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HomeMy WebLinkAbout20-120 4 m r'orjiun City 'Of ZephyrhillS PERMIT NUMBER '~ .1 5335 Eighth Street Zephyrhills, FL 33542 BAR-000120-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: Permit Type: Add/Alter (Residential) Property Number Street Address 1126 210010 06000 0180 38018 12Th Avenue Owner Information Permit Information Contractor Information Name: JACKIE&BESSIE COOK Permit Type:Add/Alter(Residential) Contractor: ROLLSHIELD LLC Class of Work:Add/Alter Residential Address: 38018 12Th Ave Building Valuation:$8,600.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)838-2888 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$8,600.00 Total Fees:$124.50 Amount Paid:$124.50 / Date Paid:6/4/2020 11:37:48AM Project Description INSTALLATION HURRICANE PANELS Application Fees Building Plan Review Fee $41.50 Building Permit Fee $83.00 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER • J k- City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: OWL_L,5 h 7 Date Received: 5J-2--2-/Z� . Site: 1 2 T Permit Type: Approved Who comments:0: Approved:w/the below comments: Denied w/the below.comments: . El n.a t.,ASzj3 fiD I2 t rv17 v� This comment sheet shall be kept with the permit and/or plans. Il Bill urgess=Buil g Official Date Contractor and/or Homeowner (Required when comments are present) �'/f! 1113-7110-00211 City of Zephyrhills Permit Application Fax-813-780.0021 Z-4 l A t Building Department 7 q tJ S512 ,Date Received 2jf phone Contact for Permitting — ,I arrrar.a as rraarrrr Owners Name � C e. l� Owner Phone Number 3- ✓g ZSg i Owner's Address V _J-�A A Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 38DI-9 1-7-1-1" A,-e— zf JA r J3— - LOT# SUBDIVISION I PARCELID# I'Z(p ZI` COI O&OD ` Ott (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR 8 ADDIALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK FRAME Jam= STEEL = DESCRIPTION OF WORK TitiS�(� i a7ft Q y, v— ey r ri mS t c L to a ,Lf_1s BUILDING SIZE SO FOOTAGE HEIGHT s"cLX_XtC iL`C<";iCSCi;ircCcTC;;Cs-csSC-S";"CCZCZCC<Z"LSCAX-cluluL-WZAiCt-"RtLC CAL=-r EUILDING $ D VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q 1 PROGRESS ENERGY = W.R.E.C. =PLUMBING $ � Ae ®� 0 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION d i rp tans =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY d S►�l II /r[jf{ SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address S1 /_ �l eer W ctl tr 33 7�.+5 License# C G-L/- ELECTRICIAN COMPANY SIGNATURE F REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE F REGISTERED Y/N FEE CURREN' Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# NEI RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-OW Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects,All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directlons: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(PlottSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-002o City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the Intended work,they are advised to'contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not property licensed and is not entitled to permitting privileges In Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a'certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the'Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the Information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this S rib d a d sworn t or a(fi before�f thivsy�,,,�/� by �by /)" V,�W Who is/are personally known to me or has/have produced is/ re personally knotyn to a or haWhave produced as identification. `�— as identification. Notary Public LIALMA,Ja,IS WN044ctary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped AMANDA S.MURPHY Notary Public,State of Florida MY Comm.Expires Dec.01,2020 No.GG 52057 INSTR#2020077059 OR BK 10101 PG 1743 Page 1 of 1 05/13/2020 01:45 PM Rcpt:2161506 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller This space for use by Clerk of the Circuit Court only. NOTICE OF COMMENCEMENT Permit Number: Tax Folio No._j(-ZI -21 The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida statutes,the following information is provided in the NOTICE OF COMMENCEMENT. I. Legal Description of property(street address required): S Flc , o?b r t_12 -�J� � cc. O /ate•_ / t [�•` 2. General description of improvements: -�rr T'h-1 3a. Owner Name: i Y Q Owner Address 3S0/2i S&O {1 r 3b. Owner's interest in site:I/.+��_ 3c. Fee Simple Title holder(of other than owner) Address: 4. Contractor Name: CIS�r e�a LLB ;/ Address: //S/ fk C ed.�'f✓w-�i. r� 33�$hone:�`�9-� 5. Surety Name: Amount of bond: Address: Phone: A. 4 Contact: Address:' Phone: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1 xa)7.Florida Statutes, Name: Address: Phone Number: 8. In addition to himself,Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name: Address: Phone Number: 9. Expiration date of Notice of Commencement(expiration date is one(1)year from date of recording unless a different date is specified). WARNING TO OW NER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE - CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND poSTF.D ON THE JOB SITE BEFORE THE FIRST INSPECTION.