Hon High Velocity -Hurricane Zone 02009 EASTERN METAL SUPPLY, INC. BERTHA HV Accordion Shutter System to DESCRIPTION DATE I Drawn by'. F.P. /L6 0. w-ige a/-/ae DATE: o9/o5/oe TAPCON WTM WANCED TNREADFORN TECHNDLDLY, 10/27/10DRAWING No Ett1E TAP W CAP &TAPPER+ 08,27 MAXIMUM ANCHOR* SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 5. 6, 7 & B ON SHEET 6) 313MMOM®' ®'' ®' m' �, m. ®'m' ®'®• ®' mM•M' mmQ,i9Yfi4®' ®• M•©, ®m• ®'®, ®• mmm000voammvvovommm00000m®®®®i®�� mmmonnnom®mnnnvom®moovno®®®®®®mv m000voa®mvonnnmmmoonv®®®®®i�00® mmonnnom®monnnommmonnno®®®®®m®n mmmono>vommmnannom®monnn©®®®®�m�n mmmanvvom®moon©nm®m000v®®®®®®mom mmmonnnmm®monnr�m®monvo�®®moQm® mmmonno®m®mnnnnom®mvonom®®®®m®mv o ®®moonnommmvvomo®®®mn� ,mm�o�on�im®monnnv®®mnnvom®®®®mmo ®mm•v ria®moni�n®ram®mnnnonm®mnm©®©r�a�®nm®a mmmononmm®monnvom®mvvom®®��nn®a �mmO ®®Om®mOnnnO0m0000®®®®I'l�in®®0©i 0®mO�tl7nEiltSf®tin00nn0m®mOn�E�®®®®mnn®®I m®mmrn®o©®®riaonnnrDm®n�®v©a®®nv©v©a 0®mOOm©®�®mOnnnOm®mmn©0®®®mnm©�a� mmrl�Irvom®�a�ranovrv�i®���®n©®®®w©v©'� mmn®nmmom®mnn�om�v®m®aa®mmn�©aa m®mom®oam®mnn�nm®vommaa®®�omvaa m®mv®®va®®mnvova ®oom©a®®mom©©aI �mmEannroam®monnna�i®Flom©®a®®�®om®aI ®n�o©am�nonva Tao©o©ao®vv®avaa >m®mom©aam®mvonnammon�oaa®n®o©maa m®m�maam®mnnnaam®momoaa®®mmo®v�■a !,�m®mom©aam®mvvvaammom©vaa®�®m©maa mmv®maaa�monnaamo®®®aaa�n©©®aaa om�v©vaam®mn�aa®i»o®o®aammm®aaaa m®mfavvaa mmo®®moo ®Imom��aa mmmnm©aam®monvaam®vonoa®®mmo©maa ®0mvvamaa mm m©c�raaa m®mv�aa m®©vvaaa mommvaaa 0imov©vaam®monnaa®�v©Woos®vaaa u�®vonmaam®monvaam�om®maamma®®maa! �mmv�mvaaa®monoaammm©v©aA®mv©v©aa ®nn®v©aammmnnvaanom®©aaavmo®vaaa! ml��®aaau���aovaa ��®I®®aaamv®vaaaa m®®®vaa , m®o�®aaam®mrEanaaammm©vaaa ��©v©aa ®0®mo©aaam®monaaamnomvaaa my®o®aaam®manaaaonovaaaanvv©vaaa ®mmo©oaaam®mvnaav�n©vaaaam®©©aaaa ®mmo®maaam®monaaam�m®aaam�nnv®aaa ,m®mv©aaam®monaaamonmvaaa mn�mvaa mm©vvaaam®mnnaaam®vvaaaaa®®vaaaa ®no®vaaammmonaaa�v©aaaaavv®aaaa �m©aaaam®mvaaaa�®©vaaaami®nQ©aaa ,m®omaaaam®mvaaaam�®®aaaalmn®Q®aaa vommaaaammmnaaaao©m©aaaam©®aaaaa mom®aaaam®mvaaaao�®aaaaammvaaaaa ®noaaaaam®maaaaa�v®aaaaavv®®©aaa aaaaam®OaaQaa�n©aaaaam®©a©aaa '�mmvaaaaammmaaaaam©vaaaavv®oaaaaa ;my©aaaaam®maaaaamnvaaaannnvaaaaa im�maaaaam�aaaaaommaaaaavma®aaaa ,�oaaaaammmaaaaam®©aaaaa�om�©aaa onQaaaaam®naaaaao�Eaaaaaanmvaaaaa mvQaaaavm®maaaaaoawvaaaa®mwaaaa TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP W/ CAP TAPPER+ * SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO EXISTING -POURED CONCRETE (Min. V. = 3 ksi) - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. (Min. Vc - 3 kS;) - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. Yc = 3 ksi) - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. (Min. f'c = 2 ksi) 1/4.0 TAPPER+ ANCHORSAS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (Min. Pc = 3 ksi) NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2'. A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. , ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHALL BE AS INDICAT= ON NOTES A.1) & A2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINE. (8) TO EXISTING CONCRETE BLOCK. (ASTM C-90) - 1/4.0 TAPCON OR TAPCON. WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEN. - 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4-0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION. INC. NOTES: BA) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4' AND TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. B2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL 13E PERMITTED. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS; PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO PEACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.1) & 6.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR Ews WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. .EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE FACTOR ACTUAL EDGE DK:TANCE TAPCON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINT SOLID SET BLUE TAP W/ CAP TAPPER + MIN. SPACING I- D. MIN. SPACING - 3' MIN. SPACING - 3' MIN. SPACING - 3 1/2' MIN. SPACING = 3' 3 3/4' 4' POURED CONCRETE & CONCRETE BLOCK FGL Ea. 3' POM COCFETEJ OWDRETE EM MN Zo-31/flk;x ED.-2 1/2' POURED CONCRETE & CONCRETE BLOCK MN• ED. .31 POURED CONCRETE & CONCRETE BLOCK TAN. ED. •Y paMM CoNLTIETE • E0..3 1/2' OGNOzEIE BLOCK MN E:0..2 1/7 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 2 1/2' - Obt 1.0 - - 0.67 1.0 2' - 0.71 ' - - - 0.51 - 1 1/2' 035 - - - - 0.35 - Y IL ECC�k�. 1 ; TILLIT TESTING §ENGINEERING COMPANY 5355 N.M. 36th. St, Ste. 305. WIMMA CARDENS. FLOR 33 Phone.r (305)871-1530 . Fax : (305)671-1531 6-me0: tilt. 0=1x- • EB-0006719 • WALTER A TILLIT Jr. P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA Uc. # 44767 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 High Velocity Hurricane Zon © 2009 EASTERN METAL SUPPLY, INC. H BERTHA VTM Accordion Shutter System w 45-11. DRAWING No 0�8-227 MAXIMUM ANCHOR' SPACING fin) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14) L_J ' FEB !=-; T F=:;Z AT E SOUTHERN PINE No. 2 VJ/ 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 MAXIMUtd SPAN WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W FLOOR MOUNTINGS 9W & low(ft). WALL MOUNTINGS 1 W 2W, 3W & 6W CEILING MOUNT 8W 9W & 10W FLOOR MOUNTINGS WALL MOUNTINGS 1 W, 2W, 3W & 6W CEILING MOUNT 8W 9�N & 10W FLOOR MOUNTINGS _ WALL MOUNTINGS 4W & 5W NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (P f) NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psf) .NEGATIVE DESIGN LOAD (MI) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60175 90 105 30140 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 150 75 90 105130 40 60 75 90 105 -0" OR LESS 12 10 10 1 g 1 8 8 6 6 1 6 1 6 6 5 12110 110 9 8 8 6 6 6 6 5 4 12 10 10 9 6 8 6 6 6 4.5 4 3 6 5 4 4 4 3 4'-0" 12 10 10 9 8 8 6 6 6 5 4.5 4 12110 10 9 8 8 6 6 5.5 4.5 3.5 3 12 10 10 9 8 8 6 6 4.5 3.5 3 2.5 6 5 4 4 4 3 5•-0" 12 10 10 9 8 8 6 6 5 4 3.5 3 12110 10 9 8 8 6 5 4.513.513 2.5 12 10 10 9 8 7 6 5.5 3.5 3 2 2 6 5 4 4 4 3 6'-0" 12 10 10 9 8 6.5 6 6 14.513.5 3 2.5 12110 10 9 8 4.5 6 5.5 3.5 3 2.5 2 12 10 10 9 6 3 6 4.5 3 2 2 - 6 5 4 4 3.5 - 7'_0^ 12 10 10 9 6"5 4 6 5.5 4 3 2.5 2 12110 10 9 4.5 3 6 5 3 12.512 - 12 10 10 7 3 - 5 4 2.5 2-- 6 5 4 4 -- 8'-0" 12 10 1017.514.5 3 6 5 3 2.5 2 2 12 10 10 5.5 3 - 5.5 4 2.5 2 2 - 12 10 10 4 - - 4.5 3 2 - - - " 6 5 4 - - - g'-p" 12 10 10 5 3.5 - 6 4.5 3 2 2 - 12 10 8.5 4 - - 5 3.5 2.5 2 - - 12 10 4 2.5 - - 4 3 2 - - - 6 5 3.5 - - - 10'-0" 12 10 7.5 4 - - 5 4 2.5 .2 - - 12 10 5.5 3 - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - 6 5 - - - - 71'-0" 12 10 5.5 - - - 5 3.5 2 - - - 12 10 4 - - - 4 3 2 - - - 12 10 - - - - 3 2.5 - - - - 6 5- 12'-0" 12 110 4.5 - - - 4.5 3 2 - - - 12 10 3 - - - 3.5 2.5 - - - - .12 10 - - - - 3 2 - - - - 6 5 - - - - 13'-0" 12 10 - - - - 4 3 - - - - 12 10 - - - - 3.5 2.5 - - - - 12 7 - - - - 2.5 2 - - - - 4 -14'-0" 12 10 - - - -4 3 - - - - 12 7 ' - - - - 3 2 - - - - 12 5 - - - - 2.5 2 - - - - L 3 -15'-0" 12 - - - - - 3"5 - - - - - 12 - - - - - 3 - - - - - 1.5 - - - - - 2 - - - - -- - - - - 72- - - - - 3 - - - - - 12 - - - - - 2.51 - - - - { - 11 - - - - - 2- - - - - •1 NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES_. 1. ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS RgWFACTURED BY I.T.W. BUILDEX W/ MINIMUM THREADED PENETRATION AS INDICATED AT EACH SECTION ON SHEETS 13 & 14. ' EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SNAIL BE AS PER MOUNTING TYPE 7W. SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER N.D.S. 2005 SPECIFICATIONS. 3. SUSSTRATE,SHALL CONSIST OF THE FOLLOWING: =SOUTHERN PINE No. 2 W/ G=D.55 (N.D.S) DOUGLAS FIR W/ G=0.50 (N.D.S.) -SPRUCE PINE FIR NORTH W/ G=0.43 (N.D.S.) -SPRUCE PINE FIR SOUTH W/ G-0.36 (N.D.S.) -MIN" 1/2' COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon P.E. SEAL/SIGNAtU 1 L E C ®o N c. A■ Su-S sA ■ 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. EERTHA HV TA1 Accordion Shutter System TESTING & ENGINEERING COMPANY 6355 N.W. 36U, SL, St.. 3G5, WRGINA GAROFIIS, FLORIDA 33f6 Phone : (305)B71-1530 " Fox : (305)B71-1531 e- .11: 6Reeo®e°I.eom EB-0006719 WALTER A TILLTT Jr. P.G FLORIDA UD. 44167 REVTILUT " DESORIPTION DATE Drown . ' 01° °S-ip8 =/0sA0° /O6 DATE: 09/O5/08 2 7APCOONTHRMFWI TECHNOLOGY D/2�/1 DRAWING No 08-227 3 4 "SHEET -W�/4Fle SAHPCDN INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS -STE'.