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HomeMy WebLinkAboutProduct Approval (clears) Florida Building Code Online ✓S Page 1 of 2 [m� riew F; SCIS Home Log In j User Registration I Hot Topics i Submit Surcharge Stats&Facts Publications Contact Us i BCIS Site Map i Links I Search Flolitla u Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail tl 0r FL# FL15094-R3 ��ED Application Type Revision vac Code Version 2017 1p19 Application Status Approved ,VL 1 t Dip aCym@„ tn9, rpt.n" Comments eefl ct\. tr G Archived 5t. Product Manufacturer Eastern Metal Su I Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 y� (80 2204 Irodriguezriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email CategoryShutters Subcategory Storm Panels 0 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L_I 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 2/31/2019 Validated By o n enry Kampmann Jr. CEJ Validation Checklist-Hardcopy Received Certificate of Independence FL15094 R3 COI EASTERN METAL SUPPLY INC. DRAWING 17-088 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E 1996 2005 ASTM E 330 2002 ASTM E1886 2005 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app. dtl.aspx?param=wGEVXQwtDquS 73 Fr2ZyiPj Z4.... 6/3/2019 Florida Building Code Online Page 2 of 2 I Product Approval Method Method 1 Option D i I Date Submitted 09/13/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 I Summa of c s F Model,Number or Name cription 15094.1 Clear Bertha Storm Panel-2"- Corrug ed Polycarbonate storm panels retained or not by Nan-HVHZ-Drawing# 17-088 tracks to ovide hurricane protection. Limits of Use Installationnstructions Approved for use in HVHZ:No FL15094 R3' I EASTERN METAL SUPPLY INC. DRAWING Approved for use outside HVHZ:Yes 17-088 CLEA BERTHA STORM PANEL.PDF Impact Resistant:Yes Verified By: erican Test Lab of South Florida Inc. Design Pressure:N/A Created by I dependent Third Party:Yes Other:Large Missile. Max span is 7'-5"for+60,-60 p,s.f. Evaluatio eports ASD.See sheet 3 of installation drawings for other spans and FL1509 R3 AE EASTERN METAL SUPPLY INC. DRAWING pressures. 17-6F PRODUCT OF EVALUATION REPORT.PDF rested by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 mall.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: Nig z— ckck E Credit Card Safe i i http://www.floridabuildi,ng.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiPiZ4... 6/3/2019 (aE6ML NOTES. A4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR I. STORM PANEL SHOWN ON THIS PRODUCT£VALUATION DOCUMENT P.E.D. HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ANCHORS SHALL BE LONG ENOUGH TO REACH THE AIMN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS (P.E.D.) INDICATED ON NOTES A!) A.2)&A31• WITH THE 2017(60; EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SYSTEM SHALL MI BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(UMMI-RADE/BROWARO COUNTY). (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90 -114'0 TAPCON ANCHORS MANUFACTURED BY LTW. BUILDEX OR ELCO CONSTRUCTION PRODUCTS& 114"0 BLUE TAP DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC710M 1609 OF THE ABOVE MENDONED CODE, ANCHORS AS MANUFACTURED BY FLORIDA FASTENERS, INC. FOR A WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND -114'0 ELCO MALE -PANEUAATE'14WUFACTLWED BY ELCO CONSTRUCTION PRODUCTS. FOR A DIREC11ONALI7Y FACTOR Kd-0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2077 F8C AND SHALL -1/4'o X 314'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3& 6. