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HomeMy WebLinkAboutBuilding Permit Application I ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED n Date: 711H Permit Number:as �. i Building Permit Application i. Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462:-1553 Fax:(772)462-1578 Commercial Residential PERMIT APPLICATION FOR: To Select:from dropbox, click arrow at the end of line PROPOSED IMPROVEMENT,LOCATION: aP , Address: S \ Legal Description: S;VA K i 0y) Lo.p-g- Co UYN-h CLQ O-q � Lf_ • -60 l4 0 I 235� — 63'1 w-*r oJC- -se-c-, c:, o/''Z3ke; W-41 Property Tax ID#: (30 1 - 500 0'710 � '— O 0 0 — y ca�� a� (c)(3 -sPC_ 3 Lot No. Site Plan Name: X Block No. Project Name: �i7X Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION'OF WORK ` �. t,) 5-rA UL,A-rr i ON OP I-�lA v r I U Y'e -kL };)?J�>• : rw0 Cz) A-C—oleD%o0 St4\r\ 1 b'dz-S0tv _r1_7121 d2,- CON'5T UCTION' INFORMATION.- Additional workto be nertormed un er t ispermit—check all tha app y: HVAC Gas Tank ❑Gas Piping I i Shutters Windows/Doors 0 r Electric 0 Plumbing Sprinklers _Generator ] Roof Roof pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$3, Z�� ' Utilities: Sewer Septic ;;Building Height: 01NN ER/LESSEE:° .:CONTRACTOR Name Name: d av" - e Address: 4 4 \•-GF�J- eD�I��J' Company: �•T Y7"l1 cAvi .S Lkff City: i 2i'CQ State: 1--L Address: O'O w Zip Code: Fax: 7`7 City: State: 'PL— PhoneNo. `7-7-1 qyZ) Zip Code: .5yV(S1 Fax: E-Mail: Phone No. 2—'-7 q 4_ S-'9) Fill in fee simple Title Holder on next page(if different E-Mail: J V*Ali r A aJ125�& r111C,@ from the Owner listed abode) State or County License: e;2 y 3 TJ If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. i, I; i i � I SU`hPLEMENTA,L CONSTRUCTION LIEN LAW,INFORMATIO.N: s , DESIGNER/ENGINEER: _Not ApplicableMORTGAGE COMPANY: Not Applicable (Name: Name: Address: Address: City: _ State: City: State: Zip: Phone: Zip: Phone: -FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: IZip: Phone: Zip: Phone: I I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize theperrriit holder;to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use I WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or'an attorney before commencing work or recording our Notice of Commencement. s Si rAt e of Owner/Lessee/Contractor as Agent for Owner Signature o C ractor/L ense Holder STATE OF FLORIDA , STATE O FLORID COUNTY OF J•t � . COUNTY OF � The f r oing instr ent was acknowledged before me The forgoing instru en,t"was acknowledged before me this day of 20 116y this(�c� day f 20 LL by a�T (Name of person acknowledging) (Name of person acknowledging) I ( 'gna r of Notary Public-State 46FIorida) (Si re of Not ic-St to lorida} , I�tRYP Personally Known OR Produced Identification Personally KnownPr �' i19lPJ�ifi¢t Type of Identification Produced Type of Identificat' Prod °epi, , ry Fublic-Statpnf , . xpires 2 F;o,,o Co mmissic Dec 20.2078, Commission No. "'�"'t�. LAST INGRAM Commission No. " ens , (5 �1�177299 d thruuGh N;,ticnal Notar ?' \'= Notary Public-State of Florida YAssn. zuld, Ccmrnis. #FF 177 Revised 07/15%20f4`-` Rc 5;r,,, 249 oh nn2l Not3r1,4,- I REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS i I E �G3 x { .. Lf 42) ' I I 1 � � F I i i I � 0 4) a t l JOSEPH E.SMITH,CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE# 4323283 06/26/2017 08:23:43 AM ! I OR BOOK 4012 PAGE 565-565 Doc Type:NC RECORDING:•$10.00 NOTICE OF COMMENCi,ime ri x Permit No. Property Tax ID No. (30� - p0 - 0-70 - 00- I State of Florida,County of St.Lucie jThe 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 inthis Notice of Commencement. // Legal.Description of property and address if available S S t�Cl V-<3 cot, err I I o(1 �G41eho� �s ©J2a-3 8 -�3 qThole .Sec SGA o o3 Z 3 —(a 3. e lt-�- ca ;� ,b63) General description of improvements S 5`S'A AT�oI� � S ��►� Owner/lessee Address L}t-{ � ��� �r�. ��2 rcg-� �L- 3 qQ!7 � o � a Interest in property: yr ' Fee Simple Title holder(if other than owner) / ' Address ` :Contractor.y'.`T'--- i C6lV1 P- )V1 t A >Xn17-V� Phone# Address �� �� Vt✓i,p= t4�, +Y` ci Y U t Fax# I Surety Phone# I' Address Fax# Ir Amount of Bond i Lender Phone# Address Fax# ! Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 7.13.13(a)7.,Florida Statues: Name Phone# Address Fax# i In addition to himself,owner designates I of Phone# Fax# to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.;Expiration date of notice of commencement is one year from the date of recording unless,a different date is specified. WARNING TO OWNER: ANY,PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.13,F.S.,.AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY B RE COMMENCING WORK OR'RECORD ING YOUR NOTICE OF COMMENCMENT. yOwnelrssee,or O .6 is r Les e's Authorized Officer/Director/Paitner/Manager/Signature Signatory's Title/Office State of Florida;.County of 6T• L N �-1 1L Acknowledged before.me this /-::3 47 ,.day of ^AY20�,by Cy,1 s�/A ,C wh�q is personally known to me or who has produced as identification. ature of Not, y Type o (Seal) o4Pnv°Oar'% CATHIE LEE STULI 0 oct Title:Notary Public Commission Number _ b - Nntarli p,,blic-State ofFlorida zNro. �o�,c My Comm.Expires Jan 2T,2016 OFA Commission # FF 086842 I IE� . DRegutaffbft BCIS Home Log In I User Registration i. Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links I Search i ProdFlorida I Y USER:Pubbllial APProval IProduct Approval Menu>Product or Application Search>Application List>Application Detail i •dr• FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ t , Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com I I' I Authorized Signature Bill Feeley lrodriguez@easternmetal.com I Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received I Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE h_'1 Validation Checklist-Hardcopy Received I Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf I Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 I. Equivalence of Product Standards Certified By I' Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 04/29/2015 i Date Validated 04/29/2015 i Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent'Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE IA.S.S.A. INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-0"for 35 psf negative ASD load Created by IndependentThird Party: Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf, See sheet 5 for other spans and ASD pressures. 389.2 _JBertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other, Large missile level"D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Pdf p.s.f negative ASD load depending on centermates and Created by Independent'Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II .A.S.S.A.INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load FL389. R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively i Back Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record:If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: pWW cChecY. . Credit Carel. Safe GENERAL. NOTES: I.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.OJ HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM STWl NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A M51C WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF. CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL.NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FORST REDUCED TO A.S.D.DESIGN WIND LOADS_ AREA L: HV BLADES(1)de BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O..AS TESTED.WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS nQj"USED IN THEIR SYSTEM COMPONENTS 1-20 SNEET 2 ANALYSIS.HOWEVER,A;WIND._DURATION_FACTOR CO-1.60-WAS..USED.FOR VERIFICATION OF FASTENERS_ IN WOOD. SYSTEM COMPONENTS __21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYmAL SHUTTER ASSEMBLY 36-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV SI 10214.01-03./0715.01-03,/1004.01-05./1214.01-05./0317.02-06./0609.01-10 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W BLADE(1)AND W WINDOW BLADE CW _ :AND-E-1996 STANDARDS(MISSILE_LEVEt D,WIND ZONES 1W_2&3)&11.220.01-10AS PER TAS 201,203_&203 PROTOCOLS LARGE MISSILE - - _ _ WHERE APPLICABLE) -HV WINDOW,BLADE ®/OSOS.OI-OB As PER ASTM E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. HV BLADE(D AND LN WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON WITH FACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS Of USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3. BERT14A H.V.ACCORDION PINS(EIV SCREWS).USED AT BLADES KNUCKLE-AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x2.75'AND 114.1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CEHIFIRMATE DETAflS IN SHEET 8 STAINLESS SIM SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kM TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMNTE ALTERNATING DETAILS HV SHEET 9 - COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM 114E HV MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION At-LOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTEH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 Tei FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY: .. - .. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 k i MIN.YIELD STRENGTH AND 90 kei MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIS(304 OR 316 SERIES STAINLESS STEEL WITH 35 IW MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE O 112,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 EN BLADE(D&@ WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 S.THIS BERTHA H.V.ACCORMON SHUTTER SYSTEM BEARS A U.S. PATENT 16'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 15'458.179 ISSUED TO EASTERN END CONFIECTON DETAILS 7-12 &X.WOOD SHEET 18 METAL SUPPLY,INC. 9.R SHAG 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 AREA.3: HVWINDOW BLADE CIA ONLY . ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 EAER 10.EACH UNIT MUST BR PERMANENT LAB].IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER.TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENT■RMATES AND ENGAGE OR LOCK ALL ERV AND HO LOCKS. AREA 4: W WINDOW BLADE Ii ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER_ IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA HV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLATS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS'APPLIED TO. 13.(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 THIS -DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS RED. ER .D.WILL BE CONSIDERED INVAUD IF ALTERED BEAN Y ANY MS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.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 RED.ENGINEER SWILL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - - - -- (e)ORIGINAL P.E.D. SHALL.BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED TT. NNH FLORIDA BUILDING CODE.