Loading...
126 Gleason Cv; 17-3027; ALUMINUM HURRICANE PANELSk CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION oCjAD Lull Application No: BY' Documented Construction Value: $ Job Address: I a to G I e_0.S O h 00 U e. , Historic District: Yes No Parcel ID: 0 a- aG' ©'6 2 3' 00 on 1150 Residential IN Commercial mmercial 1 Type of Work: N'ew Addition 0 - Alteration Repair Demo I_ nlChange of USeu MoveEl Description of Work: Flan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information J Name . L' t c- t"C, Phone: Lf 07 ` 3a5lL r [ 0 95 Street: Resident of property? City, State Zip: S(4 Yll`rd nct L... ;2_7:2) 1 Contractor Information Name c [1( jiY1(C h,5trl C3arrrer OdV`rbne: t Q i- Street: /7c Q. n J_ Aye— Il e— Fax: t-f Q 7 "- S.30 _ % d S S City, State Zip: LoI1C l Dnd . FL 3a_-/-so State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E- mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CODZMENCEMENT'. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC I05.3 Shall he inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code 1A U Revised: June 30, 2015 Permit Application La 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. J r-- 7 Signature of Owner/Agent Date signat Contractor/Agent bate 1. h n s Demos Print Own / gcnt's Name P1 I JJA Signatu of No a of orida Date opv?t,%, 1COR1 ANN CUPO t * A(( COMMISSION # GG 087091 e1 c EXPIRES: March V, 2021 lEor i Q" 8atded Thm Budget Notary Services Owner/Agent is Y Personally Known to Me or Produced ID Type of ID Print ntractor/Agent's Name n Stgnature of Notary rate of Florida Date CORI ANN CUPO My COMMISSION # GG 087091 y` EXPIRES: March 27, 2021 i,, o Untied Th, I Notary Services Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: - Total. Sq Ft of Bldg: I Min. Occupancy load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: to- 19 -17 13TILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:5e tp'3L-c1 COMMENTS: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Bip# ( - Address: 1 C PJ 15-UILIDING 1PERMIT Min Max -. Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRI CAT.. F.E'RMIT Min Maxx fans ection JlDescri tionn Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 3 MRIMS. { Min Max Ins ectionn ][Descru 11onn Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final l .I \-Inspection Description Mechanical. 1 Mechanical Final vp KS1Y, 3',i 1 U+-.`7_nT!. t 1 .,e,--.TPy1" iI' F.,l iC £s lY C.