- OR N0 SHEET 3 FOR TYPICAL TAPCON WITH ADVANCED THREADFORM TECHNOLOGY - 1/4.0 TAPCON OR SHUTTER ASSEMBLY. 2-MOUNnNG SECTIONS CAN BE C W/ 1 1/2' Min. PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. OF THREADED AREA TO EXISTING WOOD HEADER. j W/ 1 1/2" Min. PENETRATION _ (SEE SCHEDULE ON SHEET 16) `\ OF THREADED AREA TO F OR © • _ / EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16)1/4'0-20%3/4' \ S.S. MACHINEO 1MIN. SEPARATION I I A SCREWS W/ 7/4`-20 NUTS TO GLASS ; 1 • �� ® 12' D.C. i I 2 / I Q EXISTING ( I �_ - GLASS—p �_ III T111ii. E s ! III I I I. I \ _ _ I IIIII frlr•1 C IT\ FlNIS,-,7 ;w111G 1 ` EXISTING MIN. L 2"%4' WOOD HEADER REQUIRED EXISTING GLASS 1" MIN. SEPARATION TO GLASS I( a ,I , FINISH EXISTING MIN. E 2'%4' WOOD HEADER REQUIRED e 1 EXISTING �-1' MIN. SEPARATION_ GLASS— TO GLASS 1© WALL CONNECTION AT TOP 2 WALL CONNECTION AT TOP EXISTING 1 i 8 GEG-0 MIN. SEPARATION ' I a 2 %4' CONT. jjjjj TO GAS I A EXISTING 1" MIN. SEPARATION WOOD PE.iL I CLASS—� - TO GLASS I REO'D.-- ! I , ee '( �I RaniFINISH N SH I tl 1 ` \ V 1/4'0 TAPCON OR TAPCON WITH ADVANCED I ! y THREADFORM TECHNOLOGY W/ 1 1/2• Min. PENETRATION OF THREADED AREA MIDWIDTH OF WOOD PLATE. 2"%4' CONT. SILL :1 (SEE SCHEDULE ON SHEET 16) PLATE REO'D. 1;Uy1 WALL CONNECTION AT BOTTOM I�i r I I 7' MIN. SEPARATIoN { I TO CLASS EXISTING I I GLASS--$ • I 1 i 1 ` 1`1 1 1 I u1JLJ N F OR © 2"%4' CONT. WOOD PLATE REO'D. {, .. �{ SJ S � ,! I L) I I� i U LJ •-• !--E { l-, U v Q TAPCON OR 1 { `' 1!�� t 1\ \-1/4"0-20%3/4" I \-Li-1'' Min.-�1/40-20.3/4" S.S. MACHINE j� i L-1/4'0 TAPCON WITH ADVANCED S.S. MACHINE SCREWS W/ 1/4'-20 NUTS ! ` { �(1 SCREWS USING 1/4"-20 NUTS {� 1`` `5� �! I I ! {I _ I THREADFORM TECHNOLOGY ' W/ 1/2" Min. PENETRATION OF I V 1 ( {� 1``" { {{ 111 i I ` 0 12' O.C. ' 2'%4' CONT.' I �1/4-0 TAFCON OR ® 12' O.C. TAPCON WITH ADVANCED THREADED AREA INTO PLYWOOD. i \ 1/4'0 TAPCON OR SILL PLATE REO'D. THREADFORM TECHNOLOGY (SEE SCHEDULE ON SHEET 16) 1/2' MIN. CDX AP EA WITH ADVANCED THREADFORM TECHNOLOGY 1 ' w I, yit W/ 1 1/2' Min. PENETRATION 1/2' MIN. COX PLYWOOD REQ'D. PLYWOOD REO'0. W/ 1/2' Min. PENETRATION OF ! �, �� OF THREADED AREA MIDWIDTH OF WOOD PLATE. EXISTING MIN. 270' STUDS ® 16" O.C. MAX. REO'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. WALL FINISH THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) (SEE SCHEDULE ON SHEET 16) 6W WALL CONNECTION AT BOTTOM SW WALL CONNECTION AT BOTTOM 4W WALL CONNECTION AT BOTTOM SCALE: 3/e'=1' FLORIDA BUILDING CODE Ron High Velocity Hurricane Zone) 02009 EASTERN METALLASUPPPPLY, INC. 1L E C O A■S.S■A■ Accordion Shutter System . - 3.- -- a T� TILLIT TESTING &ENGINEERING COMPANY 5355 N.W. 36N. St. Ste. 305, MRGNIA CAROMS. FLDFJOA 3316 American Shutter Systems REV. N t DESCRIPTION wn w-1es DATE ,/oa/oe Drown . F.P./LG. DATE: 09/05/OB '.. C. a�•• ,\. ,. Phone (305)871-1530 . F.: (305)871-1531 IRIeco6ml.com Association, Inc. 4268 Westroods Drive = TAPCON WITH ADVANCED THREADFORN TECHNOLOGY 1o/a/1 DRAWING NO .�," ' `'•��� EB-OD06719 West Palm Beach, FL 33407 �f 0$-2G% j`W _� P.E. SEAt%SIGNATURE/DATE W FLORiDA.Uc. If 44167 Ph: (877)ggg-2772 FAX: (561)209-8380 5 3 of 14 ' Q— EO 2" MIN. - -. - 4"xB' (Min.) EXISTING WOOD ( + _ BEAM REQUIRED. STRUCTURAL WOOD SPUDS. EDGE (IF APPLICABLE) ADEQUACY OF EXISTING WOOD . / - (AS APPLICABLE) BEAM TO BE CERTIFIED BY I ( % - EXISTING WOOD - REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. ' / / - WALL — , '- -' TRUSSES OR EQ FINISH 1/2" RAFTER ® 24" O.C. REQUIRED - TAPCON '1/4"0 OR I / EXISTING G LASS • TAPCON WITH ADVANCED THREADFORM TECHNOLOGY EXISTING SOFFR " W/ 1 1/2" Min. PENETRATION 3/4Moz. TIiK. OF THREADED AREA TO. �14x3/4' S.N.S. Q EO 1'z4'xl/8' COIT. ALUM. TUBE EXISTING WOOD BEAM ' (SEE SCHEDULE ON SHEET 16) �{0 / O Ij 1' MIN. i .�s'•'•,. •`-: 777 ® 6" O.C. I (6063-T6 ALLOY) W/ (3)5/16"0 EACH LAG SCREWS TO EACH RAFTER OR � I ,I SEPARATION E DR B O TRUSS. LOCATE SCREWS AT I E OR TO GLASS MIDWIDTH OF EXISTING WOOD - O I I 1 MEMBER, (2' Min. NOMINAL I OPEN HOLE AT EACH WIDTH) W/ 2' Min. PENETRATION STUD TO ACCEPT "I ,I t I 0FOR OF THREADED AREA- INSTALLATIONSITH f MAX. EXISTING I I 'I 1 5/ LAO SCREW i I P _ I AT CEENTNT ER OF TUBE. I I DESIGN LOAD AND W-D' MAX. SPAN. THIS INSTALLATION IS ONLY GLASSY I S < VALID FOR WOOD W/ MIN I ' .1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ITW BUILDEX ANCHORS ® B" O.C. W/ 1 1/2' MIN. THREADED PENETRATION INTO STUDS OR W/ MIN. 1/2" THREADED PENETRATION TO 1/2" COX PLYWOOD IF NO STUDS EXIST. —1/2' MIN. COX PLYWOOD. 2' MIN. T -10x1/2" S.M.S. Q 16, O.0 I I I SPECIFIC GRAVITY OF 0.50 AS I I" MIN. I Iw I � ®OR ®(1R �OR - —SEPARATION—I I I DO SPECIFIC FIR OR SOUTHERN PINELJ EXISTING TO GLASS I I No. 2, OR EQUAL SEPARATION P i Ir I" MIN, DR QORCIJ+® G�S�JJ� I i TO GLASS A ' END CONNECTION DETAIL 1W & 4W 1N HOLLOW CEILING MOUNTING INSTALLATION ® SOFFIT MOUNTING INSTALLATION 1/4•0 TAPCON OR TAPcoN WITH ADVANCED THREADFORM I I 2'x4' MIN. WDOD TECHNOLOGY ITW BUILDEX I I 9 A STUDS R.A'D. I ANCHORS W/a 1 1/2' MIN. I i 1" MN. n I i THREADED PENETRATION I I I I I `—SEP CLASS I' I EXISTING G.ASS � I 1' MIN, 1 I I I A - EXISTING I TO GLASS - INTO STUDS Qo 12' O.C. t----SEPARATON 1 I GLASS i r e I i0 GLASS I I I I I I i t III • MIN. e\ 1 SEPARATION \\ / • U I I I I \ I I j ANALTERNCHOR 1 1 lil TO GLASS I 1/2MIN. EXISTING i I LOCATION 3/8 MIN. 1 . Gtf55--J I I 1 jll 2"z6' MIN. WOOD O + I I s/e' Mrv. WASHER4 HEEAD TEK - — - DECK REQUIRED I (NO nNISH 2'x6• -MIN. WOOD DECK \ -.1 ,__ SCREWS ® 12' O.C. _ ALLOWED) - REQUIRED (NO FINISH ALLOWED) - 2" i IN. 2 1.-.4 - : [I EEDGE LI DECK EO CABLE APPUCOF ABLEKIF APP—E.O. E.O. LEDGE { 2" MIN. DECK IF i \ APPLICABLE `-WALL 1/4'0 TAPCON OR TAPCON WIT 2' MIN.^ 1/4'0 TAPCON OR TAPCON WITH Jr 2° MIN © O^ OR OR OR ' FINISH ADVANCED T`HREADFORM TECHNOLOGY ADVANCED THREADFORM TECHNOLOGY �h,, ^, W/ 1/2' Min. PENETRATION OF NOTES: W/ 1/2" Min. PENETRATION OF OR U"R@+® THREADED AREA INTO WOOD DECK. 1-SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY THREADED AREA INTO WOOD DECK. - (SEE SCHEDULE ONNSHEET 16) 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SCHEDULE ON SHEET 16) END 'CONNECTION DETAIL 5W 1`JWI FLOOR CONNECTION AN IN Y WAY TO SUIT ANY INSTALLATION. 1l W; FLOOR CONNECTION SCALE: 3/8" = 1" \J FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) } ,� ©2009 EASTERN METAL SUPPLY, INC. } £:` *pu; ` BERTHA HVTM �.+�.�+� • 1 � ��: - �. ^� IL. Et 0 INI. ■ ■ ■- ■ Accordion Shutter System V. N. OESCRIPTION DATE prawn . F.P. /L6. TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems C[ ' I A: V -1S6 9/w/m DATE: 09/05/08 6365 N.W. 36th. SL. Ste. 305• MRGIMA CAflOEhS, FLORIW 3316 / Association, Inc. Phone (305)871-1530'. Fax : (305)871-1531 TAPCON WITH ADVANCED t.,±i(•;i:)Y,•:"�' a-maO: GlteeomacLeom 4208 Westroads Drive 2 THREADFORM TECHNOLOGY D/n/1D DRAWINeG�O No `f �+ EB-0OD6719 West Palm Beach, FL 33407 3 Q$—LL% WALTER ATM Jr. P.E. FLORIDA Ua. g 44167 Ph: (877)999-2772 FAX: (561)209-B380 4 SHEET' P,E. SEkL/SIGf�1tTURE/DATE 5 14 OF 14 SCOPE: " This'NOA is being issued under the applicable rules and regulations governing the use of construction materials. The'documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). ' , This NOAshall not be valid after the expiration' date stated below. The Miami -Dade County Product Control Division (In Miami Dade County), and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes: If this product -or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0105a" So➢id bertha Aluminum Storm Panes S➢iritter APPROVAL DOCUMENT: Drawing No. 05-078, titled " 0.050" e a uminum Storm Panel", sheets 1 through 15 of 15, and lA of 15, prepared by Tilteco, Inc., dated 04/28/2005, last revision #1 dated 04/28/2 '(10'S,mm signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005, bearing Miami -Dade County Product Control l stamp with the Notice of Acceptance date number and expiration by Miami -Dade County Product