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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: N_ 19 aq. 19 Permit Number: I I O V J - - Building Permit ApplicatiE71J Planning and Development Services.Building and Code Regulatio n Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential X PERMITTYPE: HURRICANE SHUTTERS PROPOSED IMPROVEMENT LOCATION: Address: 8401 COQUINA AVENUE, FORT PIERCE, FL,34951 Property Tax ID#: 1301-608-0101-000-1 Lot No. 27 Site Plan Name: CARTER Block No. 91 Project Name: CARTER DETAILED DESCRIPTION OF WORK: INSTALLATION OF) 1,09 n11) - ACCORDION HURRICANE SHUTTERS F CONSTRUCTION INFORMATION: Additional work to be performed under this permit–check all that ap ply- -Mechanical _Gas Tank _Gas Piping _Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: Sq. Ft.of First Floor: Cost of Construction:$ 4,509.36 Utilities: —Sewer —Septic Building Height: OWNER/LESSEE: - CONTRACTOR: Name SCOTT CARTER Name: MIRIAM VAN TASSEL Address: 8401 COQUINA AVENUE Company: DVT HURRICANE SHUTTERS, INC City: Fort Pierce State:f—L Address: 3100 N KINGS HIGHWAY Zip Code: 34951 Fax: City: FORT PIERCE State: FL Phone No. 772-473-3321 Zip Code: 34951 Fax: 772-794-1590 E-Mail: scottcarter173@gmail.com Phone No 772-794-1581 Fill in fee simple Title Holder on next page(if different E-Mail dythurricaneshuttersinc@hotmail.com from the Owner listed above) State or County License 24394 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. '3�_ 0- 1 TED .s���111-1 fl�' -a�x`S �i r 4�,�•',n,/�1 � ��('L`22ka e z""'...� &Y's*3�t�-Sza'.#.-3. 'y .,t-..7`,�.•r's DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: . City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: _Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work.and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROYEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU OTICE OF COMMENCEMENT." i 1LZ SignatOwner/Lessee/C6itractor as Agent for Owner Signatureo Contractor/License Holder STATE OF FLORIDASTATE OF FLORIDA COUNTY OF _ • L[e COUNTY OF The f r oing inst me t was acknowledge before me The f r oing ins umen was acknowledged before me 'this day of 204 by this day of 20�1 by Name of person making statement. Name of person.making statement. Personally Known ✓ OR Produced Identification Personally Known w/ OR Produced Identification Type of Identification Type of Identification Produced Produced dil - (Signkulre o - - SEN (Sign ure Public-State of Florida) KAREN • • �;State of Florida-Notary Public ��iYp��, Commission __°. - cion #f�e�p7484 Commissio _. . B�� KA _ _ ?, a My commission2022Pire5 _ �` ate of FlorS• N1ElSEN o, oF«o�c - June 12. �-�'F .dc Commi ida-Nota mna� l,C mmi G 2074 is REVIEWS FRONT_ ZONING SUPERVISOR PLANS V u6EAi2'� dire 4 NGROVE COUNTER REVIEW REVIEW REVIEW i�OREVIEW EVIEW DATE RECEIVED DATE COMPLETED ev.2/7/19 MEMO DCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us f BCIS Site Map Links Search dbl^r a " 4Product.Approval USER:Public User Product Approval Menu>Pmduct or Anolication Search>Application List>Application