•` t v=7'\.,1 lsS Urr ! Sn a.:rlr'`"7a'a,rsi?!c%i 7.akr"rJ'.crq.3.S.s'fii.J 3 u,3Y"t1y.. G s i;:' IIIInspectionDiscIdonGasUnderground REVISED: June 2014 t taste saint lulls saint milli tail nut lung T143 INSTRUMENT PREPARED BY: GRANT1'lALO'i; SEh1Il OLE COUNTYName: Cori CCAddress- " 7WOOdAvenult CLERKOF CIRCUIT COURT & COMPTROLLER 9 CLERK' S t 2017089576 RECRD; 002.24-30 F11NOCE OF COMMENCEMENTRECORDINGFEES $1-.ii0RECORDED BY ndevore State of Florida County of Seminole Permit Number. Parcel ID Number: 02-20-30-523-0000-1150 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter p71 3, Florida Statutes, the following information is provided in this Notice of Commencement. LOt lI ll OFd W ER j F O op&L r,2 rty and street address if available) Gleason125 Cove, art Or , tw4bns6 l aluminum riumcane Panels OWNERINFORMATIONt Name Oliver C Peters Address: 126 Gleason Cove, Sanford, FL 32773 Fee simple Title Holder (if other than owner) Name: Address. n/a CONTRACTOR: Name: Charles T. Donaldson/ Sun Barrier Products, Inc. Address: 159 Baywood Avenue, Longwood, FL 32750 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(1)(b), Florida Statutes. Name: n/a Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNINS j0 OVER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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 POSTED 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. _ Under penalties pe of perjury, I declarethat i have read the foregoing and that the facts stated in it are true to the best *Rly knowledg n elief. Oliver C Peters Owwnees Signature Owners Printed Name Florida Statute 713.h 3( 1 Xg): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of ;1 10 &'I The foregoing int by t OR who has prod COPY GRANT MALOY ihf WCUIT COURT BaWOq LL ER TNi Ri: 1RlDA ' •" County of ,!) a w of e tnt was acknowledged before me thlap.2 day of Ay l j. - , nji f%>i-C t25 Who is personally known to me-W person making statement Identification type of identification produced: CORI AWN CUPO My COMA 0%I t1 GG 08 M M' 8 EXPIRES:Mzdl27,2021 6, 4u'l Notary S10 20 1l LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 8/1/17 I hereby name and appoint: Cynthia Donaldson an agent of: Sun Barrier Products Inc. Name of C to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): q All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address) Expiration. Date For This Limited Power Of Attorney: License Holder Name: Charles T. Donaldson State License Numbe Signature of License STATE OF FLORIDA - COUNTY OF Pi ` x/ The foregoing instrument was acknowledged before me this" day of A) 1, , 20n, by dscotu who is personally known to me/ or who has produced as identification and who did/did not take an o V( IWWA (LM Signa ure / buo I Print or Type Name Notary Seal) Notary Public — State of CORIANNcuPo M`f COAlA tQ," p GG 8W Commission Number EXPIRES: M&Ch 77,2021 oF' FO' Bonded 1Mi Budpet Notary S&*W My Commission Expires: 8/16/2017 parceldetail.scpatl.org/FootprintPage.aspx?PID= 02203052300001150&BLDGN0=1 &PAGENO=1 LPareol: 02-20*30.523.0000-1150 aulldinp No.; 1 Page No; 1. IEWED FOR CODE COMPLIANCE plir PLANS` EXAMINER IJ-(1 DATE SANFORD BOIL-D NG-DIVISII ERMIT