-IF YOU INTEND TO OBTAIN FINANCING.CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. ignature of Owner or Lessee.or Owner's or Lessee's Authorized officer/Director/partner/Manager rv�tiY1,� ►�. Signatory's Title/Office STATE OF FLORIDA 1�hS C r0 COUNTY OF The fore P oing instrument was acknowledge bore me this day ofP:t �— �ZU by 1KO C001- .aa a Personally Known OR Produced Identification T e of Idmtifica i P l PG JAQUALINE BUTLER o ec Notary public,State of Florida [UndeCommission#GG 189873 igna ore-Notary Public My comm.expires May 17,2022 1 e fore oing and that the facts stated in it' true to the best of my knowledge and belief. store o Nattual Person Signing Above updmed zwovza tz (A copy ormty k.d must M aueohed ut the time of tmordmion or,hu Notice of Commercaneua ' , STATE OF FLORIDA,COUNTY 0FPASC0 THIS !GT0CERUFYTH4T THE FOREGOING ISA TRUE AND CORRECT COPY OF THE DOCUMENT ANSI ON FILE OQOF PUBLIC RECORD |N THIS OFFICE J ' ROL�ffSHIELDLLC HURRICANE SHUTTER MANUFACTURER wasr+tmtie sr t�►artav/ar pe�rtrey License#CGC-1513024 727A51-7655 Prone Information Building Information Owner: Jackie Cook Wind Zone: 147 MPH, Address: 38018/38014 12th Ave. Exposure Category: B Zephyrhills,FL 33542 Minimum Building Dimension: 30 ft. Mean Roof Height: 14 ft. Risk Category: II Desi n Pressure Calculations Opening Max Positive Max Negative P g g Number IF Pressure(psf) Pressure(psf) 1 22.8 -30.2 2 23.3 -25.3 3 22.3 -24.3 4 22.3 - -24.3 5 23.3 -25.3 6 . 22.8 -30.2 7 22.8 -24.8 8 22.8 .24.8 9 23.3 -31.2 10 22.8 -24.8 11 22.8 -24.8 12 23.3 -25.3 13 22.8 -30.2 144 - 22.8 -24.8 Preparers in accordance with:ASCE 7-10,Chapter 30. Wind Loadr-Component and Cladding.bth Edition(2017)Florida Building Cate. Page 1 of I IL VL w �� ► om �" v � 1n r Ca �,h� Cz �► r Lie Ce,�, F,x c a t f 1 { BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us I E Florida r &I *q Product Approval ■ USER: Public User s tip= Product Approval Menu > Product or Application Search > Application List> Applicat' n Detail FL # FL29455 �� 1 Application Type New Code Version 2017 Application Status Appr ed Comments Archived Product Manufacturer Crimsafe North America Address/Phone/Email Suite 1-3 3020 Reynolds Rd Lakeland, FL 33840-2440 (866) 740-3888 mleigh@crimsafe.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.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 Archii Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan J. King, P.E. iv�- Validation Checklist - Hardcopy Received Certificate of Independence FL29455 RO COI (a) Certificate of Independence Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/18/2019 Date Validated 04/18/2019 Date Pending FBC Approval 04/25/2019 Date Approved 06/18/2019 Summary of Products FL # Model, Number or Name Description 29455.1 a. Safe-S-Capes Window Hurricane Aluminum Hinged "Impact" Stainless Screen "Impact" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29455 RO II Inst 29455.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 294551.1 for Design Pressure Ratings, any FL29455 RO AE Eval 29455.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: particulars. 29455.2 b. Build-Out Window Hurricane Screen "Impact" Aluminum Fixed Build-Out H1 "Impact" with Stainless Steel Mesh Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29455 RO II Inst 29455.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 294551.2 for Design Pressure Ratings, any FL29455 RO AE Eval 29455.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: particulars. 29455.3 c. Patio Enclosure Hurricane Screen "Impact" Aluminum Fixed Vertical and "Impact" Patio Screen Enclosure with Stainless Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29455 RO II Inst 29455.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 294551.3 for Design Pressure Ratings, any FL29455 RO AE Eval 29455.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: particulars. 29455.4 d. Hinged Door Hurricane Screen "Impact" Aluminum Side Hinged Hurri, "Impact" Stainless-Steel-Mesh Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29455 RO II Inst 29455.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 294551.4 for Design Pressure Ratings, any FL29455 RO AE Eval 29455.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: particulars. Back Next Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility St Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a pub electronic mail to this entity. Instead,contact the office by phone or by traditional mail.If you have any questions, please cor Section 455.275(1), Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the i if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an email address which can be made available to the pL licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® eClrecA M Credit Card Safe � T Suite 1-3 ; 3020 Reynolds Rd. -A Q� v Lakeland,FL 33640-2440 56.367 MAX. w, z O z FRAME WIDTH i PANE!WIDTH i� ••••Pff••� z d u gga ! itt 51"MAX. tho z g x MESH D.L.O. Ni� N \� \a Nx� maa� SAFE-S-CAPES WINDOW E bz HURRICANE SCREENa "IMPACT" z cZ iJ con o GENERAL NOTES 3. This product has been evaluated and is in compliance with the 6th Edition X a 8 (2017)Florida Building Code(FBC)structural requirements including the"High s o ER Velocity Hurricane Zone"(HVHZ). zocoof a a c 2. Product anchors shall be as listed and spaced as shown on details.Anchor m embedment to base material shall be beyond wall dressing or stucco. 