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Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: I �' Permit Number: RECEIVED • Building Permit Application OCT 1 8 2017 Planning and Development Services PERMITTING i Luce County,Building and Code Regulation Division St. FL 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 PR'9p"-DrI�,MPRO/fEMENT LQC T10 `� , y , Address: ��� TIE �S /V5�! lJEf-� LegaI Description: Property Tax ID#: �7 II'���-�D1�"�!�0'9 Lot No. 7 Site Plan Name: Block No. Project Name: kw-cfl q Setbacks Front Back: Right Side: Left Side: D'E�TAlL�D3D`E�SCRfP��ION�®FfW=6R:K7:**_7*ffi 3/ULS7R-I-kA-_r16AJ OF PYlek/CtIuF- sku--?YE4tS 3 Aft`Xi &OYS `Z 6c d4et?K gOSTIER, ?iONnF=Ota1 '^�ATO:-'- a Additional work toe e orme under tispermit—c ec a appy: HVAC E] Gas Tank ❑Gas Piping _Shutters Windows Doors ❑ / 0 Electric 0 Plumbing Sprinklers _Generator Roooof pitch Total Sq.,Ft of Construction: S Ft.of First Floor: Cost of;Construction:$ 7��-U(� Utilities:Sewer 0Septic Building Height: 0111/N,ER/LES E. : t .r� C®. Name f-fYAPAf71 f 6R?old" Name: lo4a /vO-t'( Address: V STF lr1 S ebGtP-r Company: P1457m ° '6, Simg-60V City: &EMN61Uft State:VR Address: I)gpo Se cSGt_7AIuluE_&2/yF Zip Code: 023 Fax: City: 1_166EiS161 b State: AE— Phone No. '>02- (03 4' Zip Code: 33-J�� Fax:7V-J;S-Jo2gl7 E-Mail: Phone No. -M-5-JIL3366 Fill in fee simple Title Holder on next page(if different E-Mail:Nk_�®( Sff(`�C�(`�ShG� f1�.C0� from the Owner listed above) State or County License: �o�� If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. S P�PEEMENTA"L C:ONS`�TRU.'CTION LEEN LAW l IF®RNIATI®N': DESIGNER/ENGINEER: _Not Applicable MORTGAGE 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: Zip: Phone: Zip: Phone: 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 thepermit 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 corisult-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 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 Commence t. ;,. �W;60:Qw -ssee/Contractor as Agent for Owner Signature o Co ract r/ cerise Holder �.• OL""®Fta _. STATE F LORIDA TYEOF �IJ� COLIN OF lirgoing irgtiufn_q�t was acknowledged before me The forgoing instrument was acknowledged before m O o J •'• "day 6i evly ,' 20 13, by this 7 day of OG fo b-� ,20 /7 by Z k� � �:�� W at �a e- (Name of person acknowledging) (Name of person ledging) V (Signatyre of Notary Public-State of Florida) (Signature f Notary Public-State of Florida) OR Produced Identification r Personal) Known_ OR Produced Identificatio Pi�ee��`` (�1 Known; y rfi0ritificatfod4i�uced �d aI✓ Type of Identification foduced orl rnitAn Imo. .-►�: °' = (Seal) Commission No. (Seal) '457"1` ,t REVIEWS,�,,,,, FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS v. JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY GG� FILE # 4328807 OR BOOK 4018 PAGE 1172, Recorded 07/12/2017 02:16:23 PM lV i AFTER UCORDING-REPURN TO: RECEIVED OCT 18 2017 1 PERMITTING P6RMITNUI.IB6R: NOTICE Or COMMCNCEMEW St. Lucie County, FL nit undersigned hereby gives notice.that improvement will be made to certain real property,and in accordance with Chapter 713, Florida Statutes,the foliowing information is'provided in this Notice of Commencement. (cwt• 2 1. UEsenfPTloN OfPROPERTY(Legal description of me property fir.street address,if available)TAX FOLIO no.!7J+�56J 4013 DDd suaGiY1SION ally,vlw IILOCK 't'RACI' L0T-1—LLUG UNIT l39 *-?PIAC ,CION T - eZJSaJ t FAW& 131657 2.GENERAL IIESCRIPTION Of IMPROYEMENT: .ZNu1 4G!-A(fl)N d�/-f(L�2fCANE 3. OJVNER INFORMAA}T,I/O/N,tO,R LEES/SEE INFORMATION It?TIM LESSEE C�ONNTRRAACIVEE•D FOR THE IMPRODYEAtt�ENJT�/� •� e.Neme nml address:/ t,�t7/TG/V//'"r ab L, �J�"1 •Ji`/"{'m LuLLI�.� l�F•�/t Alu�lT y'*-2d 3o b,Interest in property; d i_,3 Nt9L T c.Na1tlCaad address orfee simple tirlebolder(irditferent from owner listed obove): 4. a.CONrRACVGWSN//,,,,LE: /"I1qP rK(,1113\C- _3kU71 C-p, f�• -7} 2 Conlnttar'saddrest:l�"ISDJG U_uZfiN[✓E u� ND8E ,5QQNI[,1�,3,3 Phone nwnber. I,7;���S�J00 tj U i 1 � 5. SURETY(irapplitable,acopy ofthepaymontband isatlached): J w0 t. a.Name and address: b.Phone number. e.Amount of bund:f Lu 6.a.LENDER'S NAAI E: y 0 Lender'svidress; b.Phone number: �a 7. Persons within the State of Florida designated by Owlter upon whom notices or other documents maybe served as provided hy��0 Section 713.13(1)(a)7.,Florida Sin lutes: t- m CN a.Name and address; ter'y LL V b.Pnoae: �:r:ofdazibnatcd pc:aans:_ nn�iZ—,.- LU 3--j S.arta addition to himself or herself,Owner designates of f0 V to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. LLYU LL 00 b.Phanenumber orperson or entity designated by Owner: 0 UJ 9. Exp(radon date of notice of-commencement(the expiration date may,not be before die compiction ofconstruetion and nual � r DD Pa ment to the contractor,but will bel year from the date ofrecording unless a different date is s eciGed) 20`1- 0.nom U co p WAIIINING TO OWNER-. ANY PAYMEMI'S MADS BY TI-113 OWNER AFMItTI-113 EXPIRATION OF T1,19 NOTICE OF COM1,113-NCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER C11AP7'ER713 PARI'1SECTIO 713.13.FLORIDA STATUTES,AND CAN [-Ul T IN`OUlk PAYING TWICE FOR WIPROVSMEN'fS TO YOUR PROPERTY A NOTICE OF COMMENCCMENT MUST Dr L•CO tD TED T IR P •N IN NCINO CONSULT V' t t DE R O D Y CE COMM C•MCNT Under penally of perjury,1 declare that i have rend the foregoing notice or commencement and that the facts stated therein are true to the best of iffy knowled a and belief. (Signature of Owner or Lessee,or Owner's or Lessee's' (Print Flame and Provide Signatory's Title/Office) Authorized Officer/Dire¢tor//P�artiker/1Mlanager) State of N,Il 2a �tN County of t� The foregoing instrument%vas acluiowledged before me this 3- t\ day of 20 1 7-'�f, by �4- u+ floc II'(y t MI &NIA _.IS.- (name of person) (type of authority....e.g.o(Scer,trustee,attorney in fact) for Sar•erAJJA _ (name of party on behalfof whom Insirument was exeeu ) `„anuun,,,r Personally Known_or Produced jdt'QitglZlak4o ''.lr Type of Identification 1.'roduccd LIF}tti li SUBSCRIBED OFC AND MIk SS SWOORN TO BEFORE F� SUBSCRIBEDAND _ '•�, r••' ? TNIS ZA DAY OF 06LIC (Signature of Notary Public) z (Print, type,or Staenp Commissioned Name of Notary Publi tr01ARY P LI n•• -0f-11(S.RecordinB) '��J.'40�14.202' <Z;,C My t'nMmlasbn E>4>I Y '��' 01'co4 Opening I Size V) (W x H) ;CP,1.-Clear Panel 81 x 72 V M CP-2; Clear Panel'- .,.-,39,x72 J CP 3.',clear Panel WX09.,.: A-3 L� CP-4.,.Clear,Panel 81 x69-' oZ is CP-5".Cle4Panel' 39 x 69 `` O,: .CP 6. Clear Panel 69',x_69 CP-7 a M CR 7. Clear Panel .63,x 58' a 0P A 4. Accordion 43'x 53 L T A-2. Accordion 43 x53CP-6 0 >� A-3.;Accordion: —,861 x 66 - " IY 0 CP 5 CIM M W m� rz CP-42 =N N nd Floor y U)p CP-3 0 a CP-2 t ti U. N sz �.. r LMo' LU .ai. CP-1 A-2 A-1 I- 0)0) (D U Site Notes Q CU Omit 1 st Floor existing shutters 3 (L m rn = 0M U) N - COPYRIGIR E-TEYVEST.COY - SCALE: NOT TO SCALE DATE, Oct 11,2017 • - PAGE DESCRIPTION: Site Plan PAGE: OF SHATTER CORPORATION 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545-3300 FAX: (772)-545-3297 Property Information Building Information Owner: Brown Residence Wind Zone: 160 MPH. Address: 139 Pepper Lane Exposure Category: C Jensen Beach,FL 34957 Minimum Building Dimension: 45 ft. Mean Roof Height: 25 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max PositiveJMax Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) CP-1 Int 81 72 14 33.9 -37.1 CP-2 Int 39 72 14 35.7 -38.8 CP-3 Int 39 69 14 35.8 -38.9 CP-4 Int 81 69 14 34.0 -37.2 CP-5 Int 39 69 14 35.8 -38.9 CP-6 Int 69 69 14 34.4 -37.5 CP-7 Int 63 58 14 35.0 -38.2 A-1 End 43 53 14 36.2 -47.7 A-2 End 43 53 14 36.2 -47.7 A-3 Int 86 66 14 34.0 -37.1 RECEIVED OCT 1 8 2017 PERMITTING St. Lucie County, FL Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 Identification Schedule for Opening Protective Device or System (The following minimum information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) Address: 139 Pepper Lane, Jensen Beach, FL 34957 Type of Structure:RESP oEN?'ak- PERMIT#: Dev. Device Device , SW- ATFrQ Shutter Shutter Anchor # Type Manufacturer ApprovalQfcSsu 5.�,�N Width Height q N el S acin St 1f55sYia A-1. . Accordion A.S.S.A. FL 389 R-8 47.7 50 43 53 Tapcon 10 Frame A-2.4Accordion A.S.S.A. FL 389 R-8 - 47.7 50 43 53 Tapcon 10 Frame A-3. Accordion A.S.S.A. FL 389 R-8 - 37.1 63 86 66 Tapcon 10 Frame CP-l. Clear Panel TPS FL 6417 R-4 - 37.1 72 81 72 Tapcon 12 Frame CP-2. Clear Panel TPS FL 6417 R-4 -38.8 72 39 72 Tapcon 12 Frame CP-3.1 Clear Panel TPS FL 6417 R-4 - 38.9 69 39 69 Tapcon 12 Frame CP-4. Clear Panel TPS FL 6417 R-4 -37.2 69 81 69 Tapcon 12 Frame CP-5. Clear Panel TPS FL 6417 R-4 - 38.9 69 39 69 Tapcon 12 Frame CP-6. Clear Panel TPS FL 6417 R-4 - 37.5 69 69 69 Tapcon 12 Frame CP-7. Clear Panel TPS FL 6417 R-4 - 38.2 58 63 58 Tapcon 12 Frame ® -r C7 , 7 ® ap O Q� tr11 V C=) `� Florida Building Code Online Page 1 of 2 ia' o ' 0 6 . •' e � 4 - Ro.9da Depaftmentq BCIS Home I Log In I user Registration I Hot Topic I Submit Surcharge Stats&Facts Publications I FBC Staff I'BCIS Site Map I Links ; Search Business Professibnal ' ' USER PublicUseeroval Regulation RECEIVED Product Aooroval Menu>Product or Aoolintion Search>Application List>Application Detail FL# FL6417-R4 M Application Type Revision OCT 1. 8 2W Code Version 2014 Application Status Approved PERMITTING St. Lucie County, FL Comments Archived t� Product Manufacturer Transparent Protection Systems,Inc. Address/Phone/Email 633 Dunksferry Road Bensalem,PA 19020 (215)638-0800 Ext 203 craig.hampton@polymerindustries.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ED Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo,P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Jorge A.Pomerantz,P.E. Ij Validation Checklist-Hardcopy Received Certificate of Independence FL6417 R4 COI Indeo.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D635 1998 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL6417 R4 Eauiv Enuiv.odf Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Waj j 2sml5 V K... 9/1/2015 , Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 07/02/2015 Date Validated 07/02/2015 Date Pending.FBC Approval 07/09/2015 Date Approved 08/18/2015 Summary of Products FL# Model,Number or Name Description 6417.1 ClearGuard Non-HVHZ Panels ClearGuard Polycarbonate Storm Panels(Non-HVHZ Product) Limits of Use Installation Instructions Approved for use in HVHZ:No FL6417 R4 II Dwo.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See engineering drawings for design limitations FL6417 R4 AE Eval.Ddf (allowable spans,mounting conditions,anchor options,etc.) Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED 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 mall 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 hffp_. Product Approval Accepts: Wo LEPE07 eCAec. M tiC(.11r1t\::\iL Ili1C https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Wajj 2sml5 V K... 9/1/2015 Paxx 6549 NARDO,P.E, POLYCARBONATE STORM PANELS (Non-HVHZ) �'�?Q���GE *_ GENERAL NOTES: __ No.4650 y.� 2.50-1 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS *GE MI U zo t-2.50'-1 0.300' I 2'50°•--� 0,100' IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE R MEN U Z K THE FLORIDA BUILDING CODE AND THE 2012 INTERNATION 1.00° �' TYp 1.00" M N TMP o 3/8'MI BUILDING/RESIDENTIAL CODE PER ASTM STANDARDS E330, o / o �d y. PANELS ARE APPROVED FOR USE 1N FLORIDA OUTSIDE THE HI 9 Oa h0 ?p �1°� t-1'1 ri "r0" 11'1 HURRICANE ZONE,OR THROUGHOUT OTHER AREAS GOVERNED BY AL ,� L�T U a I ti' ti' \• IBGIRC. Illllllll W 2 : , -� 2) NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE Z� 'V�9C � i I--12'(MIN)TO 13'(MAX)PANEL COVERAGE----� �--6 1/2'MAX COVERAGE--� DESIGN OF THIS PRODUCT. I 15 3 16" l PANEL WIDTH 8 3/4'MAX IOTA MOUNT WITH 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE C m LL Z c FASTENERS o WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON AJOB-SPECIFIC MOUNT WITH o BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE-SPECIFICERS HALF PANEL PROFI ORSTUDSPRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE7-10 FULL PANEL PROFILE R STUDS AT 2 AT 6-1/2' AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN 3 1 3'-1'-0" (SEE GEN NOTE 7 3"=V-0° - (SEE G E 7) O.C.MAX OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY O � a 13°O.C.MAX VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 0 w" Eg 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED ti 13 �+ STUD AND/OR LEG DIRECTION 2.000" PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. a MAY BE REVERSED 5) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE 0.500` �-3.375'0 375° 0.380°i--t 0.665' 0.125° INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM 0.313° 0 0.313" 0.285' THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED 0.688° T� 0.275" ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO 8E USED IN yyy� CONJUNCTION WITH THIS DOCUMENT. o 6)THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND v! o0.125" 07yp° 0.650° 0.320° CLOSURE SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND Gi ANGLE SHALL BE VERIFIED BY OTHERS. > o O'Np° 14 N o 0.092'TYP r'• 0.095" 7 CLEAR POLYCARBONATE STORM PANELS(FULL,HALF,&DOUBLE-WIDE) ,.i I , Typ 7 MAY VARY IN'COVERAGE"WIDTH UP TO THE RESPECTIVE MAXIMA SHOWN _� �_ 2.000" 6"=1'-0" x 2.000-� HEREIN,PROVIDED THAT THE PANEL PROFILE HEIGHT BE MAINTAINED. BUILDOUT PANELS SHALL BE MOUNTED WITH FASTENERS OR STUDS AT MAXIMUM REVERSE 'F' TRACK 'F' TRACK SPACING SHOWN OR EACH PROFILE. o „Bo wo c 8) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY 'S ti �' .. STUD ANGLE 4 'F' ANGLE 6"=1'•0" 6 6'=1'•0° �jII"NT� 0.096" TRANSPARENT9HIS PRODUCT APP OVAL SYSTEMS, S OR THE USE OF CLEAR POLYCARBONATE �°� a 0 a gt 8 I .i PANELS ONLY. ALL POLYCARBONATE PANELS SHALL BE EXTRUDED WITH .4 6'=1'-0° 2.250° THICKNESS L=0.100"(:0.010°)AND SHALL BE MANUFACTURED FROM 100% m u 0.875°{ SYNTHETIC THERMOPLASTIC POLYMER RESIN(UV STABil32ED).TYPICAL C 2 g O m I ^+ 0,099° SYNTHETIC THERMOPLASTIC POLYMER TENSILE STRENGTH Fy=8.908 KSI, ^+ 0 N 0035" w 0.099' N FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL MODULUS IS 328,7 KSI. w a N 30)ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,U.N.O. WIDTH UNLIMITED „^.,oX.