(Non High Velocity._Hurricane Zone RTI``P,�i-� ®2015 EASTERN METAL SUPPLY;INC. BERTHA H TM 0• L L E=C O I N c. S S Accordion Shutter System O A 6T; ■. ■ ■ ■ RV.BLADE_#1 W/OR W/O KV..WINDOW MADE v: //l' = AlneTiccn Shutfer Systems :w 6ESbUFTION DATE DRAWN dy: M-L .33 TIWT TESTING & ENGINEERING COMPANY AS80CIOtion. Inc. ,. OLD 11-792 4/13/15 DATc 4/13/15 p4;% .H, OF sass N,x.3stb.St.St,3m.VPGV.1A-raNDM.fL0?LU 331 _ . f�-^e rnooe:(s05)s71-t53o,.Fo.:(31>,5)er,-i�31 47.68 Westroads Drivel DRAWING No c 1 blt.� ..I.- West Palm Beach. FL 33407 3 sz'•........ ��.�� ED-00067.9 15-085 „ NAL VA'.A�` WARIER A nun J,RE SHEET P.E. SEAL7S��NTATURE/DATE FLORIDA B 44167 6 1 OF 20 -J9 roN uvgON ewlr u6 VARIES 1.918' 1.491'__ m 0 T! 0454. n pl sit Mu:09 — 1 DDJ T 4.371, 4• —_-- 4.385 J 4.857' x,999' 0 vv 1 HV TER TPk QHV SOLID BLADE 3 .375" (5) 90'/180' STAR 3 HV UNIVERSAL FLOAT�ER QUALIFIED FOR USE W/ COVERED UNDER US PATENT # 5458179 QUAURED FOR USE W% HV BLADE l H®HV DIRECT MOUNT HV BLADE Qi 1� HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS T 8063..-16 ALLOY=-ARD USE,OF BLADE ®ON SHEET 19 __ .37' o - _ _ BLADE. TCMPEIt .12a: 6063--T6 ALLOY AND TEMPER _5,22¢'___ 1_50D" 1 - - - OB.," 6 ¢70" 2670' .994'_.. I 1.000" ..BID .2226' _ _ - _ 072 - - _ l _ p 842 _ 6B97' I:__ - o _ 1615' .092' ^�-- ----- O7 HV ADJ. ADAPTER W/LIP 4'4Si 1z S 1.37s O o7z' 3.z2s' � QUALIFIED FOR USE'W/ HV 920 BLADE 1 HV WALK—OVER TRACK � �jHV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ fiV 0 HV TRENCH TRACK ' ,,so- 6063-T6 ALLOY AND TEMPER BLADE Y7 QUALIFIED FOR USE W/ I N QUAIJFIED FOR USE W/ FIV 6063-T6 ALLOY A D TEMPER BLADE Q oNLr. � HV RAINGUARD ©LADE O � 6063-T6 ALLOY AND TEMPER QUAUFIED-FOR U/,SIE W/ FN 6063-T6 ALLOY AND TEMPER ^ VARIES ]_956'._. BLADE 1 1" t915' o VARIES 1938' 6063-T6 ALLOY A D TEMPER .� .083" k-083. Y-• ._Ogy m .I_.083_ ml .D93. pr __ .100" ,� '1 ._ _ .12¢• °v 1 .OTA• -._ 060_ �.I _I 1 670 --� .093' m � o _ R ^• 0 0ep't 670 1.688_" ��. 870 3 520__-.._._ q .5 --.__. 3.529" 67Q \. 1 HV HEADER/SILL _3.529" 11 HV CEILING HEADER �y / r 13 HD CEILING HEADERfSILL -- Q�IFIED FOR USE W/ HV BLADE()ONLY. QUAUFIE FORTUSE USE AND BLADERVONLY QUALIFIED FOR USE W/ HV BLADE c} 14 HD WALL HEADER/SILL SLE SECTIONS FOR VALIDITY.- SEE SECTIONS FOR VALIDITY. QUALIFlED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE O ONLY. 6063-T6 ALLOY AND TEMPER _I1_ T COMPONENT A B TI T2 i X Y t NN X A4d Y hQ1 t /'�� 1 > 2" 2• 0.125" �.'J- 2• S'MAX-1 1/8• 1/8" 3' 3' 0.090' I 18 2• 5'MAX. 0.192' 0.197.' 16 SIDE ANGLES - QUALIFlED FOR USEW/ ITv ALUMINUM ANGLES ,9 zs• 7•MAx.•0.190• 0.190" 20 CORNER POSTS BLADE QUALIFIED FOR USE W%HV �_ ! QUAUFIED:B FOR USE W/ HV 6063-16 ALLOY AND TEMPER BLADE QI ONLY. ® 2' S'MAX.j 0.139" 0.131' 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER � 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone (0 3015 EASTERN METAL SUPPLY,INC. ENs BERTHA HVTM A S S A Accordion Shutter System 1 L ECO N c. H.V.MADE#1 W/CR W/0 H.V.WNDON MADE k E American Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY. M.L - *jl/:I N•^ : c TILLIT TESTING & ENGINEERING COMPANY S7A7EOF ;'� Association, Inc. , DID 11-192 4/13/15 DATE. 4/13/15 eu+ KIN.JaO.sE,Ste.JDs. .rd.:(3055,1-15lli sJta 4268 Westroads Drive z Pbunu:(sos)en-ts3a.rd.:(3os)67t-1631 ........ DRAWING No p'•,FCORtO -61:67teeobaolcem West Palm Beach, FL 33407 3 SION A`��\� WALTER 0.�1R'Jr.P.E. . —— 15-085 P.E. 9t41/&JGM15'U�RE/DATE FLORIDA ut.g 44167 6 -_- SHEET s 2 OF 20 4.660_ .929'_ 4.578' _ -_.745' 2.793' _- 1/4'-20x1/2' ._ I/4'-20 CAST_ 745'.. -- • _IC^J76• FW HJiD MRFAOm CUSM 9NtED PNN•IED liw+F� IE CAST �2' ' (2 IIP.) - 14OUSINO.EL GAJ . T- ;m ml 11AKEO PUR m •-1 r , vI• ; ° - m .j6iFSS TURN •m •o m KN00. .062' gi ^i .87_' n i- • T I .318 CAMM BRASS Cnow mo 1.315' c a .. 0'4=• ( _ - 1 c ` Ms(OatONE ( PLATCD) +bJ y RATm) r� HV CENTERMATE �2JJ\\ T ',r, o, t 1.3zs 1p ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR"USE'W% HV BLADEQ&�ONLY OUALTFIED FOR USE HV I FIV tN E 8 & 1 ONLY -° _ _s.023__- - - .67� OUALIRED�FOR-USE W/HV QUALIFIED FOR--USE W/-HV 6063-T8 ALLOY AND TEMPER BLADE(,1l& ®ONLY. BLADE(,1.�& ©ONLY. 6063-T6 ALLOY AND TEMPER � HV CORNER CENTERMATE _ Q ALIFIED FOR USE W/ HV BLAOE��ONLY 0'0' le' 2.874' 6063-T6 ALLOY AND TEMPER _ PLASTIC HEAD___ _ _ 1.756' .972' 4.045' -MOLDED TO - EW - 207' 1.753- .I �- • .I :360'AFTER RIVETING 1_ .- •O 661 ,9 ` .8 °S' @-20_x. 3/4" BEFORE RNET NC �aoa- , - - ; - ��• - - _ 4" R S.S. THUMBSCREW V0-20 IVNUT* *Sf.PoEs 9444 A..UMNUM(2024-T3 ALLOY)LARGE FLANGE TNN �_2Ti0'_ - {.750• --� • m m 8a •I SHIFT NIIF.•FFf.PART g 0820,AS 14MFACTURFD 137 AVOEL + Ft:orrt°E A"ON HV MALE "T" LOCK CENTERMATE = 5" CHERRY mnCRN•PumPPgrr,_NEW JIZRM 07054 OR EOUAL ^ HV "T" LOCK ® HV ALTERNATIVE LOCK E J LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE DONLY HV FEMALE T LOCK CENTERMATE QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063-T6 ALLOY AND T[MPER QUALIFIED FOR USE W/-HV BLADE(IONLY W/HV BLADE ONLY. O BLADE I ONLY. 6063-T6 ALLOY AND TEMPCR�' ' 6063-T6 ALLOY AND TEMPER y 1.9 5 1917., - _ 3.161 -_-_ D i `�` THUMBTURNT4 2 O CYLINDER O R m KEY CYLINDER . 06 214' , � IIf I ffff .545' 1 .125"N0.875'Min. g'ij i I az. o m m o D C E o0 OC OD �`3Y; C ELOCKING. 00 4 ° m O60 0 QUALIFIED FOR USE W/ HV BLADE 1. & A QUALIFIED FOR USE W/ HV BLADE 1 & A # HD CENTERMATE'S INSERT .eoe 6063=T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER m _ vawEs, 12'Mw. QUALIFIED FOR USE W/ HV BLADEt1�& C91 _ 1/Y•-20 55.OB 3/8.0-16 1.130' 6063-T6 ALLOY AND TEMPER - __�THUMBIURN ACRAL THUMBSCRM tl/2• CYLINDER (SFE'CFTA05) DO J OR KLY i L_ 1.57 M'n. ANDER .�.. -___- -. �II •.w n t__ _- _ _ _ .. 1.78'M. w ® LOCKING RODA 'L�- /4.0 ® HD LOCK QUALIFIED FOR USE W/ HV BLADEQ ,,��-� 375.0 6063-T6 ALLOY AND TEMPER uJ HV 3/S"0=16 ACETALS HV 7/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK DOLT LUCK. c� THUMBSCREWS �ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1O& ((A) Q �o/INSTALLAnON WILL REQUIRE A 7/16' HOLE I QUALIFIED FOR USE W/ HV BLADE 1 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED.E 1tU tNp V BLAOE.(,�. y q 0 2015 EASTERN METAL.SUPPLY,INC. ..ENS..•%P BSA HVTM _ * IL EAC O INCA A.S■S.A. KVAccordion aADE#W/ORR Shutter Vystem American Shutter Systems _N DESCRIPTION DATE DRAWN SY; M.L. TILLIT TESTING & ENGINEERING COMPANY A••• Si LC,. Association, Inc. 1 OlD 11-192 4/IJ/15 DATE-- 4/13/15 0.155 N.W.360. 5)L.7'1 153 V.1- GARDENS.)8 11DNOA 331 4266 Westroods Drive 2 i �-41 -•'-rr�-� Pn°ne:(J05�71-1530.Fax:(30.5)871-tslt ___ -DRAWING NO � F''••.....••''� � rmml:W;ecxAod.com West Palm Beach, FL 33407 s SIONA��.��`�� ED-0006719 4 15-085 7pIII111111111NL WALTER A TILLO Jr.P.E. FLORIDA Uc.f 44167 S SHEL-T P.E. SEAL/SIGNATURE/DATE 1, 6 - 3 .OF. 20 SHUTTER ASSEMBLY SCHEDULE FOR _ HV HV Q �DLADE PCE O HV BLADE 1 - 0 3 I EOCEI CAl' .1875'("' .9625' yy3 -�y1 I `W WINDRIA(lE 0625' .0625 .0625' ® HV BLADE 1A------ -�._.—.----- �-' _� ` �ECIION Y-Y HV LONG RECESSED NYLON BUSHING I xt�cY n KNUCKLE 0 OPENIN •06251 7875' Y k -- ----- --- 1 0.06 9 HV SHORT RECESSED NYLON BUSHING _R1.750,,,,,,rr -W PORTIO - Y/ ® HV NYLON HAT WASHER - _ - - .t Q OR ® � �•!N 4 I i i _�g 1DeaN f - t HV WHEEL CARRIAGE AISI 302-303 SERIES I I `" 49�g�-t��40 - I I ,µ X _ - 0.870'x3/76"THICK NYLON WHEEL.- -2 7/6-MIN. j - _ HV WINDOW 0.188"0 AISI 302 SERIES S.S. RIVETS ___-61._-.- .J !�i :U CLEAR sEPnwnaN / I I m3-75ao —1--!31S 0 AR4TI 03. BETWEEN �1! 5 3/4625'_ 0625• ® HV 1 3/4" ACCORDION PIN W/ B8 HEAD EXTERIOR L OPENINGS , ON (ERs 2[R101-7� -®, FIV 2 3/4" ACCORDION PIN W/-l�8 HEAD YI _ 41 y "�'^_ I - _ .7500' _ - _ ±2 7/4' Eltmt'75 ncv�rtw CLEAR POLYCARBONATE IMPACT RESISTANT FN WINDOW Ir T i IeLTw5Er4 TYPICAL HV WINDOW BLADE AND POLYCARBONATE W WINDOW DETAIL (OR (9 4 or @3 {(SEE NOTE FOR j I ! J '-... ---- --- -- 72EQUIREMENTS) ! OOR ® j I POLYCARBQNATE IMPACT RESISTANT HV WI D BAYER MAKROLON 3103 POLYCARpONATE 12 MIN.a CE RESINS, UV-STABILIZED GRADE OR SABIC tk TO BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN ! r I (SEE NOTE "F" ON SHEET 19). o � (1) HV PIN ® SHALL ALWAYS BE USED Al' ALL EXTERIOR ®-- c1N c. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1Q OR i i POLYCARBONATE SOURCES FOR 44 EXTERIOR HV 0BLADE. TYPICAL SHUTTER ASSEMBLY _ P�Im � "`R" _ N.T.S. 1{ ,HV PIN 12 OR 4. AT 11E3E7mee Wit/ (2) IIV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT t Exr TOR g EXILRIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O ¢0.324- ELADE'S KNUCKLE. ( EM ifdL (SEE,NOTE • FORs01C wAmr ASN W92 0.-3 MAW GM IS!' . Ktt BLADE WHEN CORRESPONDING TO INSTALLATION 'Y1", SHEET 7. `"J REQUIREMENTS) a .048'"1r O ! TENsIE rI¢O sIIu2+OM A DWU 9.400 p+j. 9300—L {LfJN ST GM N T'IEUD &SNI D290 12.500 ps.L Il4 p.1 (3) HV PIN © OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 5f I i !'! TIFJOWL wDLCIr Am DM s40.000"n- M.om p.a. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET NDTGNED Moo A W D256 10 FT-Tri! 17 R-001 _-�.-._._ ,__.__ytMARACIlErM Wf�EEL CARRIAGE DETAIL sWIIE Dw ff Am 02643 421 1" A.r"`,. ASSEMBLY LAYOUT lure of 6uRlu.0 &W0635 c-I cuss D-I a s N.T.S. slE aI6IiDl1 ISN DIM 1.07 800'F 1 ASTM Gt3.S TEMJIE SMENGIII tfTai MUM /SIM 030 9]02 pit. ANO pa.l, (1) HV BLADE SOLID & (A HV WINDOW BLADE DETAILS Ta.�r=� MDR gRNO 4 Us 0461 p4:. 080(1 pa. N.T.S. FLORIDA BUILDING CODE(Non High Velocity .Hurricane tone :. ``�.�7``�'(�R 2015 EASTERN METAL SUPPLY,INC. .. �P �,OEN ��l BERTHA HVA — - Accordion Shutter System _ -- I.L E C O . A. . . . I-Lv.RADE#, W/OR w/o Itv. vnrmDw euwE _'a American Shutter Systems o,, DEscRp„D„ DA,E. DRAWN Dr: W.L. TILLIT TESTING & ENGINEERING COMPANY TATE'OF 7F' rMs„M.36u.SL,se,305•VROvnA GxICENS.rLOMA 3316 ASSOCIOtIODP Inc. t OLD T 1-192 4/13/15 IUtE 4/13/15 Phone:(305)871-15W.Fax:(305)871-1531 4268 Wesiroads Drive 2 DRAWING No e-rnBD l teEo09ol.0om West Palm Beach, FL 33407 3 O WALTER E A,00LLO19 P.E . 15-085 NAL EN sPs` FLORIDA Lie. p 44167 5 SHEET P.E. p1fN/314N��URE/DATE 6 4 OF 20 1 4 m �• '° "NOTES ON HV LOCKS AND CENTERMATES: �Sx 9 N N 5 7 u I �d a�• � 1 MANMMR/CONDITION/1.ONE HV LOCK®or®SHALL BE USW AT 1/2 OF.SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW //2 OF SHUTTER SPAN FOR SPANS UP TO 105'•AND FOR INSf TIONS jj��T ANY ELEVATION. HV LOCK or�t MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TOgi OR 2� CENTERMATES W/(2) 1/4'0-20 x 1/2' LONG FLAT HEAD S.S.MS,LOCATION OF LOCK SHALL BE AS INDICATED ON � 2, TYPICAL SHUTTER ELEVATION. 05 04 _ y 2LOC.QppQ IF W DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO W 16,o OR Q§-MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES ® OR- -SHALL BE-AS INDICATED ON NOTE (1),ABOVE i LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. —71D9_ Nvo 3. OPTIONAL CONDITION #2 NSD AN ONLY WHEN MANDATORY CONDITION/1 OR LI NMITED MANILITORY COND(TION _ _ V o /2 IS USED W/TWO H.1� LOCKS): LOCKING RODS pal ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY - - ar�5'oR41-1�Ojol+®x - - "• - 1F.g°"-2�-- BE=USED IF.DESIRED-TO ENHANCE R_PERFORMANCE-LOCKING_ROCS�_OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATOR'!COIiMBON h:ONE HV LOCK 1— 0 SIWl BE USED AT CORNER CENTERMATES FOR ANY SPAN _ o AND INSTALLATONS AT ANY F1.EVATION. HV LOCK,� or 631 SWILL BE USED AS AN OUTSIDE OR INSIDE LOCK. N _ - I _ _ __ ATTACHED TOP CORNER CENTERMATE W/(2) 1/4 0-20'x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS Na-NVC AT-TOP.'