3. When used in the HVHZ,this product compiles with Section 1626 of the FBC and ' s does not require an impact resistant covering. 4. When used in areas requiring wind borne debris protection,this product o complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an D impact resistant covering.This product meets missile level"T and Includes Wind � Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. VERTICAL ORIENTATION SHOWN (HORIZONTAL ORIENTATION ALSO APPROVED) 5. Site conditions that deviate from the details of this drowing require Z e further engineering analysis by a licensed engineer or registered architect. a 6. All steel shall be protected as specified in Section 2222.6 of the FBC. p J c ,. .:.,.._.,.......,_:,MAX'OVER.;A`tb:;; ; >..:l1�IAX�MESN;_:; ".DESfGNPRE55`CIkE:[I°Sh}.:; FtAN6E AN DLO i TABLE OF CONTENTS L11fVIENSlON DIMENSION, bIMENSION POSITIVE .NEGATiV. z o E SNEET a DESCRIPTION 56.36"X a6.36" ss. X B5.0" 81.0"X B].o^ +75.0 are: 4 1 1/19 0" a i Typical Llevotlon,Design Pressures&General Notes -75'� sme N.T.S. J 5 z 2 Elevaton&Screen Details 'MG.BY: LFS m 3 Horizontal&Vertical Cross Sections fC-HK.e,; RW 4 FrameAnch ngrro :5 Bill of Materials and Componenh L-29455.1 ro 1 oF� � G p 0.065" WARP =s." 0.035'0 �— DIRECTION =U: •, m iy: Z F;d`O dmZ �,Y ,• ••r�:c�01 q UZI 11 Z 6 U N.• = 0 9 U o2 W 3�m M. `� _a 9dmccr _ 4 E 0 o 16 \ ;4 �"g� m `O d 2 1 \VV\ = 9 J CZ v I �`a 3IM WIRE MESH=10/1" I WIRE MESH(10 x 10) WIRE MESH 17 304 Stainless Steel 13 3 Wire 0=0.035' z 1"FROM ENDS Open Area=42.25% w SCREEN CAPTURE DETAIL w u m 3 N c o I"FROM ENDS f.= o &4"O.C. $ w 12 a N m O ° 2-1/2'FROM ENDS .e &5-1/2"O.C. o A m V Z G O a _N n. S ui 10 z Z Z U E cli �� 1. 18 14 13 ��: 4111119 o scAm, N.T.S. a 2-1/4"FROM 1"FROM ENDS OWG.BY. LFS m m z ENDS&4"O.C. &2"O.C. aM.BY. RIN T+. SCREEN CORNER DETAIL DRAWING NO, ¢ m FL-29455.1 a SHEEP?OF'$ G c RA01entsWrimsafe North America\A-Florida Product Approvats\Ft-29455\C-Drawings\FL 29055(2017)\FL-294551.dwg,31 MIN. EDGE DIST. G/J a t- xxa 0 o =rn 210 L^ a z CW z° w {�----81"MAX.MESH D.L.O. W 0'68" V MAX,PANEL HEIGHT 0.68' 86.36 MAX.FRAME HEIGHT MIN. EMBEDMENT (n'P•) 0 a W 00 \\ na ❑ Z O " ry t V cn >':Z,AM O Co. D � ry z Q MIN,SEPARATION FROM GLASS PANEL (SEE CHART) W � 0 v D Tl 8 try 14 rr =F•n p �•+'9C w f'• No.43408 as * } levy +� o PRODUCT,. Documents Prep—d We, SpiMEOF „ rn Lyndon F. Schmidt �� ••••. QK1L1�;..'• / (t r a HURRICANE SCREEN PAL No. 43409 ���,/jj�2t�•+RN{. `' r PART OR ASSEMBLY. BUILDING CONSULTANTS, It" to (4to NO DATE gY HORIZONTAL & VERTICAL RYY P.O. o. 813.889.9197 33595 REVISIONS CROSS SECTIONS LfRfi CActiWdt98V3 No. 43409 ®2019 R.W.BUIWINO CONSULTANTO INC. 5.5"MAX \\ O.C.(TYP.) 2.5'MAX C•' •••'. '/ r d / z 6w ice• �j��piM EMBEDMENT �1/Irrf Iltt "�'`0; U N-; =N ((T"y'p•) y O f3 �Gw Z v Z oZv Ecb to A WF�,z `�a "' 'p cw m ta Z 0:IL no ` a 4 (iYP.) O v C 6 3 Li E o= Z tk SUBSTRATE U y u (TYP-) A w z m �o W ot e LI x SURFACE MOUNT ANCHORING a a 0 m s V, V Z G � 0 9 SINGLE PANEL FRAME ANCHORING o SUPPORT STRUCTURE Vertical Orientation 0 ANCHOR SCHEDULE n (BY OTHERS) d BM SUBSTRATE ANCHOR EMBEDMENT EDGE DISTANCE C�S�PACING = v SIOK23/4'PWH w WOOD SHEETMEFALSCREW 23/8"MIN. 1.3/B°MIN. 1-1/7MIN. � o � o m 1OULTRAH ® 2-1/TMIN. 3°MIN. Z g CONCRETE ELCO ULTRACON 1-3/4•MIN. c 5 dam► DATE 4111119 = SCALE N.T.S. go a R10.14 HWHSELF-DRILl1NG AMRL OF9THREADS m STEEVALUM SHETMETALSCREW SHALL PROIRUDETHROUGH 13/B'MIN. 1-1/TMIN. DWG.BY: LF,S ZTt� THESf�/ALUMSUBSTRATE CHK.BI: RW 3 WOOD FRAMING(G>=0.42) DRAW NG NO.; CONCRETE CONFORMING TO ACI301(3.000 PSI MIN.)OR HOLLOW BLOCK(GROUT FILLED)CONFORMING TO ASTM C90 FL-29455.1 0 STEEL OR ALUMINUM FRAMING(MIN.1fir WALL THICKNESS-BY OTHERS) N n SNEER 4 0: 5 i ac BILL OF MATERIALS REM/ DESCRIPTION MATERNLL A ANCHOR(SEE SHEET 4 FOR ANCHORING SCHEDULE) - =025�.•' 1 BASE FRAME(05A) 6063-T5 ALUM 0 2 BASE FRAME HINGE STILE(05B) 6063-T5 ALUM 0.79" 0.79" o "a �Y: �Z W 3 SAFE ESCAPE SASH(05C) 6063•T5 ALUM _ 1 ��i �'••.,,• •:G�:�� o m m 4 HURRICANE CLAMP 6063•TS ALUM i��i'' •� ```�: z o m a 5 SASH STIFFENER(05K-INTERNAL SURROUND) 6063-T5 ALUM I I rrrrr L 111► 9, A,N,: 6 GRILLE LOCK GUARD(05E) 6063 T5 ALUM 1,7°—�I (�1,7"--►{ o 0 x z i 7 HINGED LOCK HANDLE(05D) 6063-T5 ALUM i' E. 9 m°011 0 0 0 c mo cm 8 GRILLE LOCK GUARD LID(05) 6063-T5 ALUM ` a 0~ m a`a 9 WINDOW CORNER 103A CNR) 6063-T5ALUM SASE FRAME /�BASE FRAME HINGE STILE 3 SAFE ESCAPE SASH 10 BASE FRAME CORNER(05B CNR) 6063-T5 ALUM �T• 0 z° 12 #8 X 1/7'SELF-TAPPING MUSHROOM HEAD SCREW STAINLESS STEEL 13 #10 X 3/8"FH COUNTERSUNK CLAMP SCREWS STAINLESS STEEL 14 #10 X 3/8"PH SELF-DRILLING SCREWS STAINLESS STEEL v; 15 BOW SPRING STAINLESS STEEL 3" 16 TESA TAPE = 0'� z 17 SANTOPRENE INSULATOR SANTOPRENE CD ow 18 #8 X I"SELF-TAPPING MUSHROOM HEAD SCREW STAINLESS STEEL vvi �qo 0.92" + 0 0 'a � `2 �ad 4 HURRICANE CLAMP 5 SASH STIFFENER 6 GRILLE LOCK GUARD �I = o m o F a a b z G o 2.24' 1.97" 0 HINGE LOCK HANDLE 8 GRILLE LOCK GUARD LID 9 WINDOW CORNER 0 n I �S P O O s z v DATE 4111 19 : D agr.iF. N.T.S. 1.97, DWG.Sr. LFS m z exu.ec RW 3 ,`gyp DRAWING NO.: e �;1 BASE FRAME CORNER m FL-29455.1 c n 1° SHEET $ OF S w O d Professional: / 0 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I E a Product Approval djD 1 USER: Public User Product Approval Menu > Product or Application Search > Application List>Application Detail- . FL# FL29455 ' Application Type New Code Version 20 iii Application Status Ap I roved Comments Archived l� Product Manufacturer Crimsafe North America Address/Phone/Email Suite 1-3 3020 Reynolds Rd Lakeland, FL 33840-2440 (866) 740-3888 mleigh@crimsafe.