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Building Permit Application
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: in b_-009 Building Permit Application JUN 5 Planning and Development Services Lucie Goesnbl 1Ti i� , FLBuilding and Code Regulation Division St. LLucie 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential )e PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line Address:��`"tl e—cs'dit+td!r1�jt1� c Zr �jor�.l.►1/ l✓C#t 1�� .3y`3/S"Z Legal Description: 1. X-C �✓C r-L �• !`Af+�.✓ /p4w1 1,01.3-C 0,C l 4- rZ- 9_r7.� Property Tax ID#: 311,24 '-7 0 3 o o V9 -o o d - Q Lot No. J._ Site Plan Name: Block No. Project Name:.,-Zd&740_4_ Setbacks Front Back: Right Side: Left Side: wilimpm Additional work to be nertormed under this permit-check a appy: HVAC Gas Tank Gas Piping 5_1 Shutters Q Windows/Doors Sprinklers Generator Roof Electric �Plumbing Total Sq.Ft of Construction: SQ. Ft.of First Floor: a� Cost of construction:$ ��� Utilities: Sewer Septic Building Height: .Z- -/ Name &fA dh Name: ,f <I ,� ) e Address: 2-d .1' t?C company: CoG��•ct�S�� City: /r l J t-C►t State: Fl Address: &&76' ea4i,c Zip Code:j-e/ 5-2- Fax: AeAA City: /Y State: Phone No. Zip Code: Jy9 Z( Fax:7 22h!�C 6zPS.f E-Mail: Phone No. 7 7.2-4/6"/--X116' Fill in fee simple Title Holder on next page(if different E-Mail: 7-o oi- ,f kZ tG a>61plwo..Go...-► from the Owner listed above) State or County License:cce-t,3 ilc4 no If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. L DESIGN ER/ENGINEER: Not Applicable MORTGAGE COMPANY: Not Applicable Name: MORTGAGE Name: Name: Address: 7Address: 4 City: 0ev State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: —Not Applicable Name: Name: Address: z&30 Address. 1109 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 authorlze'the permit-holder-to build the,subjectstructure which is in conflict with any applicable'Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review.your deed for any restrictions.which may apply. In consideration ofthe gran'ting*bf-th.is requested'permit,I do hereby I I will,in all re-spects,p.erform 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 your Notice of Commencement. ignafure of Ow'h6r/Lessee/Agent Wature of Co ntractor/Li cen se.Holder STATE OF FLORIDASTATE OF FLORIDA COUNTY OF— 4. COUNTY OF The forgoing instrument was acknowledged�efore me The forgoing instrument was acknowledged before me this5 day of NlioF, 20 Mby this day of Vt 20 �by t In owq,�, (?)Icj A h CD nA b47, (Name of person acknowledging) (Name of person acknowledging U_AA (Signature of Notary Pu-51ic-Sfafe of Florida) (Signature of Notary Public-State'of Florida Personally Known OR Produced Identification t/ Personally Known OR Prodtxed Identification Type of Identification Produced Type of Identification Produced Commission No. I (SqQAREN S. NIELSEIN mission No.- (Seal) N,, Commission 4 FF 1156 -KAREN-S. NII?LSE'N* My Commission Expirc June 12, 2018 pires 'June 12, 2018 Revised 07/15/2014 My Commission Ex REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER ' REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE i JOSEPH E.- SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY _ FILE # 4315937 OR BOOK 4004 PAGE 981 , Recorded 06/05/2017 02:38:27 PM JUN 5 20V NOTICE OF COMMI;NCEMM]: FEi RMTTIP9G Permit Na St. Lucie Count, FL PlrogertyTax lDNo. 3��e�ry-�� ^ 0 l9'aoD- (7 State of Florida,County of St Lade The Undersigned hereby gives notice that improvement will be made to certain real property,pad is accordance with Chapter 713,Florida Statutes,the following Information Is provided is this Nodoe of Commeacemeat Legal Description of property and address ifav liable 144 14/6')4: EtrJx lel elt/owl ,t S General description of Improvements/ e� 6 � /�elf. ✓� .� �� M°�"t Owner/lessee �aL.1 .6: l &gV7 Address A Ji n 4)v- .cl. 3 V SL Interest In property: 0ww C/ Fee Simple Title bo714 other than owner) ^` U Address Contractor//Cca5 Q s S' Phone# 7 z-370 - 3y Address 6 3 C S L Le; Fax# Surety Phone# N" W t® Address Fox# °- Amount of Bond =U Leader ,l�f,Q. Phone Address Fox# LU a or")Parsons within the Stateof Florida d edpated by Owner upon whom aotices or other documents maybe served�s�r u' by Section 723.13(a)7.,Florida Statues: 'L u' Z Name Nam . Phone# O U , W� Address Fax# �_►_=__� m 0 In addition to hlmselt;Owner desigaates of Phone# Fax# to receive a copy oftheLtesor's Notice as provided is Section 713.13(1)(b),Florida Statutes. Expiration date ofaodee of commencement is one year from tate date of reeordiag unless a dMerest date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AF'T'ER TIDE EXPIRATION OF TBE NOTICE OF C0hQ4ENCWRNT ARE CONSLDEPM DlpROM PAYMENTS UbIDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR WROMAEMS TO YOUR PROPERTY. A-IOrI•j E OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SrfE BEFORE TRE FUM LNSFEC UON.IF YOU UMM TOOBTAIN FINANCING, CONSULT WITTi YOUR LENDIM OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCMEM. P�e� Sinead Dominick _°Ns State of Florida OrmtdLesav,"GvmeesorLessedsAstborbeaOmoedDhvcto/PubQ/MmardUparire *MY COMMISSION#FF 24467 V\42 o►Fc Expires:June 3,2017 Sipatmy'sTI ( tune Lo- State of Florida,County ofJt e- max r Acknowledged before me this - ay o O V4 20i-) .by who is persoaaW known tome or ho has produced C i A �}�� as tdentitfcafion. SAAN�— l C Signature of Notary Type or Print Name of Notary (Seal) Title:NotarvPublic Commission Number_ F .