Loading...
HomeMy WebLinkAboutBLDG PERMIT #9243 (Commercial bldg.) City of Cape Canaveral, Florida 6:nat q/r,45 i BUILDING NEW CONSTRUCTION �g243 PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 4_PERMIT.INFORMATION LOCATION INFORMATION- Permit Number: 9243 Address: 8801 ASTRONAUT BLVD Permit Type: BUILDING NEW - $2 K PLUS CAPE CANAVERAL, FL Class of Work: 327-Stores & Customer Services Township: 24 Range: 37 Book: Proposed Use: MERCANTILE Lot(s): Block: Section: 15 Square Feet: 16,800 Subdivision: BEACH WAVE Est. Value: 2,000,000.00 Parcel Number: 24 371500 817 Improv. Cost: 2,000,000.00 OWNER INFORMATION Date Issued: 10/31/2012 Name: XTREME FUN, LLC Total Fees: 11,622.26 Address: 185 COCOA BEACH CSWY Amount Paid: COCOA BEACH, FL 32931 Date Paid: Phone: 321 783-1848 Work Desc: CONSTRUCT COMMERCIAURETAIL BUILDING PER SUBMITTED PLANS DOUG WILSON ENTERPRISES, INC (321)783-090: BUILDING OVER 2K 6,665.00 ACCENT ELECTRIC, INC. (321)632-6067lirsif, PLAN REVIEW OVER 2K 3,332.50 CERTIFIED PLUMBING AIR & HEA (321)676-0812 FIRE PLAN REVIEW 416.25 CERTIFIED PLUMBING AIR & HEA (321)676-0812 CONCURRENCY 100.00 BUILDING PERMIT SURCHARGE 338.51 PLUMBING - PER BATH FEE 120.00 ELECTRICAL NEW 300.00 MECHANICAL - NEW 350.00 I Ins ` wired ill n erground Plumbing Drywall-Firewall Form Board Survey Fire Taping Slab Pre-power Footing Sewer Tap 1st Lintel UNDERGROUND STORM SYSTEM Framing/Pre-Lath Final Insulation A MOTE: ADDITIONAL INSPECTIONS MAY B '' • ED. APPLICATION ACCEPTED BY: 3-(-• PLANS CHECKED BY: A APPROVED BY: �jr NOTICE:THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUT "•-IZED IS NOT COMMS ED WITHIN 6 MONTHS,OR IF CONSTRUCTION OR WORK IS SUSPENDED,OR ABANDONED FOR A PERIOD OF 6 MONTHS AT ANY TIME AFTER WORK IS STARTED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS DOCUMENT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 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 ANY ATTORNEY BEFORE RECORDING YOU NOTIC.E-OF-COMMENCEMENT. 11/01/E,_r 15:J4 1___ + Total 11,622.26 -- Cash Amount $0.00 Chance 6.66 / / CK #2•• mount $11,622.26 ALA,„44iiiimo e / , /0 ' /3/ iZ ISSUED BY/DATE A •RIZED SIGNATURE/DATEr, t • RINTEDN• E: I1r.-4k7 ,�• S �n kec,J .C5 — SP s ) Date: R E C E I V E D CITY OF CAPE CANAVERAL Tracking# /2 - 0 3(If/ OCT 31 2012 BUILDING PERMIT APPLICATION Permit# 9 2 4 3 Qrt9.A.te( Qp (.c&-raL-, (14-&- 3fik/LR C114n5t aper-•ry,4 e-to I- (321)868-1222 City of Cape Canaveral Building Department -7510 N.Atlantic Ave.-Cape Canaveral,FL 32920 You may download this application: www;cityofcapecanaveral.org. You may fax to: (321)868-1247. All applications must include the backside of this form. Important: Please complete the checklist on the back of this form and provide other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. c APPLICANT. WILL BE CALLED WHEN PERMIT I S READY o (Contractor/Owner-Builder is required to sign for the building permit,unlessy dicated otherwise by affidavit. I.D.may be required) 0 8801 Astronaut Blvd.- - -. c Address ofJoli Site: __-- —.--__-- --- --_-.-_— Zonin elassrfication Flood:2one: :Zoning: classification:Legal description of property: TWN: RNG: SEC: SURD BLK: LOT: PB: PG: p Property Owner Name: Qshri Gal - EXT EME FIIN LLC. Phone: 321-783-1848 r Address: 185 West Cocoa Beach Causeway Cocoa Beach, Fl. 32931 ago Fee Simple Titleholder's Name(if other than owner): - Address: 91 Bonding Company: N/A Address: Mortgage Lender: N/A Address: 9 ul q Type of Permit Brief description of work: New Building Construction t` f Building en l Electrical 4 N Plumbing Os Mechanical A Other H - Type of Square Const. Occu- PPL lines City Sewer #of #of #of #of• #of JBuilding Feet{ Type pancy currently available Concrete/ stories dwel-: bed- water Valuation of work under (IA, Classilica available to to serve t; (please Asphalt ling rooms closets (Copy of Contract Acquired) roof VB, -tion serve this this py indicate as Parking units applicable) etc) (B,R1,R3 Property? property? Spaces etc.) Yes/No Yes/No X Commercial 16,800 III-B M Yes Yes 100 1 X X 7 s 2,000,000.00 SFR - s Townhouse s Apartment s Condominium s Other Architect/Engineer Name: Dave Menzel Name of Company: MAI Architects, Engineers, Inc. Address: 2200 Front Street, #300 Melbourne, Florida 32901 . State License No.:Aa0002419 Eb0006274 Phone(office):.321-757-3034 Phone(cell/pager.): Fax:321-757-308B Primary Contractor Name: Douglas C. Wilson Name of Company: Doug Wilson enterprises, inc. Address: 6121 N. Atlantic Avenue, Suite 102 Contact:Tim Saunders State License No.: CGC 1505674 Phone(office): 321-783-0903 Phone(cell/pager.): 321-403-2461 Fax:-32-1-753-/941 Electrical Contractor Name: Mark Leib Name of Company: Acent Electric Address: 1045 N. Range Road Cocoa, Florida 32926 State License No.:EC0000874 Phone(office):321-632-6067 Phone(cell/pager.): Fax:321-633-7397 Plumbing Contractor Name: Dan Imepez Name of Company: Certified Plumbing Air &Heat Address: 1401 Pennykamp St. NE Palm Bay, FL. 32907 — State License No.:CF('Q42995 Phone(office): 321-676-081 'hone(cell/pager.): Fax321-722-2463 Mechanical Contractor Name: 1 Name of Company CertllfeC1J lumbing Air& (-tear--- -------- - Address: 1401 Pennykamp Street, NE Palm bay, Florida 32907 — State License No.: RM0045979 Phone(office):321-676-0812 —Phone.(cell/pager.): Fax:321-722-2463 Specialty/Other Contractor Name: John Coleman Name of Company: Coleman Fire Protection Address: 3060 Gavel Street West Melbourne, Florida 32904 State License No.: 11 BC01109 Phone(office):321-508-2767 Phone(cell/pager.): Fax: 321-733-1297 '3. tai:):.Etci-;I t'in.:%faablirs Penoit,1n;i iciiinn Rt,, i•.1.,_ I[). '';;i' • ' Y ,I Building Permit Application Checklist Notes Completed Permit Application Current code edition:FL Bldg.Code 2010(as revised) Current survey showing all proposed construction and landscaping Check with Bldg.Dept.for setbacks Notarized signature—Owner/Builder Affidavit If owner is acting as contractor Sewer Impact Fee receipt May be deferred until C.O.Unless job is remodeling County Impact Fee receipt May be deferred until C.O. Capital Expansion Impact Fee receipt Maybe deferred until C.O. Sidewalk Impact Fee receipt If sidewalk exists on lot Recorded Warranty Deed/Proof of Ownership Copy of Recorded Notice of Commencement(over$2,500) Over$7,500 for Mechanical change out Current Cert.Of Liability Ins./Worker's Comp—Policy/-Exemption Record will be kept on file after initial submittal Community Appearance Board Approval For all work visible from Public Right-Of-Way Planning and Zoning Board Site Plan Approval For all new construction of four units or more Concurrency Forms For all new construction not part of approved site plan Primary Contractor's State License Record will be kept on file after initial submittal Subcontractor's Authorizations: Record will be kept on file after initial submittal State License Notify Building Department of contractor changes Plumbing Contractor Plumbing Contractor Electrical Contractor Electrical Contractor Mechanical Contractor Mechanical Contractor Roofing Contractor Roofing Contractor Swimming Pool Contractor Swimming Pool Contractor Gas Contractor Gas Contractor Specialty/Other Contractor Specialty/Other Contractor Construction Drawings: Per F.B.C. 104 Three sets of sealed construction drawings - Per F.B.C.104 Truss layout and reaction summary Cut sheets and shop drawings will be needed at time of insp. Electrical Load Calculations Plans must indicate person responsible for calculations Electrical Riser All new service must be located underground Plumbing Riser Plans must indicate person responsible for design A/C layout Plans must indicate person responsible for design Two sets of Energy Calculations Plans must indicate person responsible for calculations Lot Drainage Survey Four sets of Fire Suppression/Sprinlder/Alarm specifications Requires Fire Dept.approval prior to issuance of permit Pool Barrier Requirement Form(signed) Pool permits will not be issued without barrier 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 the standards of all laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida Building Code 2010 Edition. I understand that all permits require inspections as indicated and that it is the responsibility of the permit holder to notify the building department when ready for inspection(s). This permit application is valid for six months from date of submission. By signing, applicant affirms that all above is true and correct and that he/she is an authorized agent of the Contractor/Owner and has the authority to apply for this permit. *ALL OTHER APPLICABLE STATE OR FEDERAL PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT* • Applicant's Name: DOUGLAS C. WILSON Applicant's Signature , ,, C. Lt IJ �.. Date: OCTOBER 30,2012 Site Address: 8801 ASTRONAUT BO7L � EVARD CAPE CANAVERAL For Notary use only: State of Florida,County of Brevard Sworn and subscribed before me this 30TH day of OCTOBER ,2012 ,by Douglas C. Wilson Printed name of Applicant who produced identification: PERSONALLY KNOWN or x is personally known to me. I Seal: = ' '- OOLORE RENEE SIMONDS S COMMISSION*EE 163291 '1: Al y,i a, crMY ,���:i EXPIRES:Match 27,2016 �� Signature- `o.iy •'u.lie Al Large ' Bonded Thru Notary Pudic Undetwrtters G Cildu.Dent.Fnrnn flu This fonn may be duplicated. ( Address: ? A444-a.4,-/ 46r BUILDING PERMIT FEES: Building Permit per square footage. - ; 9,2 4 3 Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): Building Permit based on valuation:.. .. P.4?.p °CP.°v lnc,•"fiPiS00.• `J Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): 0 Building Permit miscellaneous. • Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): Electrical .. #(....0..n(5ftgoo•‘4) Plumbing x Zo* Mechanical SSD. w X'l3� Building Permit Plan Check Fee 3 3 32 Fire Dept. Plan Check Fee G? -Z� t, Radon Trust Fund: sq. footage 338. S I -� Concurrency Management Fee 410 • Capital Expansion Fee Total Building Permit Fees• 4 1I(o2 A.2_c, SEWER PERMIT FEES: • Sewer Impact Fee Sewer Tap Fee 0 Total Sewer Permit Fees By: Date: lb 3/ /z-Or CITY OF CAPE CANAVERAL AUTHORIZATION FORM CAN 4,12. CityofCape Canaveral Buil dwg Department 7510 N.Atlantic Ave. Cape Canaveral,FL 32920 (321) 868-1222 (You may download this authorization: WWW.mvflorida.com/cape. You may fax to: (321) 868-1247. Date:__ U'I, -So zo i _ —--— - Permit-#:-_ CONTRACTORS AND SUBCONTRACTORS -PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION. Company Name: l Jo09) t,3t I Sn n k I, /no r C.. .0 .11 Sc,,. , hereby authorize F *k � , S G vx (State License Holder's Name—PLEASE PRINT) (Authorized P�n—PLEASE PRINT) to obtain a permit on my behalf under my state license(s) as issued by the Department of Business and Professional Regulation, Construction Industry Licensing Board L( t,i S Qs(IH , (State License Number(s)} for the job site described below. An authorization will be required for each permit Type of Permit ]fie-1 .T>t Ct-i \1'It v�S, i,,l( .� Osl.r, (AL Building Name of Property Owner /� Plumbing 9;$01 A 5 i cc Aci_vt \yp , C C,. FL Electrical Address of Job Site )3Z`i Zo Mechanical Roofing e b3.9.4idyv Swimming Pool '�• Specialty Structure ignature of License Holder Other— Specify: For Notary use only: State of Florida, County of Brevard Sworn and subscribed before me this day of /1)0+6 - t ,20 TZ- ,by .lJ c.S (. \co 1Wmeof Applicant who produced identification: or jK is personally known to me. • pM ORES RENEESeal: tI6I1 rtflers G:1BIdg.DeptForms\Authorization Form This form may be duplicated • CITY OF CAPE CANAVERAL ' AUTHORIZATION FORM •gta. .',•. City of Cape CCmaVaal Building R-purtrn.ait 7i10 N.Athutic Ave Cape Ciutaven;t,Fl.32920 (321) 868-1222 (You may den%nload this authorization: ‘‘‘‘Av mvflorida.cnnu' j. You may fax to:(3)1) 368-l247. Dab:. October 31. 2012 Permit Ai 9 2 4 3 CONTRACTORS AND SUBCONTRACTORS- PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SUBMIT THIS FORM WITH TILE PERMIT APPLICATION. Company Name: Accent Electric Mark Leib — , hereby authorize _ Timothy J Saunders (Si-gc Liccnv H.Jda's N -PLEASE PRL'.'r) (A bociud Pcsux, PLEASE PRLN"r) to obtain a permit on my behalf under my state license(s) as issued by the Depan meat of Business and Professional Regulation, Construction Industry Licensing Board e 0000 8 7 Y, (.ere Gcesae Number(s)) for the job site described below An authorization will be required for each pennit Extreme Fun, LLC .•Oshri Gal Type cif Permit Building Name of Property Owner Plumbing 8801 Astronaut Blvd.,Cape Canaveral, FL 32920 x Electrical _ Address of job Site Mechanical / Roofing Swimming Pool - Specialty StructureSigna ire of License Ilolder Other-Specify: For Notary use only: State of Florida,County of Brevard Sworn and subscribed before me this 31 day of 201 Z,by Mark Leib suns or Applies-It «ho produced identification: _ or is personally known to mc. Seal: ''''''y�c DOLORES RENEE SIMMONDS • • ` - Seal: ''''' „';' MY COMMISSION#EE 16..291 EXPIRES:March 27,2016 Sim.•.'4'.isg. ' —'04- Bolded Th'u Notary Public Underwriters •CF'•�idj 1)•paccati,AuguYi7A:i:wo Ferri This:on=esy btductiicstesi 10/31/2012 09:25 Certified Plumbing (FAX) P.002/003 1013112012 08:51 Doug Wilson Ent. (FAX)321 783 7941 P.003/003 �+ �~-�1� CITY OF CAPE CANAVERAL• 1\R �` •' ' r AUTHORIZATION FORM • ",r'• ""'' C! of CapeCanaveral Building Department• '�Viti/ry�,�i4Y City ding 7310 N.Atlantic Ave. Cape Canaveral,FL 32920 (321) 868-1222 (You may download this authorization:maamagaitsornicape. You may Mx to: (321) 968-1247. Date; October 31,2012 9 2 4 3 Permit 4; CONTRACTORS AND SUBCONTRACTORS ,PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SUBMIT THIS•PORM•WI".11 THE PERMIT APPLICATION: . . . . . Company Name: Certified 'Plumbing'Air and l~eat I, •- )icJ i m,en-cr2_ ,hereby authorize Timothy J Saunders (Slate Liccnu Bolder'*Name-PLEASE PRINT) (Authorized Panna-PLEASE PRWT) to obtain a permit on my behalf under my state license(s)as issued by the Department of Business and Professional Regulation, Construction Industry Licensing Board CFC042995 {State I.iccoto Numbarta)} for the job site described below. . An authorization will be required for each permit Type OPerroil >G eme Fun, LLC OShri Qal Building Name of Property Owner X Plumbing 8801 Astronaut Blv• ap: anaveral, Fl.32920 T Elect-los! Add.ess of •b Site Mechanical Roofing Swimming Pool Specialty Structure of 'c- :e Holder Other—Specify: • For tary use only: State of Swornoand subscribed before met Florida, '"'`daty o:��: • �,�' ' 20 A by A ` 4,1 i Name of IF i qat who produced identification: or is personally known to md, • r RkRRIET L Vil1SON Seal: pt.r ' myCCMMISSI0N t DD 914461 / • �j EXPIRES:August e,2013 /� Fr 6 bonded MR:No'.ary Pv`.><e Un or.r Sign oro-Not Public At Largs ChlEirda.Dcpt.Fora s\A thorizadon Pmeo Thin form may Sc duplicated 10/31/2012 09:25 Cert i f l ed Plumbing (FAX) P.003/003 10/3112012 08:50 Doug Wilson Ent. (FAX)321 783 7941 P.002/003 Yf� p�S� CITY OF CAPE CANAVERAL AUTHORIZATION FORM City of Capc Canaveral Building Department 7510 N.AUcmde Ave. Cape Canaveral,FL 32920 (321) 868-1222 (You may download this authorization: wwvv.myfloridn,com/caoc. You may fax to:(321) 868-1247. .. • Date: October 31,2012 Permit 9 2 4 3 #: CONTRACTORS AND SUBCONTRACTORS -PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SUBMIT THIS FOI2M-WITH'THE PERMIT'APPLICATION, Company Name: Certified Plumbing'°Alr&Heat" `+► lo_ L 5 Qf V flC , hereby authorize Timothy J Saunders • (6Ulo Lieonaa Holda'e Nano. PLEASE PRINT) (Authorized Person-PLEASE PRL'VT) to obtain a permit on my behalf under my state license(s) as issued by the Department of Business and Professional Regulation, Construction Industry Licensing Board RM0045979 mate Lic ase Nulshate)) fbr the job site described below. An authorization will be required for each permit Typ e of p4rmi Extreme Fun, LLC .-Oshrl Gal Building Name ofProperty Owner Plumbing _ 8801 Astronaut - • .1 FL 32920 Electrical x Mechanical et .ress o i Job S_,= Roofing Swimming Pool Specialty Structure • igna71111 - :- ,.o • Other—Specify: For Notary use only: State of Flor!daa,Cod�yy of B yard Sworn and subscribed before me this `�/"aay offi) ,2012';by (/1,, �L� � g - who produced identification: or N6�"of �'' ` at is personally known to me. • rt;•• HARRIET L wilSON Seal: a±.` 14 MY C SES:Aug!t 6 954481 `-.+ _ ?` EXPIpES:Augg�u�A518.2033 Af Q�%nhD�J �Xj$r:t Bonded lhn!Notary pot UndofW11Ux1 �,,,•.�...�.2 Signator•-Notary Pub c Ar Large I 0:1EIdB,Dept.FmrouAAuthorizadan Porn This arm mny be dupliaatod. I Oct 31 12 10:21a Coleman Fire Protection 321-733-1297 p.1 10131(2012 ' 082r Doug Nilson Ent. (FAX)321 783 7941 P.0021002 CITY OF CAPE CANAVERAL AUTHORIZATION FORM '��;• City of Cape Canaveral But/ cling Department 7510 N.Atlantic Ave. Cape Canaveral,FI.32920 (321)868-1222 (You may download this authorization: ww v.mvflorida.comicape. You may fax to:.