- 'C ' ry 2.000' N 11) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM.OF ONEMOUNTING LABEL PER PANEL CONTAINING THE FOLLOWING:ONNOAS REQ'D) SECTIONS -ADMIN" 0.067" TRANSPARENT PROTECTION SYSTEMS,INC. 0.067' BENSALEM,PENNSYLVANIA _____________ ____•___-„ e_____ . ASTM E330,E1886&E1996 v F PRODUCT APPROVAL NUMBER �n 8 KEYHOLE WASH ERED s " 12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM WASHER W I N G N UT i 'H' HEADER CONSTRUCTION SPANS AND TETESTING CORPORATION(CTC OF MIAMSPONDING LOADS SHOWN HEREIN.I, TESTEPORTS EFERENCE 8 9 1 Q #04-009-FE-ASTM-009-LE-ASTM,AS WELL AS HURRICANE TEST LAB 6.=1,_U" 6•=1'•0" 6"=1' 239-0312 -0" e13-06. 15 gg .�� ggg (HIL OF RIVIERA BEACH,FL)TEST REPORTS#0239-0107-05,#0239-1013-07, 3 k PLAN ED #13) TOP&BOTTOM MOUNTINGS CTIONS#0239-0110-07& BMAY BE INTERCHANGED AS FIELD 5 e5 °a2 7 TOP MOUNT MOUNTING CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR 22 2 d�9�g p - (CONN AS REQ'D) SECTIONS HORIZONTALLY AS APPLICABLE. 3 9 w w � / 14) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONIUNCTTON WITH ANY m / 0.23" \ MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED AT 03/B"(OR 05/8" �t) WITH KEYHOLE WASHER)WITH ANY FASTENERTYPE. WASHERED WINGNUTS E¢ I //I 0.58' SHALL HAVE 0.865'MINIMUM WASHER DIAMETER. e6 E N / ¢'J I 15) ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED @ Y� w /// I N N STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF w N ` w 60 KSI. X'g // "' 16)THE HURRI-OUT EGRESS STORM PANEL DETAILS ARE INTENDED TO " • rn Pd ALLOW THE POSSIBILITY OF REMOVING PANELS FROM INSIDE OF DWELLING. p I I / m a z RESULTS MAY VARY ACCORDING TO INSTALLATION,END-USER,AND n I TRAINING,ETC. ENGINEERING EXPRESS AND TRANSPARENT PROTECTION £rn SYSTEMS DO NOT ASSUME ANY RESPONSIBILITY OR LIABILITY ASSOCIATED WPfp(71TRWIXLBNAUAIXIPE WITH USE OF THIS INSTALLATION AND OR ITS APPLICATIONS. 15_2494 _ w REID _ _ _ _ _ _________ �'-`-----___ � / � NOTE:FOR ALTERNATE ARCH TOP INSTALLATIONS,THE TOP TRACK OR AGEDESCRIPTION: 9 ;,Err _---1�- - U-HEADER SHALLBE CUT INTO 6"MINIMUM ADJACENT SEGMENTS.EACH - BOTTOM MOUNT SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE, 1 TYPICAL ELEVATION z KEYHOLE DETAIL (CONN AS REQ'D) WITH AMINIMUM OF(2)ANCHORS PER SEGMENT.ANCHORS SHALL BE N.T.S. N.T.S. 3 ALT. ARCH TOP* 1-1/2'MIN FROM ENDS OF EACH SEGMENT AND SPACED 3'MINIMUM 1 ALT:FIELD DRILL 03/8° FROM ADJACENT ANCHORS.FOR STUDDED TRACKS ONLY,THERE SHALL BE MOLE(OR 05/8"HOLE 1 N.T.S. AMINIMUM OF(1)STUD PER SEGMENT FASTENED TO THE STORM PANEL W/KEYHOLE WASHER) STUDS SHALL BE LOCATED 2'MINIMUM FROM ENDS OF EACH SEGMENT. r. BEN ttttttlliiitN!!i$J frRMK fi549 NM00.P.E. f-2.50'-f f-2.50--1 2.50--1 f-2.50-1 }2.000°1 1 2.000.1 \\\ �•. i 1.00" �. .< 1.00" ry' 0.300• 1.000• �-1• ti "''ro�rl"-�,y° ?'roy�l"j .yh ? "! .y.� iso, �.1.� 1.199° `�. N *: No,4654 - �. `{ ,( y ,( ) 1.003° --�l.soD- �Tl = o: STATE OF r-• 24'(MIN)TO 26'(MAX)PANEL COVERAGE 12.000° %9 Z' 281/4"MAX TOTAL PANEL WIDTH14.394° %p'�'•'•'�<ORIDP ' l/ TM II MOUNT WITH MOUNT WITH /ftOff�••••.'•• de p CLEARMAX DOUBLE-WIDE PANEL PROFILE ALT. FULL PANEL PROFILE FASTENERS �J,,, NgLE ,� u 1 3"=V-0" (SEE GEN NOTE 6) OR STUDS AT 1G OR STUDS AT IIJIHIIIHHI�l W 2 A N.T.S. (SEE GEN NOTE 6) 13"O.C.MAX 13'D.C.MAX Z� Q U R V NSG@ WW 3: 0.625` 1/4-20 W(;� : J . STUD X 3/4` olue ID IU 3.000°MAX. 0.500° -@ 6"O.C. 0.198° o a -r N 0.093°TYP. MAXIMUM PANEL MAXIMUM PANEL 0.125- I I o.zeo' 0.720• SPAN SCHEDULE SPAN SCHEDULE alas" 40387" (POSITIVE CONN.) (WJ "H" HEADER) Lu ;It ALTERNATE ALTERNAT B.0. 'F' TRACKMAX STUD ANGLE MAX �� z 13 I4 LOAD SPAN LOAD SPAN o S 0.093" m �FI I 38 12'-0" 24.2 7`'•-09" TYP - 0.374' 40 11'-S 7 MACHINE 4 _ SCREW STUD X 45 101-11, 55.4 5'-0" aQ£ya o.0 �Qy 3/4"0 6"O,C. sQ 9'-1" 104 4'•0" 1O�' O aC o ,---- - - - z9s� �o �,_i MAXIMUM PANEL = M� 0.093'! ss 7'-0" SPAN SCHEDULE " c ffi 1 _-_. 70 6'-7" (Wf "U" HEADER) � W ---- MAX F-2.000--f }-_.2-__- 0 S9" f 75 6'-i•' MAX SSURES u � 8SPAN POSITIVE NEGATIVE 1 STUDDED ANGLE ( 'F' TRACK ANGLE 90 s-1" (R) (PS!) (pso t e @ ¢# $ 6"=1'•0' =1'-0- 100 4'.2" S.3" 48 48 °B �� 120 3-10" 4'-4- 78 80 b� e {----2.368" 741° t(�I - 0.094° 2.250-1 0.059° ro.o9a° MAXIMUM SPAN �� � � s _ b U} N 0.843'k2 1B9--� SCHEDULE NOTES: n N 0.094° nw, 1.SPANS SHOWN IN'MAX PANEL SPAN SCHEDULES'ARE MAXIMUM mill CLAMSHELL COVER ALLOWABLE SPANS A7 EACH RESPECTIVE DESIGN PRESSURE, Im N 1S 2.THE-C POSITIVE CONNECTION>SPAN SCHEDULE MAY BE USED 1111111 BBHN.T.S. 6063-T6 TO DETERMINE MAXIMUM ALLOWABLE SPRNS FOR PANELS INSTALLED USING ANY COMBINATION OF MOUNTING EXTRUSIONS INVOLVING A mrrwWtfNwttLBEQV oPE 2.735" POSITIVE CONNECTION-Le.ALL INSTALLATIONS WHICH DO NOT 0.375° INCLUDE AN'H"OR"U'HEADER. 0.093° 15-2494 5 ��2.125* 2.00p" ALL INSTALLA ITIT 4S WHICH INCLUDE AN EHUNEADER. BE USED fOR4CALEt 2.554" 1/4.20 4. THE<WITH"U'HEADER'SPAN SCHEDULE SHALL BE USED FOR P><oE XSCRIPW STUD X 3/4' ALL INSTALLATIONS WHICH INCLUDE A"U°HEADER S. TABLES ARE VALID FOR PANELS MOUNTED HORIZONTALLY OR ALTERNATE @ 6"O.C, VERTICALLY. SPAN DIRECTION IS ALWAYS PERPENDICULARTO LINE °F U-HEADERU-HEADERNLp,MSHELL TRACK OF ANCHORAGE. j'�� N.T.S. 6063-76 7 N.T.S. 6063-T6 19 N.T.S. 6063-T6 549 NARDO,P.E. EXISTING HOST CONN TYPE Cl: EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE EXISTING HOST UCTURE STRUCTURE DIRECT MOUNT CONN TYPE Cl: CONN TYPE C3: CONN TYPE C2- -i 2: �\\\(, •--\\C � 5 W/REMOVABLE ANCHOR PER ANCHOR PER ANCHOR PER �C '•V ''• :•� ANCHOR PER ANCHOR SCHED ANCHOR SCHED ANCHOR SCHED ANCHOR SCHED 014 SMS OR EMBED 1 2°MAX - No.4 5 EMBED E ED 1 2°MAX EMBED a3/16'POP / *. - w RIVETS AT i o 1 z w 13'D.C.MAX W z a•. STAT m`" a p W > wo p W u p- .. 1D Z Lo 1 a`m g 1/4-20jw .•:+.t 7 3 EXISTING 1 211o•p //���iiG'SS/ON ��'�tu 1 th LEG B/OR EXISTING x 3 4° /( 2 c STUD DIR STUDS wa 1/4-20 x 3/4" GLAZING �'L (I1LI1111 1 1 2 INIMUM �" MAY BE GLAZING �E^ STUDS AT 13" MINIMUM "' W U.. "f SEPAR PER 11 z REVERSED MINIMUM AT 13" n O.C.MAX � }-SEPAR PER 1/4-20 x z¢ rr1nt L� Q¢¢ d SCHED a FOR INTER {-SEPAR PER D.C. MINIMUM SCHED 3/4° a U W W Lal 3 w g a MOUNT SC E MAX SEPAR PER a LEG&/OR STUD DIR STUDS Z �' ° EXISTING 1/4-20.� 20 4 SCHED z MA BE REVERSED u N Lu 3 GLAZING x 3/4" z 1/4• EXISTING a FOR INTER AT 13° W w .+w 3 • ;,•_ STUDS a -i E MAX GLAZING N MOUNT O.C.MAX 3�,.,3 $ 3 AT 13"1 -r 1 w 3 a € w O.C. CONN TYPE C5: 2 < r D w g ye c�rri p. ANCHOR PER p.. w 5 13 11 a ' CONN TYPE C4: '� Q w p m ANCHOR SCHED - p , ANCHOR PER E p" F HOST w ANCHOR SCHED MAX EDGE 1 1/2" •1, STRUCT m EDGE n rt "' DIST MAX w DIST .y CONN TYPE Cl: EMBED ANCHOR PER EXISTING HOST STRUCTURE CONN TYPE Cl: ANCHOR PER HOST STRU ANCHOR SC ANCHOR SCHED s MOUN SECTION 2 MOUNTING SECTION s MOUNTING SECTION 4 MOUNTING SECTION a N 6 6 3 3"=1'•0° VERT SECTION 3 3"-V-0" VERT SECTION 3 3".1.-0. VERT SECTION .j 3"=V-0" VERT SECTION O 3 HURRI-OUTTm EGRESS STORM PANEL DETAILS* ry�k �Q z€14 F�h•j d mIOU F 809 5 g (-NOTE:SEE GENERAL NOTE 815) EXISTING HOST "0 fof l 2f p .rl Wry6 B STRUCTURE NOTE:SHUTTER SYSTEM MAY BE d 81 EXISTING HOST VANCHORED THROUGH EXTERIOR WALL STRUCTURE REFER TO CORRESPONDING FINISH TO HOST STRUCTURE WITH ANY o a $ MOUNTING SECTIONS/DETAILS MOUNTING CONDITION SHOWN HEREIN. N REFER TO CORRESPONDING FOR ANCHOR SPACING MOUNTING SECTIONS/DETAILS ALUMINUM OR GALVANIZED STEEL SPACE L9i FOR ANCHOR SPACING • REQUIRED ONLY FOR EIFS,ICF,OR 000 OTHER MALLEABLE FINISHES. • OPTIONAL FOR STUCCO,BRICK OR u EXISTINGt'-(ooOTHER RIGID FINISHES. OPTIONAL METAL BONDED a 16� GLAZING WASHER MAY BE USED ON THE a y EXISTING n INNERSIDE OF THE PANEL 6g GLAZ N p W EM D- n6 et INSIDE MINIMUM w INSIDE ACCESS w cii - z �' ACCESS BOLTS: SEPAR PER z m 80175: MINIMUM vl EXISTING HOST W rn "'c' a p OUTSIDE Q SEPAR PER OUTSIDE zd _ 1/4-20 X 3/4° SCHED ACCESS n w 1/4-20 x 3/4" SCHED ACCESS n i STRUCTURE p w BOLTS: x n SIDEWALK �^ t q SIDEWALK Q 1/4120 x 3/4" a¢ ANCHOR SCHEDULE d a g BOLTS W/ 1/4-20 x 3/4" BOLTS W/ WASHERED STUDS AT WASHERED STUDS AT ggg g 5 WINGNUT AT 13°O.C.MAX WINGNUi AT 13°O.C.MAX EXISTING GLAZING MINIMUM E �4 13"O.C.MAX 13"O.C.MAX _S 3 4 141520 SCHED REFER TO CORRESPONDING MOUNTING SECTION THRU E U� �R I MOUNTING SECTIONS/DETAILS EXTERIOR WALL FINISH CaP(PofaLFlW«LNiUADOPE. FOR ANCHOR SPACING I REFER TO CORRESPONDING 15-2494 MOUNTING SECTIONS/DETAILS FOR ANCHOR SPACING BRICK ICF EIFS ETC.) PAOR 1. - N.T.S. VERT SECTION PAoe oeseulmaxi ov s MOUNTING SECTION s MOUNTING SECTION - -- 3 N.T.S. VERT SECTION 3 N.T.S. VERT SECTION f,. ---------------- NMARD0,I E,I BE EXISTING HOST STRUCTURE AN C MINIMUM CONN TYPE Cl: Cn WN MINIMUM EXISTING HOST ANCHOR PER 6.1 LEG 0 0" I-SEPARPER- 1/4-20 x W wo SEPAIR PER k REVERSER SCHED ANCHOR 4 T GLAZING GLA DIRE STUDS < EXISTING STRU RE �h4 SCHED 314- W,ux ANCHOR SCHEDe E E FOR I �-ANYANC = INTERIOR U 114-20 0 No.4 NG ANCHOR SCHEDULE, I TI AT 6' a-2i ANCHORS SPACED w GLAZING x 3/4* EMBED ZIN D.C.MAX STUDS E 6"D.C.MAX. 24 25 AT $TAT § ce is O.C. ul 1/4'j MAX • a 5. N 1 EXISTING HOST MINIMUM EDGE' u ..:: MAXCY 0 0 HOST 2 1/4' 1/4-20 Z11111111111 I CONN TYPE CS �tn STRUCT 0 DIST'� r I EXISTING X:V4' 0� ANCHOR MAX 1 2:U)(n z HE ANCHOR SCHED I GLAZING STUDS u 4 CONN TYPE Cl MINIMUM kFMINIMUM AT 6" SEPAR PER SEPAR PER 0 C. Z ANCHOR PER -4 F_ HOST STRUCTURE ANCHOR SCHED SCHED SCHED MAX w "gym 3: MOUNTING MOUNTING SECTION MOUNTING SECTION 3 NTING SECTION r4 MOUNTING SECTION k 3-=1'-0, VERT SECTION -0. VERT SECTION \ 4 N.T.S. VERT SECTION N.T.S. VERT SECTION ti 1v , BUILDOUT MOUNTING DETAILS EXISTING WOOD TABLE 1*: BUILDOUT ONLY TRUSS/FRAMING (3)V41 LAG SCREWS AT Y4-TAPCONS(SS rTW OR ELCO) Spans Up Spans Up Spam Up 24'D.C.MAX INTO WOOD SPACED PER TABLE 1: LOAD To 6*41 To 8�6" To l:v_v ly TRUSS/FRAMING WITH zw • STAGGERED(SHOWN):Cl (Ps!) CONN TYPE I CONN TYPE CONN TYPE EMBED IY,'MIN EMBEDMENT AND < > • NON-STAGGERED:C2 x V."MIN EDGE DISTANCE m I'3'xY. 2"X3"yYe,OR Cl I C2 I Cl I C2 Cl I CZ N (NON-STAGGERED ANCHORS 7.3-x�',6063-T6 30 13.W'113.0"13.0"13.0"13.0"11.8' EQ Q. EXISTING oj 2! SHALL BE PLACED AT CENTER OF ALUMINUM BUILD-OUT TUBE 38 13 0'13.0'13.0"12.41 13.V 9.3" �x-.g tit w THE BUILD-OUT TUBE) - EXTERIOR FINISH #14 SMS SPACED PER 47 13.0'13.0"13.0"10.1"13.0" &V TABLE 2,CONN TYPE C2 54 13-V�12.4"13.0" 801 130' &T' EXISTING HOST 120 13.0" 8.5" 1L.0- a 51 13.0' 6.5' MIN[TYP) K Z STRUCTURE 30 10.9" 7.7" 4'w 5.8" 3.51, < W MAX z m 38 8.6" 5.2" 6.1" 3.7" 4*6, N/x/ ANCHORS 3"X3"x (NON-STAGGERED I N T �All TRUr S F= uu 'Nu G I A TER OF ALUMINUM 3" "LD OU,rTUBE) LUM 1 M Sl Q TABLE 1 20 G _T6 I -M N UM P U .0" .0 !3 47 4.2" 4.9" 3 4.2" EXISTING EXIST - 54 &F 3.6" 4.3!' GLAZING Z 4.2" 2"; 4.2" �02 T. G 2-MIN FOR 120 42 4�2!� xy 1 ALUM ANGLE STAGGERED 10.0" 6.0" 7.5" 4.5" MINIMUM 0 O'S 7.9.. -T6 SEPAR PER INSTALLATION 67 4_7" A2L 3_6" P SCHED z - ALUM LATE ft f 6.4" 3.81* 5.4' 3.3"3V 1 ]3 4'YY4"6063 o< 41 4 =.- S.� 5.6" 3.3" 5. X .7 3-r WOOD TRUSS 740 LVA- S.1 3 5.4!t 3-3" 5.4�3-r MOUNT DETAIL u l"x3uxY8u,2"x3lxve, TABLE 2*: BUILDOUT ONLY VERT SECTION 60 Spans Up Spans Up spans up _4�N.T.S. 3-T6 ALUMINUM BUILD-OUT TUBE LOAD To 6%0"_ TO 81.61 To IV-4" 141 2'MIN FOR (Pst) CONN TYPE CONN TYPE CONN TYPE EXISTING PASS z Cl C2 Cl Cz Cl C2 THRU WINDOW SILL M�c Zo STAGGERED tn on (WOOD,GRANITE, INSTALLATION 13.V'13. OR %6.063",T6 BU UO C' C2 3.0"13_ 1 1.'L3 �ff:13.0" EIQ :;A_$13.0"110" 8.11� TABLE 3: MARBLE,ETC.) 114- a! F___ idddrGE I 220 i 13 13 V 130 lalff" 103 EQ MAX L 414 WOOD 54 1 3.0 13.0- 3" ALL POINTS SET WITH "TW SS 7 Y4'ITW SS V4"ALL POINTS 7 6�8`.10X 6.8" 20.311 6.wl TA�CONS WITH So'CL SCREWS WITH T EXISTING HOST TAPCONS WITH SOLID-SET WITH V M. EMBED , /.M Y.-20 SS THRU II." M E IN EMBED 1�1.MIN k �I I STRUCTURE NOTES: IV4"MIN EMBED MIN EMBED PENETRATION N BOLTS AT 12'D.C. ONC CMU ANY STUDDED ANGLE ORT` 1. TA13LE I AND 2 APPLY ONLY TO BUILDOUT CONC I CMU C_o_N_c7_CMU MOUNTING DETAIL(7/3) O.C. 2"xS"xY4"6063-76 WOOD (2)2'xS'YYl OR(1) LCO) O.C.O.0 I :1 Y4"TAPC0 SS TWORE TRACK APPROVED HEREIN 2. TAPCONS SHALL B£INSTALLED THE j2� 12' FOLLOWING MINIMUM EMBEDMENT: EMBED* ALUM ANGLES)• QWfFl=FRWLBEWQ=F.E MVC #14 SMS SPACED PER O.C. j SS TWORE MVC SS TWORE MVC SS TWORE MVC SS TWORE MVC SS TWORE MVC SS TWORE MVC S RE SUCEiMPEROTAB STAGGERED(SHOWN)-Cl - TO CONCRETE:1W MIN SEE TABLE 3 FOR . NON-STAGGERED:C2 TABLE 2,CONN TYPE Cl E [STING HOST ANCHOR SPACING 15-2494 (NON-STAGGERED ANCHORS - TO HOLLOW BLOCK:I%"MIN STRUCTURE;HOLLOW SCAM SHALL BE PLACED AT CENTER •- TOWOOD:l%"MIN BLOCK,CONCRETE(3Y5I OF THE BUILD-OUT TUBE) BUILDOUT 3. REFER TO SIfT 6 FOR ADDITIONAL MIN),OR WOOD(G-0.55) BU I LDOU T ANCHOR NOTES. 4. THESE MOUNTING CONDITIONS MAY BE PASS THRU /"S� MOUNTING DETAIL USED INDEPENDENTLY OF ONE MOTHER AND �7 WINDOW DETAIL N.T.S. VERT SECTION IN CONIUNCTION WITH OTHER MOUNTING CONDITIONS/DETAILS DEPICTED HEREIN. N.T.S. VERT SECTION �R"K L BENNARDO,P.E. CLOSURE DETAILS \11O ,'E0046549 M' ® 191 1211 = No.4654 1/4" MINIMUM SPAN TOP OR BOTTOM MOUNT MINIMUM SPAN =* MaX WITHOUT CLOSURE p t STATE OF c v 1/4• �� SCHEDULE SCHEDULE NOTES: 100".. f .,m rMAX °JzF +J !H EF CORID #m g •�- ONE(1)CLOSURE AT o p1 o 1. SPANS SHOWN ABOVE ARE MINIMUM ''•• i.::r•;c:,.