Detail !11:. FL# FL11968-114 Application Type Revision RECEIVED' D Code Version 2017 Application Status Approved L`C042019 Comments Archived n ST. Lucie County, Permitting Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodrig uez@easternmetal. Authorized Signature Bili Feeley FILE Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional.Engineer 11 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. i✓l Validation Checklist-Hardcopy Received Certificate of Independence FI 11968 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FIt1968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-096 CERTIFICATION OF]NDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY2cINC DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI t X968 R4 Equiv EASTERN METAL SUPPLY INC DRAWING 17- 095_LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996,PDF Ft 11968 R4 Eauiv EASTERN METAL SUPPLY INC, DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996 PDF FLI1968 R4 Eauly EASTERN METAL SUPPLY INC DRAWING 17- 096 LETTER EQUIVALENCE BFfWEEN SSTD 12-99 AND ASTM E-1996.PDF F 11468 R4 Eouiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094 LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996 odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 69/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ:No KI 1968 R4 II EASTERN METAL SUPPLY2c INC DRAWING Approved for use outside HVHZ:Yes 17-094 0,040 BERTHA ALUMINUM STORM PANEL odF 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 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8, Fi 11968 R4 AE EASTERN METAL SUPPLY2c INC DRAWING 8A,9 and 11.See sheet 10 of Installation drawing for other 17-094 PRODUCT EVALUATION REPORT.odf spans and pressures,Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 0,050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2,25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use in HVHZ:No Fi 11968 R4 II EASTERN METAL SUPPLY.INC, DRAWING Approved for use outside HVHZ:Yes 17-096 0,050 BERTHA ALUMINUM STORN PANEL,PDF 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 12'-11"for+30,-30 p.s.f. Evaluation Reports and 8'-2"for+75,-80 p.s.f.for mountings without"h" FL1196B R4 AE EASTERN METAL SUPPLY.INC, DRAWING header.See sheet 5 of Installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT PDF and pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996, 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ:No FL 11968 R4 Ii EASTERN METAL SUPPLY INC DRAWING Approved for use outside HVHZ:Yes 17-g95 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and 7'-2"for+70,-80 p.s.f,for panels mounted without"H" Evaluation Reports header.See'sheet 4 of installation drawing for other spans FI 11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING and pressures,Valid only for wind zones 1,2&3 as defined by 17-095 PRODUCT EVALUATION REPORT.PDF ASTM E-1996. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 lI EASTERN METAL SUPPLY INC, DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 2.25.PDF 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 p:s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See FL11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING sheet 3 of installation drawings for other spans and pressures. 17-098 PRODUCT OF EVALUATION REPORT.PDF Valid only for wind zones 1,2 8L 3 as defined by ASTM E-1996, Created by Independent Third Party:Yes Back -_-1 Contact US:.2601 81afr Stone Road,Tallahassee Fl 32399 Phnne•850.487-1824 The State of Florida is an AA/EEO employer.Coovrinht 2007-2013 State of Florida..::Privacy Statement r.Accessibility Statemene::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 electroNc 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 45S,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: MW W-7 Egg o Credit Card Safe GENERAL NOTES, 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6(h EDITION) OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL:ASW C-90 THIS STORM PANEL SYSTEM SHALL ME BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MWMI-DADE/BROWARD COUNTY). -1/4 0 7APCON ANCHORS MANUFACTURED BY I.T.W. SUILDEX. a -1/4-0 X 7/8' CALK-IN ANCHORS OR ELCO MALE&FEMALE -PANELMATE"MANUFACTURED BY POWER FASTENERS, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MEMTONED CODE, AND ELCO CONSTRUCTION PRODUCTS, RESPECTN£LY. FOR A WIND SPEED AS.REQUIRED BY THE JURISDIC770N WHERE MESE SHUTTERS WILL BE INSTALLED AND -1/4'0 X J/4'ALL POINTS SOUD-SET ANCHORS AS D157RIBUTED BY ALL,POINTS SCREW, BOLT.&SPECIALTY COMPANY. ,FOR A DIRECTIONALITY FACTOR Kd-0:85. USING ASCE 7=T0 FOR INSTALLATIONS UNDER 2017 AUG AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 &.5. NOTES: IN ORDER TO VERIFY THE ABOVE CONDMON, UL77IMTE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO'PANELMATES'INTO--THE CONCRETE BLOCK UNIT SHALL.BE .SHALL BE FIRST REDUCED TO AS;D=-DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/MAX (ASD) DESIGN PRESSURE RA77NGS INDICATED ON:SHEETS 4 &5. 6.2) 7/8"CALK-1N;ANCHORS AND 3/4"SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO'THE`CONCRETE BLOCK STORM PANEL'S ADEQUACY FOR IMPACT AND;WIND RESISTANCE HAS BEEN.VERIFIED IN,ACCORDANCE WITH SECTION 1609.1.2 OF UNIT. NO EMBEDMENT INTO HALLSTUCB SHAD - PERMITTED. THE ABOVE MEN77ONED CODE AS PER ATL REPORT #OIJO.01-101 AND 30703.01-07, PER IMPACT TES77NG EQUIVALENT TO AND I-MI MINISCREMUM F'USED SHALL BE 1 STUCCO.NG MINIMUM SHOULD STUCCO.EXIST, ASTM E-1996 STANDARD&ASTM E 330-02 STANDARD, LIMITED TO.INSTALLATIONS W17HIN WIND ZONES'1, 2'&J AS DEFINED AND 1"AIINIMUM FOR WALLS PATH NO STUCCO. BY ASTM E-1996 STANDARD.. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 2. CLEAR BERTHA'STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THOR BEHIND SUCH PANELS ANCHORAGE SHALL BE AS'INDICATED ON NOTES IN S.1)&,B.2)ABOVE. CORRESPONDING MODEL NUMBER: (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND.SPECIFICARONS OF THE ANCHOR'S GENERAL ELECTRIC PLAS77CS LEXAM 103 MANUFACTURER. DOWN CHEMICAL CALIBRE 302'V-6 7.PANEL MAYALSO BE'INSTAUEO HORIZONTALLY FOLLOWING.INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU.5, SHEET J