(321)868-1247. . Date: October 31,2012 2 9 c� Permit 4: 2 4 3 CONTRACTORS AND SUBCONTRACTORS-PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION. • • Company Name: Coleman Fire Protection I, John Coleman ,hereby authorize Timothy J Saunders (Stare Lieose Holder's Name.-PLEASE PRINT) (Authoeized Person-PLEASE PRINT) to obtain a permit on my behalf under my state license(s) as issued by the Department of Business and Professional Regulation, Construction Industry Licensing Board/9/2'4f2Db/ogO/D , {State License Number(s)) for the job site described below. • An authorization will be required for each permit Type of Permit Extreme Fun, LLC .•-Oshri Gal Building - Name of Property Owner Plumbing 8801 astronaut Blvd.,Cape Canaveral,F1. 32920 Electrical Mechanical ss of Site Roofing Swimming Pool Specialty Structure Signa r - of License . . X Other— Specify: Fire Protection For Notary use only: State of Florida, County of Brevard Sworn and subscribed before me this , I z day of ,201 a,by 70 tan Qn.I e r•.a."‘ Mme of Appliamt who produced identification_ or is personally known to me. • DOLORES RENEE SIMMONDS Seal: a MY COMMISSION#EE 163291 o EXPIRES:March 27,2016 .rte✓ (yQt` Battled Thou Notary Public Underwriters�, sign"' �• c At Large G:IBletnept.FormseWrthorizarien Farm Thin fonu maybe duplicated CANAVERAL FIRE RESCUE Serving the city of Cape Canaveral & Canaveral Port Authority Plan Review 92 43 To: Building Department Glenn B. Pereno, Plans Examiner From: John J. Cunningham, Fire Marshal Re: 8801 Astronaut Blvd. New Commercial 3rd Submittal Date: 10-30-2012 We have reviewed the changes and have no further comments. Plan review Fee: $ 416.25 Station#1: 190 Jackson Avenue • Cape Canaveral, Florida 32920 • (321) 783-4777 • Fax: (321) 783-5398 Station#2: 8970 Columbia Road •Cape Canaveral, Florida 32920 • (321) 783-4424• Fax: (321) 783-4887 www.ccvfd.org R E r.. E I V E D Date: CITY OF CAPE CANAVERAL Tracking# /2 -0-39f 1, ma 1 4 2011 BUILDING PERMIT APPLICATION Permit# -= 868-1222 City of Cape Canavera ' • I ing Departme A� 75ki t•• •ve. Cape Canaveral,FL 32920 You may download this application: www.ci o c.•,,...• ave ,.I Q.t. . pi.. 1)868-1247.All applications must include the .411.14backside of this form. Important: Please c.'splete the c, -• . ' . . s form . •. • • ide other documentation as indicated on the checklist. A copy of contract may be •.•• -•. •pplication .ackages wi •• .e accepted unless complete. APLIC (Contractor/Owner-Builder is requPi or the building permit,unless in Ica davit. I.D.may be required) Address of Job Site: ggo/ /15 7,/Z()jl)4141-- tit4 1/1'. Zoning classification: Flood Zone: Legal description of property: TWN: RNG: SEC: SUBD: BLK: LOT: PB: PG: Property Owner Name: � (74)EiVl, 1r)/,V 4Lt, Phone: Address: /Bs- 1N (jp0,04 /1441/* r/skuv C$LO k 8 E 19 n 37937 Fee Simple Titleholder's Name(if other than owner): Address: Bonding Company: A//A-• • Mortgage Lender: /17/A- Address:_ Type of Permit Brief description of work: Building //,fit 1 A 71O .5/FV L .S 7.01 Lj RitIll/2 Electrical Plumbing • Mechanical Other Type of Const. Occ- FPL lines City Sewer Will this Square Type upancy currently available structure #of #of #of #of Valuation of work '1 Building Feet (IA, Group available to to serve have built-in stories dwel- bed- water (Copy of Contract Required) (please under VB, (B,RI, serve this this gas ling rooms closets units indicate as roof etc) etc.) property? property? appliances? applicable) Yes/No Yes/No Yes/No '/Commercial/6]70 D /1).13 13 l?�S 1,{,S ND / -- -, 3D• SFR $ Townhouse $ `'C__-(006 0z, Apartment $ Condominium ,$�' � Other 16 041,2©,,z.cam / / Architect/Engineer Name: AtbOV/,Q 7- wg4 Zs L Name ofompany:1111Q] /7�Q�74__F,A . Address: •ZZOD 'a yr .57". fsLg• FL ,59b/ State License No.: Jo it3 p rj, Phone(office):0 i3 • 210 9 Phone(cell7pager.): 163.2119 Fax:7, 7 e 3 /y Primary Contractor Name: pawl) 4 J2 l-. Name of Com y: S __220C) Address: 1)..1)A)r S I: M51,'3. 32 State License No 5 Phone(office): ��3. ?to I, Phone(cell/pager.): �3• 2,3 D') Fax: D t Electrical Contractor Name: ell/)L 1,/ V PV1 Name of Company: ,/ ay :r L-4 2 t Address: i i ►/ et i m IP A A •1 • . 0 2 - State License 150 130d 7..1)S1 Phone(office): • one(cell/pager.): ax: Plumbing Contractor Name: A' R Name of Company: i L t, • u : r✓ Address: -74,s- 404 pIL IN /VI P/4A 3 Vi 0 State Licens or, s3 7 Phone(office):-75-7.,3)7 3 Phone(cell/pager.):65 2.07 49 Fax: b Mechanical C ntractor Name: i. d A a , , • Li Name of Company: IJ ' ► . Address: a c ,SIAL ) J L Ai • , ' IM rs Pt, .2.1) ' State Liceng'j�p,: /K/$ 41 P Phone(office): 4.# •, ('i Phone(cell/pager.): __, •, G Fax77 9• L,21 Specialty/Other Contractor Name: Name of Company: Address: — State License No.: Phone(office): Phone(cell/pager.): Fax: , AvLvAv4 Permit Application Checklist _ Notes \ Coed Permit Application Current code edition:FL Bldg.Code 2007(as revised) Current survey showing all proposed construction and landscaping Check with Bldg.Dept.for setbacks r Notarized signature—Owner/Builder Affidavit If owner is acting as contractor x Sewer Impact Fee receipt May be deferred until C.O.Unless job is remodeling 3C County Impact Fee receipt May be deferred until C.O. 'c Capital Expansion Impact Fee receipt Maybe deferred until C.O. '.., Sidewalk Impact Fee receipt If sidewalk exists on lot Recorded Warranty Deed/Proof of Ownership Copy of Recorded Notice of Commencement(over$2,500) Over$7,500 for Mechanical change out { '', Current Cert.Of Liability Ins./Worker's Comp.Policy/Exemption Record will be kept on file after initial submittal Community Appearance Board Approval For all work visible from Public Right-Of-Way ,it Planning and Zoning Board Site Plan Approval For all new construction of four units or more V- Concurrency Forms For all new construction not part of approved site plan Primary Contractor's State License Record will be kept on file after initial submittal Subcontractor's Authorizations: Record will be kept on file after initial.submittal State License Notify Building Department of contractor changes k Plumbing Contractor Plumbing Contractor r Electrical Contractor Electrical Contractor Mechanical Contractor Mechanical Contractor X Roofing Contractor Roofing Contractor Swimming Pool Contractor Swimming Pool Contractor Gas Contractor Gas Contractor y Specialty/Other Contractor Specialty/Other Contractor Construction Drawings: Per F.B.C. 104 Three sets of sealed construction drawings Per F.B.C. 104 Truss layout and reaction summary Cut sheets and shop drawings will be needed at time of insp. Electrical Load Calculations Plans must indicate person responsible for calculations Electrical Riser All new service must be located underground Plumbing Riser Plans must indicate person responsible for design A/C layout Plans must indicate person responsible for design Two sets of Energy Calculations Plans must indicate person responsible for calculations Lot Drainage Survey Four sets of Fire Suppression/Sprinlder/Alarm specifications Requires Fire Dept.approval prior to issuance of permit Pool Barrier Requirement Form(signed) Pool permits will not be issued without bather 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 the standards of all laws regulating construction in this jurisdiction. The.Building Code in effect at the time of this application is the Florida Building Code 2007 Edition: I understand that all permits require inspections as indicated. This permit application is valid for six months from date of submission. By signing, applicant affirms that all above is true and correct and that he/she is an authorized agent of the Contractor/Owner and has the authority to apply for this permit. Applicant's Name:�jQ 20 t ME / L/.... Applicant's Signature: 61/t/ Date: 3/4?.47, 4 Site Address: For Notary use only: State of Florida, County of Brevard Sworn and subscribed before me this ( day of tf?ra,f , 20 12 ,by I'>4442 Printed name of Applicant who produced identification: or is personally known to me. 'll 'all"v.,. ' Seal: ;_; .n' MY COMMISSION a DD 840822 r.�"•, : EXPIRES:March 21,2013 iii F "#* A,? ` Bonded Thru Notary Public Underwriters Signature-Nota •Public At Large This form may be duplicated. • ' NOTICE OF COi<I�[ENCEiviENT PERMIT NO. TAX FOLIO N CFN 2012048325.OR BK 6556 PAGE 2379, Recorded 03/14/2012 at 10:58 AM Mitch Needelman.Clerk STATE OF FLORIDA of Courts.Brevard County COUNTY OF BREVARD #Pgs:1 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement. 1. D scriptionQ f property: (legal description of the property and street address if available) iiOi Ar^rrjN/?vr X V4. C/?PE /u YE A 2. General description of improvement: AirPgragiMINIFAIValfrigwy 7 —If • 3. Owner information:a)Name and address: L/ .i XI 1 A mai C b)Interest in property: 41P1//1,/titGOt OA 8' "G .f L 573/ c)Name and address of fee simple titleholder(if other than owner): 4. Contractor(Name and address)• I�' ,Q /�,� r- AliS z ' Pro r s r _ P' 32- ! 5. Surety: a) Name a Y a dress: b) Amount ofbond: 6. Lender(Name and address): NA-- 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a)(7).,Florida Statutes(Name and address): __ 8. In addition to himself,Owner designates IZ+1f/nFillr% 1 _4 of ifF7.AO5 to receive a copy of the Lienor Notice as provided in Section 713.13 (I)(b),Florida Statutes. 9. Expiration of date of notice on commencement(the expiration date is 1 year from the date of recording unless a different date is specified): . WARNING TO OWNER: 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 IM 4 EMENT. 4101 wirgnatu ,,of Owner or Ow1-..-"Z--7's Authorized Officer/Director. artner.'manager r signatory's Title/Office STATE OF FLORIDA fl-AY�VI COUNTY OF BREYARD (,� The foregoing inn�s�Sj'jmen as acknowledged before me this 1k day of 12-. . . ,20 by R� 1 (name of person)as QWW er- (type of authority eg:officer,trustee attorney in fact)for (name of party on behalf of whom instrument was executed) CARLOS F.ALVAREZ 1/ _'�•;, MY COMMISSION A DD 840822 Signatu of; otary "�` EXPIRES:March 21,2013 Print,Type or Scamp Commissioned Name of Notary Public 'Xii��. ters ,hd. Bonded ThruNotary Public Uttdetwri Commission Number Personally Known Y or Produced Identification Verification P,:rsua-'t to Sectign u2.ca.5 Florida Statuttc Under penalties of perjury,I declare that I have read the foregoing and that the facts.aa:ed in it are tare to the best of ray knowledge and believe. Signature of Narrral Person Signing Above 1 A CULLEN, OFC NOTICE OF AD VALOREM TAXES AND NON-AD VALOREM A' ,: ,VARDCOUNTY TAX COLLECTOR REAL. ESTATE 20;0 TAXACCOUNT NUMBER ESCROW CD _ ASSESSEDVMLUE. EXEMPTIONSTA�Xy��E �{,} 2441264 ^^i',. Ilojk ` CODE . . . . SEE BE_CW SEE BELOW 6 - 54170 24 371500 6:i XTREME F�1V LLC 880' ASTRON;,,;f :: 185 W COCOA BEACH :.SW"/ CAPE CANAVER::: PT OF RECLAI COCOA BEACH FL 32931-3527 P1F See Tax Rcl 11111u11111111iiillnuIIIIILIIIiiiIIII1„II, I IIIIIII,II TAXING AUTHORITY AD VA LOREM TAXES - MILLAGE RATE ASSESSED VALUE :.EXEMPTION , • TAX A LI ;,'TIED COUNTY GENERAL FUND 4.2717 1,871,840 BREVARD LIBRARY DISTRICT .5097 38 BREVARD MOSQUITO CONTROL 1.871,840 1 .8:. ' 38 TI-CO AIRPORT AUTHORITY 1832 1.871,840 t•8-,, 1,871,840 92 SCHOOL - BY STATE LAW 5. 1550 1.8.' SCHOOL - BY LOCAL BOARD 1,871,840 1.87' , 30 SCHOOL - CAPITAL OUTLAY5000 1,871,840 1,87 10 CITY CAPE CANAVERAL POLICE 1.5000 1,871,840 t 87• i 76 • CITY CAPE CANAVERAL FIRE/RESC 2.0000 1,871,840 1 87• 1.5000 1,871,840 i 68 CITY CAPE CANAVERAL LIBRARY .0739 1.87; 6,• ' 76 CITY CP CANAVERAL BEAUTIFICATI 1'871,840 1.871.0 :. 33 ST JOHNS RIVER WATER MGMT DST 5000 1,871,840 1,871 8 92 FLA INLAND NAVIGATION DIST 0145 1,871'840 1.871,8': 1 31 ENV END LD/WTR LTD 05-24 .0345 1,871,840 1 87� 8.1• • 58 ENV END LD/WTR LTD(DBTP) 05-24 .03591,871,840 1,871.8:• / 20 ENV ENO LAND ACO (DBTP) 91-10 . 1300 1,871,840 1 871 • .0574 1,871,840 34 ENV ENDANG LD ACO 91-10 .0370 1 871 840 1,871,-.. ; 46 1 ,87 1 :,. y 26 TOTAL MILLAGE 17.4021 AD VALOREM TAXES EVYING AUTHORITY NON-AD VALOREM ASSESSMENTS V 158 SOLID WASTE DISPOSAL RATE ••.'•. ,:.::1,0/ ,;,y:A of PAY ONLY ONE AMOUNT IN BOXES BELOW NON-AD VALOREM ASSESSMENTS I a1 I ( COMBINED TAXES AND ASSESSMENTS l $33,493.57 See reverse side for inti.: : ,on J • IF PAID I Nov 30 2010 Dec 31 2010 Jan 31 2011 Feb 28 2011 B Y: 32, 153.83 i ( 32,488.76 32,823.70 ( 33, 1586:_ 57 AMra�rrwr ....wa • LEGAL DESCRIPTION: ' A PARCEL OF LAND SITUATE IN SECTION 15,. TOWNSHIP 24 SOUTH, RANGE 37 EAST, THE CITY OF CAPE CANAVERAL, BREVARD COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCE AT THE INTERSECTION OF THE NORTH LINE OF THE SOUTH 3,316.80 FEET OF SAID SECTION 15 AND THE WEST RIGHT-OF-WAY LINE OF STATE ROAD Al A, A 100.00 FOOT RIGHT-OF-WAY; THENCE S. 37'22'24" E., ALONG SAID WEST RIGHT--OF-WAY LINE, FOR A DISTANCE OF 1 ,255.12 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S. 3T22'34" E., FOR A DISTANCE OF 452.06 FEET TO A POINT OF CURVATURE OF A CURVE, CONCAVE WESTERLY HAVING A RADIUS OF 25.00 FEET; THENCE SOUTHEASTERLY AND • SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE AND THE NORTHERLY RIGHT-OF-WAY LINE OF CENTRAL BOULEVARD, UNDEDICATED, HAVING A WIDTH OF 100.00 FEET, THRU A CENTRAL ANGLE OF 100'00'12", FOR A DISTANCE OF 43.63 FEET; THENCE CONTINUE ALONG SAID CENTRAL BOULEVARD RIGHT--OF-WAY, S. 62'37'48" W., FOR A DISTANCE OF 336.52. FEET TO A POINT OF CURVATURE OF A CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 561 .05; THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE, THRU A CENTRAL ANGLE OF 14°57'08", FOR A DISTANCE OF 146.42 FEET; THENCE N. 3T22'24" W., FOR A DISTANCE OF 374.37 FEET; THENCE N. 52'37'36" E., FOR A DISTANCE OF 500.00 FEET TO THE POINT OF BEGINNING. CONTAINING 4.98 ACRES +-- /40 9�SS�ti • 7 ' 5.4' [-xi Z 1-3 0 k :sW co b.11.:J (I) H.(1.) 1u CD L•� '�cN�ei w 'i i1. w C i 1 C'H O1--I Z rr rr Cr"� tv ff) r r w w3 O LJ F+•7(U N cj ---.10,V C.)N NPI 0 (U I--,20 1_, t_);T) C Pri Z t'' ;J O J'' 0 - i�) r ...11-- 'x)w' N I-+ ti 0 � Pa �. � �a 'zl(=J P1o�ZO (U 0 H O I-) N , _y H 1l1 Y rr (n O OD '•J I) 1.17.^ (D I-'- Z;VW (WAH - U) O►-] N d • F--1 .-11-1 C7 r-tt]:Xi U: ; rl J(17 y 0 Iro ,-1 t14]H C;3 H(") co ),4 i-ino 43.01rri o Pi 1-3 Ol'7.• w0 1--i Xi ZV r,� b O L O[=1 LO 6) )-7 O H OZ n n� () O :z:H ] N7 o tr] U.1 r C ow Ln 7• HO (: roo to w ;vto A...... r-3 N R v Pi C ' r.) r-i N kr/ OW v, w L: . rl I--• Z HC II 0 Z W s-IW U) )- wa CO ZZ D • t=7 —I `,. 1•J ( ` HW m i,. u' '1 iU) W, 0 iit 1-a C -ri Z I H4 m C-1 + L I 1- til �b G J ;v 7J rr. ( LAG o- ON D ) 0-1 u WH HO G CO ' OW WO r4 , i l.1 I I P til:) t ham( `' tI O :a C• 1 z L•1 , (p )�� m 0 •P• •ti 1~ o O Ou U w I C. r ot I N W OP ID: KR A�COR� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYVYVI 09/28/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 407-644-5722 CONTACT NAME: Kristin Rodriguez Lykes Insurance, Inc. -WP 407-628-1363 PHONE 407-478-4979 I FAX P. O. Box 2703 tAlc."o.`-<t): ,(AlC,No):407-628-1363 AIL Winter Park, FL 32790 A k g ez I kesinsurance.com _ ADDRESS: rodri u @ y Mark E.Jackson A129051 CUSTOMER ID#:MAIEC-1 INSURER(S)AFFORDING COVERAGE NAIC# INSURED MAI Engineering Construction INSURER A:Mid-Continent Casualty Co. Services, Inc. 2200 Front Street,Suite 300 INSURER 6: Melbourne, FL 32901 INSURER C: __ I INSURER D: INSURER E: _ INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I 'AODL FSUBR' ' POLICY EFF 1 POLICY EXP LTR I TYPE OF INSURANCE INSR 7VD: POLICY NUMBER (MM!DDIYYYY) ,(MM!OD(YYYY) LIMITS GENERAL LIABILITY i 1 ' EACH OCCURRENCE 17-7-1,000,00-0 A ! X COMMERCIAL GENERAL LIABILITY ; 04G L000769092 09/20/11 09/20/12 DAMAGE TO RENTED PREMISES(Ea occurrence) S 100,000 CLAIMS-MADE Fin OCCUR MED EXP(Any one person) S Excluded -- I PERSONAL 8 ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS•COMP/OP AGG S 2,000,000 X 1 POLICY I Jrdi ' ,LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT I s 1 ANY AUTO (Ea accident) I I BODILY INJURY(Per person) S ALL OWNED AUTOS BODILY INJURY(Per accident) S — — SCHEDULED AUTOS HIRED AUTOS (P OauWe r IDAMAGE S 1 NON-OWNED AUTOS S S I UMBRELLA LIAB I I OCCUR I EACH OCCURRENCE S EXCESS LIAB IAGGREGATE S r— CLAIMS-MADE __ _ DEDUCTIBLE S RETENTION S 1 S WORKERS COMPENSATION IWC STATU- I OTH- AND EMPLOYERS'LIABILITY YIN (TORY LIMITS I ER ANY PROPRIETOR/PARTNERiEXECUTIVE E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? ❑ NIA (Mandatory In NH) I E.L.DISEASE-EA EMPLOYEE S II yes,describe under I , DESCRIPTION OF OPERATIONS below I • I E.L.DISEASE•POLICY LIMIT ;S I I DESCRIPTION OF OPERATIONS!LOCATIONS!VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Fax:321-690-6878 CERTIFICATE HOLDER CANCELLATION BREV272 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE #liadE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD A • ACORD CERTIFICATE OF LIABILITY INSURANCE DATEIMM;DD/YYYY) TM PRODUCER Phone -- 10/19/2011 %'21 IE2-33fi= =ax 7 i52-_ao3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION WILLIS OF FLORIDA INC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 2045 14TH AVE. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR VERO BEACH FL 32960 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A BRIDGEFIELD EMPLOYERS INSURANCE CO. M A I ARCHITECTS&ENGINEERS,INC.& INSURER B. MAI ENGINEERING CONSTRUCTION SERVICES,INC. 2200 FRONT STREET INSURER C: MELBOURNE FL 32901 INSURER 0: INSURER E: COVERAGES 'HE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INCICATED NOTWITHSTANCING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS NSR ACMIRO TYPE OF INSURANCE LTR(NERD POLIrY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS DATE IMtA=A^1 DATE IMMIDOM'I GENERAL UABIUTY EACH OCCURRENCE COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea occurence) CLAIMS MACE OCCUR ---- -- -. MED.EXP(Any one person) S • PERSONAL&ADV INJURY i$ GENERAL AGGREGATE •S GEN'L AGGREGATE LIMIT APPLIES PER. -- -- PRO- POLICY PRO• PRODUCTS-COMPiGP AGG S JECT LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) 5 HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per acadent) PROPERTY DAMAGE $ (Peracddentt GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO -- - OTHER THAN EA ACC S AUTO ONLY AGG S EXCESS/UMBRELLA UABILITY EACH OCCURRENCE S OCCUR CLAIMS MADE AGGREGATE S S DEDUCTIBLE S RETENTION S $ WORKERS COMPENSATION AND 830-21306 04/30/11 04/30/12 TORYTLIMITS OTHER EMPLOYERS'LIABILITY • A ANY PROPRIETORMARTNER/EXECUTIVE E 1.EACH ACCIDENT S 1.000,000 OFFICER,MEMBER EXCLUDED? - -- =L.DISEASE-EA EMPLOYEE S 1,000,000 If yes,describe under SPECIAL PROVISIONS below E L.DISEASE-POLICY LIMIT S 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF THE ISSUING INSURER MLC ENDEAVOR TO MAIL t0 DAYS PVPIT'EN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT BUT FAILLRE '0 CO SC SHA::IMPOSE NO OBL,GATION OR LIABILITY OF ANY t(N0'JPCN THE INSURER TS AGENTS OR REPRESENTATIVES -U'HORIZED REPRESENT.ATVE Attention: FAX#786-315-2450 f"-agee Thi ACORD 25;2001/08) Certificate It 131088 ©ACORD CORPORATION 1988 I _y AC;1` STATE OF FLORIDA - 1 DEPARTMENT. OF BUSINESS AND PROF SIGNAL R OUX,ATION. ELECTRICAL coNTRACT9R3 LI NSIN4 BOARD ' '-' wm L10083p02941. DATE BATCH NUMBER LICENSE NBR O 08/30/2010 108056389 EC0002.390� .rs t r - +~ The ELECTRICAL CONTRACTOR •+ � :, Named below IS CERTIFIED '�`:�( >, ti, .. co Under the. provisions of Chapter x•44 •• Expiration date: AUG 31, 20127 •:;;. •"� '"N 'p s .44,.r" HARDING, DAVID �`� .c ,��t'If� HARDING S A/C & ELECTRICAL CO x 65 SW IRWIN AVE = r fi 'T ` w WEST MELBOURNE FL 32 904 T'>_j",�;•; ‘"...:" :,;'s K CHARLIE CRIST CHARLIE` LIEM CA GOVERNOR .. • SECRETARY ' DISPLAY AS REQUIRED BY LAW' c) a, tl ,: -; - c1 ACID 4: -•J f t' _ 0 STATE OF FLORIDA K DEPARTMENT 0? BUSINESS AND PROFESSIONAL REG LATION n CONSTRUCTION INDUSTRY LICENSING BOAR w SEQ#L16083003.042 H.DATE BATCH NUMBER LICENS- NBR , 1 w N 08/30/2010 108056383 CAC1814419.-- ` ' I 1--. J The CLASS B AIR CONDITIONING CQN1'RACTo J Named below IS CERTIFIED lir Under the provisions of Chapter ' Expiration date: AUG 31, 2012 -",,'--..*: ...,821.'-‘.• r4' < '4' -C:`r co HARDING, DAVIDii , t:• HARDING'S AIR CONDITIONING & EY, '•CONTRACTORS /NC 4170 ROSEWOOD AVE �:,i;_.y;:: , �� MALABAR FL 32950 < '=' -.�.. CHARLIENRCHARLIE CRISTE to L__ DISPLAY AS-RgQUIRED BY LAW •- SECRETARY M CCI 03/09/2012 09:32 3214549293 OFFICE DEPOT 284 PAGE 02/02 • STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION �` �`'�% ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487-1395 •we TALLAHAS SSEEEMONROE STREET 32399-0783 HALM, RICHARD DAVID ER CONTRACTORS INC 23 INDIAN ST. MERRITT ISLAND FL 32952 S7A ilE FoR{DA A"i' gtla �� Congratulations! With this license you become one of the nearly one million Y~w DEPARTM T•hie;;$Vl 3$'A1QI7tJ =.V Floridians licensed by the Department of Business and Professional Regulation. ,d0 ;ESoN ^_RE1. ; • Our professionals and businesses range from architects to yacht brokers,from ;t 1. , boxers to barbeque restaurants,and they keep Florida's economy strong. ' Fi'C13002tIu9 z 7f • V' 1' $00'76x4'1'. Every day we work to improve the way we do business in order to serve you better. -� For information about our services,please tog onto www.myfloridalicense.com. CERTI!I D,4RCTR Cr1 ' E!t:)NTRACTOR. There you can find more information about our divisions and the regulations that • HALL impact you,subscribe to department newsletters and learn more about the •ER COST the i< Departments initiatives. Our mission at the Department is: License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. =s. cTxrt»n nna.r"tai vTws�san. of cn. 9 9. vs' Thank you for doing business in Florida,and congratulations on your new license! c sZetioa d, y AUrd.:31� .2012 • r• oaailit 7s6' DETACH HERE . STATE_OF FL.ORIDA . •DEPARTME 'OF" BT'S ESS ? OESS.rONNL I Gtrix `ico • .EIr CTRICAL CONTRACTORSLICENSING BOARD , r gra DATE BATCH NUMBER LICENSE .NBR, 07 14 2010 108007647 S.G130:020 �< f The ELECTRICAL CONTRACTOR . • Named below IS CERTIFIED' Under the provisions of .Chapee ' &9- FS. ' Expiration date: AUG 31, 2012 HALM, RICHARD DAVID:<, ` ER. CONTRACTORS INC' 2210 S ATLANTIC AVE ' UNINCORP.DISTR.2 FL 32931 CHARLIE CRIST C1iARLIE. LIEN CeCUJ /di / U /UtS/lU 'UtSUbb01U Every day we work to improve the way we do business in order to serve you better. For information about our services,please log onto www.myfloridalicense.com. CERTIFIED PLUMBING CONTRACTOR There you can find more information about our divisions and the regulations that WALKER, LAWRENCE GOTTWELLS III impact you,subscribe to department newsletters and learn more about the WALKER PLUMBING SERVICES INC Department's initiatives. yti ti iA %, Our mission at the Department is: License Efficiently. Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for dcing business in Florida, and congratulations on your new license! rs CERTIFIED undor the prov3 dons of ch.489 FS z,,[rnGic. ±a:e: AUG 31, 2012 L100 9 0 8 02 804 .. DETACH HERE 04 . "`. STATE OF FLORIDA t +r,.4L4 DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION *.. lx, T CONSTRUCTION INDUSTRY LICENSING BOARD " { SEQ#L1C090802804 DATE BATCH NUMBER LICENSE NBR . j ,± s.,� ^ a•. 09/08/2010 108066618 CFC057837 -. } . The PLUMBING CONTRACTOR .� � , ''` _"` �-,_,,, ,;•� • 4� Named below IS CERTIFIED '' 1 ,� `' � ! • 4Y J .t ti t4 Under the provisions of Chap te .48t..-4-: ;- , .v. " ).,• , ` < '�'•' Expiration date: AUG 31, 2012 y"'; ".' ? °•:_ = ,;, 1,�` y2 , i ^ T `.! ) iJ .; �:•'ff yrl� th�SiSYrj�n( r)Ty�� c WALKER, LAWRENCE GOTTWELLS TWELLS III :;' aa ,....4 A, �� .. .,y ' WALKER PLUMBING SERVICES INC - y. }ir •.. GY rj(7'��(,xt _ . x� r; �,�• - ': 4355 DOW RD s,� J` #122 • `l. , ,,,� r MELBOURNE FL 3.2934 C S CHARLIE CRIST 4"0 Q 1 ' v�. .,; ''.aft t ,f i w. : l r,, ::;`. CHARLIE LIEM r GOVERNOR . _ el ,� .^`1t-.:i., SECRETARY nir/�i `lrjr `DISPLAY AS REQUIRED BY LAW �SQACE Ats, Cityof Cape Canaveral k. Community Development Department AI i Fi / 4,-"feitilliO' CITY OF CAPE CANAVERAL October 23, 2012 Mr. David T. Menzel, President MAI Design Build, Inc. 2200 Front Street, Suite 300 Melbourne,Florida 32901 RE: LETTER OF CONDITIONAL APPROVAL OF BEACHWAVE COMPLEX SITE PLAN SET DATED AUGUST 20, 2012 Dear Mr. Menzel: The Beachwave Complex Site Plan Set dated August 20, 2012 is granted approval with the following conditions: 1. Obtain FDOT State Highway Access Connection permit and stormwater drainage permit. 2. Submission of 5 copies of revised site plan set to include revisions to drainage as agreed to by City Engineer John Pekar and Public Works Director Jeff Ratliff. Plans shall also depict solution to stormwater drainage issue to be resolved with FDOT. 3. Provide executed At-Risk Acknowledgement Affidavit prior to any site work or construction. Per section 110-223(i), the applicant shall have 90 days from the date of conditional site plan approval to satisfy any such conditions and/or contingencies. Please call me at (321) 868-1206 or e-mail me at b.brown@cityofcapecanaveral.org should you have any questions or need additional information. Sincerely, ii . /4"14/1't"---- Barry Br. Planning and Zoning Director cc: Mosh Gal 7510 N.Atlantic Avenue • Post Office Box 326 • Cape Canaveral, FL 32920-0326 Building&Code Enforcement: (321) 868-1222 • Planning& Development (321) 868-1206 • Fax & Inspection: (321) 868-1247 www.cityofcapecanaveral.org • email:ccapecanaveral@cfl.rr.com CITY OF CAPE CANAVERAL Ili 4 AT-RISK ACKNOWLEDGEMENT AFFIDAVIT For: BUILDING PERMIT City of Cape Canaveral Building Department 7510 N.Atlantic Ave. Cape Canaveral,FL 32920 (321)868-1222 You may fax this form to: (321)868-1247. . Date: l o p ci 1 l Project Address: ¶6 )! A Si ro n atft ( ud I �hrs 6 k ( ,hereby submit this At-Risk Acknowledgement Affidavit for the (Applicant's name-PLEASE PRINT) project described above. • The issuance of the permit does not relieve any requirement for normally required tests and inspections. • The permit will be issued at the discretion of the Building Official. • The permit does not authorize any work beyond that which is specified on the permit. • This form is not a permit. • Description of work/special conditions/considerations warranting a request for an At-Risk Acknowledgement Permit: The f,Sl I an *ctl�C;i ty- I S 4 i-t 1 will tod 1'-o lei et 1 0" f& m W z'ht'^ get 0 by s Le 4ns;vn i f nPedPA P-F ‘,'-ie Jon ro&'ei, j,f 1 am YQf svue5511) • i`n r p cet vt'r� CA 9c �rmi t 1.411 h eve•o r v,' tlpi✓ewwy Ol tng -f lit etre 4hwwn r2fl 4-he S,le /yin �° SC ttiP I understand that I am requesting an "At-Risk"permit. "At-Risk"means that I proceed at risk of having to perform re-work,at my expense,that complies with the requirements of all applicable law;particularly re-work related to any unforeseen circumstance and/or unrealized contingency. By my signature below I attest that I understand and agree to the conditions set forth herein; and that I expres y Hold Harmless the City of Cape Canaveral from any action arising from or brought under this At-' sk ' cknowledgement; and that I am an authorized agent of the property owner. Vl, l e) �-, Signature of Applicant Title D; e For Notary use only: State of Florida,County of Brevard Sworn and subscribed before me this If day of eT e f b,---- ,20 / --,by OSA r-i r I Name of Applicant who produced identification: or is personally known to me. ,,,,..Y.7.'''' JOY LOUBAIDI '*� A`�`.' MY COMMISSION#EE 094753 mil Seal: : _ �_ JBO15; ti EXPIRES:August 3,2 Pb,,.• aided Notary Public underwriters Si re-Notary Public At Large G:1BIdg.Dept.Forms\At-risk acknowledgement This form may be duplicated. CANAVERAL FIRE RESCUE Serving the city of Cape Canaveral & Canaveral Port Authority Plan Review To Building Department Glenn B. Pereno,Plans Examiner From: John J.Cunningham, Fire Marsha Re: 8801 Astronaut Blvd. Beachwave Date: 10-25-2012 We have reviewed the new submittals and have the following comments; 1. Plans still lack the basic requirements out lined in 61G15-32 for fire sprinkler systems. I I 4 4 Station#1: 190 Jackson Avenue•Cape Canaveral, Florida 32920 • (321) 783-4777 • Fax: (321) 783-5398 Station#2: 8970 Columbia Road •Cape Canaveral, Florida 32920 • (321) 783-4424•Fax: (321) 783-4887 www.ccvfd.org City of Cape Canaveral Inter-Office Transmittal To: John Cunningham, Assistant Fire Chef From: Glenn B. Pereno, Plans Examiner/Building Inspector Re: 8801 ASTRONAUT BOULEVARD, NEW COMMERCIAL We Transmit: ®Herewith ❑ In accordance with your request THE FOLLOWING: ®Plans ❑ Specifications ❑ Shop Drawings ®Prints ❑ Copy of Letter ❑ Information ❑ Other These are transmitted for: ®Permit Issue ❑ Record ❑ Information ®Approval ❑ Use ❑ Distribution ®Review & Comment ( ® ❑ ) Copies Date Description 1 3/21/2012 New Commercial Building; 16,700 sq.ft. 1 8/15/2012 New submittals, 2nd review 1 10/22/2012 New submittals, 3rd review Remarks: I , - I Copies to: By: ' Glenn B. Pereno TX Result Report P 1 04/26/2012 12:12 Serial No. A0P2011016391 TC: 26925 Addressee Start Time Time Prints Result Note 97573088 04-26 12:10 00:01:43 003/0al 3803 OK 9 Note HE: Frame Erase TX. MIX: Timer OrigPinal.TX11CALL: Manual1TX. CSRCi ' Set R2. inalFForUwaaErd. PC:CPc Fax. Re-TX. RLY: Relay. MBdted X: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error. Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOUR:Receiving length Over, POVR:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. = • sy City of Cape Canaveral • : Community Development Department 'r - 1 � Date:April 26,2012 Contractor: MAI-ECS Contractor's fax: 321-757-3088 arra LOCATION:8801 ASTRONAUT BOU7.E.VARD We have reviewed the submitted permit application documents based on Florida Building Code 2007/2009. Please provide the following items: BUTI.DINO: 1. Submit an approved Site Plan per City Ordnance Chapter 110,Article VI Section 110-221. 2. Permit application not complete namely, over-all project value shall include time and mntnri nl:. per 1'13C Chapter 1. 3. Construction document incomplete;provide sheet C-1. 4. Provide type of construction per FSC Chapter 3. 5. Provide shop drawing i.e.Metal Building. 6. Pre-engineer truss system and designed attachment. 7. Corridor design and fire resistance rating per FBC Chapter 7. 8. Fire dampers)specifications and design criteria per FBC Chapter 7. 9. Per FBC Chapter 5,Table 208.3.3,Automatic Fire-Extinguisher shall protect Storage area. 10. Wall separation at Arcade and Storage minimum 1-hour construction, plans depict standard wall per FBC Chapter 5. 11. Single exit at Storage;travel distance exceeds 75' and maximum 20' dead end corridor requires second means of egress and/or Automatic Fire-Extinguisher System. 12. Provide cupola design showing framing detail and attachment per 1%BC Chapter I. 13. Window and door schedule include hardware and fire resistance.include product approvals,window and door include special interior door. 14. Identify interior classification per FBC Chapter 8 floors,walls,ceilings,and corridor(s). 15. Life safety plan depict, common path of travel,exit aigrtage and schedule. In addition provide proposed floor layout depicting displays, service counter(s), and equipment such as, beverage dispensers, food preparing equipment,table(s).etc. 16. Per Chapter 9, Section 903,an Automatic Fire Sprinkler System shall protect the building. 17. Foundation plan sheet S-100 missing footing details labeled for sheet S-100. 18. Footing detail#1 not legible. 19. Interior footing detail #3 not complete;namely,depth and width. 20. Construction details depicting RTU openings, storm-water roof drain(s),plumbing, and/or exhaust/intake per FBC building,mechanical,and plumbing but not limited too. 7510 N Atlantic Avenue-P.O. Box 326--Cape Canaveral, FL. 32920-0326 Telephone(321) 868-1222--Fax (321)868-1247 www.mvflorida.com/cane e-mail: eityofcapecanaveral.org 4 • Glenn Pereno From: John Cunningham <jcunningham@ccvfd.org> Sent: Friday, March 23, 2012 4:21 PM To: Glenn Pereno Cc: Todd Morley Subject: FW: Re: Florida Beer Company/Extreme Fun Attachments: John Cunningham.vcf Glenn, The same goes for this set. Cover sheet has no information. From: John Cunningham Sent: Friday, March 23, 2012 11:44 AM To: Glenn Pereno Cc: Todd Morley' Subject: Re:firekeirMifigagnirwy \'-• Glenn, I have done a quick review and based on the following the plans are rejected from any further review. 1. Plans reference the 2007 Florida Fire Prevention Code. The applicable code is the 2009 Florida Fire Prevention Code. 2. Plans indicate that they are providing a fire sprinkler system,which in turn will also require a fire alarm system The plans lack the basic information required on a set of construction documents, CHAPTER 61G15-32 RESPONSIBILITY RULES OF PROFESSIONAL ENGINEERS CONCERNING THE DESIGN OF FIRE PROTECTION SYSTEMS. John Cunningham Canaveral Fire Rescue Asst.Chief/Fire Marshal ._. (321)783-4777 x)203 Work (321)783-5398 190 Jackson Ave Cape Canaveral,FL 32920 jcurrwnghami ccvfd.org http://www.ccvfd.org/ 1 City of Cape Canaveral 105 Polk Ave PO Box 0326 321-868-1222 Fax 321-868-1247 C.00 Minimum Requirements for New Commercial Buildings Items Each Box To ll bee luCd d as d REQUIRED DOCUMENTS MUST BE SUBMITTED AT TIME OF PERMIT APPLICATION Applicable I. Copy of the recorded deed(if metes and bounds)or legal description. 1e No N .\ Florida Energy Efficiency Forms:Provide two(2)complete sets of Form 400A,400B,or 400C. Three(3)copies of Form 600 if apartments. All sheets shall contain the signatures of the person who 2' performed the calculations,owner/agent,architect,electrical,mechanical,plumbing,and lighting Y" NO ` \ designers. Provide two(2)copies of load calculations. 