� � �`., .�i� �i Coastal Shutters And Stuff (772) 335-9198 Port St. Lucie License#SM 31151508 (772) 461-2116 Fort Pierce Mr-tR-1r'j't/'1 �wr.� j ala�'�D17 Cyt v' r+ �,�,»1,4e, 4e-c CUSTOMER'S NAME PRODUCT 04dfl '�(� w`-7 74, �/ LAYOUT SHEET JUM 5 26V PEP1,701-Mi G St. Lude Gounb, FL x w \C7? Ilz 44F X'q file/ t - off' E'X� ,ltr c �,►n✓/ t 0 '-�G d During installation we must have access,in and I ACKNOWLEDGE AND UNDERSTAND THE ABOVE out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. 4USTO R's Io Re ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 JUN p PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE S►. Lucite ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: L4 0 s ��✓� NOA or FL# ADDRESS 2 S 6, h � � C ?v NOA or FL# CITY/STATE a� f ! / NOA or FL# CLADDING TYPE: "f-1 C p 9.t L'c. e �`• NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vu/t) 160 ROLL,DOWNS, WINDOWS, MULLIONS, toIlNaEsl ; WNdSE �. vase , _ EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS ENCLOSED BUILDING GCPi= +0.18 <=10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE (ZONE 4+5) 41.0 22 ; 39.2 36.7 ig,�,I, NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 °3 ` -47.948xs -45.2a � NEGATIVE PRESSURE (END ZONE 5) 1 -61. ,"3' 3 - 57.5 .3x' -52.0 � � PARTIALLY ENCLOSED BUILDING GCPi=±0:55 <=10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE4+5 ZONE Z ( ) 53.9 , . �� 5 52.0 Q����'f� a� 49.6 NEGATIVE PRESSURE (INTERIOR ZONE 4) -64.4 ;r-� 6 � -62.37., -59.63 �8��� � K NEGATIVE PRESSURE (END ZONES) -76.1 ;± -72.0 43; -66:5 = &;5� r` g, LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 tO P1 pN P_ANE�-S S G ER OR R Q S SQI.T SPRO # R UTSE SNU BHT SHSPAN E � • Et►11NG 512E S yUt . ht � - S1,{UTTE� 63 35 .� 5� 3 ✓ Of/ 5- 1-10 ,Z q q S 53 7 �`�14�► 6 82- t ' d6 - S 7/20/2015 Florida Building Code Online "jx( t f-rep" BCIS Home r Log In i User Registration Hot Topics ; Submit Surcharge Stats&Facts i Publications i FBC Staff i' BCIS Site Map ( Links ! Search 3 Businessr� EPubApproval }rV essw`ad � USER: liUser Regulation !� Product Aooroyal Menu>Product or Application Search>Application List>Application Detail u d * FL# FL389-R8 v ct F 7 Application Type Revision gg ppj 0�p Code Version 2014 UC Application Status Approved C A i�1;i�,Flf'i1 TTl i`.f r± St. Lucie Ceu;i � F, Comments Archived Product Manufacturer American Shutter Systems Association, Inc.. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida_Engineer or Architect Name who 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 r 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 http:/fwww.#oridabLdiding.orgtpr/pr app o.aspx?param=wGE\XCcwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d 112 7/2012015 Florida Building Code Online 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 Description hF.-L—# --- —Model—,_Nu—mberor Na_m__e-_--'___-—De—sc 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ) -Drwg 15-086 (top and bottom)for storm protection I—Limits ofUse ------ Installation Instructions Approved for use in HVHZ: No FL389 R8 IT A,S.S,A. INC, DRWG.15-086,r)d 11 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 FI R8 AE A.S.S.A. INC. P.E.R. DRWG.15-086_j)df positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'w-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.ASO 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 11 A.S.S.A. INC_DRWG.15-085.od I 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,od p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade, W-13"for +64, 1-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 IBertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COME COMBO--(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection i Limits of Use Installation Instructions Approved for use In HVHZ: No FL389 RS IIA.S.S.A. INC. DRWG.15-084.pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'w-()"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 Contact Us;: 1940 North Monroe 5treet,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 emalls 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: FO ER M httpJAwAv.floridabLildirig.