CAVESTRO, LLC. MAKROLON POLYCARBONATE SHEETS OF 5. B.STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE'STORED AND PROPERLY MAINTAINED. MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS.FOLLOWS: 9, IT SHALL BE THE RESPONSIBILITY,.OF'THE,CONTRACIOR TO VERIFY 7-HE SOUNDNESS OF THE STRUCTURE WHERE-,SHUTTER IS TO TYPICAL PROPERT%ES ' APPLICABLE STANDARD REFERENCE RESULT BEATTACHEDTO INSURE PROPER:ANCHORAGE. PHYSICAL: 70.SHUTTER MANUFAC7UR£R'5 LABEL SHALL BE LOCATED ON AREADILY VISIBLE LOCATION AT S70RAl PANEL SHUTTER IN SPECIFIC GRAVITY ASTM D792. 1.20 G/CC ACCORDANCE WITH SEC77ON 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. MECHANICAL: LABELING T0:COMPLY WITH SECTION 1709:9:2 SOF THE FLORIDA BUILDING CODE. TENSILE YIELD STRENGTH ASTM D636 8,700 p.s.T. 1.1. THE INSTALLA770N CONTRACTOR IS TO SIAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT FLEXURAL STRENGTH AT YIELD ASTM'D790 42,500 P.s.i, 11,17H THE BUILDING TO PREVENT:WIND/RAIN 1AIMUS19N. CAULK AND SEAL SHUTTER]RACKS ALL AROUND FULL LENGTH. FLEXURAL MODULUS ASTM D790 J40,000 p.sd. 12. STORM PANEL INSTALLATION,SHALL COMPLY.WITH SPECS.INDICATED.1N.THIS DRAWING PLUS ANY BUILDING AND ZONING IMPACT.•'. RfG woNS PROVIDED BY THE JURISD1Cnoty WHERE PERMIT IS APPLIED TO: NOTCHED IZOD ASTM D256 18.FT:/tion 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWDE INFORM477ON FOR A SITE'SPECIFIC FIRE'BURNING CHARACTERISTICS, PROJECT,•I.E. WHERE THE SITE CONDMONS DEVIATE FROM THE P.E.D. SMOKE DENSITY ASTM D2843 75 (MAX) (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLARON.INCLUDING LIFE SAFETY OF THIS RATE OF BURNING ASTM D535 C-1 CLASS.(MAX) PRODUCT,BASED.ON THIS P.E.D.PROVIDED HE/SHE DOES'NOT DEVIATE FROM THE CONDMONS DETAILED ON THIS SELF IGNITION ASTM 01929 .650 'F DOCUMENT.CONSTRUCTION SAFETY,AT SITE IS THE CONTRACTORS RESPONSIBILITY. (C)THIS;P.E.D.SWILL..BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. J. ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOC4477ON 6053-T6 ALLOY.& TEMPER. (D)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 4. ALL SCREWS TO BE STAINLESS,STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED'CARBON STEEL AS PER DIN P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO.THE RED. ENGINEER,SHALL SUBMIT TO THIS 50018 W%50.KSI YIELD STRENGTH AND 90 KSI TENSILE STRENGTH&SHALL.COMPLY W/FLORIDA BUILDING CODE LATTER THE,SITE SPECIFIC DRAMNGS FOR REVIEW. SECTION 2411.3.3:4: (E)THIS P.E.6. SHAH BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 5. BOLTS TO BE ASTM A 307, GALVANIZED OR A151 J04 SERIES STAINLESS STEEL, WITH 36 KSI'MIN. WELD STRENGTH. THAT PREPARED f. 6.ANCHORS 7O WALL SHALL BE;AS FOLLOWS.SEE SHEET 2 OF 5 FOR APPLICAnONS (A) TO EXISTING POURED CONCRETE MIN. PIC 3 KSI ' -1/4"0,TAPCON ANCHORS.MANUFACTURED BY LT.W. BUILOEX THIS'DRAWING SHALL ONLY BE USED TO AND ELCO 718*CALK-IN CONSTRUCTION PRODUCTS RESPECTIVELY.