Control I5iv" MISSILE IMPACT RATING: Large and Small Missile ImpactH" ot LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the ' following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been .o fT change in the applicable building code negatively affecting the performance of this product. - TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change ' ' materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comp with any section of this NOA shall be cause for termination and removal of NOA. - ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followe the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then ' be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05-0926.03 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI-DARE COUNTY ,�% NClr4_l�D. 08 0623 O6 Expiration Date •/,� 08/07/2013 07 /3�/�d8 Approval Date: 07/31/200 Page 1 D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 01123196, for Aluminum Alloy 5052-H32 by Barmet Aluminum Corporation with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL #846B dated 10131196, for Aluminum Alloy, signed and sealed by Ramesh Patel,-P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98-0817.16 A. DRAWINGS 1. Drawing No. 98-172, titled "0.050" Bertha Storm Panel", prepared by Tilteco, Inc., dated July 7, 1998, last revision #1 dated July 7, 1998, sheets 1 through 8 of 8, signed and sealed by Walter A. TillitJr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. Mill Certified Test Report issued by Nichols Aluminum dated 05128198, with chemical composition and mechanical properties of the 3004-H34 Aluminum Alloy panel. Imy A. Mahar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 E-1 B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, per SFBC PA 202-94 2) Large Missile Impact Test per SFBC, PA 201-94 3) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along"with marked -up drawings and installation diagram of 0.050" Solid Aluminum Storm Panels Shutter, prepared by ATL of South Florida, Test Report No. 0221.01-01, dated 05102101, signed and sealed by Henry Hattem, P.E. 2. Addendum to ATL of South Florida, Test Report No. 0221.01-01, dated 10/12101, signed and sealed by Henry Hattem, P.E. 3. Addendum to ATL of South Florida, Test Report No. 0221. 01-01, dated 02104102, signed and sealed by Henry Hattem, P.E. C. CALCULATIONS 1. Anchor Analysis, dated 09110/01, pages 1 through 53, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P. E. D. MATERIAL CERTIFICATIONS 1. . Mill Certified Inspection Report, of coils, dated 04/24/01, for Aluminum Alloy 3004 -H34 by NA Nichols Aluminum with chemical composition and physical, properties. 2. Certified Tensile Test Report by QC Metallurgical, Inc., Report No. 1 CM-384; dated 03126101, signed and sealed by frank Grate, P. E. y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 E-2. Eastern Metal Supply, Inc. NOTICE` OF ACCEPTANCE: EVIDENCE SUBMITTED 5. ' EVIDENCE SUBMITTED. UNDER PREVIOUS'APPROVAL # 03-0707.02 'A. DRAWINGS 1.. ' Drawing No- 03-141, titled"' 0.050" Solid Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision #I dated July 02, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS J. None. D. MATERIAL CERTIFICATIONS 1. None. E. OTHERS 1. Letter from Tilteco, Inc., dated July 03, 2003, signed and sealed by Walter A. Tillit Jr., P.E., stating that the only change from the previous approved drawing # 01-058 are the general notes #1 & #11 to reference the Florida Building Code and the ASCE 7-98 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05-0926.03 A. DRAWINGS 1. Drawing No. 05-073, titled" 0. 030 " Thick Galvanized Bertha Steel Storm Panel", sheets 1 through 9 of 9, and 1A of 9, prepared by Tilteco, Inc., dated 0412512005, last revision #1 dated 0412512005 signed and sealed by Walter A. Tillit Jr., P.E. on 0911512005 B. TESTS 1. Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized Steel Storm Panels, prepared by American Test Lab of South Florida, Report No, ATLSF 0616.01-05, dated September 15, 2005, signed and sealed by William 'R. Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. on 0911312005. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51 M-926, dated September 20, 2005, tested per ASTME8-93, signed and sealed by Frank Grate, P.E. He y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 E-3 Ijoly A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0623.06 Expiration Date: 08/07/2013 Approval Date: 07/31/2008 E-4 GENFJZ4L NOTESr 1. STORM PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (RAO.) HAS BEEN VERIFED FOR COMPLIANCE IN ACCORDANCE WITH THE , Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWNG INSTALLATION DETAILS SHOWN ON SECTIONS,? THRU I6 (SHEET 3 11 7 OF 2004 EDITION OF THE FLORIDA BUILDING CODE. 15) EXCEPT THAT HEADERS 2, 3 & 4 SHALL NOT BE USED, . DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS - - _'' • ' REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIRECTIONALITY FACTOR Kd-0.85, IN ACCORDANCE 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 1S TO BE •- WITH ASCE 7-98 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS."- STRESSED, A R W VFRIFCATION OF FASTENERS !N WOODINCREASE IN ALLOWABLE STRESS FOR WIND LOADS HAS '(({� USED 1N THEIR ANALYSIS. A DURATION FACTOR CD=1.60 FOR USED . - 9 THE INSTALLATION CONTRACTOR IS TO SEA CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE " BUILDING TO PREVENT WIND/RAIN-lN7RUSIOM CAULK AND SEAL SHUTTER 1774CK5. ALL AROUND FULL LENGTH.' STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED. 1N ACCORDANCE WITH SECTION 1609. 1.4 OF THE 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS ABOVE MENTIONED CODE AS PER ATL REPORTS # 1022.01-01, IF 022;.Ol AND 1 0616.02-05, AS PROTOCOLS TAS-201, TAS-202 AND PROVIDED BY THE JURISOICTLON WHERE PERMIT IS APPLIED TO. TAS-103. 11. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR. ; 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-HJ2 OR JC04-H34 ALLOY. A SITE SPECIFIC PROJECT, !.e- WHERE THE SITE CONDITIONS DEVIATE.,FROM THE PAD. - J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOC1477ON 6053--76 ALLOY & TEMPER UNLESS OTHERWISE NOTED. " (b) CON7P4CT0R TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATON INCLUDING LIFE SAFETY OF� THIS , PRODUCT BASED ON THIS PAD. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON - 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 THIS DOCUMENTT, CONSTRUCTION SAFETY AT SI7E IS THE CONTRACTOR'S RESPONSIBILITY, W/ 50 k3l YIELD 57RENGTH AND 90 ksi TENSILE STRENGTH. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID !F MODIFIED. ... 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR A151 304 SERIES STAINLESS STEEL, WITH J5 ksi MINIMUM YIELD STRENGTH. - • _' " •-: - _ (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLOR04 REGISTERED ENGINEER OR ARCHITECT WHICH WILL , S. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) BECOME THE ENGINEER OF RECORD (E.O.R,) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ' USE OF THE PA,D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER, SHALL SUBMIT TO - -' (A) TO EXISTING POURED CONCRETE- THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. • - - - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. (REGULAR OR 410 S.S.) - - 1/4' 0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO 7EMON (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD '.. - 1/4' o cF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU-FAST CORPORATION. THAT PREPARED ff. - - - - 1/4' 0 ZAMAC NWLIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. 12. SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION AT PANEL _ - - 1/4' 0 x 7/8' CALK -IN ANCHORS OR ELCO male & Temale 'PANELMATE" AS MANUFACTURED ONE LABEL SHALL BE PLACED FOR EVERY OPENING. BY POWER FASTENERS, INC. AND ELCO TEXTRON, RESPECTIVELY. LABEL SHALL READ AS FOLLOWS:- - 1/4' 0 x 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTEC, BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. EASTERN METAL SUPPLY, INC. ' WEST PALM BEACH, Fl_ NOTES: MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED. - - A. I) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR cRETE-FLEX SS4 IS 1 3/4;• • - - FOR ZAMAC NAILIN ANCHORS IS 1 3/8'} FOR ELCO PANELMAIE .ANCHORS IS 1 3/4' _ AND FOR CF TAP -GRIP ANCHORS IS 1 1/41. • ,. - A2) 7/8' CALK-01 ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST, AND i" MINIMUM FOR WALLS WITH NO STUCCO. NwDvCTRENEWED - AJ) MINIMUM EMBEDMENT OF //4'0 x J/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE. NO a Oe'Pt'lag wish the F7nei@ . EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2- LONG MINIMUM SHOULD _ - - Rakgng Cade . - STUCCO EXIST, AND !" MINIMUM FOR WALLS WITH NO STUCCO. ... A—ptuoe NaO A4) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A. 1) km ' A.2) ABOVE. ey��_ -. - aCa9, ., . (B) TO EXIS77NG CONCRETE BLOCK WALL: - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, (REGULAR OR 410 S.S.) - 1/4' 0 CRETE-FLEX S54 ANCHORS AS MANUFACTURED BY ELCO TIXTRON. - 1/4' 0 CF TAP -GRIP ANCHORS (BER774A STUD -CON), AS MANUFACTURED BY TRU-FAST CORPORATION. _ _ - PRO ' _ . CUCf P.DUCr6»i;S4.rzV[Si?D - 1/4' 0 ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. s3o Rieridu _. Bv[divy Cvae - 1/4' 0 x 7/8" CALK -IN ANCHORS OR ELCO mole & female PANELMATE" AS MANUFACTURED '. Aft.PMAMNO No - Z .D3 BY POWER FASTENERS, INC. AND ELCO TEXTRON. RESPECTIVELY- Exrh tjQaDatxO a oog - 1/4' 0 x 3/4' ALL POINTS SOUR -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY, - � _ � -- , . E7 NOTES: - - - NTiscli Dn LvdncA CODAYOL ,. B. 1) MINIMUM EMBEDMENT OF TAPCON, ELCO PANELM47E CF TAP-GPIP AND CRETE- FLEX S54 ANCHORS INTO CONCRETE BLOCK - UNIT SHALL BE 1 1/4'.. 1 J/8' FOR ZAMAC WLIN ANCHORS. •. -_ - - 9.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO TiE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE _- PERMITTED. 1/4'0-20 SCREWS USED SHALL BE 1 1/2- LONC MINIMU,•4 SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO -=' • ' '- F.B.C.(High Hurricane Zone) STUCCO. Velocity B.3) MINIMUM EMBEDMENT OF 1/4'0 x J/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE CONCRETE BLOCK. NO 0.05U' BERTHA ALUMINUM STORM PANEL L.G. DRAWN �' EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" a-20 S.S. MACHINE SCREW USED SHALL BE L 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 4.A810.Y L E C O EASTERN METAL SUPPLY, INC. DATE' B.1) IN CASE IIiAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG �Nc. - 4188 WE58TOAOS DR. ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B. 1) AND B.2) ABOVE. .. TILUT TESTING B, ENGINEERING COMPANY a xv. ' sr. ,nx a EK n .U16! .,wwn��(m na-0 - : pwJan-Ls1: WEST PALM BEACH, FL J3407 . • 175-078 - 71 .. EB-DOD6719 my, ,a �y pai "' aR ORAWINO Ma (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMFNDARONS AND SPECIRCA77ONS OF THE ANCHOR'S MANUFACTURER. SEP i 5 2005 WAL70 A MUr J.. A C. Amu uc i .4/67 a1a oa_1n �� _ _ SHEET I.OF 15 15.719• (IOML WIDTH) F----�I1000• (wForVE WIDTH) I.S00• 1 A9'APRICW(7y) I MM" 1.500' f.17J' 1.500' I �2175'�J.d73'�1. 113•-1 )) ALUN/NUA/tFPANEL _ au• ,�$ iJ,� .J7.• R ^1 •R 21'd• � Q ,oad• 9.119- (TOTAL WIDTH) 1-&000' eEMCME WIDTH)-{ I.S00' f.f7J• ! I•�QQ' Qy. 2S ai I —a tu•-� L�NM I' PANEL ' � suer: W'- r• SQ 3' ANGLE auii n n(ir BRACKET /4' A �:>�•- r• srxr:,ry•.. r• Fa-TRAC1f� rear : J/d• . r 11• I S S STUD M. I AM7C0 o ro•AwiE 1)9' Yeas • o ra• ac ALTERNATE 9 _L 1fC LOGIN)N � mQ L l S L �i a R SdA•----I 9A NINI ANGLE WITH STUD ANGLE WITH STUD SL1tf J/e• . I• © 'h' HEADER ,dD• .lad• I—r2Jd•� REVERSED F' ANGLE TRA S :,/d•- 1• L � mx orm Lttr o`O f.Jn• 1 R •� 7 AJ.a' i d A� al t T t t t F g �. � LDar o7m g - A.79p• �d ..d,J• b (12A) ROUND HOLE AT PAN �.. dim �d�m (OPTION TO 12) 13 KEY HOLE WASHER 3IOJ-N?51 At- -0 OPTION r OPTION 2 scar - 1 ® KEY HOLE AT PANEr COMPONENTS (J) 5/8'I HOLES Ar TOP LUTE (2) AiT DOTTLW LINE 5/15' HOI6_ FOR 1/1'0-7Dr1' SS WCHNr - -- - SCREW TAPCONS - ' asso --I •� _ °U' HEADER ;i �� Alex 3, V RU �Otm ' scvr: J/d• . JH• - Ir �J „I f .5. f S,RM .Idd' TO ANGLE 750F ° SPAOMS SHOW L I ON SECTIONS LSEE XIIE LID T y .. LLOGDcn\ ® f' TRACK ANGLE (1. _STUDDED ANGLE' SGff i J/B•• ,•. _ . ddt/-IJAim AtlDV .• scar+,/A'-P n Z 9 20oucT RENFIVE(J gCdderiIh the FLerLlO oaT� I A/.mp,.,.,.N.08-O 2 .p( 175. Ir DETAIL 1t STUD W/ DIE CAST aNctD9 w cm°w' 1' I I MCl(EL PLATED WIND NUT .. 11 �f 1 fi x7'x14' LONG WA / P/ ITE sale J/ra' . r• -. SEP 15 2005 - . ?PLGniICT F.E 119F.31 • ir�iduoe >r��F .rc eIe o2,�q 26.03 . Sspim iom t o ' - - meal D • •Con F.8.C-Nqh Velocity Hurricane Zone) TOP TRACK (SEE COMPONENTS SHEET 1A OF 15) CONCRE7F ANCHORS (SEE SCHEDULE)— S�TQR P,4=NEL _ T�YPl,C,9 L EL EVA Tl ®N SCALE : 1/8' = I" SCALE: 1/8' = 1' O Lu W - u �� vacie�caaEraeterEp .. - . SaHlu9Cvde>' Ausptava N. — 623• 0 6 ' - Esplrmlon pete D D 13 . L80TTOM TRACK (SEE COMPONENTS SHEET IA OF 15) - - PRovucrnEI,7 ' .. ra eorc!�?yfug;yy PL^Fl;r'de .2 pautivg CMe , AcSepELa.c PIOO M., ,'. ' - ltipisius ' F.B.C.(Hioh Velocitti Hurricane Zone) POURED CONCRETE W REONRED I I I I I 1 SEE SCHEDULE FOR Min. SEPARATION TO CLASS ConL SECTION ® ANCHOR SECTION 0 STUD _WALL MOUNTING INST,4 iATiON SECTIOE/ SCALE: 3/8' - I' MAI�� • WALL LOF SECTION TALIATIYAU D ALSO MOUNTING INSONSECTION F2 (TOP) I 9 C CONCRETE ANCHORS (SEE SCMDULE) 1 �. I I II PoUME'D 4i I I .SEE SCHEDULE FOR Min SEPAM77ON TO GLASS 1/4- %0 r 3f4' BOLTS W/ 7/8 r J/J2' WINO NUT 12" 0. C. Cont. WALL MOUNTING INSTALLANNI1 G INSTALLA SECTION �2 SCALE : J1 E. D. - EDGE DISTANCE (SEE SCHmULE ON SHEETS IO bt 11 OF 15) NOTE FOR COUSINARON OF SECTIONS WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. IL IECO,NP :57lNO t ENGINEERING !N 31. 54 SET, ENGINEERING COC I (WJaSJfiTI-ISfO . /!. i (.R1)9)/-I r E8-OMfi WALTER A RLLIJr. P. L FLORM4 Lk. 1 0167 2NCRETE ANCHORS TEE SCHEDULE) - \ _ $ 3 C-L . ri o WGRETE 4 i ' - SEE SCHmULE FOR , .' I .. , I � •. .. 1 . x 7/8' r•J/J2.WING NUT 0 EVERY STUD 1 $ ® 12'O. C. 9 - CONCRETE OR CONCRETE - - BLOCK WALL W 1.126' - REQUIRED � .. 0 CONCRETE ANCHOR I/4' 0-TD M12'. S:O. - (SEE SCHEDULE) 10 Cont. W/ NUT ® C. BUILD OUT INSTALLATION SECTION 4 SCALE J/B' = 1, _ PRODUCT REVISED . E9 CE,T f}j't a rletLl ft`91.1071da '. , _ l,1b631C3,USYEBfS� " Balding cImle aeareplyftwithenF vH2 Acesplcc:Me ..0 6.03, •� . 8ctdiagcz& Gx. t':eaDsieO n R. Aneptems Neo -O6v •O6 E<p! l3na Date o /j 'LY ' ' fAiaali D:..rs adESA L:m.�' . - M13i•rit Dsd dua CnaPTI ... -. F.B.C.(High ` Va1oCRy Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL LG• MIAMI or. EASTERN METAL. SUPPLY, INC. '/D 7r MPANY 4268 WESTROADS DR. ulm wtsr PAW eFAcx, F;, JJ407 05 -078 M: re ooa�lvl de m. r oossllw alr DRAWING No I OLG Q1-I11 4 67 a -SHEET J OE !S ` 0 Con{. I//4' /-10 S.T S. BOLT CONCRETE ANCHORS (SEE SCHEDULE) E D. CONCRETE ANCHORS (SEE SCHEDULE) W/ NUT & WASHER WASHER O 12' 0. C. I' Min. POURED CONCRETE REWIRED £Y1. I £0. ni POURED uoL I I I I CONCRETE I 4 I I I I m I I I I I I I I m SEE SCHEDULE FOR SEPAR47TON I 1 TO OL45S I I 6 I I I I I i 1 6 = I I I �oLW/j 7/81 I I U I I 3 8. NUT I I SEE 6/ 2- I2'0.0 N•' SCHEDULE FOR M'n•T0 1 ALTERNATE I I CNSSPON I Y LEG LOCAnON I I a 1 y I i I I im,vc Nul!o2 a POURED 8 ConL. 1 ConL I I STUD -EVERY O.C. COA'CRM I I I OR CONCRETE BLOCK WALL W I I 1. 125' I REOUIRED A 1' Isn.�Il 1' ETE i 11"— REW/REECONCRETEANCNORS ' 0-20 S. S ANCH'NE�0 t ANCHORS£. D2" Cant W/NUf&WRC ASHER O, O. (StE S _BUILD OUT INSTALLATION 0E2ING 47L FLOOR MOUNTING — SECTION 5 SCALE:3/8'= 1' _INSTALLATION — SECTION 6 SCALE : 3/8' 1' E D. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 A• 11 OF 15) NOTE FOR COMBINARON OF SECTIONS WALL/FLOOR/CE/L{NC MOUNRJMG SEC77ONS CAN BE COMBINED IN ANY WAY 70 SL11T ANY 1NSTALLA770N, r - CALK 1N OR ALL POINT SOLID -SET b - (CONrR SWj TE ANCHORS E. D,-'u'A'PA ac0 rtrola//emafe ' ° " - (SEf SCNEDU PANEL MATE UL CF TAP -GRIP E D. (SEE SCHCOL2E) k \. I POURED CONCRETE - REQUIRED 1.1 I' Y. _ I, C . POURED CONCRETE S I I_ OR CONCRETE wI �� BLOCK WALL . LEOGRON I ik RE OUfR£D I ' 1 1^i L I 1 W7N0 ° DNUf I. I N I yJ• . 112. c. I I 1 I h I SEE SCHEDULE FOR I I _ I SEE-SCHLDULE I Nin,TO GLASS N I I I •r I I d ..H�=`• 1 I. a I I . 14' I-2014 73 u!