& BO OM-SHALL-BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.- �5 � MAXIMUM SHUTTFR SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. f� I S �FIRST ALMMM TO MANDATORY$P13ITION #I VALID ONLY FOR W tM �j 5 � f54 5S A A ONE ALTERNATE W LOCK 6 MAY BE USW IN LIEU OF HV LOCK $or: FOR ANY,SPAN AND OU - �S INSTA%TIONS AT ANY ELEVATION.ALTERNATE LOCK:0 MAY BE USED AS AN INSIDE.OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20iz3/4-S.S.THUMBSCREW TO 0 OR 0 CENTERMATES SHALL BE MADE%V/ 1/4'0-20x3/4'ALUM. RIVNUT AS SHOWN ON SECTION HVE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO V T__ LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION t3 FOR cVti'TONE MOON h INS11 L!TIONS: ONE W LOCK 0 or�'or Z--0 SHALL BE jj USW AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98'.AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 0 or 0 or1 -@ MAY BE USED AS AN INSIDE OR -`-- OUTSIDE LOCK.ATTACHED TO 0 or 4 SYMMETRICAL CENTERMATES W/(2) 1/4=20 x 1/2'LONG FIAT HEAD S.S. SEEEND M-S. LOCATION OF LOCK SHALL BE AS.INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0W1 0 CONNECTION i OR TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D r E N 1 K C p 0 R v w x SHEETS 10& 18 ". FULL 1 11 �- , *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. I OF CORNER " l ..Dbn;M�" _.." __ .__ 1.SECOND ALTERNATE TO MANDATORY CONI�1 WILD ONLY FOR FN'I'LOCK''j(7 AND CENTER AND _ CEN TERMATE fi;ONE ALTERNATE HV 'T'LOCK�1C�MAY BE INSTALLED IN UW OF HV LOCKS.�J)OR Qp FOR ANY SPAN AND �w;�on�•�w($Daa10 •53 INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK 6d MAY BE USED AS AN 11 IDE OR OUTSIDE LOCK.ATTACHMENT OF LOCK( INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION MNG, SHEET 9,WHICH MUST BE C0, (rj CONNECTED TO CENTERMATES @ AND @9 W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' v WINGNUT OR W/ 1/4'0-20x1'S.S.M.S. INTO A I/4'Ox 5/8'RNNUr.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' C• 7O• ]©aR�• a MA)aMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS SgS TOP AND BOTOM IS MANDATORY. �J•J"�s�• caC)• aNC •fi� * Y0� D LO & CE TE TES: 1..Alu�� A W/HD CENTER ETES( OR W/ t : ONE ALTERNATE HD LOCK(3 MAYBE USED IN UEU OF TYPICAL X) HV BLADE SHUTTER ELEVATION HV LOCKS QI OR 4 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK�R MAY BE USED N.T.S. 4 T S AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK A TO 0 IS W/3 f8 x 3/8'F.H. S.S.M.S..AND INCLUDES REINFORCEMENT INSERT 1C,9 AS SHOWN ON SECTIONS HDB7HV4 AND HDC-HVC.SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL FLORIDA BUILDING CO ( on High Velocity Hurricane one ®2015 EASTERN MEIAL SUPPLY,INC. BERTHA' HVw A■S■S■A■ Accordion Shutter System KV.RADE$1 W/OR W/O H.V. WINDOW BLADE American Shutter Systems REV. D«RIF"a DATE DRAwN BY. M1_ STATE OF TILL! TESTING & ENGINEERING COMPANY v= Association. Inc. OLD 11-192 4/13/15 DATE: 4/13/15 •, 0355 N.W.JGN.St.'+4.375.NRGPU C RDf .F7ORRA 331& 4258 Westroods Drive z y-per•-ft� -�, Pnane: (305)871-1530.Fox:(305)871-1531 DRAWING No a-a,w:DKacoeaol.aoa West Palm Beach, FL 33407 s � �ONAL ENGc EH-0009719 A 15-085 WALTER A I7LLTr Jr.P- P.E. suet1hNf�1U�RE/DATE ROR,DA Lk.@ H167 6 SHEET OF 20 r--CONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR REQUICONCRED TE BLOCK POURED, CONCRETE- REpUIRCD MACHINE-20x3/4'S.S. CONCRETE REQUIRCONCRETE SHEET 13) _ CONCRETE ANCHORS rYACF1INE SCREWS RF.OUIRED -- - FOR Iff/T//////'' (SEE SCHEDULE ON M•/1/4'120 IIIc/// CONCRETE ULE,6R: IT� 17 18 OnE(�4aiM9ui ill!ON SIRE-T 7) 1' / SHEET 13) t1UTS O 12'O.C. (SEE SCHEDULE ON�SIIEET 13) (V/ 1, IIIV/ 1 120R({4 Min. 1/4'0-20x3/4"S.S. Min. J EO- EO MACHINE SCREWS I _ USING 1/4'-20 NUTS r2 _7 rD 12'OC.E.0.• .250"Max 13OR $ I _-- 15 750' 0/ r-- I Mox. 1 i N��' OPTIONAL 11 :' a PTIONAL T r 1 I"]�BME 11 OR_ : _ __ p(ISRN LAIN:SEPARATION TO GLA55 I W 941119 FOR I I " GLASS—�^—(SEE SCHEDULE ON SHEET 11)-- i t EXISTING BM[C9 tDa Try. I I MIN.SEPARATION TO GLASS ULASS- 4 _J _„ _L _ '`(SEE SCHEDULE ON SHEET 11)- .._-- �- EXLIST114G I 1 - =S, -- I _ __ C&)HV WALL HEADER INSTALLATION _ U HV WALL HEADER INSTALLATION � HV WALL HEADER INSTALLATION + KEYSTONE EXISTING _, -' - .� MIN.SEPARATION f0 GLASS FLI EXISTING -(SEE SCHEDULE ON SHEET I I) GLASS1 ^i m� I -Lr,JQR �♦ i LAIN.SEPARATION 10 GLASS L 1 I 1 CLASS— m�l:aN SETT ri I i(SEE SCHEDULE ON SHEET 11) i 11 FOR D.IOE a)MD-' h ON SERF 19 IIIcF- 1 was ID q� y EXISTING -OPTIONAL IT I! F / ` i( F 4 --- Max. 1 �r { 1/4"Naz. aPnaNAL �f - � —13 C. 15 i1 I ' 13 S OR ` Min L I ��__ 1/4-0-2 3/4-S.S. 1 CONCRETE ANCHORS .TRUSS HEAD MACHINE SCREWS EO-+-EO-; PHILLIPS TRU55 HEAD / 1, 1/4b-2023/4'S.S. SCREWS �7�/p I MACHINE SCREWS USING ___! f - ONCRM.ANCHORS � 18 I 1" I 1/4"-20 NUTS® 72"O.C. 1( (SCE SCHEDULE ON W/ 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) '-Min. POURED CONCRETE--• SHEET 13) POURED CONCRETE OR CON1IRETE'BLOCK OH CONTE CREBLOCK - -- �•-/--- (♦<,flNCRETE ANCHORS RCOUI(tED WALL REQUIRED C1 HV WALL SILL INSTALLATION (SEE SCAED LE DN `�HV;WALL SILL INSTALLATION POURED CONCRETE_ SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (E, HV WALL SILL INSTALLATION I-IF FDR QQMENt400N DF SF Mhi5: INSTALLATION DETAILS W1 T- SITE SHEET 4 FOR TYPICAL SHUTTER • E, m -EDGE DISTANCE ♦ SEE UMITAIiONS OF USE FOR \IJ ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE LA ON SHEET 19 HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUR ANY INSTALJATON. L1HNiI, FLORIDA BUILDING CODE(Non High Velocity Hurricane.Zone O 2015 EASTERN METAL SUPPLY, INC, cS�,• ��CENs� .9�;c BERTHA HVTM _ A S S A Accordion Shutter System 1;L E C O INC. . . . • FIV.BADE y1 W/CR W/0:PLV.WIPDDN BLADE *: !/ /F./r * American Shutter Systems EY_ DESBWPRON DATE DRAWN BY: M.L. .p•, TIWT TESTING & ENGINEERING COMPANY S AT TE D :�� Association, Inc. 1 oLo n-1Bz Nu/Is OA,l: 4/13/15 9'•, ilU•]hrI_ m sr..71 153 YJicox:(305).Irma.an 4268 WQstroods Drive z Prwne:(305)071-1530.Fax (305)871-1531 DRAVANC No 8911:tat-0000i.00m West Palm Beach, FL 33407 a ''oss/ONAIE �� WALTER -A. 571LIT Jr.P.E. 4 15-085 '" 1N rLCMDA Go.!44107 SHEET P.E. SF7iJ99 ALTLURE/DALE 6 OF 20 CONCRETE ANCHORS -d SERRATION ♦ YTL SWAM"POU ED 1 1 OR -0 TO GLASS "-� CONCRETE (SEE SGYimUIE ON SHEET IJ) r:n eIAVE�vL(sE T f1I EX STING i wSa�AED REOUIRm _f _ EDGE OF —;1� t9 r�OR� 6LAS3--j xa vnAwnw sREEr„) TD EAS I D. APPucaelE EXIISTTNG� aADLsO1a® \ oM SIM 11)GLASS I 9 ALTERNATE I I! i DUSTING 1 .F I ANC14bR r r 1 r I r r r GLASS- i i r LOCARON 810:3/4-HEX WASHER HELD r r r{ 1 r 11 OR 13 bR 15 3/a xw. TEK SCREWS O 12.O.C. EDGE OF IF CONCRETE ANCHORS 8 lL8 II (SEF.SCHEDUL.F ON SHEEP 13) ' APPLICABLE Ii i. � _EDGE OF F(STINC SLt9.IF B — APPLICABLE GLASS— EDGE G //2 tDGE OF - a SLAB IF APPLICABLE -E.O.. - - Ea. - APPLLCABLE OU POURmJ T F CONCRETE ANCHORS sat�(9M / CONCRETE --•E' 0'� Q�TE (SEE SCHEDULEONSHEET L14) -u.FOR RMEMA,v _ __._ -_-. , - ♦ POURm1- - _ __ __ __ - / - - REOUIRm T H CONCRETE ANCHOR (a 5i4ET 19-RN 1 OR- cONCREIE .-- - - - .- -HEAD- S = ala cDap REOUIRED E.D.-- E. D.4— (SEE SCHEDULE ON SHEET 14)----- - 11 .TRENCH INSTALLATION - VAUD ORLY FOR UP T0.+70, -75 PSF A.S.D. G� HV FLOOR INSTALLATION t J HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER �) HV CEILING INSTALLATION - scHEliulE yJ, sHEEr ++ EXISTING Tw�-,m wridii----- CLAS xN:m'Azanon - ..._ - 1 ------ (SEE CETE AN&HORS SCHEDULE ON-7 j_J- —<u�N saw SHEET 15) V4-e Waan UILDEX Ln. Nom/ O_. . ' EX5Ht4C •� ' r FASTING , - _ TECFCKlOG/OR 1/4"0 PU-ERS I 1/4- (7(ISTING CLASS mt�NutW ro aAm GLASS— - —. I FASSIRIFF)S TAPPER+.AN71US W/ MpX. GLASS-' -i(sa 9a®wri oN�m rU '--� si>Huw1mR ro 1 J/4'14N EWD-W SPA O 6- i (sei soanm¢a n) 1 0.G RIR UP TO Cm SPIN N0 11, r I I III 4•QQ FOR SPANS LARGER TIM r.1 1 } FWNCRETE r , 4• 6•-a•Lw TEvulr F��o v LaAD�' �NDLE ONs12T 1, , 2- OoR 15 ' #10x3/4HExE. Al v6M/n c. 3 I; -{ WASHER 1{FAD- TEK scREvr, r, co R.srA fTrt->' L=14.3 4- HEX HEAD _ _ 12.O.C. 1 3 8" O :8 / // - .. :H•+-2Da/C ss xs mTFK SCREVS 0 9"O.C. - $14.3/4-S.D.S. _ ___ i i 'i i/9 J :.1 •.I -. —USING 1%4.0-20 NUTS OR 1/4"0•-20 S.S.M.S. ANCHORS 1 _ _ 6. O (. urt -/ O 9'0.C. _ Mar.' I� ; o fl•aQ Ltl/NUT v 9"O.C. (SFE SCHEDULE ON _- j SHEET 14) - [xlsTwc NON STRUCTURAL -- 1 17 18 1� 2.OD'NLN.h WALL TRW(DECORATIVE EDGE OF VVV (� •.1:• E;D. ) SLAB IF /14.3/4 r.H.s.D.s. I.. JAIN. - POURED CONCFXIE 1 7 6- ! 1 7/a APPUCABLEL_� --.CONCRETE ANCHORS \`tl 9'O.C. .; ISWwfD E.D SEE NOTE 13(b) SEE NOTE 13(b) + / POURFU CONCRETE (SEE SCHEDULE ON ON SHEET IpOURm CONCRETE QN SHEET 1 --- -- -- OR CONCRETE BLOCK SHEET 14 :•; DT ) --�° • - .. --- REQUIRED OR CONCRETE BLOCK .OPTIONAL POURCD REQUIRED 0M KEYSTONE�MO MOUNTING 72 Plf ATION CONCRETT- G HV WALL FLOOR INSTALLATION `L� HV WALL WALK-OVER INSTALLATIONMAXWUM A.50. REOUIRED VAX."SI4RTEF2 SPAN9'-D' (4) HV RAINGUARD IYSTALWION t > NOTE FOR COMBINATIONSECTIONS: t iREMOVABLE WHEN PERFORMED F E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) ADJACENT TO AN OPEf+AITLF.EXR SF.E UMRANONS OF USE FOR 1- SEE SHEEP 4 FOR TYPICAL SHUTTER OR ENTRANCE BLADE TA ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W/ C0 HV BLADE NIING IN ANY WAY TO SUrr ANY INSTALLATION. N BALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ��CI�AAAiO 0.2015 EASTERN METAL SUPPLY. INC. ............E �9°% BERTHA HVIM -' A S S A Accordion Shutter System ra(T_ 6z L E C O 7N-7N ■ ■ ■ ■ ttv. a,+nE1,w/CR w/o RV.vnNDDw BLADE *: l�• /s(�:* American Shutter Systems jE'V. - DESCRIPRDN DATE- MWN BY.-M.L -G'• JTATE OF TIWT TESTING & ENGINEERING COMPANY ;�` Association. Inc. 1 OLD 11-192 4/17/15 DATE: 6!-A N.N.3aN.S'l.STs.!W,vxrANA AVt0ET15,FlORDA JJ16t 4268 Westroods Drive 2 Pt' :(305)871-15]0.F.:(305)671-1531 DRAWING NO r' R U ,' 7:tnlenAocLaom West Palm Beach, FL 33407 3 15-085 .......... EB._0006719 4 ,,/SlONP-c1�\,. WALTER�Ln`LIT J, P. P.E. ;M79iv"NA6E/DATE 6 SH7�OF 20 SEE END WALL ION I O SEE NOTES ON LOCKING RODS ,W LOCKS(2 of or zD OUT 90 IN EXISTING GLASS INSTALLATIONS W . 1 HV **�DE'SLACK'MAIL`ff IS®wo FOR ALL BLADE W HV CEN-TER—MATES CENTERMATES APPLICATION WITH BUIDEQI 1�rn��©• 70�+®° l0-®°" OR s�F FND WALL CONNECTION MSTING CLASS DETAILS ON SHEETS 10 A. 18 00 --- -2'a2"Ni/8't0'-.2" - _1 ®.©aN O..Oars 1 9•®5 3 1/4' _7" _ - (6063-T6 ALLOY)ALUM. OPPOSING - SYMMETRYCAL ANGLE W/(2) 1/4'0 TAPCON 1/2' aN©• ANCHORS f0 CONCRETE I- - CENTERMATES CENT ATES MIN. SEPARATION (TOP/BOTTOY)h . Bi0Y3 C. S.N.S.O 12, Of TO CLASS (<)glml/z"s.us.to n¢e, T c�c.TVIL LENGITT. W/ HV LOCK W/ HV LOCK or (SEE SCHEDULE -- - AT EACH ANGLE(h'P)I - --- ( - - - - - -- - -- -' -- -- -- - - - - --- - --- 3 #--_ ----- - SHEET - - * * ___ _ ON -1l) — 5�,.. 