&FEMALE 'PANOLMATE"MANUFACTURED BYPOWERSFASTENERS INC 1���,,,��/A"•'. r�I•� OBTAIN P£RM/TS/N INE STALE OF FLORIDA -7/4'4.X 3/4"ALL POINTS'SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINIS SCREW, BOLT&SPECIALTY'COMPANY. �1� V' ti J ..... NOTES: ,���ytiQ; JCEN$F .,�s A1)'MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 13/4'AND FOR ELCD PANELMATFS IS 1 3/4" FLORIDA BUILDING CODE ( Non High. Velocity Hurricane Zone) N0.44 n nL7Eco.,apc CLEAR BERTHA STORM PANEL awwv s A2)7/8"CALK-IN ANCHORS AND 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. _* 2,25'DEEP Lr 'NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. - - - - - 1/4-0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I-MINIMUM FOR WALLS ' n - - EASTERN METAL SUPPLY, INC .07��17 WITH NO STUCCO. / �'CQR� \ E C O IN0. IW AJ IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS OR PAVERS BE FOUND ON THE EXISTNG WALL OR FLOOR, . F "• *��wtsr m °P I� uMONA srINC d EHClNEERING COMPANY wLsr PRIM 6EApL R.U�O7 17-088 ANCHORS SHALL 8E LONG ENOUGH TO REACH THE MAIN'STRUCTURE BfH7N0 SUCH PANELS,ANCHORAGE 51LACL 8E AS •Y� sc.sbm+.parr rraca�n Area INDICATED ON NOTES A..1)&A.2)ABOVE. �is4//I/// rje TQTM' 6719 �r-rvr em. um.rov arr .ter. amrm nrt OINw!!rC No WALTER A n[LIT Jr.P.E FLORRU 1k.. 4a 767 r rn.'rI I IShLrr I Or 5 15.120' --- -1i ----9.120"---- I�r- CONCRL7E,ANChORS(SEE XHOUX) -3- 12.000' I i-6.000' --� Nil l j 1.500' 4.500• L500'TI4.500' 1.500' L500' 4.500' 1,500Tf ' m T' f - "'� T- I ! t4 F a u,�vlr cuar AW1. + .e u ernxwaE(!mJ C. N � N w � N /00'3'fox MILRAME l �0.f0p'3 IOF TOIERA" J.875' �--2.125•-J Z.111.1 ----3.675"--3 { CLEAR PANEL 0 HALF CLEAR PANEL ME, 27.120' 24.000 - ---- =-1.500" 1 --�40't 1 �.1.500"4.500" 1.500" 4.500' 1.500"4.500' ,-1.500• - - 7 .� {-J*4 -CONCRETE ANGARS(SfE SCNFDULF) '.y�•^1 of y.. f 1Oa' llt'n. N STORM PANEL TYPICAL ELEVATION N.T.S. ..100'.*IOR 10[ERWCE l I/d'Nat GIP L-2.125'-13,875- 2.125"--�--3875" 1 2:125" 3.875" 2.125'--J 114",M-GAP-1 DOUBLE WIDE CLEAR PANEL irs. _ ow- rx"8 7• •t !q -� r 4- m •-•tj-•�,-� /86• .�166 �'g4v13 �•.139 0•L• Iallrrmio. 091' 625" E ISO,L I '" y'•e x -T�i mm+r[ e rra c�'r` o �'^ •.w. tFc tpanorr �... � n �m t. Ram• ^ Iy ��-_y) -�• �' ?.p�•�-.'Sa I - L. r�fz�c I m per• i ! -11 l-�-3..000• I I ( .1975' .093' 2O BRA ANGLE BUILD QUT O3 B" B. ¢� "F",-TRACK ANGLE 6J2 �-11 "F" TRACK �5 REVERSED` "F" ANGLE OB MINI WALL 1.75"x0.832" DETAIL 1: Sfw r�pa usr me TRACK ANGLE WITH STUD tO21 HA!D s p M .125' 625' +f• j1j1�e//e///iyyy u 4 4�7' ��arr , ,pONENTS 12Du • 318" _ 1I•o Ir oa FLORIDA BU/LDING�COOS (Non N/gh Voloc/ly�Nurrlcone Zono) N0.441 2077 IXTECO M CLEAR BERTHA STORM PANEL pRAYN fvr* f.a � � ,� yr225'DEEP 01 07/26/77 •' p rr EASTERN METAL SUPPLY INC DAM " /`/ QI110 :� �.G .O 1NC. 4268 WFA 80105 DRNE f ` 07 2x5 )x 148- 8� KEY HOLE AT PANEL � KEY HOLE WASHER ^�Nf6,M Ufa SS�ONA1. ""�R ENOINEERfNG CONPANY W6T PALM 80"R 73407 1)-098 ANGLE WITH STUD •'�'��eriruiu ''^° 'm°""° ; I-Im. 6e DRAWING No .EB-OOC67f9 aue rx w, xmsm. a•rr WALTER A.17!!/7 Jr. `4-16 ' m'saa off SREEf 2 W 9 FLARIAA Lk. !167 a CAU(-WS OR ELCO TEXTRON -B:Con(. 