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 NOTES: SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULRPLYING THEM BY 0.6 R/ORDER TO 8.1)M!NIMU.M EMBEDMENT OF TAPCON BLUE TAP ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE R477NGS INDICATED ON SHEETS 3&6. SHALL BE 1 114' STORM PANEL'S ADEQUACY FOR IMPACT AND WINO RESISTANCE HAS BEEN VERIFIED iN ACCORDANCE WITH SECTION 1609.1.2 Of - 8.2)314'SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT, NO EMBEDMENT INTO THE ABOVE MENTIONED CODE AS PER ATLSF REPORT IT 0615.01-11 &AR REPORT 8 0302.01-EOR PER ASTM E 1886&E 1996, STUCCO SHALL BE PERMITTED. &ASTM£330-02 STANCOAD. I14'0-20 SCREWS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO EXIST, 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THEIR A14D 1'MINIMUM FOR WALLS WITH NO STUCCO. CORRESPONDING MODEL NUMBER: 8.J)IN CASE THAT PRECAST STONE OR PREC457 CONCRETE PANELS BE FOU14D ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE GENERAL ELECTRIC PLASTICS LEXAN 103 BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 1N B.1)&82)ABOVE: DOWN CHEMICAL CALIBRE 302 V-6 (C)ANCHORS SHAtt 8£INSTALLED FOtt04f?ttG ALL OF 7H£ItECOMMENDA770N5 AND SPECIFICATIONS OF THE ANCHORS CAVESTRO LLC. MAKROLON POLYCAR80AATE SHEETS MANUFACTURER. 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWIfIG INSTALLARON DETAILS SHOWN ON SECTIONS 1 THRU 4, MINIMUM PROPER77ES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS: SHEETS 4 &5 TYPICAL PROPER77ES APPLICABLE STANDARD REFERENCE RESULT B. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. PHYSICAL: SPECIFIC GRAVITY AST/A D792 1.20 G/CC 9. 1T SHALL 8E THE INSURE PROPER OF THE CONTR4CTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER/5 TO BE ATTACHED TO INSURE PROPER ANCHORAGE. i MECXANICAt: TENSILE YIELD STRENGTH ASTM D638 8,700 p.s.i. 10. SHUTTER CCORD MANUFACTURER'S LABEL SHALL BE LOCATED BALI ON A READILY VISIBLE LOCATION AT STORM PANEL EVERY OPR IN ACCORDANCE WITH BECKON 1709.9.3 OF FLORIDAtDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR£VERY OPENING j FLEXURAL STRENGTH AT YIELD ASTM 0790 12,500 p.s.L LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. FLEXURAL MODULUS ASTM D790 340,000 p.s.L IT. THE INSTALLATION CONTRACTOR IS TO 5Fi7tjCAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT 1A,PAC IVITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. NOTCHED 1ZOD ASTM 0256 18 FT Ibfn 12. STORM PANEL INSTALLA77ON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAIWNC PLUS ANY BUILDING AND ZONING FIRE BURN02 CHARACTERISTIC$• REGULA77ONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. SMOKE DENSITY ASAI D2843 75 (MAX) 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROWOE INFORMATION FOR A SITE SPECIFIC RATE OF BURNING ASTM D635 C-1 CLASS(MAX) PROJECT,-LE. WHERE THE SITE CONDITIONS DEVOTE FROM THE P.E.D. SELF IGNITION ASTM D 192 650 'F (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SEL£C-ROM PURCHASE AND INSTALLA770H INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HEISHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUC77ON SAFETY AT SHE IS THE CONTRACTORS RESPONSIBILITY. J. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUMASSOCIA710N 6063-T6 ALLOY& TEMPER. (C) THIS P.E.D. WILL 8E CONSIDERED INVALID IF ALTERED 8Y ANY MEANS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/50 KSI YIELD STRENGTH AND 90 KSI TENSILE STRENGTH&SHALL COMPLY If%FLORIDA BUILDING CODE (D) SITE SPECIRC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME SECTION 2411.3.3.4. THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE GALVANIZED OR AISI 304 SERIES SM14LESS STEEL, W/iH 36 KSl MIN. YIELD STRENGTH. P.E.D. ENGINEER RECORD,ACING FOR A DELEGATED ENGINEER i0 THE P.E.P. ENGINEER SHALL SUBMIT 70 THIS 5. BOLTS TO BE ASTM A 307, G LATTER THE SITE SPECIFIC DRAWINGSFOR REi?E1V. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS:SEE SHEET 2 OF 5 FOR APPLICATIONS. (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD (A) TO EXISS71NO POURED CONCRETE:MIN. fc R 3 KSI THAT PREPARED IT. ---- •-1/4"0 TAPCON ANCHORS MANUFACTURED BY LT IV. BUILDER OR ELCO CONSTRUCTION PRODUCTS& 114'0 BLUE TAP ANCHORS THIS DRAWING SHALL ONLY 8E USED TO AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC fJ£f7fti,, -1/4"o ELCO A(ALE 'PANELMATE"MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ,11+11j1�y �'�y OBTAIN PERMITS!N THE STATE OF FLORIDA -114'o X 314'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COUPANY. 1... ' -/ / s '�\C NSA' .��? l s r ) 1 2"OD X 2 1 8'ENX312 PAN£LMAIE INSERTS AS MANUFACTURED BY ELCO CON57RUC77ON PRODUCTS. A FLORIDA BUILDING CODE Non Ni h Velocity Hurricane Zone NOTES: �+^ A 1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPGON BLUE TAP ANCHORS AND ELCO PANELMATES IS 1 314' ` �' y� CR '� o2Ov ALrFco,Arc CLEAR BERTHA STORM PANEL Dtu,;7,Ot: �—�� / 2.00'DEEP LC. A2) 314'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. j 7'r I� T 07/25!;7 NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. -o STA Of * 1 L. E C O i x c. EASTERN METAL SUPPLY, !NC VA IT 114'0-20 SCRE1VS USED SHALL BE 1 112'LONG MINIMUM SHOULD STUCCO ENIST;AND 1'Ml/JIIdUA}FOR IVALLS : 'SS ;1• (� WITH NO STUCCO. SCREWS SHALL BE 304 SERIES STAINLESS STEEL I!%314'D HEAD SIDEWALK BOLTS. TeLur r6snxc a EHcrrrEEAtRD COMPANY 4256 W'„ST RO.OS DANE s1..* -ewmHs n.11. WEST PALM MCN,n 33407 17-088 l� , DRAW/Na He A.3) /I/N!/IUM EMBEDMENT INTO CONCRETE OF PANELMAlE INSERTS IS 1 5/B". NO EMBEDMENT INTO STUCCO SHALL BE s0/0(�Jpp44 \ ptpa�l9•""' ° '� PERMITTED.5116"o -tB 304 SERIES STAINLESS STEEL SCREWS USED SNALL PENETRATE 1'MIN. INTO ANCHOR P.E. SEALJ1(GEIA7UREIDATE WALTER A Tx UT Jr.P.E. FLOR1114 U"1 44151 1 1 1 1SHEET I OF 6 MOUNTING SETIONS (SEE SHEETS I&5) rwsn ANCHORS(SEE SECTIONS raDDo• 1.003 4.749• ISCO' 1,719• I.JR7• .`�j T- X76 t0 Dmf !mss• � I O 4 2 3.000• 1.219' 1-2Q0 1/ 1 W O 0.100'THfCK CLEAR PANEL sruc./e•_r b PLAN VIEW x.211" iT8 n N `hy J,ee'y¶ -iI D91' .576 4 a p- OVERLOVERLAP!= ISD. 11p m ��•�' L ANCHORS(SEE SECTIONS) T— T! A'Dej. ;100• L o STORM PANEL TYPICAL ELEVATION •.JBI•� '-I�--.093' I ^ SDV.E JII6•�I' 0 3•MAX.ANGLE BUILD OUT BRACKET 3O F'TRACK sure T/6•-r score •-r- —c NICXFI vuTe ! WASHDt RM HUT I � ^Ye'• , 2.576' 2.576' . s.....ye".1• � %f/.i� /I. � rrRi.4c GP J PANELS � ! 123' a ,1y{ L PLAN VIEW.ur anauL .nuc 37/6._r• 6-ac r ySEE ADMTO L M 67eE.T J. CLOSUP.ES D-'TARS ppm J. ON SHEET J. 5O STUDDEDANGLE © BUILD OUTANGLE OO KEYHOLEATPANEL 6063-T5 ALUM.AU Y SD1[e J/6••1- a=, O844 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) 0.9rOG-60 GALV-ORS.S.FLATSTEEL BONDED COMPONENTS ® P0 ET` 42017 DUCCO.PIC. CLEAR BERTHA STORM PANEL DRI—W. WASHER W)EPDM WASHER BACK UP Am Jw seu ss w Amr A-6v awaE w 'O'• ZOO.DEEP LD- '. 