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.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 Archie Professional Engineer o Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Ryan ]. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL29455 RO COI (a) Certificate of Independence Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/18/2019 Date Validated 04/18/2019 Date Pending FBC Approval 04/25/2019 Date Approved 06/18/2019 Summary of Products FL# Model, Number or Name Description 29455.1 a. Safe-S-Capes Window Hurricane Aluminum Hinged "Impact" Stainless ' Screen "Impact" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29455 RO II Inst 29455.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 294551.1 for Design Pressure Ratings, any FL29455 RO AE Eval 29455.1.pdf additional use limitations, installation instructions and product Created by Independent Third Party: particulars. 29455.2 b. Build-Out Window Hurricane Screen "Impact" Aluminum Fixed Build-Out Hi "Impact" with Stainless Steel Mesh Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29455 RO II Inst 29455.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 294551.2 for Design Pressure Ratings, any FL29455 RO AE Eval 29455.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: particulars. 29455.3 c. Patio Enclosure Hurricane Screen "Impact" Aluminum Fixed Vertical and "Impact" Patio Screen Enclosure with Stainless Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29455 RO II Inst 29455.3.pdf Approved for use outside HVHZ: Yes Verified'By: Lyndon F. Schmidt, P.E. 4 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 294551.3 for Design Pressure Ratings, any FL29455 RO AE Eval 29455.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: particulars. 29455.4 d. Hinged Door Hurricane Screen "Impact" Aluminum Side Hinged Hurri, "Impact" Stainless Steel Mesh Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29455 RO II Inst 29455.4.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 4 Impact Resistant: Yes Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: See INST 294551.4 for Design Pressure Ratings, any FL29455 RO AE Eval 29455.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: particulars. Back Next ' Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility St Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a pub electronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions, please cor Section 455.275(1), Florida Statutes,effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the I if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an email address which can be made available to the pL licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® 021 FISM R 0 Credit Card Safe 'aa��7jy r Suffe 1-3 =' gi• •b x! ! 3020 Reynolds Rd o a—z Lakeland.FL 33840 2440 z �J 6m 53.125 MAX. 21 FRAME WIDTH i o m o ! 11111 R 8 M z 48"MAX. a d A a v 0 x z� MESH D.L.O.� ^a E m z m°a a maaa BUILD-OUT WINDOW a E Go HURRICANE SCREEN ° a A rimmcr Uo yr z !E o� w d 6 LL GENERAL NOTES N l. This product has been evaluated and is in compliance with the 6th Edition ` (2017)Florida Building Code(FBC)structural requirements including the"High ( = o Velocity Hurricane Zone"(HVHZ). M g a cq 2. Product anchors shall be as listed and spaced as shown on details.Anchor a a m embedment to base material shall be beyond wall dressing or stucco. 3. When used in the HVHZ,this product complies with Section 1626 of the FBC and does not require an impact resistant covering. G 4. When used In areas requiring wind bome debris protection,this product o complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an 0 impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. VERTICAL ORIENTATION SHOWN a (HORIZONTAL ORIENTATION ALSO APPROVED) < 5. Site conditions that deviate from the details of this drawing require z further engineering analysis by a licensed engineer or registered architect. 6. All steel shall be protected as specified in Section 2222.6 of the FBC. M ax oirER act;:a %•iNnxtitesfi':_;; oESIGN PRESSURE a p p PANEL D L q = -POSITIVE 13 zIMENSIOND 4 TABLE OF CONTENTS ° V DATE 4/11/19 3 a 75.0 -75.0 scuE N.T.S. ° SNEETN DESCRIPTION 53.125'X 84.875' 48.0"X 79.75" +1 Typical Elevation,Design Pressures&General Notes r 2 Elevaton&Screen Details Mr.er: JK m z 3 Horkontal&Vertical Cross Secfions cHK.Br: RIN E 4 Frame Anchoring m ° c NO.: V FL-29455.2 5 Bill of Materials&Components N SHEET 1 OF 5 V R:\Clients\Crimsate North America\A-Florida Product Approvals\FL-29455\C-Drawings\FL 29455(2017)\FL-294552dwg,21 ' W N W�+ d 0 �WIRE MESH=10/1"�{ 19 'moo rg p c3 w 3 3 3" 6"O.C. 9"A m M M (TYP.J )TYP.) s P 3 u o o u r^ H o ny '� C —o z WEFT g C 0 DIRECTION j 0"o z O'O a Z v O w Iq- 0r wA p3 a nQ v a m o n co � / V A/ m 3 .SC..... No.43409 • T i PRODUCT: DOCumerrte Pmpcmd ffffBOp Imo- Lyndon F. Schmid! 111 ,p��Qq(pf • IN a 2.1 HURRICANE SCREEN F.E No. 43409 ;.