7 - J/J2'W NG PANELMATE O. W/114 0-20 LDIX TA$CON$ fIW/BUILOIX,TAPCONS,. - -NVT O EVrR1'STUD O \ POWE'DE FAS CM. \ ITW/BUILDEY TAPCONS OR POWERS ASTEN/NG C4EK=INS 12'O.C.STAGGERED. SIDEWALK BOLT OR 8 W/@ '.CALK-INSOR ELCO POWERS FASILNTNG CALK-fNS—}----C O OR ELCO TEXTRON:PANELMATE TO ANCHORS W/1/40-20TRUSSMEAo BOLT• TEXTRON PANELLLATE ,(SEE SCHMULE FOR SPACING). (SEE SCHEDULE FOR SPACING): ,875 i (SEE SCHEDULE FOR SPACIIC). (SEE SCHEDULE FOR '{ E.0. SPACING). _ 2.Cont' CO�RE� 1• I t : I .600' { .REQUIRED POUR£O r_0. URED CONCRETE E O. CONCRETE REOU/RED REQII/RED \ i 1. .fin` POURED1/40-20 r 3/4' 1 CONCRETE .BOLTS W/7/8•+ _ [ J/i2'®NG�Vi' 1 � S M S ,SX 718'r Jam' SEPAPA77M WING NUT SEPARATION Llor. ro lJOSTRIG I 1'A'n. O 12'o.a, TO ARADasnNG GLASS L(_ SEPARATION GLASS.. (aESCHEDULE) PANEL LENGTH TO DOSTNO -•-I/ i ANEL LENGTH (SEE SCHEDULF.J C1A55. Maa t �r ronNc (sEEsumuLEJ t/4'P-20+'7' ---u--j GL15.5 I SSM.SW/ I Mar. 7/4'r Nur I ` --'. ' PAPLENGTHLENC WING. C.NUT' Our SCHEDUL!) B 12.6 POURM POURED I ,� CONCRETE / I �� CONCRETE I EYFRY STUD 10 ETE-' O 12'0.G OBLOCX WALL E 0. I BLOCK WAIL. E 0. 1/40-20 r J' ': k I REQUIRED REOWRED B0LI5'W/7/B'+ I. 1 �'I G' J/32'WING NUT 'POUR I O 12'o.c. { ALTERNATE I 7 Cont. CONCRETE E('�' � LEG LOCAnON-).000' OR CONCRETE BLOCK WALL JTW/BU2DIX'7APCONS .500' CALK-MIS OR aco 7EXTRGW p0{yERS fASTENiN \ \' .500' PANELMAIE 0�8�W/1/4b-20 + CA(K-1NSCR EL j /.0� f COPOURED NCRETE i.IX.V' \ SIDEWALK BOLT OR O B TY/Qt1 TEXTRON'PANEZMATE CALK!NS 3 Conf. W/1/d0-20TRUSSH D 80LT• (SEE SCHEDULE �. 2 Con{. { g REB E.0. (SEE'.SCHEDULE MR SPACING) (SEE SCHEDULE FOR SPACING). FOR SPACING). RW/BUTLOEX lrollS.OR E:D. 10.FASTENING CAUL-WS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (D. M.) (sEE scHEnuLE 1.7L 0R SPAT Nc1: SECT/OJT SECTION 2 BUILD OUT INSTALLATION CEILING &. FLOOR MOUNTING. INSTA'LLAT/ON SECTION 3 SECTION 4 ITW/BT/710EX TAPCOO? ROWERS FASTENMG CALK-INS .POURED CONCRETE (SEE SCHEDULE FOR SPACING. \ Imo—REQUIRED Cont.5 I t ts 7/8'r 3/32 WING NUT O 12'as I .� STor WALK BOLTS ARE J/�6r3/32�?OCK HEAD MACHINE SCREW W. ENGTN NOTE FOR CONBMWTION OF SECTIONS I'MINIMUM fir, AS'PER NOTES A2'&8.2(SHEET 1) � d• NO.44167 SEPAPATION 70 pANLL LENGTH. • WALL/FLOOR/CE7UNC lf0UN71NC SEC7TONS GW BE EXISTWG GLASS (SEE SCHEDULE) LTS APE) lTRUSS HEAD BOg8WCK COMBINED IN ANY MAY TO SUIT AW INSTALLARON: HEAD MACHINE SCREW W G77HH ;* AS PER NOTES A2-&B.2(SHEET 7) - _ OR►Oa �t1���`� / DF SSM.S W/ [Ir% 711 WWG NUT o rz4 aG. i 1 '.� e.D.��s i'£oL ON '%:rs/ONALL6ff`� ALTERNATE LEC LOCA PO- POURED,CONCRETE L FLORIDA BUILDING CODE ( Non High Veloclfy�HMFTJcone Zone) REQUIRED - 1 ; 7• INSTALLATION .. DETAILS ..... czon nLTEco ma CLEAR BERTHA STORM PANEL DR4*4 By. RW/B ILDEX-r DNS OR '�1 '' SCALE.• 3/8" _ J" .. '(2:25'.DEEP) . L•c POWFRs'FASTEMNG CALK-MS. /� E 0. - (SEE SCIIEVULE FOR SPACING). E.O' r. .712,5117:51 I1 LTE 0,,Nc. EASTERN METAL SUPPLY, INC CEILING & FLOOR MOUNTING INSTALLATION 4265 WEST Roos,ORWE SECTION 5 niuT Wrimo s ENGINEERING COMPANY wrsr PAW o£Acm FL M407 77-098 alsxvr.4aA:x.sraw:Imac+amwa n rnGe vnon.:(,relAn.T.vO..Tm.