—T" TOP OR BOTTOM F z o °�w z oSPANS ''�FS 0! O p o . = o p�� COMBINATION or MOUNTING Y '�i011100O1NA10II EXISTING HOST N 3 M _ C LENGTHSCONDITIOLESSNS TTHAN THOSE NOTED IN Tom.TOP OR BoT EL r�rIn� Q Q LL @ a STRUCTURE Sw DIRECT MOUNT 32 30" 33" 30" 30" 3Z" 30" 30" TABLES ABOVE ARE NOT ACCEPTABLE. •U w m w D OC� STUD ANGLE(WALL MOUNT) 32" 30 33" 30 30" 32" 30" 30" 2. NO SEPARATION FROM GLASS IS Z N O �5 1 WALL MOUNT CLOSURE OI'n °F°TRACK 33" 30" 35" 30" 30" 33" 30" 30" REQUIRED WHEN PANEL LENGTH IS W �I j. m O REVERSE°�ANGLE 32" 30 33" 30" 30" 32" 30" 30'• GREATER THAN THAT NOTED FOR 3 i"y..3 5 3'=1'-0" PLAN VIEW a'V B.O.2x5+STUD ANGLE 32" 30" 33" 30" 3D" 32" 30" 30" RESPECTIVE MOUNTING COMBINATIONS No m 07C B.O.'F"TRACK 32" 30'• 33" 30" 30" 32" 30" 30" ABOVE. w•• 'H"HEADER 30" 30" 30" 30" 30" 30" 30" 30" 3. SIDE CLOSURES REQUIRED IF GAP .+Q < O BETWEEN PANEL AND STRUCTURE F-3 STUD ANGLE TRAP MOUNT 32" 30" 33" 30" 30" 32' 30" 30" EXCEEDS DISTANCE SHOWN IN HORIZONTAL SECTION DETAILS(REF. DETAILS 6/3,7/3 AND 9/3). 4. TABLES ABOVE ARE VALID FOR MINIMUM SPAN BOTTOM MOUNT PANELS MOUNTED HORIZONTALLY OR � SCHEDULE y w +9 '1 �.�� VERTICALLY. w 0 o u LLJ v�ca 4a "� 9 g 5.TOP/BOTTOM CLOSURES MAY zd > EXISTING HOST NO TOP/BOTTOM CLOSURES f Q z n4 z q< I- <f CONSIST OF NON-STRUCTURAL 28ga p cc I1 2 1 STRUCTURE,TYP F- °¢ p T� z o (0.018°MIN)GALV STEEL OR 0.022"MIN C N 1/4° i. 2 P°,. om o = 2 SHEET ALUMINUM OF ALLOY 5052•H32 OR 1°TO 5" MAX I 0 �n 3 m G 3004-H34. REFERENCE DETAILS HEREIN °'S o °1 w o •a FOR DEPICTION OF TOP/BOTTOM '° E K m 8 DIRECT MOUNT 53" 32" 55" 32" 32" 53" 30" 32° $ .4 ¢ Lr -L CLOSURE MOUNTING REQUIREMENTS e z w STUD ANGLE(WALL MOUNT) 32" 30" 33" 30" 30" 32" 30" 30" a o o¢ ��1/4" 'F"TRACK 55" 33" 57" 33" 33" 55" 30" 33" 6. STORM PANELS MAY BE INSTALLED �° 1/2"MIN MAX 7 WITH A 12"MINIMUM SPAN WHEN E ¢ rA p REVERSE"F'ANGLE 32" 30" 33" 30" 30" 32" 30" 30" c w U ¢ m OVERLAP i � INSTALLED WITH A CLOSURE ANGLE AT - B.O.2x5+STUD ANGLE 32" 30" 33" 30" 30" 32" 30" 30" gpT}I TOP AND BOTTOM. o ANCHORS AT 12.0°D.C.FOR P=59psf OR n B.O."F"TRACK 53" 32" SS' 32" 32" 53" 30' 32" w o N p > LESS,OR AT 5.9'O.C.FOR P=120psf OR LESS O " a t- H°HEADER 30" 30" 30" 30" 30" 30" 30" 30" 'D m m 4' (USE ANY ANCHOR FROM ANCHOR SCHED) STUD ANGLE TRAP MOUNT) 32" 30" 33" 30" 30" 32" 30" 30" a z TRAP MOUNT CLOSURE c 3Jr 3"=1'-0° PLAN VIEW FwF � F EXISTING HOST STRUCTURE g ANY MOUNTING CONDITION MAY G BE USED.END CLOSURE MAY @y ALSO CONSIST OF STUD ANGLES, ¢ 'agg j U-HEADERS,OR H-HEADERS. BEND PANEL AROUND1 2 1112 MA4X - #—MAX - Ef} / CORNER&STITCH TO 2°x2"(MINIMUM) ld ADJACENT PANEL WITH 1 CONTINUOUS ANGLE ° d L C / 1/4-20 BOLTS & 2 FASTENED WITH n ROS WASHERED WINGNUTS 11 SAME WINGNUT � P AT 24--0'c-(TVP) MIN.PANEL OVERLAP 8 USED TO FASTS ! C _ SHALL BE 1.5 TIMES PANEL TO MOUNTING GLE / r T-• THE PANEL PROJECTION ANCHORS AT 12.0"O.C.FOR EQ EXTRUSION OR " g FASTEN PANELS TO EXISTING HOST FROM THE EXISTING P=59psf OR LESS,OR AT 5.9°O.C. EQ DIRECTLY TO HOST HOST STRUCTl1RE OR VAR STRUCTURE �ggS TO STUDDED ANGLE HOST STRUCTURE PROJECTION FOR P=120psf OR LESS(USE ANY STRUCTURE pR °i`"�"'"' ANCHOR FROM ANCHOR SCHED) ANCHORAGE TO HOST (TOP&BOTTOM)AT STRUCTUREPER O7PStICJIffANIXLIO81MnOPE MOUNT CORRUGATION VALLEY �.:•�,ry•.�a:.,,-. MOUNTING BECKONS 15-2494 CLOSEST TO CORNER EXISTING HOST (EACH SIDE) STRUCTURE SCALE, - PAGE OISCRIPTION, s CORNER CLOSURE 4 PANEL OVERLAP 5 BUILD-OUT CLOSURE 6 TOP BOTTOM CLOSURE ,1r N.T.S. PLAN VIEW Ij N.T.S. PLAN VIEW 5 3"=V-0" PLAN VIEW 5 N.T.S. VERT SECTION !a ```11`1111111 I K j���9 NAR00,P.E. ANCHOR SCHEDULES 2'MIN EDGE DISTANCE 3/4'MIN EDGE DISTANCE Ci Spans UpTo - pans Up To - pans p To 1 �i C LOAD Pans p o 6.0 Spans Up To B'-6" pans Up To 1� / ,1' ••�+1, o= ANCHOR LOAD CONN TYPE " CONN TYPE CONN TYPE (pso ONNTYPE CONN TYPE CONN TYPE yO, 0 LGGF _ Cl C2 C3 C4 C5 CI C2 C3 C4 CS CI C2 C3 C4 CS x Cl C C3 C4 C5 C1 C2 C3 C4 CS Cl C2 C3 � ;CS _ 1/4'ELCO ULTRACON OR ITW 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.6"13.0"13.0"13.0" 1/4°TAPCON(ELCO OR ) 30 1 "13.0"33.0"13.0"13.0"13.0"13.0"113.0"113.0"113.0"13.0" 9.7" 13.0"v. 3.0" UI = ¢ SS TAPCON WITH 1.3/4' 38 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 8.3" 6.5" 13.0" 9.0" OR 814 WOOD SCREW W B .0" "13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 7.6" 6.0" 11 5.2" TAT N F EMBED(3192 PSI MIN CONC) 47 13.0"13.0"13.0"13.0"13.0"13.0" 9_5" 7.4" 13.0"13.0"13.0" 6.T' 5.3" 13.0" 7.2" 1-1/2'EMBED 47 13. 3. 13,0"13.0"13.0"13.0" 8.7" 6.8" 13.0" 5.9" 13.0" 6.2" 4.8" 1 .2" ® M ¢ 54 13.0"13.0"13.0"13.0"13.0"13.0" 8.3" 6.5" 13.0" 8.9" 13.0" 5.9" 4.6" 11,7" 6.3" "13.0"13.0"13.0"13.0" 7.6" 5.9" 12.9" 5.2" 13.0" 5.4" 4.2" 9. ',9/ ''LL 120 5.4" 5.3" 4.1" 5.1" 5.7" 3.8" 3.7" 3.6" 4.0" �D 120 4.9" 4.8" 3.8" 4.3" 3.3" 3.5" 3.4" Z7" 3.0" 2.3 2.5" 2.4" 2.T' "'•' Oo . I/4'ELCO PANELMATE WITH _30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" L' ELMATE 30 13.0"13.0"13.0"13.0"113.0"113.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"130"1;0')1/�i ,�u.�U 9 1-3/4°MIN EMBED(3350 PSI 38., 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10,7" 8.3" 13.0"11_5" (FEMME,MALE,OR PWS)W/ 38 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.3" 8.1" 12.1" 5.9" 11 11 0Y W 3. [L f MIN CONC) 47 13.0"13.0"13.0"13.0"13.0"13.0"12.2" 9.5" 13.0"13.0.13.0" 8.6" 6.7" 13.0" 9.3" f 1-7/8°M N EMBED 47 13.0"13.0"13.0"13.0"13.0"13.0"11.8" 9.2" 13.0" 6.8" 13.0" 8.4" 6.5" 9.8" 4.8" 7 VV W€u * S4 13.0"113.0".13.0"113.0"13.0"13.0"10.6" 8.3" 13.0"11.4"13.0" 7.5" 5.9" 13.0" 8.1" �n * 54 13.0"13.0"13.0"13.0"13.0"13.0"10.3" 8.0" 12.0" 5.9" 13.0" 7.3" 5.7" 8.5"14.2" � =W Z 120 6.9" 6.8" 5.3" 6.5" 7.3" 4.9" 4.8" 3.7" 4.6" 5.1" 3.4" 3.4" 3.3" 3.6", o / 120 6.7" 6.5" 5.1" 4.7" 3.8" 4.7" 4.6" 3.6" 3.3" 2.7" 3.3" 3.3" 2.6° 2.4" Z ti 9 3 o 1/4-20 ALL POINTS SOLID-SET 30 13.0"13.0"13.0"13.0"13.0"130113.0"113.0"13.0"13.0"13.0"10.6"13.0"13.0"13.0" jg 7/16'WOOD BUSHING W 7/B° 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 5.8" 136"'13.0"13.0" O WITH 7/8°MIN EMBED(3D00 38 13.0"13.0"13.0"13.0"13.0"13.0"113.0"113.0"13.0"13.0"13.0" 8.4" 6.6" 13.0"10.5' MIN EMBED&1/4-20 S.S. 38 13.0"13.0"13.0"13.0"13._0"13.0"13.0"13.0"13.0"13.0"12.2" 4.5" 3.5" 12.2" 3.6" W w m 3 m t PSI MIN CONC) 47 13.0"13.0"113.0"13.0"13.0"13.0"19.6" 7.5" 13.0"13.0"13.0" 6.8" 5.3" 13.0" I.W. 0 MACHINE SCREW 47 13.0"13.0"13.0"13.0"13.0"13.0" 5.2" 4.0" 13.0" 4.1" 9.9" 3.7" 2.9" 9.9" 2.9" N w m 3 J * N'itr�N 54 33.0"13.4" "13.0"13.0"13.0" 8.3" 6.5" 13.0"10.4"13.0" 5.9" 4.6" 13.0" 7.4" 3 q��nn:1 54 13.01.113.0"13.0"13.0"13.0"12.1" 4.5" 3.5" 12.2" 3.6" 8.6" 3.2" 2.5" 8.6" 2.5" 01-- 120 5.4" 5.9" 6.6" 3_8" 3_8_ _ _ 4.1" 4.7" 3.3" * ,120 2.9" 2.9" 2.2" 3.2" 2.3" 2.1" 2.0.' 2.2" N p 6i 1/4-20 POWERS CALK-IN WITH 30 13.0" "13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 6.7" 13.0"11.5"11.5" 1/4"LAG SCREW OR HANGAR 30 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"12.7"13.0"13.0"13.0" ¢ 7/8°MIN EMBED(3000 PSI MIN 38 13.0" "13.0"13.0"13.0"13.0.13.0"12.8"32.8"13.0" 5.3" 4.1" 9.1" 5.2" BOLT WITH 2-3/32'MIN 38 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"10.0" 7.8" 11.3" 5.7" CONC) ,.47 13.0" "13.0"13.0"13.0" 6.0" 4.7" 10.4"10.4"11.5" 4.3" 3.3" 7.4" 4.2" THREAD PENETR THREAD q7 13.0"13.0"13.0"13.0"13.0"13.0"11.4" B.9" 12.9" 6.4" 13.0" 8.1" 6.3" 9.1" 4.6" y �PENETR� ---• ._.-0- 1 * 54_13.0" "12.0"12.8"13.0" 5.3" 4.1" 9.0" 5.2" 10.0" 3,7" 6,4" 3_7" * qp 54 13.0"13.0"13.0"113.0-113.0",13.0"10.0" 7.8" 11.2" 5.6" 13.0-17.1" 5.5" 7.9" A:0" .moi 120 3.4" 3.0" 3.3" 120 6.5" 6.4" S.0" 4.5" 3.6" 4.6" 4.5" 3.5" 3.1" 2.5-113.2" 3.2" 2.5" 2.2" 1/4"ELCO ULTRACON OR ITW 30 13.0"113.0"113.0"113.0"13.0"11_7",11.7"11.7" 9A" 9.4" 8.3" 3.1° 8.3" 6.7" 6.7" 1/4'TAPCON(ELCO OR ITW) 30 13.0 13.0 13.0 13.0 13.0 13.0 13.0 13 0"13.0"13.0"13.0" 6.2" 13.0"13.0"13.0" 55 TAPCON WITH 1-1/4' 38 13.0"13.0"13.0"10.5"10.5" 9.3" 9.3" 9.3 7.4" 7.4" 6.6" 5.3" OR 819 WOOD SCREW W/ 38 13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0"13.0" 4.9" 3.B" 10.8" 3.7" S z EMBED 47 10.6"10.6"10.6" 8.5" 8.5" 7.5" 6.0" 6.0" 5.3" 9.3" 1-1/2'EMBED 47 13.0"13.0"13.0"13.0"13.0"13.0" 5�6" 4.4" 12.3" 4.2" 10.7" 4.0" 3.1" 8.7" 3.0" F�. N a 9 54 9.2" 9.2" 9.2" 7.4" 7.4" 6.5' S.2" 4.6" 3.7" 54 13.0"13.0"13.0"13.0"13.0"13.0" 4.9" 3.8" 10.7" 3.6" 9.3" 3.5" 2.7" 7.6" 2.6" as U 120 z 120 3.2" 3.1" 2.4" 3.1" 2.3" 2.2" 2.2" N Q /4OANELMATE WI3D 13.0"13.0"13.0"13.0"13.0 130"13.0 13.0 13.0"13.0"13.0" 5.4- 13.0"13.0"13.0" "13.0"13.0"13.0"13.0" 2 1/4°ELCO PANELMATE 3013.0 13.0 130 13.0 11.7"11.7 7.1 8.3" 8.3" 00 � 38 13.0"13.0"13.0"13.0"130 9.2" 9.2" 13.0" 5.6" 44" 6.5" 3.2" 1-1/4"MIN EMBED 3 " " 3 " " " " " " " " c 38 130 130 30313 1 " 1-7/8"M N EMBED 47 13.0"13.0" 7 13.0" 13.0" 30 13.0 4.9" 3.8" 11.9"11.9 Q w w00+ 54 13.0"13.0"13.0"13.0"13.0".11.4- 4.3" 3.3" 10.4" 5.1" B.1" 3.0' 7.4" 3.6" 54 13.0"13.0"13.0" 9.2" 9.2" 13.0" 5.5" 4.3" 6.5" 3.2" 10.5" 3.9° 3.1" 4.6" 2.3'• ti GGGiii y: E 0 120 3.2" 120 3.6" 3.5" 2.8" 2.5" 2 0" 2.5" 2.5" c E Q 'D 31/4-20 ALL POINTS SOLID-SET 30 33.0"13.0"]3.0"13.0"13.0"13.0"13.0"33.0"13.0"13.0"13.0" 8.9" 13.0"13,0"13.0" O 1/4"LAG SCREW WITH OR 30 13.0'"13.0"13.0 13.0"33.0"13.0"13.0"13.0"13.0 13.0 13.0 12.7 13.0 13.0" DJ WITH 7/B°MIN EMBED 38 13.0"13.0"13.0"13.0"13_0"13.0"13.0"_13_0"13;0"13.0"13_0" 7.0" 5.5" 13.0" 7.3" HANGAR BOLT 2-3/32'MIN L., 38 13.0",13.0"13.0"13.0"13.0"13.0"13.0"13.0'13.0'13_0"13.0"10.0" 7.8" 11.3" 5.7" y Oa N 0 47 13.0'13.0"13_0"13_0"13.0';13:0" 8.0"_ 6J3" 13_0"13_0"13.0" 5_7" 4.4" 10.6" 5.9" THREAD PENETR -}PENETRI 47 13.0"13.0"13.0"13.0"13.0"13.0"11.4^ 8.9" 12.9" 6_4" 13.0" 8.1" 6.3" 9.1" 4.6" m p� .--. .. D a'fl 54 13_0`13_0"13.0"13,0"13.0"13_0" 7.0" 5.4" 13.0" 7.2" 13.0" 4.9" 3.9" 9.2" 5.1" * luppyy 54 13.0"13.0"13.0"13.0"13.0"13.0"10.0" 7.B" 11.Y' S.6" 13.0" 7.1" 5.5" 7.9" 4.0" E2 .. .. .. -T2-0- 120 _ _ R * 120 '4.5'1 4.4" 3.5" 120 U ANCHOR SCHEDULE NOTES: A 1. 1/4°TAPCONS MAY BE BY ITW(STAINLESS STEEL)OR BY ELCO. "ELCO PANELMATE°ANCHORS MAY g6� BE MALE,FEMALE,OR PANELMATE PLUS,AS ILLUSTRATED. HEAD SME MAY BE STD 13/32°OR a1 5 G WASHERED 518'HEX HEAD. ¢ i 2. ENSURE MINIMUM 2'EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE&TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4"IS ACCEPTABLE FOR ANCHORS TO WOOD. I d d l(A l E S 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND 0 EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. 8+, 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD. 6. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN " CENTER OF NOMINAL 2x4(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS s� 8 TO WOOD FRAMING). WOOD STUD SHALL BE"SOUTHERN PINE'(FOR G=0.55 OR GREATER DENSITY) OR°SPRUCE-PINE-FIR'(FOR G-0.42 OR GREATER DENSITY). COPRaGHIFlWKLBUR=PE 7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN 15-2494 SPAN SCHEDULE SHALLAPPLY. PG - 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/21 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD('SIDEWALK BOLT')U.N.O. PAGEE DESCRIPTION: 9. * DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS,LOCATED AT KEYHOLES AND LESS THAN OR EQUAL TO a ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE. 10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. O (n FRANK L SENNARDO,P.E. \Iji F ��54(9 �] A.: Na.*659 D' '-N m o •, STATE OF Zf- 111-5" .' �� o".. FLORIDAmf 0 "'ljnunu1j11,04 >u �So Z. POSITIVE CONNECTION H-HEADER U-HEADER Z �g43 MINIMUM GLASS MINIMUM GLASS MINIMUM GLASS w N� 3 SEPARATION SCHEDULE SEPARATION SCHEDULE SEPARATION SCHEDULE ,oa MINIMUM MINIMUM MINIMUM MINIMUM < MINIMUM MINIMUM SEPARATION SEPARATION SEPARATION SPAN SEPARATION AT SPAN pT OR SEPARATION AT SPAN pT OA SEPARATION AT LOSE) LESS pT OR ELEVATION LESS ELEVATION> LESS ELEVATION> BELOW 30' BELOW 30' BELOW 30' .T THAN 30'ABOVE THAN ABOVE 30 ABOVE THAN 30 ABOVE ABOVE GRADE GRADE GRADE GBRADE GRADE 1.65" 8'-7" 8.60" 7.17" 6'-3" 3.98" 3.2V' ' 38 7'-0" 7.73" _4.38" 7'-9" 8.60" 6.69" 5'-3° 3.98" 2.SB" n O 8.78" 7'-0" 6.60" 5.97" 4'-4" 3.98" 4'-0" 7.73" 1.69" 6'-0" 8.60" 4.94" J C $N W 40 7'-0" 7.73" 4.56" 5'-0" 8.60" 4.10" rc o g >� 8.33" 8.33" 4'•0" 8.60" 3.58" 7.73" 1.77" ~4 N 45 _T-W 7.73" 5.01" 7.73" 7.39" tn 4'-0" 7,73„ 1,86" GLASS SEPARATION O.:3 s0 7'-0" 7.73" 5.45" SCHEDULE NOTES: g h 9'-1" 7.73" 6.87" 1. GLASS SEPARATION SCHEDULE ' ft 4'-0" 7.73" 2.03" PROVIDES MINIMUM SEPARATION 8 60 7'1" 7.73" 6.34" DISTANCE REQUIRED BETWEEN EXTERIOR 7'-7" 7.73" 6.57" FACE OF GLAZING(OR OTHER PRODUCE 4'-0" 7.73" 2.20" BEING PROTECTED)AND INTERIOR FACE 70 OF INSTALLED STORM PANEL 6'-7" 7.73" 6.38" 2, SEPARATION DISTANCE PERTHIS 120 3'-10" 7.73" 2.74" SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY, a a 3. SEPARATION FROM GLASS IS ag REQUIRED ONLY WHEN INSTALLED 3Ea WITHIN ASTM WIND ZONE 4 AND d Si ESSENTIAL FACILITIES. - N a COPfNpRFiUld(L BOTUROOPE 15-2494 SCALE. PAGE DESCRIPTION: d • O enin Siie,- P 9 Ix H),, in CP 1t Glean Panel :—811, x72 d CP 2-Clear Panel 39 x72 M rs J CP-3: Clear..Panel :39 x 69- A-3 M 0=4: Glear Pariel 81 X69", zv x 01i'1 CP-5:_Clear Panei 3q-x6.9- M N N CP 6:Clear Parigl 69 x 69 CP-7 a w CP 7..Clear Panel 63x58. a 0 A 1 .Accordion 43x53' T A 2. Accordiort'., 43x53` ;. CP-6 0 ��- A-3:Accordion. 86'x66: CP 5 n pIzo rW zm th zIq sCP-4 2nd Floor yW9 CP-3 00 0a. �` n, CP-2 °� N W ~ W ,LU OCn .. CP-1 A-2 A-1 ti d LID . v rn C Cf) Cu IL N ..,..ate .