• ���i�•ro/�Q�(VA�• 6,,` _� PART OR ASSEMBLY: GD BUILDING CONSULT'ANiS,�IIV�1``` • IN N En ;0 m NO DATE BY ELEVATION & �P.O. Box 230, Valrioo, FL 33595 SCREEN DETAILS Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 8 2O1 9 R.W.BUILDING CONOULTANTa INo. RAClients\Crimsafe North Amerira\A-Florida Product Approvals\FL-29455\C-Drawings\FL 29455(2017)\FL-294552.dwg,3.1 r„ MIN. EDGE DIST. 3 (TYP•) A G) " r \ z H n 3 N O �� m�z �'.►' M ASTA rn S A�y O z Z w w 79.75'MAX.MESH D.L.O. 84.875°MAX.FRAME HEIGHT N n N T ig r=@1 i a CAAO2— Fn-A -F po to O f"'j MIN.SEPARATION O O FROM GLASS PANEL Z (SEE CHART) w a MIN. EMBEDMENT ```�1µ1 I I I I ���'' (TYP.) , sgl ", No.43408 T PRODUCT: DoPrepared• •FY•pod ., gWL� t— Lyndon F. Schmidt Iw o Z HURRICANE SCREEN P.E. No. 43409 �i�i����...... to Ln A PART OR ASSEMBLY: BUILDING CONSULT I,1h I� Ln s` y to HORIZONTAL & VERTICAL P.O. Box 230. VOIrIco. FL 33595 NO DATE JBY CROSS SECTIONS Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 ®2019 R.W.BYILDINO CONet1LTANTB tNC. 6"MAX 3"MAX Vr % inO.C.(TYP.) (iYP.) =_ c '�o:a id)' toIII I••••._ •• \\\ J O EO p�:.N EMBEDMENT �� •T 1111 o w m z :E II If P O N G ' a O� g Em z$oa A �30 3 \ �~ 9o=a v` '� m aa� (TYP.) v a S 4 0 E 0 c� SUBSTRATE (TYP.) AEn x a w m z zo Up' j SURFACE MOUNT ANCHORING = o G 0 a a is a rn IY1 O j SUPPORT STRUCTURE SINGLE PANEL FRAME ANCHORING ° (BY OTHERS) Vertical Orientation OA ANCHOR SCHEDULE n c SUBSTRATE ANCHOR EMBEDMENT EDGE DISTANCE CENRR CO CENTER z 0 o fl10X23/4"PWH w z A WOOD SHEETMETALSCREW 2-3/8°MIN. 1"MIN. 1-1/2'MIN. a m 1/4"0HWH O o 5 CONCRETE ELCOULTRACON® 13/4"MIN. 2-1/2*MIN• 3"MIT. Z •c a�w� BATE. 4/11/19 z a a #10.14 HWHSELF-DRILLING P3THREADS Scua N.T.S, WSLLMODTHROGSTEEL/AWM SHEETMETALSCRE E H j 314"MM. 1-1/2"MIN. DWG.BY. JK m Z �� THESTMJALUMSUBSIRATE 3 CHK.BY: RW E WOOD FRAMING G>=0.42 DRAWING NO.; m i5 CONCRETE CON�RMMG T�ACI 301(3.000 PSI MIN.)OR HOLLOW BLOCK(GROUT FR1ID)CONFORMING TO ASTM C90 FL-29455.2 0 MR OR ALUMINUM FRAMING(MIN.1/B WALLTHICKNESS-BYOTHERS) N SHEET 4 OF 5 V R.,\aients\Criimsafe North America\A-Florida Product ApprovalsNFL-29455\C-Dmw.FL 29455(2017)\FL-294512An 5.1 00 14 L".9.C.) > r > z z;a;10 0 C)va;a 05 00nno m A -c:, m 0 FR 0;0 < z z 0 C. m z 0 § . §22§2§ ) 032' 22 I - 0 0 TLI T9T 1.9r 0 :E -i 2 ( ��o' L om 0, 43M 43409 T p- pPRODUCT. Dwoumenlut Prqmmd Kg Lyndon F. Sebmtdt IL 1 9 R - HURRICANE SCREEN P.F- No. 43409 to CONS PART OR ASSEMBLY., BUILDING U P 0. Box 230. Voldco, FL 33595 LVI F MATERIALS RW , Ln k3 BILL 0 Phone No.: 813.650.9197 1 _kATE REVISIONS & COMPONENTS FSPE CA No. 9813 0 2019 R.W.sumoma coNouLTAwro ima. Susioes s-Orofessional ' - e o BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I Contact Us I E b'pr Glo) Product Approval oc�v�rl USER: Public User G 'm Product Approval Menu > Product or Application Search > Application List>Application De , FL # FL15Lved q Application Type ReviCode Version 2017Application Status Appr Comments Archived u Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Irodriguez@easternmetaI.com Authorized Signature Bill Feeley Irodriguez@easternmetaI.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 Archie Professional Engineer C 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 12/31/2020 Validated By John Henry Kampmann Jr. o Validation Checklist - Hardcopy Received Certificate of Independence FL15094 R3 COI EASTERN METAL SUPPLY, INC. CERTIFICATE OF INDEPENDENCEYDF Referenced Standard and Year (of Standard) Standard ASTM E 1996 ASTM E 330 ASTM E1886 Equivalence of Product Standards ' Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 09/13/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name Description 15094.1 _ Clear Bertha Storm Panel - 2" - Non- Corrugated Polycarbonate storm panel HVHZ - Drawing# 17-088 to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15094 R3 II EASTERN METAL SUP Approved for use outside HVHZ: Yes 088 CLEAR BERTHA STORM PANEL.PI Impact Resistant: Yes Verified By: American Test Lab of Sou Design Pressure: N/A Created by Independent Third Party: Other: Large Missile. Max span is 7'-5" for +60, -60 p.s.f. ASD. Evaluation Reports See sheet 3 of installation drawings for other spans and FLIS094_R3_AE_EASTERN METAL SU pressures. 088 PRODUCT OF EVALUATION REPC Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility St Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a pub electronic mail to this entity. Instead,contact the office by phone or by traditional mail. If you have any questions, please cor Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the I if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an email address which can be made available to the pL licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe GENERAL NOTES: A.4) IN CASE TINT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. INDICATED ON NOTES A1) A2) &A3). THIS STORM PANEL SYSTEM SHALL MZ BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADS/BROWARD COUNTY). (8) TO EXISTING CONCRETE BLOCK WALL:ASTM C-90 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE 44£N77ONED CODE -1/4'0 TAPCON ANCHORS MANUFACTURED BY LT.W. BUILDEX OR ELCO CONSTRUCTION PRODUCTS& 1/4"0 BLUE TAP FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND ANCHORS,AS MANUFACTURED BY FLORIDA FASTENERS, INC. FOR A DIRECTIONALITY FACTOR Kd=0.65. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL -1/4-0 ELCO MALE PANELMATE-MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOr EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3& 6. -1/4"0 X 3/4-ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. IN ORDER TO VERIFY THE ABOVE CONDITION, UL77MATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 NOTES. SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO S.1)MINIMUM EMBEDMENT OF TAPCON, BLUE TAP ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RA77NGS INDICATED ON SHEETS 3& 6. SHALL BE 1 1/4- STORM PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF - B.2) 3/4-SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO THE ABOVE MENTIONED CODE AS PER ATLSF REPORT y 0615.01-11 &AR REPORT 6 OJO2.01-IOR PER ASTM E 1886&E 1996, STUCCO SHALL BE PERMITTED. &ASTM E 3J0-02 STANDARD. 1/4-0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THEIR AND 1"MINIMUM FOR WALLS WITH NO STUCCO. CORRESPONDING MODEL NUMBER: 8.3)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 GENERAL ELECTRIC PLASTICS LEXAN 103 BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON N07ES 1N B.l) &8.2)ABOVE. DOWN CHEMICAL CALIBRE 302 V-6 CAVE57RO LLC. MAKROLON POLYCARBONATE SHEETS (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFIC477ONS OF THE ANCHOR'S MANUFACTURER. MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS: Z PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 4, SHEETS 4 &5 TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT PHYSICAL B. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. SPECIFIC GRAVITY ASTM D792 1.20 G/CC Y. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO MECHANICAL: BE ATTACHED TO INSURE PROPER ANCHORAGE. TENSILE YIELD STRENGTH ASTM D638 8.700 p.s.i. 10. SHUTTER MANUFACTURERS LABEL SHALL BE LOC47ED ON A READILY WS1BLE LOCATION AT STORM PANEL SHUTTER 1N FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. ACCORDANCE WfTH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. FLEXURAL MODULUS ASTM 0790 340,000 p.s.i. LABELING TO COMPLY W17H SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. IMPACT• 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT NOTCHED IZOD ASTM D256 18 FT-lb/in WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION CAULK AND SF4L SHUTTER TRACKS ALL AROUND FULL LENGTH. Efff J2URNING CiYARACTERIS - 12. STORM PANEL INSTALLATION-SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING SMOKE DENSITY ASTM 02843 75 (MAX) REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. RATE OF BURNING ASTM D635 C-1 CLASS (MAX) 1J. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC SELF ICNITON ASTM 01929 650 'F PROJECPROJECT;/E. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 50018 W/50 KSI YIELD STRENGTH AND 90 KSI TENSILE STRENGTH& SHALL COMPLY W/FLORIDA BUILDING CODE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHI7ECT WHICH iylLL BECOLIE SECTION 2411.3.3.4. THE ENGINEER OF RECORD (E.OR.) FOR THE PROJECT AND WHO VRLL BE RESPONSIBLE FOR THE PROPER USE OF THE 5. BOLTS TO BE ASTM A 307. GALVANIZED OR AISI 304 SERIES STAINLESS STEEL, W17H 36 KSI MIN. YIELD STRENGTH. P.E.D. ENGINEER OF RECORD, ACRNG AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: SEE SHEET 2 OF 5 FOR APPLICATIONS. (A) TO EXISTING POURED CONCRETE-MIN 1'c =3 KS! (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. AS MANUFACTURED 0 TAPCON ANCHORS MANUFACTURED DI ECT. BUILDEX OR ELCO CONSTRUCTION PRODUCTS& 1/4'0 BLUE TAP ANCHORS THIS DRAWING SHALL ONLY BE USED TO AS -0EL BY FLORIDA FASTENERS DIRECT, INC. I 111 T A `�� OBTAIN PERMITS IN THE STATE OF FLORIDA -7/4"0 ELCO MALE PAN£LMATE'MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 111 -1/4'0 X 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. -1/2'OD X 2 1/8'ENXJ12 PANELM47E INSERTS AS MANUFACTURED BY ELCO CONS7RUC770N PRODUCTS. NOTES., `��� :' . s FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) A 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON, BLUE TAP ANCHORS AND ELCO PANELMATES/S 1 3/4". 02017 MTEW°Yrw CLEAR BERTHA STORM PANEL DRAWN BY, • rt ,y / ?.�• 2.00'DEEP Lc. A2) 3/4"SOLD SET ANCHORS SHALL BE ENTRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 07125117 d°. STi1 OF C.O 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, AND I'MINIMUM FOR WALLS �L E,r• ,t� -0,,,. EASTERN METAL SUPPLY, INC DATE WITH NO STUCCO. SCREWS SHALL BE 304 SERIES STAINLESS STEEL W/3/4-0 HEAD SIDEWALK BOLTS _ nwr resnNe a eNO1NEERING eoupANr 4268 WEST Rows ORNP 1� R••..,a A0.st,saxx lwor cwowc n.urce WEST PAW BEACH,n.33407 17-088 •,�'•••••••••••'(j\, Pne,.:Iwsl3n-11`O.r:6rafJnr-Ix11 A3) MINIMUM EMBEDMENT INTO CONCRETE OF PAN£LMATE INSERTS IS 1 5/B" NO EMBEDMENT INTO STUCCO SHALL BE -• tS L ,,,,�,,,,., ,�, DRAWING No PERMITTED. 5/16'0 -18 304 SERIES STAINLESS STEEL SCREWS USED SHALL PENETRATE 1'MIN. INTO ANCHOR. J(OR�Q 6� ®-0005719 °�°0' P.E. SEAL/SIG TURF/DATE waucR L r ur�..ve 1 + sxEE1 r or s FLOR/DA Gc. 44167 MOUNTING SETIONS (SEE SHEETS 4&5) 14.57J' ANCHORS(SEE SECTIONS) u.000- I.00!' 4.749' 1.500' 4.749. 1,003'r - \26 SO�4pd � nrPJ I I rn W J26. h j W U I y 2.000' 4.749' F-7.000'--� W �r O 0.100'THICK CLEAR PANEL -N. scve a/e•-'' PLAN VIEW I W z14' 2 - L- O 5R7L6A P ANCHORS(SEE SECTIONS) T 700' L T— R STORM PANEL TYPICAL ELEVATION '.JB4- -I{-.09J' •o I SG[E•J/16-. I-3. -. T • / \ten O 3'MAX ANGLE BUILD OUT BRACKET 3O F"TRACK gOWASHEREDWINGNUT scrsc J/8•_r• scuc J/a--r UTE WASHER WING NUT ccov \I 2.576' 2.576- % a \ sure J/9•.r I /// I � Q I 1 Drngw7 ♦ / 3 PANELS.125 / �'- I 7sD I /..