(joamll-.A,I DRAWING ft ED-00067/9 m u-0M WALTER A MLIT JI.P.E. SKEET J.OF 5 ROMA[k. 44187 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R s_f.) WITH '-4 CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft.) AND 11 CORRESPONDING ANCHOR. SPACING "SA (in,) POURED CONCRETE h SCHEDULE OR CONCRETE BLOCK FOR INSTALLATIONS IN CONCRETE, CONCRETE BLOCK AND ' WALL REQUIRED: CUT PNET. VARIES i 2 OR O OR WOOD FRAME STRUCTURES * 1" �I Mn. CONCRETE ANCHORS (� OROOR©ORO AmmuM"01 M..PAM Mcw ANCHORS SPAWICS 3'On.J u. O 12'G.C. 0•SK,N L(RJ SfCPW+S 7.J S POURED CONCRETE f� ACESSUR£ .093'CL£tR lExw SECTION 4(90"p.) (TOP,,n"g'.., 5SEC1ICrcmm 1(NN' �® OR CONCRETE BLOCK RMIC(A.(.): 570RN PANQ 5£C1pN I e'SEC110N 4((6PJ WALL REQUIRED., H. / 2'x 4'x:125' +28.0, -28.0 1°•-0' 7' 12' 12' 5105-Hf4 IR T500, 'ye, 6063-76 ALLOY Cent.At-.ANGLE Mln• L +28.0, -30.0 9'-8' 7' 12" 12' Ly T VARIES y6 �; +30.0. -35.0 a=11' 7' 12' 12' CASE A ,(Plan) _-,��=aL,.= ___ +35.0, -40.0 8'-4' 7' 12' 42' ` 2' 4•x 4'x.072• POURED CONCRETE ,ypx, J105-H/<OR OR CONCRETE BLOCK /f'0 BOLT 6063-T6 ALLOY +40.0. -45.0 7'-11' 7• 12` 12" WALL REOU/REO. �O 24'0.C. Cone Alum:ANGLE 2.500' W/JACKNUT 0 +45.0, -50.0 71-6• 7' 12' 12' Mh 2,5001 ,I CONCRETE ANCHORS I N' CASE B (Plan +50.0. -55.0 Y-T' 7' 12' 12' +55.0• -60.0 B,-10, 7' 12' 12'--- 7.00D' 1ALJERNATE LEG LOCATION .POURED.CONCRETE .. - OR CONL'RETE.IILOCK- +60.0• -65.0 6'-7' 7" 12'' 12' Z'r:Z•a 0.55'TO WA4 REMOIED. 2'x S'x.055'Cart. Min. +65.0, -70.0 At...ANGLE OR -'l,SX' 6'-3' 7' J2' '12' 080'J105-H154 SHEET METAL AIOm.BENT PLATE. �REOD) +70.0. -75.0 5'-10' 7• 12' 12' X=B.O.DWANCE +75.0,.-80.0 5'-6 7' 12' 12' - I. +eao -B5:D 5•-2- 7' 12• 12' CASE C (Plan) �' J +850. -90.0 4'-11' 7' 42' 12' . ' +90.0, -95.0 .4'-B' 7' 12' 12' 2•x 3'x.09J'3105 H-14 OR 7 r 6W IN ANC ORSY0 12,ou C ANGLE '.CASE E (Pla +95:0, -IORD 4'-5'. 7". 12 ,2' _r.�' SCAM 1l4•.a 1' �z1/s�cAP 1.00o• +raD:o, -105,0 4•-2' 7• 12' 12' ;q +'O5. 4- l2 12" END CLOSURES DETAILS ' //'POURED CONCRETE •Min. PANEL LENGTH IS X-0" .®•. :/ WALL REQUIRED, ANCHORS[£LEND SCALE.' 114 1 -"AWMUM ANCHOR SPACINGS ARE VAUD FOR ANCHORS.. . .ANCHOR i 3 1/2'EDGE DISTANCE FOR E D.CESS T&W IMIM TWE SPACING MUL777(PLYANG SPACING SHOWN UCC ANCHOR AON SCHEDULE'BY TAPCON/ _ CASED (Plan, 1� e' p/jj["'o, THE FOLLOWING FACTORS (NOTE Mn. MakATES 3.O d �• (v�.�f.` E.D.FOR CALK IN ANCHORS IS 2 1/2). 1` '•• t��• FOR'THIS OPERVION TO BE POSIBLE REpUCEO CALK-fN 2.5' J-01 .'vGEN$F .,'� SPAGNG OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICTED FON FLORIDA BUILDING CODE ('Non High Velocity Hurricane Zone) FACH ANCHOR:TtP£AT ANCHORS LEGEND. 0.44167 ••: .02017 MISCO, CLEAR BERTHA. STORM PANEL DRAWN er. .. FACTOR i.:. T - � .....(Z25"DEEP) GG, ACTUAL E 0. TAPCON/ ��y STATE OF ....07/26/n P TAPCONES O97•K-'" •. pP ` ,0 C/r� EASTERN METAL SUPPLY, INC- DATE J. .B8 .75 i(`A"'• ... � ► 1L E'C 0:INC. *68 WESr�R040S DANE ' �.�SIQNAI� / T 1£611N0:£NGIN£FRINO COMPANY WEST PALMOTACM.A.J3407' 17-098 f (.fas -leo.o r(w.yen 1=I Z 12 .7t .50 / ORAWW N. 2' .50 15-0006719 m.r gena. our mcu ¢srar. wrt .. WALIER A TILf7 Jr.P.E. r m rrwaI a ... ROY/Q4 Glc 4<167 x . SNEET f OF S 11410-20 ELCO mofe//omofe ? 