� � !?. U Site Notes Omit 1 st Floor existing shutters a m rn 3 CO o COPTRIGME•TENPEST.CON _ SCALE: NOT TO SCALE DATE: Oct 11,2017 _ PAGE DESCRIPTION: Site Plan b i I PAGE: OF a _l SH UTTER C OR PO RATI O N 12980 SE SUZANNE DRIVE. HOBE SOUND, FL 33455 PH: (772)-545.3300 FAX: (772)-545-3297 Property Information Building Information Owner: Brown Residence Wind Zone: 160 MPH. Address: 139 Pepper Lane Exposure Category: C Jensen Beach,FL 34957 Minimum Building Dimension: 45 ft. Mean Roof Height: 25 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) IF. Height(in) Elevation(ft) Pressure(psf) JL_ Pressure(psf) CP-1 Int 81 72 14 33.9 -37.1 CP-2 Int 39 72 14 35.7 -38.8 CP-3 Int 39 69 14 35.8 -38.9 CP-4 Int 81 69 14 34.0 -37.2 CP-5 Int 39 69 14 35.8 -38.9 CP-6 Int 69 69 14 34.4 -37.5 CP-7 Int 63 58 14 35.0 -38.2 A-1 End 43 53 14 36.2 -47.7 A-2 End 43 53 14 36.2 -47.7 A-3 Int 86 66 14 34.0 -37.1 RECEIVED OCT 18 2017 PER1AITfING St. Lucie County, FL Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 Identification Schedule for Opening Protective Device or System ("flee following minimum information shall be provided to facilitate plan review and nrspectior of the proposed installation,opening,protective device or system) Address:_ _139 Pepper Lane, Jensen Beach, FL 34957 Type of Structure:RES Infr.IT%At- PERMrr#: Dev. Device Device SNuTTEK Shutter Shutter -r,4?Z Anchor # Type Manufacturer Approvaly�csSuRc S oq N Width Height q►s cu0,; Spacing A-1. . Accordion A.S.S.A. FL 389 R-8 47.7 50 43 53 Tapcon 10 Frame A-2..+• Accordion A.S.S.A. FL 389 R-8 - 47.7 50 43 53 Tapcon 10 Frame A-3. Accordion A.S.S.A. FL 389 R-8 - 37.1 63 86 66 Tapcon 10 Frame CP-1.. Clear Panel TPS FL 6417 R-4 - 37.1 72 81 72 Tapcon 12 Frame CP-2. Clear Panel TPS FL 6417 R-4 -38.8 72 39 72 Tapcon 12 Frame CP-3. Clear Panel TPS FL 6417 R-4 - 38.9 69 39 1 69 Tapcon 12 Frame CP-4. Clear Panel TPS FL 6417 R-4 - 37.2 69 81 69 Tapcon 12 Frame CP-5. Clear Panel TPS FL 6417 R-4 - 38.9 69 39 69 Tapcon 12 Frame CP-6.1 Clear Panel TPS FL 6417 R-4 - 37.5 69 69 69 Tapcon 12 Frame CP-7. Clear Panel TPS FL 6417 R-4 - 38.2 58 63 58 Tapcon 12 Frame ® J LL s z c ® oo O W LU e LU O Florida Building Code Online Page 1 of 3 • .. r P _0-. Q � � y D.s. 4 � Q 511 ..',. a� r «, BCIS Home Log in I User Registration Hot Topics Submit Surcharge 1 Stats&Facts Publications FBC Staff BCIS Site Map Links Search Florida ''.tk Product Approval I (�,- LSER:Public User Gtroaesv �:snx4'fcirn Product Approval Menu>Product or Application Search>Application LIS[>Application Detail RECEIVE MEFL# FL389-R8 lira_ Application Type Revision OCT 2017 Code Version 2014 L Application Status Approved PERMITTING St. Lucie County, FL Comments Archived C7 Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer G Evaluation Report-Hardcopy Received 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 L' Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53Mws... 4/5/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 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.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 Level"D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third 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 Bertha 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.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 level"D".Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddf 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 W-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- (top and bottom)for storm protection 084 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.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively Ba[k Next 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: https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53 Mws... 4/5/2017 GENERAL NOTES: 1.BERTHA H.V,ACCORDION SHUTTER SYSTE34 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2014(Sth EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p C' DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED TABLE IRED BY THE JURISDICTION WHERE SHUTTER WILL T OF CONTEN CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)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 FIRST REDUCED TO A.S.O.DESIGN WAND LOADS AREA-1: HV BLADES(1)& IfIA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX (AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TIM 15, 19&20. GENERAL.NOTES SHEET i IN ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS AIM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERRIARON 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 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE G) (0214.01-03,10715.01-03,11004.01-05.$1214.01-05.00317.02-06,10609.01-10 AND 10210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AGFA 2, HV BLADE 6)AND HV WINDOW BLADE - AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE HERE APPLICABLE) -HV WINDOW BLADE ®10505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL.0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 1 D725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W BLADE( AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M. CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS W SCREWS).USED AT BLADESKNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x275'AND 014x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS NV SHEET 8 ( STAINLESS STEEL SCREWS WITH 135.0 k5I YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PWED S SHALL BE COATWITH BERTHA EN DACROSHIELD COATING SYSTEM/AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS. REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 Lai AND 35.7 ksl FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 17 6005-TS ALLOY. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL.304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50)18 WITH 50 ksi MIN.YIELD STRENGTH AND 90 W 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 Sf{(>=T 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ALS(3G4 OR 316 SERIES STAINLESS STEEL WITH 35 tai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE(1): 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W BLADE(D&® WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 END CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 -8.THIS BERTHA KV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16'779$82 COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 05'458,179 ISSUED TO EASTERN METAL SUPPLY'INC AREA 3: HV WINDOW BLADE ACID ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD AREA 4- HV WINDOW BLADE n ONLY CEWERMATES AND ENGAGE OR LOCK ALL EIV AND HD LOCKS. 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 SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDicnDN WHERE PERMIT IS APPLIED TO. *13.(D)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 RED. (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 P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(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 P.E.D.ENGINEER SHALL.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED.SHILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. fflIIIIII FLORIDA BUILDING CODE(Non High Velocity HurricGne Zane \\\\A\I � A.1/C//i/7/' O 2015 EASTERN METAL SUPPLY,INC. Vic�P �'��', BERTHA HVTM A Accordion Shutter System ` 0: 41 r I L E C; M C. . . ■ • ITV.RADE#, W1 OR W/O TLV.WNDON RADE American Shutter Systems EV.Nc DESCIUMON DATE DRAWN BY: ML. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/Is OATS 4/13/15 OF 6336 N.W.36th SL.Sia 305,Y�RGIMA GWOM FLORID 331 • Phane:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive 2 DRAWING No '••., 44�� e-mail:Wte 9..L- West Palm Beach, FL 33407 3 /ANAL ENGX\ EB-MO6719 R 1 5-085 Jr.LLIT //AA71 1 t11, WALTER A. Uc 1 44167 5 SHEET P.E. SEXftM to, 6. 1 OF 20 ' 3Y FOR pWDap MADE® e N VARIES 1918. • 1.491• ho o Yax. .200° n 00 • c 'L ' 0.454' On w e _ 4.371 4 •385• 'L m e 4.999' �• .375' n O HV 90'/180' STARTER S 3OHV UNIVERSAL FLOATER a QUALIFIED oR USE W/ CO UNDER US PATE 458179 QUALIFIED FOR USE W/ HV BLADE 1O ® VH DIRECT MOUNT HV BLADE 1� HV WINDOW BLADES 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 6063-T6 ALLOY A TEMPER .37 6063-T6 ALLOY AND TEMPER 3.226" 1.50D '124• 085' A. 670• °� 2.670' 1. 3.556' ) .994' 6 1.000' 02226" Z. a72 i8424.897" ' n67 815' 092' N0.072• a.D7 HV ADJ. ADAPTER WJLIP 4.436' 12 QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK .920 ©HV ADJ. FLOOR TRACK BLADE(D QUALIFIED FOR USE W/ HV ( HV TRENCH TRACK 55• 3.7W 6063-T6 ALLOY AND TEMPER BLADE1) QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY TEMPER BLADE Q ONLY. HV RAINGUARD BLADE D 6063-16 ALLOY AND TEMPER QUALIFIED FOR USE W/HV 6063-176 ALLOY AND TEMPER 'I VARIES m 1.936' BLADE 1Q 1' 1-875" YARD 1,9J6' 6063-T6 ALLOY AND TEMPER Max. 1917". 083' 083• .083• c .�3' ~ .093' -093' .100 n .125• c .060' r 9 n .060' .093• .093'• .060• 670 060•n - v r \4 Zth 0` 670 1.666' m- 6703.S 3.529• 670 ?7p. 11 HV CEILING HEADER 1 HV HEADERJSILL13 HD CEILING HEADER/SIL BLADE(i)ONLY. L Q LIKED FOR USE W/ HVQUALIFIED FOR USE W/ HV BLADE(1 ONLY _ HD SEE SECTIONS FOR VALID 6063-Ts ALLOY AND TEMPER QUALIFIED SEE SECTIONS FOR VALIDITY.EO 4 QUAUFl/EDLFOR EUSSDERJSryLL 6063-176 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 1 0 AND TEMPER T COMPONENT A B T1 T2 X Y t if I MN%MN.Y Fei t 2' 2' 0.125' I 1 1" 0.062 Q 2' 5'MAX. 1/8' 1/8• 3' 3' 0.090' 18 2' S'MAX. 0.192" 0.182" j3 SIDE ANGLES ©0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM AyGLES 19 2.5• 7'MAX. 0.190• 0.190' QUALIFIED FOR USE W/ HV BLADE QI QUAUFIED F0�USE W/ HV BLADE Q7 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2' 5'MAX. 0.139" 0.131' 6063-T6 ALLOY AND TEMPER 6063-176 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane tone \1\11 Mr�l/7 02015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Q-.. ��ENSf .'Q y Accordion Shutter System A.S.S.A. FLV BLADE#1 W/OR WAD H.V.WINM BADE =•k= American Shutter Systems a,,w DESCRIPTION DATE DRAWN er: M.L. = TIWT TESTING & ENGINEERING COMPANY STATE OF `- 6365 N.W.3611,St.St,305,v1RGu GARDENS.FLORIM 3316 Association, Inc. 1 OLD 11-192 4/13/15 ATE: 4/13/15 Phone:(3D5)871-1530.Fax:(305)871-1531 4268 Westroads Drive z DRAWING No O FLORtO ���` e-maD:bite�aw.aoN West Palm Beach, FL 33407 3 ... Vic,,, Efi-0006719 4 15-085 ss/ONA1-`\\\� WALTER A MUST Jr.P.E. P.E. gtiV71C51+R19`� E/DATE ..A ua ®44167 6 SHEET 6 2 OF 20 M • 4.660• '929" _ CAST 4.576' K452911* 0.334• 1FUT 2HFAD 1 4•-20 HODS"' ENN'e' SSYS BAKED'PAINIEO 1 L'-� IE CSST 2.293' -74J• p (2 TYP.) HOUSING ENAMEL D5�• a '0 BAKED PAURED 6O OIL.062' O A c .875' 10 BRASS1.325' '� - v .318 v! P&KEYS LATED) OMME ((70K%IE PLATED) 21 HV CENTERMATE ,��'�� s. o zs ® HV LOCK ® HV EGRESS LOCK Q ALIFIED FOR USE W/ HV GLAD &®ONLY a2) CE TE o 3.023' 875• a. QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY PER QUA 6063-T6 FOR USE W/ HV BLADE 1 & 1 ONLY 2 V CO C T T BLADE Q& ®ONLY- BLADE Q& ®ONLY. 6063-T6 ALLOY AND TEMPER 250'O.D. Q AUFIED FOR USE W/ HV BLADE(D ONLY i8' .. _78• 2.874• 6063-T6 ALLOY AND TEMPER PLASTIC HEADTO 'mo 1.756• 922' 4.045' 2 MOLDED SCREW m a 2.079• 1.753' n .360'AFTER RIVETING o6ti c N •o S n 1/4"�-2D 6 X�3/4BEFORE RIVETING y S.S. THUMBSCREW X4'0-20 RIVNUT* N . . *SERIES 9444 AWWNUM(2024-73 ALLOY)LARGE FLANGE THIN 2 I I 2-> -.I m m m .1122' SHFET NUTSERr.PA9r f 0820,AS_M UFACRIREO BY AVOEL " FRONT EMAWN ® HV MALE 'T' LOCK CENTERMATE m 4.566' G V �Ts'R' ' vu © P`�' HV 'T' LOCK HV ALTERNATIVE LOCK LOCKER FOR 'T' LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 7QONLY ® HV FEMALE T' LOCK CENTERMATE ® QUALIFIED FOR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1�ONLY W/HV BLADE Q ONLY. O QUALIFIED FOR USE W/ HV BLADEQONLY 6063-T6 ALLOY AND TEMPERR'' 6063-T6 ALLOY AND TEMPER .5' 1.917' 7.917 � 3.167 '0'3 03 — _ 3 D m 10 CYLINDER OR .063' .063 .062' • KEY CYLINDER .214' .214' m .545' 0.875'Min. om - 1 .125'Mac 3� D E TER A EHV NO OCK G ROD ® HD CENTER AEW LOCKING OD ^ .40 a OD° 0 QUALIFIED FOR USE W/ BLADE 1 & A LA QUALIFIED FOR USE W/ HV BLADE 1 & to HD CENTERMATE'S INSERT 804• - 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HER VARIES, 12'MIN. QUALIFIED FOR USE W/ HV BLADE(g& 1� 1/s'o-za ss oR 3/6'e-16 1.1Jo' 6063-T6 ALLOY AND TEMPER =EITURN ACLTAL TIi1A'BSCREIYS• 11/2' D CYLINDER O (SFE DETAILS) KEYLS) — CYLINDER t15' 1-57 Min . * 1.78"Max. ® LOCKING RODA 1/4'0 ® HD LOCK QD 6063-T6 HV ALLOY AND TEMPERED 6 HV 3.18"0-16 ACETAL HV 1/4" —20 AISI 304 BY REGENT HARDWARE MORRSE LOCKS SERIES 2333 HOOK BOLT LOCK. � THUMBSCREWS ERIES S.S. THUMBSCREWS QUALIFIED FQR usE w/Hv ELADEQ& O Q u5 INSTALLATION WILL REQUIRE A 7/16' HOLE F QUALIFIED FOR USE W/ HV BLADE 7Q FLORIDA BUILDING CODE(Non High Velocity hurricane Zone DARILLED AT TRACKS FOR PROPER EMBEDMENT p BLADE 1Q `\``��P.•:.•a_.•.•J�i'i m 2015 EASTERN METAL SUPPLY,INC. Q:.��OENS� ' �Ef�TH�1 HVTM i L, ECO INC. . . . ■ Ky,AW #1 w%CIR KV.WINDOW�m :• ����/// ,! :Q American Shutter Systems •N DESCRIPDON DATE DRAWN BY: M.L . �! C •47 TICCIT TESTING & ENGINEERING COMPANY S kr Association, Inc. 1 OLD 11_192 TD3/15 nnTE 4/13/15 A•. P -'� 6155 N.W.36N.St..Sla 30.5.YWGVM GMOFA6,fLORM 3316 '��' F6BR7� ,r�'•• `-` W Drive DRAWING NoP1one (305-71-1530.Fa :(30)871-131 West Palm Beach, Fl 33407 3mal:6lt_*...aam 15-085 ,'''�.��SSI O N A\^`\``•5` EB-0006719 4 �FFFanuHu1ud55 WFLORIRIDAALTER Au%441 P.E 6 SHEET P.E. SE4L/SIGNATURE/DATE 6 3 OF 20 e SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 41 12'70IBIADE P� 625' (D HV BLADE 1 4 1A 1675' Hv vnNOow BLADE .0625' FT�,°y, .a62s� .dfi25' ® HV BLADE 1A ` I BLADES "0 OP[7aN .1675' Y ® HV LONG RECESSED NYLON BUSHING v n KNUCKLE .0625 39 a F a (TYP) 0.06 5' ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER DOR ® '.WEE i i Fur PORTION R7•? � 3 50, .mW 6 l iO °C ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I a 1' 40 n a4 z.750' X 0.870"x3/16" THICK NYLON WHEEL 3 I i " 2 7/8'MN. vnNooW 315'0 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION 0625.CLFAR 03. 