ISSUED SHALL BE CONSTRUED T NSE TO PROCEED WITH THE WORK AND THORITY TO VIOLATE, CANCEL, ALTER C E ANY OF THE PROVISIONS OF THE TEC ES, NOR SHALL ISSUANCE OF A PERMIT THE BUILDING OFFICIAL FROM THEREAF OUIRING A CORRECTION OF ERRORS IN ONSTRUCTION OR VIOLATIONS OF THIS 9kwoh q Apq-$kcloh g101LD SANF=0jc,,0 A RTiv1 17-3027 KEC OM COPY 3 Fm J 53Xc l a- 3SY&y L4 X s 6-D S Co 3 U-) (nC(6 uL) L) 36 it hejr c(rcic a( Gleason Cove- osp0PIQ=022.f)306230Q0(13,f31.tGN09 B PArFNOY1 Product Approval Specification Form Permit # Project Location Address I a 6 O leaSa n CO V f , As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5, More information about Statewide Product Approval can be obtained at www.floridabuilding.om. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doom Swinging Sliding Sectional I_ Roll UP Automatic other.. 2. Windows Single Hung Horizontal Slider Casement...... Double Hung Fixed Awning Pass Throu h Projected Mullions Wind Breaker Dual Action L Other June 2014 Category/Subcategory Manufacturer Product Description(including Florida Approval# decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other fern Merl 050 mi'n ?. S 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other B. New Exterior Envelope Products Applicant's Sign Applicant's Name Please Print) June 2014 Comments Archived is Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley 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 a Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit, Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L. Bernardo, P.E. i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code F 11 68 R3 Q01 225inoanelsCl.ocif Stpndar4 Year ASTM E330 2002 SSTD 12-99 1999 https:Hfloridabuilding.org/pr/pr_app_dtl•aspx?param=wGEVXQwtDq,sxYleb4opOpf7EcLXlecJxGyGiZlxngjSg5RS%2fjjouMrA%3d%3d 1/3 8l16/2017 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r— € 04/23/2015 04/28/2015 05/06/2015 06/22/2015, FL # Model, Number or Name Description 11968.1 0,040" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks to Panel (2.25" Deep)- Non-HVHZ - provide hurricane protection. Drawing Number 15-042 Limits of Use Installation Instructions Approved for use In HVHZ: No F1119§ Rt If EASTERN METAL $UPPLY INC DRWQ,15- Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 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, 8A, bL11968 R3 AE EASTERN M TA i,IPPLY 9 and 11. See sheet 10 of Installation drawing number 08-145 INC. P.E.R. DRWG.15-042.odf for other spans and pressures. Created by Independent Third Party: Yes 11968.