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HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue 19C 772-462 1 553 Fort Pierce, L 34982 q/VN St 4Uc��y Fo APPLICATION FOR STORM SHUTTER PERMIT e County 1. LOCATION/SITE ADDRESS: James F Cummings Aleta H Cummings 2. PARCEL ID NUiVIBER: 3211-811-0032-000-0 3. DESCRIPTION OF PROJECT: Installation of fifteen (15) hurricane panels and two (2) Accordion Shutters 4. TYPE OF STRUCTURE: SFR: MOBILE HOME: OTHER: 5. OWNERS 114FFORMATION 6_ CONTRACTOR'S INTFORMATIONT NAME: James F Cummings Aleta H Cummings ADDRESS: 17375 HammockLu CITY: Fort Pierce STATE: FL zip CODE: 34987 PHONE: (772) 465-1745 EMAIL: Type of Surface attachment: Wood Frame FL REGISTRATIONXERT #: COUNTY CERT #: 16572 BUSINESS NAME: Expert Shutter Se2-6ces, Inc. pH0NENU3MBER: (772) 871-1915 E&L4IL: callexpert@aol_com Concrete X Masonry Other PRODUCT, VYPE. PR0t)UCT- DESIGW,MSSURE b , , PRODUCT APPROVAL #: REMOVABLE PAXMS1' ACCORDION +43.8 / -573 FL 389 ROM FABRIC fJ�1'HER 11 ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING FACT RESISTANCE FROM WIND BORNE DEBRIS. —SEE FINAL INSPECTION PROCEDURE FOR EXISTING RESIDEIVTIAL STRUCTURES ON BACK 7. VALUE OF CONSTRUCTION: $ 3,344-00 PERIIIIT FEE: $ OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work wipjle done in compliance with all applicable laws regulating construction and zoning - Mike Heissenberg z;-Z< PRINT NAME OF OWNER OR CONTRACTOR/=UALIFIER GNATURE OF OWIMR 6R. C TRACTORIQ 11175 STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS C-(+ DAY OF � 4 — 20 Iy BY, 1 / lJl GhQ' Lj RkL4&ft ;HO IS PERSONALLY KNOWN TO ME OR O HAS PRO UCED AS IDENTIFYCA Z 9NA %on&c L- �Pt(7z•I SIGNATURE OF OT TYPE OR PRINT NAME OF NgTAXY� SEAL TITLE: NOTARY`PUBLIC COMMISSIONNUNMER t.c $sy a51 NOTICE TO OU7 NER: YOUR FAILURE TO RECORD A NOTICE OF COINIMEiN CEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FLNANCING, CONSULT 1%1TH YOUR LE:4DER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. �p RHONDA LAFFERTY Ot�� SLCPDSDRevise:ia11020127C =° 'c MY COMMISSION # EE854297 EXPIRES January 08, 2017 7) 398 0 (407) 3...... FloridallotaryService.com JOSEPH E. SMITH, CLER' THE CIRCUIT COURT - SAINT LUCIE COT FILE # 3986497 OR BO�,663 PAGE 2334, Recorded 08/19/2014, ��'03:33 PM NOTICE W COMMENQMENT fo M esrrrgMredwlrre matrucWo soA,a e>sxMr�l,SW PERINITe: TAXFOLIOe'&a 11—$11 -6040-nOb-L STATE OF FLORIDA I COUNTYOFFrWOE The undermped hereby gtvu AGUCS that Improvement will be made to aRaln real property, and In amordance WM Chapter 713, Florida Statutes, thefokWftg lnforma8on U prodded In thIs Noflce of Commencement. lEM�qAL PTIO. OFPR31 OFERIY st ET oR s O WUU41 �iif Port r, GENERAL DIKMPTION OF IMPAGMAEW. IrlateBatton of HWIcane Shutters OWNERIWQRMA Name: Address: Interest In progr>t Name and address CONTRACfon NAMSt- Phone No MM 871-1915 AddresISWSWE .. Fb1t St Lytle. FL 34&18 SURETY COMPANY (If oppllabl% a copy of the payment bond Is attached): Name and address. Phone No.: Bond smount: tENOEn NAME: Phone No.: Address: Pomona wftn the State of Flerldo dulpured by owner upon wban ratkq or othardoeumaMa mry bo served eapravldad try Section 7sa ++ (11(8) 7, Flodda Statutes: Nome: Pfrone No.• Address: Inaddltlontohlmseltorherself, ownerdoslpnto of to halve a COPY of the Usnore Notice as provided In Section 713.13(1)(b), Flerlda Statues. Phone numboW person or entity designated by owner. Erpbatlon data ofMottos of Commencome0h Ithe apintlon deb may not ba before the completion of arrbupbn and final payment to the cob chor, butwlg be 1 yesrfrem tits date of Wlaf tE Mass a different dab Is apadlled): UrdrOanaltrro}ossMatrldaWre1hat16eNreedtMtolemlKredflattMhWinkentruetet!NbusOImytrww1 18 andtieBM. 0jM OenwOrLMS e,OrllreMe$Cr Authaleed081oer/Wra�r/Peehw/MaMgr/ = Ny0deg5 M#EEBI`M EXPIRES: Mirth 24, 2017 Badrd rru Na"Mic undewan 94mbrl/a Tmo/0G1te The foregoing Instrument was sdmowledpd before me this 'of �� 2D-LLL By: n2 5 ae,t"1t�1hCY� for Name of person Type of authority (e.g• officer, trustee) Party on behaMef whom Instrument was exKuted ' Personally Gown or produced Identification N sStputtum Type ofIdentiflotionG produced fj C4m e -Dki t.,_.s_ (- "-SQ- (PdnC Type, or Stomp Cornmlisloned Name of Notary) C 552- •WG • 34 - 33?-0 T-.%L,VWdjLFa #N—AppUadooeFams lceOfCommeoemmLDoac ltov.9115111 STATt OF FLORIDA rllghb fiq r ; `1°�ry !PAT Teas fib a TH01 AND .. RRFGTr,'0PV0FTH4 r1�l�I�Jtt iR �QV. AUG`� Busiriesggl Professi Approval . Regulation USER: Public User R!1!!!!!!'flt:}Ifl�lllllfllY.f!!1� Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FLi1968-R1 Application Type r Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence ji Eastern Metal Supply 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Irodriguez@easternmetal.com Bill Feeley Irodriguez@easternmetal.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Walter A. Tillit, Jr. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. F. Validation Checklist - Hardcopy Received FL11968 R1 COI EASTERN METAL Certification of independence drwa 11-223.Ddf Referenced Standard and Year (of Standard) Standard ASTM E330 SSTD 12-99 Equivalence of Product Standards Certified By Sections from the Code Year 2002 1999 http://www.floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDgsxYIeb4opODf... 5/23/2012 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 12/16/2011 12/21/2011 01/03/2012 01/31/2012, Summary of Products FL # IlModel, Number or N iDescription 11968.1 .050" Bertha Storm Panel (2 Corrugated aluminum storm panels retained or not by 1/4") _ Drawing Number 11-222 tracks to provide hurricane protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R1 II EASTERN METAL DRWG 11-222.Ddf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile. Max Span is 12'-11" for +30, -30 FL11968 R1 AE EASTERN METAL Product evaluation report drwo 11-222.Ddf p.s.f. ASD and 8'-2" for +75, -80 p.s.f. ASD for mountings without "H" header. See sheet 5 of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 11968.2 0.040" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by Panel (2.25" Deep)- Non=HVHZ - tracks to provide hurricane protection. Drawing Number 11-224 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R1 II EASTERN METAL DRWG 11-224.pdf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile. Max. span is 12'-0" for +25, -25 FL11968 R1 AE EASTERN METAL Product evaluation report drwo 11-224.Ddf p.s.f. ASD and 4'-0" for +125, -130 p.s.f. ASD for sections 1, 3, 4, 6, 7, 8, 8A, 9 and 11. See sheet 10 of Created by Independent Third Party: Yes installation drawing for other spans and pressures. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not Storm Panel (2.25" Deep)- Non- by tracks to provide hurricane protection. HVHZ - Drawing Number 11-223 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R1 II EASTERN METAL DRWG 11-223.pdf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile. Max. span is 9'-8" for +30, -40 FL11968 R1 AE EASTERN METAL Product evaluation report drwo 11-223,Ddf p.s.f. ASD and 7'-2" for +70, -80 p.s.f. ASD for panels mounted without "H" header. See sheet 4 of installation Created by Independent Third Party: Yes drawing for other spans and pressures. 11968.4 Clear Bertha Storm Panels (2 Corrugated Polycarbonate Storm Panels retained or not 1/4") - Drawing Number 11-220 by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R1 II EASTERN METAL SUPPLY DRWG 11- 220,odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max, span is 10'-0" for +28, -28 Evaluation Reports p.s.f ASD and 4'-0" for +105, -110 p.s.f ASD design load. FL11968 R1 AE EASTERN METAL SUPPLY product See sheet 3 of installation drawings for other spans and evaluation report drwo 11-220.Ddf pressures. 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 AA/EEO employer. copyright 2007-2010 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail 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 regarding DBPR's ADA web accessibility, please contact our Web Master at webmastertadbor.state,fl.us. Product Approval Accepts: http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsxYIeb4opODL.. 5/23/2012 Florida Building Code Online- Page 3 of 3 � seGurit ac�:`rxaits 5�Ci7€dE9 " A �swa•ettd Ray VaxzSdDn http://www.floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDgsxYIeb4opODf... 5/23/2012 GENERAL N07ES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUA7ON DOCUMENT (P.E.D.) HAS BEEN VER0ED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 E0/70N OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL MI BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MWMI-DAD£ / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC77ON 1609 OF THE ABOVE MEN77ONED CODE. FOR A WIND SPEED AS REQUIRED BY THE JURISDIC77ON WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIREC77ONAL17Y FACTOR Kd-0.85. USING ASCE 7-10 FOR INSTALLAAONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.SD,) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, U47AIATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MUL77PLWNG THEM BY 0.6 1N ORDER TO TO COMPARE THESE W/ MAX. (A.SD) DESIGN PRESSURE RA77NOS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A J3% INCREASE 1N ALLOWABLE STRESS FOR WIND LOADS WAS ME USED IN THEIR ANALYSIS A DURATION FACTOR CD-1.60 WAS USED FOR VERIRC47014-OF FASTENERS IN -WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MEN7ON£D CODE AS PER AR REPORTS 10121.D1-98R, I/ 70329.D1-00, f 0525.01-00 AND 10512.61-03 AND W0617.02-04, AS PER SS70 12-99 STANDARD. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR J004-HJ4 ALLOY. J. ALL .4LUM/NUM EXTRUSIONS S LL BE ALUMINUM ASS A7ON 6063-TS ALLOY & TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTS If STUDDED PLAT£ AND U SNAP CAP ARE PATENT PENDING. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR J16 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksl YIELD STRENGTH AND 90 kI; TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2417.3.3.4, 5. BOLTS TO BE ASTM A-J07 GALVANIZED STEEL OR A51 J04 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO .WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISDNG POURED CONCRETE: - 1/4' 0 TAPCON ANCHORS AS -MANUFACTURED BY LT.W. BUILDEX, - 1/4' 0 Cr TAP -GRIP ANCHORS (BERTHA SKID -CON), AS MANUFACTURED BY TRU-FAST -CORPORATION. 