0— 90 , ao 3 aN®rn©•Orn®�,0 ,0�, - �,j ��� Q — [out HV 10' 5`"©'�©•Orn HVB ©°R®°R© �7 aP 8QaR10•Oa POURED CONCREIE OR HVA EXISTING GLASS CONCRETE BLOCK WALL ©•O7 •©w©•O7 �: 10•��©,®rn©.©� REotnRm 5. 6 7 w6 7Thr-- - iSTINC @ o © o'© SYMMETRICAL * MIN.SEPARATION LASS ® o o o C� o�o�©o�o• 8 8 rn 19• 3 a 1 5 Exlsnr+ GENTERMAT S ©.®"`� .®d®•®7 rn To cu s 5 — - .—J CLASS (1) * (SEE SCHEDULE * W/ HV—OC 8 j (INNTERIOR) ®•®rn0 ©oa is•Q ON SHEET 11) I NINTO GLASS SEPARATION (SEE SCHEDULE I N OPTIONAL CON(, ' ON SHEET 11) (INTERIOR) .OUT, 'RETE _ __ _ __ ANCHORS® ` .- - --- — ---- - * i — O- 1 � AT 16"O.C. 1 VARIES i 02 - OUT _6 1/2"MAX. STACK _ _ - _.. \ C(EXTERIORR)7 OUT *\� HVE HVF** HVD FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `1111111111111/1E1AA 0 2015 EASTERN METAL SUPPLY,'INC.' BERTHA HVTM S ,, Accordion Shutter System EN z IL E.0 O .$.S.A. IMC. A . FLV.MADE#1 W/OR W/0 H.V. WIMM MADE American Shutter Systems 011.N DESCRIPTION DATE DRAWN BY. M.L. *; _ TIWT TESTING k ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 1/t3/t5 DATE: 4/13/15 o'• ST8[E OF a 8315 N.W.30 A.S4 SI,305.VRGMA CARDERS,RORVA 3316 4268 Westroads Drive z Phme (305)f177-1530.FO::(305)971-1531 DRAWING NO a- 61:tht-0aol.croTn West Palm Beoch, FL 33407 3 15— WALTER Ocn (0 81D \. ER-0006719 S;S%O•••L: `Cj��``• WTITER A. J.P.E. 5 SHEET P.F... 971rL k,4Air1' ;DATE. 6 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK HV MALE/FEMALE "T" LOCKS CENTERMATES 25) 220_ & LOCKERS � W/n HV BLADE INSTALLATION n HV BLADE OUT (LADEQSIACK DETAIL RW.INUCATED ON SIM W/ HD. CENTERMATES (n h AS vIETl AS UNVEIM4 FLOATING oLAMCDOE-L iNm-Hvn. V®�•®`" INDICATED ON TWS SHEET.WY 6E USED MH TILS ALTERNA SEE END WALL CONNECTION--, _ _ _ O ®"®'�°`Q•®"' MSTAU"ATI H DETAR.IM VO"DN TNK SHFTr. -- -- - -- _. -10• - - DETAILS ON SHEETS 10 k 18 2'i2-,/a-m._2 ®•® -- - - - - - - - -- (aPnONa.J --- - - ----4>s To corvrnE,C - (0110,1/2•sus To Timl iloa/4•STE.S,o 12• DO.TDIL Lw�. * -F __ IN _ AT rA�I AHGLE(TDP) FIN (,)H.Y. (,1 N.Y. "L sEPARArdN 30 HV "T•' PINS(7YP.) T 3/.. IT.Ns(TVP.) (;a rD"Acn-•i.E I LOCK (INSIDE) - L/T LI OUT 31 oR 32 33 31 OR 32 31 op 2 3.1 oR 32 4 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35*- (aa,c6u1 *SEE NOTE 6 fOR HY LOCK®. © W/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL)HDB-HVB OUT HDC-HVC r LOCK.ON SHEET 5. *© S-(MM�7RICAL HD CENTERMATES 0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES W LOCK I TERIOR t Saacs VN4 ALUMMII HVG* W/(! LOCK (EXTERIQR� - 2074-13 AILOa LARGE FLANGE T14N av®°9©•O�® 10•®p1 SHEET NURSER*.PMT i=.. .®a® @ •@-0.0- AS WNUFACTURM BY MOIL DIUM 10 VV 07054TEXTON.O "PPO"'. NaY JERSET .—_—- / ©•O•©M©•O'®m 0705,OR EQUAL. _..�i..-�. --0 *SEL IOtrS W LW=Mora 0 n HD O Laos off%(EET a `.-O U VD6,,%L R.GAIMN MAX0 WW HDD-NA IS � J 9ED RK Al aMaLARS MIVI,MNS-RME0 \ V HDD-HVD�s FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone Ads�ti,A.Tit"'A�iU 2015 EA!MRN META.S_UPPLY.INC. �'P` '' Tom' BERTHA HVTM \CENse'••9-; ASS A _ IL E.0 O �N�. , �VAccord��W/O onShutter a - - ' ¢ ���/!*s American Shutter Systems v.H, Df SCI6PTION OATE DRAWN "01. OF ;a; TIL TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 NATE: a/t3/ts •- :'LV szss H U.T.34TH.SL.St,305,W GUPA GARDENS.nnRDA 3314 4268 Westroatls Orive 2 < Ptf.-:(305)671-1530.Fox:(305)671-1531 DRAWING No••• c 'n liltLCo60ol.ra.n West Palm Beach, FL 33407 s ONALE`,��`` Wut�aOW671TILLTr9,.P.E. . 15-085. u „ N"` FLORIDA U, 1 44167 s SHEET P.E. SEJtS J�'I�NATURE/DATE 6 8 OF 20 -�- --POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETF.OR 1/ ` OR CONCRETE OR CONCRETE CONCRETE DLOCK WALL OR CONCRETE BLOCK WALL REQUIRED - ._ ... BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED fff EXISTING GLASS EXISTING GLASS CONCRETE ANCHOR / EXISTING CLASSiT� ( 2'MIN NC GI15S ( 0 16'O.C. 1__..__.- � NN..smA ATION - --�--7 t•_. --7. 2'MIN. - 'TO[1A4(SEE F I AEN.SEPARATION TION SCHEDULE ON SffkT ro'M (SEE i UN.SEPARATION EO EO TO MASS(SEE 11 FOR BLADE QAND _SHEETI TO GLASS(SEE I i s 14MIL E ON SHEET 1/16'x3'MAX.— ON SHEET 19 FOR 1�L�ON(DAM 17 it FOR EXON SHEET m 11 FDR ET 19 O� (6063-T6)CONT. HAOF i O&® / \ SHEET 19 FOR 1/2-— ON s¢Er 1s ON SHEET 19 FOR ALUM.CLOSF1i 0 f r CA�Qg (L TE AT BLADES O&® PLATE (LOCATE 1/2' _FJI LER 510E - -AT EITHER SIDE- \ OF O) - OF 4O) - - - - - 6R'2'--_- - - - - 1/2' j I i 4 USE I' MAX. T- atoxl/2'S.M.S. IIJ (AS APPUCA8LE)x2'.1/6•x0'-2' I _-- alox,/.S.N.S. _— �-- LE ® ,6•Q.G. ----- -- _ _ _ _OJ�- / _ _ _ __ -ALUMINUM06376 ALLOY)ACUP T MiDHE01T� - -- - - --- ----- A-_ __- -1) 8100/2'S.M.S.Topa ar _ 4 (2)1/4'0 TAPCONS ANCHORS To SEE DETAIL X FOR i OR EI IIQi SfDE OF(D Ai 65_0R `l SIDE CONNECTION 1 pR ®• _ - -- SEE DEO- x roN. 1 OR ®• To TRACKS SEE DETAIL x Fo 4 } SIDE TAIL X FOR - -- - 0.®a OITO TRACKS �a©-,�;8-_to.®a 1870.4)10.8 s,uE coNNEci,oN ®°e ®_©'0-©•®^' TO TRACKS 1�0 10.6.0.©-0- 1 SOM0'0-©•©^' ©•O•®°'©•07 •®' L/1.0 @—©•Oj •®°• ®�®�®•®so•®� ®�®�©•ago•©a ®•®m®•���•®,©•® o.®a®.®�®.®�©•® @-0.0-0-0END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL 0 END CONNECTION DETAIL Q 4 REQUIRED ONLY FOR SPANS GREATER THAN.12'-0' POURED CONCRETE OR EXISTING _ �\ CONCRETE BLOCK WALL l`f n -——— EXISTING CLASS REQUIRED GLASS _ I-�- -i _ A§N.SEPARATION at 1/2'S.M. I ' („ - � �_________ I TO sass(sT= a 16' .c. urL EPAFWION Y a ------ . /r----- 6 OR®OR@OR 70 CLASS It FOR GLADE OAFIO CONCRETE I/2'NUN. SCHEDULE ON.91E7 .. _- OR OR OR i ON SHtET 19 FOR ANCHOR Qtl FOR RUDE(E)AND l CONCRETE ANCHOR / - i HADES�@ 12.O.C. 5._� M_T& L-----_.- OR(D 16" O.C. -1/2'MIN. --- _ T_T -- -� 4 �cOR®OR(DOR 2'MIN, 2'NI/ ♦ SEE UMRAIONS OF USE FOR ����L�/ y BLADE to ON SHEET 19 �OROOR(9OR VIEW IEW Y' 5 _ 1D OR ®' PLAN OR � DETAIL_STALLATION X END IN POURED CONCRETE OR -- - ®r 6-7 a 8 10• '--" 2 ®`"V"�'® 10•®a CONCRETE BLOCK WALL O O Oa0 ®a RF.OUIRED 1Um®"©'�©•©`" _.___� 10@®a©•�©'©" �©O @-0.0 0- 1 HV BLADE OR. n HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL(5,) O•®-®'®a®'Os-" END CONNECTION.DETAIL© FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone ������A TiO 2015 EASTERN METAL SUPPLY.INC. Ns� .'��,�--� BERTHA HVTM Accordion Shutter System Kv.Bea�■S■AA.S W/OR w/o KV. vnwav RADE. /J� * American Shutter Systems K oacR"ON DATE GRAwN BY, M.I- TILUT TESTING & ENGINEERING COMPANY Association. Inc. , OLD tt-192 4/13J15 ruTE: a/t3/t5 STATE OF r C` P 6355 N.36M.St,SU.365.WIGM GARDp15.R MI If Ptro66:(705)871-1538.F6.:(305)871-1531 4268 Westroeds Drive 2 DRAWING No .—I:I P. West Palm Beach. FL 3340% 3 EB-OG667,9 a 15-085- . WALTER A.Ruir dr. E. P.E.aa�.4'i!Ai,;; 1VAT(URE/DATC F1PR:DA u +Aa167 6 SHEET OF 20 SCHEDULE #1 SCHEDULE #2. SCHEDULE #3 MAXIMUM SHUTTER SPAN* 'L+" OR "L=" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*'L+" •. OT (ft.). FOR INSTALLATIONS W/ OR -L-" (ft.) FOR R -L-- (ft.) INSTALLATIONS wcran aT10N I EGEND �- � CENTERMATES. &®or or INSTALLATIONS W/ SIS W CONCRETE & WOOD (1) L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK (0 or ®or or �a(jE & & W/ ONE HV LOCKS MANSORY POSITIVE".D. DESIGN PRESSURE RATING. HD LOCK 1V/ NO LOCKING ROD5�3, or ONE HV LOCK or or® - L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 7" W/ NO LOCKI G RODS OR W/ NO LOCKING WALL A. B, C, D. E. M, N. 0, P. O, A.S.D. DESIGN PRESSURE RATING. LOCK W/TW LOCKIN RODS®TOP & (SFE NOTES t;tt)® ODS MOUNTING F, K & L R. 5; & V. ® (VALID FOR AdOUNTINC Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTEStit) SHEET 7) FLOOR/CEILING C. H, I, Il, J T. U. W & X WALL MOUNTINGS(TOP/BOTTOM) OR FLOOR/dJUNG. CONCRETE.&WOOD INSTALLATIONS 0 CONCRETE&%%DOD MOUNTING MAMUY 11NYIW INsr TI "0" CONCRETE & M GIVEN A POSITIVE ASA. DESIGN PRESSURE RATING, AS.D.DFSIb1_ ASO.DFW11 A.YD.OFS:CN INSTALLATIONS PRMSUiE WALL MOUNTING FLOOR/CEILING - -PRCSSURE WALL MOUNTING- PiRSSURE DETERMINE NEGATIVE A.S.D.SPAN SIG FROM SCHEDULE. .FM RAlwo & RA1vc FLOOR/CEILING MOUNTING- � � � GIVEN-A'NEGATA7E-ADESIGN PRESSURE W1RNC, - MDUMING FLOOR/CE111NC u0ur4nNc DETERMINE MAXIMUM SPAN "L-'FROM SCHEDULE. (P.a A) (0.x1) OR (w OR-7 (w OR-) __ (w OR-) FIOOR ALL YOl11YTING L/ (R) L-(N L f (A) L--n L F-(e) L-{fl) - L 1 (A) L-(AJ IN MAXIMUM SHUTTER SPAN 1+"OR 'L-'FOR INSTALLATIONS INTO WOOD SFIALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN E EQUAL TO THE _LES 16'-O' 16'-0• 16'-0' 16'-0' - "30 �i 6•_016'-0' 30 r34 16•--0• -105 psF.-AS.D.DESIGN PRESSURE RATINGMINIMUM DETERMINED-SPAN f3fTWEEN l-+'AND 'L-•. 3514'- 14' ta'-t0" Is'-1o' -35-40 13'-10' 13'-10' 14-715'-2• 40 _13'-10' _13•-70" 40_ 15'-2• 3) PROCEDURE 10 DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13-113-414'-3' 45 13'-1• - 13'-(' 95 14'-3'__ 'i' HV CORNER CENTERMATE #3 MAY DE USFD AT ALL COMBINATIONSIN BETWEEN WALL MOUNTINGS 50 12'-5' 12•-5' 12'-B' 13'-7' 50 12=5' 12'-5' 50 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONSW/ FLOOR/CFII INC MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION p212'-1'- 12'-il' S5 - -11'-10' tt'-10' S5� - II'-11• - --- _ FORACNEN POSITIVE AS.D DESIGN PRESSIfRE __. o __.___ __ NOTE#5.SHEET 5.60 I7'-4' f1•-4' 11'-7• 12'-4' GO I1'-4" I1'-4' 6010'-11RATINC:- 6510'-10" 10'-10• 11-111-1165 10'-10' Ip'-10" 6510'-1' DETERMINE: ----__. Ll+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10•-6' i0'-6' 10'-9' 11=5 70 10'-6' 10'-67 70 9-4' L2f- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 IO'-,' 10'-1' 10'-4' 11'-1' 75 10'-1' 10'-1' 75 - 8'-9• tf"CEPT THAT MAXIMUM SHurrm SPAN 1+"OR INSTALLATIONS. 80 W-10" 0'-10" 10'-0' 10'-9' 80 9'-10' __9'-10' 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATN< A-S.D. DESIGN PRESSURE. _ 85 --- 9'-6' 9•-6' 9'-9' 10'-5' 85 9_•6'. 9•-6" INSTALLATIONS INTO CONCRETE OR MNCR"TE 13LOCK RATING:-9U 9'-3' 9'-3' 9'-5" .10'-1 90 - -9`3'- _.9'-3' -_ SHALL BE LIMITED AS FOLLOWS: DETERMINE: _- - .. _ ---- - ------- 1- CONNECTIONS TO KEYSTONE MOUNTING LI­ MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 g•_p• 8'-9- 9-2' 9-10 _ 95 9'-O' 8-9'-- LIMITED TO +64•-72 p.s.T. AND 8•-0• SPAN, SEE Lz MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 B'-9" 8=4' 9•-0' 9'-7' 100 W-9' B'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7'-- 7'-11' 0'-9" 9'-4" 105 8'-7" --7'-11' --110 8'-4- 7'-7' 8'-7• 9'-2' 110 8'-4" 7•-T- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE t 15 8•-2- 7•-3' 8'•-4• 8•-11• 115 `8`•--z- _7`-3= SEPARATION TO GLASS. SCHEDULE BETWEENMINIMUM i14, L7F, LI-'AND 'L2-' 720 R'-0' 6'-li' 8'-2" 8'-9' r12 8_-_0' (4) UU TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 17_5-_ 7'-10" W.B. 8'-0" e'-5' 7'-10" 6'_8" ALLOWABLE SPAN ANO NEGATIVE A.S.D. DESIGN 306'-5' 7'-1D• 8'-I' 7=8 -5 WIND ZONE PRESSURE f7ATINC TO DETERMINE MAXLhIUM ANCHOR 135 r-7- 6'-s' *-1r-9• --7'-r-----.-6'-z• MINIMUM SPACING. Tao 7'-5' a--1i: 7'-7• 7'-6• 7'--5' W-i1ASTM E-1996 SEPARATION 145 7'-3' 5'-97'-5" 7'-3" 7'-3' 5'-9' TO GLASS.