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks to Panel (2,25" Deep), Non-HVHZ, - provide hurricane protection. Drawing Number 15-044 Limits of Use Installation Instructions Approved for use in HVHZ: No Fitt 9G8 Ry II EAST N METALS IPl PLY 1NQ DRWG.15 Approved for use outside HVHZ; Yes• Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A i Created by Independent Third Party: Yes Other: Large Missile, Max. span is 12'-1" for +30, -30 p.s.f. Evaluation Reports and 8'-2" for +75, -80 p,s.f. for mountings without "h" header. FL11968 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. 15- 044,DdfSeesheet5ofinstallationdrawingforotherspansand pressures, Created by Independent Third Party: Yes 11968.3 24 Gage Galvanized Bertha Steel Storm Panel (2.25" Deep)- Non- HVHZ - Drawing Number 15-043 corrugated galvanized steel storm panels retained or not by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R3 II EASTERN ME'L, LD,L,SUPPLY INC DRWG% 15" 0 .3-pdfApprovedforuseoutsideHVHZ; Yes Impact Resistant: Yes i Verified By: American Test Lab of South Florida Inc. i Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max, span is 9'-8" for +30, -40 p.s.f. Evaluation Reports and 7'-2" for +70, -80 p.s.f. for panels mounted without "H" F1,1395Q RR3 AF EA5JFRIYMETAl_ SIIQPLY INC P.E.R. DRWS' lkmajw header. See sheet 4 of installation drawing number 08.142 for other spans and pressures. Created by Independent Third Party; Yes 11968. 4 Clear Bertha Storm Panels (2 1/4") - E corrugated polycarbonate storm panels retained or not by Drawing Number 15-046 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ; No FL11968 R3 II EASTERN METAL SUPPLY INC, DRWG 15- 046. adf ApprovedforuseoutsideHVHZ; Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:. N/A Created by Independent Third Party; Yes Other; Large Missile. Max/ span is 10'-W for +28, -28 p.s.f. Evaluation Reports A, S.D, and W-0" for +105, -110 p.s.f. A.S,D desgin load. See FL11968 R3 AE EASTERN METAL SUPPLY sheet 3 of installation drawings for other spans and pressures j,N', P.E,R. DRWG.15-046.Ddf Created by Independent Third Party: Yes ziai: i[ E4#t Contact Us. 20. 1 Blair 5ronR Roac9 Tallahassee FL 32399 yPhone 550-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-201,j Stat,_, afnf Fi_ rt ida.:: Privacy„$tatement :: Acc sVbility Statemont :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. 'Pursuant to Section 455, 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provida 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.$., please dick h§M. Product Approval Accepts: t4. O N .. https:// florid abuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opQDf7EcLXI ecJxGyGiZlxngjSg5RS%2fjouMrA%3d%3d 2/3 G£NE'RAL- NOT£ 1. STIRU PANEL SHOWN DN R*S PRODUCT EVILLAWN DOCUMENT (P.EDj HAS BEEN VERR7ED FOR :fX)A VAVCE IN ACCORDANCE KITH }HE' 2014 (5M £RTfON) OF THE FLOPO4 94 R WOE THIS ST1MM PANEL SIW ME BE INSTALLED AT MCH VELOCITY KNOCANE.ZONES (MNAW-LMDE / BROLWRD COLT ). DESIGN WIND LOADS SIAtL BE DETMWAM.AS .PER SECTION 1609 Of THE ABOVE.M6N7MM