®2J i I 1 1 OR CONCRETE '4 BLOCK WALL 7 I REQUIRED W Cont. 1 CURED CONCRETE EOO/RED I I _ /• ;I, F - CONCRETE ANCHORS L1LK-W OR ALL POINT SOLID -SE! OR ELOO...Llyd—m (SEE SCHEDULE) E. D. PANELMATE'°OR CF TAP -GRIP (SEE SCHEDULE CEILING do FLOOR MOUNTING I ' INSTALLATION — SECTION 7 FION B SCALE JILT , , SCALE t 3/8' - 1° FK6iillCi'FtC'k15EU. " � . FKOCS;�L ILD'h�'44ffi ss cnMrly7%"m Lha nori3a Ds..wo.)ing wilt d& Fbi:Yaa.rcA.•,. . 9.11..3Lng CaCs Ar.�{r.7na fln Z O - AtcxpLcess f4D o o `23• 0 6 EsoE::kn rs •ac e Z 4�8 • - FA:p Ilan hate o•0 /3 .. _ eY Cam-• .. t arri mod• z�y'Vif.CT.. P. Cc1a6E9 YIirss:aa ' F,B.C.(High Velocify Hurr cone Zone) 0.050' BERTHA ALUMINUM STORM PANEL La DRAWN B71 EASTERN METAL SUPPLY, INC. /0'A/ED5 . TILLIT TESTINO ! ENCWEERINO COMPANY 426E WESTRMDS AP. :uss K.r. x1n. s1..v.4, nemw aamcxx n .urea W6f PALM LIrACN, n. 334D7- 05=078 , (ms'Jen-rvo . r 1-011-rvr E8-0006719 ,� x, ,�„� ,� ex ti �nnr N1x ORABTNG Na WALTER A RLLI/ 44187E DN OT-141 4 - � �i .tx1 LLVUVVJJ �RID1 MEET4 or IS CALK-lN OR ALL POINT SOUD-SET OR ELCO —le/1—re PANELMATE OR ELCO male/Tamale PAWLUArE PLUS CONCRETE,ANCNORS ® //1 m-ZO SIDEWKK BOLT OR W/> W%1/1 p-20 TRUSSHA BOLT (5£E SCH£OU7�1 .. iLn + f (5£E SCHEDULEJVAllA101 POURED CONCRETE2PCONREC ' m LASS I CUSS SEE SCHEDULE FOR -I Min. SEPARATION I I I I I 1C-; 2 I TO GLASS I I I I I I SEE SCHEDULE FOR I Mrn. S I CLASS70N = ro cross � I N N 111' 0-20 r i' £SM.S. I I 1 O 1/1' m-21 x 1' S£M£ W/ 7/B' b r J/J2' WlNC Uf I W/ 7/B' x J/J2' ®1 O. C i I I WING NUT 0 T2' 0. C. I I I I I I d I I I $ I I II POURED/T/ CONCRETE I I I POURED CONCRETE OR CONCRETE BLOCK WALL o I I I I OR CONCRETE BLOCK WALL C REQUIRED I REQUIRED W I gl CONCRETE ANCHORS J J75 (SEE SCXEDU SCHEDULE) ANCHORS J (SEE SCHEDULE) 6 _WALL MOUNTING INSTALLATION SECTION 9 SCALE : JIB' = J' E. D. - EDGE DISTANCE (SEE SCHEDULE ON EFTS fO & / 1 OF 13) NOTE FOR COMB/NADON OF SECTIONS WALL/FLOOR/COUNC MOUNTING SEC77ONS CAN.. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. E L'LTS ARE J//1 Yx3E: SCREW W/L S A2 k B.2 (SHEET 1) BOLTSARE L/2 lxE SCREW W LENGES AZ & 8.T (SHEET 1) CALK -IN OR ALL POINT SOLID -SET OR ELCO mele/Iemete PANELM47F OR ELCO male//amok PANELMATE PLUS b//1 6-ZO SIDEWALK BOLT OR m W,�/1 !_2D TRDSSHEAO BDLT + + (SEE SCHEDULE FOR SPACING) -1 , . I a \ I I \ c \ POURED W \ CONCRETE \ REGUIRED \ \ I I I I `9. SEE SCHEDULE FOR z� Mle. SEPARA170 tl TO CLASS H I a I I 718' 0 x J/32' a IWING NUT @— EVERY STUD I 0 12' 0. C. I POURED ti CONCRETE I OR CONCRETE W BLOCK WALL REQUIRED I I CONCRETE ANCHORS, (SEE SCHEDULE) WALL MOUNTING INSTALLATION SECTION 11 SCALE : J/B' = 1' (Y/NG NUT O I T - EVERY STUD I , 0 120. C I' 0 Cont.- v I ALTERNATE LEG LOCATION• � _ . I _ r or . I I POURED I 1'--+ SIAS IF .. I I CONCRETE I I ° APPLICABLE - u REQUIRED • CONCRETE ANCHORS —1 E:O. (SEE SCHEDULE). .� CEILING & FLOOR MOUNTING INSTALLATION SECTION :f2eTLoilmceeEsssra . • as comri7:.ar. it&fyit FLariLGT rROCQICT . SCALE J/B >:s�t�p iv717L rAe 6YO�0 AKCET::n—N00 03 p;y�B _ •E•Pi: "cOEat-O r O 08 aa�m Me0 _06Z3.od wT�stx o 9y� . D:rtswD - F.B.C.(High Velocity Hurricane Zone) - 0.050' BERTHA ALUMINUM, STORM. PANEL to 'DRAWN BY.•', 1/0/0.5 .. .. 11 L I: C O pc. EASTERN.. METAL SUPPLY, INC. ' DATE T TESnNO t ENOINEERt COMPANY - 4268 WESmaw OTL . tM, Jany A. Sh .G.l, NxnA'N 6WCGS N SHee WEST PALM BEACH, R. 33407 •. .• 05-07b - (Jdlx)I-Ix$ fo t TJQT.b)!-1!.!I f0-000E7/S- ,y1 ys p�;� goy uR DRAWING N. „ WALTER A 77W JA P. E. RORILlI LTA / 1AI67 Of0 67-fa 1 e _ L - SHEET 3 -OF I3 --------------------------- 2' 1 !/4' NLV. PENEATATION TO LIAx CONCRETE BLOCK c A• 2' TO CONCRETE • -, ..a.�A- �•4 -- I IE9,.7 (SEE SCHEDULE FOR SPACING). II IF7-- J SEE SCREDR 7 fOR Min. S ON CLASS TO GLASS I . I MAP., - I - PENETRAR01i ro 2 h CONCRETE BLOCK I '-' TO CONCRETE I I. 777, .. EXSTNG BRICK VEENER POURED CONCRETE 1//4.0x8' ELCO male R CONCRETE BLOCK PANELMATE WAS ANCHORS WALL REOUZR0 (SEE SCNEDt1LE FOR SPACING), BUILD OUT INSTALLATION SECTIONI3 SCALE : 3/8' - 1' EXISTING BRICK VFEWE R I I I I I 'I ISDNG I ?ICK SILL 1/4' 0-20 r J/4' ROT W/ 7/8'01 J/J2WING NUT 12. 1 C. I I I I I I EXS SMHLNG AS I I APPLICABLE I I I _ I I I I I 5 I Cant G O. - EDGE DISTANCE SCHEDULE ON - NETS 10 & I t OF IS) NOTE FOR COMBINATION OF SECTIONS WALL NOUNnNG SECTIONS CAN BE COMBINED 1N ANY WAY TO SU? ANY INSTALLMON. CONCRETE ANCHORS (SEE SCHEDUlE)� CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED i i I 2 Canf• POURED CONCRETE I I RIDUIRID 'I 2 C-L - I I EwsnNG� I I I I I G I I '- 1 - ClA55 � SEE SCHEDULE FOR I , • a^ t SEE SCHEDULE FOR I I Min. SEPARATION q I TO GLASS I Min.TOSEP� OH I I DETAIL Y/7 1/4. 1-20 x 1' S-S.M.S. _ w/ 7/B' m r J/J2' I I A WING UT a A O. C. i 1 I I 1/40-20 x /' S.S.M.S. 0 J/J2' i - e I I r NUT ® w W1NG 12' 0. C. o I q I CONPOUCRETEOR COETE BLOCK WALL d I IPOURED I I 1 . . REQUIRED W I I CONRC� I OR CONCRETE ,I, •. I BLOCK WALL C I , I REQUIRED W CO, ANCHORS I I (SEE SCHEDULE) I- B _ CONCRETE ANCHORSf - J75• -. Cone (SEE' SCHEDULE) 1NERIORLY REMOVABLE PANEL QI W/ 6 SIDEWALK.B0175,(SE£ DETAIL 2) , [ONN 1ED 1 THRU 5/B•0 ' C-f. ,i0 - HOLES AT 11 ® 6' O.0 R FASTENED SECTION 14A SECTION 14B Ar REAR Iv 7/a•rxJ/Jz' IWNG NUT A EYERY SIDEWALK BOLT. WALL MOUNTING INSTALLATIONS SECTIONS 14 �"°�y1ug11"e'�da L°�ap�EAHB iLlI S�Oizg tba_e SCALE: 3/8' a I' /d m1�1�Vao2�e�2r_�wA•"�'"T':•�u ro-Q.o3 SEP 1 5 2005 :Oita! •L1P-tiyg ✓-___,-_-.... FAC.(High Melocity Hurricane Zane) (SEE POURED CONfREIE RfONRED ---� ISEE SCHEDULE TO M'n. SEPARATION TO CUSS c9� CONCRETE ANCHORS (SEE SCHEDULE )\ POURED CONCRETE I REOUfRED— f—EO-" I ry 4 Cont. I I I I 4 cool. I a^ I I I I L SEESCHEDULE I 1 F TO CLASS I tl I DETM I � I I � I 1 d I I a I I 7/8' 0 r JIM" I I WING NUT O I a I 11 EVERY STUD I I r1 r O 12' 0. C. I 7/8' e r J/J2' 3 I WING NUT O I EVERY STUD I I -O /2' O. C. 9 I cane L /B • I1 , , EDGE OF I /,{',.���j/j���''� —i SLAB 1F I �A PPUGIBt£ n� CONCRETE ANCHORS I I--E. D.—may (SEE' SCHEDULE J ////////J///'Y������� POURED I EDGE OF -'- /1 CONCRETE I REOUlRm I SUB fF APPLICABLE CONCRETE ANCHORS f (SEE SCHEDULE) E D. SECTION 15A SECT/ON 15B `"'CDR` B M A CORN 'E°'° L DRu 5/BY COMING & FLOOR MOUNTING INSTALLATIONS HOLES AT I O B' O.0 &FASTENED SECTIONS 15 AT REAR W 7/B•OxJ/J2' W]NC NUT O EVETTY SIDEWALK BOLT. SCALE: J/B• e.l• .IBIS* 1/4=20r1• S.S. S/OEWALK&MIS, 11 I I W/J 1• SLOTTED NERD, EaTm ),tl REY°VAsLE PM'EL I 1I—bvirmoRtr II nwu KEY HOLE o d' OC Al) W/ 1/I'-20 N AT REAR CONCRFfE ANCHORS CONCRETE -ANCHORS (SEE SCHEDULE) E D. (SEE SCHEDULE) - POURED POURED - - E D. � REOUIR£D Co. I I E0. PORDE REDU/Rm 71", F-'nL < ConL . LSEE SCHEDULE 1DR I SEE SCHEDULE MR I - afin. SEPA TO GLASSSS I 1 {— Arm SEPATION I RATO CLASS HDETAIL 2 I , 711 O x J/J2' QZ W1NC EVERY STUD I 7WIND O— D I I NUT Cont. L i I EVERYSTUD o 1212' O. C. I ' ALTER LATE LED • I 0 --- C-L L I I. EDGE OF ALTERNATE LEG I . I Izmzv� 111' SLAB IFI APPUCAB ('—LOCATION F REQUIRED MNCREIE ANCHORS L-. (SEE SCHEDULE) E.0.—I I I - _ 7,=.. URED CONCRETE CONCREQUIRED -(S) SECTION 16A - ECT/ON 16B INTERIORLY REMOVABLE PANEL p1 W/ _ SDEWALK 80LT5 DETM 2) ' CpVN TED ro �7NRD s/B SLING &FLOOR MOUNriur INSTALLATIONS e HOLES AT(11) O s• OC s FASTENED ar REAR wj7/s'axJ/J2' wrxc Nur SECTIONS 16 sL°E"ALK SCALE : 3/8' m I' PRODUCE R''Yt3'EO - - - PRODUCT RENEWED m aompvon„ fft the &Pori n c Paul 7x c 1'.w 0 RExlovAatE INSTALLATIONS VALID FOR PANELS O USED JOINTLY VyiZ thlhaFleAda o e' 0. ALYEpmoa No G , 0 6 Z3.o 6 Expl.: L:o'*•a.. o o p8 - I I WITH INTERIORLY REMOVABLE PANELS n ' EEpI Don DJ.IEO D ZOPr EY I I I I .1875" I I 050" 1/� Hot e o e• ac. DETAIL 2 — INSTI unply OF ffA'x1' SIDEWALIY BOLTS O BEA(OVAB a PANET CD. £OOE DISTANCE (SEE SCHEDULEII ON SHEET /0&d• 11 OF IS) FNM£ FOR COMBM77ON OF SECTIONS TLOORAMMAG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. h41aa7 QaRt .dasSCuulml - - RIly5' 1 Dodo d:llL ITI:•¢:Ca - .. _ - - . DhislcD - F.B.C.(High Velocity Hurricane Zone) Max. CAP I 1/4' Max. GAP / 1 SECTION B-B SCALE : i/8• _ ," 1 14B/6, 14A/6, (WHO-) MOLEV rr2/15, 5,168/7 15,16A/7 BUT NOTCHED1/4 -20x1' S.S. EA CORNER 0SIDEWALK BOLTS BOTTOM AS ETAILS 2/7,SHOWN. / �� ORQ9 OR 148/6, 14A/6, 15,16B/7 15,16A/7 Ii. CONCRETE ANCHORS (SEE SCHEDULE) J' Max. Max. I Min. i "I'm INTERIORLY REMOVABLE STORM PANEL ?TIAL ELEVATION Y SCALE : 1/8" a I' INTERIORLY REMOVABLE PANEL ©W/ SIDEWALK BOLTS (SEE DETAILS 2/7, 2/14) CONNECTED TO 0 THRU 5/8"r HOLES AT © @ 6" Ox & FASTENED AT REAR W1718"Ox3132- WINO NUT 0 EVERY SIDEWALK BOLT. SEP-r PROCUCT RENEWM » CMPlylag w4h the J7.0 tsl, _ BlIdlag C d. ACtcPtao-af -0 -0 1 Esplrattoa Oata a o /3 ummITlt ., iilou . rem 0vcraaYG.Er) . a 0=0 tg wl:Y. tiro Florida 1 f5arn`Csd• mdzt1CCm jd • DIV"`S:- .. F.B.C.