-a9 ss ma I-OrP J o.�9� PLAN VIEW n I Ynm Ta A/LYE r b SEE LRES ET Y£•J/ra•.1• p 9 a-ac I } ON SHEET OEJA2S SEE S DFI NAL A } I CLOSURES HETJ. g •1 $ I LMI SHEET J. ON SHEET J. �i L `5JR- G—z.000--� I f�-5.000-MAX M�vTL� SO STUDDEDANGLE © BUILD OUTANGLE O7 KEYHOLEATPANEL 6061-T5 ALUM.AUOr scut•J/e•-r •�'-r r-oou• 111/J/lr7lii ii� SF '•.� FLORIDA BUILDING CODE (Non High NO, 44 Velocity Hurricane Zone) COMPONENTS ®o.s7"0G-60GALV.ORS.S.FLAT STEEL BONDED • azD17DLTFCO,INC. CLEAR BERTHA STORM PANEL DRAWN BY, WASHER W/EPDM WASHER BACK UP 2 LC. As Ja seas ss rw ArrU A-uv cwoc 4a ��A' ry} .00"DEEP) 07125117 ��'•FOR fD P.>0111 I L E C O 1 N c. EASTERN METAL SUPPLY, INC DATE Txur TESTING t ENGINEERING COMP 4268 WEST ROADS DRIVE ".- 1 4aAA'.w Jon ab.101L rn9anA 4KC n vru WEST PAW BEACH,FL J3407 -.ONAL F•�L r'11 aA,,.:(sosJan-raw.ra:fw)en-ralr 17-088 ' -^ES 000671 ron crsr�w ORAWINC Na P.E. SEAL7jemNATURE/DATE WATER A00n°ti i194.aE 1 prt FLORIDA Uc. 44167 SHUT 2 OF 6 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.t.) WITH CORRESPONDING II MAXIMUM PANEL LENGTH II co r"£a°£T£COe"Loc`"E'K n YARlES I OR 2 i4'WORD STUDS n L (Ft.) VALID 2 OR 3 REQUIRED zwo FOR INSTALLATIONS j OROOR© 1/a0x 1 J/4 �nz5Da INTO POURED CONCRETE, TAPCON ANCHORS L6n CONCRETE BLOCK MIN, SEPARATION POURED CONCRETE I� ® 12'o.a �f I CONCRETE BLOCK WALL \ OR WOOD, TO GLASS OR 214'WOOD STUDS I REQUIRED ' MAX. AS.D. MAXIMUM \ \\ �'� J-D ALTERNATE LEG IOC 77ON DESIGN AN£L LENGT WIND SEPARATION L i PRESSURE ZONE 2'x z'x Q.s TING .s.f. L (ft.) " VARIES 96+ 2' z'x At.'uaaE oR �_g�� Mox. 080'3105-HI54 SHEET 60 7'-5' i. 2&J r' — � METAL Hum.BEKT PLATE • On. PANEL LENGTH IS J'-0' 4 9• 2- 4'x 4'x.072' 0 BOLT ox 6063-T6 OR ®24.O. C. Cont.Alum.ANGLE W/JACKMIT ' CASE B (Plan) SCALE• 1/4-CASE C_(Plan) - SCALE 1/4' 1' POURED CONCRETE CONCRETE BLOCK WALL 2'x 3'x.093'3105 11-14 OR OR 2 x4'WDOD STUDS POURED CONCRETE. 606J-T6 ALLOY Cont.Alum.ANGLE REQUIRED 6.n CONCRETE BLOCK WALL W/1/40 x 1 J/4'TAPCON 1 OR 2k4'WOOD STUDS ANCHORS O 12'O.C. 1.000- REObJ CUT PANEL REQUIRED L I- 2//4'GAP Nin. / TAPCO 1 ANCHORS X- DISTANCE 012' ANCHORS o]2.O.C. / POURED CONCRETE. CONCRETE BCOCK WALL 2",4'x 4 OR 1' OR 2 w4'WOOD STUDS J10-T6 AL OR -L REQUIRED 6063-T6 ALLOY 2.500' Cont.Alum.ANGLE. Nin. CASE A Plan CASE D (Plan) Zan) SCALE. //4-= 1" CASE E (,Plan,) SCALE.' 1/4-- 1- SCALE 1 4 = 1 1111111,- EER ''/'• A. l i END CLOSURES DETAILS • \,'cENS FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) i NO d 02017 77L1ECO.1Nc CLEAR BERTHA STORM PANEL DRAWN BY' 2.00'DEEP) Lc. �O�.'. •1jYAl1c 0712517 IE L C O 114e. EASTERN METAL SUPPLY, INC PATE L TILUT TESTING!ENGINEERING COMPANY —68 WEST Ra1DS DRAG •' r' suax.a T,re s s.aL e,>mw rgr A m'. RTST PALM BEACIL FLJJ407 17-088 '•• DO90719 x[:; oomLm: W V 4l%w ,� DRAWING No EB-OOOfi7l9 P.E. S£fR�SINTURE/DATE WA LTar a nLLIT a.P.c Lw rJ^L^ 07 SHEET J OT 6 FLORID;U.I44}67 1/4'o-20.3/4'SS.BOLTS O 3 cone. 6"O.C. W/NUT X WASHER 1/4"0 xJ/4"SOLD-S g CA 4 W/OB FA ANCHORS W/1/4=20 l'V�4'TAPCON OR 1/4'TAPCON OR W/!/4 0-20 x J/4' S.S.SIDEWALK HOLD 4 W/©FA $CUE fAP ANCHORS BLUE TAP ANCHORS S.S BOLTS®6'O.C. (J/4 O HFAO)W/(4 J 1/4'r 1 J/4'ECCO (SEE SCHEDULE 6 (SEE MALE AWELM47E SCHEDULE (SEE SCHEDULE SHL•k`T 6) ANCHORS(SEE SCHEDULE SHEET 6) Cant. 1'A4.1 SHEET 6) SHEET 6) .500' CK .150' POURED � W E.D. Max. CONCRETE POURED l.125' OR CONCRETE CONCRETE W POURED Is \POURED BLOCK OR CONCRETE CONCRETE R£OUMD 1 gLpCK CONCRETE ru OR CONCRETE Rf" ED BLOCK OR CONCRETE 5 OCK REQUIRED Cone \ T J W/OB E4. uH A.5£PARADON W NW.SEPARADON r:1 TO IXImNC CUSS j To MS17NG CLASS— (SEE ( (SEE SHEET J) P. (SEE SHEET J) AM SEPARADON Z W MA:SEPARADON W TO EXISTING CLASS h }--TO Ewmxc r4wss u h a'rn a (SEE He£r 3) y i (5£E SHEET J) I I W Np 4i W x 4''i W OR 3 CONCRETE R. 1 BLOCK 7 REQUIRED E0. —� 1 ConC T 566" Cont. � !/4 TA' PLON OR POURED BLUE TAP ANCHORS CONCRETE W POURED (SEE SCHEDULE PANELLW7E INSERTS OR CONCRETE CONCRETE 4i SHEET 6) W/5/16"O BLOCK OR CONCRETE q IT/ SIDEWALK BOLTS POURED REQUIRED BLOCK (3/4'P HEAD)(SEE CONCRETE OR REQUIRED W/11410-20 x 3/4" SCHEDULE SHEET 6) CONCRETE I yS.S.BOLTS 6'O.C. BLCCK 0REQUIRED 1/4 TAPCON OR3 W/11410-20 r 3/4' 4 W/O8 EiL BLU£TAP ANCHORS S.S.BOLTS®6"O.C. !/4•IAPCON OR 3 W/T/40-20 x 3/4' (SEE SCHEDULE BLUE TAP ANCHORS SS BULLS m 6"O.C. E.D. SHEET 6) (SEE SCHEDULE SHEET 6) SECTION 1 SECTION 2 SECTION 3 SECTION 4 SCALE 3/8" = 1" SCALE : 318" = 1" SCALE : 318" = I" SCALE : 3/8" = 1" INSTALLA TION DETAILS ON EXISTING POURED CONCRETE OR CONCRETE BLOCK BUILDINGS ������',.•' d �b FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) r. 02017 DLTECO.INC CLEAR BERTHA STORM PANEL DRAWN BT., NOTE. E. D. =EDGE DISTANCE L.C. MOUNTING INSTALLATIONS MAY (SEE SCHEDULE ON y 2.tX1'DEEP BE COMBINED IN ANY WAY TO �Y l /� 07125/17 SUIT ANY INSTALLATION. SHEET 6 OF 6) -o'; STATE OF 'Q E C O INc• EASTERN METAL SUPPLY, INC 44 V �` TILUT TESTING$ENGINEERING COMPANY 426E om ROADS DRr ='o/C/�,'••.�ORVO,:•\� ,1 a]a'i.•.r..lcrn R Sr.]0.S r cJ aama'S n]Jru m. movrwWST PALM BEACH,n.M407 17-088 L((11 r1 Plum:(]41fEmrJiN (YC}!)I-r!]J �{��++J� �•C��� EB-00067I9 uR DRAWING No P.E% EA W1;E'DATE wAUEx A T7 r J.PE M^rs uG pT J SNE£T 4 4), 6 E1OR2W Lie. 41f67 7/4'0 TAPCONS O 6"O.C. W/1 1/2"MIN. THREADED 1/4 0 TAPCONS O 6"O.0 1/4"P AME PANELMATf 1/4"O MALE PANELNATE PENETR.4T10N TO EX/SMlG WOOS HFi10ER. W/1 i 1'MIN O 6"O.C. W/i 7/8'Nin. :•�A 6'O.C. :Y/i 7/B'MTn. THR 0 PENETRA17ON THREADED PENETRATION IHREAOED PENETRATION. TO EXISTING WOOD MEAOFR. 