11LIEC EASTERN METAL SUPPLY, INC 07/DATCI7 W LLIi TLSnNG&[NG/NCCRING C01/PANI 1268 EST ROIDS DR" 17-088 IIII T' eW.Tara sn.Tox�6+u uroory n.ur11 WEST PALN eGCH,n.JJ107 -�ONA L EN T/ •r W-0006719 DRAWING No P.E. S£ALI57G'IJATURE/DATE WADER A WEEN✓. .E. a� >w nORlDA 1E 1116P7 SHCE7 2111 6 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f., WITH CORRESPONDING li MAXIMUM PANEL LENGTH 4 roL7E°eL cY� ✓AR/e5OR 21W WOOD STUDS (Ft.) VALID 2 �O3 R£OU/R£D 2560' FOR INSTALLATIONS II O$ © 1/tro, 1 Jp N�s Da DR sDD INTO POURED CONCRETE, b rAPCON ANCRoas LGa, CONCRETE BLOCK MIN. SEPARATION POURED CONCRETE h a 12 ° c ♦�i C0'LRE7E BLOCK WAl1�. ♦ •\ ♦ -,'�'' OR WOOD. TO GLASS OR 2i4 WOOD STUDS. REOU/RED ' MAX. A.S.D. MAXIMUM *.\ \\\ \ ♦�5 700° ALr£R1urE L£c LoanON DESIGN ANLL LENGTH ZONE SEPARATION z PRESSURE z'S z',55' TO TING 0.5.f. L (ft.) '� VARIES- 0�L,' 2- 2"4 Alum.ANGLE OR Ja I Mor' 080'3105-H154 SHEET 60 7'-5" 1,2 d 3 !" a-� METAL At...BEI?PLATE. I i Min. PANEL LENGTH 15 3'-0• 4 9• I..-2--�4',4',.072' Mar. J705-H14 OR BOLI 6067-T6 ALLOY '-O 24'O. C Cont.Al—ANGLE W/JAL'XNUT ' CASE B (Plan) CASE C Plan) SGL£.• 7/4. 1" =GALE: 1/4'= I" POURED CONCRETE, CONCRETE BLOCK WALL 2'r J'i.093'J1O5 H-14 OR OR 2'r4.111200 STUDS / OCONCRETE, 6063-76 ALLOY Conf.Alum.ANGLE R£OUIRED C / CONCRENCRE TE BLOCK WALL� 1C r 1 TAPCON OR 2 iANCHORS W1200 STUDS ANCHOO RS a 12''0.°. C. 1.000' / R£OU/RE° CUT PANEL �—I \\ \�♦ I• % 21/4-Gip 1.000' Ali. 1/4br 1 3/4' TAPCON ANCHORS X B.O.DISTANCE \ Al2 0.C. lO POURED CONCRETE. 2'ol 4'rr.175- 1 ' CONCRETE BLOCK WALL J705-H14 OR OR 2+4"W000 STUDS 606,7-r6 ALLOY % 2.500- % REOVIRED Conf.Alum.AA'CLE. CASE A (Plan) CASED (P/ga) CASE E Plan SCALE. 114 = 1 SGLE.' 1/4'= Y _ ( Z SGLE.' 1 4 = I -- A A. ,� _ END CLOSURES DETAILS ��cElySe . . Z FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone) No a s2017 mlrca;INC. CLEAR BERTHA STORM PANEL OPAWW er 2,00"DEEP LG 07/25/17 c<OA m A =��4Q 1�` 1 L E C O 1 NC. EASTERN METAL SUPPLY, INC oArr _ TILLIT TESTING 6'ENGINEERING COMPANY 4266 WLST ROADS DRNE s 111 osw.r,A1w s 1Tr.w, cwnO.Y n.ulm WET PUNn.BEACH, X407 17-088 �4AL ^W m• DRAWING No P.F. SEAL/SIGNkT(!RE/DATE wALMR A.ncur'' pE RO4/M/e 44167 SHEET J Or 6 1/4'0-TO x 314"S.S.BOLTS o 3 C-1. 6"O.C. W/NUT h WASHER \ 1/4'D xJ/F"SOLID 4 W/O EA. ANCHORS W/I/,--2D I/4'TMLON OR I/4'TAPCON OR ♦ W/I/4 a-20 x J/<" 5.5.SIDE{YALK BOLT \ W/O EA, BLUE TAP ANCHORS BLU£TAP ANCHORS S.S.BOLTS 0 6.O.C. (J/<O HFAO)W/ 1 ! //4" I J/I'ELCO (SEE SCHEDULE (SEE SCHEOULE (SEE SCHEDULE SHE 6J HALE PANELW,7E 6 ANCHORS(SEE SCHEDULE SHEEJ 6) SHEET 6) ,500' Cont. I"A6n.� \ j SHEET fi) .TSO' POURED W E.O. Af— CONCRETE POURED o �\ 7.115' OR CONCRETE CONCRPL2 POURfO I BLOCK I I URm c CONCRETE REOU/RED . OR CONCRETE i CON RETE W ` OR CON O.4 CONCRETE '•, BLOCK \\� REQUIRED BGOLK RfOUIR£D 5 a ! I REOUIRM Cont. I tl X Y/N.S£PARA00.ti rI ro ENSONG Doss j '—TO roNa7s77r6LAASSS I S (SFE SHEET J! W W (SEE SHEET J) V N AM SEPARATION W LAIN SEPARA71J1T �, { 2 I J•, TO QEDAYI GIASs N ro EXISTING GLASS I2 0E N j j p (SEF SHEET 3) In 7 (� (SEE SHEET J! I j y 2aH W 1 CONCRETEOR � e W —IN ] N CONCRETE I BLOCK 1p I � R£OU/RED E.D. I 1 fl 5 --@W/08 F1 ° T i Cont. 1 1/4•TTAP AN HO POURED 4i i BLUE TA ANCHORS CONCRETE POl1RED p' (SEE SCHEDULE pANE1NA�INSERTS OR CONCRETE CONCRETE W SHEET 6) / W/5/1fi'I / POURED REOWRCED OR CONCRETE 1-0 W1 OB Ct