&glpr/pr--�app_A.aspx?param=wGE\/XQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 2t2 is' JUN 0 5 2016 St Lucie County fL {( GENERAL NOTES: I'6U CODE'Df4��RO10�N ITER IS WN T"BeMOM�T Mpl VEt. 1Y P.E0. YFIEFIEif PDH 0011PI1NiCE M ACCORDANCE VMRH 71E 2014(5fA EDIf1U�OF liE itCPoW -`�-��+ zoom OMM WIND LOAM SI LLL BE OETERNINED AS PER SLCMfM IH ION W THE AWE 4NNDE.�D COFOR A WSIC MEOUf ND SPEED Rw By THE 41INVICRON WHERE SHUTTER MRL TABLE ftCONTENTS BE INSDALHED WIN A OILBCTiONA M FACTOR K4-0.60.USM ASCE 7-10 FOR NSTREATION8 Www IOU(Se/Off")FDC AND SHAIL NOT EXCEED THE WTIfdRAM(ASA:) OeMM PRE 9M RATINGS NVICUM ON SIE 1 12 IHM 17.24 20.26 A 260 dRCI t• 6N ORDER TO VIM THE ABOVE COI ION,UL79M OEM WHO LOADS DETERMINED PER ASCE 7-10 SIWL 8E FM REDUCED ASIX ADESIGN WINO LOAM - - - HV BLABB(-IS&0 1Tf UULwLYRAO THEN By a6 N OROFRTo COWARE THESE W/MAX.(ASO)OMM PRLSSIIRE RAIM MWED ON SIMM 12 TRW 17 23.20.26&284 6ENFRlU.NOTES SHEET i IN ORDER TOYWV TINT ATN7i0R8 ON THIS P.EO..AS TESRp,WORE NOT OVUkSiRESS06 A 33 X 29t4 M N AILOM'AME LOADS FOR TIDO EOADS WAS HDY USID IN THEN ARALM Off" SYSTfl1 COiIPOMENIS 1-11 SHEEII 2 H.V ACCgtpttE SHUTTER SYSTEMS ADEQUACY FOR WIND D URGE IM IMPACT LARD HAS 0031 VEWW N ACCORDANCE WITH SECIIOH IMA OF INE ABOVE WNID 4W CODE As PER ATL swmm COi�PQR€(NDS 21 0 SHEET 3 REFORM -HHV BIADE 1Q10214At-O3,1071601-W./IODI.DI-00./1214.01-d0.10317.02-00.106WO1-10 AND 0021UI•-ll AS PER T/3 201.TAs'202 AND TAS 203 PROMOOL& ���' ASSEMBLY WO SIIFET 4 -HN WINDOW BLADE Q)JOW5.01-66 AS TFS tot.202&203 PMOOMS AHED O723A1-Ce AS PER TAS 202 PRO)OCOI. ARTA 2! F(V Bl'AIDE M AND IN WMQM RI_Al'1F'(� -EAI S ADEO10N21AI-0e AS PER TAS 201.TAS M AND US M PROMCO S. TYPICAL SlturlER�QmmN&WES ON LOCKS SHEET t1 2.HV BuAOEomm TN BIAOE�1}AJiE 133tONETM TO WORK N tMON WITH EACH OMM IN AM$NI RE THE DESIG I PRSURES TRW=ON FROM 070 WHE a TO MUM ZONE 4.EACH INSTALLATION OETMS A.-F,.OONCIM/RM SmT e MWO ZONE WSI BE ClFAR1.Y 10FT111FTM W ACCOWARCE EMM CIMPIER 3%OF ASCE 7-10 SIANOARI:AL MOERRND CONDITIONS AND FAMENER TI'PES sp1EDUEFS MM BE APFMIFD tO THE INSTAI AT1ON WAS F-(,.ITONCRIiF MCK SHEET 7 CORRL^BPONOW WM ZOLL THIS SRNL NOMIOE RD]UWRENHS FOR MEL sEFAN110H 10 WASE•OMURATt41H OF WIND ZOM 4 AO e u ORT.AS WIJOETY OF CORPONENFS FOR W BLWE I CENTIO ATE DUMB W SNEET B &2 ACCORDION SNHTERS SYSTEMS FOB EITHER WINO ZOHs S M BE PREPARED AND C1R NM BY A FLOSIOA RE IRMED EICEESR OR ARCHIELT B!S[l!QN FlU1E"CONAGURA ION AND ASCE 7-10 SWNRAADA Me SHALL BEVWM TO THE BUROW CIFICUL AT THE TWE PERU IS AFMED FOR CEl1MUUYE ALifR!MM DETARSw SHIT B HP/BLADE t1 ND tM T6lgOW BLADE V?""KgHCNEEmTO MOWS N wmH YOM EACH amitt VWM THE Wam tRAEAnOHS AO CONDITIONS OF USE ttR1NTNA ID ON SEELY 2& CENTERMRTB DETAILS IEE SHEET 10 �{ + _ END CMtHECTMkH DEEMS 1-6.C4E7tBTf/U= SHEET it J'SIRES STAVM,Fris SOWS YYEM�I YtLD SEWRCIIE A!O 160 EuT lETW1E SIRETIBEH.PHOS WbIWL BE IXMIED M7D1 BEIRIN MI118 Aiid IE7E A¢Amomm M WOI6EUY SPA)7ABIL5 �SIiEfF 12 LNRIQEO ANCHOR SCHiM E-CONCRETE as= SHEET t3 APPIEOUFD C0tiN0 APPUGTOAs.RFJ;ISIERED YAM AMET6O'IH SIIAIFR SISIEILS ASSOCNTDlL PINS IeNST[!F/R THE 14/ ON TFIFlR READ. ANCHOR'BCFEO) -CONCREM&BLOCK SHEET 14 4.AL ARW 7W tXIRU90N3 SNALL BE AWNUASSANCHOR N OC EON MOV ANO TEMPER AS EWAM ON SHEM 2 AND I ICiWM YIELD SIREEWM FOR W83-TO ATAT/IS 31.7 WAND 36.7 Hol LE�EEE R &BACK FOR AEO'T SHEET 16 6003"N ANCHOR SCEIEBUEE-WOOD SLEET 16 3.ALL SCREWSro D@��S STEEL 304 OR 316 MISE SERFS OR CORROSION R£SWANT COATED CARBON STEEL AS PER ON mme WTII 30 kd WL YMTD SIREHOTH AND 00 Hai NET.TOME ANCHOR SCH MOLE-Yid SHEET 17 STRENGTH&SIW.t.COMPLY W1 FLOWER BIIHOJO CODE SEC ION 2411.3.3.4. INSTAtllOHON DETAES M-R.\YtlaD StEtT i6 6.OOEis TO K ASEM A-507 QALVA ED STEEL.OR MIST 304 OR 316 SORES SEANIES4 sTEt1.WEER 33 Ed MMW VELD STROM E. IRSIXUATION DETAILS$-7E.WOOD SPELT 1D 7.sEE THE fmma mm FOR ANCHOR wowwraa HV otmQ SJs14.t3.t6.i7&2610 Ertl CONNECTION WARS 7-12&1.Y1000 SHEET 20 1d BTADE '26. IN MADE40&0 WORKING,N UNISON:13.14&18 AM 3., W BLADE 9b ONLY 6.THIS SIS K�JEY RIO SHAUN SYSTEM WARS A US PATENT J#6'7"M2.COMPONEM OF Rio APPIVAL ARE H WHOLE OR N PMt BY V.4.PATENT(5'468,17.ISSUED TO TYPICAL StLHtm ETEVAM&ROES ON LOCKS SHEET 2/ FELL YRFSFAIATTON OUALS Ak-,M.CONIRLTE SHM 22 B.IT 9WL EEE THE RFSFONsom OF THE cOEEEP. mR TD YIAiY THE SOVNONFSS OF TSE PRUC IM WHERE SHUTTER W TO BE ATTAgRD TO 0WRE PROPER ANCHORAGE CONTRACTOR TO CiNFESSIA E DETAILS NO SHPT 23 SM/CAOI(ALL 9WM COMPONENT EDGES WICK REMAIN,THREE FASEERENS N CONi101OU8 CONTACT WITH THE 0""TO PREVENT WNO/RAN WRIMM ENO COWNECOON WAILS 1-6&Y CONCRETE/BWCK s1EEr 24 Haim SPAN INX S SHF£T 25 SO.W N D C BEIM AND EASEL IAV ALL PLACE NO YWEWN4 HGQiTT DUEOEW PfR1006 OF titlRltIC1NHE\W/JUIIIOS iLOUE OWNER.TEIINHL OR OTHERS,tfUST PFiOPffe.Y gDSE ALL ANCHOR SCHtBER$CONCRETE SHEET 26 EN AND UO CDITRtMATfS AHD FNCAOE OR lAtl(111 FIV AND FO IOCH6. '11.SHATTER 1REEUFACNRFAS EASM 9WL BE LIDCATEO 0"A RFAMY VISIBLE LOCATEOB AT ACME 5MEETER N ACCOROVNCE WIRE SECTION 17100.3 OF FLORIDA 6NIDNO COOS.ONE LABEL WA 4- FIV IFIC,IDAY glegg d&nay 94ML 6E"ACED FOR EVERY OPENIM IABRtW 70 COMPLY MM SECTION 1710.6.2 OF THE n.OwA BtxAm COOS 12.Do"tim IOCORNm SHUTTER smuts*WALIAION SHALL COMPLY WITH SPITS momm N no DH mm nm ANY MUM me Zomm RECUAHONS PRONGED BY 110•RH6SO61HOU WERE POINT IS APPLIED TM TYPICAL WNOOW BLADE&VINCaNOETML SHEET 27 13.