3 Fire Marshall plan review form shall be complete. MSDS shall be provided for storage of hazardous Yes No N \ materials in"H"occupancies. One(1)complete set of"Approved for Construction"civil plans approved by the Site Plan and Subdivision Review Section of the Development Services Division or copy of"preliminary" 4 approved civil plans if submitting concurrent building construction plans. Yes NO N%A NOTE: "Approved for Construction"plans must be submitted prior to permit issuance. 5 Restaurants are required to submit two(2)copies of plans approved by Department of Business and Ye` o N Professional Regulation,Division of Hotels and Restaurants. Environmental Protection Commission(EPC)approval is required if any underground fuel 6. tanks/underground fuel piping,or underground oil separators are to be installed. Copy of EPC Yes No N'A approval is required prior to issuance of building permits. (813)272-5960. Sanitary sewer/water receipt:If other than Hillsborough County Utilities,provide a copy of paid receipt or memo from supplying utility indicating building permits may be issued,or an exemption letter indicating that facilities are not available. If sanitary sewer/water service is not available, provide a copy of septic tank permit/well permit. Contact State of Florida Health Department— 7. Hillsborough County Public Health Unit at(813)307-8001 for information. This information must Yes No N'.A be provided prior to release of the permit. NOTE:Septic tank/well is not an option;if facilities are available,the plumbing systems shall be connected to the available services. Flood Protection: Flood Damage Control Regulations and minimum standards under the National Flood Insurance Program require new construction,substantial improvements and remodeling projects to be protected from flood damage. Pursuant to these regulations,the following information must be included with plans submitted for approval for structures built within the Special Flood 8. Hazard Area(for greater detail,please refer to the Plans Examiner detailed checklist): verification of Yes No N,A grade and structural related elevations;certification of materials,ventilation and floodproofing techniques,area identified for remodeling and the value of construction;and added engineer certifications for construction within a floodway or velocity zone and for commercial construction below the base flood elevation. Two(2)copies of pre-engineered building shop drawings. Shop drawings shall be signed and sealed 9. by a design professional and shall indicate the design criteria clearly indicated;i.e.,wind loading, Yes No N A floor and roof live and dead loads. 10 State Health Department permit is required to install water distribution systems serving multiple Yes No N%A buildings or if water line is 1'/"or larger. PLANS D ]11$ To Be Included Each Box Shall Be Circled As New Commercial Buildings (Items - A licable Plans and specifications:Two(2)copies of drawings to scale(1/4"= 1')with sufficient clarity and detail to indicate the nature and scope of work. Such drawings shall contain information,in the form of notes or otherwise,as to the quality of materials,where the quality is essential to conforming with the technical codes of the 2001 Florida Building, Plumbing,Mechanical,Fuel Gas,Energy Efficiency,Accessibility,1999 National . Electrical Codes,and the 2000 NFPA 101 Life Safety Code. Such information shall be Yes No N'A specific,and the technical codes shall not be cited as a whole or in part,nor shall the term "legal"or its equivalent be used as a substitute for specific information. All drawings, specifications and accompanying data shall bear the name and signature of the person(s) responsible for the design. NOTE:All structural plans shall be signed and sealed by a design professional. The following information related to wind loads shall be shown on the construction plans: 0 Basic wind speed,mph,(km/hr). 0 Wind importance factor(I)and building category. 0 Wind exposure—if more than one(1)wind exposure is utilized,the wind exposure and 2. applicable wind direction shall be indicated. Yes No N'A 0 The applicable internal pressure coefficient. 0 Components and Cladding. The design wind pressures in terms of psf,(kN/m2)to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional. CIFI TIO To Be Included Each Box Shall Be Circled As 1111 ' p1 - plicable 3. Occupancy group and special occupancy shall be noted as determined by Chapter 3 and 4. Yes No NiA 4. Minimum type of construction shall be noted as determined by Table 500. Yes No N/A Fire resistant construction requirements shall be shown and shall include the following components: 0 Fire resistant separations. 0 Fire resistant protection for type of construction. 0 Protection of openings and penetrations of rated walls. Yes No N'A 5' 0 Listed assemblies of rated walls,floors/ceilings,and shaft enclosures. 0 Fire blocking and draftstopping. 0 Calculated fire resistance. 0 Door and window schedule and their listing. Fire suppression systems: 6. 0 Early warning. Yes No N'A 0 Fire sprinklers. 0 Standpipes. Life Safety systems shall be determined and shall include the following requirements: 0 Occupant load and egress capacities. 0 Early warning.7. yes No N A 0 Smoke control. 0 Stair pressurization. 0 Systems schematic. Occupancy Load/Egress Requirements including the following: 0 Occupancy load gross and net. 8 0 Means of egress,exit access,exits,and exit discharge. Yes No N/A 0 Stair construction and protection. 0 Emergency lighting and exit signs. 0 Specific occupancy construction requirements and horizontal exits/exit passageways. Structural requirements shall include the following: 0 Design loads. 0 Wind load requirements. 9. 0 Building envelope. Yes No N'A 0 Structural calculation. 0 Wall sections. 0 Floor systems. All materials shall be listed and shall include the following: 0 Wood. 0 Steel. 10. 0 Aluminum. Yes No N;A 0 Glass. 0 Masonry. 0 Gypsum board/plaster. 0 Type of insulation. Accessibility requirements shall include the following: 0 Site requirements showing handicap parking and exterior accessible route serving this tenant space. 0 Accessible route. 11. 0 Vertical accessibility. Yes No N A 0 Toilet and bathing facilities. 0 Drinking fountains. 0 Equipment. 0 Special occupancy requirements. 0 Fair housing requirements. Interior requirements shall include the following: 12 0 Interior finish(flame spread/smoke development)as determined by 803.2 and Table 803.3. Yes No N/A 0 Light and ventilation. 0 Sanitation. Plumbing plans shall include the following: 0 Designer name and registration number shall be on all plans. 0 Minimum number of fixtures as determined by Table 403.1. 0 Fixture requirements. 0 Potable water supply piping. 13. 0 Sanitary drainage. Yes No NA 0 Water heaters and their locations as determined by 502. 0 Vents. 0 Location of water supply lines. 0 Grease trap sizes and locations. 0 Plumbing riser. Mechanical plans shall include the following: 0 Designer name and registration number shall be on all plans. 0 Exhaust systems including clothes dryers,kitchen equipment,and specialty equipment systems. 0 Equipment schedule and their locations including rooftop and GFIs. 14. 0 Duct lay out and insulation r-value. Yes No N,A 0 Duct closures(UL 181 approved tapes,mastic...etc). 0 Ventilation systems. 0 Chimneys,fireplaces,and venting. 0 Appliances. 0 Refri•eration. Gas plans shall include the following: 0 Designer name and registration number shall he on all plans. 0 Gas piping layout. 0 Venting. 15 0 Gas riser diagram/shut-offs and pipe sizes. Yes No N'A 0 Type of gas. 0 Appliances. 0 Fireplaces. 0 Chimneys and vents. 0 L P tank locations. Electrical plans shall comply with the 1999 National Electrical Code and shall include the following: 0 Designer name and registration number shall be on all plans. 0 Type,location,and capacity of all service equipment. 0 Size and length of wiring enclosures,including dimensions of junction boxes. 0 The number,size,and type of all conductors to be installed in wiring enclosures. 0 The location of every proposed outlet,including switches. 0 The wattage or amperage of outlets. 16. 0 The location,voltage,horsepower,kilowatt,or similar rating of every motor or generator. Yes No NA 0 Location and wattage of every transformer or other appliance to be installed. 0 Details of panelboard,switchboard,and distribution centers,showing type and arrangement of switches,over-current devices,and general control equipment. 0 Panelboard or switchboard schedules showing wattage or amperage and the number of active or branch circuits to be installed,and the number of spare or branch circuits for future use. 0 The location of fire systems and exit lighting. 0 The circuiting of every electrical outlet with size of conductor and raceway. 0 The load calculation sheet. CANAVERAL FIRE RESCUE Serving the city of Cape Canaveral & Canaveral Port Authority Plan Review To: Building Department Glenn B. Pereno, Plans Examiner From: John J. Cunningham, Fire Marsha Re: 8801 Astronaut Blvd. New Commercial Date: 09-05-2012 We have reviewed the plans and have the following comments. 1. Plans lack the basic Fire Sprinkler requirements out lined in 61G-15. 2. Provide information on Fire Alarm system. 3. Clarify information on two means of egress for Beachwave store. 4. Plans should call out occupancy type and current codes that are applicable. Station#1: 190 Jackson Avenue • Cape Canaveral, Florida 32920 • (321) 783-4777 • Fax: (321) 783-5398 Station#2: 8970 Columbia Road • Cape Canaveral, Florida 32920 • (321) 783-4424 • Fax: (321) 783-4887 www.ccvfd.org MAI Architects Engineers, Inc. 395 Stan Drive Melbourne, FL 32904 City of Cape Canaveral Community Development Department 7510 North Atlantic Avenue Cape Canaveral, FL 32920 October 18, 2012 Attn: Glenn B. Pereno Plans Examiner/ Building Inspector Re: Beach Wave Complex/8801 Astronaut Boulevard Responses to MAI ECS from Comments dated October 12, 2012. We have reviewed the submitted permit application documents based on Florida Building Code 2002/2009. Please provide the following items: RESPONSE: Acknowledged. BUILDING J , 1. Submit an approved Site Plan per City Ordnance Chapter 110, Article VI Section 110- 221. Awaiting FDOT approval and new submittal. ,� MAI RESPONSE: Awaiting FDOT drainage approval. See attached mail to Barry \, Brown. 2. Permit application not complete, namely, over-all project value shall include time and materials per FBC Chapter 1. Not approved, it appears that there is a change of contractor. Please provide letter outlining your request to abandon permit. In addition, based on City Code Ordinances; namely, fee schedule, please submit a payment of$3,159.00 (non refundable), for Building and Fire plan review. The fee had been determined based on the ICC building evaluation for project value. MAI RESPONSE: MAI is no longer the contractor. A letter attached is stating as such. 3. Construction document incomplete; provide Sheet C-1. Removed from plan schedule. MAI RESPONSE: DWG Cl is included in approved Civil Drawing Package. Cl is not part of the building plans. 4. Provide type of construction per FBC Chapter 3. Not approved, EOR did not include this information. MAI RESPONSE: Construction type noted on Cover Sheet. 5. Provide shop drawing i.e. Metal Building. Not submitted for review. MAI RESPONSE: Metal building shop drawings will be forthcoming from Doug Wilson Enterprises. 6. Pre-engineer truss system and designed attachment. Not approved, EOR did not include this information. MAI RESPONSE: Attachment noted on DW S-102. 7. Corridor design and fire resistance rating per FBC Chapter 7. Not approved, EOR did v' not include this information. MAI RESPONSE: Life Safety Plan denotes rated walls and doors and travel path to the exits. 8. Fire damper(s) specifications and design criteria per FBC 7. It appears the only damper noted located at Arcade/Men access wall, provide cut sheet for approved damper. MAI RESPONSE: General Contractor to provide cut sheets. 9. Per FBC Chapter 5, Table 208.3.3, Automatic Fire Sprinkler shall protect storage area. Approved as noted. MAI Response: Acknowledged. 10. Wall separation at Arcade and Storage minimum 1-hour construction, plans depict standard wall per FBC Chapter 5. Approved as noted. MAI RESPONSE: Acknowledged. 11. Single exit at Storage; travel distance exceeds 75' and maximum 20' dead end corridor iv requires second means of egress and /or Automatic Fire-Extinguisher System. Approved as noted. MAI RESPONSE: Acknowledged. J 12. Provide cupola design showing framing detail and attachment per FBC Chapter 1. Approved as noted. MAI RESPONSE: Acknowledged. 13. Window and door schedule include hardware and fire resistance, include product approvals, window and door include special interior door. Approved as noted. MAI RESPONSE: Acknowledged, NOA's to be provided by the General Contractor. 14. Identify interior classification per FBC Chapter 8 floors, walls, ceilings, and corridor(s). Not approved, EOR did not include this information. MAI RESPONSE: Table is included on Cover Sheet. 15. Life safety plan depict, common path of travel, exit signage and schedule. In addition provide proposed floor layout depicting displays, service counter(s) and equipment such as, beverage dispensers, food preparing equipment table(s), etc. Not approved, EOR did not include this information. MAI RESPONSE: A Life Safety Plan is included. 16. Per Chapter 9, Section 903, an Automatic Fire Sprinkler System shall protect the building. Approved as noted. MAI RESPONSE: Acknowledged. ,/ 17. Foundation plan sheet S-100 missing footing details labeled for S-100. Approved as noted. MAI RESPONSE: Acknowledged. 18. Footing detail #1 not legible. Approved as noted. MAI RESPONSE: Acknowledged. 19. Interior footing detail #3 not complete; namely depth and width. Approved as noted. \-' MAI RESPONSE: Acknowledged. 20. Construction details depicting RTU openings, storm-water roof drain(s), plumbing, and/or exhaust/intake per FBC building, mechanical, and plumbing but limited to. Approved as noted. MAI RESPONSE: Acknowledged. MECHANICAL 1. Per FBC Mechanical, fresh-air intake openings shall be a minimum of 3' from building openings such as doors, windows, and exhaust systems. Approved as noted. MAI RESPONSE: Acknowledged. ELECTRICAL NO COMMENTS SUBMITTED. PLUMBING 1. Based on Occupancy Load per FBC "Plumbing" Chapter 4, Table 403.1 plumbing fixtures shall be as follows; Water Closet, 6-male and 8-female, Lavatory, 5-each and 1 fixture in ADA stall(s), minimum 1 ADA water fountain; Hi/Low, and service sink(s). Provide fixture elevations. Approved as noted. MAI RESPONSE: Acknowledged. 2. Per FBC Chapter 11, ADA path of travel shall not be interrupted or obstructed based on your construction documents floor clearance and path travel are in violation of FBC Building and Plumbing, at entrance/exit. In addition it appears there is a conflict door opening and structural column/beam. Not approved, EOR did not include this information. MAI RESPONSE: A Life Safety Plan is included in this revised submittal. 3. ADA signage schedules per FBC Chapter 11. Not approved, EOR did not include this information. MAI RESPONSE: A note has been added to the Cover Sheet. ADA Signage is to be provided per Florida Building Code, 2007, Chapter 11-4.30. 4. 