SIDEWALK BOLTSBLOCK W/114'0-20 x 3/4' (314.0 HEAD)(SEE CONCRETE CONCRETE O OR h 4 W/ B EA. REOU/REo SCHEDULE SHEET 6) u/ S.S.BOLTS O 6'O.C. BLOCK P.EOU/RED 714•TAPCON ORN%71410-20 x 314' 4 iv/O EA BLUE TAP ANCHORS / 3 SS BOLTS O 6'O.C. 114•TAPCON OR 3 W1 114-0-206!3/4' (SEE SCHEDULE BLUE TAP ANCHORS S.S.BOLTS O 6'O.C. E:D. SHEET 6) (SEE SCHEDULE r SHEET 6) SECTION 1 SECTION 2 SECTION 3 CTION 4 SCALE : 3/8" = 1" SCALE : 3/8" = I- SCALE : 3/8" = I" SCALE : 3/8" INSTALLA TION DETAILS ON EXISTING POURED CONCRETE OR CONCRETE BLOCK BUILDINGS -- - -- - T P��S,Q\` ` '~` ✓�Z FLORIDA BUILDING CODE (Non High Velocity HUrrlcone Zone) �,� 3' ;��„\C MSF•'••. . 02017 TnTEcO,Na CLEAR BERTHA STORM PANEL DRAWN er. NOTE E. D. =EDGE DISTANCE 410UNTING INSTALLATIONS MAY 2.00'DEEP LG BE COMBINED IN ANY WAY TO (SE£ SCHEDULE ON � � * o7/2s/n SUIT ANY INSTALLATION. SHEET 6 OF 6) .o , gT�� Q I L ECO 1 x e. EASTERN METAL SUPPLY, INC DATE p Tluff T£SnNO d ENGINEERING CONPANY 4266 WEST ROADS DRNE .......... :'` 1� c1Lu•t.•1In. Haat ca•A!Ns.n 11Iss �� PALM BEACH.FL M407 17-088 S ' .,not 'I-Ivo'im:(.naA+71-rSSI ,(1 ��1 - 00067 9 DRAWING Na "a`A'C• L EA 17LL779 pip rano P.E W E OAT£ WALTER A DLN Jc P.E SN£Fi 4 OF 6 fLOR/Oi Uc: 41167 1/4'0 TAPCONS O 6'D.C. W/1 1/1"MIN. THREADED 1/4 C TAPLONS O 6"OG I/4'a MALE PANELALATE //6'0 AUL£PANE11Uic' PENL7RAPON 70 IXISRNG WOOD HEADER. W/7 1/2AJ/N. Q 6QC.W/1 7/8'Nin. �O iHRFA- PENETRAT/ON THREADED PENETRATION MIRGADEO PENETRATION. / I - TO EX/SONO WOOD HEADER. TO EVSTIA'G WOOD HEADER. / TO IXISnNG WOOD HEADER. e-TO x3/4'S.S BOLTS 6 C-L O 6'O.C. W/NUT C HASHER N" l N ry W/ 0 1/4',-20 r 1/4" 4 W/© DW/0. - 31Cenf. S.S.BOLTS O 6-O.C. raj Ln ^ / •. M I 11.� I 1 h I raj WOOD HEADER Cont. 4 4+ IWZ IIOEER y I Wz IOIDOD HEADER W/1J ROU/RfD WOOD HEADER REQUIRED REQUIRED AIINSEPARARON 1 TW!� �TO EXTSRNG GLASS Lw o W (SEE SHEET J) W I U I W I W W �• � r 1 V � W M6/. ti N/N. 2 Lf/N, I SEPARATION ti (] II SEPARARON 14 2¢ II SEPARATION J TO DaSRNG TO LSNG L-., GLASS GflSS G S 2 SS (SEE SHEET J) W (SEE SHEET J) vEA (SEE SHEET J) TO IX01 u NG f ^ 4 W/ l Q 1 ¢2JW I �` LL W/f14-0-TG a J/s' u W/VEA 6'WOOD DECK SS.BOLTS O 6-ar- W/11410-20 r J/4' REQUIRED(NO FINSH I SS.BOLTS O 6"D.C. / ' I 5 ALLOWED) �L1� �I�� _ Cent LJ W �2C. 5/16'/TAPCONS O 4'O.G IYODO 57!/D 4 W/0 Ek j WOOD STUD 1/4 0-TO A J/4' W/1 1/T"IIIN O T4'O.C. 3 Cont. ®24'o.G 3;Cont 7HRFAOfD PFJJ£lRATfCN. REQUIRED l.J REOUiPED i/4b TA-CONS O 6'O.G 1, S.S.BOLTS O 6'O.0 I//4'0IA�TAPC0.V50 6'O.C. IfIREAOEDT PENf7RA110N PE i PENETRATION MIN THREAD 1/4b TAPLONN O 6'O.C.OTO EXlSRNG WOOD PLATE PENETRA7/ON TO 1DIW rH - THREADED i ED rN. 1 OF P PLATE AT N/OWIDTH 1' THREADED PVOOD LATE AT M/DW/D7H OF PLATE 1`WOOD SND OF PUTS. TO UIDWIDG IOTOD PLATE O 21'O.C. AT IUOWfDTH OF PUTS REQUIRED SECTION 1 SECTION 2 SECTION 3 SECTION 4 SCALE : 3/8" = 1" SCALE : 3/8" = 1" SCALE : 3/8" = I" SCALE : 3/8" = 1" - INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ,�1 ��C�h1s• tI� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE: D2Gr7 RLTECG.INC. CLEAR BERTHA STORM PANEL DPAWN fiM MOUNTING INSTALLATIONS MAY BE1 COMBINED IN ANY WAY TO SUIT //// z.DD'DEEP �G ANY INSTALLATION. =' ' ?C�r) I L E C O tNc. EASTERN METAL SUPPLY. INC D)/DATr'7 p•'•• /C/ :• ` 11 4266 MIST RCVS DRIVE •- rr TICCIT TESTING Q ENGINEERING CONPANT ,� wssN.lc.Tam n .ma.vACTu 6AfKrq n Sloe wcsr PAIN eucn,FL JJ4G7 17-088 0 ...-...