(a)THIS P.M P6EPARm BY THIS 00HEER 15 COMM AND DOES NOT F ROMM WOMATION FOR A SRX SPEOFIC PR.O=4 Ea WHERE THE SITE CONDITIONS HTBMTE FROM THE PEO, TYPICAL SHUTTER k1LVATMlN SHEET 26 (b)CONTRACTOR TO BE RESPO MIX FUR THE SOTCTIOI,PIAO1EIlAi AND NSW.LATTOU NCLVCYN7 LCX SUM OF THIS PROOM BASED ON NIRS P.E.D..PROVIDED w/sm DOES NOT Dawe ARA til FIV NBNM Iup -IDONLY FROM nE CON000NS OEVAED ON TNS OOMMO16 COEtSMMVCH SAFETY AT SITE 13 IEE CONTRACTOWS RESPOR!IM EY. (a)1104 P.EO.WILL BE CONSMED VOW F MITRED BY ANY YEARNS. ObTMlAliON DETAt3,METAL SIUOYALA3 SHEET 2$11 (d)SITE SPBCi1C PAQMM OWL BE PWiPARED BY A nAWM RE0b7FAm ENCIAIM OR ARCHITECT WHICH MLL WOOME THE E MWER OF ACCORD -MR)FOR THE PRO=A70 WHO IRE. %RFSPOFO UTNE PROPER VSE OF THE P.M E?701107A OF RECORD.AMM AS A DREGIED BMW TO TETE PEA 11MVER SHALL MEW TO IHS UTMA THE SIFE SPCC6I0 (a)OMENA P.CO.SHALL BEAR THE DATE AND ORICNN.SEAL AAD WOUIRE OF THE PROFE5S7D1W.OMM OF MOM THAT PREPARED R. FLQRIDA BU}LOING'CHIDE 06 iF h Velocity lkmicom Zme THIS DRAYANG SMPLL ONLY 8£ USED TO ���� � A�T/F AF/fi7 pVTM 2p7AIN PERMITS IN THE STATE OF FLORIDA `: '' �-� A ■S A Accordion Shutter System ■ __ ■ ■ v mm It* a9 U.YIlmOT! &HL.GM 11, e M Tt; = = AmBF{c4sn,Shutter Systema DRA>Y1L en nLLrr TESTING& ENGINEERING COMPANY t . '.- • Aat001Ot Ina. 1 DID EMMg33 NR 3&R It.Sb.]0.%V"m H"mm MIM 331 466 Ye6tr*QdDrive-. m (306)671-1331 /ro/1s ar3Tt 04 f3 t ARIDA •tI f �,0i007 'O°"T West Palm B6cch. Fl. 33407 3 DRAWING NO ay SW'•••-.,....--•.0 . . 15-084 Ngo�I� 111D0Ra tI&%4.4i10 6 SHEET I im MOM e.cE . � � -� �=•• jam^ dam 4--- �sa4.3w . )JIM_94'ItBD' STARTER (DW SOLID BLADEablf gi OPV Ud1YERSA�FL9AT�R - - QWiRED R USE W1 COVERED UNDER US PATTiNf 179 COVERED UNDER US PATEN aMPfR 179 Q ED FOR USE W/HV SLAKI &(D DICT MQUHT _ !{V 9A4E{ij& ! ��W �� 6005-TS ALLOY AND PER 600.7-76 ALLOY AND TEMPER � _ 608Y16 ALLOY A TEMPER UMRAl10NS OFAinl�caYOF B-IAOE•OON SHEET 28 8063-TBULLO WA 1% +_ � 6063-T6 AU.OY AN¢sTEMPER -�"i • am � .�.... 2 944 Air p Q HV ADJ. ADAPTER W�LIP_ 8{�H A 0 ' QttA{A 'F USE W�HV QUw�I& � 420 BLADE1 &Q Q } DSI•FLOOR iRAGK 6063- Y iEYPER 6083-18 ALLO DER OR W/NV otwMFlED FO USE W/ NV '� , BLADE( &ONLY. 1 HY_ RAFOR USE W MADE t &� W63-T8 ALLOY Apo TEMPER 0�111F1E4 FOR USE W/HV 6063-T6 ALLO AHO TEMPER Vi;KS VAWr3 r - B{ME 1 &'2. 61i3-T6 AHOY AND TEMPER 1p +s4L. .003' 51 A / 4551. 670 1.660' 676 Q� 3.34D•,,,,,,-_ 7.561•. i }fY Wl11�HEADER 1�, HpV� H�EEAyD�tER/SILL (y� Q HO CEILING HEs_Uf,,RZ Il,: ED FOR USE W/Hv BtADE tT}ONLY, �6pg3•T AIyOY tN ONLY QUA DIED FOR USE w/tN BMECt 1; HD WALL f SHD �[tING bEADER/SiIL SEE SECTIONS FOR VAUDRY SEE SECTIONS FlDk VAIDRY. WAUFIED FO USE W HV QU/ylgEO FCR USE W/7N BmEO&2U 6063-16 AU.OY AND nWER 6063-TS ALLOY AND TEMPER BLADE t ONLY. 6067.78 ALLOY AND TEMPER 6003-TS ALL Y AND TEMPER OOYPONfNf A B Ti 72 X Y t 2• 2' MS 2- x wx t/6• t/6• Wo r s• O.M Y 6•wx 0.14Y 0.142• HYQ ' ('ORNER P0� 1 SIDE ANGLES ALUMINUM AN. S +() se• ?'MM 0.190• 0.100• HYQ FLED FO USE Wl HV FlE c F,w/tN 4V FOR M tfil - BIADE AU,0Y N {� (2� $£E L� 6063-18 ALLOY AND TEMPER 6063-T8 ALLOY AND TEMPER 6063-T6 ALLOY AH0 TE{tPEk +\\\\1iHilHti/!rye FLORIDA BUIiJWNG CODE 11kh Vd*cU Hunicane=006 q�� 0 2018 66tERti 6t7At SUPPLY,kNC. s:.'''vcEi�is����s, �.� BERTHA HYyu 7T7c7o�Mt. A., .S.A►T. Accordion Shutter System rr t Tr at W/o By BLADE&ev em a.,.•• �F -nLW TESTING R ERWNE£RIN0 COMPANY AmerAss ShuN+r n'�r. on+wR x, M. yon.n.w.3a vocm*mom nam+33 A6s0aTotTOn. Ina. f oto++•64 a/ts/u 4414 ars r5 '•'$ -A Pta»t{a0s76Tt-1630.sat i{s66Mrt-t6sf 4288 Weelrooda DtiWO 1 DRAWDSG Na GNAL�N Weei Palm ROc eh. ft 334074 15-084 I O ���rnllriNtHlua+� Wt1TER A.TIW M.RE ROMA W/44167 3 SHEET P.E. SEAL/SIGNATURE/DATE • -JA :1•-24•i $CRNER GMT .T1S'. � {2 .) Lo LE�a Al .31 9"M cnwm GRASS C"kM &W3I [CHWA RAIIM) HY apTEgmATEED FOR USE W/ TLV BU4DE II & ONLY HY RM NQ CIENTE A6063-T6 ALLOY AHD TEMPER QU�ED FOR USE W/W BLADE 1 & ONLY Eo ( W/HV QUALIFIED R U W/W 6063-TO ALLOY AND TEMPERBLADE(�L & ONLY. BLADE ONLY. �FIED FOR USJE��E 1 ONLY a 6093-TS ALLOY AND TEMPER PL4=HEAD 1' MOLDID 70 2 SCRtW b 'AFTER RNEIING \, • t X'�~�TO X 3�4~ BEFORE RAV= 4 - 6 `Z S_SS THUMBSCREW 1X4"9-20 IVNUZ . *11=0111 MIUM(=4-13 AUDO LAM n7awE no SHMr RUISM.PARI f M06 AS 9"WX 6RO er AVOIL 624 Purr R TRW OrIm OM 40 HY mALE "T" LOCK TE CHOW TBnoro+Prmswan WN rtx�Y 07054 OR Oaw © LOCKER FOR -T" LOCK CENTE�"E QUALIFIED FOR USE W(W DLADE T ONLY NY FEMALE "TO LOCK CEL—nMA�E.