(High Velocity Hurricane Zone) POURED CONCRETE CUT PANEL WALL REQUIRED OR— BCOCX � 2' r J' r .093' JIGS OR � 606J-T6 ALLOY Cont. AJ...um. ANGLE 1' Min. N1TH ANCHORS O 12' O. C. ///--- METE ANCHORS 0. C. r1 / HALF PANEL ' 2 2' A 4' r .725' 7 J105-H14 OR 600-76 ALLOY 8 C.L Alum. ANGLE '4 CASE A (Plan) STALE. 114' = I' MAXIMUM DESIGN PRESSURE RATING * (p s f) AND '. —1 CORRESPONDING MAXIMUM PANEL LENGTH 'I' SCHEDULE - 3 114' CAP 1.000' OR CONCRETE BLOCK WALL REWIRED CASE D (Plan) SCALE: 114' = I- U � VARIES I PoURED CONCRETE OR CONCRETE BLOCX Max. I I 6 OR ® .. WAIL RFOUWEO I POURED CONCRETE OR CONCRETE BLOCK 0 0 WALL REOUREO 500' Min. CONCRETE ANCHORS ' O 12' 0. C. I 2500' . Mm. 80' ! L MY 2 . an 2' Nor. \ OR O OR OOR ® \ 1 2' x 2' r .055' TO 2' x 5' r .055' Co L ALTERNATE LED LM170H q OROOR ® ANm. ANGLE OR .080' 3105-HIS4 SHEET METAL Alum. BENT PLATE 1/4- I BOLT 4' x 4' x .072' O 24' O. C, J}05-HI4 OR 6063-T6 ALLOY W/JACKNUT Cont. Num. ANGLE CASE B (Plan)- CASE C (Plan) SSCALE114" = I' SCALE: 114' = I' END CLOSURES DETAILS SEP 6WX/MUM DESIGN PRESSURE RAJ7NC Mar. PANEL LENGTH MINIMUM SEP,1RgT/ON APPLICABLE 70 SECTIONS ,f & PRODUCTRF.N.EWED - w eompltimu Mth the FN11Qo ouluvaAasptcaae No 08 62..%0 6 • E.pIntim o o zo13 DY Dh4EtaD� ` PR-7UCFR£VI5FS6 as A�Lg:z 1fi•.{L:/a+e1 €d ' • iballd CNIIQP, . F.B.C.(High Velocity Hurricane Zone) Al/AXFff& DESIG. RATING "W" (y.Sf) AND C299 SPONDINC- MAXTlM dNI`AAR FACING SCFIEDULE FOR INSTALEA770N4 AIT rnArrRlLTPL ANn rnNrRPi74.+ nrnnrr Iamnrre l mmn 61hYAfAti "(QaTJ 9 '- AAtk9 AWHWS SPA M M L 0. 7 W AZcnmsI & 0! M7N LENCEN PAma rK4(dAAI WIGM'C19ElE MACays m IASWLRY CRC1I-NfY 351 EGI N CRaE TO WSbWV LWC NI[Pl to 0 NMW A WSWWY C1lX-M f0 LGVCRiL TO 1ttTMWY SW6-SfT la LYDKRLTE t9 AtlSOARv CI TV- " t9,ONrlNTT N YAsa'MY FAVONARf f0 CMCNLTE TO /tlf0114F IOMXi1417E, PLU9�j fo'),"COAL4FTF. N WTOANl1' I/O SS LVC4Y 10 (LA1]ai[ ro Itlf(YfAI' e' #' N/A 6' N/A WA N/A N/A 1' to' WA 7 8' N/A N/A N/A N/A N/A 3' 12' N/A 7- J //2' 11' WA It' N/A 12' N/A 7 1/2' N/A WA WA NIA 1 (rap) I (B0r70AQ J2' 15' 1T' N/A 6' WA NIA N/A WA N/A N/A N/A t0• !0' 10' NIA 7 1/2' N/A 12' 12' 12' WA 9' NIA NIA N/A N/A NIA N/A N/A 12' 12" 12" N/A a' WA II' 11' 1I' N/A 11 N/A N/A 12' N/A N/A 7 1/2' N/A N/A N/A WA WA N/A N/A 2 (TOp) 2 (B01T0Y) J (!OP) a' N/A N/A to, 7 1/2' 12' 9' NIA N/A 12' a' ff' II' 11' 7 I/2' N/A N/A J (801TP) 12' 11' N/A 6' N/A WA N/A N/A t0' 70' N/A 7 I/7' 12' 11' N/A 9' N/A N/A N/A N/A /7' 12' WA 8' it' 1" N/A II_ N/A /2- N/A 7 I/2' N/A N/A WA WA } (10p) 1 (BOTMW) 12' 11' B 1/7' 8 1/2' NIA 6' WA NIA N/A WA 12' 1T' N/A N/A N/A N/A to' 10' S 1/2' 3 1/2' N/A 7 1/2' N/A N/A f2' 12, 7 0' 7 1/2' N/A 9' WA WA WA WA N/A NIA /O 1/2' N/A N/A N/A WA 12' 12' 8 1/2' a I/2' WA 8' NIA WA 11' ff' 11 1/7' 1/ 1/2' N/A 11' N/A N/A WA 12' IT- 71' N/A 7 1/2' NIA . N/A N/A WA 9 1/2' D 1/2' N/A WA N/A N/A 3 (TOP) 3 (Bomm) a (TOP) 6 (BO170N) t6JJ, -6JS 7 I/7' N/A WA WA II 1/T' N/A N/A N/A It. N/A N/A 7' 11' N/A 6' 10 1/2' 17' N/A 11' 7' I2' WA 10 1/2' NIA / to, N/A 11' B I/2' WA N/A WA 7 (TOP/BOTTLg!). 8 (R7P/$(1TT0Y) _0"OR lE55 17' N/A 12' N/A WA WA 12' WA N/A WA NIA N/A 12' N/A 12' N/A 12' N/A 9 (Tap) 12' B' 12' 12' WA NIA 17' 9' NIA N/A N/A N/A 12' 11' T2' 7 1/2' 12' 7 1/2' 9 (BOTTOM) WA N/A N/A NIA N/A 6' Ir 12' N/A N/A 17' 6' 17' 6' N/A WA ff 1 P(7DP 11' 6' /2' TV NIA 9' A'/A NIA NIA N/A 12- 10- 12' 7 1/2' 12' 7 1/2' 10 (sonaw) WA WA N/A N% N/A WA NIA WA N/A WA 12' 11' NIA NIA NIA WA )J (RJP) N/A N/A N/A WA N/A TIA2 WA N/A N/A N/A WA 12' a' N/A N/A N/A WA 1J [80llOM) 12' WA 12' NIA N/A WA NIA WA NIA WA I2' NIA 11' WA JS' N/A is (TOP) 17' 6' I2' 12' NIA 9' WA NIA NIA N% 12' I)' 12' 7 )/2' 12' 7 I/2' HA (BOTTOM) 11' 1 1/7' I7' 8' NIA 6 1/7' NIA N/A N/A WA /2' 8' 12' 3 1/2' 12' 5 1/1' LIB (BOTTOM) 11 I/2' 8 1/2' WA WA 12' 12' NIA NIA NIA NIA NIA NIA 12- 7 W. WA WA NIA IO 7/7' WA N/A WA WA WA WA 12' II 1/7' NIA N/A 12' it, WA N/A 12' 9 1/2' NIA NIA 72 (rap) 72 (BOTTOM) I1 1/2' B I/7' WA WA 12' 12' NIA WA NIA WA N/A N/A J1' 7 1/2' WA WA WA WA WA WA NIA WA WA WA 12' It I/2' N/A NIA /2' )I' WA WA 12' 9 1/7' NIA N/A 15 (TOP) ISA (BOTTON) NIA WA J 1/7' N/A N/A NIA N/A WA N/A NIA NIA WA J' NIA J' WA J' WA 15B (80770N) IT I/1' 8 1/2' N/A WA /1' 22' N/A N/A WA I WA N/A N/A 17' 7 I/7' WA WA NIA WA WA WA N/A WA N/A I WA f2' II 1/2' N/A NIA 12' 11' N/A N/A 12' 9 1/7' WA WA J6 (TOP) 164 (BOTTOM) J' WA 4 1/2' N/A WA N/A J' WA N/A N/A N/A WA 1' N/A }' NIA }'. NIA 169 (LTOROM) ' a' WA N/A N/A a' a' NIA N/A NIA 6' WA 6' N/A N/A NIA N/A N/A 2 (TOP) 6' S 1/2' N/A N/A 6' a' 6' NIA NIA 6' a' 6' 6' WA N/A N/A N/A 2 (BOTTOM) -850 6' WA N/A N/A 1 I/7' PWA 6' WA NIA NIA 8' N/A 3 112- NIA N/A NIA NIA NIA a (TOP) 9'-0' TO 10'-0' a' WA WA WA 1 I/2' 6'WA 9 1I2' WA 6'NIA 3 1/2- N/A NIA NIA WA WA 6 (NOTmu) 8'N/A WA N/A }' 9' N/A 9 I/2' NIA a WA 1 1I2' N/A N/A N/A WA NIA 7 (T0P/80770M) N/A WA N/A N/A N/A 8' 6' 12• U. 6' 6' 6' 6' NIA WA WA I NIA 18 (JOPj w„GY) • NAWUUM ANCHOR SPACINGS ARE VALID FOR J 1/2' EDGE DtSTANM FOR E. D. LESS" J 1//22' REOWE ANCHOR SPACING BY AIULNPL}WO SPACING SHORT! ON SCHEDIRE BY THE n7110WWG FACTORS (NOTE Afkt E 0. FOR CALK -IN ANCHORS IS 2 7/2% FOR THS aMiNITON TO BE POSIBLE REDWEO SPACING OBTAINED LTSWa rCTOR SNAL/. NOT BE LESS THAN N/N/Aw SPACING IND/f.ATED FOR EACH ANCHOR TYPE AT ANCHORS L£GETID. FACTOR ACTUAL E D. REGULAR TAPCOM 110 S.S. TAPCON, CRETE-FLEK SSS, ZANAC N,VLIN0. PANEEMIE' OR PANRAplE PL05. CALK -IN SOLN-SET Cr TM-GR J' •86 .79 .7a 7.00 .7T .50 7' .50 - - E. A - EDGE DISTANCE ANCHORS LEGEND ANCHOR TYPE ANCHOR SPACING REGULAR TAPCON. 410 S.S. TAPCON CRE7E-FU :r SSI, ZAMAC NALWQ CF TM-GRW, PANELUAIE OR PAIVELK47E PILS. J.0' CALK-W .. 'u• ' SOLRT-SET Wig• PRODUCPRE.NEWED B�dPt3"¢w'Ih the Fl01idA Amptlam NOO$- et G Z3. 0 6 E]Pind"DAha e7 9_,e EOSe>"p:}ieG aLPo �C Flabisl� - - lf _r "j; 5'-0 2, 0; ' F.B.C.(High Velocity Hurricane Zone) 0,050' BERTHA ALUMINUM STORM PANEL L mm DRAWN BYr IL E C O INe. EASTERN METAL SUPPLY, INC. 4268 WESIRO409 DR. A/CAE09 'STING h ENGINEERING COMPANY Wy tqura ewmDa n SN66 A Al") WEST PAW mcI{ FL .U107 . OS-078 e (AI N-1310.Tv. l Ee-000E719 DRAWING No m p , y" m d" WALTER A ULU Jr. P. E. FLOR6N Lie, ; 41167 o1D a7-r1t - 1/76 _ s - - SHEET !0 OF 13 W10NL9/ OESCN LOAD W Or.•J) UVA M AMMORS VACNG /UR E A - J 1/1' • APP901BLE TO �IGM1s / & ANT CONBl wn Or THOW INY1" PANEL Lamm 2' (NJ R£GL TAFCONS CREIE-11EX SS4 ZIWC NWh C I -01 =U1 sEr [F TAP -CHAR PAN£IJNOS PANIWIE PUR 410 SS IA^Y.roN ro CONCRt7E ToM 50NRY TO CONCRETE TO1NSQNRr TO CONCRETE TO W6ONRY TOCO ARE1£ TO UMW TOG0 A 67E TO Il 50NAT m CdKREX m WSONRY m CONC1 M ro WSOWr m WNCREIE m AAISWNY ro CONCRETE ro AASO W1' B' N/A N/A N/A S' N/A 6' N/A N/A N/A J 7/2' N/A 2 1/2' N/A N/A N/A N/A N/A 1 (TOP) - 12' S' WA N/A 10' 6' 12' 7 1I2' WA N/A 12' 6' 9 1/2' 9 1/2' N/A N/A N/A N/A 1 (BOTTOM) IZ' WA WA NIA to' . N/A 12' NIA WA N/A 12' N/A 9 1/2' N/A NIA N/A N/A N/A 2 (TOP) 12' 5' N/A. NIA 10' 6' 12' 7 1/2' WA N/A 12' 6 1/2' 9 0' 9' N/A N/A NIA WA 2 (BOTTOM) ' 12' WA N/A N/A 10' 1 N/A 12' N/A WA N/A 12' WA 9 1/2' N/A N/A N/A N/A WA J (jOP) ' IY $' N/A N/A e' 6' IV 7 1/2' N/A NIA 12' 6 1/2' 9 1/2' 9' N/A N/A N/A N/A J (BOTTOM) +65.0. -77.0 12' N/A N/A N/A !0' N/A 11' NIA N/A N/A 12' N/A 9 f/2' N/A N/A N/A NIA N/A 4 (TOP) 9'-0' OR 1ES.4 12' 5' NIA WA 8' 6' 12, 7 1/2' N/A N/A 12' 6 1/2' 9 1/2' 9' N/A N/A N/A N/A 4 (BOTTOM) 12' N/A N/A N/A e' NIA 12' N/A N/A N/A 12' WA 9 0- NIA N/A N/A, NIA NIA 5 (TOP) 12' 4 1/1' N/A NIA 7` $' 12' 6' N/A N/A 10' S' 7 1/2' 7 1/2' NIA N/A NIA _ N/A . 