� ' Pn�,.:6Tmle7-rsToanm.o.Ir:L�V6n-rvr I FB-D006719 DRAWING No P. E. S€ALS.'IGTgTUl7E/DATE WALTER A RLUf JT.Pr - SHEEf 5 OF 6 FLOR104 Lie. HI6) .r I McYTMM A.S.D. DESIGN PRESSURE RATING (a s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ONLY FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES Mol AKY6Y5 SPAONO m C a-]1/2•. AYLC fro Uuv:al A.YAAiRf SPALNG ln.Y E n.]r/]-• AWLGl2f ro 450.PF9P! NN SCCnfANS/i Y6NNRN F44� ASF 6 SECrrGS/l MNOAIY P4NR PRLSSIL� T4K4xS G AIIC IN, SLxXI 17 PANRWILS fti•RT INIL PANfILITS fayN�Yt1Y ,x 1•(� F/vD16C T,l•AL5 to lxk IM SaW Sl PIAFLlI1fLS N'BN YYf M�ZIIANr[S AW faYbrNlXn WGM 7"(IIJ rurvc IP...IJ ra cxrrnr/r ro elDor ro facmr ro scot m ccxcarr ro aace.-rz ro socr ��rNal 8AI4c fe.aFJ m nv4xLrr m cox cauxnf 'ro coot ro m•r_¢rf ro sau ro c4wrzar m rxax a INOI g• 6• _ _ _ _ - 1(BOTTOM) '6" 6" _ _ _ _ _ _ I(eaRD.u) 6' 6' - - - - - - 2(NP) 6" 6" _ _ _ _ _ _ 2(TOP) 413.0. -1340 4• _ _ _ 2(BORON) 6'-0' JAO.-1340 _ _ _ _ _ _ _ T(BOTTOM) OR - - OR UP TO OR LESS _ _ 6" 6' - - - - J(TOP) LESS .60.0,-6a0 _ - 6' 6" - - - - J(TOP) LESS J(BOTTOM) 6" 6" - - - - - J(BOTTOM) 6-1 1 6' _ 4(BDRDM) A24O//NN NWNou.WLYl.'RS tPALW+/Gx E 4 J 1/]•s .4.P11U6tC ro 4a+W W NfJro.6'SP..CmC F4i C a.-]I/]'. A^MIJBIL m 3FN „fmfnt/! NVNW PANG ASC LL9LnGlraxT/f 1lloulYl AIYR FRFSStY£ IAP_VYT M Qof L•P ttttl H PAVa/N2S 4'SIXT NYC PAI.f1INRS A CONT.f:A1Li LaCM i'(AT aLa.Nt l lA^CGS HI/f 4P Sa'D 4T PP RN.rCt'MWl YVL PANiIINIFS CWi:WR4•I UNolH l•(IIJ �'_�''' ro CdTlJ1C ro(XOX ro Oo1CRnC ro Root ro[ON^A!f ro eax ro f]S•KinL m still K NN m--..LIC ro&LGf In LAWFIIr m BIrIOf ro LritG'LTF m III m LG1EtCIE ra HIOG' f2'aEM 6" 6" 6" 6• _ _ _ _ _ _ I(BOTTOM) C 6" _ _ _ _ _ _ I(BOTTOM) 6• 6" _ _ _ - _ _ 2(TOP) >J5.O.-JJ.O 6" 6- _ _ _ _ _ _ 2(7W) 413.0, -JS.O _ _ - _ �- _ _ - 2(BJAauJ >6,-0• UP TO - _ _ -' �" _ _ - 2(EOrTON) >6'- OR TO_ .6a0.-6a0 TO LESS - - 6" 6• - - - J(70P) 7_3 - - 6" 6" - - - - J(rO) 7-D" !(BOTIUY) 6" 6- - - _ - - J(BORON) 6' 6' 1(TOP) _ _ - _ _ 6 6" .(TOP)- 6• 6• - _ _ _ _ _ 1(BOTTOM) 6• - _ _ _ _ _ I(60TTON) .AV MUAI OICHOR SPACINGS ARE VALID FOR J I/2•Ewe aSTANCE(EXCEPT FOR Pmamrr INSERTS WHERE Ec. 1 1/2)FOR EO.LESS THIN J 112'.REDUCE TCHOR SPACING eY AfUL77PLnVG SPACING SHOWN'ON SCHEDULE eY THE FOLLOWING FACTORS(NOTE.-Nin.ED. ANCHORS LEGEND FOR SOLID SET ANCHORS IS 3�FOR THIS OPERA7I0N TO 6E POSIBLE,REDUCED SPACING Nin. OBTNNED USING FACTOR SHALL NOT BE LESS TIWI MINIMUM SPACING INDICATED FOR EACH ANCN0 ANCHOR 7VPE AT ANCHORS LEGEND. ANCHOR TYPE AMCH.7 SPACING FACTOR TAP o%BLUE TAP OR HALE PANELWIF 3.0" ACTUAL E 0. TAPCOA',BLUE TAP,WLE PANELMATE PANFIYATf SOL,,_SE. D. EDGE DISTANCE INSERTS PANELMATE INSERTS 4.0' A I/3- 1.00 I.pO T.00 SOLID-SET 3.30 J .86 - 78 .71 - - II Lj77/F11//lN•si�� ��Ar��� ••`I�11� '•;�� FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone) 02017 710ECO.INC. CLEAR BERTHA STORM PANEL DRAWN BI: b � (*,•` 2.OD'DEEP La DT/21/17 I L E C O L n c. EASTERN METAL SUPPLY, INC �A DNI[ T/,gr TESTING h ENGINEERING CONPANT 4268 WEST ROADS DRAT �(` "•., = "•••xv, Sre.loi Wcw cuaO¢rt SIr[L WEST PALM SUCH,FL JJ407 17-088 -,- �SS•4444-...