-7'-2' S-7' 7'--4' 7'-0' 7'-2'Ys5 T-/- 5'--� T-zs'-9 _T-D" •`+'_-5' 1 THRU 3 1,• 160 6'-11' 5•-1� T-1' 6•-7" 160 6'-I1• 5•-2' � -7_65 6'-10' S'-i" /' U' 6'-4• 165 6'-lU' 5'-7' 4'-11" G•-11' G'-2-_ 170 6•-9" 4'-1 I' - 175 6'_7" .4 ....6'.9" 6-0" 175 6'--7" 4'-9' _.;80 _ 6•-6' .__4'-B' W-8' 5'-10'-- ---160 61_6- 4._6,. - O HV B LA D E 185 G'-5' 4'-6" 6•-7• -e" 185 6'-5' 4•-6" .190_._ 6:_4.-- 4.--5. 0._G. 5.-6.-_ 190 6'-4. 4•_5' 195 6'--3' 4'-3' 6'-5" -5' 195 6'-3' 4'-3- _200_-_6—_2: _4'-2•__ 6'-4• 5'-3' 200 6•_2" 4•-2- . 205 6'-t' 4'-,' 6'--3' v-I• 205 6•-,- 4-,- FLORIDA BUILDING CODE(Non High Velocity Hurricane. Zone 0 2015 EASTERN METAL SUPPLY, INC. TQ/T'''. BERTHA HV,m ` � ? IL ECOmc. huttSste A.S.S.Am H.V.�orW/OR 10KV.WNWyl m I,1�/,'(��• American Shutter Systems EV;W 'DESCRUMON DATE.. ORAWN BY.MLCLY. L.G. TICCIT TESTING & ENGINEERING COMPANY AssociationInc. i -OLD 11-192 4/13/15 OA1E -4/13/15 * - 6135 IM 3151h.SL.Ste.305.VIRGINIA CARVENS.fLOnA 331 •}As Association,cds Drive 2, 2 Phone (305)871-1530.Fax:(305)871-1531 DRAWING No 4r` a-,nee:tilt- anI.— West Palm Beach, FL 33407 3 15-085 D''•,FCORI�P•'C WALTER Jc P.E 4 �\��` FLORIDA Lia ¢44167 5 SHEET DATE a 11 OF 20 77 MAXIMUM ANCHOR* SPACING (iriJ SCHEDULE FOR A GIVEN MAS( SH ER SPAN, A.S D DESIGN N .e PRESSURERATIN- ND A'AMPONDING MOUNTING TYPE FOR CONCRETF OR NC�ETF ANCHORS SPACING LEGEND POURED CONCRETE sec uDlurlwcs A B.c,D AND DN s40 a pplraED CDNCfETE BLOCK TAPCON OR UAMWW A WALL HEAD AIOUNTING A WALL HEADER MOUNTING - ®Y� HEADER AfOUNRNC D WALL SILL PUNTING D WALL SILL OUNI16D C dt F WALL HEADER/SILL TAPCON WITH ADVANCED SPAN W W/ W/ W/ MOUNTING THREADFORM.TECHNOLOGY. (R) Asp.NSP+BEGONE PR6S9hT PAR1G(pa ASD.DM KGKrK PRFS26d RAIYf;. .D.DESMO H=K PRMMMK RAM D.OEM MSATNE PR SM MING(_AS0.DE9'ii KGA4 fFES91RE ASD.OMM RMA1t/E PRESM RA161G(pef' ALL POINTS SOLID=SET 3U b 80 75 90 120 760 205 : 40 60 75 BO 12D 160 2D5 30 40 60 75 90 120 160 205 30140160 75 90 120 1fi0 205 30 40 60 75 9D 1205 30 40 GO 75 BO 120 160 205 SLUE TAP - _ 14- 12 10 9 B B 6 6 14 12 10 9 8 B e 6 14 12 '10 8'L B 6 B_ 14 12 10 '9 -8' 8' 6 - 14 12 10 B e"e' 8 8 B 8� a B- 7-55 --- 3•-0 14 12 10 9 8 8 8 8 I{ 12 10 9 B B 6 _B 14 12 10 9 B_ 6 8 6 14 12 10 '6 8 B 8 B 14 12 10 9 8 B_ 8 B 8 8 8 B 8 8 TAPPER+ OR U1{ 72 10 9 8 8 8 S 14 12 10 9 8 8 6 8 14 12 f0 9 6 8 6 6 14 12 10 B '8 8 6 S 14 12 10 0 8 8B B 8. 8 8 8 8 65 14 12 10 9 8 8 e 6 14 12 10 9 8 8 8 8 14 12 10 9 B B fi 6 1♦ 12 10 0 B 8 6 - 14 12 10 9 8 B8 14 12 10 9 e B 6 1 1/ 12 10 98 8 e e 74 12 t0 9 B 8 B 6 14 12 10 D 6 7 - 14' 12 10 9 B 7 e '8 8 B 8 ] 8.5 1 __..__._. _- ii 12 10 _Y- B B- 6 4 11 12 l0 B 8--s -8 B- 11 _72. 10 8 tl 6 8 6 14- ---5 - 4�-0� - - 12 10 -0 B 8 55 - 14 .12 10 9 8-_B.- _8 B- 8 8 B .9_ 8 614 12 10 9- 9 8 4S - 14 12 ID 9 8 8 6 4 14 12 10 9 0 8 6 6 14 12 10 9 8 B - 14 12 10 9 0 B O 8 8 e s-a- 6.55 0t4 tE 10 0 8 8 i 1 14 12 10 0 8 i 6•6 14 12 10 0 8 8 6 8 14 12 10 9 B 8 14 12 10 0 8 8 'e a `8 6 8 E 7 5.514 12 10 9 8 8 tS14 12 1D 9 8 8 6 J.5 14 12 10 B B 8 6 8 14 12 10 B )5 - - - ti 12 1D 8 7.4 S.5B B B B 75 SS 4 3_5�-0 �� 12 109 8 8 93 - 1412 10 9 B 8 6 35 11 12 IO 9 B B O 0- 14 12 f0 9 8 - I4 12 10 9 B B 'e e 8 8 B 8 6 8SEE ANC 10R 14 12 _f0 9 8 5.5 - 14 12 10 9 8 0 4S - 1{ 12 lU 11 -B 8 6 5 14 12 10 9 8 -3 - 14 t2 10' 9 8 '7 - 8 8- 8 e B -7� 5� 4 SPECIFICATIONS 14 12 10 0 B .8 4- - 14 12 10 B -8 -5 -6 3.5 16 12 `}O 9 8 8 6 6 14 12 10 9 8 - 14 12 10 B B 7.5 - 8 B 8 B B 7.515.b 4 ON SHEET 13 ---- - 14 12 10 9 8 55 3 - 14 12 10 9 8 s I.S - 14 12 1D 9 B 8 8 6 14 12 9.5 7S 4 - 14 12 9.5 7.5 85 15 - 8 8 8 75 6S 45 3.5 - _ 14 12 10 9. 8 3,5 - it 12 10 9 fl B {5 14 12 10 B_ B i3 8 8 14 12 10 0 B 4 - - II 72 10 9 B B_ 4 - 8 B B B 8 8 87.5 6�-0� 14 12 10 9 8 3 - - t4 12 10 4 8 8 - - 14 12 1D 9 8 tl 5.5 3,5 14 12 10 9 4.5 - _ - 14 12 1D 9 75 4 8 0 8 B 7.5 55 4 3 14 12 10 9 8 5 - - II 12 10 9 8 B 4 - 14 12 70 9 8 0 6 Ti. 14 12 10 9 5� - - 14 72 70 9 8 45 - 6 B B 8 B 6 4.5 - 14 _12. 10 B 8 4 - 14 -I2 f0:.9 B 6S 3 14 12 10 .9 -B- 8 0 14 12- 8 45 14 12 B 8.5 5S - 8 8 8 87 5.5 4 3 7,-O. 14 12 10 B e 4 - - 14 12 70 0 8 65 J - 14 12 f0 9 B 8 6 - 14 12 10 9 6 - - - 14 12 f0 9 6 7 - - 8 8 B 8 8 I 8 75 6 _____ __ 14 12 10 9 41 - - - 11 12 10 9 8 4 - 14 12 10 B B 7 4 - 1{ 12 10 5.5 - - - - 14 12 ID B_B.S - - B 8 B 6 8.5 S J5 - 14 12 f O 9 75 75 - - 14 12 10 9 B 6 -a - 14 12 10 9 8 8 B - 1144 12 10 EF _-- 14 12 10 8.5 7 - - 8 B B -8 7 5 4 14 12 10 .9 55 3. - - 11 12 10 B 8 4S - 14 12 10 9 8 8,_ 14 11 7 14 11 7 5.S 35 - 8 8 7 5S 4.5 14 12 10 9 55 - 14 12 10 9 8 4S - - /4 12 10 9 8 8. - - 11 12 10 7 4 - - - 14 12 10 9 8 3 - - 8 B e B 8 75_7 4 8•_p - _. _ .- - ._ ._._-�_ .__ __. __ __ _- _ _ _ _ •SEE LIMITATIONS OF USE FOR 14 12 10 5.5 J 74 12 1 C 8 8 _-._-_ 14 12 10 9 8_5-5 .14. I2 B5 3 - - - - 14 12 8.5 7 4 - - 8 8 B 7 55 4 3 14 12..10 9 5 - - - 14 12 10 9 8 4 - 14. 12 f0 9 tl B 14 12 BS - - 14 72 9.5 7b 4.5 - 8 8 8 75 6 4.5 $LADE U CN SHEET 19 .14 12 10 85 4S - - 14 12 1D.-9. 7.5 - - - 14 12 10 .9 .B - - - 13 9S. 4- - _ - 13 9.5 6.5 S B 8 65 5 4 3 - - 9,_O. 14 -12 10 65 4 - - - 14 12.10 8 73 - - - 14 12 f0 0 8 - - - 14 12 .10 5. - - - - 14 12 10 9 5.5 - - - 8 8 8 B 8 85 8 3 14 12 8.5 4 - - 14 12' 10 7 4S - 14 12 f0 9 7.s - 14 11.5 4.5 - _ 14 115_7.5 6 - -- 8__ 8 75 6 5 4--- __'_.-._ -._ -._-......__-_ - - - - - - - - 14 12 16T.6 9 - - - 14 12 10 0 7 - 14 12 10 9 6 14 12 S - 14 14 11 85 - - - - B 8 8 85 - 14 T15M53 5.3S - - 14 12 10 9.5.5 - - 14 12 10 9 8 - _ 1.5 85 - _ - 11.5 8.5 5.5 - - _-_ - B 5 55 45 3.5 - - 10•-0� 14 S SS - - - 14 12 10 9 SS - - - 14 12 10 9 s - - __ 74. 12 7 - - - 14 .12 10 7S 5 - - - 8 8 8 8 B 7S 4.5 - 14 :3 - - - - 14 12 10 G 3 - 14 12 10 9 6 - - 14.105 3 14 10.8 7 JS - 8 8 7 55 4.5 35 1{ 45 3 - - 14 12. 10. B 5 14 11: 10 9 8 ti 11.. 14 it 7.5 - - - _ 6 8 7S B 5 - - - 14 12 '7' _ _ - 14 12 f0 - - 14 :12. 10 - - _ OS 8..- - - - - - OS 8 5 - - _ - B B id 12 7 - - - - - I4 12 10 _..___, - - 14 .12 f0 - - - - - 14 12 5 - - - - - 14 12 10 - - - - 8 e D 8 8 ] 3.5 14 12 4 ---_- - - 14 12 10 - - - - - 14 12. 10 .-. - - - - 25 95 - - - 25 9.36 - - _ B_ _e B- b' 4 -3 T 11 12 6.5 - - - - - 1L 12 f0 - - - - 14 12 10 - - - 3510 - -- -- - 14 10 7 BB �7-5545- - - 14 12 5.5 - - - - - 14 12 10 - - - - 14 12 /0 - - - - - 95 7 - - - - - - 8.5 ] A5 - - - - 8 7 65 35 3 - - - _ "_ ___ 12�-0 14 12 5.5 - - - 14 12 8 - - - - 14 12 10 - - - - T. 12 4 - - - - - f/ 12 10 - - - - - B B e 14 12 3 - - - - - 14 12 8 - - - - 14 12 f0 - - - _ -_ 15 65 - - - 1S s5 -4 - - - B 8 5S 43 4 14 17 b - - - -- 14 12 10 - - 14 12 IO - - - - - 25 B5 - - - - - - 116 05 4.5 - 14 12 - - - 14 72 - - - - - 14 12 - - - - - 9 4.5 - - - 8 6.5 - - _ 8 65 4.5 35 3 __12 - 14 i2 _ - - ii 12- -"- - - - fi 12 - - - - - - 14 12 8B 11 0 .4.5 - - 1_ HV BLADE OR 1 HV BLADE 13-0� I4 10 - - - - - 14 12 OS SS - - - - - - 0S 8 - - - 6 65 4 35 -- -- / 14 12 - - - - - - 14 12 - - 1-4 12 - - - 15 6 - _ 15 65 - -- 8 8 55 45 _ - -- WIZ9 HV WINDOW BLADE 14 12 _ _ _ _. _ 14 12 _ _ _ -- _ _ 14 12 _ - _ - y _ _ _ _ _ _ g 6 _ _ _ _ _ _ 8 8 14 l2 - - - - 11 12 - - - - - - 14 12 - - - - - 1a 9 - - - - - It 12' - - - - 8 _B B B 7.5 4 14•-0� 14 7 - - - - - 14 12 _ - _ - 14 12 _- _ ._ - 10 4 - - - - 10 75 - - 8 7.5 _ WORKING IN UNISON 14 12 - - - 11 120.5 4 -- -- - - 0.5 B ---- - 8 8 5 4. - - 14 _ _ _ _ - _ _ 74 _ _ _ _ _ _ _ 14 _ .. _ _ _ _ _ 7.5 _ _ _ _ _ _ - 7S - - _ _ _ _ _ 75 Cis V35 _ _14 _ _ �4 14 e - 6 83_5_ _ _ _ _ _ _ _ _ _ e� 7 14 - - - - - - - 14 - - - - - 14j 10 10 7S14 _ _ - _ _ - 11 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ ] _ _ _ _ _ _ _. 7 _ _ _ _ _ _ 7 333.5 - _ _ - ._. 11 - _ _ _ _ _ 14 _ _ 14 1`q _ _ _ _ _ _ B e- 8 7S _ _ _ _ - _ B ss 4 3: _ 14. _ - _ _ _ _ _114 _ - _ - _ _ 9S _ _ _ _ _ _ gg _ _ _ _ _ _ _ tl 7 4.5 _ _ _ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .``0;..R :.T ®tots EASTERN METAL SUPPLY, INC. CEN '• =, BERTHA HV IM S Accordion Shutter System z L. E ASA■ ■ ■ ■ H,V.BADE#1 W/OR W/0 H.V.WNDUN BLADE American Shutter Systems TILUT TESTING h ENGINEERING COMPANY Inc. v e+ DEscBI-19 D�)E DRAWN BY: ILL �'•• STATE OF 6355 H.W.36th.SL.5k,305.NRG94A GARD1N3.11D Jit Association, 1 OLD 1 t_19z- _4/13/15 DAM 4/13/15 .I,-� 11, -:(305)871-1530-F<, (305)871-1537 4268 Westroods Drive DRAIVING No P -mwl:6R«o4uul.Am West Palm Beach, FL 33407 J [P. s`s/pIVAL EN `` wALrL1i aeniirtt9x.P.c. 15-085E. �f'/Q@GHATUARE/DATE MORIDA Uc.g 44167s _ SHEFT 6 12 OF 20 a{MMUM ANCHOR* SPACING (jn L$�H D 1 F FOR A .NEN- x, H FrtFR P N: SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 6$.D. DES1(rN NEGATNE PRESSTIRE RATING AND A:CORRESPONDING MOUNTING TYPE EOR CONCRETE OR CONCRETE"BLOCK INSI]AW(TIONS (SEE YOUNIINGS E O.&H ON SHEETS 6&7) 1.ANCHORS M SUBSTRATE SHALL BE AS FOLLOWS: POURED OOI .BLOCK .. POURED CONCRETE .. (A) TO EXISTING POURED CONCRETE(Min.f'e-3 k91) uAUI,Y QE WALL'SILL MOUNTING ©CFJUNG MOUNTING HQ FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.Or n.re =3 kfii) SPAN ANCHORS SPACING•I EGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.CC=3 ksi) (R) &M DISIM WAIVE PRLW7f5 RA771C 01904 N WK Htm111E RAIDG kS.D.DEM NEGIUNE PRESSURE RA6NG - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACT TAPCON OR URED 81f FLORIDA F/STENERS DIRECT,INC.(Min.rc A 2 k6i) 3D 40 60 75 90 120 160 205 30 40 '60 75 90 120 160 205 30 -40 (i0 75 90 120 160 205 TAPCON WITH ADVANCED - 1/M1-0 TAPPER+ANCHORS AS MANUFACTURED BY POWERSFASTENERS,INC.,AND DISTRIBUTED BY A11 POINTS SCREW,BOLI &SPECIALTY 14. 12 .10 9 5 B 6 '5 14 72. 10 .9 0 6 6 14 .12. 10 9. .6 H e 8 THREADFORM'TECHNOLOGY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' 14" 12 1. B H B 6 6 74 12 t0 9 8 8 6 6 14 12 10 9 8 8 6 6 (Min'I'D-3 IIx) OR LESS 14 12 10 9 B B 6 6 14 72: 10 t 8 8 6 6 14 .12- 10 9 8 8 6 5 ALL POINTS"SOLID-SET 14 12 t0 9 B B 67 14 12 10 9 8 8 6 6 14 12 10 9 a..8: 6 6 BLUE TAP W/CAP. _ NOTES: 14 12 10 9 8 7 55 3.5 14 12 IO 9 8 B B 6 14 12 100 e. e, '6 3 TAPPER+ 0.1)MINIMUY EMBEDMENT INTO,POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14. 12 10 9 _8_.8_G_ 8 I4 12 10 9 8 6 6 6 14 12 10 9 8 e -6 SS ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2•. 4'-0- 14 12 10 8 B 8 8 4 14 12 10 9 8 8 6 45 14 72 f0 9 B' 6 4.3S 0.2)MINWUM EMBEDMENY OF 1/4'0 x 3/4'ALL POINTS SOU--SET ANCHORS SHALL BE 7/8'INTO-THE POURED CONCRENE.NO EMBEDMENT 14 12 10 0 8 8 6 4.5 14 12 10 9 8 8 6 55 14 12 10 9 8 B 8 4S INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2-L04C MINIMUM SHOULD STUCCO EXIST,AND U 12 10 9 7.543 J.3 - 14 12 1 10 9 8 B 8 1 5 114 12 10 9 8 7 55 4 •6TE IMTAtIR6 OP USE FOR 1-MINIMUM FOR WALLS WITH NO STUCCO. 5'-O• I4 12 10 9 8 5 G 8 14 I2 1.f0 B_6 8 8_ 55 14 12 10 9 6 B B 43 BIfDE (W SiNE'r 19 _ 14 12 10 G 8 7 4 = 74 12_ to- 9_8 8.5 5 3.5 14 -12 /0 _9 B5 5_3S 7 _ _ __ _ A3)IN CASE THAT PRECAST STONE,_PRECAST CONCRETE PANELS.PAVERS OR ANY VEN_(FR_SE.FOUND ON THE EXISTING WALL OR FLOOR 73 IS - 14 72 10 9 B B 6' 4.S 14 12 10 9 -8.:6' 4.5 75 --- _- -- - -- ------ -ANCHORS-SHALL BE-LONG-ENOUGH TO REACH THE MAIN-STRUCTURE.60 NO-SND WALL FlNIS1fES.ANCHORAGE"SHALL BE AS_INDICATED ON __.