5 (BOTTOM) "- 7' N/A WA N/A 4 1/1 N/A 6' N/A N/A N/A 7' N/A 5' NIA NIA NIA NIA 'N/A -6 (TOP) - 7' N/A N/A NIA 4 1/1' N/A 6' N/A 9' N/A 7' N/A 5' WA NIA N/A NIA N/A 6 (BOTTOM) ' 6' N/A NIA NIA 4' N/A 5 112- N/A 9' NIA 6' N/A 4 1/2' NIA N/A N/A NIA 'WA - 7 (TOP/BOTTOM) NIA WA NIA N/A N/A WA 12' 6' 12' 12' 12' 6' 6' 6' N/A N/A NIA NIA a (TOP/BOTTOM) - 6 1/2' WA 12' NIA NIA N/A 6- NIA 9 7/2' NIA N/A N/A 9' NIA 9' NIA 1 1/2' N/A 7 (TOP/BOTTmM) ` +65.0, -72.0 N/A WA WA NIA NIA NIA 72' 6' 12' 12' NIA N/A 12' 6' 12' 6' NIA NIA I (TOP) - 9'-0' OR LESS 12' 10 1/2' NIA NIA 12' e' 12' 12' N/A N/A 12' 9 1/2' 12' 6 1/2' 12' 7' 11 (BOTTOM) - 6' N/A N/A N/A 6' N/A 6' N/A 12' 12' 6' NIA 6' NIA NIA NIA N/A NIA 2 (mP) 6' S' N/A N/A 6' S 1/1' 6' 6" N/A N/A 6' 6' N/A N/A N/A N/A 2 (BOTTOM) 6' NIA N/A NIA 4' NIA 6' NIA NIA N/A 6' WA 5' N/A N/A NIA NIA N/A 5 (TOP) ' 62.0. -73.3 S. NIA NIA NIA 4' NIA 6' N/A 8' NIA S. N/A 5' NIA NIA NIA NIA N/A 6 (BOTTOM) 9--0- TO 10'-0' 6' NIA NIA N/A 5' N/A 6' N/A 8' N/A 5 1/2' WA 4' N/A NIA N/A NIA NIA 7 (TOP/eOTTON) N/A NIA NIA NIA WA NIA 6' 6' 12' 12' 6' 6' 6' 6' NIA N/A N/A NIA 8 (TOP/BOrMAf) ' N/A N/A NIA WA NIA N/A NIA N/A I2' 12' NIA NIA N/A N/A N/A N/A NIA N/A ! (BOTTOM) 1( (,70 11 (TOP/BOrmm) • AE4N01UM ANCHOR SPACINGS ARE VAUD fOR J 1/2' EDGE DISTANCE FOR E D. Lm In" J W/2-, MR.ANCHOR SPACNG BY MULTIPLYING SPACIN//G22SHOWN ON SCNECRE BY THE FOLLONNM BACTOR£ F'OR TI14AOPERAn0N TO BE POITH REDUCED SPA C 08FAINED FACTOR SKALL NOr BE LESS THANI1011NUM SPAGNO INO1GlE0 FOR EACH ANCHOR TYP£ AT ANC ANC1pR5 fECENO. FACmR ACRM E 0' REGULAR TAPCON, 410 £5. 7APCOA: CRETi-FLEX SS4, ZAAKN C NARA, FANELAAFE OR PANELM W PLUS. GG(-IN SON) -SET CF TAP -GNP J' •86 .73 .78 00 1 1/2' .7f .50 2' .50 AN=RS_ LEGEND ANCHOR TYPE REGULAR TAPOO14 410 S£ lAPFAAC rRETWIPI (554,ZAM4C AKVNI; C' 1AP-GRP,PANFLWTEORPMlELWTECALK-INSOLID-SEr JOA `y$EP 1 b 2005 ` .. PF 3BL'C:'6tE678fLn •' " ' mcamF:i6gc1:!i1sh:FiB1i3J. ; ' y . FAC.(High Velocity Hurricone Zone) J 1/4- 0 LAG SCREWS O 6' 0. a W/ 1 1/2' Min. 114' 0 LAG SCREWS THREADED PE 6MI7CN O 6' a a W/ 1 112- Ara. rT0 EXISnNG W., HEADER. THREADED PENEM770M / �70 EXISTING WOOD HEADER. 1/4' 0 LAG SCREWS O 6' O. a W/ 1 1/2- Mtn. -- THREADED PENED7A"ON TO Si +J EXISRNG WOOD HEADER. 'T 10 ConL 1-20 S S BOLTS O S i 2 Cont. I 3 12 a s W/ NUT ,* WASHER WOOD hWEF REQUIRED I REQUIRED HEADER I t i I Sal SOCRU NA I sLz sr,rFvuLeTOR I yyrr h I 4 9. ACn. STPARA110x I W. sE lmR y I Cane TO CLAV ro aus WOOD NEARER g 2 REQUIRED I 1 ALTERNATIVE 5 SEE SCHEDULE FOR ALTERNATIVE I MI'•ro PACusN I tl I 4 IL I ' ' �' I ALTERNATIVE 7 7/8' 0 r J/32 B I t - WIND NUT O 8 . VE 0. STUD O TO 433'-0. i) r .BJ4- LONG BRASS BUSHING W/ 1/4' 0-20 x 1'SS.SKSO r2'aa• EDR SPANS I/P TO 5'-e' A - a FOR SPANS UP TO 'Moa e'-0OR 0-20 ELCO m°7e//em°k " PMIQANTE O I O. a W/ 1 7/B' 1.1 TO .11AT70N FOR SPAN UP TO 9'-0: I �'T,1DER I - I g .. .DUCE DON � I O MIDWIDTH OF PLATE 5 Con1. 4 %-20 SS 1.I J' 6017E W/ 4JJ' 0. D. x 6Jf' LONG BRASS J70C. 7/510 x J/J2' - BUSHING W/ I/4' 0-20 x , WING NUT . _ 2' S S. S. M. S. , 12' 0. C. 9 C-L O I2' O. a WORD _ P. FOR SPANS UP TO 5'-9' I/f` 0 LAC SCREWS REOUWED AND O 6" O, a FOR SPANS UP ` 2' x U EE O TO 9'-0' Mox. OR I/4 6'O. aW/J J1' •-20 ELCO mole lem°le. REQUIRED / I/4' 0 !AG SCREWS / - Mdr. TIYRFADED PENE7RA770N O 6' 0. a W/ 1 I/2' _ PANELMATE- .O MIDW7DTH OF PLA7E Min. THREADED PENEMnON 1 7 MiA. PENETRA)fON .. O M/DWIDTH OF PLATE SPANS UP TO 9'-0'. :- ALTERNATIVE 2 ALTERNATIVE 6 racra �+En� ALTERNATIVE 8 ee eesAgylO.O c..66Se 14e7f1Fi - sm6o®mEPOR I WALL MOUNTING INSTALLATIONS Elph UxleO O �� FrzaT uc?2BYt ED TO nnv I sv t SECTIONS A SCALE 1/4' - 1• 1Duk A=fcaa!nd Esi„��r,C.05,-- 70G / SS. I NOTE FOR COMBINATION OF SECTIONS: Dlvidun Fii;s Scs 3^:a 0 D ZOOB 7/B e x J/J2' I - ® 12 0. a I . N ANY 9AYDTo suit ANY IN 7ALLATION, N BE BIND _INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TS�nDI Doss. 0,i6 6 Cent. NOTES. • F.B.C.(High Velocity Hurricane lane) 1. INSTiL'LARONS ARE ONLY VALID FOR DESIGN WEND LOADS UP TO +65.0, 0.050' BERTHA ALUMINUM STORM PANEL Ea I/s' o LAG SCREWS -72.0 psl AND PANEL'S LENGTHS UP TO 9'-0', EXCEPT AS NOTED. GAAWH Brr 2' x f' PLAT]6 6' O. C. W/ 1 1/2' R UP7£0 MTn RIREAOED PENE7RAnON 2. NEW 2' x 6` P. T. TO BE SOUTHERN PANE Na. 2, SURFACED DRY WITH 4/28/05 O MIDWIDTH OF PLATE 19 9 M. M. C. W/ SPECIFIC DENSITY OF 0,55. ' L E C O mc, EASTERN METAL SUPPLY, INC. DATE J. FOR NEW WOOD FRAME CONSTRUCRON.• WOOD MEMBERS TO BE SOUTHERN TIL% TEST/N0 t ENGINEERING COMPANY 4268 WESIRO 0S DR PINE No. Z W/ SP£C1FlC DENSITY OF 0.55 OR EQUAL. acv xr..nw st..1aT, wnavl etRW4 n MIM WEST PALM BEACM FL M407 05-078 vr�. r Nm r-ram . n, r (xn7en-rslr, ORAWIA'G No ALTERNATIVE 3 SEP I S WAL m u'�"i « P. W b °�' ' 5p ,RDTT ,2 GF,J 1' x 4' r 1/8' 14 J 4 •I� S. 5. S .6 4 Min. (6063-15) A(lum. TUBE W/ UG SO4fW5 T04• EACH JOIST. O 6. O. C. I C-L LorATE SCREW AT MIDMDTH OF EXISTN0 WOOD 5¢ srRL1wE Fa4 kh SD'NIATON ro cuss 1 I MEMBER (Z' M/n. NOMINAL MOTH) TWIf/RFADmZ' Mtn, ALTERNATIVE 9A PENETRAnOK Z7Y II t N6C• T O/71JR/O1J 12 C. 6• WOODDECK g I REQUIRED Conl. L I �WWEDD) WOOD IRS O 24.a ' / 11 r J/4• l" x 4- x 1/8" Min. (BOBJ-T6) Alum. TUBf W/ S S. O 6' 0. C. IAC SCREWS lD B EACH JOIST. CanL I LOCATE SCREW AT .WDMDTH OF S¢¢ laa I kh srAennov I EXLSTINO WOOD MEMBER (2' Al,),, m cuss ANAL Dom I 112 1 THREADED ALTERNATIVE PENEM41WIM. 10 /a• a Ll O W 5CREWS 00B' O. C. W/ Conl. 1' r 4' PEA 1 1/2' Min. THREADED REQtI1RE0_� PENETRARON O M/DMDTH a• x 1' P SCREWS O 6' 0. C. W/ O 4-- o.a ! //ZZ Mln. O 4' e.c W/ 7 1/a Nfn. PENEHWTAJN O MRTMDTH THREADED PfNElRADON, lHREAOED PENEJRAJpN. . OF PLATE. ALTERNATIVE 9 ALTERNATIVE 11 ALTERNATIVE 12 * ALTERNATIVE-1' * VALID FOR Max. +63.5, —63.5 psl. CEILING A FLOOR MOUNTING INSTALLATIONS WALL MOUNTING WSTAUATION SCALE : 1/4' 1' SCALE : 1/4• - I' PF;C-D l-1 RE."mED - Ei�;e••h;;: ry•tc0 a NOTE FOR COMBINATION OFSECTIONS: PROlUMMMIM � ' � � g��muhtlePRxlds WALL IN D IN AN W Y TO SUIT SECTIONS LA BE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ElPI e"�°u�o - e Z Z,6 ` ' 'F- WAU COMBINED R ANY WAY TO SUIT ANY IONS CANON. - IS li'ir:.e, u - MLuB DtII Bud CO¢Im Dhisba NOTES: _ F.B.C.(High' Velocity' Hurricane Zone) T. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0. -72.0 PSI AND PANEL'S LENGTHS UP TO 9'-0. EXCEPT AS NOTED. 2. NEW 2• x 6" P, T. TO BE SOUTHERN PINE No. Z SURFACED DRY WITH 19 R L4. M. G W/ SPECIFIC DENSITY OF 0.55. ' L-CO J. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUNi£AN PINE No. 2, W/ SPEC1f1C DENSITY OF 0.55 OR EOU.AL. Cam-- mur TEsnNa tr EHc1HEEal xsu SEA_ 1 5 2005 kx. yen. sr. xt sxtsos I fB-000679 wAR A nLLlr 4 rtWRmA ua 1441, 1 7/8Min. 2• EXIST! I/4'OW ELCO mole PENETRA77ON rMax FERCK IMER PANELMAIE NAS ANCHORS 1/O• LAG - O //' O.C. 8 2W/ 1 l/2' - 4' x 8• (Min.) IXISnNG .5 0. ATin. )NR£AOEO P I4e.N SCREWS O 6' O. C. W/ WOOD BEAM REWIRED. W70 WOOD HEADER. 1 1/2' Min. THREADED 1/4' LAC STRUCTURAL ADEQUACY PENMAnON TO EXIS17NG SCREWS O 6' O. a w/ WOOD HEADER, OF EXISTNC WOOD - 1 1/2' Yin. THREADED BEAM M ER CERNGIN I / - TR WODINETT D PENE HEMER. TON 70 TWC ' - BY REGISTERED ENGINEER g 1/ - TO OR ARCHITECT TTER 1N TALLAnaN 5 N �' 1/4.0 SS LAG SCREW a WOOD 4' m.e. w/ 1 r/Ar T On ry HEADER I I s i $y HRfADEO PFNETILIRN i 4 Cont. REWWIED I L I 2 Conf. a •r I 2 ConL EXISTING I ;: • .' .: I 3 1 AS APPVCABLEN� I WOOD HEADER I 9 D•y�D� REQUIRED SEE SCHI E FOR I I I I 1 I t Sa REQUIRED .in. SEPAPARON m I I ��" . 2 SEE SCHEDULE TO CLASS I SEE SCHEDULE SEE SCHEDULE FOR Min. I FOR Min. I FOR Min. i FOR I C' ALTERNATIVE f5 g I I sTO GL45S" I SOAGL SS I To GLASS g II I m I 2 - DEMIL 2/15 I _ - o -. tl II I XLST! I I, , CPIASS 11f04 S W SS 1 t I I I 7/8 0 x J 7/8•m i J/JY/J2' 1 4 0 -20 SS _ I [ I Qj I WING NUT I171810 x J/J2'3 WING NUT O I 4 Can O 12' O. C. I WWG NUT - EVfRY STUD t O 12. O. C. t BR/MK SILL t O 72' O. C. 0 I WOOD I +: �..'-: I 6 I C. - W000 ? Con ALTERNATE LEG Cont. I PLATE I L t LOCAIWION ,.las Jls' 1 I -T o 6' �a 1/4• m LAG W]l3' `' 1 7/H• lAfn. .�vl mi $•CREWS O 6' 0. C. W/ . y PENEIRAi70N I 1 1/2--Arm THREADED 1/,r I x J'LAG MK I a' REQUIRED PEN0R TION O MIDWDTH SCREWS O 6' O. C. W/ . T' x 6' — - g OF PLATE. / 27/J2' A/!n. PfNF1RATON WOOD DECK 1/4'0 S.S. LAG SCREW 2• a I O LIIDWIOTI OF'PLAIE REOU/RE0 O 4 1/2• a... W// 1 1/2- Min. Nox J500' 2• x 4' PU ALLOWED THREADED PENElYL1TKIN I RE UlRED INTERIORLY REMOVABLE PANEL© W/ Ei05TNG� y- SIDEWALK BOLTS�(SEE =Alt 2) ALTERNATIVE 16 * 2' x 4' S7UDS Cant CONY�TED ro / THRU s/B•O O !B' D.C. Mox. REO.O ALTERNATIVE f� * HOLES AT (I O 6. FASTENED EXISnNG M.. 1/2• PLYWOOD ErsnNG AT REAR WT7/BYr3/J2• WWG NUT - 1/4%8• aco mek PANELMITE a SNOSP)As P� We BRlcx slu r/4• O-2D x J/4 �L TERNAT/VE 188.? O EVERY SIDEWALK BOLT. NAS ANCHORS O 4 1/2' D.C. TO SECnON 2gag OF THE BOLTS W/ 7/B ` !