1/4= 0 ZAMAC NAILIA' ANCHORS AS MANUFACTURED BY POWER FASIENERS, INC. - 1/4' 0 x 7/8" CALK -IN ANCHORS OR ELCO male & femo7e PANELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCT0N PRODUCTS, RESPECTIVELY. - 1/4. 0 1""3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES; Al) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 J/4 FOR ZAMAC NAILIN ANCHORS IS 1 J/8;. FOR ELCO PANELMATE ANCHORS IS 1 3/4" AND FOR CF TAP -GRIP ANCHORS IS 1 1/4" A.2) 7/8' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EA75T AND 1' MINIMUM FOR WALLS WITH NO STUCCO. AJ) MINIMUM EMBEDMENT OF 1/410 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A4) IN CASE IHAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXIS7NC WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) A A.2) ABOVE (B) TO EXIS7NC CONCRETE BLOCK WALL: - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. - 1/4' 0 CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU-FAST CORPORATION. - 114' 0 ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 114' 0 x 7/8' CALK -IN ANCHORS OR ELCO male & female PANELAIAI£' AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTVELY. - 1/4' 0 x 3/4' ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1/4' 0 RED HFAD DYNASOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. NOTES 8,1) MINIMUM EMBEDMENT OF TAPCON. ELCO PANELMATE AND CF TAP -GRIP ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4" 7 3/8" FOR ZAMAC NARIN ANCHORS AND 1 1/8" FOR RED HEAD D?MBOLT SLEEVE ANCHORS B.2) 7/8' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/9 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1 " MINIMUM FOR WALLS WITH NO STUCCO. &, 3) MINIMUM EMBEDMENT OF 1/410 x 3/4' ALL POINTS SOLD -SET ANCHORS SHALL BE 7/8" INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXIS7NO WALL, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES IN 0.1) AND B.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS Of THE ANCHORS -IANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWNG INSTALLATION DETAILS SHOWN ON SECnONS I THRU 8 (SHEET 3 & 4 OF 9) EXCEPT THAT HEADERS 3, 4 & 5 SHALL NOT BE USED. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 70 BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/2VN INTRUSION. CAULK AND SEAL SHUTTER 7R4CKS ALL AROUND FULL LENGTH. 10. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMA70N FOR A 517E SPECIFIC PROJECT- i.e. WHERE ME S17E COND170NS DEVIATE FROM THE P.E.A. (b) CONTRACTOR TO BE RESPONSIBLE FOR -THE SELECTION, PURCHASE AND 1NSIALLA70N INCLUDING LIFE SAFETY OF THIS PRODUCT, -HASED- OAl THIS P.ED. PROWDED-HE/SHE DOES -NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTON SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (a) THIS P.E.D. WILL BE CONSIDERED INVALD IF ALTERED BY ANY MEANS, (d) SITE-SPECIFC PROlEC75 SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL -3ECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED £NGiNEER TO THE P.EO ENGINEER, SHALL SUBMIT TO THIS LAFTER-77HE SITE SPECIFIC DRAWINGS FOR RENEW. (e) THIS PREPARED IT�L BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT I L SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA7ON AT STORM PANEL IN ACCORDANCE WITH SECTON 1715.8.3 OF FLORIDA BUILDING CODE. ONE L48EL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH S£CRON 1715.8.2 OF THE FLORIDA BUILDING CODE. N TI(C/T m ��`,1�P• � ��CENSF ••.., SITA OF 4,c�;� FCORIDP..c���LA1�� FLORIDA Hurricane 14.845• (TOTAL W1DIN) I2.000• (D7EC776E WIDTH) ------------1 1J' 00' 7.500' 9.500' 1.5W' A.500' As MFLCA@L m ) 1 f-277i•--F—JB91'�2/25'-I O FULL ALUMINUM PANEL & HEMMED EDGES ' (TOTAL N (EF70MIF AS AWYA`A&E f`•2. 115'�.y89 i •—{-2I25'� �1 FULL ALUMINUM PANEL W/0 HEMMED EDGES ALiLRlU]E tEe LOG c� .09J' 1 R.121• a•DDD' T TRACK ANGLE A.Ht' •S t.ea• .asr e - IG..aes• © KEY HOLE WASHER J161-MISA ANn. A,IDY �,•. JOf SER/Es L SOND ro SPomt9mSOWNNo:7TD . $ o 2T5 � L SEE DETA2 7 - 1 2000' f0 STUDDED ANGLE me.7-n Arun..wm / YAIE: Jre' - ,- © STUDDED PLA,T� my-m Aunr 8.8f5• (TOM WIOIH)— —6.G170" (EFFECTIVE WIDRI)�j 1.500' 1'CO. 4.500•.-- I luel _ la As APnE .-�y�-- �-2.125•y 03 "h' HEADER M : Jre•. " —9. 1Je• (T^_TAL W/07N)— —B.000' (&7ECDYE WIDTH) --I �-272s•-4 .IS ' N -J•I 4LUMINUM PANEL V0 HEMMED EDGES .JBf' J.a00• ue.. 3' ANGLE BUILD UT- 6RA KET snvE:.ve•- �F.125• . T r0�• L � I J. L SOOO• ? n n 11 2' x 5' (Mom.) x .125' ANGLE I-.050' OR .OBO' 09J' .786' DETAIL 1: s700 w/ DIE asr ANc NICKEL PLATED w1NG NUT h� 2IB8,75' R,.82B• .OB1 N `�`'��VENp ••':J"7 m_ \\\1\\ 0. ® SNAP CAP a '• / ' A F to 0 FSS/ONAIEe;C,111�\ - sssrsAJu/ .075' 3' -Afbx. 'u" BUILD OUT 2�RasO• R. } T)R p H h 2.250• •��-itllL R. zssr Q5 'U'-HEADER M, •, JrB- _ ,• L J88• o.a u it ®'f T TRACK s� E. >re• _ ,• EDL£ VQ 4 § gd ' a ?