- 14 12 9.3 75 8.5 45----- - 14 12 10 9 8 76 6.5 4: 14 _ 10 9 B e 45 735 NOTES 0.1)&0.2)ABOVE.FOR INSTALLA71MS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 3 3 8 - 14 12 f0 9 8 0 6 5 4 i2 10 0 8 65 5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0' 14 12 10 9 75 K 3 14 12 10 5.5 7 55 4 3 14 122 B 65 55 4 3 14 12 10 9 8 6 - - 14 12 10 B 8 6.5 9 3.75 14 12 10 85 B 5 4 - (B) TO EXISTING CONCRETE BLOCK:(AS-TM C-90) 14 12 B &5 55 -3 - - 14, 12. 10. D B ISS <5 u 14 T2. 10 B. 7 5 3.5 ] - - 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS 61ANUFACTURED BY I,T.W.B111LDE7E. ._ __._ _ .__. _. _._.._ -_. __- I4 12 1D 9 8 B - - 14 I2 10 9 8_ 7 S _4 14 I2" 10 B-75 5S 4_ 3 - 1/4.0 x.3/4'ALL POINTS SOUD-SET ANCHORS,AS DISTRIBUTED ETI'ALL POINTS-SCREW.BOLT-&SPECIALTY COMPANY. 7'- 11, IZ 10 B BS 4 - - 14 "12 9 7.S "6 {S 3.5 = 14 10.5 7 5,5 43 33 - - 1/4'0 BINE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT•INC. 14 12 10.85 I 4 - - 14 12 10 9 175 53 1 4 - 14 12 9 7-7.S "4 - - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 74 11 7 55 4.5 . _ - 14 12 10 9 75 5S '4 14 12 9 7 B a.5 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,Or- 8•-0• f4 12 10 'D B 0.5 - - 14 12 10 9 :8 E. 4 - I4 12 10 B ISS _5 3.5 - NOTES: 14 12 (f5' 7. 5S' 3. - 14 12 B ISS;55 4 3 25 93 6 5 4 3: - B.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCDN,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON T4_12 95 75 6 - - - 14 12 9S B 65 S - - 14 12 8 6 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1-. 1J eS 164 5 J.5_ - _ 14 12 l0 8 65 5 14. 12: 8: 8.5 5 4 9.-O., 14 129 B - - - 14 12 Jo 9 75 45 - - 14 13 8S 7"55 4 - - 82)ML41MUM EMBEDMENT OF 1/4'0 x 3/4'AL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11S814 Il 7 3.5 3 35 - - 11 8 S.5 45 35_ -. _.._ _ .. ._...-.. - -.- EAIBEDMINT WTO STUCCO SFHALL BE PETtA1rt7ID: 1/4-0-20 S.S,MACHINE SCREW USED SFIALL BE 1 1/Y LONG YIN,Ml1M SHOULD STII(x0 14 123 4.5 - - - 14 12 6.5 7 5.5 4 - - 14 TOS 7 55 6 4.5 - - DOST,AVD 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 BS4 - 14 12 9 7 6 45 - 14 11 7 5.5 45 J.51D'-0. 14 12 9 7-5 - - _ 14 - 10 e_6¢ 5 _ - 74 12 B_ e 5 4- - - B.3)IN CASE THAT PRECAST STONE.PRECASTCONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 11195 1S _ 12 9S ISS S _4. 3 �_ 10 7S 5 4 _S ANCHORS SFWl BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SLID WALL FINISHES.ANCFIORAGE SHAL BE 0.S IHOICATFb ON I4 IT 5 - - 1{ 115 9 6 5 f - 25 9S 8 5 4 ♦ NOTES B.1)&0.2)ABOVE.FOR INSTALlAT101N5 ON WNYL SITING OR F]FS WITH OR WITHOUT NETAL.SMAS CONSULT THIS INGINtER. 0.5 8_ - 14" 12 8 6.5 55 4 - 13 t0 0.4 5" 4 3 FOR INSTALLATION INTO BPS WITH METAL STUDS SEE SHEET 20. 14 12 - - - - 14 12 9 7 6 4.9 - 1410.9 7 55 45 345T..S 9.5' - 12" ' 8 4.5 a 3 9 7 4.5 J.5 ] (C) ANCHORS SW W.BE INSTALLED FOLLOVANC ALL OF THE RECOMMENDATIONS AND SPEdFlCATI0N5 OF TFE PNCFIOR'S IMNUFACTURER14 1D - - - 14 105 7 5.5 {3 - - - 13 8.5 55 I.a .75 - - - 9.S 7 - - 14 115 L5 6 3 - - t2 9 6 4.5 4 (D) SEE SCHEDULE BELOW ran EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•_0. 14 12 - - - - 14 12 6 6.5 55 - - - 13 10 6554 - - EDGE DISTANCE VERSUS SPAGING$S)HEDULE FOR ANCHOR- - - 11 8 55 4 3-9 - - B 5 4 3 - _ _-__ MAXIMUM ANCHOR SPACINGS ARE VALID FOR LOGE DISTANCES INDICATED BELDW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING J.5 9S 8 13 9S 65 5 4 - OS B 5 4 BY MULTIPLYING SPACING SHOWN ON STAPLE BY INF.FOLLOWING FACTORS. 9 j__ 74'10.5 7 5.5 45 - I1 B5'S5 {5 35 - REDUCED SPACING.OBTAINED USING FACTOR SHALL NOT BE LESS 1HAN MINIMUM SPACING.INDICATED FOR EACH ANCHOR TYPE.. _ - _ _ _ _ - 13'-0' t4 - - 74 n.e zs 6 5 - - - 12 9 e_45 - _-_ - FACTOR OS - - - - 10 75 3 4 3 - - 7 7.5 55 4 3 - - - - ACTU41_ 25 - -'i2 s- e �3 4 - 9S 7 5 4J - - - EDGE TAPCON ALL.POINT SOLED SEE BLUE TAP W/CAP TAPCON WTI}I ADVAN + B - - - - 13 95 63 S - - - - OS 75 5 4 - - - - HV BLADE OR DICTANCETHRFADFORM TECHNOL - YIN.SPACING 14'-0' I4 - - - - - 14 103 7 55 - - - - 71 BS 5.5 4S - - - E.D. MW.SPACING m 3- MIN.SPACING •-J• MIN.SPACING 3 1/2' IDN.SPh^LFh: J' 3 3/4- 4' f0 - _ _ _ _ 9 7 4.5 3.5 _ _ _ _ 7 5 35 3 _ _ _ _ D W POURED CONCRETE BIOCN& rolAaD DONS ox4EtE I30 ( POURED CONCRETE CONCRETE BLOCK& SCO EDNCREIBITU.AC TE& E NtI2ElE(BDOC75 - - I1 a s5 ss - - 9- B ia = = 1 I"I W NDOW 1a ED.Y uR F_D,3 1 MN,ED..2 1/2' MN FA.3, �MNFD. K Era 1.D.=3,n-MN ED.2,n•7.5 _ _ _ _ - 12' 9 6 - _ _ _ _ 95 7- 3.5 ,0 6.5 - - - = = 03 B 3 = = _ = BLADE WORKING ,.o oso ,.o ...78 ,.o o.B4 T.o15,-0. I9 - - - - 8.5 65 4 _ - - - - 6.5 5 J - - - - 2 1/2'_-._.-____ D.811.D -..___..___- _..- _ 0.671.0 _. _.= a585 - _ = es.e_ 4 .._.._ - - - IN UNISON ♦ 2. _ 0.71 - - ost7 - - - - 1585 s.5 - - - - - 9 63 45 - - - - -IB'-0j4 _ _ _ _ 2S 95 6 _ _ _ _ - 10 75 51 1 2• 0.35 - 0:35 - B 6 4 - - 6 4-53 - - - - - - - - 9.5 5 = - - - a a 4 = = - = - FLORIDA BUILDING.CODE(Non High Velocity, Hurricane: Zone .TIC(/y��ii 0 2015 EASTERN METAL SUPPLY.INC. �ENSF'' BERTHA-HVTM -=� A S S A Accordion Shutter System FEV.BADE#1 W/ISR W/o_ KV.W_NDO_ BLA_�E_ American, Shutter Systems Ly, -DESCRIPTION DATE DRAWN BY: U.1- . TINT TESTING k ENGINEERING COMPANY STpTEOF :�` Association. Inc. 7 OLD 11-1ee 4/13/15 DATE- 4/13/ts 6333 N.N.16 V..St.Ste.353•V.FdxGT­:(305)8 F1 153 3]16 4268 Westroods Drive 2 _ Phena (70.5)671-1530.Fox:(JO9)871-1531 OFZAWING No O•c'•. �R (•��� a-moa:Ulla06719.com West Palm Beach, FL 33407 3 4 EB-0006719 4 1 S-0855 �A,,AAASroNA�1��N.` WALTER A.TLLR Jr.RE f`^ FLORIDA Ue P 44187 --5.___...._._..__-_. -_.._.�-.._._ _ P.E. S''MIYT �JATURE/DATE 6 _.__. SI t3 OF 20 MAXIMUM ANCHOR* SPACING On) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, A.S D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONGREI'F BLOCK IN�7ALAT10NS (SEE YOUK101;S L J,:K&L ON SHM 7) POURED.CONCFME-.. - - POURED CRETE'BLOCK ANCHORS SPACINQj LEGEND I OVFA d: 1 TRENCH SPAN 14 W �fWNTI _51____, �QJ RAINCUARD R10UNTING QK WALL/FLOOR MOUNDNG ©WALL/WALK OVER MOUNTING TAPCON OR (� ASD..MM NiG1 K PFM.9L RAW @dpM.OLSIa1 NErATW F>t6M R%4 :0r=KGMX MEOW RV9,0 W A_&O.OEM WrATNL PMSR RANK TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 40 160 175 90.120 160 205 30 40 60 75 90 120 160 205.30 40 60 75 90 120 ICO 205 THREADFORM TECHNOLOGY 14 12 10 9_ e: e- a:.8 12 12 12 12 12- i3 85 65 7_ 7_ 7_ 7 7 7 7 55 5 S 5 5 5 s s. s - ALL POINTS SOLID-SET t4 12 10 9 B 9 8. 6 12 12 72 12 12 12 9S '7 7 7 7 7 -7 7. .7 7 .5 5 5 5 5 5 5. :5 R LESS 14 12 10 9- 8 B 8 6 12 12 12 12 05 8 6 i5 7 7 7 7 7 7 7 0.5 "5 5 5 5 5 .5 5 5 BLUE TAP 14 12 10 9 a 8 6 6 12 12 12 12' 12 10 75 6 7 -7 7 7 7 7 7 7 5 5 S 5 5. -5 5 5 TAPPER+ 14 12 10 9 8 8 B 8 12 12 12 12 15 B5 BS 5 7 7 7 7 7 7 55 4 5 5 9 5 5 5 5 1 14-12 t0 9 B 8 0 6- 12 12 12 12- 12 95 7 5.5 7 7 7 7 7= 7-_ 7- _7 5• 5 5 S_ 3--S S. S _ 14 12 10 9 8 8 6 6 12 12 12 95 B B :3 3.5 7 7 7 _7 7 7 6.S S 5 S 9 5 9 5 8 14 12 10 9 8 B 6 B 12 12 12 14 10 7.5 SS 1 7 7 7 7 7 7 7 55 S 5 5 5 5 8 5 S 14 12 10 9 8 6 6 8 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 9 5 5 5 4 3 5•-0• I4 12 10 0 8 8 B 6 12 12 I2 12 10 75 5.5 7 7 7 7 7 7 7 7 5 5 ! S 5 S 5 S __ _ _ _ _ - e. -..__.. _ 14 12 10__9 8, -8- 6 _6 12 12 9S-7S 8 13'3.5- - 7 7 7- 7 7 7- S-3.3 -5 5 5 5 9 5_-5- 4 - _ _ _ 14-12 f0 9 6 a 8 6 12 12 12 95 6 6 45 - 7 7 7 -7--7 7 SS 4 5 5' S 5 'S 5 S 1 -- -- _ *-SEE ANCHOR -- - - - -- - -- - 14 12 10 9 a 8 6 8 12 12 1.5 9 7,515.51 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 44 J.5 - SPECIFICATIONS 6.-0. 14 12 10 9 8 8 6 6 12 12 12 t0 B 8 45 15 7 7 7 7 _7 7 7 7 5- 5 5 5 5 5 5 5 ON SHEET 13 14 12 10 0 8 8 6 6 12 12 8 B 5 4 3 _ ] 7 7 7 7 65 4 S S S 5 5 5 4 3 T4_12 10 9 8 a 8 6 12 12 1 0 8 63 5 .75 7 7 7 7 7 6 4.5 - 5 5 S 5 S 5 43 - 14 12 10 B B a- 6- 6 12 12 10 8 6.5 5 33 - 7- 7 7 55 5.5 -4- - -5- 5 5 5 5 4 3 7,-0• 14 12 10 9 8 6 6 6 12 12 IZ d5 7 5 / 3 7 7 7 7 7 7 7 0 5 5 5 5 5- 5 5 5 14 12 10 B a B 6 0 12 10 6-5 5 4.5 3 7 7 7 7 65 5 J 5 5 7 5 5 3S 3 14 12 10 9 8 a 6 0 12 12 BS _7...SS < - - 7 -7 7 -7- 7.- S - - 5 5 5 5 5 5 4 -- Q VAUD ONLY FOR UP TO 4-70, -75 14 12 10 9 8 a _B 12 12 S5 7 55 4 3 _-_ 7__-7 z s3 a-5 a - - 5 s s 5 4s JS_ - PSF A.S.O DESIGN PRESSURE 14 12 10 9 8 8 6 - 12 12 10.5 73 6 4S 35 - 7 7. 7- -- _ 6•_0• _ - _ 7 7 7 7 4 5 5 5 5 3- 5 -S ! RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 43 4 3 - - 7 7 7 7 5.5 4 - - 5 5 5 5 5 4 3 - 14 tz to e B a s - 12 n is 6 s .7s - 7 7 7 zs 6 4.5 - 5. 5 5 s s 45 - SCHEDULE #3, SHEET 11 14 12 10 9 9 8 - 12 15 75 8 5 35 7 7 6.5 5 4 5 5 9 4 3 _ 9,_O- 14 12 10 9 8 a - - 12 12 OS 65 55 4 3 - 7 7 7 7 7 7 8 3_ 5 5. 5 5 5 5 5 5 14 12 IO e B B - - 05 6 S 1 1S - 7 7 7 6 5 35 - S - 5'ii S 4 3 5 S.5_4.=..=_ 14 12 .10 9 a 6--- -- 12 10 W `b 4S - 7 7 7 B.S 5.5. - --- 5- 5'� -- 14 12 10 9 8 8 _ 12 03 7 5.5 4.5 3.5 7 7 53 45 3S 5 5 .5 4.5 15 - _ 10,-0•14 12 10 9 8 8 _ - _7 _1 BS 6 5 3-5 _ - 7 7 7 7 7 7 43 - 5 5 5 5' S_ 5 5 aS_ 14 12 /0 9 It 8 _ - 95 7.4S SS ] 7 7' 7' SS a5 - 5 5 :S 5 45 !.!i - 14 12 10 9 8 6 12 9 6 5- 1 -_ 7 7 7 6 5 - - -- 5..5 5 45 5 -- - 14 12 10 9 8 e /2 93 6_ 5 4 J 7' 7 5 4 3 _ _ _ 5 :5: S 4 3.5 - - 14 12 10 9 8 0 - I2 10 7 5.S a3 33 - - 7 7 7 7 7 7 3.5 - S 9. 5 ! S 5 5 ,,•-0 11 12 9 8 8 - = 5_S 6.lS : J:9 S - --- - 7 7 6 5 . - - 3 .5 5 -�- 4-- J - - 10 H V BLADE ONLY 14 12 10 9 B 8 - - 11 B SS 1 - - - - 7 7 7 55 4S - - - 5 5 5 S 4S - - - 14 12 10 9 8 - - 1S BS 53 45 15 - 7 7 4S J.5' - S G 4.5 JS 3 14 l2 10 B B - - - 12 95 6.5 5 1 J - - 7 7 7 7' 7 14 12 10 9 B 8 6 4 J 7_ 7_SS_45 ]S - _5 5 S 4S 4_ 3_ - 14 12 10 9 8 - 10 7S S 1 --- 7 � 6 S S S5 t 14 12 10 0 8 _ OS B 5 4 3S - _]' B.5 43 3.5 - S 5 4S 3.5 3 _ 13-0"14 12 15 8.5 6 4.5 J_.5 3 - - 7 7 7 7 7 4-1 5 14 12. 10 9 B_ _ 7SS_3S _3 4_ 3 5_ 5 5_ 4 3 - _ 14 12 10 9 8 9 7 4.5 7S - 77 &5 4S - - 5 5 5 _4i._5 4 - 14 1210 9 10 7Ji 5 4 3 7 8 1 3 _ - 5 5 4 ] 14 12 10 9 - - - - 03 B 5.5 A 3.5 - - - 7 7 7_ 7 7 _I - 5 5 5 5 5 5 4 3 14-0�I1 I2 10 0_ _ - -- 6.5 S 3 - - - 7 7 5 35 - 5 5 5 a - - - - 14 12 10 9 - - - 65 63 4 - - - - 7 7 5 4 - - - 5 5 1 5 4 11 12 10 9 7 4.5 3.5 3 7 5.5 JS - 5_J4�_ - 1`j-U�14 12 10 _-_ 5 8 5 4 3 14 12 10 - - _ _ _ Q"q�r' J"._ _ _ _ _...�_."7-43 j _ _ _ _ 5 1112 10 __._._.__._ 8 6 4 -.-.. _ _ _ 7 7 5 12 10 - - - a5 6.5 4 3.5 - - - - 7 5S 3! - 5 11 12 10 - - - - - 957. 4.5 635 5 4.53.5 16'-014 12 10 - - 6.4.5 J u T2 to - - - 7s ss .7s - - - = _ i 7 s - - - - s. FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zane A•T<<!/l''o (O 2015 EASTERN METAL SUPPLY, INC. BERTHA'HVTNI T-�y1 L E COmc. A�S,S,A, Accordion Shutter System I-LV.BLADE y1 W/OR W/0 KV.W1NIM BLADE tf l��jJ American Shutter Systems EV.N DESCRIP71aN DATE ORAW11 BY: N.L. TILLIT TESTING & ENGINEERING COMPANY i�'•, STATE OF r ws5 N.W.36th.51.,w.365,vwc A GWZMS,i16PJ0A 331 Association, Inc. I OLD 11-192 4/13/15 GATE: 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No e-mail;till-a¢Col.- West Palm Beach, FL 33407 3 Fs,-ORION;..��`;.