4•x 8•(Ir.)Ea7snNG WOOD HEADER WDOD NEVIFR pµELMATF O G'o.t W Wi]Ob NFADER I WOOD BEW REOUR£D: REt7UlRE0. REUUIREA 1 718'Min.PENETRA77ON OR REOUJREO. •STRUCTURAL ADEOU4CY /14 S.S.HEX WASHER 11410-20'ELCO mole/female F EXISRNG WOOD BEAU HEAD WOOD SCREWS W/ Pµ£LU47E O 6'ax W/ TO BE CERTIFIED BY /114-0-20 ELCO mole/female PANEUNTE 1 f/2•Mh PENETRATION O 6'o.e. r 718•Aft PENETRAnON OR REGISTERED ENGINEER / 0 12'o.t. W/1 7/8'Aft PENETRATION. i /14 S.S.HEX WASHER OR ARCHITECT PRIOR 6 Cont. ' HEAD WOOD SCREWS W/ /14 x 1 J/4'S.S.HEX WASHER TO SHUTTER INSTAUAnON. A. I - r 112'MTA.PEIVEW17ON'O 6'a.o. HEAD WOOD SCREWS W1 f f/2•,Yin. PENETFUnON O 6'o.a 718'r 3132'WING 7.000 I 2.000 I -NUT 0 EVERY STUD B 2. Yin. I Min. I "f2O. CSAGGEDN +�2 ConL. I iu TO AANfLAN7E X� I ®OR 5 Conf� { 11410-20 x J/4' : —� !/t O-?O x 1' I 1 BOLTS w/718 x 1 : eons w/718' I. i 3112'WING NUT J/32"WING NUT I7 Alin. F min. 0 72'ap 0 12'b.c. LS'PARAnON I �SEPARATION� rVGLASS.&YISTING I PANEL LENGTH �GLASSND !'Min. E (SEF NOTES BELOW) I SEPAR4770NTO iyjsnNo i I CLASS I'Min. Max' —'�— WALL MOUNTING INSTALLATION BUILD OUT INS TALLA TIONPANEL LENGTH. I. �_.TO DOMING .(SEE NOTES BELOW) ALTERNATIVE 2 ALTERNATIVE tAO4 I � �L�I I f •® ��" �L— l'A6n. 1� I SEAARARON E I I/4 b-10 x I' I >0 NG �S1/910-20 x J/4' I. S.S.A S. W/ I I .BOLTS W/718',-\ I. \i. 718'mNC/NUT I 11410-20 x J/4- I' 4-- 3132,WNG MIT W000 O r2'o.c 80CJ5 w/7/e•x o 12•u.c PLATE ` �-F/4 6-20 CLCO molelf mole.PANELMIE I s/sz'wrNc Nur , 2•x s'woo0 EOWR O 12'o.c. W/'f 718'IC'n:FENEIAAMN �.n T.:© 0 IZ'o.c. } - T..® DECK RE7N/IRE07®OR$ I AT A, W ..OF PLATE.' /I� I I (h97 F1N6N ALLOWED) COAL Boo I EO ELI =r— T- 3 Cont. T- O A �YO0p 2'x 4 r $L_A�TE f 2 Coe1.. 1� 'REEO, 1/410-7D ELCO mole//emWe PLATE �'. � 1 PANELMATE O 6' 1/4=0 4 v ZO EcCO.m!1.11117111 le/ample /T4 x 1 J/4 S.S.HEX YlA,SHER 1 7/8 M'n P£NETRInON OR _ ,� /' / \ /r1 SS HFX�WASHD2 FLMATE 0 ''o.c WI I'M WOOD SCREWS W/I HEAD WOOD SCREWS.WI i 1 710 Hin.PFNETlt1T70N OR PENEM77ON O 6'v c I 1/2' PENEIRATl/.®6'ac I i /,a SS HEX.WASHER: WALL MOUNTING (D. M,) il. 0.MIDW7DTH OF PIAM i•�i 1WAD11-Mim SCREWS Wl �I 1 f/Z yin,PENETRE, Q 6• CEILING & FLOOR MOUNTING INSTALLATION ALTERNATIVE 1 O'M/pNIDTH Of PUDE — itALTERNATIVE 6 WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNAT/VE 5 N07E FOR COMBINATION OF SECTKTN: WALL MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN ANY WAY 70 SUIT ANY INSTALLATION. • ���� SCALE. A'" N1.77, FLORIDA BUILD/NG CODE (Non High Veloclly Hurricane Zona) 1. INSTAUA770M ARE ONLY VAUD FOR MAX. AS_D..DESIGN PRESSURE .r N0,44167 o2on 2TEoo,tivc £LEAR BERTHA'STORM PANEL OluwH ar.• RATING AND PANEL'S �... *, 2.25'DEEP LC. LENGTHS AS PER SCHEDULE SHOWN ON SHEETS,4 OF 5. - .07126/17 Z. rOR WOOD SOUTHERN PINE No.o. 2,SW/SPECInCOOD DENSITY OF 0.55 OR EOL47L_ `S TO BE .. .�� ............R1 �� J��, � EA'STERlJ7M ETALffST�SUPPLY1 INC ��' IL ECO,N�: n .1G WT TESTING d ENGINEERING COMPANY WEST PALM MCK fL.T,T407 17-098 17 G[� assY/c.tdb.s: sn.aaz w4Tw n.vrra IONAI.T .�= R.m.:F1a.Ikn-,a,a.ra.:.pmwl-,sf1 _ ORA»1NG Ila: 'P�"Pr�I/////IN`•1'• EB-0006719 s ao,aa,e -v/TVn: r art . WAER A.�nLUF Jr.AF- SHEET S Or 3 FLORIDAiLIc.' 44r67 4