• `�y\I•!r' ant..Pnsl+n-Ivo.r l Pm1nn-ISH f \ M-000067100571-ntavn e�w DANCING Ho ® 9 P.E- SEgLjs'r(JIOItT RE%DATE waTFr.A.ntuT✓r.P.E 01O 1''�e sHEn 6 of 6 PEORIA tTa. u167 01/09/2018-12:07pm Inteml VAProjects\_Master Plan SheetStore\Wlndows-Doors-Shutters\400 Wlnd Charts\_Reference\2o17 WindIcad Charts References\2017 b FEC WIND CHART.dwg 6 EDITION FLORIDA BUILDING CODE' (2017) ASCE 7-10 [�EIND.VELOCITY= 170 MPH'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'CIBASED ON Kd=0.85 NCLOSED;STRUCTURE,FLATTERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE( PRESSURES' 1 EXTERIOR ZONE(5)PRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES(PSFI-ZONE 4 (Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OFTHE OPENING,,A:l-_NT:, OR ONE 4 OR EXTERIOR(ZONE 5)PER THE 17 JOH Roof Tributary Area(5q F - � ?.,?t _-- 3 1.1,Fl E BELOWANY QUE6TIONABL OP KGiS 0 BE SISbf g D�HE MORE CRITICAL(EXTERIOR)ZONE rl �'ai;::�• �•fjof Tributar Area(Sq FtJ `` S� r 7.?I. �i tillilxlFi el ht 5, lyyl eight 10 20 30' 40 t 59 J�.• , g 10 20 30 40 50r:IF�r"..ig •• \t,/IDENTIFYTHEBUILDING M -`( VER4G xRII(S.F�EIGHT FROM THE LOWEST GROUND ELEVATION.IF � q'„`r=r FiE T' ?T4�ED 1 `S}( PEAK(HIGHEST)RooF HEIGHT, -41.0 -39.3 -38.3 -37.• ,! 1 E.fi,, :;)�� -50.6 -47.2 =45.2 -43.8 -42.7 T MEAN ROOF HEIGHT CANN �&`- 1 L-15 ft �': 11"9•��,!{);r,1pr,�••':n�1S ft 2.1. ALWAYS ROUND UPOTpF(jdGfr3LTg1'N.E'Xt�B4E VA UE. +37.8 +36.1 +35.1 +34. .8 :taSC4�i 7}, �t`,h. +36.1 +35.1 +34.4 +33.8 REDU 3. CALCULATE THETRIBUTAR'P REVALID FOR ALL ROO..j P�F�TH� 1N N�@�U�sT5EEI NASTHE RFORGREATER OF(HEIGHT -42.6 -40.8 -39.8 -39.1 -" 8': �? r�rgr},,;'f '`j 52.6 -49.0 -47.0 -45.5 -44.4 V,y Tt{)ORTHE SPAN LENGTH(HEIGHTS- N. FEECfIVE WIDTH OF 1/3 THE HEIGHT(HEIGHT'/3). 18 ft +39.3 +37.5 +36.5 +35.7 +35.2 F" - 18 ft +39.3 +37.5 +96.5 +35.7 +35.2 3.1. USETHE AREA BETWEEN STRUCr0L-OPENINGS ONLY­THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -43.6 -41.7 -40.7 -39.9 -39.4' -53.8 -50.1 -48.0 -46.5 -45.4 3.2. IFTHETRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft 20 ft SHALL BE USED. +40.2 +38.3 +37.9 +36.5 +36.0 +40.2 +38.3 +37.3 +36.5 +36.0 3�. SQUARE ROUND TRIBUTARY AREA DOWN TO THE SMALLERTABLE VALUE.FOR LARGER -45.7 -43.8 -42.6 -41.9 -41.3 -56.4 -52.6 -50.3 -48.8 -47.5 TRIBUTARY AREAS THAN'PUBLISHEO,USE THE LARGEST PUBLISHED VALUE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY 25 ft +42.1 +40.2 +39.1 +38,3 +37.7 25 ft +42.1 +40.2 +39.1 +38.3 +37.7 1 1 ACCORDANCE WITH CODE, S.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 30 ft -47'4 -45.5 -44.3 -43.5 -42.9 30 ft -58.6 -54.6 -52.3 -50.7 49, 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIORTO TABLE USE. I, +43.7 +41.8 +40.6 +39.8 +39.2 +43.7 +41.8 +40.6 } -8- i3�'i2 y,``. GI NERAL NOTES: -49.0 -47.0 -45.8 -44.9 -44.3 -60.5 -56,4 -54.0 LS-2: ' ' 1 r� ^v, r": TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE Sl RE55 DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft li 1 L,rr•, n,.P.`,(•��FCnON 2.4.1 AND CHAPTER 30 PART 1 OR 3 USING THE CRITERIA q5 OUTLINED HEREIN. +45.2 +43,1 +42.0 +41.1 +40.5 +45.2 +43.1 +42.0 �CF 4Q(5,,: 1!'r:;7z.DESIGN IS BAS.EO.oN THE 3 SECOND GUST(WIND VELOCITY)FORTHE WIND VELOCITY&EXPOSURE SPECIFIED. l ORSI'CASE'CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. -50.4 -48.3 -47.1 -46.2 -45.5 -62.2 -58.0 -55.6 T'93.81, �2'{5�1 S.;{�c;Ayl,I ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40ft 40ft ��%,,�� 4•`IT/4'/,J +t'�1 AN THE RATED LIMITING WIND VELOCITY ABOVE. +46.5 +44.4 +43.1 +423 +41.6 +46.5 +44.4 +43.1 42'ai�=1;.;,_6^�,h{}�' TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLATTERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. 