�'�� 15-085 WALTER k TILLIT Jr.P.E. FLDRIDA P.E. SEA�f1�16NAiN1a�/DATE 6 -- s1i14 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (Rs_f� AND CORRESPONDING MAXIMUM ANCHOR SPACING (Ina SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). !E� U B �E!S'T f=:P-AT F=- SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 5 THE PINE No. SPRUCE PINE SPRUCE PINE 1/2" MIN. 2 lW)6�MSINGSS, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD IN C=0.50 .W/ MIN.. W MIN. G=0.36 MAxonn SPAN(ft) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N,_0 & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUMINGS B.O.WALL MOUNTINGS B.O. WALL MOUMMCS B.O. WALL MOUNTINGS W & X - W & X W & X -- P & Q S.&V - S&V S&v 174!IFWES�Elme E,dj 0971 IFacrR RAIL nac(Wl ova�DY f91S71E EVNE(Pri ave Nuvr Ba591E 46FG�+1 08g1 NDsa I�)ZE sloe(� sn IF9A MRIGLT namFe pW6 Ldj Of901 KT4TL MI3SR M316(F4 ®I�[IvivFt WIG lyq a�M[tAX M7T54FE RFie Ly) 0131 Ima+.E 14759FF Este E� 30 40 17 _. 90 05 30 40 60 75 90 O5 30 40 60 75 90 05 30 40 6U 75 90 05 30 40 60_15T9-T-_5 30 40 60 75 90 OS 30 40 60 75 90 105 30 40 GO 75 90 105 3D 40 60 75 90 105 30 40 fi0 75 90 OS - - - '-0�OR 12 f0_ 8 .8 6 6-_ 6. 6 6_ 6- 12 10 l0 9 B,.8_ 6 6_.6.6'"'8 6_ 12 10_ t0 9 8 8 '6 6 6 5_ 6 6:_ 6- :S ,4 a 4 3 12 12. 12. 72 12 12 12 i2 72 12 12 17,.12 12-12-12 12 12 4'-0° 12 10 B 8 6 6 6 6 6 6 12 10 10 9 B 8 6 6_6 6 6 6 I2 10 10 9 8 8 6 6 6 6 fi 6 6 5- 4 a 4 3 12 12 12 12 12 i2 1'2 12 72 1'L 12 12 12 12 12 12 12 I2 5'_ f2 10 8 8 6 6 6 66 5.5 12 10 10 9 B 8 6 6 612 10 f0 9 8 7 6 6 6 6 G 6 5' 4 4 4 3 12 I2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 126'-0' 12 10 B 6.5 6 6 6 G 5 45 12 IO 10 9 B 6 6 G .5 45 12 10 10 9 G 3.5 6 G_ 6 6 5 4 5 6 S 4 < 3.5 - 12 72 12 12 12 12 12 12. 12 12 12 12 12 12 12 12 10 B.5T-0' 12 10 6.5 4 6 6 5 '.5 4S 4 72 1010 9 S 3 6 6 6 5 4 3.5 12 1010 7 5 - 6 G 6 54 JS 6 5 4 4 - 12 i2 12 12 12 12 12 12 12 12 12 10. 12 72 12 0.50.5 758'-0' 12 10 4.5 3 6- 6 6 5 4 3.5 12' 10 f0 6 35 - 6 6 5 .5 3,5 3_12_10 10 4 6 5 .5 3.5 3 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 9S 12 12 1S 9 .2. 10 3.5 6 6 5.5 .5 3.5 3 12 10 9 4 6 6 4.5 4 J 3 12 10 4 3 - - G 6 4.5 4 3 3 6 5 3.512212220. 12 1212 ,1.t 9.5 8.5 12 12 10 8 6.5 55- 6 6 5 4 3 - 12 10 6 3 - b 6 4 .5 3 - 12 10 3 - 6 6 4 .5 3 fi 12 12 12 12. 1.59.512 12 12 10. 8.57.5 12 12 9 7 6 5 ._._-._ _ _ _ 5 _ _ _11'-0' 12 10 6 6 4S- - 12 10 4.5- 6 5.5 3.5- - 12 10 - 6 .5 4 - O 5- - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12'-0' 12 10 _-_ 6 6 4 -- - 12 10 3.5- _ _ G 5 3:5 - 12 10 - - - - fi 5 3.5 - - 6 5 - - 12 12 12 1: 9.5 8 12 12 11 8.5 7 6 12 L57.5 6 5 4 ' • 1210 '- 6 6 12 10 . - 12 7.5 - 6 4.5 - - - . -- --- 12 12 12 0 8.5 7.5 12 172 OS 7 5S 4,5 4 4'-0• 12 10 - 6 .5 - - 12 7 - .5 4.5 - - - 12 7 - .5 .5 - - 6_ 7 - 1212 12.9.5 B 6 12 12 9.5 7.5 6 45 12 9.5 6.515'-O" 12 - 6 - 12. = - 5 - 12 - - - 6 - - - - 12 12 11 9 7.5 5 12 12 8.5 7 G 4 1216'-0" 12 - - - 6 - - _ - - 1121- - - _ - 5 - - - - 1. - -- 5 - -- fi 12 117 70. 8.5 65 4 12 12 8.6.5 5 J 1 L` I (1) HV BLADE OR n HV BLADE W f �A HV WINDOW BLADE WORKING IN UNISON* L:ATM('NS'ar Ira T1A1 FaADE I` aN 91EET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.N?CHORS TO WALL,FLOOR OR SOLID WOOD SOFTIT SMALL BE AS FOLLOWS: S.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/C-OM(N.OS) - I/4'o TAPCON ANCHORS.AS MANUFACTURED TRY I.T.W.BUILDIX W/LIINIMUM EMBEDMENT AS INDICATED AT -DOLICAS FIR W/G"0.50(N.D.S.) EACIi SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(NAS.) DICEPOON:SEE NOTE 2 BROW. -SPRUCE PINE FIR SOUTH W/0"0.36(NDS.) -MIN. 1/2-COX PLYWOOD(1986 APA) 2.ANCHORS M HOLLOW CEILING SIWL BE AS PER MOUNTING TYPE U,SHEET 17 AND SMALL CONSIST OF IPG SCREWS AS PER NOS 2012%MFCATIONS. 4.ANCIIORS SHALL BE.INSTALLED FOLLOWING ALL OF THE RECOMMONDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY. INC. - BERTHA HVA S'',�f II�� A S S A Accordion Shutter System ` .__.._., ;,�;� 1 LTE OO m.. ■ ■ H.v.BLADE#1 W/OR W/O FW. W1NWH BLADE �`Q• ��- % - American Shutter Systems EV.N DESCRIPTION GATE DRAWN BY, N:L TILLIT TESTING & ENGINEERING COMPANY 1^ bA167 6355 H.M.3G,A.61,5b.305,W KIA GA!mCNS,FLW 3J, Association. Inc. ULD 11-1 s2 4/13/15 DATE 4/13/15 error ••('�[= PGorlo:(305)871-1530.Fax:(305)871-1331 4268 Westroods Drive 2 DRAWING No -roan:wl.�aaooM�am West Palm Beach, FL 33407 3 *`• * Q f `tr G ` EB-0006719 - - 15-085 STATE = WALTER A TILT Jr.P.E. 4 VNp, FLORIDA U.g 44167 6 SHEET 15 OF 20 '''''YALE 5i p N PL...r``��• INSTALLATION DETAILS ON EXISTING WOOD . BUILDINGS FOR HV & q& HV.4 BLADES AS APPLICABLE MAX. SHUTTER SPA + OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL A WALL FINISH BE ITED TO 105.0 psf. A.S.D. DESIGN PR SUE RATING. SEE SHEEJ 19 FOR MAX SPAN & ._1/4.0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE Q).& A WORKING IN UNISON TAPCON WITH ADVANCED THRFADFORM TECHNOLOGY '- 1i 1/4'0 TAPCON OR W/ 1 1/2"Min.PENETRATION \,! TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 'T-- I OF THREADED AREA TO \i_\ ,:', W/ 1 1/2'Min.PENETRArON OF:THREADED AREA TO EXISTING t MA gAUATIOU I 1 EXISTING WOOD HEADER. -- WOOD HEADER.(SEE SCHEDULE ON SHEET 15) TO QASS(SEE (DOR (SEE SCHEDULE ON SHEET I5) 11/4'0-20x}/4"S.S.MACHINE 1 _SaEDLE ON SHEET_ i } T SCREWS W/ 1/4--20 NUTS IpNg SHEETFOR ' vl'Min. a 11z'D.C. ExlsnnG B BLADES(1)&fig) S }/ $ { 1 Eti- - - -c[A55-=t - --- WALL J 1 ! r 1 OR 15 U EINISH { FTF J OUSTING MIN. 1-O.' FINISH 2"X4 WOOD —(DOR • — � EXISTING MIN. v HEADER REQUIRED O_ _ ®' I 2'x4'-WOOD - { 1 _ If"0 TAPCON OR TAPCON WITH ADVANCED I 3 HEADER REQUIRED 1 I' I1 11 ` LT1'22ADFORM TECHNOLOGY W/1 1/2' EXISTING I I '-(D I , Mir. PENETRATION OF IHREAOCD AREA TO GLASS -I ID�(� I d I I :� 1' EXISTING WOOD HFJLL1Ei2. �y�DILE IXJ 51t"ET MW.sEPARAISON 10 GLASS. L --- EXISTING \(SEE SCHEDULE ON SHEET 15) 11 FOR B.ADE(DAFD—__- GLASS---I __(SEE SCHEDULE ON SHEET 11).._ I 1 ON 9�T 19 FOR I 1�;_. - _2'x4."CONN.SILL BLADES(1)d&1i� .1 . ...-_ .. _.__.___._._ _ ._ . I I. PATE REO'D. ON HV WALL HEADER INSTALLATION OO HV-WALL-.SILL INSTALLATION (M)HV WALL HEADER INSTALLATION T------- -- -=--- ---- I I I ----- I ---.. -- 1 - r IN SEPARATION TO CUSS O OOSnNG �-- MIN.SEPARATION TO GLASS ` 1 (SEE SCHEDULE ON SHEET 11) I 1 GL,ING I. ('----(SEE SCHEDULE ON SHEET I1) I MIN.SEPARATION TO GLASS I I EXISTING 1 EXISTING 2'xM1'CON7�(SEE SCHEDULE ON SHEET 11)- 1 GLASS-� ( _ C1A55-; a W000 PUTE 1 1/4'm-20x3/4'S.S. A v REO'D ` •-� I MACHINE SCR-WS .. 11/4'm-20x3/4'S.S. I MACHINE SCREWS w/ I I USING 1/4'-20 NUTS _j 1 - - WALL �_ \ /. 1/4"-20 NUTS 49 12' I D 12'O.C. ITNISII I I O.C. [ _ `� //.I .E F" L I / OR® 17°" 1 0,1 1 1 _ ...._ 33GR i�5 t.2'x4'CONT. -E WOOD PUTE t 1 _EO__FO_ I1 REO'D. 'Min. t VA 1 1 `` 1/4'm TAPCON OR TAPCON WITH ADVANCED `/ VTHREADFORM TECHNOLOGY W/ 1 1/2'.( 4'CONT. Min. PENETI7Al10N OF THREADED AREA 70 TAPCON WITI AWANCED 1 ' SILL PLATE "— EXISTING WOOD HEADER. t 1 1/4-0 TAPCON OR NQIE: TLEO D. (SEF SCHLDU.E ON SHEE1 15) 11 1 �' -`; iHHEAOFORM TECHNOLOGY W/ 1/2' -- LAPCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPIC4l. 1 t i• --W,�FINISH 1 ` II :� Miri. PENETRATION OF THREADED AREA INTO PLYWOOD 1 t/2'MIN.CDJ� \ THREAOFORM TECHNOLOGY SHUTTER ASSEMBLY. — `�l (SEE SCHEDULE ON SHEET 75) EXISTING MIN. D.C. PLYWOOD NE. \ W/ 1/2'AJ_ PENETRATION OF 2-MOUNTING SECTIONS CAN BE SNDS W iG'O.C.MAX. THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO 1/2'MIN.COX PLYWOOD REO'D. WALL FLNISLF ( SLIT ANY INSTAL.unGN. ®HV. WALL SILL INSTALLATION REO'D.PlYW00n TU E� SEE'SCHEDULE ON SHEET 15) XISTING MIN. 2'x4'STUDS 0 16'O.C. MAX.RED'[). ATTACHED TO STUDS IN ' PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WIT7 WITH SECTION 2308 OF THE FB.C. SECTION 2308 OE THE ©HV WALL SILL INSTALLATION •SET:LIM�Ar GF P HV WALL SILL INSTALLATION F.B.G. BLADE E ON SHEET 19 FLORIDA BUILDING.CODE(Non Hig)1 Velocity. Hurricane Zone 0,2015 EASTERN METAL SUPPLY, INC.. A..�l7'1�4� �'.,,, BERTHA H rM A.S■S.A■ Accordion Shutter System ��/ �{��� H.v. manE#1 w/OR w/o KV. ALADDIN BLADE '�P•��'"'''- TILLIT TESTING & ENGINEERING COMPANY Amertcan Shutter Systems EY. 'DESCRIPTION DATE DRAWN 131: 41- * E W3 N.W.76N.SL.Ste.70.9.WGNDI CAiDIM.TLORDA 3716 Association, Inc. 1 OLD 11-192 4/117/115 DATE: M1/13/75 A' STATEPhone:(305)871-1570.Pox:(305)971-1531 4268 Westroads Drive - 2 DRAWING NO 9•, :ry mail:tAMOUGGI.-M West Pdlm Beach, FL 33407 3 F t+ c Ee-0006719 15-085 A Hurt 7.P.E. ' FLORIDA Lic.j 44167 5 SHEET TI 6 16 OF 20 uuH INSTALLATION DETAILS ON EXISTING WOOD. BUILDINGS FOR 1 HV & HVi BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L= FOR INSTALLATIONS INTO WOOD WITH HV BEADE n ONLY SHALL B LIMITED TO .105.0 sf. A.S.D.. DESIGN PRESSURE RATING SEE SHE - 9 ORMAX -WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE1)-& WORKING IN UNISON �t :._.7 1/4.0 TAPCON OR 4'x8'(Min.)EXISTING EO--^—E4 2 MIN.— V I TAPCON WITH ADVANCED EDGE(IF APPLICABLE) �x WOOD HEMA REQUIRED. _ (`;-. THRFADFOHM TECHNOLOGY W/1 1/2'Min.PENETRATION 51RUCTUTiAL ADEQUACY OF TiRFAD@ AREA TO 1/4'0-20x3/4'S.S. OF IXISRNG WOOD HEMI _1' PHILLIPS TRUSS HEAD TO HE CERTIFIED BY _ _ EXISTING WOOD N EXISTING WOOD HEADER. Min. MACHINE SCREWS REGISTERED ENGINEER OR --_— --'- - (SEE SCIMILE ON SHFLT 15) W/1/4'-20 NUTS ARCHITECT PRIOR TO O EQ TRUSSES OR O 12'D.C_ SHUTTER INSTALLATION_ '/2• _ _ _ 1/2 —^-T RAFTER O 24' _ O.C.REQUIRED - 1/410 TAPCON OR _ 1 ort 1 IAPCON WITH ADVANCE I EXISTING SOFFIT �\ _257• THRF/+DFORM TECHNOLOGY 3/4 Naz.THK. Max.._'W/-1 1/2•-Mitt:PENETRATION _ _ _ _ _ _ Hx3/4"— _ 1--EP+ O_ _ _ _ - ._y1'x4'x1/H'CANT.ALUM.TUBE - OF THREADED AREA TO "" - `EQ EQ _ ___ -- - _- S.M.S. - 'I (6063-T6 ALLOY)W/ XII I� OPTIONAL EXISTING WOOD HEADER. O 6'O.C. (3)5/16'0 LAG SCRElNS t0 {I (SEE SCHEDULE ON STILET 15) 1 or 1©or 15 EACH RAFTER OR TRUSS. .1 i or 13 or 15 .^j. LOCATE LAG SCREWS AT MEXISDWIDTH OF DOSRNG WOOD _ .( _ MEMBER.(2'Min. NOMINAL EXISTING--1 HEADER HE OPEN HOLE AT EACH-- - WIDTH)W/ 2'Min. GLASS MIN.SEPARATION TO GLASS EXISTING I -1 STUD TO ACCEPT Lj I PENETRATION OF THREAUED (- -�-------------(SEE SCHEDULE ON SHEET 11) I 5/16'0 LAG SCREW I� AREA VALID FOR I I GLASS_-I '� AT CENTER OF TUBE. 'IRHTTII INSTALIATIONS WITH 72psf L_ I_ J1_ MAX.A.S.D. DESIGN LOAD ANO 11 I .S EXISTING I 1e�t gslwaTwN 9'-0'MAX. SPAN.THIS . HV WALL HEADER INSTALLATION I So' (SEE T GIhSS— To INSTALLATION 5 ONLY.YIWD —I 11 FOR 9AOf maw ♦ 1 FOR g�(D� FOR WOOD W/MIN.SPECIFIC I w s fftr,a am _(DOR ® GRAVITY OF 0.50 As DOUGLAS HAGfS NA I m g ♦ FIR OR SOUTHERN PINIF No.2. ."° OR® OR EQUAL 1-SEE SHAT 4 FOR TYPICAL SHUTTER AS5618LY T - 2-MOUNTUNG SECTIONS CAN BE COMBINED .. ..[._..E____ w err WAY To sun RN lxsrauanoN. "___(Sm + � COC J HV L G ST LLA7'ION J-- T HV CE--I, INSTALLATION----(DOR ®♦ MIN_ I I I t MIN.SEPARATION TO GLASS EXISTING. 'Ofm TO GAi ASN I I 1 (SEE SCHEDULE ON SHEET 17)- I GIISS I BIADE50✓M F43 • �( ---_.