4. Storm water design and location, primarily roof and building storm water run-off. Not approved, EOR did not include this information. MAI RESPONSE: Civil Drawings show downspouts and piping directly to site stormwater inlet box. See fire review comments attached. MAI RESPONSE: There were no fire review comments attached to this document. The application will remain on "HOLD" until the requested documents have been received and approved by this office. Please understand that review of new documents may result in an additional list of comments. MAI RESPONSE: Acknowledged. Respectfully Submitted, David?: Nienze( David T. Menzel. P.E., CGC — President MAI Architects Engineers, Inc. 395 Stan Drive Melbourne, FL 32904 Phone: (321) 757-3034 / Cell: (321)863-2809 Fax: (321) 757-3088 Email: dmenzel(c�maidesignbuild.com PLEASE MAKE A NOTE FOR YOUR RECORDS THAT MAI HAS RELOCATED OUR OFFICES TO THE NEW ADDRESS ABOVE. MAIArchitecture Engineering. Inc. 2200 Front Street, Suite 300 LETTER OF TRANSMITTAL Melbourne, Florida 32901 (321) 757-3034 FAX (321) 757-3088 LIC.NO.0002419&E30006274 6PPP. GA NAV RA1,t- DATE: o.j j2_ JOB NO.: ATTENTION: iw f Re: �V -- 6. A6/4 kVA VE ❑ Shop drawings ❑ Specifications i❑ Samples I❑ Plans ❑ 24 X 36 ❑ 8 1/2 X 11 ❑ Copy of letter ❑ Change order ❑ Other COPIES/QTY DATE NO. DESCRIPTION allili 1JU 7"S 5' iC'XSpNSCS - c5 45.766 ,THESE ARE TRANSMITTED APPROVED BY: lAs checked below: ,)� For approval ❑ DTM ;❑ WAA _ ❑ ❑-Fo1<•your+use ❑ DRD 10 ACH ❑ ❑ As required/requested ❑ CFA ❑ MMM ❑ ❑ Overnight delivery ❑ JPM 1❑ MTN ,❑ RECEIVED BY: REMARKS: COPY TO: SIGNED: 41 Page 1 of 1 Dave Menzel From: Dave Menzel [dmenzel©maidesignbuild.com] Sent: Tuesday, October 16, 2012 8:59 AM To: 'Barry Brown' Cc: 'West, Jack'; 'Ortiz, Jose'; 'Mosh Gal' Subject: Beach Wave FDOT Permit Barry, Yesterday we met with Jack West and Jose Ortiz to review drainage issues with the Beach Wave entrance onto A1A. Jack and Jose have been copied on this e mail. The existing drainage pipe located under the Race Trac entrances was installed too high.This is causing an issue with our drianage pipe under our entrance. We have some options that we all agree will resolve this issue. We are getting the additional information necessary to complete this design modifications, which FDOT has committed to a successful conclusion. With this in mind we respectfully request approval of the site plan without the FDOT approval so we can begin construction and Mosh can be open for the Feb peak sales time. The site has an existing access from Central Blvd for all construction activities. Should you have any questons please contact either myself at 863-2809 or Jack West at 690-3241. Thanks, Dave Menzel mai Design Build 2200 Front St, Suite 300 Melbourne, FL 32901 (321) 757-3034 www.maidesignbuild.com 10/17/2012 lie pCE`4 14111 --- City of Cape Canaveral Cch Community Development Department Date:October 12,2012 Contractor: MAI-ECS Contractor's fax: 321-757-3088 SITE LOCATION:8801 ASTRONAUT BOULEVARD We have reviewed the submitted permit application documents based on Florida Building Code 2007/2009. Please provide the following items: BUILDING: 1. Submit an approved Site Plan per City Ordnance Chapter 110, Article VI Section 110-221. Awaiting FDOT approval and new submittal. 2. Permit application not complete namely, over-all project value shall include time and materials per FBC Chapter 1. Not approved,it appears that there is a change of contractor. Please provide letter outlining your request to abandon permit. In addition, based on City Code of Ordinances; namely,fee schedule, please submit a payment of$3,159.00(non-refundable),for Building and Fire plan review.This fee had been determined based on the ICC building evaluation for project value. 3. Construction document incomplete;provide sheet C-1.Removed from plan schedule. 4. Provide type of construction per FBC Chapter 3.Not approved,EOR did not include this information. 5. Provide shop drawing i.e.Metal Building. Not submitted for review. 6. Pre-engineer truss system and designed attachment.Not approved,EOR did not include this information. 7. Corridor design and fire resistance rating per FBC Chapter 7. Not approved, EOR did not include this information. 8. Fire damper(s) specifications and design criteria per FBC Chapter 7. It appears the only damper noted located at Arcade/Men access wall,provide cut sheet for approved damper. 9. Per FBC Chapter 5, Table 208.3.3, Automatic Fire-Extinguisher shall protect Storage area. Approved as noted. 10. Wall separation at Arcade and Storage minimum 1-hour construction, plans depict standard wall per FBC Chapter 5. Approved as noted. 11. Single exit at Storage;travel distance exceeds 75' and maximum 20' dead end corridor requires second means of egress and/or Automatic Fire-Extinguisher System.Approved as noted. 12. Provide cupola design showing framing detail and attachment per FBC Chapter 1. Approved as noted. 13. Window and door schedule include hardware and fire resistance,include product approvals,window and door include special interior door.Approved as noted. 14. Identify interior classification per FBC Chapter 8 floors, walls,ceilings,and corridor(s).Not approved,EOR did not include this information. 7510 N Atlantic Avenue- P.O. Box 326—Cape Canaveral,FL 32920-0326 Telephone(321) 868-1222—Fax (321) 868-1247 www.myflorida.com/cape e-mail: cityofcapecanaveral.org 15. Life safety plan depict, common path of travel, exit signage and schedule. In addition provide proposed floor layout depicting displays, service counter(s), and equipment such as, beverage dispensers, food preparing equipment,table(s),etc.Not approved,EOR did not include this information. 16. Per Chapter 9, Section 903, an Automatic Fire Sprinkler System shall protect the building. Approved as noted. 17. Foundation plan sheet S-100 missing footing details labeled for sheet S-100. Approved as noted. 18. Footing detail#1 not legible.Approved as noted. 19. Interior footing detail#3 not complete;namely,depth and width. Approved as noted. 20. Construction details depicting RTU openings, storm-water roof drain(s), plumbing, and/or exhaust/intake per FBC building,mechanical,and plumbing but not limited too.Approved as noted. MECHANICAL: 1. Per FBC Mechanical, fresh-air intake openings shall be a minimum of 3' from building openings such as, doors,windows,and exhaust systems.Approved as noted. ELECTRICAL: PLUMBING: 1. Based on Occupancy Load per FBC "Plumbing" Chapter 4, Table 403.1 plumbing fixtures shall be as follows;Water Closet,6-male and 8-female, Lavatory, 5-each and 1 fixture in ADA stall(s),minimum 1 ADA water fountain; Hi/Low,and service sink(s).Provide fixture elevations. Approved as noted. 2. Per FBC Chapter 11, ADA path of travel shall not be interrupted or obstructed based on your construction documents floor clearance and path of travel are in violation of FBC Building and Plumbing,at entrance/exit. In addition it appears there is a conflict door opening and structural column/beam. Not approved, EOR did not include this information. 3. ADA signage schedules per FBC Chapter 11. Not approved,EOR did not include this information. 4. Storm water design and location, primarily roof and building storm water run-off. Not approved, EOR did not include this information. See fire review comments attached. The application will remain on "HOLD" until the requested documents have been received and approved by this office.Please understand that review of the new documents may result in an additional list of comments. If there are any questions regarding these items or if we may be of further assistance,please do not hesitate to contact this office at 321-868-1222,ext.12.Thank you for your cooperation. Sincerely, Glenn B.Pereno Plans Examiner/Building Inspector 7510 N Atlantic Avenue—P.O. Box 326- Cape Canaveral, FL 32920-0326 Telephone(321) 868-1222—Fax (321) 868-1247 www.myflorida.com/cape e-mail: cityofcapecanaveral.org TX Result Report P 10/12/2012 16:55 Serial No. A0P2011016391 TC: 77075 Addressee Start Time Time Prints Result Note 97573088 10-12 16:54 00:00:56 9000/002 No Ans Note MIX: Timer Orig inai_TX11CALLL:Manual'TX.Original Size gFWD:FForwardMePC�:aPC-Fax. RLYA Double-Sided Fax Result Bulletin. SIP:rSIPnFax.FIPADR:FIP Address Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused. Busy: Busy, M-Full:Memory Full, LOVR:Receiving length Over, POVR:Receiving page Over. FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. pC t.eit4qM� ;,� :� s7 .. City of Cape Canaveral --- � Community Development Department Date:October 12,2012 Contractor: MAI-ECS Contractor's fax: 321-757-3088 SITE LOCATION:8801 ASTRONAUT BOULEVARD We have reviewed the submitted permit application documents based on Florida Building Code 2007/2009. Please provide the following items: 61JILDINQ: 1. Submit an approved Site Plan per City Ordnance Chapter 110, Article VI Section 110-221. Awaiting FDOT approval and now submittal. 2. Permit application not complete namely, over-all project value shall include time and materials per PBC Chapter 1. Not approved, it appears that there is a change of contractor.Please provide letter outlining your request to abandon permit. In addition,based on City Code of Ordinances; namely,fee schedule, please submit a payment or$3,159.00(non-reMndable),for Building and Fire plan review.This fee had been determined based on the ICC building evaluation for project value. 3. Construction document incomplete;provide sheet C-1.Removed from plan schedule. 4. Provide typo of construction per FBC Chapter 3.Not approved,FAR did not include this information. 5. Provide shop drawing i.e.Metal Building.Not submitted for review. 6. Pre-engineer truss system and designed attachment.Not approved.EOR did not include this information. 7. Corridor design and fire resistance rating per FBC Chapter 7. Not approved, EOR did not include this information. 8. Fire damper(s) specifications and design criteria per PBC Chapter 7. It appears the only damper noted located at Arcade/Men access wall,provide cut sheet for approved damper. 9. Per FBC Chapter 5, Table 208.3.3, Automatic Fire-Extinguisher shall protect Storage area. Approved as noted. 10. Wall separation at Arcade and Storage minimum 1-hour construction, plans depict standard wall per FBC Chapter 5. Approved as noted. 11. Single exit at Storage;travel distance exceeds 75' and maximum 20'dead end corridor requires second means of egress and/or Automatic Fire-L'xtinguisher System. Approved as noted. 12. Provide cupola design showing ftaming detail and attachment per FBC Chapter 1. Approved as noted. 13. Window and door schedule include hardware and fire resistance,include product approvals.window and door include special interior door.Approved as noted. 14. Identify interior classification per PBC Chapter 8 floors,walls, ceilings,and corridor(s). Not approved,BOB did not include this information. 7510 N Atlantic Avenue—P.O. Box 326—Cape Canaveral, FL. 32920-0326 Telephone(321) 868-1222--Fax (321) 868-1247 www.mvflorida.com/cane c-mail: cityofcapecanaveral.org . . )�� U /U�� KArchbectunaEngineering Inc 2200FmntStreeLSuite3OO LETTER OF TRANSMITTAL ~|Melboumm. Florida 32901 l(321) 757-3034 FAX (321) 757'3088 ! 'LIC.NO.mms*musao00azr* ------ -- ���� DATE: ~�,^�`� JOB NO.: | �~��y7 a^� � ^�/ 7��' � apt---__40.4A _ �TTENl][>�' `` . �^n�» ' ���. �- � ��.�� ^� __-_-_-__------ -__ --- Re: . ' __L-. _ 0 Shop drawinga --� Specificadono ,--� Samp|es ^�� ��Plans � 24 x 3 ' -- � O1/2 X 11 |lCopyof |ebor fl Change order 0Other . _- COPIES/QTY DATE NO. | DESCRIPTION | ----'-- 717./2/ | sii0AralJ5 pim y L 4, 7P•tv !fiit4124v _ 1.. 5- / kr4Illaivi7 r)ervm, G41.6t./gribu -----' __ __, . / . - -_--_- 'THESE ARE TRANSMITTED APPROVED BY: As checked below: ! . -_--___-_--_ �-_ For approval ��� VVAA �� XD-TM _ __IN Foryouruse RD /0 ACH El 1As required/requested -`-- CFA ------ 0 MMM -----'--------�� --------- F� !�� Overnight delivery ------ ��� JPKA ------ �� MTN --- !0 --- 'RECEIVED BY: 'REMARKS: RECEIVED 'U.'U- 2 ^~7 2O� ^ � �� ��N� ��m � ^ .' * COPY TO »'���/ SIGNED / /-_ I September 24, 2012 PROJECT MEMO To: City of Cape Canaveral Building Department Attn: Glen Pereno From: David T Menzel MAI Architects Engineers, Inc. 395 Stan Drive, Suite B Melbourne, Florida 32904 321-863-2809 dmenzel@maidesignbuild.com Ref: Beach Wave Complex, Building Permit Attached are 3 copies of the building drawings with the changes required by the Planning and Zoning board. In addition we have addressed the plumbing fixture requirements, these are note on the Cover Sheet. We have also addressed the fire sprinkler specifications, they are included on drawing P-1. Should you have any questions please call me or e mail. Thanks, I .7' CityCapeof Canaveral Community Development Department CITY Or CAF CAMAVCRAI Date:April 26,2012 Contractor: MAI-ECS Contractor's fax: 321-757-3088 SITE LOCATION: 8801 ASTRONAUT BOULEVARD We have reviewed the submitted permit application documents based on Florida Building Code 2007/2009. Please provide the following items: BUILDING: s!)1. Submit an approved Site Plan per City Ordnance Chapter 110,Article VI Section 110-221. 2. Permit application not complete namely, over-all project value shall include time and materials per FBC Chapter 1. 3. Construction document incomplete;provide sheet C-1. p�� � 4. Provide type of construction per FBC Chapter 3. 5. Provide shop drawing i.e.Metal Building. 6. Pre-engineer truss system and designed attachment. 7. Corridor design and fire resistance rating per FBC Chapter 7. 8. Fire damper(s)specifications and design criteria per FBC Chapter 7. 9. Per FBC Chapter 5,Table 208.3.3,Automatic Fire-Extinguisher shall protect Storage area. 10. Wall separation at Arcade and Storage minimum 1-hour construction, plans depict standard wall per FBC Chapter 5. 11. Single exit at Storage;travel distance exceeds 75' and maximum 20' dead end corridor requires second means of egress and/or Automatic Fire-Extinguisher System. 12. Provide cupola design showing framing detail and attachment per FBC Chapter 1. 13. Window and door schedule include hardware and fire resistance, include product approvals,window and door include special interior door. 14. Identify interior classification per FBC Chapter 8 floors,walls,ceilings,and corridor(s). 15. Life safety plan depict, common path of travel, exit signage and schedule. In addition provide proposed floor layout depicting displays, service counter(s), and equipment such as, beverage dispensers, food preparing equipment,table(s),etc. 16. Per Chapter 9, Section 903,an Automatic Fire Sprinkler System shall protect the building. 17. Foundation plan sheet S-100 missing footing details labeled for sheet S-100. 18. Footing detail#1 not legible. 19. Interior footing detail#3 not complete;namely,depth and width. 20. Construction details depicting RTU openings, storm-water roof drain(s), plumbing, and/or exhaust/intake per FBC building,mechanical,and plumbing but not limited too. 7510 N Atlantic Avenue-P.O. Box 326-Cape Canaveral, FL 32920-0326 Telephone(321) 868-1222-Fax (321) 868-1247 www.myflorida.com/cape e-mail: cityofcapecanaveral.org • MECHANICAL: 1. Per FBC Mechanical, fresh-air intake openings shall be a minimum of 3' from building openings such as, doors,windows,and exhaust systems. ELECTRICAL: PLUMBING: 1. Based on Occupancy Load per FBC "Plumbing" Chapter 4, Table 403.1 plumbing fixtures shall be as follows; Water Closet,6-male and 8-female, Lavatory,5-each and 1 fixture in ADA stall(s),minimum 1 ADA water fountain; Hi/Low,and service sink(s). Provide fixture elevations. 2. Per FBC Chapter 11, ADA path of travel shall not be interrupted or obstructed based on your construction documents floor clearance and path of travel are in violation of FBC Building and Plumbing, at entrance/exit. In addition it appears there is a conflict door opening and structural column/beam. 3. ADA signage schedules per FBC Chapter 11. 4. Storm water design and location,primarily roof and building storm water run-off. See fire review comments attached. The application will remain on "HOLD" until the requested documents have been received and approved by this office.Please understand that review of the new documents may result in an additional list of comments. If there are any questions regarding these items or if we may be of further assistance,please do not hesitate to contact this office at 321-868-1222,ext.12.Thank you for your cooperation. Sincerely, /, / 416, Glenn B. Pereno --- Plans Examiner/Building Inspector 7510 N Atlantic Avenue-P.O. Box 326- Cape Canaveral, FL 32920-0326 Telephone(321) 868-1222- Fax (321) 868-1247 www.myflorida.com/cape e-mail: cityofcapecanaveral.org City of Cape Canaveral Inter-Office Transmittal To: John Cunningham, Assistant Fire Chef From: Glenn B. Pereno, Plans Examiner/Building Inspector Re: 8801 ASTRONAUT BOULEVARD, NEW COMMERCIAL We Transmit: ®Herewith ❑ In accordance with your request THE FOLLOWING: Plans ❑ Specifications ❑ Shop Drawings ®Prints ❑ Copy of Letter ❑ Information ❑ Other These are transmitted for: ®Permit Issue ❑ Record ❑ Information ®Approval ❑ Use ❑ Distribution ®Review & Comment ( ® ❑ ) Copies Date Description 1 3/21/2012 New Commercial Building; 16,700 sq.ft. 1 8/15/2012 New submittals Remarks: 011 /1110/4: / °) Copies to: By: Glenn B. Pereno City of Cape Canaveral Inter-Office Transmittal To: John Cunningham, Assistant Fire Chef From: Glenn B. Pereno, Plans Examiner/Building Inspector Re: 8801 ASTRONAUT BOULEVARD, NEW COMMERCIAL We Transmit: ®Herewith ❑ In accordance with your request THE FOLLOWING: ®Plans ❑ Specifications ❑ Shop Drawings ®Prints ❑ Copy of Letter ❑ Information ❑ Other These are transmitted for: ®Permit Issue ❑ Record ❑ Information ®Approval ❑ Use ❑ Distribution ®Review & Comment ( ® ❑ ) Copies Date Description 1 3/21/2012 New Commercial Building; 16,700 sq.ft. Remarks: Copies to: B : I / ,� Y I, Glenn B. Pereno JOB �Lc�t-k�/�rJc- Cct 'L..EX IVIA1 SHEET NO. OF Architects Engineers, Inc. Engineering Construction Services, Inc. CALCULATED BY DATE LiC. #AA-0002419 • #EB-0006274 • #CG 059791 2200 Front Street • Suite 300 • Melbourne, Florida 32901 CHECKED BY DATE (321) 757-3034 • FAX (321) 757-3088 www.maiflorida.com SCALE FIy,TLL�E cistt..c_ ..a'i lotJ ?Es. CAF)LE H03, 1 aF 2001 f-LolDlt ?LLMBitAC, Cc - C,L A i t== July 27, 2012 To: Glenn Perino City of Cape Canaveral Building Department From: David T Menzel President MAI Architects Engineers, Inc. Ref: Beach Wave We have made the following modifications to the plans. 