� 'I 0.JI7' A.e2s• � � 4 i .d E06E �o 3d E9?E GTQ LOT() OPTION t oprIO L Z f2A ROUND HOLE AT PANEL f2 KEY HOLE AT PANEL (OPAON TO 12) FLORIDA BUILDING CODE (Non High Velocity Hunlcone Zone) 02011 IMEC0, INC. 0.050" BERTHA ALUMINUM STORM PANEL (2.25" DEEP) OR.AwN er. EASTERN METAL SUPPLY, INC 12DOBE/ti L E C O I N C. 4268 WEST ROADS DRIVE PHONE• WEST PAWBJHL-07 (561)2rA(59081J-1716 SING & ENGINEER/NC COMPANY A eta JQe, fRelai G.wnGq n.[flee 11-222 (J0J7BN-1SJ0 . !ere (J6e)Bll-IeJI EB-0006719 DRAWING Na �' "� nm uft me ta0 m-ut IJi9q.� SNEE! 7A OF 9 WAL7FR A T/L IT A. P.E FIOR/DA Lie. g A0167 TOP TRACK . (SEE COMPONENTS. SHEET IA OF 9) CONCRETE CONCRETE ANCHORS (SEE SCHEDULE) 3" J 1MMin. !MM I n. 1fj1'1'r/Ir•ui.���� BOTTOM TRACK ���'�P��.••••••••.,f �/T'� . STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET 1A OF 9) _ ! SCALE: 1/8°OF gr �114 Max. GAP 114 May. GAP �>.inn•1� T'm' I FLORIDA BUILDING CODE (Not) Nigh VelocN 1 Hurrfcone Zone) 02011 M7r=. wC 0.050" BERTHA ALUMINUM STORM PANEL L&AX-I.A0. (2.25" DEEP) DRAW Br SECTION A —A L E C O I N C. 121061 1 EASTERN METAL SUPPLY, INC DAM SCALE: 7�8" _ ! ° J/LLIT TEST/NO G ENGINEER/NO COMPANY edss rUc dew n Sn. dn1. txmuC/f9vei li 311ee 4268 WEST ROADS DR/V£ WEST PAL'W DEACM� R' '1 *o7 1 1-22Z PHONE.' (561)209-826J. FAX. (561)841-171B Peas : (]6]f6 EB-Oe . 71 : (wJe)1-1671 EB-OOO Nt b aR ev. M art DRAW27G No lrJ WADER A A/1?" 67 n.DR/Da L'q 44167 - 6HEEJ 2 OF 9 I Min. 4�tftTiu�--t-j ANCHORS (SEE SCHEDULE) ] Min1 0 0 0 0 0 0 r_r_�_�___r_r___r_r_r___r_r_r_r__T_r_r_r___r-r-r� k Q h t y O 1 � TYP O T U H W ti CO A- w J z a u J C RED HUG TW rAur-W OR PANELlgIf 1 E lDR SPACWC) E C T h b !' MIN'IMUM —SEPAR4WN TO I T GL45 mass I I I I I 1 O I I UPCONS, ZVC AdR.IN, RED HEAD DMWLT. Cr TAP -GRIP, C -W le FELLA£ PAWaMIE \(SSEFEF---SCE�EHEDULE MR SPACNC) T POURED \ REWR \ CONCRETE REQNRED'—\ c h I" MINIM SEPARATT01 ,N GLASS z 3/J2' WiNG'NUr O C. �o OR CONCRETE W o CO CREW �' I I Li na BLOCK WALL 1 2I O CONCRETE POURED 197WRID BOCK WALL CONCRETE EOULRFD OR CONCRETE 7 .Cool, BLOCK WALL 6 Cant. I T .AIL POWL SOLID -SET- 2ALL xAR1M 4tlD fmAO REQUIRED .FAMAC N, RFD NFAO OYN4BOLT, l , LT !W-GRP, rAL6-W OP.- g 7WbbN$ 7Md\C "N4UN, R® HUQ CFYW- CALK-W OR ro fEWLEPANaWTE .1 DYNA601T, CF TAP-GRP,- a4LX-W CR ELM PAAEW7E 'Con! AWYMS = Ita[f/ FEMALE R1eElA " AACHWS SCHEWLF FOR SPACWW) (SEE SC 5PAC/N°) ANCHORS (SFF SC1EDUtE_fOR $PACWC) SECTION 0 ANCHOR WALL- - T/NG INS T " "TION BUILD OUT INSTALLATION SECTION 2 scALE : J/e = r SECTION 3 scALE : J/a _ , ' )' NIX/MUM 7/8' x 3/32• WWG NUT I W SEPARATION 70 ® 12" 0. C. I CLASS I '-0 E. D. = EDGE DISTANCE I (SEE SCHEDULE ON FINISHED WALL SHEETS 6 G 7 OF 9) (W/ STUCCO) / � I I I _ _ L" I d I 1/4' m-20 r 3l4' NOTE FOR COMBINATION OF SECTIONS ! BOLTS W 7 a CONCRETE w I J/J2' NC T ® WALL/FLOOR/CEILING MOUNNNG- SECTONS CAN BE CO a OR CONCR£I£ I 71' O. C. L17MBfNfO IN ANY WAY TO SUIT ANY INSTALLATION OR CONCRETE I BLOCK WALL BLOCK WALL - _1 REQUIRED REQUIRED /I CO CmL TA^CLWS U4UG FUCN, RED HE10J DWYBOLT, GFTA4 RP, CALM-W DER A: T!(4 QL'D LIFLF/ FEMLE PANELAIATE A Cont. SECTION ®STUD (SEE EDUL£ FaR SPACM) I 1 • ........... WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECT/ON 1 SGAIE : J/B > , SECTION 2A =GALE : Jia = T •• STATE OF ::'fir \\\` TILL,r T AAS NW. NOTE : DETAIL OF SECTION ® VALID ALSO FOR P WALL MOUNTING INSTALLATION -BECKON 2 (TOP) �O�C-SS/O RI\\\\ el3es SrJ1fDLCf fDR 4MCING I I POURED CONCRETE J £OU/REO_\ o C t• u I I 8 )• MINIMUM rT. SEPAM71ON TO TX cuss BOL15 W/ 7/a „I J/J1' W/NC NUT ®I I a2'•I t2 D. C a I �C PO £D I TAPCONS, 2FEW" FA NREIDWWDWI; Cr)Ap-GRP. -W OE/ O� p „ �Cmnt. I= SCHMULC AV SPAGNc) POURED CONCRETE aREWIRED W I h g I I I I � 7' M/N/AIUM 8 I T SEPARAWAI TO I � cuss I T � I 7/8" x 3/32• WING RUT I 1 w O 1T a C. � o POURED W CONCRETE OR CONCRETE ,I BLOCK -WALL REQUIRED Q L WI -NUT- 12 30 i WI-NU1260, C. TAPMN$ LV/AC.NANN .Rm.HUO DH1A90L1. CF TW-GRIP, ad4kV OR Cool. aW AWf/ feG r PANTLWYE (SEE SN _(SEE C/EDtA.L fOR.SPACNO) BUILD OUT INSTALLATION SECTION 4 SCALE : J/8• = 1 FLORIDA BUILDING CODE (Non Nigh Velocity Hu one Zone) 02011 WEC0, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.G./R.L/A.G. (2.25" DEEP) DRAWN Br EASTERN METAL SUPPLY, INC 12/�011 L E C O I N C. 4268 WEST ROADS ORNE WEST PALN BEXW,, FL JJ407 PHONE. (561)209-a26J. FAX.' (561)841-1716 STING R £NGINCERING COMPANY w sx m anew e. x n .uree 11-222 i E9-0006719 GRAYDNG No A�a1X °rQ � WALTERA OL1JT.6 f10R)D9 Lfe. M767 mm-rAr i;ze/r SNfFf J GF 9 ! I Cf T�-GRIP, LAIR 1 O Cont. OR EILO YAIE7 iFJMtE T PA (SEE NRANSCHOKR7E AACHORS , £ fOR \( SPAL9NO) 8 POURED CONCREDi REQUIRED -\ C11 W I I I I I' MM/MUM SEPARATION 70 CGA55 I 1 4' 0-20 LTS J/J2" WING NUT TAPL1)N$ L:ILK G' "'C' FTJGIE vANrcw1E AAamRs (SEE STNEOULE fOR SP RI E •20 S S. MACHINE NUT & WASHER' POURED R£OU/RED NCREIE I I 1" I ha I I � I $ I Cont. I I � I I � I I u I" MINIMUM I I SEPAR477OSN TO ICLAS TAPCONS. CALK-LN OR LLCO mw FEWAIE PANLLMME ANCHORS (SEE SCI®ULE Fat SPAcm) F. D.