COLIC FOR A'rW7d7 SPEED AS REOMW BY THE Ames xpw iVmw r.IES£-SHUTTERS WILL -BE tusTALLETI AND FOR A V#MCA!OAWRY FA M Kd-0.65. USM ASCE 7-TO FOR 04STAUATXiWS UNDER 2014 FBA' AND SKILL NOT F llM THE MAXIMUM (A") DE ON PRESSURE PAYINGS )NDArATED ON .5-YF.gTs 5 7HRU 9. IN ORDER TO VERFY THE ABOVE CONU DO4 ULTIAHTE D£SION WAND LDAGS .DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.O. LT£SiGN r47AV :LARDS BY.MLR.7TPLY1NU THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX (A.SO) DESIGN-PRE.S`YIR£ R471NM INDrATED ON SHEETS 5 7HRU 9. W ORDER TO 1MF'Y THAT COMPONEVIS AND ANCHORS ON CMS P.E.D.:AS TESTED WERE NOT OVER SME'S'.nER A M% INCREASE LM ALLOWABLE STRESS FOR K V0.LOADS W45 AM USED W fiEIR:AM4LY5YS A MRATION FACTOR CD-1.60 WAS USED FOR VER1FR ARON OF FASTENERS .N4 .WOOD. STORM PANEL :s ADEQUACY FOR AIPACT Aw FATIGUE RrsmANCE ms .BEEN VfwAED IN ACCORDANCE' W771 SECTION t6O9 12 OF T`4F ABOVE .MENTIONED CODE AS PER AR REPORTS f 012LOI-08R,, It 0329.01-00, f 0525.DI-00 AN3:fb512,01-03 AND 01517.02-04,. AS PER SSM 12-99 STAND§ROL AND.j01221.01--Ot :PER TAS POI, 202 A 2t7.7 7.. ALL ALUMINUM SHEET METAL PANELS STALL h4VE S052-H32 OR 3004-H34 ALLOY.. 3. ALL A1,011MIM EXIR/:St S S7UD17E0 63 ALIIASNUM A 710N '&.763-T6 ALLOY R 7£MPF.R UNLf5S OTNEL7il1SE NO7EA. STORM F.SIk'L .COMPCWEN75.FY.AIE ANOSKW CAP ARE PATENT PENDING. 4. A14 .<X:REK6 TO BE STAVLE55 STEEL 54W OR 3:.i6 ArV SLR&S OR CORP.dSiW RESA7ANT CO47ED CARaw STEEP. AS PER DIN 500. 16 W/ 50 ksi YELD 57REACM AND 90 k. TEN SH--57RENGTH &SHALL COIN -KY W/ F10Ra4 BUILDNC CODE 5ECT1YN1 2411- 3.34. 5. BOLTS TO BE ASW A-307 C4Ll:W ZO SIM O7 VS' 304 .SERIES SrAW ES.: STEEL, W77H M kaT AOIAL'MLW MP STRENC,'7H 6. ANCr74RS .TO WALL .5I4A4 SE AS.FOILONS: (UNLESS OTHEi:SP.-C NOTED) A) TO IXt57Wy POURED CONCRETE 1/ 4' 1 TAPCON ANCHORS AS MWt#A:RYR£D BY I.T:W BUIDEY 7/ 4' 4 tY TAP-WP AhT HWS (BLRINA STUD-CON1, ;AS MANUFACTURED 9Y MU-rASI-CQN,-u AT W. 1/ 4- 0 2AMAC MW-W ANCHORS AS k"XLFACNREO BY POWER fASTENERS INC. 7/ 4' O x 7/5' CALX--N ANCHORS OR ELCO ,.I. d• r-Is PANEL U47E- AS MWLAAC7X7AED BY POWER FASIMRS, h'X AND P-CO.O0hSTRUC7FON PROOLCIS, RESPECTARY. 1/ 4' A x 3/4' ALL POINTS SOLID -SET ANCHORS AS DS7RW7ED BY ALL PWMIS SCREW, BOLT NE SFl:C4IL7Y COMPANY. AAOTES. A, T) WMW M E.(BEDMEHT INPJ PM#XD CONCRETE OF TiW CON AVCht R5 IS 7 3/4- FOR ZAMAC FLUUN ANC14oaS IS 1 3/8'- fDR ELCO PAN'ELM47EAVC14ORS 6 -1 3/4' ANO FOP CF TAP-GRIP.N atOR5IS 7 f/4" AR,) 7/8' CALK --IN ANCHORS .SHALL 8£ EMEREL.Y Ei bfVDED INTO THE PDURt7J. CONCRETE NO E mmmENT 1P4T0 STUCCO SFWLL OF PEFWT77D. 1/4:e-20 SCREWS.USEO SHALL BE .1 1/2' LONG MINWUM-SHOULD S71ICL'O L Z AND 7' WOMUM FOR WALLS WITH NO STLAA'a0. A. 3) MAWLM EAXETNIENT OF 11410 x 3/4' ALL.PO1,MN5 SOLUS-SET ANCHORS % Aa G 7/6' INTO THE POURED CONCRETE. NO LT09MFNT.INTO STUCCO "LL BE