1 . Additional water closets, urinals and sinks have been added, see attached calculation sheet. 2. design wind pressures have been added to drawing S-300 3. UL rating for demising wall was added to drawing A-101 Should you have any questions, please call me at 321-863-2809 Date: Vok(e/7.p! CITY OF CAPE CANAVERAL Capital Expansion Trust Fund Impact Fees & Sewer Impact Fees Project Name: ,6��,�f Permit Number: a_44 Property Owner: alitAL �� / - - 44 Address of Job Site: Wot ukuk (01 - 104 CONSTRUCTION CLASSIFICATION: Residential: Non-Residential: (V 1(n,Boo Calculation of Capital Expansion Impact Fees (fund 302) (Prepared by the Building Department) PARKS & RECREATION: $ \i/4 LIBRARY: $ IffA GENERAL GOVERNMENT,14 2s. x $ 2(12(p.-40 POLICE . ( 10.0 $ FIRE/RESCUE $ APS, mak AERIAL FIRE TRUCK - } $ � 10'7.0 TOTAL CAPITAL EXPANSION IMPACT FEES $ S4Z.40 Calculation of Sewer Impact Fees (fund 401) (Prepared by the Building Department) SEWER IMPACT-RESIDENTIAL $ N/A ►.bw W-a,,,N0,,,,-rW R IMPACT-COMMERCIAL $ J 9,71.(v4- cr. (o84a � 9Z .�3 �"`` i-. SEWER TAP FEE $ Al/At -ete a-i`'"te TOTAL SEWER IMPACT FEES $ .bet .1�-_ _ Q,I- : c& d,j 5cvG,t hca.46 4aa a,terA.. Date: 144 (�►3 CITY OF CAPE CANAVERAL Capital Expansion Trust Fund Impact Fees & Sewer Impact Fees Project Name: Beafa r�o� 2, [ n��: Piet.n P Permit Number: QQ55 Property Owner: tnalk,,i 3.241 Address of Job Site: fl0 l ,4� m� k. (.c,tavl, E 03 (J oz Loa) CONSTRUCTION CLASSIFICATION: Residential: Non-Residential: Calculation of Capital Expansion Impact Fees (fund 302) (Prepared by the Building Department) PARKS & RECREATION: $ 4 LIBRARY: $ �✓�<+ GENERAL GOVERNMENT $ 4A. POLICE $ A1/4* FIRE/RESCUE $ i✓�k AERIAL FIRE TRUCK $ N;6 TOTAL CAPITAL EXPANSION IMPACT FEES $ nVA Calculation of Sewer Impact Fees (fund 401) (Prepared by the Building Department) SEWER IMPACT-RESIDENTIAL $ r�a S_EWER IMPACT-COMMERCIAL $ 1' 71.401 l f X6 ao2�. SEWER TAP FEE $ TOTAL SEWER IMPACT FEES $ Thursday,September 26,2013 10:38:04 AM based on 547-4 Electrical Permit 547-:.i. /r0M9 Plumbing Permit 547-0.l nochanical 547-n Plan Check Fen Total Permit Feu --------- Sewer Impact Pee 531-03 . _ Sewer Tap Lee 5":cro Total ;:ewer Fee 4 .1aa'4000 _ Fire Impact Fee 537-03 A 7.5746. Yie Impact Fee 537-05 _ — Total Fire Impact Fee _ _ Radon Trust Lind (rt, Statutes) 1 cent per 3(plillo foot under-roof 75700 CITY OF CAPE CANAVERAL BUILDING DEPARTMENT Sanitary Sewer Permit WOW Date 12- 18-90 Permit N° 1736 Issued to James Allen Address 931 Bali Road Cocoa Beach, FL 32931 one connection at 8801 Astronaut Boulevard Legal Description Lot Parcel 75glock Subd. Jungle Village Classification C-1 BP No. 6950 5 Bathrooms Single Dwelling Extra Baths Multiple Dwelling — Class I ( ): Class II ( No. units No. units Hotel or Motel ( ) Public Bldg. No. units Trailer Park ( ) Dormitory Sewer Impact Fee $4, 557.00 No. units Sewer Tap Fee $ 25. 00 Assembly Hall Commercial X $4,582.00 Industrial School _ _ s In consideration of permission given James Allen do hereby agree to construct said work in co lance with the provisions of the Plumbing Ordinance of the City • C pe Canaveral, FI• ' Vress 931 Bali Rd. Cocoa Beach �•�/•rte• / - — •dd Signer Owner Pl2lnida1 D 12 - 1 s3 6 15 , CITY OF CAPE CANAVERAL ==- - AT-RISK ACKNOWLEDGEMENT AFFIDAVIT For: BUILDING PERMIT City of Cape Canaveral Building Department 7510 N.Atlantic Ave. Cape Canaveral,FL 32920 (321) 868-1222 You may fax this form to: (321) 868-1247. Date: /0//00,1 Project Address: 46660 I A‘.6rofloat j it'd I, Ah r,r (9t J , hereby submit this At-Risk Acknowledgement Affidavit for the (Applicant's name-PLEASE PRINT) project described above. • The issuance of the permit does not relieve any requirement for normally required tests and inspections. • The permit will be issued at the discretion of the Building Official. • The permit does not authorize any work beyond that which is specified on the permit. • This form is not a permit. Description of work/special conditions/considerations warranting a request for an At-Risk Acknowledgement Permit: MP f,Sk I an tCtKinyI 4/1tit 1 w;11 reed fo lei 01 101 SOP ,'-e W;i-V^ 9D (1A,IS (P_4Qns;un it nPedeAJ P+ 6i'f e On of ro&' I W 1 art, 110-(- (,vccess1(1l NI recetvtin CA Q61 permit III w;il hire - rev,'S' the ,lri✓ewhy 014,15 thi,i are 4ti,)r✓vl on -i-he Sole 0An I understand that I am requesting an "At-Risk"permit. "At-Risk" means that I proceed at risk of having to perform re-work, at my expense, that complies with the requirements of all applicable law; particularly re-work related to any unforeseen circumstance and/or unrealized contingency. By my signature below I attest that I understand and agree to the conditions set forth herein; and that I expressly Hold Harmless the City of Cape Canaveral from any action arising from or brought under this At-'isk • cknowledgement; and that I am an authorized agent of the property owner. /- ,/,, Signature of Applicant Title D. e For Notary use only: State of Florida, County of Brevard Sworn and subscribed before me this If day of Qc zob�.— ,20 /2, by DSti r`c C94 l Name of Applicant _ who produced identification: or ,/' is personally known to me. Seal: " *` MYCOMMISS #EE094753 W.-,�,-j;_o EXPIRES:August 3,2015 ' Bonded Thru Notary public Underwriters Sig it&-Notary Public At Large G:1BIdg.Dept.FormslAt-risk acknowledgement This form may be duplicated. V�- 4rkcEjNor J . � City of Cape Canaveral ft/4' Community Development Department y Cm of / CAPE CANAVERAL October 23,2012 Mr. David T. Menzel, President MAI Design Build, Inc. 2200 Front Street, Suite 300 Melbourne,Florida 32901 RE: LETTER OF CONDITIONAL APPROVAL OF BEACHWAVE COMPLEX SITE PLAN SET DATED AUGUST 20, 2012 Dear Mr. Menzel: The Beachwave Complex Site Plan Set dated August 20, 2012 is granted approval with the following conditions: 1. Obtain FDOT State Highway Access Connection permit and stormwater drainage permit. 2. Submission of 5 copies of revised site plan set to include revisions to drainage as agreed to by City Engineer John Pekar and Public Works Director Jeff Ratliff. Plans shall also depict solution to stormwater drainage issue to be resolved with FDOT. 3. Provide executed At-Risk Acknowledgement Affidavit prior to any site work or construction. Per section 110-223(i), the applicant shall have 90 days from the date of conditional site plan approval to satisfy any such conditions and/or contingencies. Please call me at (321) 868-1206 or e-mail me at b.brownrcityofcapecanaveral.org should you have any questions or need additional information. Sincerely, Barry Br Planning and Zoning Director cc: Mosh Gal 7510 N.Atlantic Avenue • Post Office Box 326 • Cape Canaveral, FL 32920-0326 Building&Code Enforcement: (321) 868-1222 • Planning& Development(321) 868-1206 • Fax & Inspection: (321) 868-1247 www.ciryofcapecanaveral.org • email:ccapecanaveral@cfl.rr.com COPY ;Fr.I 2013008342.OR BK 6777 PAGE 1120, secerded t)'$11/.2.013 at 04 51 PM Scott E16s. ..lark of Courts Brevard County 4 Fgs NOTICE OF COMMENCEMENT STATE OF FI2ida COUNTY OF Brevard THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property:(legal description of property,and street address if available) 24 37 15 00 00817 0-0000 8801 Astronaut Blvd. ... -Cape Canaveral . .. . Florida _ 2. General description of improvement: New Building Construction 3. Qwner_infomtation_ _._._.. a. Name and address: Oshrl Gal F,gtreme.-Fnn_. L.T.0 185 W Cocoa Beach Cswy Cocoa Beach _ Florida b. Phone number: 321-783-1848 c. Name and address of fee simple titleholder(if other than owner): N/A — 4. Contractor: _ a. Name and address: Doug Wilson Enterprises, Inc. 6121N.Atlantic Ave.Ste 102 Cape Canaveral Florida b. Phone number: _321-7.83-0903 5. Surety: a. Name and address: N/A b. Amount of bond$ _- c. Phone number: 6. Lender: a. Name and address: N/A b. Phone number: 7. Persons with the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: a. Name and address: b. Phone number: 8. In addition to himself,Owner designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(h). Florida Statutes: a Name and address: Doug Wilson Enterprises, Inc. 6121 Al___ltlantjl- Ave.. Str_lp? Capp Canaveral b. Phone number: X21-783-0903 Fl. 32920 9. Expiration date of notice of commencement(the expiration date is one(I)year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF TILE 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 INSP.:4 ON. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WI' �' RECORDI ,YOUR NOTICE OF COMMENCEMENT. kr A. •. L Signature of Owner or Ow er': •uthorized Otlist/Director/Par-tner/Manager Signatory's Title/Office_ VICE PRESIDENT The foregoing instrument was acknowledged before me this,'\ day of Q c�c›b•4e..c— , Zo t'2--by (.> \r‘ _'• Carot\ (name of person)as ,e -- rr ;aLa r-..a (type of authority,...e.g. officer,trustee,attorney in fact)for X.>tsxst_,,.,i,_ �s z `\_s_ (name of party on behalf of whom instrument was executed). Signature of Notary Public–State of Florida ,.._ , I1•• ' DOIARES RENEE SIMMON0.S . ` MY COMMISSION N EE 1113291 Print,type,or stamp commissioned name of Notary Public • .. y,Y-= EXPIRES:March 27,2016 / •.,,p;A:.; Londea Thru Notary Pudic urden Iters Personally Known r/ OR Produced Identification Type of identification produced Verification pursuant to Section 92.525,Florida Statutes Under penalties of perjury,I declare that I have read the foregoin t the facts stated in it are true to the best of my knowledge and belief L.,/ Si&nnture of(antral sign\ng above VG ENTERPRISES, INC. Certification#CGC1612266 sop/0 RAG ToR TP. O. Box 865 • Cape Canaveral, FL 32920 .321-783-0903 •FAX 321-783-7941 VIL ICON GENERA LETTER OF TRANSMITTAL Date: 03/29/13 DWE Job# 12-044 Att: Glen Perreno Re: Beachwave Complex TO: City of Cape Canaveral Building Department 7510 N. Atlantic Ave. Cape Canaveral, FL 32920 321-783-7831 WE ARE SENDING YOU XX ATTACHED UNDER SEPARATE COVER VIA Shop Drawings XX Prints Samples Copy of Letter Change Order Other copies date no. description 3 2/15/2013 Anchor Bolt Approval 1 various Compaction Test Results - Bldg. Pad and Footings THESE ARE TRANSMITTED as checked below XX For Approval Approved as Submitted Resubmit copies XX For Your Use Approved as noted Submit copies XX As Requested Returned for corrections ^Return corrected prints For review and comment For Bids Due REMARKS Should you require any additional information please let me know! Thank You !! COPY TO file SIGNED Ti • i y ._ Saunders 0 Project Manager I 0n0 �,, ' ENTERPRISES, INC. Cerflbcation#CGC1612266 QN - gP. O. Box 865 • Cape Canaveral, FL 32920 •321-783-0903 •FAX 321-783-7941 WI i°7 C°141 RECEIVED LETTER OF TRANSMITTAL FEB 1 b 2013 Date: 02/27/13 DWE Job# 12-044 Att: Glen Perreno Re: Beachwave Complex elate TO: City of Cape Canaveral Building Department Q Ol 7510 N. Atlantic Ave. 4, (.14, Cape Canaveral, FL 32920 ,))1, 321-783-7831 WE ARE SENDING YOU XX ATTACHED UNDER SEPARATE COVER VIA Shop Drawings XX Prints 'Samples Copy of Letter Change Order XX Other copies date no. description 2 1/28/2013 Revised Permit Sets 1 1/11/2013 Copy of Recorded Notice of Commencement THESE ARE TRANSMITTED as checked below XX For Approval Approved as Submitted Resubmit copies For Your Use Approved as noted Submit copies As Requested Returned for corrections Return corrected prints For review and comment For Bids Due REMARKS Should you require any additional information please let me know! Thank You !! COPY TO file �- SIGNED imoyly J Saunders/ Project Manager I MAIArchitecture Engineering, Inc. 12200 Front Street. Suite 300 t LETTER OF TRANSMITTAL Melbourne, Florida 32901 (321) 757-3034vFAX (321) 757-3088 LIC.NO.0002419&EB0006274 • 11 0)/4-641 - (DATE: 4,2Q'13 JOB NO.: I ATTENTION: / I ;5224,4011v, oxp___ iRe: ❑ Shop drawings i❑ Specifications I❑ Samples !E] Plans Ar24 X 36 ; ❑ 8 1/2 X 11 ❑ Copy of letter �❑ Change order 10 Other COPIES/QTY DATE NO. -- DESCRIPTION / , l I _ i — , _ - 2a cl •!THESE ARE TRANSMITTED I APPROVED BY: • !As checked below: ❑ For approval _ ❑ DTM ❑ WAA - -- I❑ -- — ❑ For your use I❑ DRD _ IE ACH I❑ 0 As required/requested i❑ CFA I❑ MMM ❑ ❑ Overnight delivery !❑ JPM !❑ MTN i❑ RECEIVED BY: REMARKS: Ali , COPY TO. Min 222,- SIGNED / ' titMCE copy City of Cape Canaveral \:,2-----ks, 7510 N. Atlantic Ave. P O Box 326 Cape Canaveral, Fl. 32920 cnY of CAPE CANAVF?At Phone: 321-868-1222 Fax: 321-868-1247 FIRE PLAN REVISION REVIEW FEE 001-000-329-329200 PAYMENT RECEIPT Date: 1.--5A-1 \ -1,0 L-3 Project Name: Project Address: i iley ,2_,,1c,A_ 4AmouBuilding Permit Number (if applicable): -! 2-4- Amount nt Charged per Section 38-2 $ 2-O . 00 Name of Plan Reviewer: yk ,aut...,.,„„ 5F,11\7\ I G:Voy's Files\Review Fee Receipt.doc / City of Cape Canaveral 7510 N. Atlantic Ave. PO Box 326 Cape Canaveral, Fl. 32920 Fl 01 Phone: 321-868-1222 Fax: 321-868-1247 FIRE PLAN REVISION REVIEW FEE 001-000-329-329200 PAYMENT RECEIPT Date: 4, (2o(3 Project Name: �Q-O-cikOc e____ Project Address: 7fo Building Permit Number (if applicable): q a 4 Amount Charged per Section 38-2 $ 2-0 .00 Name of Plan Reviewer: - � 1/Y� 1 G:Voy's Files\Review Fee Receipt.doc 03/19/2013 1:31 1P11 00019716 Total 288.80 Cash Amount $8.88 Change 8.88 CK 24451 Amount $208.80 ,,--_,„ .,,-. 2- City of Cape Canaveral i I r 7510 N. Atlantic Ave. P O Box 326 Cape Canaveral, Fl. 32920 C TY Of CAPe CANAVEPRL Phone: 321-868-1222 Fax: 321-868-1247 BUILDING CONSTRUCTION PLAN REVISION REVIEW FEE 001-000-369-369200 PAYMENT RECEIPT Date: 57212....O c 3 Project Name: - „N Project Address: -38-6( .,(' Building Permit Number (if applicable): TcP-43 (/a__µ2 W' ' z o,3 Amount Charged per Schedule "B" Fees Chapter 82(D): $ /H2 M �� .oL3 S Z, ��3 Name of Plan Reviewer: .4 ,d.ee— (Note: Review of construction plan revisions shall be charged per 1/2 hour or portion thereof @ $25.00) /I o, • '-t-`J-el frlC44- /4 'moi 16> 1 - y . � u-c-14- 4-411-P �y 5 e N A - G:Uoy's Files\Building Plan Revision Review Receipt.doc - hFi0il;it / City of Cape Canaveral fri A`, __ic' _ 7510 N. Atlantic Ave. POBox326 Cape Canaveral, Fl. 32920 c n or CAPt`H^HVFP4- Phone: 321-868-1222 Fax: 321-868-1247 BUILDING CONSTRUCTION PLAN REVISION REVIEW FEE 001-000-369-369200 PAYMENT RECEIPT Date: 3 / (,��V) Project Name: c 1,`,ckxre C,\,,, a Ciz_iX, Project Address: 0 4 I Building Permit Number (if applicable): c?c 4s ;_(, 12.0, , - ic+e- ll Amount Charged per Schedule "B" Fees Chapter 82(D): $ 3l rZ z�3 -- t 44 a_ >.',ba 31 /512-D13— ( /+2_, Name of Plan Reviewer: (Note: Review of construction plan revisions shall be charged per 1/2 hour or portion thereof @ $25.00) ` �.,� (14 . Vi. � . G:Uoy's Files\Building Plan Revision Review Receipt.doc 04/19/2&313 1:29 F'I1 00d19715 Total 200.8N Cash Amount $0.08 Change 0,88 CY, #24451 Amount $200.00 CANAVERAL FIRE RESCUE Serving the city of Cape Canaveral & Canaveral Port Authority Plan Review To: Building Department Glenn B. Pereno, Plans Examiner From: John J.Cunningham, Fire Marshal Re: 8801 Astronaut Blvd. Beachwave Date: 05-08-2013 We have reviewed the revision dated 04-26-2013, and have no comments at this time. Plan Review Fee: $208.00 Station #1: 190 Jackson Avenue •Cape Canaveral, Florida 32920• (321) 783-4777 • Fax: (321)783-5398 Station #2: 8970 Columbia Road •Cape Canaveral, Florida 32920• (321) 783-4424 • Fax: (321) 783-4887 www.ccvfd.org CANAVERAL FIRE RESCUE Serving the city of Cape Canaveral & Canaveral Port Authority Plan Review To: Building Department Glenn B. Pereno, Plans Examiner From: John J. Cunningham, Fire Marsha Re: 8801 Astronaut Blvd. Beachwave Date: 03-12-2013 We have reviewed the new submittals and have the following comments; 1. Plans still lack the basic requirements out lined in 61G15-32 for fire sprinkler systems and fire alarm system. Plan Review: $208.00 Station#1: 190 Jackson Avenue •Cape Canaveral, Florida 32920 • (321) 783-4777 • Fax: (321) 783-5398 Station#2: 8970 Columbia Road • Cape Canaveral, Florida 32920 • (321) 783-4424 • Fax: (321) 783-4887 www.ccvfd.org City of Cape Canaveral Inter-Office Transmittal To: John Cunningham, Assistant Fire Chef From: Glenn B. Pereno, Plans Examiner/Building Inspector Re: 8801 ASTRONAUT BOULEVARD, NEW COMMERCIAL We Transmit: ®Herewith ❑ In accordance with your request THE FOLLOWING: ®Plans ❑ Specifications ❑ Shop Drawings ®Prints ❑ Copy of Letter ❑ Information ❑ Other These are transmitted for: ®Permit Issue ❑ Record ❑ Information Approval ❑ Use ❑ Distribution ®Review & Comment ( El ) Copies Date Description 1 3/21/2012 New Commercial Building; 16,700 sq.ft. 1 8/15/2012 New submittals, 2nd review 1 10/22/2012 New submittals, 3rd review 1 3/05/2013 Revisions Remarks: 1 i4110. Copies to: By: ler Glenn B. Pereno ORIGINAL January 28, 1013 PROJECT MEMO To: City of Cape Canaveral Building Department Attn: Glen Perreno, Building Official Ref: Beach Wave Complex From: David T Menzel MAI Architects Engineers, Inc. 395 Stan Drive, Suite B Melbourne, Florida 32904 321-863-2809 Attached are 2 sets of plans for Beach Wave. The common bathrooms have been removed and replaced with bathrooms in each of the designated areas. Retail has its own bathrooms as does the arcade area. The drawings that were changed include A-101 and all of the Mechanical, Electrical and Plumbing drawings. The future tenant space does not have any bathrooms shown. These bathrooms will be shown on the tenant improvements plans that will be submitted separately once the the new tenant is identified. Should you have any questions, please call me at 321-863-2809 OFFICE COPY FIELD COPY January 28, 1013 PROJECT MEMO To: City of Cape Canaveral Building Department Attn: Glen Perreno, Building Official Ref: Beach Wave Complex From: David T Menzel �1 MAI Architects Engineers, Inc. 395 Stan Drive, Suite B Melbourne, Florida 32904 321-863-2809 Attached are 2 sets of plans for Beach Wave. The common bathrooms have been removed and replaced with bathrooms in each of the designated areas. Retail has its own bathrooms as does the arcade area. The drawings that were changed include A-101 and all of the Mechanical, Electrical and Plumbing drawings. The future tenant space does not have any bathrooms shown. These bathrooms will be shown on the tenant improvements plans that will be submitted separately once the the new tenant is identified. Should you have any questions, please call me at 321-863-2809 -3,cAei.