— £. POURED CONCRETE I I I 1 REQUIRED — f-I"-}; 1,1 I I a i 7 I I � 7JB' r 3/J2" WMC CR -REQUIRED E7E BLOCR WALL RED T I " M✓T p7 7., 0 S. S. NUT &-WASHER -MORpea-NA1f,/ C LWVE AnrxGRr T 1 Cone. SCHEDULE FOR SPA(YIVC) BUILD OUT INSTALLATION - SECTION 5 SCALE : J/8' - 1" POURED E7 RLOUTREO FJ I iAPLON$ CALK-M CR LI.tO fEA61Lf PANElIdff ANCHCIS E. D.4 (SEE WIEWLE FYRSHCW) CEILING Ai FLOOR MOUNTING INSTALLATION - SECTION 6 SCALE : JJB" = 1 114' P-20 K 3 ' E. EDGE DISTANCE BOLTS W/ 7/8 (SEE SCHEDULE ON JJJ7' WMD-NUT ® SHEET 6 & 7 OF 9) 12" 0. a I I �rl TAKON; aOR LZLV � E D. /E E PANE,mA m AN'LH4R5 (SEE W.,fO4 R SPILAG) POURED CONCRE7E REQUIRED FLOOR MOUNTING INSTALLATION - SECTION 5A ScALE : 318' = I - PGURm eoNCRETEJ �-- -� REa9RE0 I I TAPLONS, CMX-IN OR IIM AEM/LE Ams—TE ANCHORS (SEE SChOL E MR SPAMW) CEILING A% FLOOR MOUNTING INSTALLATION - SECTION 7 SCALE : 3/8' - 1' \s A..T144 " S/NNAL ENS'\ oT, CALK -LA ALL POINTS SOLID -SET OR — ELCO MALE/FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) • r POURED CONCRETE C OR CONCRETE W BLOCK WALL REWIRED a i- MINIMUM 718101 W/NG NUT ONLY .APPLICABLE AT MALE PANELMATE(TYP.) I I I I I I I I I I / � I I I a I I T I I POURED CCONI OR CWRaF W I REQUIREDoLL RI FAI _ % I CALK -IN, ALL POINTS SOLID -SET OR-; &CO MALE/FELMLE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) WALL MOUNTING INSTALLATION (D. M. - SECTION 8 SCALE : 3/8" - 1" • SCREWS USED T ANCHORS MAY BE 114.0-20 SIDE NERD WA B&OL®J OR 1J4®-20 TRUSS D SOLT ' SIDE WALK BOLTS ARE J14 9VJJJ2'DRCK HEAD lqC WE SCREW W/ LENGTH AS PER NOTES A2 & 8..2 (SHEET I). • TRUSS HEAD ROLIS ARE 1/7 ErIJ8' DICK HEAD MACHINE SCREW WJ LENGTH AS PER N07ES A2 & R.2 (SHEET 1) FLORIDA BUILDING CODE POURED CONCRETE OR CONCRETE BLOCK WALL R£OUlRf0 \ POURED COMO BLOCK WALL RE'OU/RE0 \ —' 1' Nin. CONCRETE ` ANCHO ® /2' RS 0. C. REQUIRED ALWAYS Z 2' x 4' x .123' 3105-1114 OR 6093-76 ALLOY Can. Alum. ANGLE CASE A (Plan ) SCALE. 114" = f" POURED CONCRETE� OR CONCRETEBLOCK WALL REQUIRED CONCRETE l•--•2.500' ANCHORS +.� II u 0 12' 0. C. "Mm� L II ARIES J' Nor. L— — = OR ®OR O N �l 1.000' I \ OR ©OR ®OR O 2" Max. I 1' 2" - ALTERNATE LEG LOCATION x x .055" \ I OR I C-L Num. ANGLE OR —� — OR .080' 3105-H194 SHEET METAL Alum. 0 BOLT f' 4' x .072' BENT PLATE 14' a C. 3f05-H14 OR 5063-TC ALLOY W/JACKNUT Cant. AWm. MOLE ' CASE R (Plan) CASE C (Plan ) SCALE: 114" = 1" SCALE: 1/4" 1" LEND CLOSURES DETAILS MAXIMUM A.S.D. DESIGN PRESSURE - RATING_(p s f AND CORRESPONDING MAXIMUM PANEL LENGTH "L " POURED C�RETE I CONK SCHEDULE FOR A GIVEN PANEL SYSTEM BLOCK- WALL (OPEN Posmc/++) REQUIRED . -MAXIMUM A.S.0. DESIGN PRESSURE RAT/NO Max. PANEL LENGTH L (ft.) MOUNTING W/ T' HEADER J� MOUNTING W/ %L' HEADER Q WALL A40UNTI G W/ COMPONENT �4 & +30.01 -30.0 12'-11" 12'-11 " 12'-11 " +30.0' -35.0 /2'-11 " 12'- I 1 " 12'-11 " +J5.0, -40.0 12'-0" 12'-0' 12'-O" +40.0, -45.0 1 P-2" 11 '-2" +45.0, -50.0 10'-7" l0'-4" 10'-7• +50.0, -55.0 10'-0" 9'-4" }O'-O• +55.0, -60.0 .0'-7" 8'-6" 9'_7. +60.0, -65.0 9'-2 9'-2^ +65.0, -70.0 8'-9" 7'-2' +7ao, -75.0 8'-6' +75.0, -80.0 8'-2' 8'-2^ NOlE; MINIMUM PANEL LENGTH IS 3'-0" TAP ALL R£NA/N CLOSED AT N N I l HURRICANE-CIINLUI)ONS. COM, j I r" I 1' MINIMUM SEPA 1' NWIMUM I TO GLASSN I SEPARATION ,T 10 GLASS I CONT. POURED I CONCRETE 0 o I CONCRETE BLOCK WALL /W I REOU/RFD 'OURED CONCRETE TR' CONCRETE BLOCK SECTION @ STUD ALL RFOUIRED TYP. TOP/BOTTOM TARCON ANCHORS OR ALL POINT SOLID-W ' COAT. (SEE SCHEDULE FOR SPACING) (OPEN POSITION +) WALL MOUNTING INSTALLATION SECTION 9 SCALE : 318" - 1' NG NUT/32 ® EA. 57UD POURED CONCRETE CONCRETE BLOCK WALL REQUIRED 2" x J' x A9J' 3105 H-1 f OR AB ALLOY Cant Alum. WITH AANCLE� WITH ANCHORS 0 / 0. C. POURED'CONCREIE OR CONCRETE BLOC WALL REQUIRED POSITION +) 0201t TRTFCO, INC. IL E C O.NC IT TESTING h ENGINEERING CO Me (.Wl9ntsm. la: (ms= 3 1/4' CASE D (Plan) SCALE.• 114' = 1' CASE E (Plan) OER A. ;; SCALE 1/4 = 1 • / yfT ST 7,10 - s •.• R1DA •.�'o OLDING CODE (Non Hlgh VBIocTry 60" BERTHA ALUMINUM STORM PAIGC4 ix/�OfR.C/A.G (2.25" DEEP) DRAWN BM. EASTERN METAL SUPPLY, INC "a,E" 4268 WEST ROADS DRIVE WEST PALM BEACH, FL JJ407 PHONE (561)209-826J FAX: (561)841-1716 11-222 bR I I ORAWNC Ab SHfEI 5 OT 9 THIS Gf DULE WOKilTES BEouD A AArnOR Sp"NG MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR FOR A RYEN AS0. OESf[YI LOAD AND PANEL L£NGM. HOWEVER IN MUULOAD PANEL fL VE FOR A GNEN E. D. = EDGE DISTANCE -SCHEASA DES ON LdID MUST 8.VE/LDID AS PER SPACING SCHEDULE FOR INSTAL .ATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES + SCHEDtAE ON SHF£T 4 GF B. - M4XI/UM A.S.D.APPLIABLE MAXIMUM ANCHORS SPACING FOR E. D. = 3 1/2-•• DESIGN SU PRESSURE RATING (P.e l.) TAPCONS D1.WC AaLW RED HD. 01NAB01T �_w SOLID -SET PAN£WAIES OF TAP -GRIP TO SECTIONS f & ANY1O OF MT�HEM M413ft PANEL LEN�ITH ro TO roACRflE m M450NRY m ro"cRErE ro NASONRr ro COAYREIE ro MtS " m CONCRETE ro L AWWY m COALR7E ro ALISONRY 12' - - - 12' - 12• - 1 (70P) 12' } 12. 12' 12' 12" B' 12' 12` 72' 12' 12' 10 -1/?' 1. e(BOTTOM) - 72•++ _ 12' 12' 72' 12" 72' - 12' - 2. 