PERAIT'7W '1/4' 0-20 5.5. MACHINE SCREW 05ED SH411 BE 1 1/2- LONG WN/ A(UU SHOULD STUCCO 0057, .AND I' MNIMUM FUR WALLS KITH NO STucca A4) II CASE 1.447" PRECASr SIDW, PRECAST CONCRETE PANELS, OR PAVERS BE .FOUND ON THE DUST!NG HALL OR FLOOR, ANCHORS SKILL BE LONG ENOUGH TO REACW THE AWN STRUCTURE BEI&0 SUCH PANELS, AAICP ,F SHALL BE AS NOTATED ON NOTES A1) .4 A-?) ABOVE B) TO 075DIG CONCRETE &:OCK WAN: 1/ 4' 4 TAPCON.ANCHORS AS MANWAL.TUREO BY I.T.W. BIALDEX. 1/ 4' A CF TAP-GRP ANCHORS (arfi" STUD -CON), AS U4NUFACRIRE:D BY IRU-FAST CORPOR4wwN.. 1/ 4- 4 IAMAC NAM ANCHORS AS MAMIFACRARED BY POWER FASTENERS. INC. 1/ 4" O x 7/8',CALK-W ANCHORS OR EEOO .male & f-1. "PANELW7E' AS MANUFACTURED BY POWER FASTENERS, WC. AND :f3.LO CON57RumaN PRODUCTS, RESPECTTWE'L.Y. 1/ 4' O x 314' ALL. POINTS 51;9119-SET ANCHORS AS IXS77UBLOED BY ALL.-F'OIN15 .:SCREW, EOL:r & 'SF'ECALTY 1/ 4' 0 RED HEAD OYNA80GT SLEEVE ANCHORS AS UWUFACnMW BY "LT.W. 8U&OE)( NOTES: a1) MOWMUL EMBEDMENT OF TAPCON, aCV PANEYMAIE AND LP ZAP -GRIP ANCHORS INTO CONCRETE BLOCK UNIT " LL BE Y I/4 7 3/8- FOR ZAMAC NA81N ANCHORS.AND 7 T/8' FOR RED HEAD OW40OLT SLEEVE ANCHORS 92) 7/8' CALK-O4 ANCHORS SHM.L BE 'EwmLy £MADDED PiTd THE caW- ETE BLOCK UNIT. NO EMBEDMENT NN70 STUCCO SHALL BE PERMUTED. 1/1%-20 SCREWS USED SHALL BE i 1/2' LONG MINIMUM SHOULD 57UCCO DaSr,, AND 1' MINMUM FOR WALLS WIN NO 57L CM 8. 3) MWWULF EMBEDMENT OF 1/4-0 x 3/4' ALL POW7S SOLID --SET A CHORS StWL BE 7/8" WM DE COIICRE7E BLOCK, NO EUSSOMENT INTO STUCQ? SHALL BE PEI&V TER. 1/4' O-2D SS. 14ACWNE .SCREW USED S14W1 BE 11/2".LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINWUM :FOR WLLS W7H NO SnAmo. B. 4) IN CASE 76 AT PRECAST STONE OR PRECAST CONCRET' PANELS BE FOUND ON THE E.VSTWG .WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN .STRUCTURE 41EHH8A7 SLCH P400S. ANCiHORA6E SHALL BE AS WDICA7ED ON NOTES 1N 8. 1) AND 62) ABOVE C) ANCHORS SHLLLL BE INSTALLED FOLLOWWG ALL OF THE.R£COMME?%U4ROM5 AND SPELIM07ONS OF THE.ANCHORS MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTAL.Y FOLLOWING MrA1 417ON .DETAILS SHOWN ON SECTIONS I THOU 6 (SHEET 3 t 4 OF 9) EXCEPT THAT HEADERS 3, 4 8 5 -SMUL NOT SE USED. 8. IT SHALL BE THE RESPONSRJILR7' OF THE CONTRAC7UR TO VERIFY P1 SOUNDNESS OF THE STRUCTURE 'WHERE SHUTTER IS TO BE ATIACHED. TO INSURE PROPER A%VVR4(,D_1TMS SMJ,7V? S/4YL OA Y.BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS 9. THE INSTAUATX)H CONTRACTOR IS TO SEAL/CAULK ALL SHUf7ER COMPONENT EDGES WHICH REb IN COWINUCW.S CONTACT 1WM THE BUILDING TO PREVENT W7A0/F64IN INTRV_'WN CAULK AND 5FAL Sf MA,-XS Aft AhU M1 R L_ LEAWN 10- ( o) THIS P.ED. PREPARED BY 7HLS EENGNMEER IS-CEN'E7WAND DOES NOT PR%W INFORAW90M FOR A SCR SPE(3NC PROTECT; Le - WHERE TItE SITE CONDTTRWS D£V4ATE FROM THE PXa I+) CONTRACTOR TO BE Y.ESPCJNMEE FOR THE .SELECTION, Pl7hCh4SE AND MSTALLATION iXLLXIWG LIFE 54Fg7Y OF 7HL5 PRODUCT, EASED ON THIS PIED. PROVIDED NFI-SHEDOES NOT lI"TE FROM THE CONDITTONS DETNL.EO ON THIS DOCUMENT. CONSIRUCTTON SAFETY AT SITE 7S THE CWT2iC S RESPONSISXfrr MS P.