7D EXISTING Y/000 HFAOl7t TO EXISTING WOOD HEADER. 0-10 rJ/4'SS BOLTS 1 6 Cont. O 6'O.C.W/NUT&WASHER N 1 Min. N2 y� O4 W/OB E4. WRIQ RED W/11410-20 r J/4' 4 T� , Conf. S.S.BOLTS O 6"D.C. "' IWOOD NFADfR Cont. 4 WOOD HEAD UI REQUIRED PER _ WOOD HEADER ti w/O IX W I h I WOOD HEADER W I REQUIRED 1 W tL� T REQUIRED 1 IN.IXISRNG n TO OUSS T W I T j I Ln I y W (SEE SHEET J) I W T W tVi1 W — � ti NIN. ZN• ti I SEPARATION U SEPARATION W SEPAPATION Qi 2 IXISRNC J r0 L1757WC TO EXISTING 2 GLASS 1 2 (SEEGLASS SHEET J) ¢ (SICLASS J) TO W (SEE SHEET J) b OE4. I 4 W/OB to a /� C W/I/40-10 r 3/4' 4 I W/V£a 4 x 6"WOOD DECK S.S.BOLTS O 6"O.C. W/1/4 0-20 r J/4" RE RfOLAR£I(NO nN/SH I BOLTS O 6'O.C. S.S. ALLOWED) - 2 ConL. q W/O Ey, /76';/�APCONSO 4'O.0 MIE W 24'O.CD 3 cont. W/1/10-20 x J/4' THREADED PENETRATION. ConL REOUIRCO S.S.BOLTS O 6"O.C. 1/40 TAPLONS O 6"O.C/4"P TAPC[N✓SO 6'O.G T1 W/1 1/2•N/NVW/ 1NRLJIDED 7APCONS O 6'O.C. THREADED PENETRATION PENfX/Si1NG 1/2'L/1N WOOD PLATE AT WDWIDTH 1• THREADED PENEMTION TO EXISTING WOOD PLATE AT EXISTING WO WO FLATS WOOD STUD OF PLATE TO EANSDNG WOOD PLATE O 24'OG REQUIRED AT NIDYAOTH OF PLATE SECTION 1 SECTION 2 SECTION 3 SECTION 4 SCALE : 3/8" = 1" SCALE : 318" = 1" SCALE : 318" = 1" SCALE : 318" = 1" INS TALLA TION DETAILS ON EXISTING WOOD BUILDINGS 1�s+' ✓� FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone) NOTE: F'. MOUNTING INSTALLATIONS MAY BE 02017 WE=Wr CLEAR BERTHA STORM PANEL ORAWN Br.• COMBINED IN ANY WAY TO SUIT xoD•DEEP 25 117 ANY INSTALLATION. `• Sf? ' * Q7/ATE p •, F Q�; I L E C O N c. £ASTERN METAL SUPPLY, INC DATE TILLIT TESTING&ENGINEERING COEPAM 4268 WEST RG4DS ORNE ' III` e�a..xr s e.sal wr A c 4 as n w44 WF57 PALM EWH R.33407 17-088 d, (� Ate+•+:( 1�rN�I •( bn-rsn �� ORATING No y Vu/,.,,{q v\ / EB E. -0006719 �w pur rex p' maea+w o.R P. S Ul?E DATE WALTER A RLUT✓r.PE no IS ow I 4 SNEfN 5 Of 6 FLOR/DA Lk. N I67 R ~ MAXIMUM A S D DESIGN PRESSURE RATING (n s f) AM CORPRSPONDINC M4 x KUM a nrrun>a ,SPACING SCHED= ONLY FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUC17IRt's KtFIWN NAFiRAI AN'YISTS SPAl9.0 fM E A�]I/2"• S(C1.GK//t/ PAYa AS0.Of SAT' LfV.MAI AY_MWS SPAb'4T lM L D.-]1/Ia .I�PLG WE ro AF 0lJGY PRL35lC.E TA^CA16 OR mDE Lk• SRC!SfT PA.VLWIILS INSERT Ialf PAYOYIRS ANY CD/rBx— `VVIN l•(N) P&,S AC rA4LW5 M l TM SR ID SEr PM@ m L RR) .r Pw144 m SCiA?`6/A 4lOW'N PAvft P.IaAC(PaMJ ro Da1YALTF ro max m C0.vCRLTE rD mIR]. ro[avwErf ro a= m CR.CRfTE IO a= OF II" KITING(P.aI) AVY GU✓&IMmv IE/.CM 1'(Ie.J mm—arl ro m6u ro nxlcenE m moo ro anafrr ro mDrx To m+rsaE ro sour a MEIN 6• 6 - - - - - - 1(TOP) 6• 6• - - - - - - 1(Top) 6' 6• _ _ _ _ _ _ 1(Bonam) 6• 6' _ _ _ _ _ _ 1(BoTTON) 6• 6" _ _ _ _ _ _ 2(TOP) 6• 6" _ _ _ _ 2(70P) {]5.0, JS.o _ _ _ _ !• _ _ _ 2(BOTTOM) OR >!UP TOJSDOR _ _ _ _ _ _ _ 2(BOTTOM) aR LESS _ _ 6• 6• _ _ _ _ J(TOP) CE55 {60.0,-60.0 - _ 6. 6 ](TOP) Lf55 - - - - - !(eonoM) 6' B. - - 6• 6- C(TOP) _ _ _ _ _ _ 6• 6' I(TOP) 6• 6' - - - - - - �(BOT70AQ 6" 6' - - - - - - 1(BOTTOM) �� uaawN w�u+aes sPAaw rov c a.]r�>•s .wnuru r0 NwwN rwrL.v,vim rora sPAcwc ene c a.]r//•s Qcn�r wA»�w Paty. 5[GDavS/s LN.QIRAI FAAEl ASa mK>r wyY Lyy6;Iymv Ip a6CRT 1F GM NFRESRI£ rAPLVr6 av mU[W SaLO SiT PAVLi/NRT rL PAnTLNr[S ANY roY¢.T:.IIRN IO1CM 1"(rt.I PRE4VAf rAPCavS m6f TAP =A)SET PANLM NSWr 111r[PMFIIMIIITS '1 m CC rL'FEJE To mOCX m CDmRVT III moor to ow'w to&= WmYJfFOEj To m0rx tr DIEU 1NI1R6(P+L) woo—IX M m0Q' m CMYJTnC W BLoO( m C.I= ro mob[ ro C.A.Im m mPGC GF MFY 6• 6' _ _ _ _ _ _ I(TOP) 6" 6' _ _ _ _ _ _ J(/OP) 6• 6" - - - - - - I(BOTTOM) 6' 6• (BOnoM) 6• 6• _ _ _ - 2(TOP) J5.0,-J5.0 6' 6• _ _ _ _ _ _ 2(TOP) {35.0.-JS0 - _ - {- _ _ - 2(eonoM) > o up To - - _ - 4" - - - 2(6On011) >6'-0' OR - 7.-5. {6ox. -6a0 V05. LESS - - 6' 6' - - - - !(TOP) - - 6• 6' - - - - !(TOP) 6" 6' - - - - - - J(BOTTOM) 6' 6' - - - - - - J(BOTTOM) 6• 6' 4(TOP) _ _ - _ _ _ 6" 6" 4(TOP1 4(BOTTOM) 6' 6' - - - - - - 4(BOTTOM) •MAXIMUM ANCHOR SPACWGS ARE VAUD FOR J 112'EDGE DISTANCE(EXCEPT FOR PANELMATE INSERTS WHERE ED.-4 IA-)FOR E.D.LESS THAN J 1/1;REDUCE ANCHOR SPACING 6Y AIUL77PLWNC SPACING SHORN ON SCHEDULE BY THE FOLLOWING FACTORS.(NOTE,A0.E.D. ANCHORS LEGEND FOR SOLID SET ANCHORS IS J7 FOR THIS OPERATION TO BE POS/BLE,REDUCED SPAGNG OBTAINED USING FACTOR SHALL NOT BE LESS rmN MINIMUM SPACING IND/GTET1 FOR EACH MAP. ANCHOR TYPE AT ANCHORS LEGEND. ANCHOR TYPE ANCHOR SPACING FACTOR TAPCON,BLUE TAP OR M4LE PANELMATE SO- ACTLKL E D. TAN"OA(BLUE W.MALE PANEIMIMTE PANELU47EINSERTS SW0-SET PANELM ATE INSERTS 4 D• E. D. EDGE DISTANCE= 4 1/2• I.00 J.00 1.o0 SOUD-SET 3.5- J• .66 - .76 2 112 .71 1L FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) 021117 TarEco,INC. CLEAR BERTHA STORM PANEL DAAWN BY.. / •. 2,00'DEEP L.C. •J�l ` 071251 7 STA fE 0 :'���+ L [ EASTERN METAL SUPPLY, INC DATE �M 17LUT TESTING A ENGINEERING COMPANY 4266 WEST ROADS ORNE -!t,Es.,_•..•.....,. G�,• au],rc.mm sa.smw.T.ww.r r..'roa.n]na WEST PALM SUCH,n.JJ407 17-088 vm-..: nut' tcom o DRAW/NG No • P.E. S;E44�I I T�R;&TE WALTER.0005719 Lk Luff".P.E. SHEET 6 OF 6 fLORIDA Cic. HI67