� Ity ~T" LOC � Hy ALT RNATIYE 1, 6083-7$ALLOY AND TEMPER QUALIFIED FOR USE QU+UIfW FO USE W1 W QUALIFIED FOR USE W/W BLADE 100NLY QUALIFIED FOR USE W W OBLADE 1 ONLY W/HV BLADE 1(�ONLY. BLADE 1 ONLY. 6D63-76 ALLOY AND TEMPER 9 3.t61 063' CTL-W OR OBS .211' .214' KEY CY17tIDER 01 b 610• A t0.075•WL ti4 .i26'Mas. QUALIFIED FOR �S & 2 QUALIFIED FOR USE W/ FIV BLADE 1 & 2 iVt O O USF'..SYf•'FtY'atlr+f: 8O63yTi�'COY AHO HO CENTER A TEMPER 6063-76 ALLOY AND TEMPER ' v 12'MW. ZEMES SE W BLADE T , 1�&Q il+f-20 ss.ENR 1/6 711ri13-CCReYS. f1/2' TNUMBNRN OR KEY {� �a fiS �E(� ���ytj1/ IIAAMIaQUALIFIED FOR US£W/1{V BLADE T(J&d r � A6063-T8 ALLOY AND TEMPER ` �"'�AL �Q_A 304 Of REGENT HARDWARE MOROSELOCKS SUBS 2333 HOOK DOLT LOCK.STALLATION WALL REQUIRE A 7 HOLE THUMBSCREWSQUALIFIED FOR USE W/ FIV HADEQ,Q&U2 D KS FOR BEDMENT QUALIFIED FOQ BLADE(17&© FIED FOR USE W/HY &(2) FLORIDA BW INti CODE IAO II'h Velocity ROTdcane Ione A. � 0 2D1S EASTERN METAL SUPPLY,INC. �,Q••INCE - ...._... BERTHA HVm �" —C a, Nom•\ Q �A■ Accordion Shutter System 17'. r�5 _ u BUIOE 1 W ORW/O RY.NPmw BUR£&my.BUOE * s*= Amertcon ShLrtter Systema UESOMOM a awn,Ba M.L TIWT TESTING& ENGINEERING COMPANY -STATE OF __316.R.S1.3D3.VVWW CAFW L f&A=33169 Aaaootation. in*. 1 OLD tt-:u out/2303 asst OIj13 is Pas,.s(306)371-i63O.r=,(303)621-1631 4268 Westroade Drive a DRArP �+!V 1V � �` NO NO ••-°.gg 4« West Palm Beach. FL 33407 1 ��8�4 rrr7NVALEa�A� wAxim A.nWVtra Ihilei a SHEET SEgS f'IL'N}1�1)RE/DAT� e 3 8 41 SHUTTER ASSEMBLY SCHEDULE FOR 4 3 HV HV AND HV BLADES. HV BLADE 1 3 ® HV BLADE 1A N 3 2� HV BLADE 2 or !® 47 4 n HV LONG RECESSED NYLON BUSHING ^ N ® HV SHORT RECESSED NYLON BUSHING 3ts•� ® HV NYLON HAT WASHER EXTERIOR 4 ' ® HV WHEEL CARRIAGE AISI 302-301 W 3 SERIES 41 47 • g 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS I or ® or ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD �` REQUIREMEENTE TS) ! Q®or® �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD x` ! EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW - (SEE SHEET 27) r TYPICAL SHUTTER ASSEMBLY (1)W PiN®SHALL ALWAYS BE USED AT ALL DGEIRIM SCALE: 3/8' - t" HSV EPI�ND®OR©AT E EKUS OF HV ACCORDION SYSTEM W/FiV 1� OR (SEE E* KNUCKLE. OR (2)W PW®RAY BE USED W LIEU OF®AND ONLY AT 3 REQUIREMENTS) EX MOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/W O MADE WHEN CORRESPONDING TO INSTALLATIONS'CC'AND SHEET 22. •B� (3)Hv PW®OR®W/ 1/2•O.D. 1/16•THICK S.S.WASHER St HAM B'USED FORo DIRECT MOUNT INSTALLATION PER DETAIL X.SHEETS24. WHEEL 6ARRIAGE DETAIL ASSEMBLY LAYOUT N.T.S. N.T.S. ``a_`utuumnhgi FLORIDA OUILDING CODE Non High Velocity Hurricane Zone `��``�Y';.•�'C'' N••�/�v��ii, 0 2D1S EM(ERN&VAL SUPPLY,INC. s ��= BERTHA HV u A S S A Accordion Shutter System s :' '•;/_y�/ =MaECO �Nc. ■ ■ ■ ■ v iW ORTGnaWNMBUMAK BWE 9 `l'^tE QF��*_ TILL IT TESTING Q ENGINEERING COMPANY Amerfoun Shutter Systems gymM yAxt DRWN Eh ana KK sw,�•<`'.'r�( L �4Q Se.SN.304 MOM GARDM nOUA 311 t OLD n_ IN DATEAsoelation. Inc. o4/t3 is Ft—:(335)57!-I3M.Fm.(305)871-1331 4268 Westroods Drive : hi�s/0111AL SNG�w``��� ta-000eto West Palm Beach, FL 33407 3 DRAWING No ''tInIHHI111Z WWJ ILIM A.Tr Jr.P.E 4 15-084 P.E. SEAL/SIGNATURE/DATEnonce tl./441e7 -SHEET ow *NOTES ON FIV KS AND CENTf�}dATES: A 0 0 �• M M U 2 T a i. ONE NY LOCK Q.0�SHALL BE USED AT tj2 OF SHUTTER SPAN FOR SPAN f]tVA710 LOCK orf MANICHS Y BE AS AN INSIDE OR OUTSIDE I=.ATtAG(Eo 70AN 1`011 SPAM UP TO 105. CR Q.� � C CQ7iERMW WJ(R & 20 x 1/2"LONG FLAT WAD$.S.14S LOrArON OF LOCK Stall BE AS INDICATED ON O�Oq 2 SFk1tTFJi ESVIF R�`MR DEAFER PERFORMANCE O{2 FOR SFC(dEIY PtAtPaS,UP TO TWO NV LOCKS q9.qp CR AMI 0Y BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TD CENiER1NTES�! Ir ORSIULLL BE AS INDICATED ON NO(E(1)ABOVE LOG OF LOCKS SHALL.BE AS INOKJI ON TYPICAL SHUTTER ELEVATION 3. I� �$ f]i_ H3G LACKING RODS ARE NOT'REQUIRED AT E POSMOK BUT MAY ca 0 of o ^� E USED IF DESIRED TO�SHUTTER tIDC103td RODS OR AN tJTERNATNE DEVICE LAY ALSO BE USED AT SUICKING POSITION (NON HURRICANE POS TION). R 4.,wNAM win MONE FIV LOCK ® BE USED AT CORNER CENTERUAMM FOR ANY SPAN - AND RWALAIMNS AT ELEVA7TON.HV J4 or not BE USED AS AH WTME OR ASIDE LOCK, Ei ATTACHED TB CORFIER CEN1tRWiTEL W/(2 1OF40-20 100(S1W12i SAS TRAT HEO OTYPICAL UI TWO R ELMA71011 it KM RODS AT TOP& SWELL HA USED. OCA MWT04UM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES St(OWN ON SHOT 12 DTII 5 848ya IQ UWMTOW We= ji WA 0111y FOR Ift'am 0 •ONE ALTERwTE Hv LOCK MAY BE IN UEU OF NV tDCK or FDR ANY SPM!ANR INSf TIaNs A7 ANY ELEVATION.AL 'TE L013C wY USID AS AN DE oR OUTSIDE IAdY.ATACHMENT ORNN'a AS SHOW H SEO110N SHEET&TO 0 DR @ CENTERMAXES SHALL ONE LOCK SHALL BE USED AT 1/2 OF (SHUTTER SPAN OR TWO . { CZsya C �` LOCKS AT 1/3 OF SHUTTER SPAN. ;NOTES ON HV*T" LOCKS AND CENTERMATES: I ul1.S%=ammw 10 U&NDATM Corn= 14,1 ONE ALTERNATE Hv'T'LOCK LAY BE INS7(�1t�IN LIEU OF tA!LOCKS FOR ANY SPAN SEE M 11—V NlATi6(i AT A.EtEVATK)O A. TE LAgK 00„1,ilAY BE USED AS AN INSIDE OR LOCK ATTACHMENT DETAILS qNN• o r c e i i x o a ■ v r x OF LOCK ll BiCLUOES USING NFORCING LOCIM AS SHOWN ON SECTION W.SHEET 8,WHICH MUST BE. SHEET 11 TVP. tpNNECTED t4 CT]NTEKWT6 AND W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/71WO x 3/32• PULL HDGHf. WMHUT OR Wj 1/4•x^-2oxI'S.S.MR5.