} VJMi ComPLEX -- IRE_ 1) A-N`P EMPrinted Date: 10/30/2012 GREENHECK Job: Beach Wave Building Value in Air. Product Type: Damper Mark: 1.5VFD-R FD-1 50X1 6 /� Static Rated Fire Damper D+ Application & Design Model FD-150X16(fire damper with integral 16.000 in sleeve)is approved for use in walls,floors,and partitions with fire resistance ratings fess than 3 hours. 2.1 �\ \ D+2 This model carries a 1 1/2 hour UL fire damper label. UL-555 classifies static 1M\III I rated fire dampers for use in HVAC systems that are automatically shut down � ''''''''''','• ,„ in the event of fire. po141 ) UL555 FIRE RESISTANCE RATING Fire Rating:1 1/2 hour Note:When ordering C,CO or CR transitions,they are positioned 1.000 in \ from bottom of sleeve. �, > 16 D • . pe ocatl Codes Approved Notes: All dimensions shown are in units of inches. This model meets the requirements for fire dampers established by: W&H furnished approximately 0.25 in undersized. NFPA Standards 80,90A&101. (sleeve thickness IS included) UL Classified to U.S.and Canadian Safety Standards 555(Listing#R13317) IBC(International Building Codes) CSF -California State Fire Marshal Fire Damper Listing(#3225-0981:102) New York City(MEA Listing#260-91-M) Installation instructions available at www.greenheck.com. CONSTRUCTION FEATURES Transition: R Transition Location: Both Sides Transition Offset(in): 2 Mounting: Vertical Closure Device: Fusible Link Closure Temp.(F): 165 Sleeve Length(in): 16 Sleeve Thickness(ga): 20 Selected Accessories Damper Location(in): 8 Single-Side Loose For UL Sizes,2-Sided For Others,Steel Stud/Masonry,Min. Sizing: Nominal size per UL ID# Tag Qty Dia.(in) Sections Sections A-Dim.(In) Sleeve Length Wide High (In) 4-1 1 12.000 1 I 1 8 16 Tags: CAPS 4.9.2014 O:1Greenheck Jobs\John Mills Jobs\Beach Wave.gcj Page 2 of 2 OFFICE COPY 0 GREENHECK Model FD-150X Static Rated FIRE DAMPERS with Sleeve 11/2 Hour Fire Resistance Rating Application Model FD-150X meets the requirements for fire dampers established by: Model FD-150X is approved for use in walls,floors and partitions with fire resistance ratings less than 3 hours. National Fire Protection Association This model carries a 11/2 hour UL fire damper label. UL 555 (NFPA Standards 80,90A&101) classifies static rated fire dampers for use in HVAC systems IBC International Building Codes that are automatically shut down in the event of fire. New York City(MEA listing#260-91-M) Ratings California State Fire Marshal(Listing#3225-981:102) UL555 Fire Resistance Rating Fire Rating:1 1/2 hours "UL CLASSIFIED(see complete marking on product)" "UL CLASSIFIED to Canadian safety standards(see Standard ConstructionOptionalcomplete marking on product)" Frame Material Galvanized Steel" - Standard 555(Listing#R13317) Frame Depth 3 11/16 in. - (94mm) Blade Material Galvanized steel* - C L US Sleeve Damper Closure Spring Stainless Steel - Fusible Link 165°F(74°C) 212°F or 286°F AllirAgir(100°C)or(141°C) Mounting Vertical Horizontal lir ' *in gauges required by UL listing R-13317 Repla. „ Optional Features Il_v• Sealed transitions and sleeves • Steel stud connection (SSC) • One piece retaining angles(POC) K / •Transitions(B, C,CO, CR, R) Dampor f=Damper Frame •Clean wrap Location ^�' Overall Sleeve Length / 10 In.=FD-150X10 12 in.=FD-150X12 14 In.=FD-150X14 rill ---1In.=FD-150X16 VERTICAL MOUNT •These dimensions are furnished approximately 1/4 In.(6mm)undersize. K 1.11 E Damper Frame 104 Note: Horizontal dampers must be installed with the"K" dimension on the top side as shown(per UL test:see label - on damper).Horizontal dampers must have the access door installed on the top side to facilitate re-opening of the blades should the link melt. y Installation instructions available at www.greenheck.com. SIZING DATA FD-150X TYPE A & B FD-150-X series are normally supplied as single section only. The following chart and illustrations show minimum and maximum damper section size and assembly configurations for multi-section dampers. Size Limitations Type A Type B ,- i Inches(mm) Vertical or Horizontal Iii H• Single Section Minimum 6 x 6 6 x 4 (152 x 152) (152 x 102) Aillillir/W/J` 48 x 48 48 x 42 Maximum (1219 x 1219) (1219 x 1067) These dimensions are furnished approximately 1/4 in.(6mm)undersize. Installation of sizes larger than the maximums shown requires approval of the authority having jurisdiction. Maximum Single Section Maximum Single Section Dimensions Type A Dimensions Type B Ey= I 48 in. 42 in. ■ max. max. -i IL � j IMMO 48 in.max. —I 48 in.max. --I SIZING DATA FD-150X TYPE B Type B Overall Damper Dimensions AI�/I I rrd4 ( o• ll• o1 3(76) 5(127) 23(584) 27(686) 1 , I 4(102) s(152) 2a(610) 26(711) H`ill0• 5(127) 7(178) 25(635) 29(737) 6(152) 8(203) 26(660) 30(762) 7{178} 9(229) 27(686) 31 (787) Ms / 8(203) 10(254) 28(711) 32(813) 9(229) 11 (279) 29(737) 33(838) Puirw. 10(254) 12(305) 30(762) 34(864) 11 (279) 13(330) 31 (787) 36(914) 12(305) 14(356) 32(813) 37(940) 13(330) 15(361) 33(838) 38(965) 14(356) 16(406) 34(864) 39(991) 15(381) 18(457) 35(889) 40(1016) 16(406) 19(483) 36(914) 41 (1041) 17(432) 20(508) 37(940) 42(1067) 18(457) 21 (533) 38(965) 44(1118) 19(483) 22(559) 39(991) 45(1143) 20(508) 23(584) 40(1016) 46(1168) ' /C 21(533) 24(610) 41 (1041) 47(1194) �® 22(559) 26(660) 42(1067) 48(1219) A� *These dimensions are furnished approximately 1/4 in. (6mm)undersize. SIZING DATA FD-150X TYPE C, CO, CR, & R Factory sleeved FD-150X series dampers are available only as single IE—D•+2-01 section dampers. 'Type CR Inches C&CO CR R*1 r.ili I.(mm) Minimum Maximum Minimum Maximum Minimum Maximum Vertical or 6 x 5 46 x 41 6 41 6 46 , Horizontal (152 x 127) (1168 x 1041) (152) (1041) (152) (1168) D• '1 With 2 in.(50mm)offset.Sizes adjust with 1 in.(25mm)offset. F(—w•+2-1j C, CO,CR transitions are positioned 1 in.(25mm)from 'Type CO I 1 bottom of sleeve. ,,-- o* Type R Trp,CR wO l\`_ I w' IE—W+2� 1 �II— V13e C 6 In.min.- H• 0:11].6 In.min. 41 n.max TTT48 In.max. I4—w•—>I Typal" Type CC 4 41 In. ,Ills H•or 0• 0• H•or D* 0• Lmax 3(16) 6(152) 23(584) 28(711) 4(102) 7(178) 24(610) 29(737) 461n. 46 In. max. max. 5(127) 8(203) 25(635) 30(762) 6(152) 9(229) 26(660) 31(787) Steel Stud Connection (SSC) Option 7(178) 10(254) 27(686) 32(813) The Steel Stud Connection(SSC)Option allows fastening of the 8(203) 11(279) 28(711) 33(838) damper sleeve(up to 36 in.W x 36 in. H[914mm x 914mm])directly to 9(229) 12(305) 29(737) 34(864) the wall's steel stud framing. 10(254) 13(330) 30(7sz) 36(914) This option replaces the angles that were previously required for wall installations. 11(279) 14(356) 31(787) 37(940) Steel Stud Wallboard 12(305) 15(381) 32(813) 38(965 Frameli Steel Stud Frame 13(330) 16(406) 33(838) 39(991) l 14(356) 18(457) 34(864) 40(1016) 15(381) 19(483) 35(889) 41(1041) r�� 16(406) 20(508) 36(914) 42(1067) / Retaining Bar Damper 17(432) 21(533) 37(940) 44(1118) 11 Sleeve 18(457) 22(559) 38(965) 45(1143) 19(483) 23(584) 39(991) 46(1168) 20(508) 24(610) 40(1016) 47(1194) II Cross-Section A-A 21(533) 26(660) 41(1041) 48(1219) • 22(559) 27(686) III Steel Stud Wall 'Dimensions are in inches(mm).These dimensions are furnished approximately 1/4 In.(6mm)undersize. op�i/�1 /1� At 1-34GREENHECK ��Copyright®2011 l3reenheck Fan Corporal o FD-150X Rev.10 Oct 2011 Ipa 00.410•Schofek,w5n7&OIIO•M 5339.6171•ersenIteckti. POC RETAINING ANGLE Greenheck's one piece retaining angle,the POC(literally named for being a"Piece of Cake")makes damper installation a breeze.The POC angle is designed by fastening four pieces together to form one piece.When installed the angles simply wraps around the sleeve of the damper and is fastened in place. Construction 20 ga.(1mm)or 16 ga. (1.5mm)galvanized steel. , 11/2 in.x 11/4 in. (38mm x 32mm)or 21/2 in.x 11/2 in.(64mm x 38mm)for sizes greater than 48 inches(1219mm) Retaining angles for 11/2 hour rated fire and combination fire smoke dampers with a width and height 48 in. (1219mm)or less must be a minimum of 20 ga. (1mm)steel. Retaining angles for all 3 hour rated dampers and all dampers with a width or height greater than 48 in.(1219mm)must be a minimum of 16 ga. (1.5mm). If damper width plus damper height is less than or equal to 44 in. t.i (1117mm)then the POC angles ships in one piece. If damper width plus damper height is greater than e 44 in. (1117mm)then the POC angles ships in two pieces. e " e Meets requirements of UL 555 and UL 555S. e oti Retaining angle as shipped from factory.The four sides are connected together by rivets in three corners allowing for easy installation. POC Mounting Angle Sleeve Fire-Rated Wall 1 • • Convenient Prepunched • Mounting Holes Retaining angle as mounted in the field.The POC angle wraps around the sleeve.The factory provides prepunched mounting holes to further simplify installation. f � ! Available retaining angle option: • Loose-Angle/s ships unattached to the damper. •Single-Fastened-Angles ships mechanically fastened to the damper sleeve at a specified location. SI.41141 Mechanically fastened 1111°1 along this surface row(4 sides) •Wrapped -Angle is wrapped around the damper sleeve and tied together. v II --.6111111— •f— Tied here I OI:p iQ Copyright 49(1960)".. POC Rev.6 December 2 ' 'e-.- Florida Department of Transportation RICK SCOTT 555 Camp Road ANANTH PRASAD,P.E. GOVERNOR Cocoa, FL 32927 SECRETARY October 17, 2013 Mr. Mosh Gail Xtreme fun, LLC 185 Cocoa Beach Causeway Cocoa Beach, FL 32931 Re: 2012-A-590-1 (Driveway) Beachwave Complex SR AlA Section 70080 Mr. Gal, On October 17, 2013, our FDOT Permit Department inspected and accepted the above referenced project. If you have any questions, please call the permit department at 321-634-6062. \ti hank you, Poi .c --- i ack West Permit Manager, Brevard Operations JW:dm cc: David Menzel/MAI Glenn Pereno/City of Cape Canaveral I www.dot.state.fl.us U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expiration Date:July 31, 2015 National Flood Insumncc Program IMPORTANT:Follow the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name XTREME Fun LLC Policy Number: . A2. Building Street Address(including_Apt..Unit,Suite,and/or Bldg.No.)or P0.Route and Box No. Company NAIC Number: 8o01 Astronaut Blvd, nit 103 City Cape Canaveral State FL ZIP Code 32930 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description.etc.) Tax Parcel ID 24-37-15-00-00817.0-0000.00 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Retail A5. Latitude/Longitude:Lat. 28^23'49 43"N Long. 80^36'49.53"W Horizontal Datum: ❑NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq ft a) Square footage of attached garage NA sq ft b) Number of permanent flood openings in the crawlspace NA b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in d) Engineered flood openings? ❑Yes ®No d) Engineered flood openings? 0 Yes ®No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION 61. NFIP Community Name&Community Number B2.County Name B3.State City of Cape Canaveral, 125094 Brevard Florida 64. Map/Panel Number 65.Suffix 66.FIRM Index Date 67.FIRM Panel Effective/ 68.Flood Zone(s) 69.Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) 12009C0313 E 04/03/1989 04/03/1989 X NA 810.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑FIS Profile ®FIRM 0 Community Determined ❑Other/Source: 611.Indicate elevation datum used for BFE in Item 69: 0 NGVD 1929 ®NAVD 1988 ❑Other/Source: 612.1s the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date: / / 0 CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: 0 Construction Drawings* ❑Building Under Construction* E Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE.AR/A1-A30,AR/AH,AR/A0.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only.enter meters. Benchmark Utilized: Brevard County Benchmark E7A0 Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a)through h)below. 0 NGVD 1929 ®NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 9 . 0 ®feet 0 meters b) Top of the next higher floor NA . 0 feet 0 meters c) Bottom of the lowest horizontal structural member(V Zones only) NA . 0 feet 0 meters d) Attached garage(top of slab) NA . 0 feet 0 meters e) Lowest elevation of machinery or equipment servicing the building 8 . 32 ®feet 0 meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 8 . 25 ..4 feet 0 meters g) Highest adjacent(finished)grade next to building(HAG) 8 . 80 E feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including NA 0 feet ❑meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation t t. information.I certify that the information on this Certificate represents my best efforts to interpret the data available. • f.(,;�""«,.". l • I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. C`- c*° �1. 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a •<c {,r,-.� :�•i s , ❑Check here if attachments. licensed land surveyor? ®Yes 0 No _ : "`' • •• • . n Certifier's Name License Number i '!..`.....$... Christopher S.Bowe P.L.S. 5990 s' vT6f. Title Company Name Vice President,C Surveyor Morgan&Associates Conuslting En ineers,Inc. ',oRE1 C,r: Address City State ZIP Code • '<.7.a•*ro`*sett F 504 N. Harbor Blvd Melbourn FL 32935 ,;,;• �Cnal A-7'''--- Signature Date Telephone - 70 /0 13 (321)751-6088 FEMA Form 08 -33(Revised 7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 8801 Astronaut Blvd, Unit 103 City State ZIP Code Company NAIC Number: Cape Canaveral FL 32930 SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments Signature Date /0//0/3 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El—E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items El—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. El.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is 0 feet 0 meters 0 above or 0 below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is El feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is 0 feet ❑meters ❑above or 0 below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 above or 0 below the HAG. E5.Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments 0 Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of thig Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. Gl. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. 0 A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued G6.