9*(TOP) JO" 12'+ 12• f2" 8" - - 72' 12" 12' 10 112" 2 (BOTTOM) 12"++ 12• 12" B" - - 12" 12' 12' 10 1/2' 2A (BOTTOM) +35.0. -40.0 12" - 12'++ _ 12' _ - _ 12" - 12' - J & 4 (70P) 9'-0- OR 12' 10' 12'++ 12" 12' g• _ _ 72' 12' 12' 10 1/2' 3 (80770M)OR LE55 lY to' 12•}+ 12' 12' g• _ _ 72' f2' 12° to 1/2• f (BOTTOM) LESS 12" _ 11' - - _ 12• _ 12" _ 5 (1�P) 12' to' 11"++ 12• 71' g" - _ 72' 1 !2" 12' TO 1/2' 5 (BOTTOM) 12' _ _ _ 12• _ _ _ 72' _ _ - 6 (TOP) 12' - - - 72, _ _ _ 72' _ _ _ 6 (BOTTOM) - - 11'" - - - IT' - _ - - - 72" - - - 54 (%TPTO M _ 11' - - - -72" _ - - 12' - - _ --7 (BOTTOM) 12= 12" 12' - 72"++ - 12' _ _ _ 12' - 12 _ 1 (70P) 12' B" 72'++ 12' 12" 6• 12" 12' 12" 12" 12' 8 1/2' 1, 91(SOT70M) 12' - 12'++ 12' 12' 12• 12' 12• 12' - 12' - 2, 91(70P) 11• 8' 12"++ 12• 12" 6• _ _ 12' I2' 12' A 1/2' 2 (BOTTOM) 12• 12" 6• _ _ 12' 12" 72' 8 1/1' 1A (BOTTOM) 435.0 -400 12• - 12"++ - 72" _ _ _ 12" _ 12' - J & 4 (TOP) OR 12' B' 12'++ 12' —12' 12" S. _ _ 72' 12" 12' 8 1/2' J (BOTTOM) >8'-O' lE55 12' B' 12" 6• _ _ 12" 12• 12° 8 1/2' 4 (BOTTOM) 10 12' - 72'+ - 12" - - - 12' - 12° - 5 (TOP) 10'-0' IZ' 8` 12°++ 12• 12' 6• _ _ 12' 71" 11• B 1/2' S (BOTTOM) 12' - - - 12" _ _ _ 12' _ _ _ 6 (TOP) to" - - - 10" - - - 12" _ _ _ 6 (BOTTOM) 9' - - _ e' _ _ _ 72• _ 7 P g• _ _ _ g• _ - _ 71' _ _ _ - 7 (BOTTOM) - - - - 12" g• 12' I2' 12' 12' - - (TOP/BOTTOM) MAX/MUM MAXIMUM ANCHORS SPACING FOR C. D. - 3 1/2' •• A S.D. DESIGN PRESSURE APPLICABLE TO SECTIONS & IMVllUAI PANEL 7APCONS I RED HA DYA"LT CALK -IN SOLID -SET I PANELWIFS CF TAP -GRIP RATING LOMB/AWWA LENGTH m CONCRETE ro M4SONRr to CONCRETE TO U49ONRr _ WA'CREIE m KAS&W m MCRM To MASONRY To CONCREX m MASMW m roRCRE7E m MASONRr of IHEA1 Z' (H.J 12' _ 12.++ _ 12' - - - l2' - !0" - 1 (TOP) 12' g' 12'++ 12• 12' g" 12' 12' I2' 12' 11 1/2' 6 1/2- 1, 91(BO770M) 12" 6" I1'++ - 12" 72• TV 12' 12• - 11 1/2' - 2, 9*(TOP) 12' 6" 12'++ 12' 12' 5' - - 12' 12" II 1/2' 6 1/2' 2 (BOTTOM) 12' fi" 12'++ 12' 12' 5' - - 12' 12' 11 1/2. 6 1/2' 2A (BOTTOM) OZO,, -40.0 12' - 12'++ - 12" _ _ _ 12' - 11 1/2' - J & 4 (TOP) O4 12' 6" 12'++ 12' 12' 5' - - 12' 12" 11 1/2' 6 0' J (BOTTOM) 10'-0 LESS 12' 6" 12•++ 12" 12' 5• - - f2' 12' 11 1/2' 6 1/21 4 (BOTTOM) TO 12' - 12'++ - 12' - - _ 12" - 11 1/2' _ 5 (mp) 12'-I1 12' 6' 12" 12 12' 5- - - 12' 12' 11 1/2' 6 1/2' 5 (BOTTOM) 10' - - - 70' - - - 12" - - - 6 (TOP) g• _ — _ g 8 (BOTTOM) = - 7' - — - 7' _ _ 9 1/2- - SA BOTTOM _ _ _ _ 7 P) ._ 7' - - - 7' - - _ r0' - - - - - 12 - 11` 12' 12' 12` 1 Iff-(TOP/BOTTOM) + ONLY-.TAPCON ANCHORS -OR ALL POINT SCUD -SET ALLOWED FOR MOUNTING+ SECTION 9, ++ ANCHORS SPACING ONLY VAUD FOR 24MAC WLIN. • SEE SHEET e & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. •• MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2• EDGE DISTANCE, FOR E. D. LESS THAN 3 1/2 ; REDUCE ANCHOR SPACING BY MUL77PLnNG SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E. D. FOR CALK -IN ANCHORS & ELCO PANELMATE IS 2 1/2' AND J 1/2' FOR SOLID -SET ANCHORS). ACTUAL E. D. FACTOR TAPCON 7A��L1�A,C�� yAW�LIN /DYNABOLT LTMA7E5 rytA•-M SOLID -SET CF TAP -DRIP 3' - .86 ,75 .78 1.00 2 1/2" - 2" 1 1/2" .35 - - - - NG COO£ A. 07% I y7 STATE OF A, RID Oo��69 *'I. - I EO • 1 4 % LAC SCREWS 0 6' O.C. IHRFi10EO PENER7gJ/0N TO IXLSRNC WOOD HEADER. .5W' 4250' Mer. W I 3 Cont. 1 -WOOD HEADER 0 REQUIRED I ALTERNATIVE 1 1' MNLVUN 1 SEP CLASS 70 CLLSS I a 4 7/R' 0 x J/J2' WING � NUT O EVERY • ;''. I STUD 0 12, O.C. iL � /.000' 10 Conl. 1/4 6 MO SCREWS 0 6- ?, O/ P O.0 W/ 1 1/2' Min, IWLADm PENE7R00N 0 M/DWIDTH OF PMTE. ALTERNATIVE 2 1• "mmuN I 1 sEPIM WN TO CLASS • 0-20 , TSW/7 J/J2- W'NC 12'Q. C, I 7 Cont. 0.500' 1 4 0 LAC SCREWS 0 6' 2' • P O,C. Y/// 1 1/2' Nin E U/ 7NREAbEO PENETRATO, 0 N/DWWR, OF PLATE ALTERNATIVE 3 1/4 0 !AC SCREWS 6 6- O.C. W// 1 1/2' Nln. DIRT - PENEIRARON F.1711 WOOTo HFiNFR. .500' 0.150' 71 Nox. 7 . I -WOOD HEADER REQUIRED I g I € I ' I 1/4' 0-20 x SE M RON TO BOLT W, CUSS I 7/9' 0 x J/J2' WING NUT 0 a EVERY STUD 6 12' 0. C. I 7A Cant: . 1/9 -0 LAG SCREWS 0 6' .• O:C. W/ 1 t/2` Min. ��{{ AMWIDIH OF PLATE. ALTERNATIVE 4 1' r 2' r .125' (hn) ALUM. TUBE W/ 1/4' 0 LAO SCREWS -0 5' O.C. a16TR1A/"ON 1A, ES77MG WOOD HEADER 1 /JJ.YJ.J, I I 3 mat. WOOD I �IX ' REQUIRED I 1'-LONfNUM I FPARAIWN M GLASS OZ 3/9' DIXO A SCREWS I xx 1 7 •. C'i 1/4' 0-20 x v M'n' 500 I BOLT W/ 7/9' 0 r 3/J1 � WING NUT 0 EVERY STUD 0 12' 0. C. lmt ' 'A .125' WOODS Nam. TUB£ (Cant) H.1 24REOU' 0 UCCREWS 0TUD(M/DW7OTHDF•Y' NM. NOMINAL) AND W/ 7' Nin. 7HRFAOQ PENEIRARON INTO EWSRNG STUD. ALTERNATIVE 5 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4• - 1' 1/4- 0 LAG SCREWS O 1/4' 0 LAC SCREWS O 6' O.C. W/ 1 1/2' Nin. 6' 0.C. W/ 1 I/2' Min. iNREAOED pENE7RATlON TO 7XRFADED PENETRIRON TO !SONG WOOD HEADER. WOOD HEADER.0.250' CIS77NO 0 ,A(.,.0' 1 e'6n. I Win. t I 4� < 3 Conf. WOOD HEADER I Cmt. m WOOD HE � I REOU/RFD y1 OfD p�o 1 2 I / 2 —SEPARATWN TO I 1`ED A. I SEPARAnON AD CLASS GLA6s � 80,11IEX - TEIC SCREWS O 6' O.L. 1 C - 0.500' I /J1' N9NC J' .500' I I NUT O EVETiY STUD O 12` O.0 Nin. 1.1 6 Cont. 1//4' 0-20 x Jr4' 8f1175 - Cont. - D 0 4' O -C W/ J/J 0 WING NUT O _ 72 O. C 8 L f/4. 