�0 A i/4'frt ajB•RrtR7tiT QCK MAY BE IWALLEA AT M IDSPAN OR 12' OF CORNER MAXIMUM ABOVE AND BETOW LBDSPAN.USE OF IW(U LDCKIHG RODS TOP ANO OWOM IS UMMYORY. CENTERMATE �aQ�oe O+Qwa°"10 •��+ * LOCKS �$. E_3A 0-0-0-0-0-0- 1.� `Ey ... E.W. 1. OPE ALTUM-TE NO LOCK M k)TE USED IN LIEU OF .LOCKS OR YAC FOR ANY SPAN AND RISTAUAXIONS AT ANY ELEVATION.ALMMTE PD LOCK 0 MAY BE USED AS AN CSIDE OR OUMDZ LOCK MTAmair OF HD LOCK 0 TO @ is W/3#B x 31r F.PL S.SMS.AHD INCLUDES: + p + a ROK INS NMRCE41 ERT AS SHOWN ON SECTIONS HOD-WO ANDHDC-HWC.SHEET IR LOOK MAY BE DUSTAILk9 AT MDSPAN OR 1$'MAXIMUM BELOW OR ABOVE WDSPAIL USE OF LDCIING Romig IS cowwTfl.Y onIO!(AL.. TYPICAL HV BLADE SHUTTER EL.�M10 (� N.T.S. 1HRHPNe FLORIDA BUItDititi CODE flpa li h Yejoci Hurricane Zone ````����+. ...:..t�`/,��' O 20P1i FASI(RN NLTAL SUPPLY.INC. ` -• x 1 L ECO,LN K:. BERTHA HV- Ilk — Accordion Shutto SystemA S S A* Y. 41WORR10114N.V.Tkt7008 RUDE d H.Y.UI.NE iso/L�•�: TILUT TESTING k ENGINEERING COMPANY AmeTioan Shutter Syefrme , awns Br: M.L. oras xr.sen,IL, ,,soa,rM o+nnxr.ruaw Sat Aeeadatton. Ino. I ow s1-Iw 04113As O&M Of to is Ptwn.i(]OS)QUi-Is70.rm�:130-SWI-IMI 4268 Westroads Drive = DRAWING No ��\`���' .-mow aA.coeaotoan West Palm Beach, FL 33407 s P.E SFAlJG� ATURE/DATE • S Q PDLRm CONCRETE POURED HTE i �OUetED BLOCK CONCRETE M1�i0g3 � CONCRETE MItHORS ON CONCRETE ANCHORS. SHEET 13) (SHEET 13ON 0ENt1fiS/O'1SCAEa..Sa EE (SSCHEDULE ON SHEET 13) 4. . 1 4'f-20x3/4'S.S. y'q. qtf -E EO USM 3/4?'-20 WTS - i$ �' - e 12•as �/ ` 1 OnE 5 0. 0 -- 3 •Nac °.# - O i 4 lI1NAL • E � • I OPI( ` Q�k ' t OR ®� i UK SEPARATION T%=Y- (A) TO GiASS —{sE',E.sCttEDtn.EWL SEPARA�"Bti SHEEt't2y 1 E>ossa+o r-(sEE SCHEDULE ox sx�r 12) � HV WALL NEg E�S_T ` @ BY WALL HEADER INSTALLATION ® HV WALL H.aQ R_INSTA��TION i LCN.SEPARATION TO GLASS WL SwAQ l y +' (SEE SCHEDULE ON SHEET 12) i m {� t OR F r SEPARATION TO CLASS ` ' S- ► `(SEE SCNEt1111E DN SHEET 12) ' amm .9 E70511NG � �OPi10!@L CLASS--� 1/4E °PTXWAL i ) t/4'MO.. lYax. E D. - O f.O. --- /2' y r 3 oq 6 Q 1' 1/4'f-2px +'S.S. Wn. PHILLIPS if HEAD h/ rdWSS PMSMACHHE SCREWS USING ANCHORS POU CONCRETE (SFE SCHFDULE ON SHEET i i IB V. tft•-2O NUTS o,z'D.C. OREQUSEO CONCRETE BlDdf (SITE SCHEDULE ON wli/i-so ro I:-oc. k°, POURED CONCRETE SHEET 13) OR BLOCK ANCHORS IRIALl. Hy WALL SILLPOURED { SCHEDULE1ONINSTALLATION OR CONCRETE BLOCK WALL REQ0ME� HIL WALL SILL INSTALLATION NOTE Fate CWRI OF "°N4 INSTALLATION DETAILS W! SHEET 4 SHMY E O.-MCC DISTANCESEE 12 ASS°u�ouxq Ns CJN BE I CED •(SEE SPECIFICATIONS ON SHEET 14) •UWE"�28� LI/ BY BLADE IN ANY WAY TO SUIT ANY 01STAUATiON. . FLORIDA BU CODE a1 R h Vetocity Hurricane Zone `���.���ti4 A.T/ YJTAj� O 2015 EAmN"ETAL SUPPLY.INC. t f BERTHA HVTA+ ` cEas ILrECOi1iC.—\ AmSwS.A■ Accordion Shutter system hutter Systema Y.SAOE it W/ORY H.V. 8i w" xkKY.t3UDE Sw ,,81,; TIENT TEMING& ENGINEERING COMPANY ACL STA E OF '� eTss 1--l%%SL.o> ti>:a1 crux nnRnA s;s AeaoCto#IOn, Inc. : am x1-nt aflatts sae Gt 13/1s Lyc Pnon•;(sos)o1l_1aw,Fra=(30)E71-1331 4268 Westroade Drive a ' �ORiOA w� .-moR:tpAcoeoaoon, West Palm Beach, FL 33407 s OtTAWING No 'Agss/� AI•�"�p````` fLORfjiu/si s 'YJ0�4 P.E. lt2F4Y(iMA'II]�iEjDATE SHEET s tr---- CONORM 1>Ot1 (SEE S�U� ON SHEEF 14) 017 Ga0F� v OR ( i i;b REaaalD ExE of ,:WR mAe I t ..,Sname& 4HSCRIM Os2.0.0oR CGt3p+7E ANCHORS 8 r APPMAAE ss >OLAPP'I E GUIS PasulEo a �NCRETE ANCHORS ..)j REOURPn pEquAfO tom Sal Mk"ON SHEET 26) j *a n° i OR �� CONCRM PC 0. 0. (FEE SCIUME N SW 15) 11 TpltTf4t ��"tA`{�QN 1 (D WALK—OYER INST TION ,,�" ONLY Mft�UP Ta s o rsF (® IN FLOOR INSTALLATION t �"�'— PREs�laElaT�x+°`FOR SPANS aEit samtxe/s,SHEET Tz 0 HV CEILING INSTALLATION COFXXtE1E ANCxaRs • c�lasctl�InE ai cosm �-•—q � acrsnHcp� � � I-nn>�aw.'OY�c a am: � � OtnSS t o t /4* i $ n g I t {f t(ht3/4'NSOR 00 1 a•- - 1/4` T 1 *4Sc rRtv+s � MNt3tETE ANCIWAS 1 a• -- 8 •©� ' 019 0.G MIL i Mor OR „4'1-20 SS.M.S ON SC A"Cl GN 1 7 8 WiNUte�OA J ?