3.7500' I B� _ 0625' ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD * EXTERIOR LI3 o OPENINGS ON�3/4 &OM r-r * 14 ve 7 ® FIV 2 3/4" ACCORDION PIN W/ #8 HEAD 41 0 2 CLEAR 500. ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j BETWEEN TYPICAL. HV WINDOW BLADE a AND POLYCARBONATE HY WINDOW DETAIL OR ® 4 or ®3 N.T.S. ((SEE NOTE FOR I I I REQUIREMENTS) i , OOR ® �c POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE I I! 112"MIN.CL CE RESINS, UV—STABILIZED GRADE OR SABIC LkV PIN REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR x To BLADE B M INNOVATIVE PLASTIC LEXAN 103 RESIN �^ ! N:E (D OR ® i I (SEE NOTE "F' ON SHEET 19). SY2 ® 'o a�j o (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR Nfi ' BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR I i POLYCARBONATE SOURCES FOR 44 BLADE. I EXTERIOR APPL=0 E HV ® TYPICAL SHUTTER AS N.T.S. trxx PROPERTIES REFERENCE 1,m HV PIN�2 OR AT REEBmGE (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT Exr�1oR m BLADE'S KNUCKLE, HlT$CLI: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q ¢0.324' (SEE NOTE a FOR SPECIFIC GROTTY am D"2 DIM IA&' Two w'' BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. �r 3 REQUIREMENTS) TE�NM TFl1SllE YIELD SRIfNCIH ASN De39 9,4D0 wl. 95DD P.J. FIEDMRAL STRUM AT YIELD ASN D790 IRSOU pa 13ADo Pal. (3) HV PIN ®OR ©3 W/ 1/2" O.D. 1/16" THICK S.S. WASHER O y i E1ExuRa Moceus AM D790 34DooD P_-.L 315Doo Psl. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, I NOTCHED am ASM D238 18 FL-Ibf, 17 Fr-mt. SHEET ©0 WHEEL CARRIAGE DETAILSMOKE DENSITY MIN D2843472 z 645 X MAIL N.T.S. ASSEMBLY LAYOUT RATE OF S NM MIN D635 D-1 CIAss o-1 O N..5. SELF IGNITOR ASN DIM 1040 T Sao•F Yffd4£�A2 ASTM M55 TENSILESTRENGTH AFTER ASN 418 9302 P.a.T. 884o pal. (1� HV BLADE SOLID & CA HV WINDOW BLADE DETAILS 1Qi�� D" N "°°"` MIN 6M 8461ps a8Wpd. N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone E� m 2015 EASTERN METAL SUPPLY,INC. •�`�`�(ER A. BERTHA HVTM 1. ®� A. S.A. Accordion Shutter System KV.BLADE#1 W/OR W/O KV.WINDOW DOW BLADE American Shutter Systems IEV.H DESCRIPTION DATE DRAWN B1: ML `l TILUT TESTING & ENGINEERING COMPANY 7t' Association, Inc. 1 OLD 11-192 7/13/15 DATE: 4/13/15 ATE OF 6355 N.N.J6( 5>Sts 305,V.FaX G(305),1-153FLORM 33,6 Phone (305)871-1530.FaX:(305)871-1531 4268 Westroads Drive z DRAWING No E S.ORIDP �.`� e-moa: ae6ea000l.00m West Palm Beach, FL 33407 a 1 rJ-D85 �ONAL'VAG,P' WALTER BA.�niLIT Jr.P.E P.E. 96i'70(St9EVURE/DATE FLORIDA U.P 44167 6 SHEET OF 20 '1 ®• a ®^�°° •�a .,(®�°" © *NOTES ON HV LOCKS AND CENTERMATES: •®� 1.MANDATORY CONDMM i1: ONE HV LOCK®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BVW jg2 OF SHUTTER SPAN FOR SPANS UP TO 105.AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK(�f or MAY BE USED AS AN INSIDE OR OUTSIDE LDCK•ATTACHED TO 0 OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON s TYPICAL SHUTTER ELEVATION. 2.OfflpkU=BMW f1fIF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOC OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR®SHALL BE AS INDICATED ON NOTE(t)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Die-HYO 3 . OPTIONAL CONDITION D ONLY WHEN b"PAIM CONDITION J1 OR x - �/it 5 g IS USED O H.V. LOCKS): LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY 4 5 6 oRe 0 oN 4 "® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS Qp OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). S.MANDATORY CONOmON i2:ONE HV LOCK® ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN B- AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO Q�CORNER CENIERMATE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS o xDc� AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 5. -10 MANDATORY�PDITION il D ONLY FOR W I W4 0 A/-SYMMETRICAL CENTERMATES ° 3�p (SFS • ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK ar FOR ANY SPAN,AND OLS=8�Q � � INST TIONS AT ANY ELEVATION.ALTERNATE LOCK® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ofi � p OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. m 1 a @S oo-�o � � RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® 6. MANDATORY CONDITION I3 FOR KEYSTONE MOUNTING INSTAMS- ONE HV LOCK® or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP I L TO 960,AND FOR INSTALLATION$AT ANY ELEVATION. HV LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4-20 x 1/2'LONG FLAT HEAD S.S. SEE ENO MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E H I J K L Y P a x v w X 188 T�YP.FULL I1 *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1,SF(Y1Nn ALTERNATE To AL^uDATORY CONDITION}t VALID ONLY FUR FIV'T'LOCK 6fl.AND CENTERMATES 9b AND CENTERMATE , ONE ALTERNATE HV'T'LOCK(�MAY BE IN ALLED IN LIEU OF HV LOCKS®OR®FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT Q © © O ©+© OF LOCK I&INCLUDES USING REINFORCING LOCKER e AS SHOWN ON SECTION HVG.SHEET 9,WHICH MUST BE 10+ 5 0+ + 3 a+1 oa CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/3Y OO+© O O O WINGNUT OR W/ 1/4'0-204'SS.M.S. INTO A 1/4'Ox 5/8'RIVNUr.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' 6 • 7 oa 6 • 7 + $ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENT ES: 7• : ONE ALTERNATE HD LOCK MAYBE USED IN LlU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 J8 x 3/8'F.H.SS.N.S.,AND INCLUDES REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC•SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLETELY OPnONAL FLORIDA BUILDING CODE( on High Velocity Hurricane one 2015 EASTERN METAL SUPPLY,INC. A.T \GENS T''�=; BERTHA HVTM C . . S Accordion Shutter System ■ ■ ■ ■ KV.BLADE#1 W/OR W/0 RV.WINDUW BLADE American Shutter Systems REVa W DESCRIPTION DATE DRAWN BY: YL TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/13/15 OAe 4/13/15 STATE OF :'� wss N.w.3ew Se,SI,.305,A1RD GIRDERS,FLORIDA 3316 %'�.•. Ri Phono:(305)871-1530 (305)871-1931 4268 Westroads Drive 2 DRAWING No _0:t�ltt_6_I_. West Palm Beach, FL 33407 3 ••••.••••••�'.�G�`�,` WAL7F EB- 6f19 P.E . 15-085 ,5/ONALE ��. A. P.E. SF1YtY/r 0HlttU1RE/DATE'U.6*t167 s SHEET OF 20 CRETE ANCHORS POURED CONCRETE OR CONCRETE BLOCK 1/a'0-2023/4'S.S. POURED -(SEE,SCHEDULE ON REQUIRED POURED CONCRETE— SHEEr 13) CONCRETE ANCHORS MACHINE SCREWS CONCRETE REQUIRED (SEE SCHEDULE ON W/1/4'-20 REQUIRID CONCRETE ANCHORS 17 16 R� 'foNE(SEE MDUNDNO®ON SHEET 7) SHEET 13) nuTs O 12.O,C, (SEE SCHEDULE ON SHEEr 13) 1. 1' 12 DR 14 Min. 1/4'0-20x3/4'S.S. Min. -- _ _ JEQMACHINE SCREWS ___ a USING 1/4'-20 NUTS 0 12'O.C. O �E D.i .250'Max. N - 250Max.L ONii� �P1IDNAL savaVICH m !I I I[:XImNCrMIN.SEPARATION TO GLASS 1�BADEm 1 OR ®� ; GLASS (SEE SCHEDULE ON SHEET it)EJCImNC I ara6m&® 1 1IMIN.SEPARATION TO r(SEE SCHEDULE ON SIXISTTNC I c-"-�— ©HV WALL HEADER INSTALLATION 1 QA HV WALL HEADER INSTALLATION 0 HV WALL HEADER INSTALLATION + KEYSTONE IXISTING iI MW.SEPARAMON TO GLASS (SEE SCHEDULE ON SHEET 11) 1 cL.�S-ti `�0P"i10'1 1 I I 1 OR ®+ I T_SEPARATION TO GLASS I I 1 �- 15 f � 1 Ii i (SEE SCHEDULE ON SHEET 11) I EN 914EF7 19 Tai rh rh 19N6®e Qa TDOmnc 1- - oPnonALDA i i 1/4'Max.opnoNu i 1315iE D.4iiD 19 E E1/ -- 3 OR 1 L -- 12 OR® - 1/4'0-20x3/4'S.S. Min.PHILLIPS TRUSS HEADCONCRETE ANCHORS 1/4.0-2023/1 SS.PHIWPS @/,�^R1BMACHINE SCREWS USING (SEE SCHEDULE ON W�HEAD M4CHINE SCREWS 0 1ANCHORS /4'-20 NUTS® IV O.C. w/1/a'-z0 nL1L5® 1z'o.c. (SEE SONCRCHmULE ON SHEET 13) Min. POURED CNSHEET 13) OR CONCRETE BLOCK POURED CONCRETE REQUIRED OR CONCRETE BLOCK NCRETE ANCHORS WALL REQUIRE O HV WALL SILL INSTALLATION (SEE SCHWUIE ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEEP 14) OR CONCRETE BLOCK wau REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SCCTIDNS: INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER #E D.-EDGE DISTANCE ♦SEE UMRATIONS OF USE FOR H Y\, B LA D E ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13) BLADE 1 ON SHEET 19 10 2-MOUNTING SECTIONS GW BE COMBINED IN ANY WAY TG SUR ANY INSTALLATION. L1L11fuiT FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 E kmERN METAL SUPPLY,INC. BERTHA HVTM �P IL E C O N A.S■S■A. Accordion Shutter System * H.V.aADE#1 W/OR W/O KV WIPDON GLADE 4cARDD+s,noRa f/���///,�: American Shutter Systems DESCRIPTION DATE DPAYM BY. ILL $Ai'TE OF :��` TILL)T N. sE,see.TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 9'•, e13s5 swn. 31u,vwcaw 3314 4268 Westroads Drive 2 PAone:(305)871-1530.Fax:(305)871-1531 DRAWING No •• `�: e-,nea:weaaeoaw.— West Palm Beach, FL 33407 3 ss ONAL �G`\ 'WALTER A�LLIr1 J,P.E. 4 15-085r '4Ag1u I1 %% `` FLORIDA Uc.S 44187 s SHEET P.E. SEALJ�«NATURE/DATE 6 6 OF 20 1 POURED CONCRETE ANCHORS i --1�OR ®� i I 1 I NwM OAss I CONCRLTE (SEE SCHEDULE ON SHEET 13) I TO awSS<9E fJUSAS I I- 1 GL�S� (SEE scllmi E ON- ED REOVIHED EDGE OF -i t�j F�9 8 FOR ,a,TOOL= � 3 i ON sEEr Ie FOR ro aAs D. SLAB IF APPUCABLE IXI�5� 9MFsmh® \ i— suuau� i 9 • i ALTERNATE i t i i i i i i D(ISTING ANCHORM591 � G ' ,! ✓ LOCATION I " IjtOx3/4'HIX WASHER HEAD i I II�13OR 1$ I TIX SCREWS 0 12'O.C. i EDGE OF IF CONCRETE ANCHORS $ SLAB B I 1 1 APPLICABLE ' (SEE SCHEDULE ON SHEET 13) E 1 ii O IEDGE OF EALSTING ; ' i i EDGE OFA I I SLAB IF a GLASS--t STAB IF t I 1/2 1 EDGE OF APPLICABLE m s0=NwIaL —SLAB IF APPUCABLE ,0. O. APPLICABLE POURED POURED FLAT HEAD CONCRETE ANCHORS SOE�QE s� POURED CONCRETE D. REQUIRED (SCONCRETEEE SCHEDULE ON SHOT 14) itO Igtg D ) OR ®CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS SkE 9 REQUIRED D. ..*— ON (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION YA110 ONLY FOR UP TO +70,-75 PSF A.S.D. ® HV FLOOR INSTALLATION t O HV WALK—OVER INSTALLATION DESIGN GN SCHEDULE PER TI'G&FOR SPANS P © HV CEILING INSTALLATION AV— IXISTWG MN.SEPAPA1pN CONCRETE ANCHORS (1 SM (SEE SCHEDULE ON .1 soti Ill I I roans I 1 1 SHEEP 15) 1/4-0 Oj is Igtq ; ' 1 DaSRNG TECHNOLOGY OR s I IoWERS EXSTING— GLASS---i FASTENERS TME4+ W/EXISTING— C1A55 nmUON11) t 3/4'alta M IDEBM� o C Oa FOR UP 10 2•-01 SPAY AAm 4.O-FOR SPANS LARGER THAN I 'T' 1 SFS AT=T08 FASTENER FGAIY i 11 I I I ;; MAX. STPA T,&NOTE F LIN 9EET 11 1/2' V7� i 10x3/4"HEX E, • FpR 3/8 L1AX. I 3 OR $ i t e I WASHER HEAD CONT"SEALANT�� TEK SCREWS 1 I I 1 '.... _•_ 1 8' a 12'O.C. $ 1 1 1 1 n /14x3/$ HIX HEW i i I a' I I I •''JE• t/1'C-20x3/4"SS MS TEH SCREWS®9'O.C. - --- 14x3/4'S.D.S. _ I' OR E 4'D-20 SS.N.S. i CONCRETE ANCHORS - _ s +O 3 -_ _ I I i 1/4' .J .,.MOIL ,:.,'• 0912 I/f'0-20 NUTS NlR®9'O.C. i (SEE SCHEDULE ON n I 1 .•.�. IDOSING NON STRUCTURAL 17 78 WALT.TRIM(DECORATIVE -_-_- -- - V2' I' 17 R 18 E D 1 ,I EDGE OF •.1 r Sul) SLAB IF /14x3/4'F.H.S.D.S. ±,ter.�.1,IN: .'. IquREn CONCRETE j 1 7 8' 1 7/8 APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) SEE9NOlE 13(b) - REQUIRED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 °. •: ,.:.; .' . D. OR CONCRETE BLOCK SHEET 14) OR CON CRETE BLOCK ON SHIFT 1 REQUIRED OR CONCRETE BLOCK REQUIRED QM KEYSTONE MOUNTING INSTALLATION oPnonu POUREDSPPAO mowNw HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION uSKUn oEsA PRESSURE.+6472 pr CONCRETE MAXAASO. L N 2'-0' REOUIR(D �J HV RAINGUARD INSTALLATION t t THIS INSTALLATION SHALL BE NOTEmm MO COMBINATION OF SECTIONS; s E.D.-EDGE DISTANCE REMOVABLE WHEN OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER ( OR PERFORMED � SEE LIMRATIONS SEE SPFEIFlCATIONS ON SHEEP 13) ORENTRANCE ADJACENT CE HEET 19 AN OPERABLE EXITINSTALLATION DETAILS WZ O HV BLADE BLADE 1A ON S ASSEMBLY ENT MOUNTING SECTIONS CAN BE COMBINED IN IN ANTI WAY To surt aNr INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ``�������A• I J���'A7i��, O 2015 EASTERN METAL SUPPLY,INC. P� ' rJ - BERTHA HVTM �yaNCENSF'.P'' P� w '�� 7im Accordion Shutter System KV.MADE#1 W/OR W/0 RV.WN OW BLADE AmericanShutter Systems qEv.N. DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY o'• STATE Of zssociation, Inc. t o1A 11-192 4/13/15 OAT£ a/13/1s 2JS3 N.W.321.SE,Ste.Sas.WRfiNN GARDENS,FLORIDAFLORmA 3312 426$ W65tf000IS Drive 2 b`, Pnona:(305)871-1530.Fox:(30.5)871-1531 DRAWING No ,e�'.•, R —3:URew0ool— West Palm Beoch, FL 33407 3 15-085 '''A/s'S/ONA1-E�G`�� WALTER A.TILUT-000671Ur.P.E. 4 'YA +\�` FLORIDA UE,i 44167 5 SHEET P.E. Sr�t7819hAtTURE/DATE 6 7 OF 20 SEE END WALL CONC 8 SEE NOTES ON LOCKING RODS®.H.V LOCKS(5 or 2® `f INSTALLATIONS W/ 1 HV ALTERNATE W LOCK ON S. a ® NOEfING GLASS * e0' IN E OTAL FNVA1D FALLOU f/ BLADE W HV CENTERMATES CEIMMATES APPLICATION WITH BLADEQt Q6AQ6�©•Q�®°lo'®°" pR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 & 18 2'x2'.1/8':A'-2 I ®«®.°B Q9+©°a 19+Q 3 1/4- 7• ANGLE W/(2To ALL" ALUM.PCON ' ,/2- ©«® OPPOSING SYMMETRYCAL ANCHORS TO CONLSTLIE I CENTERMATES CENTERMATES MIN.SEPARATION crop/BOTTOM)e , g,ou3/a sNs.® Iz' W/ HV LOCK 4 or ¢�) W/ HV LOCK 0 2 io GLASS (a)JIOa1/2•S. la TUBE I O.C.FULL LF.NGHT. Z * Z �� TSCHEDULE D LE AT EACH ANGLE(IYP) 5 \ ® m * 35* I N J J N * 1 1 5 O e� / 1 4 « Z- ® O O O O+© °© OUT HVB HVA O ©�®�©'O�®°�lo+®°^ SS POURED CONCRETE OR Q«TO3 rIXISiING CLASS REO BLOCK WALL ISfING 5«®"'Q•®�`®•©°"I MMETRICAL ----- IN - V'�'©"'V«�«®°" MIN.SEP`ARAnoN---- cLAss ,Q J� sH 1 CENTERMATES* 6 Q«Q�1©+®�®*©6R (SEF SCHEDULE `J --- * W/ 1-ll/ LOCA (INTERIOR) ®«Q°'t Q'©°"19•Q ON SHEET 11) MIN.SPA TION ®«® ® � TO GLASS OPRONAL (ONESHC(fT it HEDULE IN (INTERIOR) _—_—_—_—_—_ _—_—_—_ ---_---- _ - _ OUT - Vn3 CONCRETE 1 ANCHORS I 16"O.C. 1 ----- - 5 o * 1 VARIES 3 * e� * ® 2 ® 0 U T 6 1/2'MAX.SLACK * (DLTERIOR) H V E H V F** HVD OUT FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone IAIrICC�' O 2015 EASIERN METAL SUPPLY.INC. ...... CT�%,� BERTHA HVTM EN S Accordion Shutter System 1 L E C O I N c. ■ ■ ■ ■ KV BLADE#1 W/CR W/O KV.WNM RXIE !