0-20 S S. RE /RLV 4 BCL75 0 12' O. C. O Cant. W/ NUT WASHER 1 4' 0 LAG SCREWS 0, 1' x 4' x .125' (M/m) 6063-75 ANm. TUBE- THREXDEO A --0=N10WlDiN L SCREWS 0 EACH STUD (N10WIDTM OF STUD, 1 Mn. NOMINAL) AND W/ 2' Mt THREADED PET:ETRATION INTO IXISRNC STUD. ALTERNATIVE 6 ALTERNATIVE 7 INSTALLATION DETAILS ON r NOTES, 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.SD, DESIGN -PRESSURE RATING -UP TO *65.0. -72.0 psf AND PANEL'S LENGTHS UP TO 9' 0. 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE -SOUTHERN PINE NO. 2, W/ SPECIFIC -DENSITY OF 0.55 OR EQUAL NOTE FOR COMBINA77ON OF SECTIONS WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. EXISTING WOOD BUILDINGS ,,1 DER . TiL ��•'•�,\CENS'• T9 e S46( i 1/4' 0 LAC SCREWS O 6' 0. C W/ 1 1/2- Min. THREADED PENETRATION TO EX/SRNG WOOD HEADER. / 11 Cont. S. S. 0.. G W/ NUT & WASHER 1 11"Min 0,250' MOx. D' 1 5 cone. 1' NlN1Nl/M I -SEPARATION TO m GLASS ALTERNATIVE 8 I 1/4° 0 9W S MDIX I RX SCREWS ® B' O.C. ' O.C, 22 J2I � J' .500' 9 ' Min - M'n, Con& I I 1 ,1/4'.0-20 ELCO PANEL+d47E ® 12' O. C.o Q7 & 0 6' 0. C. 0 W/ 1 7/8' Min. P0V/47R 4770N C I /4J j CONT. I I I £ I o I lu I � I I I ) o I 2 I W I I 1 I I w -7/4' 0-20 LTC0 WOOD i ATE PANELA14TE Ne® 1T' REOUIREO PANA1E 0. C. W/ 1 7/8' -LBn� PENETRATION O _ wo STUD G �1- (ILL MIOW/01H OF PLATE R 24' O. G1REWIRED1/90-10S11'OCW/11Cont. 1'x 4' Y .1256D6J-75 Alum. TUBE (Conf.) (2) 1/4. 0 LAG SCREWS ® ALTERNATIVE 10 EACH STUD (M/DW/DTH OF STUD, 2• Min. THREADED ALTERNATIVE 9 PPEN"Em DON�MO IXSBNG STUD. WALL MOUNTING INSTALLATIONS SECTIONS A SCALE: 1/4• _ I' NOTE FOR COUSINA77ON OF SECTIONS: M0 WALL/ C""NO MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A-S.D. DESIGN PRESSURE RATING UP TO +65.0, -72.0 psl AND PANELS LENGTHS UP TO 9'-O°. 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. J- MINIMUM SEPARATION i /CLASS IT QICONT, 1/4. 0 LAC SCREWS 0 4' 0. C. W/ 1 1/2' Mir THREADED PENETRATION TO EXS77NG WOOD BEAM POSIDON •) _7/4. 0 LAG SCREWS II O. C W/ 1 1/2' Mim �%ZD5 LACW ENEIR4)R7N tL . MI .IH OF PLATE. 40NT. (OPEN POSITION •J 1' MINIMUM SEPARADON T GLASS EN 0 LAG SCREWS C. W/ / 1/2- im TOED PENETRATKON OSRNG WOOD BEAM REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER /1467ALLARON. I -1/4' 0-20 x J�4' 80115 W/ 7/8 x J/J2° WING NUT 0 12" 0. C. 4D / yl C. 0 k+ 7' M/NIAfNUM f� 2 SEP GLASS CLASS V \ — V trot o J2'12' O. C. 2' r B' x �oWOODDECK f no OR 9o-� 1 4' m LAC SCREWS ® 4" 0.'C W/ 1 1/2- Lin. THREADED PENEM770N. 1/4' m lAG SCREWS-® g0L)S W/ 7/B 4" 0. C W/ V2' WING NUT THREADED PEN 770N. 11° O. C. ALTERNATIVE 1 ALTERNATIVE 2 CEILING & FLOOR MOUNTING INSTALLATIONS J 7/8' x 3/32° - W/NG NUT O SECTIONS 8 ED I EA. STUD ED • Ey X SNAP CAP ro RELWH CLOSED AT NON WOOD HURRICANE COND17MS. PLATE ONT, REQUIRED (OPEN POSITION SECTION ® STUD TYP. TOP/BOTTOM ALTERNATIVE 11 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS lNG CODE SCALE : 1/4' = J' � 3 y . STATE OF s�?NAL 11 8/29/2014 James F Cummings Record: 1. of .1 Property Identification Site Address: 17375 HAMMOCK LN Sce/Town/Range: 11 :36S :38E Map ID: 32/11X Zoning: AG-2.5 Property Appraiser - St.Lucie County, FL PROPERTY RECORD CARD °«Prey NlexI >> Spee.Assnint Taxes ParcelID: 3211-811-0032-000-0 Account #: 35201 Use Type: SF Res City/Cnty: Saint Lucie County Exemptions Permits .Horne Print �- CrF BOG Ownership and Mailing Legal Description Owner: James F Cummings Aleta H Cummings HIDDEN ACRES BLK D LOT 8 (2.75 AC) (OR 354-1276) Address: 17375 Hammock Ln Fort Pierce FL 34987-3104 Sales information Assessment 2014 Total Land and Building Date Price Code Deed Book/Page 2014 TRIM: 149300 Land Value: 58100 Acres: 2.75 5/1/1981 21000 01 CV 0354 / 1276 Assessed: 142051 Building Value: 91200 12/1/1980 12000 00 CV 0344 / 0272 Ag.Credit: 0 Finished Area: 1936 SgFt 1/1/1979 15900 00 CV 0301 / 0659 Exempt: 50000 12/l/1978 12500 00 CV 0299 / 1860 Taxable: 9201 10/l/1976 12500 00 CV 0259 / 1546 Taxes: 2003.16 BUILDING INFORNIATION Exterior Features View: - RoolCover: SD - Dim Shingle RoolStruct: HP - Hip ExtType: HC - HC YearBlt: 1981 Frame: Grade: C - C EffYrBlt: 1981 PrimeWall: BS - CB Stucco StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth SWAY - RES POOL AVG Y 1 480 AV AV 1981 1 0100-SF Res 205 -Front Ft 200 600 PAOI - POOL DK-AVG Y 1 445 AV AV 1981 ENC2 - POOL ENC-AVG Y 1 925 AV AV 1981 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http:/Am&w.pasic.org/pas]c/prc.asp?prciid=321181100320000 1/1 ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES COMPONENTS AND CLADDING OF WALLS BASIC WIND SPEED(MPH) 170 EXPOSURE D BUILDING TYPE CAT II MEAN ROOF HEIGHT 15 TOP OF WINDOW OR SHUTTER HEIGHT 8 ALLOWABLE STRESS DESIGN 0.60 NAME James F Cummings Aleta H Cummings UNIT # N/A UNIT # SHUTTER TYPE WALL PRESURE INTER/END ZONE ALLOWABLE STRESS DESIGN (0.60) UPPER TRACK DETAIL LOWER TRACK DETAIL OPENING SIZE W X H SHUTTER WIDTH SHUTTER HEIGHT SHUTTER SPAN STORM BARS # REQ'D ANCHOR SPACING TOP BOT 1 PANELS +73.0/-95.5 +43.8/-57.3 SECII SEC 1 36 X 55 36" 55" 52" N/A 12.0" 12.0" 2 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SEC 1 36 X 55 36" 55" 52" N/A 12.0" 12.0" 3 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SEC 1 108 X 55 108" 55" 52" N/A 12.0" 12.0" 4 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SEC 1 36 X 55 36" 55" 52" N/A 12.0" 12.0" 5 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SEC 1 36 X 55 36" 55" 52" N/A 12.0" 12.0" 6 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SEC 1 36 X 43 36" 43" . 