°" s/2• s• oar ac.F.x Sas EDCE OF NOW 13(b) jz�l�pS 7 6' t T M M@ E \—OONCRE-M ANCHORS SCHEDULE ON OWN JOM ice) OR � d1916Ef t oe oo a E eaccu wEr sa) �}L FIV_Wit WA K—= INSTALLATION REatIsaED (� KV WALL n,008.INSTAIi MN WR•AINGUARD INSTAUJi►TtON t Am INSTALLATION DERAILS W/ t g R75TAL,A110N slvu TIE C� HV BLADE I7D,E naR aeuemLnaM of S'Fcnowc .F.0._FOG£OMMICE RESNIVAaIE WtlFll PQ .SEE AIgNS aP USE FOR S-SEE SN&r 4 FOR MICAL SHUi1TItOR (SEE SPFCIFICA{IOlri ON SHEET.14) ADI SEAN OPE'RAEtLE EkR BIfDEV SHEET 2$ ANLtLOlI OL711Ri6 SEC110tiS CAt1 EIC COUNNEO ElDA 8UIlOIN6 CQDE h YaroGi Hurricane Iona N Y W18LAY 70 SUR ANY HSTAttAliaN. 11t111N11 m 2015 TZON METAL SUPPLY,MC. ,� �.'vcFtis - .�.a.... BERTHA HYD �Tm E C O logo. A.SwS.AwAccordion Shutter System V.9PDE i W OR 1 N.V.NVaOM ABV.[IME AmeFtcan Sfiuiter SystrTns �'•. . >F� TIWT TESFIN6 ENDIN"GMM (N UM 33 . AssoalaFFon. Inc. s x111 1t-,K +Nsst+s atsL 04 t3 t5 ` rias KVA Jan+Ss.a•Ja4 VAOua wmLwb F1LML►3st DRAWINQ No ;»,fH � Phat.:(Ai'-MM.F4.-(305ia'/1-sass 4288 Wostroods Drive y � �• . ttt+a:GQOCAkda West Palm Beach. R 33407 3 15-084 i1OOitlt'A Lk./"If? a ��pps saG` �� ta-aaGersa SHEET P.E. E • SIEE END WALL CON D HEM 11 7A SEE WM ON Well Ill W l"0 IfINSTALLATIONS- HV me m3ol W Lax AD 0 al swu S. Fo-U-T I F-IN I 0051ING elm BUM SUM MAL Ill S.VIll AA BLADE X11 H)( CENT RTES CUMMIM AFMAIVION Ill Ell q=2) OR E-XWnNO GLAW QUAIRM ---------------------- -- 9 3 1/4- 7- b 11r 7' l IS AWr)AUNL A-1 APPOSING SYMMETRYCA �U�TE NIN,SE PAIN S (TOP/owl 010,31V SAII.S.0 12' HV Lo TO OL45S (4)11*Xl/r&"TO TM FULL toll w/ CK (SEE SCHEDULE AT Eill AXLE(M) ON SHEEr 12) 5 FIN ORM O'll (W7 5 lo� 03 1,9a W L J Fo—u-T] VC HVA --B POURED CONCRETE OR fxtsrm a" POSSIA"WAM REOVARED SYMMETRICAL IN 6 - + 8 .0-6. - 9 EXLAW CENJERMAJES 5 -z(g) 9—;—j:..)= (SEE SCHMAE OPTIONAL ON SHEff 12) (INITROR) FN SEl M QkSs (SM SCHEMM"LE (INTERIOR) -_--_ -— om SHVEr 12) 0 T ooNCC mcom 0 16-O.C. Nff of Lw Fouf 6 1/:r VAX SLACK W Fo-U-T] \49 HVE HVF** HVQ 111H11NMgr FLORIDA BUIUNNO CODE (Man High Velocity HUrriCone, Zol 0 2015 El METAL SUPPLY.INC. % BERTHA HVm 1 Accordion Shutter System 1LIECO ,il A.S.S.A 0ft MAX 11 W1 OR 110 N.Y.wmn WA a N.Y.M I" Ti ant's V. Ik Otscol DATIE WWH EM U.L Lur TEsnil & ENGINEERING COMPANY Assookillon, Ill I ow If-I&I "/13/13 DAM 04/13/15 -1 a"Kw.30M SL.sea.30.VfAM GAR0015,ROMA 3310 - 4268 Westroads Drive 2 DRAWING No 11 71 ?4.......... —ff4L.ttl M. West Palm Beach, FL 33407 3 15 WALUX A.XW Jr.JIM -084 ED 4 MMOA U.0 Wall 5 P.E. SEA RE/DATE a 8 OF28 RED E7 POURED CONCRETE ,_POURED CONCRETE CONCRETE CCNCREETEE NjDCKN WALL OR CONCRETE OR CONCRETE OR CONCRETE EXWW CLASS YUtt OtlfltED RF.N) REQUIRED BLOCK WALL REOWREO coNc O 6 O.0 �E%t51WO BASS TyTT^TMC r x•TAiN B(iOi�AS�S 2.1127 MIL UK!#� TO CLAW( MN.WAROMON i 11` �( IJFi S1R4W�)Cti FUR (p Stl10 QAASS(SM E6 S% I O WE. 1/1O-s3'MAX. TON S M 28 TbR� 12 TCYC 9AOEm } smm1FDU1m� 121MR a l=0pa (61)03-mj CONT. �m&�f ON SW 28 MR ALUM.CLOSER XES& uAoaEs�tn Q4 �ii BAOTS IDh(8 0AFAPLATETE(LOCATE TEITHER PE M N � � ! �� dc(� r V� 1/2.U OF 4) t 4 USE 1'OR 2'MAX. (! #11021/2-&M.& 1 -- (AS 1/a'kN-2' -_!- /10XI/Y S.M. _ _—_ d IV AC. _-- AtUMfbEIM CUP ANG(E d 18'O.C. (6063-Ta AT NOW{FIGfT1' 4 t2)il O�t1T S u.ARCmti ATO SEE DETAIL X F ]�� WALL AT O.0.(LOCATE AT 5 SIDE CONNECDON OR V+y amm OF(D) (Kj \(W SEE DETAIL X FOR OR TO TRACKS SIDE CONNECTION °"�.C6a•�-a .®- SEE DETAIL X SLOE COFa1EC'111)N 4 C4.O'0-aG° ./�a,6 (:�,, •®• To TRA�aCS a .6 t7�a •Q1" ®�6J d�® TO TRACKS ®•�1-QI•4'�°Y©•Q�" '!9-®''157' �°� "�-�•� `e,y- ©.011sa. .0- e.®.�.0{�•Q•®. d�•®aQ�• �4 4�D•�-+m•(�-®•d�- ®•Q�Q�• -O {64.�,.+®•�•t�^.p ?_ ETAIL DETAIL Q EyD CONNECTION DETAIL ) ION Q POURED CONCRETE OR ♦MMED OW FOR SPANS TER THAN 12'-0• t E)WNG CLASS CONCRETTE BLOCK WALL Oil 4 NG 4 ------ T2 BTM SHEET�p CDNC 112'MIN. TO Was(SEE - - ----- --- �6' OR ON 2a iCk ANCFiDR o , I8lMd1E�NO A -- --- ID#® 12'D.C. ANCHOR IS- 1 2 WN. _ ¢ D.C. -ILK MIN. (}� �$ ��or ����/ y 21 MIN. - _—_ 2'MIN. E d 81ADEV jr S71EET 28 4.7 `2.7_"�..7OR0 Stw1L"'L 5 OR Q�' IL X OR REO CONCRETE OR ALLATION CRETE 816ClC WALLOURED 6-0 -0 -0-0- (1)HV BLADE OR HV WINDOW BLADE INTO 0 o m Q©•® �•®-ti •a�-1)•m- Q CRETE, o NCRETE BLOCK WALL, SND , QNNEC3'ION DE—FAiL 5 0 0-0.0.0-0-® END CONNEQUON DETAIIQ FLORIDA BUILDING CODE Ron IH h Velocity Hurricane Zone TQ;"'k 0 2013 EASMW METAS SUPPLY.INC. BERTHA HVi A■S■S.A. Accordion Shutter System Am6eican $fiulteT' 8731st V.BLADE 1 W OR N D)tS.WYt1DON BLADE&1%BLADE c.w TIWT TESTING At ENGINEERING COMPANY TC t'��` M.L STATE Of ,'�� =e Nn.su> �-sx \+� QVWA RAMA u1 268 Association. Inc.Dri1 ow tt-tu ot/tstts CwC oi/13 t i ph.;(306)871-13J0,Ftw;(305)871-1531 4268 Weatroad6 Drive a P-�.-E-D.ii�S�s:••Rlj•O6••1R8IMO•1''{f,``:1}��t�'E��j�`DgATE DRAWING No " West Palm Beach. FL 3g7 a ito84 WAIEn A TK1.PE4 15-0 i-a, slONAL ibnD8to w1a7 s SHEET 11 Of 283 SCHEDULE #j Sf HEDLIL �,�EU�LE �3 UMMUM SHUTTER SPAN 1t'OR 'L-' W(MUMI SHUTTER SPAN* 1+' MUM SHUTTER SPAN*'L+" (ft.).FOR INSTALLATIONS Wj 8I, OR 'L-'QQ FOR R 'l^'{ft.)