`T-*- TIWT TESTING & ENGINEERING COMPANY American Shutter Systems REV.H. DESCPJPr1ON LUTE DRAWN BY: M.L. -O: STATE OF :;� 63'5 N.W.36N.SL.Ste 3D5,WMM GAf✓DENS.MR61A 3718 Association. Inc. , OLD 11-fez 4/13/15 DATE: 4/13/15 4268 Westroads Drive z Phone:(305)871-1530.Fez:(305)871-1531 DRAWING No a-mmEIB UNpppe 6®1B com West Palm Beach, FL 33407 a 15-085 FS•'•••••••••'���� WALTER low Jr.P.E �7jq ,NAL_&F4&ATE UG B aa1s7 5 SHEET P.E. SEAL 1 TC1}�E DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK HV MALE FEMALE "T" LOCKS CENTER ATS 8 64 & LOCKERS W In HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 at 18 INSTALLATION n HV BLADE OUT IN ��� "A" TlnoEpsluK oErAu 1r F.NDG1lD oN SWEET e. / HD CENTERMATES NE11 AS UNNE76AL F1.NG RADE® W DEL HOD-HYD. 6• 7 8 1 omlC✓♦tED ON nes SHEET,MAY BE Me Ta111 nes ALTER Sic END WAL CONNECTION O•®"'©'�"©4®O1 iKsrALunoN DETAIL HM SHOWN LN THt4 SHEET. DETAILS ON SHEETS 10 18 z-.ri1/e5a•- � i 80.'®°"�'®�'® 39� (W61-ra MLOP)AwY. ! m1©�® (GPIIONN) 4 (aPNGHN) ANrAE T1 Tjs- --- -- L-_________________-___________-___--_________-- ____ ________ 14M1o^/z"SswM� i /'m'ac n�i La�ia'Hzi :k IN 3 AT WH ALAE DHS IN (a)H.v. N)N•v T. 30 HV "T•' 1 PINS(iYP.) 5 7 V RNS(Tn•) sE 5 3 LOCK (INSIDE) 1 — --- ------------— - —�- — -- — �t — — -- ® 5 1 2 29 1 t t 1 Vr 5le z 5/a 6 3 OUT 31 OR 32 K 33 31 oRQ 31 aR 32 35 31 oR®2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 3 * (oM�) *SEE NOTE 6 FOR HY LOCK®. * W/ 7/8"0 x 3/32" WINGNUT. (OPnoNf✓J HDB—HVEI OUT HDC-HVC r Loa,ON SKEET 5. SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES W/ft LOCK (INTERIOR) N t SURES 6444 ALUU Y ' HVG* W/� LOCK (EXTERIOR) (2024-13 ALDY)LARGE FLANGE 111x4 m®aa©.�]w® 10•®°• SHEET WASE'Rr,PART 10620. 10•®�®'�©'®°9 AS MANUFAMRFD 6Y AVD&CHOW TE)GORN.PARSffEW.NEW JERSEY ©•O ©m©•0.7 '®m 07054 OR EQUAL 3 0 R.:—, ON uxO Hma®a NO®tats ON Sim 5 9AOEO.V-N00-MO R ALL CDOF1 APMCATK NS M aLOE O HDD—HVD** FLOATING STACK 1111 FLORIDA BUILDING CODE(Hon High Velocity Hurricane Ione A.TiZ!%,'''G �2015 EASTERN METAL SUPPLY, INC. T A BERTHA Shu ter TmS L E C O i N Accordion Shutter System ITV. BLADE#1 W/OR W/O FEV.WINDOW MADE ��1� * American Shutter Sysfems .R GEscRIPnoN DATE DRAWN By. ILL TIWT TESTING & ENGINEERING COMPANY fl TATE OF :Q� Association, Inc. t OLD 11-192 4/13/15 f11iE 4/13/15 •- 6355 Kw.36N.SL Ste M.VOTGM GARDENS.RDRM 3316 4268 Westroads Drive z rP.E. e (305)671-1570.Fox:(30.5)871-1531 RAWINGNo a-Tnai1:tir-000OI—m West Palm Beach, FL 33407 3 WAUFR�A.TILUf1Jr.P.E4FLORIDA Ua.8 44167 5SF�tf�I�NATURE/DATE 6 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE RED CONCRETE OR CONCRETE OR CONCREFE OR CONCRETE REQUIRED BLOCK WAIL BLOCK WALL REQUIRED BLOCK WALL, REQUIRED BLOCK WALL REQUIRED REQUIRED � EXISTING GLASa�S( /EXISTING GLASS CONI ANCHOR*D.C. �IXISONC CLASS ""["'— ) J — 0 16"O.C. ( 2"MIN /EXI'SRNG GLASS FEN.SEPARATION 2`MIN. To GLASS(SFEKUL SEPARATIONIi• � 7 EQ • EQ TO CSEPA(SEE 1 gRATION SCHEDULE��ptp1 TO {SEE IAN.SEPARA. TO GASS _ SHEET ON SHEETSEE I I 1:FOR AD 0AN 1/16'x3'MAX. ON DES( 19 FOR 1111 WOR EIADE(D t 17 FSR MADE SH ii FGR BADE©R (6053-T6)CONE. a.ADE5C1& ON SHEET 19 FOR j (LOCATE AT ON T 19 FOR ALUM.CLOSER 1/ J11 1 Ok QO EITHER SIDE i EIADFSO&�A PLATE.(LOCATE 1/z I \ BIAOFsQ&X91 1 ON SW OFO) AT MER SIDE MIN \ 1/2'MIN. OF 4O) I d•USE 1"OR 2"MAX. #10x1/2•S.M.S. 110x1/2'S.M.S. ( �- _--- (AS AFFUCABLE)x2'xtj8•xO'-2' _—_-- 16,O.C. --_�__— 0 16'O.C. -_---- ALUMINUM CLIP ANGLE \ (6063-T6 ALLOY)AT MIDiEFGHT 4 \ 4 (1) @10x1/2•S.M.S.Top& (2)1/4"0 TAPCONS ANCHORS TO 5 S,EE DETAIL X FO WALL AT i'O.C. (LOCATE AT I OR ERHER SIDE OF(D)stDE GTO TRA.-- O) t OR 1 � OR �• SEE DETAIL%FOR ( �R • TO TRACKS SIDE CONNECTION °qQ�°'6U•0- 0-9:& 2).8 p•®" SEE DETAIL X TO 4 a fi a 8 0+ TO TRACKS 6 7 8 TO 0t° o.6. SIDE CONH£CTK}N �aQ•©°0O�'Y9jO` ��'Y�.H"'l�^;!•l7'" u �� TO TRACKSp•��at�j.�n©.A��w ©'tX:J�'��,^�"4./�'7J�'�� Q.Uj •�jo.©+0.�.. �'t:l•,YC�I"�.Q+�°° �A6�?,,',��j1�'�°`®��'//ll``ty'o �'`L9'aVy+�"'t!'®°" �'�°'�'`®`"V'�"° ®•®�l'.N'�"'O ®Q '!.'J'YJ��'®"'ll•,xt'✓�� END CONNECTION DETAIL T END CONNECTION DETAIL END CONNECTION DETAIL END CONNECTION DETAIL Q POURED CONCRETE OR 14 REQUIRED ONLY FOR SPANS GREATER 11" 12'-0- ED CLASS ————^ -170SfING GLASS CONCRETE BLOCK WALL 4 q. -, 1AFt.SEPARCTILXH #1 1/2'5.M .--_ ----------`- To CLASS(SEE m 16' .C. MN.SEPARVION Y '.ts__—_^_- / DAx(D CON E t/2'MIN. TO CLASS(SEE e _ _______ _ _ 6 OR®OR(DOR ON SHEET 19 FOR ANCHOR® I ECH B OAND - - ) OR OR'I OR) CONCRETE AAM p&�a 12.O.C. ON SHEET 19 Ftft 4 ------ - --- ANCHOR Q eJ BLADES O&® --- OR(p 16' M i 2' O.C. IN. - 4 w _1/2-MIN. _ EO - --- 6 --@OR@OR 2 MIN• 2'MIN. ♦SEE LIMITATIONS OF USE FOR BLADE 1@ ON SHEET 19 * OR i 3 att i QR oR i **_..1. 5 1 OR ®' PLAN POURED CONCRETE WILL t. oR �aOaO Oqp ,D �' ®-t�@C}•C}m0 ,Q•�� END INSTALLATION DETAIL CONCRETE BLOCK WALL 6A�y c�� 1D«®`a�•�®.®a _ REQUIRED 6.6-64.5.6- @-(D-@-&0-@- 0'Ry'"6•+Lu-©'6 ®`(D-@—`Q'@« Qf�HV BLADE OR 46 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q CJ dna®•®��'®atm END CONNECTION DETAIL© �mQ FLORIDA$l11LD1NG CODE(Non High Velocity Hurricane Zone, S�aX��tGR A•Tf�L/p�i4 m 2015 EASTERN METAL SUPPLY,INC. .......... 'icEJs `'�`. '_" BERTHA HVTM ., , ,� Accordion Shutter System H.Y.RABE#i W/OR W/4 KV.WINDOW MADE TILL(T TESTING & ENGINEERING COMPANY American Shutter Systems Y N DESCR PT ON DATE OPAWN BC FIl STATE OF ¢ 6335 rt.W.36th.St•St.30,NRCM WADENS.FLORM 331 Association, Inc. 1 OLD 11-192 4f13/Is OATS 4/13/15 Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroads Drive x ��' Zg" a-W!,GltecoeoW.eom DRAWING No Z���i�s'S�(1AJAl��```\�� wP11EIEBA0U6771ff jc P.E. West Palm Beach, F1 33407 4 1$y0 $ P.E. "N` LTr�ft51vSRE/DATE FLORIDA U.A 44167 s SHEET A 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3#3 MAXIMUM SHUTTER SPAN "L+" OR "L-" (ft.). FOR INSTALLATIONS W MAXIMUM SHUTTER SPAN "L+" IMUM SHUTTER. SPAN*`L+' / OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS INSTALLATION, IEGENQ CENTFRMATES.0 &®or or INSTALLATIONS W/ W SYMMETRI a1 NT CONCRETE & W/ ONE H.V. LOCK ® or ®or or �� -- - �. W000 PO TIV MAXIMUM SIGN RES SPAN FOR A GIVEN HD LOCK ®W/-NO LOCKING RODS or ONE HV LOCK or or 8c W/ ONE HV LOCKS MAPISORl' POSITIVE AS.D. DESIGN PRESSURE RATING. OR W NO LOCKING WALL A. B. C. D, E. M, N. 0, P, a, L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®&®W/ ONE HV "T' W/ NO LOCKING RODS ODS / MOUNTING F. K & L R. S, & V. A.S.D.DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS Q TOP & (SEE NOTES t tt) NNN333 (VALID FOR MOUNTING Q BOTTOM SEE NOTES tt SHEET 7) FLOOR/CEILING G. H, 1 11, U T. U. W & X W2ALL MOUNTINGS( TOPTO /B�OTTOM)INE ORI MUM SPAN FOR CONCRETE&WOOD OOR/CEIUNG: CONCRETE&WOOD INSTALLATIONSCONCRETE MOUNTING & M ASIX� ,�o p, I ONS ,uo.� INSTAUAIIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, Pfasmw WALL MOUNTING FLOOR/COLING PrESSIRE WAIL MOUNTING Pli£S-- - DETERMINE MAXIMUM SPAN 'L+•FROM SCHEDULE. MOUNTING PATPIC ZC RAIVtO FLOORICSUNG MGI NG taR {Iw.7 FLOOR/CEIUNO MOUNTING W�13 OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, {r DR} (r aR-) H,oOR' Au MOUNTING FT DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L t (III L-(ftj L+ (I� L-(ftl L+ (ft) L-(ft) L r {t() L-(flJ MAXIMUM SHUTTER SPAN 1+'OR'L-'FOR 30 OR LES 16'-0" JV_O' 16'-0' 15'-O' 30 }6'-0' 76'-0' 30 16'-O" i5'-0" 7ALLAlIONNTO WOOD SHALL BE UMfTED TO FINAL MAXIMUM ALLOWABLE SPAN lS EQUAL TO THE 5 psf.A.S.D.DDESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'Lt AND-L 35 14'-10' 14'-70' 15'-2' 16'-0" 35 14'-10' 14'-10' 35 15'-2" 16'-10" 40 13'-to' 73•-10' Ie-2• 15-2' 40 13'-I)' 13'-10' 44 14'-2' 15'-2' (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 '-7• 13'-1' 13'-4" 14'-3" 45 13'-1' 13'-7 45 13'-4' 14'-3' t HV CORNER CENTERMATE 113 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 0 t2'- 12'-5' 12'-$' 13'-7' 50 12'-5" 12•-5' 50 12'-3' 13"-7' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 71-10' 11-YO• 12'-1" 12'-11" 55 11'-10" 11'-10" 55 it'-1" 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE 60 11'-4' 11'-4' 11'-7" 12'-4' 60 1t'-4' 1t'-4' 60 t0'-2' 10-11' NOTE J5.SHEEr 5. RATING: 65 10'-10' 10'-10' 11'-1' 11'-11" 65 10'-10' 1D'-10• 65 9'-5" IV-1" DETERMINE:, 70 10'-6' 10'-6' 10-9' t t'-5' 70 10'-6' TO'-6' 70 8'-9" 9-4• LI+=MAX_SPAN FOR WALL MOUNTING INSTALLATIONS. Lx+=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-1" 10'--7' 10'-4' 11'-1" 75 10'-1'- f0'-t' 75 - 8'-9' '{"I!'EXCEPT THAT MAXIMUM SHURER SPAN'L+'OR INSTALLATIONS. 80 9'-10' W-10' 10'-0' 10'-9' 80 9'-10' 9'-10' 'L-'AND MAXIMUM ASD.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6" 9'-6' 1 0'-5" 85 9'-s' 9•-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3' 9'-5" 70'-I' 90 9'-3' 9'-3' S7VitL BE LIMITED AS FOLLOWS: DETERMINE- 95 ETERMINE 95 9'-0' 8'-9' 9'-2' W-10' 95 9'-0' W-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Lt--MAX,SPAN FOR WALL MOUNTING INSTALLATIONS. LIMITED TO +64,72 p.s_f.AND 8'-0"SPAN, SEE L2-=MAX.SPAN FOR FLOOR 100 8'-9' 8'-4' 9'-0" 9'-7" 100 8'-9" 8•-4' /CEILING MOUNTING MOUNTING MOON SHEET 7. INSTAUATIONS. toy a'-7- r-11' T3'-s" s•-4' 105 a•-7' r-st' 110 W-4' 7'-7' &-7" 9'-2" 110 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2' 7'-3' 8'-4' W-11' 115 W-2" 7'-3' MINIMUM Bow"N 1t+','L2+', 'Lt-•AND'U 120 W-0' W-11' $'-2" 6'-9" 120 W-D" 6'-11' SEPARATION TO GLASS SCHEDULE (4)CO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-$" 8`-0" 8'-5" 125 7'-10` 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8' 6'-5' T-tO' 8'-7' 730 7'-8' 6'-5• MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2' 7'-9' 7'-9' 135 T-7' W-2' WIND ZONE SPACING. 140 T-5' S'-11- 7'-7" r-s' 140 7'-5" s•-n• ASTM E-1996 SEPARATION 145 7'-3' 5"-9' 7'-5' T-3" 145 7'-3' S-9" TO GLASS 150 7'-2" 5-7' 7'-4" 7'-0" 150 7'-2" 5'-7" 155 T-0' 5'-5' T-2" 6'-!O' 155 T-O' S'-5' 1 THRU 3 •' 160 W-11' S-2' 7'-1' W-7' 160 6,_71• 5'-2' 165 W-10' 5'-1" 7'-0' W-4" 165 W-10' S'-7' 170 W-9' V-11' W-n' 6'-2' 170 W-9• 4•-17' /�q^�� `t J/ 175 6'-7' 4'-8" a-9" B'-0", 175 W-7' 4'-9• ) H • BLADE 1$0 6'-6' 4'-8' 6'-$` 5'-70' 1$0 6'-fi' 4'-8' `/ 185 6'-5' V-6' 6'-7' 5'-8" 185 6'-5" V-6' 190 6'-4" 4'-5' W-6 5-6' 190 W-4' 4'-5' 195 W-3' 4'-3' V-5' S'-5" 195 6'-3' 4'-3' 200 6'-2' 4'-2' W-4" 5-3" 200 W-2' 4'-2' 205 6'-i' 4'-1' 6'-3' 5-1' L205 6'-I" 4'-,• FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone it1UN11L7LNft!{ff ©2015 EASTERN METAL SUPPLY,INC. �,,•�� �A'TI�or'''% BERTHA HI `Ti L" E c+� �a A,��,`i■ ■/i■ Accordion Shutter System ,Q KV.BLADEADE#1 W/OR W/0 H.V.1WNDQW BADE I ''! _ :*.' TICCIT TESTING k ENGINEERING COMPANY American Shutter Systems Ey,N DESCREPnoN DATE DRAWN Br:MIaV.LG. 8355 N.W.36t.stn St.30.4,VIRGM GARDON.FLORVA Mist Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 ST)kltPhone:(305)871-IWO.Fu::(305)871-1531 4268 Westroods Drive 2 y e—moH:tatowtCoolcom DRAWING No O'.•FL tdC. ��� EH-00067 9 West Palm Beach, FL 33407 s (a\```J WALTEIL A.IILUT Jr.P.E. 4 15-085 EiJ`s �1G E/DATE n OR$1t ua a 44167 6 . " SHE t pp 141 6 1E1T OF 20 �� ••: .aPill LIlila: . . i :111 :�. :1 : � •: '• t . . • J111' .: .� :il •: h•:� :al :. .•' a.l MMOMMOMOM �mmm000vo mmmvodvo mmmvovoo mmmnooaoa mmmovvom onooano® mmmonnoommmoa000mmmnonvoa•mmoa000®mmnooanoonn0000 mmm0000m mmm"0"M"mm000000 mmmonnn©mmm000O0 O��OOOOm mmmoonnommmnm000mmmnononmmmoonn=mmmooto"noononono mmmoonoommmomnnnmmmon000mmmoovanmmmnovmnnonnoo®o MMM ninnonMMM voovnmmmnmnnommmnoo®ammmn000000nnonnn mmmnoo®ommmonnvommmonoonmmm000anmmmvono=onnno"Mm mmm0000Ammmonnnommm000vnmmmnooaammm000vanneannom mmmnnn®ammmvvnn®mmm0000c�mmmomaoommmom®onnonomoom mmmonnm�ammmonnommmmvoovommmoovonmmmonooann000noo ' mmmoamoommmnnn®ammmvonv©mmmov©oammmonoaonn0000©o mmmoonvommmnnoo®mmmonnoommmnnaoammmnnm=noononMEan mmmnom©ommmoon®ammmnnnoommmm000amm�mm©annonmmm©o mmmon®oommmnom®emmmoonvommmnvvanmmmnononnnnnnoam • mmmon©=ommmv000nmmmonm®mmmon®oanmmmomvanonno®mo© mmmon©aammmoor�onmmmonoo®mmmo©aaammmonmaaoonnno�a ®mmmonnoammmomm©nmmmnnmvommr�ma000mmnm©oonnnnmmo©a mmmandaommmovm©ammmvomoammmvo=oammmonv=noonnnomo ' mmmo®a=ommMononammmv000ammmmooanmmmomaaonnnnmoma mmmom�aammmo=oaommmonovnmmmoaaaammmmoaanonn0000a ®mmmom©oommmon®oammmonooammQ=oaaammommaoanno®®mon . mmmmmoaommmEan®oammmoom==mmmon=anmmmoo©oonnnnomo© ' mmm©ooa•ammmono=nmmmoomaemmm©aonammmv©aaaonoa®o mmmnnaaammm00000mmmoono=mmmo==anmmmmmoaoannmomaa mmmmmana mmmomaoammm0000a mmuaoaaa®mim©aaaa nom©©©on mmmm0=aC•mmmo®OOnm®mOnaan mmmmaaoa mmmomoao onnoomo© ' mmmo=anammmo®=nnmmmo®an=m®®==000m®®naaannn®n©ooa mmmnoaaommmQvanammmvonaammoaaaoammnmaaaaonnm®ooa ®mmm©m000mmmnm=aammmnoaoammoao=onmm®aaoaannmm®aaa mmm©mo=ommmomooammmonaaamm000aanmmmm©=aonnnnnmmo " mmmo==oammmn©oonmmmvoaaom�©=aaoe�m�omooannnom®moa mmo®©ooa mmmodo=a mmmonooa mmaoaaa mmmaoaoa Homo©aan ®mmvaoaoommmonaoommmo=aaa�naaoaan�n©aoaaononomaaa mmooaoaommmaoo=ammmaoo=nmmoaaooammm000aan000noma ' mmva0000mmm=onoommmooaoommaaooaommoaa=aonoomo©aa mmmnoaaommmaoaaammmoaaaammaaaaaammoaaaaaonommoan mmmaaaoammmaaaoammmaaaaomooaoaaamomno===on®®©ono ®mm®noon=mmm=noaommmnaao=mmooaoanmmm=aaa=nnnnnn©n ' KUM mmmOOmmnanaanmm0naaaO�mananaO�mmaaanODO®m�OOa HM Ulm 0 , � • . 