`RS7Bi1:'E REVISED -CEILING & FLOOR Ex1SIING PLVV=D SOULH FL BNLD/NG CODE. J/J2' WNC NUT " -MOUNTING INSTAL dT/nA/S 012' a ° ;Tr`rT'R"In themef& WALL MOUNTING INSTALLdTIONS Ac SECTIONS 1 B * VALID FOR Max. +63.5, -63.5 psf. SCALE : I/4• 1 • ALTERNATIVE f7 �;ETnGcnea *VALID FOR Max. t63.5, -63.5 psf. Gspi. Ien Bs(o 0 o SCALE 1 1/4" - 1' _ BU/LD-OUT INSTALLATION �TB mscD�a„t INSTALLATIONS VALID FOR PANELS �i USED JOINTLY NOTE FOR COMB1NA170N OF SECBONS: Dire sraLE : 1/4• = r• WITH INTERIORLY REMOVABLE —PANELS (tl WALL/FLOOA/CE7UNG MOUNTING SECTONS fiiN BE COMBINED !N ANY WAY TO SUIT ANY INSTALL4770N. ' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES �9tDDd1G7'� F.B.C.(High Velocity Hurricane Zone) ocromp171cgu80�opTgiTa ! I. 1NSTALLA77ONS ARE ONLY VALID FOR DESIGN WIND XCADS UP TO +85.01 � mta 0.050" BERTHA ALUMINUM STORM PANEL "DRAWN BY -65.0 psf AND PANEL •S LENGTHS UP TO 9'-O; EXCEPT AS NOTED, �&tr-41117 2. NEW 2' xB' P• T. TO B£ SOUTHERN PINE No. 2, SURFACED DRY NTHDate a 4/2R/as19z M. M. C. W/ SPECIFIC DENSITY OF 0.55 6!' I L E C O Re. EASTERN METAL SUPPLY, � INC. ' •DATE J. FOR NEW WOOD FRAME CONSTRUCI70N: WOOD MEMBERS TO BE SOUTHERN mLDa t. C,00neuT TEsnlla h ENGINEER/HG COMPANY OTBB Wr3TRaAaS ORPIN£ No. 2. W/ SP£CIRC D£NS/IY OF 0.55 OR £DUAL. t�iv(sloonut Nr. sense, sn so; t naeaaS n anxe WEST PAW BEAM a M407 0$-678 ax•. ryv1x�:-:am. rs=: ryrolan-Isu fB-00067I9 ,� p yrt ,m om Ort DRAW= N. WALM? A RLLR A A E LLD a! I V , /' ORl01 Liw / 44167 S1A'E7 14 Of 15 1/4'0 S.S. LAC SCREW 0 4' e.e. W/1 I/1' M1N. 7HRE' 0 PENE7RIRON -I- ALTERNATIVELY, TRACK ® MAY BE ATTACHED _ I/4'0 S.S. LAC SCREW 0 4' ae. W/1 f/1' MIN. - - - 4' x 8' (Mtn.) EXISTING TD HOLLOW CEILING AS PER DETAILS SHOWN INREADED PENE7RITlON - - £ WOOD BFATJ REOO/REO. ON ALTERNATIVE 9A, SHEET 13 OF 15. 4' r B' (Mint EXISTING ' STRUCTURAL ADEQUACY OF EXISTING WOOD £ £ WDOD BEAM REQUIRED. .. r4 SS LAG SCREW O BFAM To Be CER77nEo STRUCTURAL ADEQU4CY OF EXISTING WOOD - 4' a.e. W/1 1/2' M)N. THREADED PENE7RAnON E BY REGISTERED ENGINEER OR ARCHNECT PRIOR TO SHUTTER �i-) 7/4'e S.S. LAG SCREW 0 4' o.e, W/! 1/2' MlN. _ BE" TO BE CFRDRfD - BY REGISTERED FNGWf£R ' INSTALLA7lCN. THRFADm PENETRATom E £ TO SHCUNER 1NSTALL7TN7N..('I-) E H N Conf• i 4 Cont. I I Cont. 4� *.. I C mL. - . SEE SCHEDULE FOR Min. SEE SCHEDULE I 3 .. %jgNC SEPARATION 70 CLASS I I EEXX 1 g C[ASSS GJ FOR AUn. I 1 2 I f SEE SCHEDULE - `, GLASS I EXISTNG _ CUSS SEE SCHEDULE FOR Mn. I g GLSN� - FOR Min. SEPARATION I 1 g SEPARATION TO GLASS I 1 TO CLASS - pr DETAIL 2 11 I DE012 2 WNG 0 x J/J2" WlNC NUT ® EVERY STUD I WING 0 r J/J2° WING NUT 0 EVERY STUD Y/8 0 I WHG NUT 112° EVERY STUD I 7/B' 0 x.J/J2'.o _ WIND NUT Y/a . 9 Cant. T- I 9 I I Cent. I 0 12' 0. C 1 D Cmt. I EVERY sru0 , 0 12' 0. r- - CDnL ALTERNATE LEC LOGTHI I bra• brH LECO LOCAf10N I .. - 2'. 6'� MOD MCK REOUIRED ROOD DECK r• REQUIRED 2' + 6" WOOD DFCK 2'. 6' - - ' I/410 LAG SCREWS 0 f' o.. W// 1/2' MIN, ffUSFAOfO PENETRAnON 1/4 a U•G W/1 INTERIORLY REMOVABLE PANEL OW/ SCREWS 0 2' 0.C, SDEWALX BOLTS,(SEE DETAIL 7) CONNED7F0 I' RE _ - 7N7ERlORLY REMOVABLE PANQ (DWI SIDEWALK BOLTS ff DETAIL 2) W000 DECK'- - REQUIRED ! - - f/i 0 - LAC SCREWS 0 2' 1/2' MIN. T1fAFADED PENETRAnON TO J THRU 5/B'0 1/40 LAG SCREWS 0 4 1/2- o.c CONN lE0 10 (a1HRU 3/8'0 - NOL£S AT (JTL� 0 6' O,C & FASTENED W/1 1/2' MIN THREADED PDVEM770M HOLES AT (F,11L O 6' O.0 & FASTENED ' AT RFAR W 7/B'OxJ/J2' W/1 1/2' MIN IMtEAOED PENETRATION _ - W1NC NUT O EVERY SIDEWALK DOLT. - AT REAR W/ 7/e'OrJ/J2' WMC NUf - AL TERNATIVE 19A ALTERNATIVE 19B ALTERNATIVE ®EVERY SIDEWALK 8T1LT. 20A ALTERNATIVE _ 209' CEILING $FLOOR AIOUh7/NC 1NSTA /eTIONS r — - �9I061TC7•RE•NS46•� CEILING &FLOOR MO NTING /NSTA .AT/Oh+s ��nppiD�wtq�c�r>m SECTIONS 20 . .. BPcOi`UCTREYTSEA ` • .- SECTIONS 19 SCALE : 1/4•� 1• OsiL.gCe:SO SCALE : 1/4'Burdcob es xDDrT,7yilrg aiBL Lae FY Raft . 1/4•-2D+1•SS. WMALX DOTS v e — 62p.o6 CLtie 11 W/3/4' SLOTTED HEAD, FIXED 1NTER(ORLY RELOYQAeIE PANQ 1� DEW C°eDste° toi3 M1A�e, EXpIr&onDst o Z .D� - .•�. AEr aC 77a - O, o/n• W� � "' � NOTE FOR COMBINATION OF SECTIONS: 1 MD dud Control - a' rci D„Se . ® 6' O. C Pam' FLDOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA7I0l�L DIYIf[oD - /NSTALLA TION DETAILS ON EXISTING WOOD BUILDINGS �D� 'Tn✓.JDD . - _ I I I NOTES: F.B,C.(High Velocity Hurricane Zone) .reTS' I I I. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65,0, 0.050' BERTHA ALUMINUM STORM PANEL LG. ' -65.0 psr AND PANEL'S LENGTHS UP TO 9'-0°. DRAWN B' - - ,05D• 2 NOLE 0 6' D.s 2, NEW 2' x 6• P. T, TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH �+ �lNC.. :- 4/2B/OB ' DETAIL 2 - IAMTAT I I7TnY ne • 19 x AL M. C. W/ SPECIFIC DENSITY OF 0.55. 1 E C O INC. EASTERN METAL SUPPLY, SIDEWATK -_ BOLTS O fA 1r1 RFL'OV N t PA1VF! 3. FOR NEW W000 FRAME CONSTRUCTION• W000 MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFC DENSITY OF 0.55 OR £DUAL 77WT TEST/NO h ENGINf£RINO COMPANY aTss n:e .T4w s. s'" .Tab ++I BaBlbS n urea f2E9 WESA CH, F D 34 etis7 PALM BEACH, tZ JJ407 - - SGte I' a i' vow : (mlkn-IVB - O$-078 , . .. EB-0006718 N4ILOR A RtUT jrJr. f. �; � �,. Mn ORAWOV6 . R017f61 Lib. / 41767 q0 y_r4r 4/2B e : JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3659576 OR BOQ -- 3150 PAGE 1377, Recorded 12/27/2011 "03:08 PM GAME re�enum utter Corp. 3001 SE Gran Park Way Stunt, FL 34097 772.287.6476 PERMIT NUMBER: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice ofCommeneement. LPS ! I - $01 - O 1 at O - peSC - Z I. DESCRIPTION OF PROPERTY (Legal deseription of the property & street address, If available) TA)( FOLIO NO.: SUBDIVISION ' ' 0P -10 1 ( .-oA DLOCK 'D TRACT LOT Z 7 BLOC ONtr /peso f ,,,el �ea-RrF. "AW,a;' iJ 42,, ..s 4.(vnr�Ei 2. GENERAL DESCRIPTION OF IMPROVEMENT:`Ii ��� C 1 ��•y 3. OWNER INFORMATION OR LESSEE IINNIFORMATIO14 IFTHE LESSEE CONTRACTED FOR THE IMPROVEMENT: y �F a. Namtetd Dcdre ;br61 Is. Imuest in popcny: N { A e.11--daddress afree simple till hoolltdet(IrdiRttem from Omer hued abovy: WJ A a. a.CONTRACTOR'SNAME: Gul�.firene`N rQIuM„+,.,.t�., Aw0 Sh--Hdv Conesanu'.0catts: 300% °SE-+�...", W'+J SMA,.4 PL b.Phnnenumbu; -772• Z87• 10N7lG 3Mg47 I. SURETY (ifaWli,able,araDY afthe pymem band is atuched): s. Name and address: N 1P% _ b. Phne -.be,: t. Amoum of bane. 6. a. LENDER'S NAME: l`l 1P'L- I-I da ofta C Is. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: a. Namear,d addlsw N�A _ b Phane numbers ordalansud perra,a; Nip, B. a. In addition to himselfor herself, Owner designates 1S 1 A of to receive a copy ofthe Lima's Notice as provided in Section 713.13 (1) (b), Florida Statutes. Is. Phone number ufperson or entity designated by Otmer. 9. Expiration date of notice of commencemeni (the expiration date may not be before the completion ofeonstruetion and final Payment to the contractor, but will be I year from the date of recording unless a different date is specified): , 20_ Under penally of perjury, I declare that 1 have read the foregoing notice of commencement and that the facts stated therein are true to the of my knowledge and belief. ���� (Signature or Owner o t , or Owner's or Lessee't (Print Name and Pr ide Signatory's Title/Omce) Authorized Omcer/ actor ulner/Manager) State of F:O Ri E,A County Of L•ua.t IC The foregoing instrument wasacknowledgedbefore me this ZASr day of ` 20 by - �y �±'L `' 4el�bo'{^' _.as rV per for (name of person) (type of authority,...e.g. officer, trustee, aum oey in fact) (name orparty on behalf of whom Instrument was executed) Personally Mown �Xvr Produced Identification_ Type of isicnafcalion Produced �5 KENNEIH FL IONt3 (Signature of Notary Public) lei' ',ei W COMMISSION f DO 603187 (Print, Type, or Stamp Commissioned Name of'Nolary Public) Rm ioot•11(SReaor rna EXPIRES: November 3,2012 a q% Bandod7Mu NoWyPub1k:"matxa STATE OF FLORIDA ST. LUCIE COUNTY HIS IS TO CERTIFY TKATTRISIS By Da