-INSTALLATIONS y�O�UMB H 4Fs: � • do at Co or-w INSTAUAWNS W/ CONCRETE k WOO ' Wj ONE H.V. LOCK ® or 0 or or g �y j ONE HV LOCKS �� MNSSORY0 (1)t+:MAXIMUM aUoxABIE SPAN FOR a gvEN ND LOCK�?Wj NO LOCKING RODS or ONE HV LOCK or y�$or OR Wj NO LOCKING WALL A 8.c, D, E: M, M, O, P, c, AS•D'POS"VE DESA PRESSURE RATING. CEFRERIAAIES & Wj ONE tp/ W/ NO LOCKI RSMS! ODS MOtlltTtNG F, K do L R. S, do V. t-:tiAX AL}OWABIF 9+lit!FOR A GIVEN NEGATIVE LOCK®WfTWO LOCKING RODS('►` TOP do (SEE NOTE t) A.S.D.DESIGN PRESSUIE RATING. BO OM SEE NOTE FLOQR.jCERING C, N, T, it dt J T, U, W dt % (2)PROCEDURE TO DBERMNE MAXIMUM SPAN FOR WAX ASA (,YJNCPtTE ek WOOD MSTAl1AT10NS CONCRETE b o fi=%MMWS WALL UOUNTE GS(rOPIDDROM)OR FL40R/COLIft Vocif L.0— ASA qr1 WAL MOON" F1.0f1T!/Ct1ING f'PATM at tt411 lXX1l IM q CF3lN0 MOIRIIN70 CNEN A POSITIVE ASA DESIGN PRESSURE RATING, t+ ) YMOODUNnNO t away N gal RnoR �LVtMn D GNEN A NEGATIVDETERMNE E AS. DESIGN PRtSSVREERATING, L4 W L- L+ 00 L- L4 I.-M L+ M L- DETERMDIE MAVWM SFA!%,-'FROM SCHEDULE 30 OR 1878 i6'-0' 18-0'' IV-ft 30 18-0` 18-p' 30 18'--0' 16'-0' 3 '-' 18-0' 35 I4'-f0' 14'-10' 35 t5'-2' ib'-!CT {} WAXONUM SHUTTER SPAN 1+'Oft 1 FOR FINAL MW"AU.08,INE SPAN IS EQUAL TO W40 13'-Ib' 13'-t0' 14'-r 15-2 40 13'-10' 13'-10' 40 14'^-2' 13'-2' MSTAUA710NS INTO WOOD SIMLL BE UNITED TO M� DETERMINED S BETWEEN'Ih'AND ' §3 45 IJ-I' 3-1' 43 !3'-4' IV-.' 105 p3f.ASA)DESIGN PRESSURE RATDQG. {3 PROCEDUZE TO DBIRMINE MAXIMUM SPAN FOR 50 fY-5' 12'-5' 12'-8' 13'-7' s0 12'-5' 12'-5'� 50 12'-3' 13'-1' BINATIONS IN 68VGN WAIL MQUNt1NGS 55 it'-70' tI'-10' 12`-1' 12'-11' 55 Ii'-t0' W-to' 55 1!'-I' it'-1Y W/FLOOR/CEu*tG uOINTINGS. 60 11'-4r 11'-4' 11'-7' 12'-4' 60 it'w-r I IV-4' 60 10'-2' 10'-1!" FOR A CEN POSMEAS.O.DESIGN PRESSURE 65 i0'-1w t0'-70' if'-i' ST-ii'- 65 I&-10' I i8-10' 65 V-5' 10•-!' RATING: 70 1 ior"w 10'-8' I IO'-9' f 11'-5' 70 IO'-6' 10'-8' 70 8'-9' 9-4' D�IK° 75 !0'-!' SO'-t' 74'-4' 1t'-1` 75 1D'-!.` t0'-t' 75 8,_�. t IH CORNER CEPRERIMTE!3 MAY BE USED AT ALL Li+-MAX.SPAN FOR WALL MOUNT=INSTALIA11ONS. MOUNTING RMA.1AMONS.LOCKING SPECfFrAT10HS L2+-MAX.-SPAN FOR ILDOR/CEILNO MOUNTING 80 9'-10' 9'-10' f0'-0' 10'-9' 8p 9'-10' 9'-10' S1U41 BE AS INDICATED ON MANDATORY CONATION 12 {NSfALAT10NS 85 W-6' 9-6' V-0' I 10'-S' 85 W-8' W-8' NOTE#S'SHEET S. FOR A GIVEN NEGATNEASD. DESIGN PRESSURE 90 9'-r 9'-3' 9'-5' 10'-1' 90 V-3' W-3' RKIIN: 95 W-0' 6•-9' W-2` V-10' 95 9'-0' 8'-9' DEMMWE MOUNTING Ll MAX.,SPAN FOR OL.L N5TAUATIONS. W 100 8'-9' e'-4'W -0' 9'-7' 100 -9' 8-4' U--MAX.SPIN FOR FLOOR/CEILING MOUNRNG . 105 -7' r-I1' 8'-9' -4' 105 W-7' r-1r TO GLASS SCHEDULE INSTALLATIONS. 110 8'-4' 7'-7' 8'-7' 9 W'-2' 110 W 8-4' 7'-7' SEPARATION 115 8-2' 7'-3' 8'-4' 8'-11' 115 W-2' ' rte' FINAL MAXIMUM ALLOWABLE SPAN S EQUAL TO THE 120 W-G, W-11' W-2' e'-9' 120 8'-O' W-1 i' MINIMUM BETWEEN'L1+','U+*. 'U-'AND'T2-' 125 r-i0' a-6' 8'-0' 61-51 125 7*-t0' 6'-a' WIND ZONE MINIMUM (4)GO TO ANCHOR SO DULE WITH FINAL MA1DuuM 130 71-8' 6'-s- 7'-t0' W-r 130 7*-6' 6•-5• ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 135 r-r 6-r 7'-9- r-9' 135 r-r 6'-2' TO GLASS PPRRENGTE LE RATING TO VINE MAXIMUM ANCHOR 140 7'-5' V-11' 7'-7' 7'-8' Too r-5- 5•-1t- 145 7'-3' S'-9' 7•-5' 7'-3' 145 7'-3' V-9' ISO r-r V-7' 7'-4- 7-0' t5O r T THRU-2• V-7' )» 155 1 71-0' 5'-5' 7'-2' W-9' 155 160 1 6'-11' S'-2' 7'-1' V-7' 160 V-11' W-2' 165 1 6'-10' 5'-1' 7'-0' V-4' 165 W-10' V-1' 170 1 8'-9' a-11- W-IV V-2- 170 W-9' 4!-11' 175 6'-7' 4'-0' a-9' V-0' 175 6'-7' 4'-9' 180 W-8' 4'-8' 6•-8- 5-10 180 D'-6' 4'-8' 185 5'-5' 4'-6' V-7' 5'-6' 185 W-5' V-6" 190 6'-4' 4'-5' 8'-8' 5'-6' 195 6'-4' V-5' S' ' H V B LA D E 195 8'-3' 4'-3' e'-5' -6' !95 8'-J' 4'-3' ' 200 6'-2` 1 4'-2' 1 67-4' 1 5'-3' 11 6'-2-20 V-2' 205 W-t• 4'-1' W-a• 5'-1• 205 6_1• V-11 FLJDRIDA BUiLAiNG CODE Wan Nigh Velocity NufrkOfte 1,6n6 0 2015 ENST M METAL SLWPLGY.INC„ ENs A.a.STsA. 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ACING TIC41SITYP FOR ANCHORS. ". 12•,,,,0. 14 12 10 - - - - 14 12 0 ee S.0 - - - 13 10 8.S 5 - - EDGE DISTANCE VERSE e,cPACNKl 4CHEOUL;'FOR AMCFtORSt 14 OS 4A - - - - 1I d Oa 4 39 - - - 8 6 4 3 - - - _ MA)M M AtiC1HOR SFAt4XS ARE VALID FOR EDGE DISTAIICS IDk/VED iTF1OW.FOR E D,HESS TION THE 110x'wTFA REDUCE ANCt10R SPACING 3a 9A 6 - - - - 13 93 6A 6 4 - - - 03 8 S 4 - - - - TLV MULVIYRE0 SPACING SICAIN ON SCFYDIAE BY 11E f011O MW FACTORS, 0 6.0 - - - - - 14 IO$ 7 SA - - - 11 As SA 4A 33 - _ - REQIiCEp SP OEOARm FACTOR WALL NOT BE Lffi THAN M94MUY SPACING 90YGTEO FOR OUT ANCHOR TYPE 4 12 - - - - - 14 t3 73 6 11 - - 2 9 6 4.S 4 - - - FACTOR 03 d - - - - 10 7A 6 4 3 - 7A 4 3 - - - - ACT1,W_ 2.5 8 ea - •• - - - - 13 93 0.s s a , - - •• p 7A s 4 - - - - EOR DtCTANCE TAT'COti TH UDFORRMI EAGY ALL POINT SBIA SEF BLUE TM'W/CAP Mal.SPAttrM. EDGE TAPPER t N 12 - - - - - 14 IDA 7 - - - 11 W - - ,Ar'c � E.O. 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