0 , � �mmo=aooammonan=nmmnaao=nomooa==avmaoaa=onmmm©aaa _ mmo=nonamm==aa=ammnoonnomm000=anmm=oaoonnnoomm�n mmaoo==ommann=oomm=oo==ammoaoo=ono=a==non©n®ooa �1 � • � mmoonoaommaaoaonmm==onoawmmmm =omoaaa=anonmmaaaa Mmm=a0000mm=ono=nmm00000=v©0000aaonoaoannnno©nano • • mmmon==ammo==a=omnia=oaoamvo=oo=ommaoa=oonnon®ooa mv====nommann=oommonnnnom00000=anim==a=aonmoo©aaa m®oao==ommnoo=oomman=oan�voaooaa�na=aa=nnon000ao ®m=a===anm=aanannmaa0000=�aao==nomoo=ooaamm©n=oon moonn=aam=an=oonm=noonon®n0000=amoo=o=aononoomnn m==a==nam=no=noamoa==nnaunooa000v=aon000nomm©ooa mn=ooa=anion==n=amaoan=aomo==aaoomnanoo==nm©oaaea �m==non=om=nnao=oma===a==v=nn==anvn=on=nnommonoan m==ono=om===ononm=======moo==oonm===n=nnnnn®n©oaan • m=oo==aanion=o=onmon==nnmm�====anma=oa===omomaa moanaoaomaa==ooa m==on==o m==aoaaa moa=aaaaoomeaaao ;•i. ; ; �i o , MAXIMUM ANCHOR* SPACING 00) SCHEDULE FOR A GKMN MAX. H rLrER PAN_ SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASA DESIGN KEGADE (SFE MOUNTINGS F o,&H ON SHEETS 6&7)NG TYPE FOR CONCHE OR CONCREFE BL_ 1.ANCHORS TO SUBSTRATE SHALL-BE AS FOLLOWS: POURED D CONCREIPICONCIE3g HOCK .. .. POURED CONCRETE. - (A) TO EXISTING POURED CONCRETE(MI..Pc-3 ksl) l�WALL SILL MOUNTING ©CEJLING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(101X.Fc=3 ks) ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY.(Min.f•c=3 W) gOL9011ffSA1fYE PI+FSRTtE RATING0.OEM IOf+IiAE RiE RATINGDOMIOI:ONE Fl ROM - 7/4'0 BRIE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_(Min.f.=2 W) km 30140160 1.75190 112011601205 30 40 fA 75 90 120 160 205 30 40 601751901120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALT.POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION•INC_ 14 12 10 9 8 8 6 55 14 12 10 9 8 8 6 6 14112 10 9 B 8 6 6 THREADFORN TECHNOLOGY (Win.Fc=3 ksi) 3'-0' 14 12 f0 9 8 8 -a-T-6 14 72 10 9 8 8 6 6 14 12 10 9 B B 6 6 ALL POINTS SOLID-SEr OR LESS 14 12 10 9 8 B 6 6 14 1121101 9 8 8 6 6 14 12 f0 9 B 0 6 5 BLUE TAP'W/CAP NOTES: 14 12 fo e 6 8 8 7 14 12 10 9 8 8 6 6 14 12 10 9 B B 6 6 A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10 9 8 7 55 35 14 12 10, 9 8 B ti 6 14 12 10 B e B 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4•-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 0 6 6 14 12 10 9 B 6 6 55 14 12 1D 9 8 e 6 4 14 12 f0 9 8 e s 4S 14 12 10 9 e 6 4 35 A2)MINIMUM EIBEDMENr OF 1/4'0 x 3/4'/LLL POINTS SOLID-SEr ANCHORS SHALL BE'7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6 4.5 f4 12 10 9 8 8 s 55 14 12 10 9 8 8 6 4S INTO STUCCO SHALL BE PERMITTED.1/4'0-20 SS,MACHINE SCREW USED SHAD.BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 72 t0 9 75 55 3.5 - 14 12 10 9 B 8 s 5 14 12 10 9 8 7 5.5 4 4 SFE IIYI�ATIONS l)F USE FOR Y MINIMUM FOR WALLS WITH NO STUCCO. 14 12 70 9 8 B 6' -6 14 12 10 9 B 8 6 55 14 12 10 9 8 8 6 45 BLADE ON SNEEr t9 5•-()' 14 12 t0 9 8 7 4 - 14 12 10 9 8 8 5 3S 14 12 10 8 8S 5 35 3 0.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14' 12 10 9 B 7S 4.5 - 14 12 l0 9 B 8 6 45 14 12 10 9 B 6 4.5 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON to t219.517.5 6S 45 - - to 12 10 9 B 7S 5S 4 is 72 70 9 8 6 45 35 NOTES A1)&A2)ABOVE FOR INSTALLATIONS ON'VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0' 14 t2 10 9 8 8 6 - 14 12 10 9 B 8 6 5 14 12 70 9 a 6b •5 3S INSTALLATION INTO ETES WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7S 55 3 - 14 12 10 &S 7 55 4 3 14 12 8 BS SS 4 3 - - 14 12 10 S 8 5 - - 14 12 10 9 B 65 5 75 14 12 10 85 B 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 72 B 6,5 53 3 - - 14 12 10 9 6 6S 45 3.5 14 12 10 8 7 5 3S s - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.YBUBDEX. 14 72 to 9 8 8 - - 14 12 10 9 B . 5 4 14 12 10 9 7.515.5 4 3 - 1/4'0 x.3/4'ALL POINTS SOUD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 7'-0. 14 12 10 8 8 4 - - 14 12 9 75 6 7 3.5 - 14 12 7 SS 4S 35 - - -1/4'0 EWE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC- 74 12 70 85 7 4 - - 14 12 9 9 7S 55 4 - 74 12 9 7 75 45 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED B!POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 it 7 SS 4S - - 14 12 10 9 7S 55 4 - 14 12 9 7 6 45 3 - 8,-0. 74 12 10 B 8 6,5 - - 14 12 10 9 B 6 4 - 14 12 10 8 6S 5 3S - NOTES: 14 W 85 7 5.5 3 - - 14 12 8 6S 55 4 3 - 2S 95 6 5 4 3 - - B.1)MINIMUM EIBEOMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPOON 14 12 95 7.5 8 14 12 9.546.5 5 6 85 5 - 14 12 8 6 6S 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 as 5 3.5 - - - 14 12 10 8 as 5 - - 14 12 8 6.5 5 4 - 9,-D. 14 12 70 9 B - - 14 t2 10 B 75 4S - - 14 12 85 7 55 4 - - B.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENRRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.517.516 4 - 74 11 7 53 5' 3.5 - - 11 8 5.5 45 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 -BT-6Z 4S - - 14 12 BS _L.LS_ 4 - 14 10S 7 55 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.515.51 4 - - - - 14 12 9 7 6. 4.5 - - 14 11 7 5.5 45 3S - - ' 14 12 to 9 7S - - 14 12 10 6'65 5 - - 14 12 8 6 5 4 - - B.3)IN CASE T114T PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE IXISITNG WALL OR FLOOR. 10•-0 14 1 2 7 5 35 - - - 1319-516-515 4 3 - - t0 75 5 4 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE AGAIN STRUCTURE BEHIND SAID WALL FINISHES ANCHORAGE SHA L BE AS INDICATID ON 14 1t 7S 55 - - - - f4 11S 9, 6 5 4 - - 12.519.5 6 5 4 4 - - NOTES 8.1)&62)ABOVE FOR INSTALLATIONS ON VINYL.SIDING OR DFS LOTH DR WTIHOLIT METAL STUDS CONSULT TNIS ENGINEER. OS 8 5 - 14 12 8 65 55 4 - 13 10 85 5 4 3 - - FOR INSTALLATION INTO DFS WITH METAL STUDS SEE SHEET 20. 11•-0' 14 12 10 - - - - - 14 12 9 7 6 4,5 - - 14 1D5 7 55 4.513.5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALT.OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 25 95 5 - 12 9 8 4.5 4 3 9 7 45 3S 3 - - - 14 10 7 - - - - - 14 0.5 7 5.5 45 - - - 1.5 85 55 45 .75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSry1P FOR ANCHORS. 9.5 7 4S.- - - - - f4 715 7.5 6 5 - - - 12 9 6 4.5 4 - - - cnrF DR'1'AMGE VERSUS SPACING SCHEDULE FOR ANCHORS; 12'-0' 14 12 10 - - - - - 14 12 8 65 5S - - - 13 10 65 5 4 115 8.5 4.5 - it 8 as 4 35 - 8 6 4 3 - - - - MAXXMOM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 13S 95 6 - - - - - 13 9S 65 5 4 - - - 0.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 1OS 7 55 4.5 - - 11 85 5s 4.513S - _ _ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 12 - - - - - - 14 115 75 6 5 - - - 12 9 6 45 4 - FACTOR 13'-0' 05 8 - - - - - - 10 75 5 4 3 - - - 7.515-5 4 3 - - - - ACTUAL EDGE TAPCON TAPCON WITH.ADVANCED ALL POINT SOLD SET OWE TAP W/CAP TAPPER.t 25 as - - - - - - 12 9 6 4S 4 - - - ss 7 5 4 - - - - THREADFORM TECHNOLOGY MIN.SPACING 8 6 - - - - - 13 95 65 5 - - - - D.s 7s 5 4 - - - 1 HV BLADE OR DICTANCE - 14 12 - - - - - - 74 1oS 7 SS - - - - 17 BS 5.5 4S - _ _ ED. MIN.SPACING 3' MIN.SPACING-3' MIN.SPACING 3 1/2' MIN.SPACING= 3' 3 3/4' 4' 14'-0' 10 7.5 - - 9 7 4S 3S - - - - 7 ¢ 3b 3 _ _ _ _ 1 HV BLADE W POURED CONCCO B�& pOLM CoNaUE CONCRETE HDC( POUREcomD C BlOL'IXErE& CONCRETE POURED CBLOCKRETE&poURBo E[ONtIEIE BDaC - - - - - 11 a 5S aS - - - - 9 65 4.5 - - - - - 1 HV WINDOW MN Ea.3' MN F�.3 1/2'MH E0.=2 1/2' MIL EA.3 1 MN FA-3' M11 E:0.=3 t/Y MR EA.2 1/2' 7.5 - - - - - - - 12 9 6 - - - - - 9S 7 4.5 - - - - BLADE WORKING 3" 1.0 050 1.0 0.78 1.0 094 1.0 14 - - - - - - - 13.5 10 6.5 - - - - - OS 8 5 _ _ 15'-0' 9 - _ _ _ _ _ _ B5 65 4 - - - - - 6.5 5 3 - - - - - 2 1/2' - 0.81 1.0 0.67 1.0 1D - - Ds s s - - 65 5 a - _ IN UNISON ♦ 2' _ 0.71 - - - OST - 7 - _ _ _ _ _ - 1.5 BS 55 _ _ _ _ - 9 s5 45 _ - 1 3/4' - 0.43 - 14 _ _ _ _ _ _ - 2S 9.5 6 - - - - 10 7S 5 _ _ _ _ 0.35 - - - _ - 8 _ 8 8 4 - - 6 4.513 - 0.35 95 - - S. 7 5 - - 6 s 4 - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - - - t'�'•E�rp�ug1 J9�, ©2SUPPLY.INC. : ..... 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SHUTTERS NEGAThT ASD DESIGN PRESSURE RATING ANO A CORRESPONDING MOUNTING TYPE._ (SEE MOUNTINGS ON SHEETS 16&17). :EE3 U B :EE3 T F-_AT E SO ERN PIE No. SPRUCE PINE SPRUCE PINE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE'PINE FIR NORTH SPRUCE PINE FIR SOUTH 1/2^ MIN. CDX 2 W MIN.G=0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MON G--O.W/ W/ MIN. G=0.43 W MIN. G=0.36 MAXA SPAN(it) 1�1 L M NGS CEIIUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS B.O.WAIL MOUNTINGS B.O.WALL MOUNTINGS W & X W& X W & X P &0 S&V S&V S&V ®NSod flLS9R NW6 Wl NT971 t6GW,1 lama N6NG real 020DE RL34LE IgIXG(yridiL am ff"Mmawmm kmom leaxa REM Ialab IrLI am IF80N"w RFIYIS Nam OIL Ma IeaaNL ffma w66 M MM wex RF54a mm m "M M M OM INIG M M s®a ISE EEE¢MIS CQ 30 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 05 30 40 60175 90 05 30 40 60 75 90 OS -0'OR 2 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 B 6 6 6 6 6 6 12 W 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 iZ 12 12 12 12 12 12 12 12 10 1 9 8 8 6 6 6 6 6 5.5 12 19 10 9 8 8 6 6 6 6 6 5 12, 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0 12 0 10 9 8 6.5 6 6 6 6 5.5 4S 12 10 10 9 B 5 6 6 6 .5 5 4S 12 .10 10 9 6 3.5 6 6 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7'-0' 12 10 10 9 6.5 4 6 6 B .5 4.5 4 12 10 10 9 5 3 6 6 6 5 4 .5 12 10 10 7 .5 - 6 6 6 S 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 1210-t12 12 12 10.58 7S 8'-0' 12 70 10 7.5 4.5 3 6 6 6 5 4 3S 12 10 10 8 3.5 - 6 6 5 .5 3S 3 12 10 10 4 - - 8 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 11 9.5 12 12 iS 9 7.5 6S 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3S 3 12 10 9 4 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 11). 12 12 12 1. 9.5 85 12 12 10 8 6.5 5.5 10'-0' 12 10 7.5•4 - - 6 6 5 4 3 - 12 10 6 3 - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - - 12 12 12 W2O,12 12 12 0. 8.5 7.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - 66 4.5- - 12 10 4S- 6 5.5 3.5- - 12 10 - - - 6 .5 4 - - - 6 5 - - - - 12 12 12 12 12 12 9.5 8 7 12 12 8 6.5 .5 4S12'-0' 12 10 4S - - 6 6 4 - - 12 10 3.5- - 6 5 3.5- - 12 10 - - - - 6 5 3.5- - - 6 5 - - - - 12 12 12 12 12 11 8.5 7 6 113'-0' 1210 - 6 6 - 12 10 - - 6 4,5 - - - 12 7.5 - - - - 6 4.5 - - - - 6 4S - - - - 12 12 12 12 12 10 8 6.5 55 114-o' 12 10 - 6 5.5 - - - 12 7 .5 4.5 - 12 7 - - - - S 4.5 - - - - 6 3 - - - - 12 12 12 12 12 9S .5 6 4S15'-0� 12 - - - - - 6 - - 12 - - - - 5 - - 12 - - - - - 5 - - - - - 612 12 12 8.5 7 6 A12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 1. - - - - - 5 - - - - - 6 - - - - - 12 12 10. 12 12 8 6.5 5 3 l n HV BLADE OR n HV BLADE W/ ISA HV WINDOW BLADE WORKING IN UNISON® .6FE A110N6�0sE FIXi BIADE�ON SIEEf 19 }NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL FLOOR OR SOLID WOOD SOFFIT SHAH.BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-OSS(N.DS) -1/4'o TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.13UILDEX W/WNNIUM EMBEDMENT AS MOICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PLANE FIR NORM W/G-0.43(NDS) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE OR SOUTH W/G=0.36(NDS) -MW.1/2'COX PLYWOOD(1986 APA) 2 ANCHORS 7O HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF. LAG SCREWS AS PER NOS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPEaFlCADONS OF 7HE ANCHOWS MANUFACTURM FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM ��5����� Accordion Shutter System .' �1' E C® i N.. H.V.BLADE#T W/OR W/0 RV.WINDOW BLADE American Shutter Systems .N DE.SCRIPDoR DATE DRAWN BY: ML_ TILLJ7 TESTING & ENGINEERING COMPANY ALn a4167 ' 6355 N.W.36"SI.,S .305.VUW w GARDENS,FLORmA 3316 Association, Inc. , OLD tt-19z 4/13/15 DATA a/13/ts ••_-�C 4268 Westroads Drive z Phone:(305)871-1530.Fac:(305)871-1531 DRAWING No e d:tal o oaal.com West PGIm Beach, FL 33407 3 * Cc= EB-0006719 4 15-085 S1gra OF u, WALTER A.IILUT J,P.E. KA FA FIODDn U..$44167 6 S 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & a HV:♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE(!) ONLY SHALL WALL FINISH BE LIMITED TO 105.0 pst. A.S.% DESIGN PRESSURE RATING, SEE SHEET 19 FOR MAX SPAN & 1/4"0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIO WWITH BLADE 1 & A WORKING IN UNISON TAPCON WITH ADVANCED 1/4'0 TAPCON OR t; THREADFORM TECHNOLOGY +, W/ 1 1J2"Min.PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2"Min.PENETRATION OF THREADED AREA TO EXISTING 1 MN SEPARATIDN 1 OR t. EXISTING WOOD HEADER 's� WCD HEADER-(SEE SCHEDULE ON SHEET 15) I TO GLASS(SEE .''+„• 1 4"o-20x3 4'SS.MACHINE SOIEDU.E ON gT i (SEE SCHEDULE ON SHEET 15) (--11 FOR BLADE(D 18 SCREWS W/1/4"-20 NUTS I ON STET 19 RXt 1 OR�" Y Min. ® 12'O.C. EXISTING Ic— GLASS—E I I r n WArELL r z 1 OR N E FINISH I I n OPTIONAL . • ^ -�: WALL I ai FINISH 1 OR� DOSnNG MIN. I . 1 2'x4'WOOD 'I I UR(W1 IXISTING IN. HEADER REQUIRED 2"x4'WOOD 1/ TAPCON"o TAPCON OR TAPCON WITH ADVANCED 1 I ( HEADER REQUIRED _ 1 - Min,THREPENETADFORM TECHNON OFOLOGY W P1 1 TO 1/2- EXISTING I MO LASSSEPA(SEE I I 1 ( 1 EXISTING WOOD HEADER. GLASS--j TO Gly(� MIN.SEPARATION TO GLASS (SEE SCHEOULE ON SHEET 15) L—1 HASCHEDULEON mPED IXGLAS" (SEE SCHEDULE ON SHEET 11) I ON=19 F012 2k4"COM.SILL (SATES O& !A SHV WALL HEAD INSTALLATION OO V WALL I INSTALLATION MM HV LL HEADERI S LLAT N ,1� 1 I 1 MIN.SEPARATION TO GLASS ' ' 1 I (SEE SCHEDULE ON$HEEf 11) 1 EXISnNG 1 IXISTMG �—(SEE SCHEDULE ON SHEET 11) I E10511NC GLASS--1 /� NNNFFF---III MIN.SEPARATION TO CLASS GLf55� x G1A55—� WOOD PLATE+(�SCHEDULE ON SHEEP 11) I 1 1 1/4'0-20x3/4'S.S_ \ ]I MACHINE SC— REO'D. 1'�I'�'1'�II 1/4"0-20x3/4'S.S. \ I USING 1/4"-20 NUTS 1 I L--�•` • MACHINE SCREWS W/ I I 1 ® 12'O.C. < 'C"1/4'-20 NUTS �at,t I I I \ ” O.C. ® I :` "`•ti'% OR 1 1 OR® I 1 OR WOOD 2'x4'CM. II ® PLATE ( - iV 1'Min. REQ'D. ( v 1/4"0 TAPCON OR TAPCON WITH ADVANCED OR� \ THREADFORM TECHNOLOGY W/1 1/2" 2"x4"CONT. Min, PENETRATION OF THREADED AREA TO 1/4'0 TAPCN OR TAPCON WITH ADVANCED SILL PLATE EXISTING WOOD HEADER. THREADFORM TECHNOLOGY W/1/2" 7/4'0 TAPCON OR NOTE: REO'tl. (SEE SCHEDULE ON SHEET 15) Min.PQIEIRATION OF THREADED AREA INTO PLYWOOD 7APCON WITH ADVANCED t-SEE SHEEP 4 FOR TYPICAL WALL FINISH t SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4' 1/2 MIN.CD�]' THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. ( W/ 1/2•Min. PENETRATION OF 2-MOUNTING SECTIONS CAN BE PLYWOOD REQ•D. MIN.COX PLYWOOD REQ'0. STUDS®16'O.C.MA%. WAIL FINIS THREADED AREA INTO PLYSHEET 15)0 COMSUIT MD IN ANY WAY TO REO•D.PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) Burr ANr INSTALLATION. ®HV WALL SILL INSTALLATION ISTING MIN.2"x4'STUDS® 16'O.C.MAX.REQ'D. ATTACHED TO STUDS IN PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UMf[ATIONS OF U E OF ©HV WALL SILL INSTAL�J4TION F.B.C. BLADE�1g1 ON SHEEP 1�9 FLORIDA BUILDING CODE(bon High Velocity Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. A �rq� _T_ BERTHA HVTM /T, E C O In.,. , A � Accordion Shutter System ��,,//��yy{{,,{�� H.v.elaoE#1 w/CR w/o KV Wlrmaw RAE �!