£D. WWU BE CON521ERW hWALID F ALTERED BY ANY MEANS. d) SIDE SPECYFIC PRUIECIS SHALL BE PREPARED BY A FLORM4 REUSTERED LNCNEER OR ARCHITECT WHICH WILL BECOME THE ENaNEER OF RECORD (r O.R.) FOR THE PROTECT AND WHO WXL SE.-RESPONSUE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A CELM47FD ENGINEER 70 THE- P.ED. ENGINEER. SIWL SUBMIT TO THIS LATTER THE 517E SPECNY' DRAW INOS FOR REVIEW. e) THIS P.E.D. SIWL BEAR THE a4TE' AND ORIGINAL- 5M AND SKa7ltTURE OF THE PROFES ENGNFFR OF RFDORD THAT PREPARED IT 11. SHUTTER AWJUFACTL4RRS LABEL SHALL 8£ LOCATED ON A RS4DLY-0LOC47TON AT STORW PANEL AM ACCORDANCE W77H SECTION 1710. 83 OF FLORIDA BALMAIG LODE. ONE EAAEi SHALL BE PLACED FOR EVERY OFFING. LABELING TO COMPLY WITH :SECTION 1710.LL2 OF 77HE :fLa?W RMDNs"G CODE. THIS DRAWING SWILL O1A1LY BEUSED TO OBTNN PEWITS AN THE STATE OF FLORIDA CODE (Non Hi4h Velocity Hurricane maw ovm &CPO 845' (Tom 'wa" Bllrnw KVVW (urarmr MM)--1 1,500, 1:300-. a500' 0 f-z,25-4 15119•ovm Wv*o —9. 179- (TOTAL WAVPQ nrmr %Vw) ---------------- (fFFEtfNE MOTH)--j fsw" I-va, 4 6,!Y* %)u FrArim"n I arxivvivim Two. /;;7aax..T I A&M WIN 3) 5,?2yv ax AT TCF LW e-) AT 050' cR xw' DETAIL 1: --w wl ar cAsT zwc AXWEL RATM WW AW MR,1M14-.A"I- " aw I & STUDDED.PLATE SMW UPCONS h' HEADER M- LE Mow DDT MWW7 — w - ,- 5" Max. "Ir BUILD OUT k; W - f, 70 5149' A F' DUCK 'F' TRACK w-" — wr - " f90' . I Al 00 REVERSED 'F' ANGLE CK T F' TRACK ANGLE @) 2' x 5' (Max) x .125' ANGLE ATY HOLE AT PANEL 41KEY HOLE W4RaR 47 1ROUNDHOLE AT PANEL 2A4 (OPTION TO12) FLORIDA BUILDING k4l' TO An 0 SPACFW SEMOML SEE 7L -- 2.OW" STUDDED ANGLE TAP TRACK SLR- COMPONENTS, SHFEr IA OF 8) Ell CONCRETE ANCHORS (SEE SCHEDULE) 1 Max. 1 Min. L— BOTTOM TRACK STORM PANEL TYPICAL ELEVATION SEE COMPONEMS, SHEET IA) SCALE: 1/8" = 1' 1/4" Mox. GAP 114' Max. GAP FLORIDA BUILDING CODE (Nan High Velaci Hurricane Zone) 4 .' + ozors 7XT= M 0.050' BERTHA ALUMINUM STORM PANEL F.Ri. 2.25' DEEP) awm s+; SECTION A —A No. 44167 ': r I L E C O fa,. EASTERN METAL SUPPLY, INC 4M OM ROAM WfW 43124/17 a,-. SCALE n f P .'iL pf{u J`', t'I•r 7Es7iNG s £NGINEL7iNG coNPAM Baas n...W, as m wnr. srmvs ri s..a Jow+': (•oy9+- /b9 p6Q0' T-r3)f M-YT PALM 6EACIa. a, ,04a7 PNawE: (xryos-e2e; rAz: fser 4a-r7re ufo/aw a.¢ t+: .r Y4 15-044 DROVIC Noytn IALM? A RJA .b. RL a0 rr.+n a smmifJr { . V, I'r \ na%n4 fic. 44/67 2 Cr 14 N!lfitti4i t y* I -------- CONCRETE- ANCHORS (SEE SCHEDULE)--- I NaY yiAfQX. 0 0 0 0 0 0 r,-r.--r-*-----r---- r-r-----r-r----r-rr---r-r-,-T---r-r-'-'--T-r-r-r----r-r---r-r-r, 1 ! 1 t 1 I 1 1 1 j I z 7TP j y Ii i i 2 W i