40" N/A 12.0" 12.0" 7 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SECII 36 X 43 36" 43" 40" N/A 12.0" 12.0" 8 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SECII 36 X 55 36" 55" 52" N/A 12.0" 12.0" 9 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SEC 1 36 X 55 36" 55" 52" N/A 12.0" 12.0" 10 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SEC 1 36 X 55 36" 55" 52" N/A 12.0" 12.0" 11 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SEC 2 36 X 55 36" 55" 52" N/A 12.0" 12.0" 12 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SEC 1 36 X 85 36" 85" 82" N/A 12.0" 12.0" 13 ACCORDION +73.0/-95.5 +43.8/-57.3 SEC A SEC H 66 X 82 66" 82" 79" N/A 10.0" 10.0" 14 PANELS +73.0/-95.5 +43.8/-57.3 SEC 8 SEC 8 48 X 36 48" 36" 33" N/A 12.0" 12.0" 15 ACCORDION. +73.0/-95.5 +43.8/-57.3 SEC A SEC H 78 X 83 78" - 83" 80" N/A 10.0" 10.0" 16 PANELS +73.0/-95.5 +43.8/-57.3 SEC 1 SEC 1 30 X 86 30" 86" 83" N/A 12.0" 12.0" 17 PANELS +73.0/-95.5 +43.8/-57.3 SECII SEC 1 36 X 55 36" 55" 52" N/A 12.0" 12.0" 18 19 20 21 22 23 24 25 26 27 28 29 30 10 17 -5/21/13 �y Florida Building Code Online Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.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 rYK Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. Validation Checldist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL389 R5 COI ASSA certification of independence drwa 11-192.pdf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL389 R5 Eguiv EOUIVALENT LETTER ORIGINAL.pdf Method 1 Option D Year 2005 2005 2002 1994 Date Submitted 12/21/2011 wAw.floridabuilding.org/pr/pr app dtl.aspx?paranr=wGEVXQvADq%NNHH2vJvA53MmXdCOtOX3bENFONlQQc%3d 1/2 5/21/13 �Y Udtc yd11UdLCu Date Pending FBC Approval Date Approved Summary of Products Florida Building Code Online 14/ 4114U 11 01/31/2012 04/03/2012 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade 3 Extruded aluminum interlocking blades retained by tracks (top and - (Non-HVHZ) - Drwg 11-190 bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II drwa 11-190 ASSA.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 13'-0" for 40 p.s.f. FL389 R5 AE product evaluation drwa 11-190.Ddf ASD negative load the HV3 blade w/o window blade, 5'-6" for 110 Created by Independent Third Party: Yes p.s.f ASD load for HV3 blade w/o window blade and 9'-6" for 62 p.s.f for HV3 blade w/ window blade working in unison and 84" for 72 p.s.f. ASD load for HV3 blade w/o window blade installed into metal studs. See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top and Only- (Non-HVHZ)- Drwg 11-192 bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II ASSA drwa 11-192.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 p.s.f FL389 R5 AE ASSA Productevaluationreportdrwa11192.pdf Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod configuration for the HV1 blade, W-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 HVI 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 -COMBO- Extruded aluminum interlocking blades retained by tracks (top and (Non-HVHZ)- Drwg 11-194 bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II ASSA DRWG 11-194.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'-0" span at 30 p.s.f ASD load for FL389 R5 AE ASSA Product evaluation report drwa 11-194.pdf Created by Independent Third Party: Yes Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively [lack N°xt Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyriaht 2007-2010 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 forofficial 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: M eChx„ MW Cceiit ArFE lnnnnnifloridabuilding.org/pr/pr_app dtl.aspX?pararr�wGEVXQwtDgJYYHH2u1v,53MwsXdCOtOX3bENFON1QQc%3d 2/2 6i j#Hs $ TWA CCUS �Wn.R'Wvl= -NOWVlWlSNt M Ww SI 133HS' Sl'NI3'0: >ti`011b2N,N*CO 4 A631r.- i CORA: A301G, V -:hndA5S: tlbate' S; Vj . 334S ADDIS' Dw "ADDiS';? iMDtOD 116 Of, !MRS 1:pHs", elmn XvvisD6b 4 -S3 't MRS, lmims'-w1aU MRS! 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AH' ONE WAQCK OS SH AI:L 6E. USED AT 1/2AF`SHUTIER.SPAh( FD or N: QR ' I -. :. .. !! • 12 X90VE OR.6 QF,';FEiElitls� SP/UJ TOR SPANS U? Ttl:tOb ANQ" F"f tNS'T Mill T AIdX EtEVAT10N.:H1+ tACKk ATRf"8E US£O�AS AN' jNS:flii'0€}15411EaDCK, hTTACHE6Tt2OR CENIEjildATE6 AAA.. :: •.,. 4 4i�j{21'•2jA'b-i0 x•.1j2":LONO FLAT1400 S.S. M.S.:LOCATION'OF. LACK SHAi.ir,HE�AS.INO{ChpED ON ICAL',SHtlTT$R E[VAT OFL: 2 . R PERFOR 0 UP':IY} TVTQ HV 1.00K5 ':a, OR .M4Y &E ;USE6 AS AN E LOCK:.'CO*id'ECTION<-QF LOCItS�TD.CEh7ERMATES._ r r OR SHALL As IND CATER ON. NOTE 2 VA80VE, C0 t6H OF y . 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