°.A TICCIT TESTING dt ENGINEERING COMPANY American Shutter Systems E,,R `DLscwPrloH OA1E DRAWN FK: M.L *'; •* 6135 N.W.J6tl,.6t.,SIe.305.VIRGPILA GARDENS.FLORIDA 3316 Association. Inc. 1 OLD 11-192 4/13/15 DA1e 4/13/15 Phono:(305)871-1530.Fox:(305)871-1531 4266 Westroads Drive 2 - DRAWING No oSTAILrtv` a-ma,WtecoGool.com West Palm Beach, FL 33407 3 �•'• J• P, CV, EB-0006719 4 15-085 ��pc'•., �ORlO•,.�� WALTER A.MU1T Jr.P.E.FLOR61A Lia 9 44167 5 SHEET P.E'� kfQNIA DATE 6 . 16 OF 20 uu ' o ` INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & (i 1 HV* BLADES (S APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BME(1�ONLY SH BEL TED 0 105.0 f. A.S.D. DESIGN- PRESSURE RATING SEE SHE 9 OR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON 1/4'0 TAPCON OR 4'x8'(Min.)EXISTING JE JEO 2 MIN. TAPCON WITH ADVANCED WOOD BEAM REQUIRED. EDGE(IF APPLICABLE) THREPDFORM TECHNOLOGY STRUCTURAL ADEQUACY W/1 1/2'Min.PENETRATION 1/4'0-20x3/4'S.S. OF EXISTING WOOD BEAM OF THREADED AREA TO 1• PHIWPS TRUSS HEAD TO BE CERTIFIED BY s'• BUSTING WOOD HEADER. MACHINE SCREWS EXISTING WOOD •� (SEE SCHEDULE ON SHEET 15) Min. REGISTERED ENGINEER OR EQ TRUSSES OR Al' W/1/4'^20 NUBS ARCHITECT PRIOR TO RAFTER O 24- 19 Et} O 12'O.C. SHUTTER INSTALLATION. 1/2' ' O.C.REQUIRED 1 OR 15 1/4'0 TAPCON OR EXISTING SOFFIT" TAPCON WITH ADVANCED 3/4'Max.THK. iN _257' THREAOFORM TECHNOLOGY l Max. W/t 1/2'Min.PENETRATION 14x3/4' 1'x4'x1/8'CONT.ALUM.TUBE OF THREADED AREA TO EQ Q I�OPTIO� EXISTING WOOD HfI ER. S.M.S. (6063-T6 ALLOY)RE �•�.I (SEE SCHEDULE ON SHEET 15) a 6'O.C. I © O EACH AF LAG SCREWS TO or 1© or 15 I 1 or 1 or 15 EACH KALIFS CR TRUSS. LOCATE LAG SCREWS A7 I I I NIDWIDiH OF EXISTING WOOD EI15nNG MIN 2x4• 1 I I MEMBER,(2'Min.NOMINAL (DLISnN6 HEADER REa'D I OPEN HOLE AT EACH WIDTH)W/2'Min. GLASS MIN.SEPARATION TO GLASS EXISfINO STUD TO ACCEPT PENETRATION OF THREADED 1 (SEE SCHEDULE ON SHEET 11) GLASS I 5/16'0 LAG SCREW {,�j AFLEA.VALID FOR I AT CENTER OF TUBE. jiB INSTALLATIONS WITH 72psf I �.E�xtalaN I IIILLINII MAX.A.S.D.DESIGN LOAD AND OS HV WALL HEADER INSTALLATION E STET oasnNc NN grAwKN INSTAW-OLLATION MAX.SPAN.O THIS I m UE O SH r GLASS 10 aASS(SEE INSTAUAnON IS ONLY VALID "'I 11 MIT RADE ORD • 16asnec ON�T I FOR WOOD W/MIN.SPECIFIC NOTES: I aruEm ®SHEET _(DOR ® ONSHsme:® 1 OR 1 11 RR ELADE ONO GRAVITY OF 0.50 AS DOUGLAS 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY (W OR OR SOUTHERN PINE No.2. 2-NOUNTING SECTIONS CAN BE CDMBINED OT HV CEILING INSTALLATION OR EQUAL U HV CEILING I STALLAT IN ANY WAY TO SUR ANY INSTALLATION. 10 MH SPARADM 1Q ORTO GLASS W �O 1 MIN MIN.SEPARATION TO GLASS ')nwR 9 OEm AM I SEPARATION GLASS I I 1 SEE SCHEDULE ON SHEET 11) � EXISTING I a1 9437 1S- ' ( cuss\ l RoasmAQ (STE sCHEDULE I I EXISIIN 1 ` i ON SHEET 11) I I Z 1 I I I I 1 I 8 I I L.00AnON I I EASTINC I 1 FINISH I I 1 4 O I 3/8 K S1Gx3/4'HEX LAS I I I 2'x6'MIN.WOOD 1 .ri<... Max. 6 + 7 s/a alit WASHER HEAD nx I DECK REQUIRED <� I SCREWS O 12'o.c (NO FINISH 2'x6•MIN.WOOD 1 OR ALLOWED) DECK REQUIRED(NO FINISH ALLOWED) 1 2' 1' OF EDGE OF DECK 19 EDGE OF DECK DECK IF IF APPLICABLE o IF APPLICABLE APPLICABLE 1/4'0-20x3/4•S.S. 1/4'0 TAPCON OR 1• PHIL TRUSS HEAD 2JII1. �J - TAPCON WITH ADVANCED MAn• MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED 51 x4'PLATE CONT. THREADFORM TECHNOLOGY W/1/4-20 NUTS MIN. THREADFORM TECHNOLOGY W/1 1/2•Min. 2•MIN. SILL W/1 1/2'Min.PENETRATION O 12'O.C. 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2' PENETRATION OF THREADED FiEQ D• - OF THREADED AREA TO TECHNOLOGY W/1 1/2•Min.PENETRATION OF THREADED AREA 70 OOSTING WOOD HEADER(SEE EMANG WOOD HEADER. AREA 70 WSTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) O SEE UN ATKINS OF USE FOR QX HV WALK—OVER INSTALLATION_ OV HV 'WALL SILL INSTALLATION B1AOE�o'SHEET 19WO HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone A:.'rk, '' O 2015 EASTEFLN METAL SUPPLY,INC. BERTHA HVTM :cam- Accordion Shutter System ■ ■ ■ ■ KV.BADE#1 W/OR W/O KV.WINDOWBlADE * *_ American Shutter Systems EV.w DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY 9•• AI�}• Association, Inc. i OLD 11-192 4/1s/1s DGE: 4/13/15 �Q sass N.W.tent SL.sm.305,v.Fox04%(305),1LOROA-153 sa16 4268 Westroads Drive z Phone:(305)8711530.Fax:(305)971-1571 DRAWING NO ��`�� a ma0:tilt-9-1— West Palm Beach, FL 33407 3 /ONAL vWALTER AEB-0TILUT d.P.E. 4 15-085 P.E. SEALS'&AYURE/DATE ��1 L 944767 6 SHEET OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2-a1•ION.WOOD STU65 RE11'0. 21,•Y111 W000 2'a,'10L STUDS REWD. WOOD STUDS1/410 TAPGON ZMOm SnAM � COS APPgp \ / AN010R O 8.OG \ / Os APR1O•elE) STLKS OR■/UK 1 \ / .. FlNSH RNSH \ / 1/7 PINEIRAl10N TO 1/2"C0.! E]YSTLYG GLASSY PLYWOOD IF NO E=ING GLASS DaSRNG GLASSi / camING OIASS SIUOS DOST. / \ 1/2•ra.xx� =00. / \ Art gPNwID1 uuL srnwiaN mGL ASS M :. .sn :+.'.. <, `.+s,>:^+.'F -is�'+. ,"`..� s roanuaNs�eEr _ 1O ase rL.^000. n�FOR BADE mivo SCEDUE a1 9fOT 1/16'33' 11 PTA 91AtEm'+O .. ^».• SCHOIEE 1/2" 101I�SHBLADEMANDOT 19 (�i�ulRSH 1/2-RMiwoo`o. .O1 ET n B ON�1919� (N SHEET 19 FO RAas®A6 PIATE( � 1/2 F"SN aADSO)&® I aAesO!a 1 •YM. AT OTHER 90E I — lIWI/2'SLS. r� EI/i1a•-7 016 O.0 11MI/2'SLS (0061-N LYM 1omHAlT 015 OG 4 (11 11Dal/7 SYS ro0i t W Vav vrmlys�ouuwl�cas ro 5 4 miHR soE av(/1 AT 1 OR®' SEE DEMIL z i0 1 OR SEE DEL x FOR 1 OR®� SQE m TRACKS CORODp TL •a 1 •®- SDE COHNECIDH TO -O-©OOa-60-®•®- TRACKS 9-411;©•To TRACKS -©®- O ®- O®-®®•®® E CO I 09 END CONNECTION DETAIL END CONNECTION DETAIL Q7 END CONNECTION DETAIL CUSTM •REauaan Drat RYt SPANS CREAM 1NIN 12•-0• 27a4'WN.WOOD 1/a'O T/PL9H ANCRORS /,•H TAPCON•WCIW s11ros REa W/1 1/2-IOL 1 w/1 1/z.uw. .16 f�sLs. lua EXSTING clnss--� FfX RNRON o I2-as PENES KRON o 12 D.e. TO G SS M 4 1 SEE L1MI�ATIONS OF USE FOR ��— t/7 MEN. SE�E W H q BLADE 1VA ON SHEEP 19 U�L 50'IRARi R 'JAN 11 CLAZ ON SHOT 19 FOR SaroHDE1FWIDW •f 1' S DAOEs(ID&O ----- ____ 1CH�19t9 1/2 16t/ D aAofsdte .e ----- (D o 5 x X, YT/N. ( OR . 4. 4 B OR®OR�OR l1. © ® ® ® VIEW Y .0.©.Q.,fQ�.�®.®- YYILL fadSf 2'a<•UK 1000 SH �•®-©•Q�--D•®- STUDS RD1'D. fiNw6N •®-©•vim-©•®- PLAN WALL Q DETAIL X END CONNECTION DETAIL © END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \\\\\\`111 1110413„r///// ©2015 EASTERN METAL SUPPLY.INC. CEN A......TT���/� BERTHA HVTM _ /T1 L ECO INC. A.S.S■A■ Accordion Shutter System KV.aaDE#t w/OR w/o KV.w,rooW BLADE Ifl3 /J`•. = TILLIT TESTING k ENGINEERING COMPANY American Shutter Systems •N DESCRIPTION DATE DRAWN ETY: M.L. �t Association. Inc. 1 OLD a-192 4/13/15 DAm 4/13/15 ' TATE OF �''N•w'36th.St_St..3115.VIRGINIA GARDENS.Ru1DA 3316 4268 westroadS IVe 2 O'• F Ph..:(305)871-1530.FSK:(305)871-1531 1DnDRAWING No �� • KORO' Q .�- °-.Wl:tatato0ad.wR West Palm Beach, FL 33407 3 15-085 /D•......w;': \\� ®-0008716 4 c` WALTER A TILUr Jr.P.E. A,, NA ` \\ F1ARnA Eia P 44167 s SHEET P.E. Ldbb `URE/DATE D 18 OF 20 o (pA}� �TApl'.;r•©°t® GENERAL LMffATI0N5 AND GOND111QNS OFVWORIQNG USE FOR BERTHA A G ®•® Y Y Y � .. 1.MNL A.S.D.DESIGN PRESSURE RATING+110.- 110 ps.f. 2.MAX SHUTTER SPAN:96' 3.ALLOWED MOUNTINGS A D.G&H ON SHEETS 6.7.'AS WELL,AS MOUNTINGS M.O.T.U&W ON SHEETS 15&17. Z RLY CENTEPoM7E5 2 (BOTH IN �4 OR 2p ARE ALL WITH 1 5 pOH( Y p0� 5 YOUf,(55)MUST B INCLUDED ONLY AT DMIOR ACCESS SIDE O O 1 CENIFRMA 7YP.EA.END0- 0 • • • 5.(A)11V WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIM 9 OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MAX.5�%RNDOWS n • • ♦ ♦ ♦ • (B)MIN.CLEARANCE FRW TOP R BDTIOM EDGE OF HV WINDOW BLADE • OF ANY S6 HOLE FOR V SHALL BE 12'. ALLOWEFLV •WINDOWE ®� (C)FIRST.OR VK^T BLADE COMING OUT FROM STAfETFRS AT ENDS MAY BE HV WINDOW BLADE 1§ (0)HV WINDOW BLADE 1 WIDJK BE USED ALTETNNAIE 10 A SCUD HV BLADED THROUGHOUT SHUffFR'S WIDTH. ♦ . ♦ • ♦ • . ' . . . (E7 C 9LIL ALWAYS BE INSTALLED ADJACENT TO A SOLID FIV .i �. BLADE 1 AT ETEEN.SIDE OF THEM. SEE END $ THE POLYCARBONATE FEY INNIO SHALL BE INSTALLED SO TF(B9 TABS BE CONNECTION • • • ♦ THE I INSTALLED R OF,THE DCKEDOPENING BLANC PROTECTED.HV WINDOW E BY S DETAILS ON SHEETS ONLY NSTAUID AND LOCKED USING A ITV BELTING 700E PROVIDED BY ASSA 10& 16 TVP. p;b£ INC. FULLHEIGIR. ; 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLARONS INTO WOOD FRAME 1 1 t1gS1�R BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 2 P PS 1&2 ABOVE). b�.�..n 7.SEE ANCHOR SPACING SCHEDULE FOR NSALLIRONS INTO POURED CONCRETEOR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). B.MINIMUM SEPARATION TO CLASSSCHEDULE.PER ASTM E-1996: rI 11111 0 H (TYP TOP&SEE PLAN fBOTTON OR UIREMENTS) W ' ®� ^ a� WIND ZONE MINIMUM SEPARATION TO GLASS -LIMITED WD111 1 TIM 3 1• ELEVATIONMN.SEP`�10N ND GLASS 4 szs- EXIS ING GLASS SEE h °F ON SLEET 11 FOR a ---� 0.^ID � ON THIS SHEET FORHAOE50& __---_______________ _________j �— _______________ 5 A 1 TVP. 1 \ 4 TVP. SYM2 UR SCENTERMA7FS zt ® (u° W/O (sEE NOTE 4 AEOV� 4' /+ TYPICAL M HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* ���--- N.T.S. FLORIDA BUILDING CODE(Mon Nigh Velocity Hurricane Zone A11AgLHLI111U11fJYry @ 2015 EASTERN ACETAL SUPPLY.INC. BERTHA HVTM �������� Accordion Shutter System _ KV.IXAM#1 W/OR W/o H.v WINDOW BLADE *:• �/ /�� :*.= TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EY. DTSfRIPI10N DALE DAWN BY. M.L.a' S7A7F - 5155 N0.36M.fiL,st°•306.MGM GARDENS,ELaaw a„ AssociationD -192 4/13/15 DATE: 4/13/15 . Inc.. 1 O 11 ' �F—$� Pnma:(305)671-1530.F:(3a5)871-1631 4268 Westroads Drive .2 DRAWING No O'•. F °- esea .1:UH-0-1— Wt Palm Bch, FL 33407 3 .��F �ORIOt` •�� rB-Daa6719 4 15-085 LS'S+''•••••••••�j\`�. WALTER A MLLrr Jr.P.E P.E�'A36q FLORIDAU.ug 44167 6 SHEET �9 O E/DATE OF 20 R • r. ........... IONS W/ HV BLADE & HV CENTERMATES /MG"x 1 1/2 INSTALLATIONS 1 TM A =E 4o bT As • -6w=E 4o 083' Mtn.G-60 CATV. 3A INTO WALLS METAL STUDS AT Ir"O.C. -,------METAL STUD a 6"o.c. 40 41 4�0 f t/2- .475' ONS AND CONDITIONS OF USE IALUMINUM/A"g NOMINAL YE GENERAL LIMI FOR BERTHA(1)IN BLADE ACCORDION SHUTTER 6063-T5 ALLOY 13/4-x 6 1/4-x O.OW THICK Mi.I 43C 430 n COW GALV STEEL TRACK CHANNEL a 6-O.C. 06' C. SYSTEM INSTALLATION TO METAL STUD WALLS SEPARATION TO CLASS SCHEDULE 3 ODO' ASTM A-657 OWE 40 Mi..C-60 GALVANOOD FASTENED 70 STUDS T W1(2)16.1/2'TEK SCREWS ON DUSTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) INTERIOR&EXTERIOR FACE AS APPLICABLE 01 2. MAX: SHUTTER SPAN: 84" MIND ZONE MIN(MUM. ASM E-1906 SEPARATION (43.)LENGTH MIN.SEPARATION D MOUNTING: MS ON THIS SHEET. TO GLASS EXISTING GLASS—' 3. ALLOWED TO GLASS /4"0-20X3-_80LT (SEE SCHEDULE) 4. ONLYAENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED 1 THRU 3 1 MUST PENETRATE e I" WITH Vl ARRANGED(�A METRICAL LAYOUT. USE OF (2)n35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 4' R3 13/4N 6 1/4'x 0.035'THICK M' EXISTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF APPLICABLE .250-- r _.050, M A-653 CRADE 40 Min.G- FASTENED TO STUDS GALV STEM TRACK CHANNEL CENTERMATE. r..112-TEX ON 43a �T- (2) INTERIOR O&EXTERIOR FACE 01 0 6,O.C. 1/.0-20 THREADS -0 ELCO CONSTRUCTION BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/4' I UA. d g . ..... 8 SION WITH PRODUCTS FAB-LOK HD 1/2� 12 CENTERMATE APPLICATION BLADE(D %6. 1 1)2.ASTM A- x 0.035'THICK653ME 0 6" O.C. COMPONENTS . 1. M C-60 GALV. IS SCALE 3/8-- 1- METAL STUDS AT,IS"D.C. WALL HEADER ILL INSTALLATION NO FINISH AS APPLICABLE TOP&BOTTOM) VA 3 4 x 6 1 4 .035 IC in. GAIJV STEEL TRACK CHANNEL. 7 -60 ——————————d= ExisnNG GLASS A-653 GRADE 40 MI-G rALVANIZED FASTENED TO STUDS W/(2)16.1/2'TEK SCREWS ON ill-S SYMMETRYCAL SYMMETRYCAL miN.•SEPARATION; INTERIOR&EXTERIOR FACE TO 3'.Al TO G 2' ':"'CENTERMATES 1 1 CENTERMATES W/ SCHEDU A-- SIDE-,` XTERIOR ACCESS SIDE::� INTERIOR 6'MR.) (6'Min.) __—_�24 W/ j 2)42 21 21 21 LOCATED AT 1 HV HEADER/SILL DS --------- VIEWY Orr \-4-4 C)(6-Min.) SIDE CONNECTION TO TRACK 4 3 1/4'(Typ.)—6 1/2"(Typ.) 7"It!::1 y —7 6 1/2"MAX.SLACK (Cont.) BVB 13LADE SACK HVE tLVC FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone`j1,111111111111 �7A ) 0 2015 EASTERN METAL SUPPLY,INC. ?L BERTHA HVTM Accordion Shutter System A.S.SAIIIII 4 H.V.RADE#1 W1 OR W/O RV.WINDOW BLADE American Shutter SystemsDESC iEV.W TILLIT TESTING ENGINEERING COMPANY 0 RIPTION DATE DRAWN 81: M.L 1 5 Assoclation, Inc. I LD. 1-192 4/13/,5 DATE- 4/13/15 6355 NW.38"St.Ste.I=.v m GARpMs'FLOPMA 3316(• Ph 15 N, (305)871- 30.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No _ij:tijt_.Q_L_. West Palm Beach, FL 33407 3 t, 15-085 :I EB-0006719 ......... WALTER A.TlLLrr Jr.P.E. 4 FLORIDA Lf.1 44167 5 SHEET DATE 6 20 OF 20 A,