45 ft -51.7 -49.5 -48.3 -47.4 -46.7 45 ft -63.8 -59.5 -57.0 -55.2 53:81 4.INTERNAL PRESSURE COEFFICIENT(GCpl-+/-G.IB)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. +47.6 +45-5 +44.2 +43.3 +42.6 +47.6 +45.5 +44.2 +43.3 +42.6 S HVHZ-USE OF Kd IGH VELOCITY HURRICANE ZONE. WITH LOCAL BUILDING DEPARTMENT. G.TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. Soft -52.8 -50.6 -49.3 48.4 -47.7 50 ft -65.2 -60.8 -58.3 -56.4 -55.0 s.THIS IS DOCUMENT Is ONLY VALID WITH AN ORIGINAL SIGNATUREC&RAISED EALED +48.7 +46.5 +45.2 +44.3 +43.6 +48.7 +46.5 +45.2 +44.3 +43.6 OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. ' 55 ft -53.9 -51.7 -50.3 -49,4 -48.7 55 ft -66.5 -62.1 -59.4 -57.6 -56.1 9.THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES(ASD)AS LISTED.APPLICATION OFTHESE TABLES AND CORRESPONDING WIND VELOCITY,EXPOSURE,&OTHER COEFFICIENTS LISTED HEREIN SHALL BE +49.7 +47.4 +46.1 +45.2 +44.5 +49.7 +47.4 +46.1 +45.2 +44.5 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER,NO WARRANTY FOR APPLICABILITY OFTHE USE OF ES TABLES IS� ED-HE_EjN. -54.9 -52.6 -51.3 -50, c-49_fi3;;TrrT� - t -67.8 -63.2 -60.5 -58.5 -57.2 10. THIS SPECIFICATIONDOESNOTOE EAANY�p_' SHE O�QDCERTIFICATION. REFER TO ANY SEPARATELY 60 ft +50.6 +48.3 +47.0 +46. ' +45; a- 8f(> i?O;ft +50.6 +48.3 +47.0 +46.0 +45.3 SUBMITTED TEST CRITERIA AND DTH RI p `o-U FOl�-DESI IJ�'Br''INSTALLATION INFORMATION AND APPLICABILITY r` A�g7� t OFTHESETABLE VALUES WHICH IS T ;Bc0ROAN CEWITH •;�T r' ".''Tj"�j�E,; ' 1. ADHERE TO ALL LO CAL IM PACT rLd•Ef'YI10 O�A�NCES. GOVERNING CODES. 1O 5 NE ;. x. 7�Fa},til'�:,�xl,.,'�`^1 rorA� y;l{1,!,'•� 12. NO CERTIFICATION IS OFFERED Oii'oT;ff GF",(" HOSTSTRUCTURE. I�, i }•`1„ 13. EXCEPT AS EXPRESSLY PROVID �H�Rf1 ¢.DD1TICERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, 3:If1^�,';,zIA„7J,I�iliid IIx;�� rL� ar.&Ib'i1`^:SSr f^. INTERIOR ZONE(4-), EXTERIOR 0N!; `Obi 'HEIGHT EXPLAINED LEAST HORIZONTAL tn�^z=o H t' `H" DIMENSION rn H rn O CI 0 p3� a=10%a OF LEAST HORIZONTAL DIMENSION OR 40%O�P 'N ROOF PEAR ROOF 5 5 Z'�_M 3 y yr rn m�z O� HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT O nrd o d ;t Dx s .a-{M m x HORIZONTAL DIMENSION OR 3FT.USE ZONE 5I AT ALL IN QUESTION. a o y p F[�r e z H z O CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF: MEAN 5 ® O''A n o -1 o m�Z" r�rl -OI -- REQUIRED. EAVE ROOF = o m pa�� y cT R°0 (') 3 - - MEAN HEIGHT z IT rn m �' - D D a a ROOF ROOF \ �nyo��on?H>OZiO�'iy � � r HEIGHT HEIGHT G1 H H x (7 OI r--+ zr ix O-I O:'_Q m Z 2'r, TTI Q OO O .0.;�f_, T p H 0 2 rTl r-i -0 C Z 5 ® 1 5 ® ® l8 PLAN VIEW ozoo � � ��°, rn o O D 5 rn m-I z- Ln z r CO LEX O MP �,� , rn E z ELEVATION ay a ISOMETRIC CORNERS 5 O z rP r o ;� 0 v O r En CD REMARKS SSNTSBD o DATE 6TH EDITION FLORIDA BUILDING CODE ENGINEERING a N;, CDm REV.-ADJUSTED HEIGHTS G55 TSB 04!09!122O17 EXPRESS® .4 REV 2014 FBCDGM TSB 08/1(1116cararonnre orrice: LnZ UPDATE8,2017FBC FLB FLB 12117 ASCE 7-10, CHAPTER 30 160 SW 12th AVENUE, SUITE 106 zDESIGN LOADS FOR COMPONENTS SL CLADDING DEERFIELD BEACH, FL33442z MASTER PLAN SHEET 'P;(954 35 A 'V czi THIS OOCUMENTI9IHEPROPERTV OF ENGINEERING EXPRESS, ) 4-O66D F.(954)354-0443 Q C p AND SHALL NOT BE REPRODUCED IN WHOLE OR PAR T,1OUT OERT OF RUTH 719888 l� O 0 I.1 WRITTEN CONSENT OF ENGINEERING EXPRESS.ALT E:HELLO@ENGINEERINGEXPRESS.COM ER ..{{ '�O m g 1--1• W PERMrrTEDAND INVALI ATE UR �/7CERTIFCATION.�'TARENOT ASCE ! .L O ENGIN EERINGEXPRESS.CCM T 0 m