�- SEE SCNEDULE n�Jl ION 511EET 1'1) I I j j II II ALTERNATE ANCH R I I ( I I I ( WALL- _ LOCATION 3/6 Out FSI SNS—I _ FINIS11 J I I 1 W10x. 4'NIX � --2x6 MIN.WOOD 1/4'- 6 7 '1-"--_ .3/ MIN.._.. TSH HEAD TEH (OKFIR SH11NE0 lu� I I i SCREWS O 12'0 0 --'-13 OR 2.'x6'MIN.WOOD I n n A'LOWED) T- DECK REQUIRED(NO tT } FINISH ALLOWED) - _ -" EDGE _` ��-- �'I{ _19 EDGE OF DECK `7,2' SOF EDGE OF DECK Q IF APFLfCABLE .E_O- 'LTJ: DECK IF IF MPLICAHLE ttY•••+++((( \� \k 1/4'0-20x3/4'S.S. _ AoPLICPDLE 1/4'0 TAPCON OR '•^\PHILLIPS TRUSS HEAD 2'.-ANN• _ ,f/ I 1/ t`ll '� 11 I, TAPCON YITI AOVANCFIT Min MACHINE SCREWS /' I -- 1/4'0 TAPCON OR TAPCON WITH ADVANCED - 2'x4'CONT. J IL THREADFORM TECHNOLOGY W/ 1 1 2 M:n. MIN.— Slll PLATE 1 IHRFADFORAI TECHNOLOGY W/ 1/4'-2U NUTS 1/4.0 TAPCON OR TAPCON WITH ADVANCED TNREADFORIA / f ,_ W/ 1 1/2'Min.PENETRATION 9 12'O.C. --2'MIN. - PONETRATON OF THREADED REO'D. I OF THREADED AREA TO TECHNOLOGY W/ 1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE --" l \--• AREA TO EXISTING WOOD HEADER.(SCE-SCHEDULE ON SHEET 15) FX75T1NG WOOD HEADER. _ SCHEDULE ON SHEET 15) L.1. (SEE SCHEDULE ON SHEET 15) CX)HV WALK—OVER INSTALLATION ♦SFE UMRAI IS OF USE FOR (V HV WALL SILL INSTALLATION B1ADE`ryONSHEETI9 HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A; ®.2015 EASTERN METAL SUPPLY.INC. ,,��'�. ��CENS •°'y-- __ ■ ■■ RTHA HVTM A S S A■ H.V.Hccordion Shutter System ,M c. c o .V.0.9E#1 W/OR W/O KV. %MNDaW MA)E American Shutter Systems 1ILLIT TESTING & ENGINEERING COMPANY FY. DESCR-19 DATE muE- BY: / ` 6357 N.1.36th.St.Ste.3M.N�GD:G GNA0C.RORW J3/ A9SOC1OtlOn; Inc. + OLD t t-1s2 yt3/t5 DATE a/1s/t5 rlwnc (305),971--1530.Fox:(305)871-1631 4268 Westroads Drive 2 DRAWING No - ss rr e-maAU7co0a91.com West Palm Beach, FL 33407 3 15-085 701VAL 1 1ttYE��` W'ALTER'A.PLUT Jr.P.E. 0 SHEET P.E. SEA Lf S'(GAYURE/DATC FLORIDA u�. ®4.167 6 17 OF 20 END INSTALLATIONS (j) HV BLADE OR B WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS .2•a.•.1R,.r000 SN05,R ro, _2•x1•MW.N000 STUDS REWD. WOOD STUDS—_�r 1/.'e Taf0011 �. _ 2•a1'M(AS APRICAR.D - 1 _ 11DOD STU0.5.. TIrRi M0 a _ti I Crs APILGBR) \ / STUDS OR x/ueL :• \ / tttagl '. 1/7•rvunwx 1 ,,. 1 / rMl `°� DtSIING GIAS'/—OOSrt ClAsS I•-'( / el E1111�iNG CUSS ' / \ F 5,UOI;o uo ?` �� I 1/z'CN.cnv Ta sEDFIIVLt\901T-�� s � ma (s¢ '�- .3•e�,; Vz'uN.�t .t.n m AE 0 ryi w 1/z'uN.ma 10 aASS(s¢ it FOR exE Q:NOIJ18'J' 1¢�'3EET 1l MADE�Wio_ - - N.;.•: 1m1 t l Q) -- 1 IT Q151QT t8 NNC6083-YG).�. .11@1 1/�• OI se1Is Q� _ __ u T .•:• --1 1H4tII19 fLA _ _ _ _ t/2••- 1)f't LLJEC 0iM0 WJ�I,9 RARSIDh CAi : }all RlQSaDh d�D __ OARS Q•h 1 I'YaL HATE.(LULU[ Al enwc 1CN O16 0.c. /16 O.0 Sus. /A` (ooar..a/2 M uusun _ 016 O.0 .---- _ � �/q�� ()/IOa1/2'S. m(7• \-5\\ � I L:l —_ (1)1/.Y Arca W^w•o�ds m _ - _ -__ I OR Ql'e --� sEE OEM%v0R (1)oR Q9' lmlw xr orP) (1)oR 5y SAE CONNECDON sEE�TNL%fOR 1 OR`L a i0 TRAf%15 �LCQ'OQCIIDN C/•) II'v�6•Qv(6 •.y- �•�•J swE �l d>1-C3-©C�'80 i�' m TRACKS �rysd3�-x�-0-04 -0- TO .po1•�-©.�.Lt�,.�. J63-19-,.)•O-7'�•d�- @�®-a�r,•f_3=�:�_ J•b)•L-©•(�•a"�- (9•Q1'L�•l�Kt�'Q3- ©07 ®-C�rJ f9- �.�. .�g.✓.Er,. @ d3-Q�l (�i- CV-0-0-CO-07 0- d�•d3- d3 dpi- e0 d�-Q3•d?-59 d� O drip 0 0 END CONNECTION DETAIL f9 END CONNECTION DETAIL END CONNECTION DETAIL 64 END CONNECTION DETAIL Oeannc I•RWUe®uav FOR sews cmA11x 11MN 1z'-a• Y.a•MN.sooD 1/Pe TAPCW w+oroN^, 1H•a wcaM ury+0.s, /laa/z'sys._` '-- --'��s--S__� . Sn95 2rOb� (-W/1 1/2• wD. ot6 G F)IT5F•c Gess-� cwErRanoN a Iz'o.G w• o ly aG 1 ry R 4 ♦ SEE UMITAEON5 OF USE FOR Mra s.PrulnR+ I \ 1/2'uw. sL1GD1%E ON SIM BLADE ___- j\ _ fiLAOE 1A ON SHEET 19 ro aAts A, � 11 FOR 0).. ,olm%E.MWTI ;'•`p- -0 RIIxStDe - I U ext Nno L_..;; •` '' F0 R �hfs � I I •MRO. IA41. I;• —___.__e lq(� C=_-rsf',J v VIEW -»-T•Ci'kfe_}.(1.,dg- \_.viral rtmsH z.l•auaD."Do'/ wW. ai-C4-.al•ii��'-+�•' ' 1 l9 7s-ZD l�-'�Zg- suns . PLAN OO Ce-d1!3 Lf9•(S r0 C�-da•d�•p•fA DETAIL X END CONNECTION DETAIL END CONNECTION DETAIL•12 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone `\`v� l�lll t(n ///////�� ®2015 EASTERN METAL SUPPLY, INC. A. r� BERTHA HVTM — —' TTI LE C O tNc. A■S■S.�#. Accordion Shutter System H.V.BLADE#1 w/OR W/O KV. NINDCW BLADE STA TIWT TESTING & ENGINEERING COMPANY American Shutter Systems NDFSCRIPTIOM DATE DRAM Br: Mt_ •* 6145 N.W.Jblh.Sl,Sla 305,NRpMA GMDEIIS,ROR'1M 1316 Association, Inc. I OLD 11-192 A/13/15 ONE: 4/1311$ TATE DF �� rr ne:(305)871-1530.F-1:(305)871-1531 4268 Westroal 10Pive .2 DRAWING No '• R �. -moa:A.Ill.IT Jr.P.E.Ulteaooaa— West Palm Beaah, FL 33407 3 E71 115-085EB-0006719 ��� •.•�ORIDP,. �( WAL1 FLORIDA U.11144167 5 SHED ,�'KiM1Y�RE/DATE 6 IS OF 20 `N�i', (pAD (iAp —ti(y-Nti 0F'I�l'.2-(4 • GENERAL LIMRATIONS AND C-nNDIDONS OF LTE FOR BEAiFL4 Cl)w WORIGNq IN. Y Y Y Y �! 1.MA%.AS.O..DESIGN PRESSURE RATING:+110•- 110 px.f. _ 2.MAIL SHOTiEN SPAY:96- 3.ALLOWED MOUNTINGS:A.D.G&H ON SHEETS 6,7;AS WELL AS MOUNTINGS M.0,T.U&"W ON SHEETS 16& 17. x ONLY CERTERMATES 2�®(BDTN W OR 2�T ARE ALLOWED WITH Q�-ga�r�pr�t� (�2i�AR IN A SYY OR 0 NG LA CUT.IN CASE OF OPPOSING 05 .04. _ r �" U IAYOUi,(SS)MUST BE INCWCF.D ONLY AT EXTERIOR ACCCSS SIDE OF 11a,'�Q--- _ CENTQ7MnTE TVP.FA END i - - • — 5.(A)ITV WINDOW B1nDE lO SHALL CITY ALLOW A MAKIMUM OF 5 OPENINGS '0 0 (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SH 4. MAX.5 WINDOWS (B)MIN.CLEARANCE FR() TOP OR BOTTOM EDGE OF NJ WINDOW MADE lO _OWED AT HV- N =__ _ • _ _ - _ _ _ _ _ _ _ _ _ _ __ _ _ OF ANY }'DHOIE_FOA> SHPU.ETE 12•. ___ _ __ ___ _ WINDOW BLADE , (C)FIRST ORE COMING OUT FROM STARTERS AT ENDS MAY BE WWINDOW BLADE BLADE �r - -, - - - (D)IN WINDOW S BLADE�MUST BE USED ALTERNATE TO A SOLID FIV BU_OE tO 2 THROUGHOUT SIUNER'S WIDTH. (E)c TEs sHa1 nanous BE INsraum An3ncENr TO a soup IN • BLADE 1 AT EITHER SIDE OF THEM. SEE END t-q (F)POLYCARBONATE NV WINDOW Stall BE INSTALLED SO TABS FACE CONNECTION _ • • • b E THE INTERIOR OR OF THE OPDUNG BONG PROTECTED. WINDOW MUST BE DETAILS ON SHEETS �. "� ONLY INSTALLED AND LOCKED USJNG A W SETTING TOOL PROVIDED BY ASST, 10,& 1B IVP. 3,Naf INC. FULL HEIG1n.— l pp G.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME �FY 1 F$g A BUILDINGS ON SHEET 15.AS UMRED BY SPAN AND DESIGN LOAD(SEE NOTES z P P 4 � 9A 1 &2 ABOVE). s br� C 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POUREDPOURED"S CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.LONDAUM SEPARATION 70 MASS SCHEDULE,PER ASTM E-1996: (SEE PLATT FOR REQUIREMENTS) \ A� D H TYP TOP&BOTTOM WIND ZONE... lt✓fl - NNUM SFPN1AlibN TO GLASS --UNIIAIHED WIOTH—._..- ELEVATION MN.SEPARATION TO GLASS -- 4 ----6.2s• EKtSTINC GLASS—, SFE SC�IAE ON 92T 11 FOR MPLIE Q) CYN 1145 SEEP FOR MPL6 Q)&;� _ . C4)TVP. � TVP. GAL CENTERNATES1 OR 5AND w (w Lc I (SEE NOTE 4 AAOVE) \ PLAN— TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SIA SHUTTER* --- N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone NN Alµ111111AI111111//AAA• ®2015 EASTERN METAL SUPPLY,INC. ,,�P\��R�E•n<<iT,,, BERTHA HVTM A S S A Accordion Shutter System FLV. MADE#1 w/OR W/O RV. WINDOW BLADE TILLIT TESTING & ENGINEERINGCOMPANY American Shutter Systems Nix Ik DESCRI"ION DATE ORAWY BY: I'LL STATF *'� was N.w.36th.St..St..soy NRGc<L1 T:NmaNs,F1IFdO4 MIR ASSOC1a}IanF Inc. t OLD ti-192 4/13/15 DAIS: 4/13/15 r' OF A Phony:(305)971-1530.Fa+:(305)B71-1531 4268 WestroadD Drive 2DRAWING No e-mail:La-0aoleom West Palm Beach, FI. 33407 3 15-085 ,��FS.,�ORIDP.•�\>�c•`�•� ED 0 wALJE7i 00671Jr.P.E. 4 '77 QQ AN FLORIDA U'c:1 44167 5 SHEET P.E. 9&Ay/�, �1�E/DATE 6 19 Of 20 6'. 11/2'x O.D35-THICK - .INSTALLATIONS W f� HV BLADE -& HV CENTERMATES 2�1 -12.000'Mc..r Min.ASTM A-853 CRADE 40 1 Min. YARiF,S•;_I o ".G-60 SAT 5T1A 43b INTO METAL STUD WALLS * ao _.°� N I = METAL STUDS AT 16'O.C. O 0 O L®6-O.C, 40 47 0 1 --- 1/2' 075' * - - 30 114"0 NOMINAL w w -� 3 E N N MONS 0 USE ALUMINUM SLEEVE 1 / "� I I' —o� 6063-75 ALLOY FOR BERTHA 1 HV BLADE ACCORDION SHUTTER 1 3/Cx 6 1/4-k 0.03W'IN MIn.I A 43c `/ 430 12 x _ SYSTEM INSTALLATION TO METAL STUD WALLS CONI.CALV.STEEL TRACK CHANNEL 16 6.O.C. ®B•O.C. t N ASTM A=653 GRADE w Min.G-H0 I SEPARATION TO GLASS SCHEDULE 3.00D. GALVA'aZED FASTENED TO STUDS I / '' •1 j'� T._ Mai. W/(2)16x1/2'TEX SCREWSDCN 1 oDmNc FINISH 3g 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR 4 EXTERIOR FACE I 'AS nPPUCABLE '-01 N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM MN. SEPARATION - - - .SEPARATION OLENGTH•+ 1' EXISTING GLASS -±- _ � � 3. ALLOWED MOUNTING: MS ON THIS SHEET. ate-E-1996 TO GLASS 43 1114-0-203" BOLT TO GLASS (SEE SCHEDULE) N '-W-ITHY TERMATE-il ARRANGED 21 W1 n24 KV LOCK ARE A SY_METRICALLAYOUT.LLOWED PENETRATE 1 THRU 3 7' - - - - 7E MUST 3c 1 USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'x 6 1/4-x 0.035'rnICK Mi.' EXISTING FINISH / INCLUDED AT AOR OR INTERIOR ACCESS SIDE OF 1.373"-I oso' cONT.GALV.STEEL TRACK CIUNNEL I `AS APPLICABLE CENTERMATE. zso' �' � N A-653 CRAOE ao MIT.G-60 U ----"-'ZED FASTENED TO STwj-(2)16x1/2•TEX SCREIvs oNTERIOR'&EXTERIOR FACE '•0-!0. IHRCADS BLADE SLACK DETAIL HVF IS ALSO VALID FOR 43C 1/4 -1 TRUCTION - Alp 72 38 CENTERMATE 21 APPLICATION WITH BLADE1Q PRODUCTS FAB-LOK HD 6'x 11/2•.0.035'THICK W` .`:�:ViiR;E . 43b COMPONENTS m.ASTM A-653 GRADE w 1L- -- 2^.nldi, ® 6' O.C. u Mi..G-60 GA1,V.SrEF.I ; !• ':I MS WALL HEADER SILL INSTALLATION METAL STUDS AT 16.O.C. ni. - __EXISTING FINISH AS APPLICABLE SCALE: 3/8'- 1" (TYP.TOP k BOTTOM) /� - _ — ————.A — - _—— ———._...—_ _I - _--7—— - - /ASTMGALVANIT�FASTENED 10 STUDS 60 - EXISTING GLASS j / GRADE 40 *. 1 TRYC Lw I # W (2) 6x1/2-TER SCREVIIS ON SYMMETRYCAL SYMME A ` s ARAn VARIES. / „ MIN ON YA IE L: � 430 436 43c I. 1 1 I , I INTERIOR&EXTERIOR FACE 1 1 1 I CENTERMATES W/ 1 CENTERMATES W/ ' 1 TO GLASS z t 1 1.. EXTERIOR ACCESS SIDE 1 1 INTERIOR ACCESS SIDE:I (SEE SCHEDULE)' Max, 1 1 ----------------------- ------- ----- --------=-------------= --=--= - --- 6`(TYP.)---._. -� IN '-------------3 GJ(6.,Min.) - -"IN------- --------------- --- -----_'_'-----I —= ----------------- -- --__- -----------_----- -------- ------------- -------------- -- --------- - - ---------- ------ ---- tl Y _ --------- �` I --r-– — _ 21 - 21 C� T' — 21 U.� 1 ocAr AT 12 HV HEAD ER/SILL END ,— L s VIEW Y \ 24 ' SIDE CONNECTION TO TRACK 1`z (6-Min.) —.—�._._ -3 1/a'(Typ.)__.-'6 1/2'(Typ.) _____ —7" ---- 1 6 1/2'MAX STACK *#----� (Cont.) - jffB BLADE SLACK DETAIL HVF HVC FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ,ltltpp❑Nllllgrrr 0 2015 EASTERN METAL SUPPLY,INC. R A:...... BERTHA HVrwH A■S.S.A■ ccordion Shutter System H.V.HVMADE#1 W/OR W/b H.V.W1NIM BLADE American Shutter Systems MY4 U. DESCWTION DATE DRAWN TTY:.AL TIWT TESTING k ENGINEERING COMPANY Association, Inc. ; OLD 11-IB2 a/13/f5 TATE: 0113/15 si N.w.SGm.St.r1,305,rumN:A WIDENS.ttdrsuA 331 Asci 4ton Drive 2 � �- --� ` Ph ona (305)871-1530.Fax;(305)371-1531 - DRAWING NO 'a,�e� ,FLORIfl4 •� `.�� mciEDt+1�0677191.com West Palm Beach, FL 33407 i 15-085 S•.,••..••:•• G�� WALTER A 7;LUT Jr.P.C. P.E�rr9EAJl�r (t{VTYL/DATE ILORmA u�.0 00167 6 SH 20 OF 20