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction 0 Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: 0 feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: 0 feet ❑meters Datum G10.Community's design flood elevation: 0 feet El meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments 0 Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. Susan Chapman From: Susan Chapman Sent: Tuesday, October 01, 2013 11:35 AM To: Glenn Pereno; Tim Saunders; beachwavecb@gmail.com Cc: Barry Brown; Dave Mezel, MAI Engineering Subject: Beachwave - County Impact Fees Attachments: 8801 Astronaut Blvd - development history & payment of Brevard County Impact Fees.pdf; Beachwave Complex Site Plan Set Approval, dtd 10-3-2012.pdf Importance: High Good Morning Everyone, Planning & Zoning Director, Barry Brown will need to provide the requested stamped approved site plan set or letter of approval upon his return from vacation on Monday, October 7th Project Engineer, David Menzel, MAI Engineering may have the document that Tim is looking for? I located a letter signed by Mr. Brown, which I have attached hereto regarding approval of the site plan set, however it is not the final approval. On a different subject regarding County Impact Fees, because I recalled that this property was originally developed back in the early 1990s, I performed history research of the property. I discovered that in January, 1991 that the site was originally developed, which development included the construction of a 7,500 sq. ft. commercial building. Please see the attached Building Permit for the construction of the building. I have also attached copies of pertinent development information, including a copy of the original paid receipt for Brevard County Impact Fees in the amount of $11,870.58 paid on March 19, 1991. In closing, due to the fact that this site was previously developed and County Impact Fees were already paid, additional impact fees may not be required. I encourage the contractor to provide the attached information to assist the County for this determination. Please let me know if I can be of further assistance. Sincerely, Susan susaw L. CA/apvu.aw Administrative Assistant/Board Secretary Community and Economic Development 7510 N.Atlantic Avenue * P.O. Box 326 Cape Canaveral, FL 32920-0326 Email: S.chapman@cityofcapecanaveral.org Phone: (321)868-1205 * Fax: (321)868-1247 www.cityofcapecanaveral.org CELEBRATING 50 YEARS OF SUN, SPACE& SEA (1963-2013) Before you print this email or attachments,please consider the environment. CO From: Glenn Pereno Sent: Tuesday, October 01, 2013 8:15 AM To: Tim Saunders Cc: Susan Chapman Subject: RE: Beachwave - County Impact Fees Tim: I'm sure we can get a copy of the Approved Site Plan, I'll get with Susan Chapman. In addition,you need to submit an As-Built for the building, signed and sealed by the EOR. I mentioned that at final inspection. Thank you, • At Glenn Pereno,Building Official Community& Economic Development Department City of Cape Canaveral 7510 N.Atlantic Ave. P.O.Box 326 Cape Canaveral,FL 32920 (321)868-1222 x12 (321)868-1247(fax) g.pereno( cityofcapecanaveral.org www.cityofcapecanaveral.org "What a Man does for himself dies with him, but what a Man does for his community Lives forever" Author Unknown From: Tim Saunders [mailto:tsaundersOdwenet.com] Sent: Monday, September 30, 2013 10:41 AM To: Glenn Pereno Subject: Beachwave - County Impact Fees Importance: High 2 Glenn, I am putting together a package for Brevard County so they can determine the impact fees. They are requesting a copy of the stamped and approve site plan. ((stamped copy—will be returned) The approved building permit set does not have complete site plans included. Can I make a copy of the approved site plan set or use to provide to County? Also, I have the hard copies of Paving & Drainage As-Built which I will drop off before lunch. Thank You! ✓`un&a g J Sacrad-eaa/✓xa fed✓(aicage* Doug Wilson Enterprises, Inc. Construction Manager/General Contractor 6121 N. Atlantic Ave., Suite 102 Cape Canaveral, FL 32920 Office: 321-783-0903 Fax: 321-783-7941 Cell: 321-403-2461 Email: tsaundersdwenet.com Florida has a very broad public records law.As a result,any written communication created or received by the City of Cape Canaveralofficials and employees p yees will be made available to the public and/or media upon request,unless otherwise exempt.Under Florida Law,email addresses are public records. If you do not want your email address released in response to a public-records request,do not send electronic email to this entity. Instead,contact our office by phone or in writing. 3 • BUILDING PERMIT APPLILATION Jurisdiction of __ - ` CITY OF CAPE CANAVERAL - _ 4 a N9 6950 105 Polk Avenue TI 0 TELEPHONE: (407) 783-1391 Sec. 15/24S/37E ml JOB ADDRESS — — — - - -- 1 v 8801 Astronaut Boulevard /j DATE: 12-18-90 1 LOT NO. / `^'_w B � TRACT L£GAL (D SFE ATTACHED 1 LESCR. Portion of Parcel Jungle Village M _ C CO Owner Mailing Address Zip Phone ca 0 2 James Allen 931Bali Road Cocoa Beach, FL 32931 783-4482 tv Gen.Contr. Mailing Address s'none258-4343 CP(cense No. 0 3 Donald gyri 6505 Rid ewe Avenu-_Cocoa Beach1FL 32931 783-7691 CGCO27852 _i o Elec.Cont e►r41,.• .dr- -, 22...--1? -go Phone License No. —' oHoog E c ric; o. 05 L7ncln •'venue♦#ape Canaveral ,FL 32920 784-2529 ER0002842 PED C imp.Contr.Contr. Mailing ddress Phone453-3890 License No. 5 Quality Plumbing of Brevard Inc. 487 E. Merritt Island Causeway, MI, FL RFO040557 coG Mech.Contr. - - Mailing Address Phone License No. -. "J 6 to be deyyyt���erm� < Rooting COntr./�( � � ng Aodreac - -- _--� Phone ____ License No. "�S 7 ev el LGI) �'(k1 Iy t TALI . —. ckKIZA 4L - — - _ ¢ Speciaty Contr.(Other) 4--s -/A��, ening Address Phone License No. / J Y ( 63�7 "")(Vfico e E-le.Ckr 1c. ► -, . i '41161 . - ... . ._. _�eQ&3- __EL 8814,.- --- USE OF BUILDING 9 Commercial 10 Class olwork: JpNEW OJADOITION ❑ALTERATION DREPAIR ❑MOVE ❑REMOVE 1 i Describe work: Construct Commercial Building,_and_si_te work per Site Plan approved by P&Z Board on l November 28, 1990. J Complies with Concurrency Management Ordinance (approved application No. 90-017) -- Sewer Sewer Permit No, 173. ^ — NOTE: REQUIRED INSPECTIONS MUST BE ARRANGED 12 Valuation of work: $337500.00 TEL 783-1381: ALLOW 8 HOURS RESPONSE TIME SPECIAL CONDITIONS: ._. _�_ Type of Occupancy Const. CBS Group C-1 Division _� _. Size of Bldg.7,500 No.of 2 Max. (Total)Sq.Ft. Stories-- OcccLoad --- SETBACKS: F R RS LS , Fire Use Fire Sprinklers Applicati. n Accepted By: Plans Checked By: Approved For issuance By Zone Zone Required ❑Yes J No OFFSTAEET PARKING PACES REQUIRED No,of 1 J. •Morgan Same _ _ Same . Dwelling Units_ Covered uncov¢red ( _� NOTICE Special Approvals Required Received Not Required I 1 FOUNDATION SURVEY SHALL 8E SUBMITTED NO LATER THAN FOUR ZONING DAYS AFTER PLACEMENT OF SLAB. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION FIRE DEPT. AUTHORIZED IS NOT COMMENCED WITHIN 6MONTHS,ORIFCONS1RUC- SOIL REPORT TION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD 01 6 OTHER(Specify) _!_ MONTHS - I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THISAPPLICA I ION /711177f 11 Ill j,111111,1L1 ilfit717777111 • D NOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF PERMITS$�FEES CODES LAW- AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BF ---- COM•LIED WITH WHETHER SP IFIED HEREIN OR NOT.THE GRANTING -Building $851.00 Southern Standard• OF A 'ERMIT DOES NOT PRES E TO GIVE AUTHORITY TO VIOLATE OR Electric 150.00 National Electric• CANCEL THE IONS O A Y OTHER STATE OR LOCAL LAW REGU- Plumbing X200.00 Standard Plumbing LAT(•'G CO S Up10 PERFORMANCE OF CONS1 RUCTI N. _ (( -t Mechanical 70.00 Standard Mechanical* r•t a of Contractor or Aut orized ent�(Date) Other 425.50 P1 an Check Fee- Signature of Owner(If Owner Builder) (Date) TOTAL .pts 246.50 -as adopted by ordinance. Fire Impact Fee 537-03(A) $375.00 Radon Trust Fund $75.0 Concurrency Management_ FE1 THIS APPLICATION,WHEN SIGNED, BECOMES A PERMIT TO START WORK: G� r 0 / d )— LOINGIOFFICI LIL NOTICE OF IMPOSITION OF IMPACT SES Z, 1ra4 f • A1tZ[) , hereby acknowledge that I have been informed that pursuant to Brevard County ordinances, that impact fees computed based on the attached fee schedule shall be due and payable prior to a certificate of occupancy for construction pursuant to building permit # (41S0 issued by the City of Cape Canaveral. I further acknowledge that the ordinances provide that the total impact fee for this project must be remitted to Brevard County prior to receiving permanent electrical service and the certificate of occupancy. I further acknowledge that payment will be made at either of the Brevard County Building Division offices located at the Sarno Service Complex, the Central Brevard Service Complex or the Parkway Service Complex, and that payment shall be accompanied by the "Applicant's Copy" of Form A. Two Witnesses: %i1^�' C� ned: Witness: Witness: Or:..... ota Ac n w dgement OF F I,ORI NOTARY PUBLIC STATE OF FLORIDA 4 TY OF BREVARD MY COMMISSION EXP. MAR.22,1993 ti c. :L' • • Before me personally appeared - Q yk7 ) f. r 11eo to me well known and known to me to be the person described in and who executed the foregoing instrument, and acknowledged to and before me that hc_ executed said instrument for the purposes therin expressed. WITNESS my hand and official seal, this IR ' day , of T 11CC.Ci , A.D. 1980 , ..'>>Y„ Nm'ARY PUBLIC STATE OF FLORinA � • ; 3 A t , MY COMMISSION EXP. MAR.22.1933 L . r My Commission Expires Notary Public • ,r;' State of Florida %.011 U'- • 7-88CC(New 2!891 WHITE COPY•Building Dept. YEL.OW COPY-Applicant PINK COPY-County I �r - - PORN A BREVARD COUNTY, PLANNING i DEVELOPMENT SERVICES DEPARTMENT IliPAQT_FIL_APPLISAIWIL (TO BE COMPLETED BY APPLICANT) LOCATION OF SUBJECT PROPERTY: APPLICANT'S I//r4/ --5-%/71€S L [ UNINCORPORATED NAME Last First M.I. [/] INCORPORATED CITY N I ' /.'- .,L OWNER'S 1/e.,,/ ,AIX.S PROPERTY ADDRESS: g/0/ /75.1, dA'4y'-} ; y, . NAME: Last First M.I. OWNER'S ADDRESS: 3/ f&i, LEGAL DESCRIPTION: ..00A/7 . 1� . Twiny RNG IQ SEC 45- 4 " SUB pt, SUB NAME TELEPHONE # (OWNER) : 7 '3-Y BLK 'J o PARCEL/LOT # (APPLICANT) 3 30/- CHECK TYPE OP PROTECT AND ATTACEXEUTI [ ) NEW SINGLE FAMILY, MOBILE HOME/MANUFACTURED HOME, ATTACH BUILDING PERMIT APPLICATION. [ ] MULTI-FAMILY INCORPORATED-ATTACH APPROVED SITE DEVELOPMENT PLAN; UNINCORPORATED-ATTACH BUILDING PERMIT APPLICATION, APPROVED SITE DEVELOPMENT PLAN # (i4' COMMERCIAL, INDUSTRIAL, OR EXPANSIONS. INCORPORATED-ATTACH APPROVED SITE DEVELOPMENT PLAN; UNINCORPORATED-ATTACH BUILDING PERMIT APPLICATION, APPROVED SITE DEVELOPMENT PLAN # ( ] FEE ADJUSTMENTS CLAIMED CREDIT [ ] (ATTACH SUPPORTING DOCUMENTS) I HEREBY CERTIFY THAT ALL OF THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE: 7) Y 3//9/7/ APPLICANT'S SIGNATURE DATE (OPYICIAL USE ONLY) FEE ASSIGNMENT IMPACT PEE DISTRICTS: ROADS: 1 ( ] 6 ( ] EMS: 1 [ ] 5 [ ) CORR. : 1 [ ] 2 [ ] 7 [ ] 2 [ ] 6 [ ] 3 [ ) 8 [ ] 3 [ ] 7 [ ] 4 ( ] 9 [ ] 4 [ ] 8 [ 5 [ ) 10 [ ) ^ Q CONTROL # C a O�/ 1 LAND USE SUMMARY RES. (UNITS) : NON-RES. (SQ. FT.) : JLPACT FEE AMOUFI BUILDING PERMIT AMOUNT ROADS $ BUILDING PERMIT EMS $ BUILDING PERMIT $ COR. FAC. $ PUBLIC WORKS $ SUB-TOTAL $ RADON GAS CREDITS $ AND OR STATE FEES $ MISC. FEES $ TOTAL IMPACT FEE $ IMPACT BALANCE DUE $ TOTAL BUILDING FEE $ BUILDING BAL. DUE $ APPROVED BY: TOTAL IMPACT FEE $ TOTAL BUILDING PERMIT FEE $ TOTAL IMPACT FEE & BUILDING PERMIT FEE $ CONTROL # PERSON ACCEPTING FEE: DATE: INFORMATION REGARDING THE COMPLETION OF THIS OR OTHER FORMS CALL 453-9508. White copy - Building Department Yellow copy - Applicant Pink copy - County 0- IMPACT/RIItI O1Nf PFRMTT rErr: PLT01GM IMPACT ;"EE ( PAYMENT FrCCT"T) E)IITLOEN(, I'FRMTT FEE PO POAD'. $ I 1 R9? 71 rP ; n,:pf“ r Ower $ 0 00 IM. 1. 0- 00 IJ rr,.h,.., I Err,. I: 0 NIA r nl?R FAC . $ 276 . 8? r; F'NV1FON $ 0 . 00 '..LJ OI PO.;AI $: 0 .00 CS IAN() W.,1 4, 0 oc '.UE: TOTAL $ 118 /0 .S8 CONrURRENrY $ 0 .00 rpf cvl s 0 .00 NJF'ILiI Wn14. $ 0 00 O1131 I. OTNG PF RMT1 $ 0 . 00 rnnnN T. 0 . mo rorAl. IMPACT FE:- $ 11 :; '0 . 1:.2 TOTAL full 0 FFF . 0 00 IMPACT BAL . DUE $ 0.00 BUILD BAL . DUE $ 0. 00 r;li' D F T PI A'•ON: TOTAL. FFF,S $ 11870 .',£ APPROVED ON/ . Pc C ONTROf NO . - C O0 '0Y9. I rf•:AI nF ;C ''4 3 /1500 7'i0 de.poi t area: C RI/T( 11TNO PFRMTT no . : TT0l7RSS00RRRBRBLI LI.L( PROP . AODRE HOUSE NO . : 880J "TRFrT: A^TRONA1JT TYPE: £LVO DIRECTION : APP . NO . : CI1Y : CAPE CANAVERAL IMPACT FFF PAYMENT- 1. 12/0 . 5:3 Foul () PL:RMIT 1'LE PAYMENT . 0.00 CHECK NO. : 229 PFP'.ON ACCFP11NG FFE : PEA'. DATE : :)1031.9 (YYMMOD) ?%o a co OA �� - Impact C . , - o nS� OP A {1D o fees ;� NCE q +5 %,°s City of Cape Canaveral Community44,j / Development De artment 'I p I .,1 J CITY OF CAPE CANAVERAL October 3, 2012 Mr. David T. Menzel, President MM Design Build, Inc. 2200 Front Street, Suite 300 Melbourne, Florida 32901 RE: STATUS OF BEACHWAVE COMPLEX SITE PLAN SET APPROVAL Dear Mr. Menzel: With the exception of the FDOT permit, the City is ready to approve the Beachwave Complex site plan set. Please call me at (321) 868-1206 or e-mail me at b.brown@cityofcapecanaveral.org should you have any questions or need additional information. Sin -rely, Air . - Barry Bri' 1 Planning and Zoning Director cc: Mosh Gal 0 7510 N.Atlantic Avenue • Post Office Box 326 • Cape Canaveral, FL 32920-0326 Building&Code Enforcement: (321) 868-1222 • Planning& Development (321) 868-1206• Fax & Inspection: (321) 868-1247 www.cityofcapecanaveral.org • email:ccapecanaveral@cfl.rr.com - RECEIPT FaAspo a Ion mpact ees Po'v4A .� Remain Due Unless the O BREVARD COUNTY Certificate of Occupancy is C 2725 JUDGE FRAN JAMIESON WAY Obtained by December 31 ..a , 2015. `f` VIERA, FL 32940 =1`" Y Application: 13IFC-00661 Application Type: Development/Impact Fees/Incorporated/Commercial Address: 8801 ASTRONAUT BLVD,UNIT#101,CAPE CANAVERAL,FL 32920 Receipt No.: 344776 VA 4-0 Payment Method Ref Number Amount Paid Payment Date Cashier ID Comments Check 100194 $11,177.03 10x04/2013 NAOMI.ADKIN C'-� S L', Owner Info.: XTREME FUN LLCri 185 COCOA BEACH CSWY COCOA BCH,FL 32931 0 % Work Description: City of Cape Canaveral building permit#9243 date 10/31/2012 0 Total square footage-16,800 sf(Retail 14,050 sf and restaurant 2,750 sl) C?C�. S., Credit given for demo 7,500 sf building >G? , Cr";-;e, [ Invoice# Invoice Date Period Fee Item Fee 348902 03-Oct-13 FINAL CORR Fee Commercial $3,442.79 FINAL EMS Fee Commercial $1,84824 Subtotal: $5,291.03 348904 03-Oct-13 FINAL Solid Waste Fee Commercial $5,886.00 Subtotal: $5,886.00 Total Fee: $11,177.03 *Note: Additional Fees may apply to obtain a Certificate of Completion, a Certificate of Occupancy,or a Final Building Inspection. Please call the Central Cashier to verify. Contact Numbers Building Dept.—633-2072,Central Cashier—633-2068,Code Enforcement—633-2086, Land Development—633-2065,Licensing,Regulation,and Enforcement—633-2058 Transportation Impact Fees Remain Due Unless the Certificate of Occupancy is Obtained by December 31, 2015. BC_Receipt -. t ePwn'�O t 1 \% :;+os3 ,; n. BREVARD COUNTY BOARD OF COMMISSIONERS IMPACT FEE ASSESSMENT FORM B-2 Project Name: Beachwave Complex Date: 10/3/2013 ] Prep. by: NJAH/KDD (Site Plan No.: City of Cape Canaveral Site Address: Applicant: Oshri Gal Unincorporated L1 Incorporated Xtreme Fun,LLC Street: 8801 Astronaunt Blvd. Street: 8801 Astronaut Blvd. City: Cape Canaveral,FL 32920 City: Cape Canaveral, FL 32920 Phone: (321)783-1848 / cell 698-0134 Legal Description: RE#2441264 Twn: 24 Rng: 37 Sec: 15 Owner: Oshri Gal Sub-Division: 00 Xtreme Fun,LLC TaxParcel/Blk: 817 Lot: Street: 185 W. Cocoa Beach Cswy. City: Cocoa Beach,FL 32931 Project Description: Phone: (321 ) 783-1848 / cell 698-0134 Retail & Restaurant Size: 16,800 sf Solid Waste Billing Units: IC Units: 3 Land Use Code: 1110 & 2100 Impact Fee Amount: ** NOTES: Transportation: $145,381.95 1. CHANGE OF USE ON THIS PROPERTY Fire/Rescue: $0.00 MANDATES A REVIEW AND MAY REQUIRE Correctional: $3,442.79 ADDITIONAL IMPACT FEE PAYMENT. Emergency Med. Serv.: $1,848.24 2. Payment is required before C.O. orPre-Power, Library Services: $0.00 however, payment cannot be accepted before Solid Waste: $5,886.00 Building Permit is issued. Educational Facilities: $0.00 Sub-Total: $156,558.98 3. If Permit Plan differs from Site Plan, Impact Fee assessment may change. Credits: 4. Fees calculated according to current Brevard County Commissioners approved Impact Fee Schedule. ** Est. Impact Fees: $156,558.98 Comments: The building permit must be issued prior to December 31,2014. A Certificate of Occupancy must be issued prior to December 31, 2015 or transportation impact fees due.Current amount due $11,177.03 Permit No.: #9243 Application No.: 13IFC-00661 Brevard County Impact Fees assessed by: Brevard County Land Development Code Phone: (321) 633-2065, Fax: (321) 633-2052 City of Cape Canaveral-8801 Astronaunt Blvd. Beachwave Complex.xls FORM A - IMPACT FEE APPLICATION BREVARD COUNTY LAND DEVELOPMENT CODE 2725 Judge Fran Jamieson Way,A-119,Vicra,FL 32940,Phone:(321)633-2065,Fax:(321)633-2052 PROJECT NAME: Beachwave Complex CONTROL NUMBER: PERMIT NUMBER: SITE PLAN NUMBER: APPLICANT: Oshri Gal COMPANY: Xtreme Funn, LLC LOCATION OF SUBJECT PROPERTY: Address: 8801 Atronaut Blvd. oo ElUnincorporated Incorporated c City: Cape Canaveral City: Cape Canaveral cAddress: 8801 Astronaut Blvd. State: FL Zip 32920 Telephone: (321 ) 783-1848 o• Cape Canaveral, FL 32920 Fax: ( ) Cell: (321 ) 698-0134 o LEGAL DESCRIPTION: Twn: Rn Sec: OWNER: Oshri Gal g COMPANY: Xtreme Fun, LLC Subdivision: - Parcel 1 Block: Lot: Address: 185 W. Cocoa Beach Cswy. City: Cocoa Beach NState: FL Zip: 32931 r,„ TYPE OF PROJECT: Telephone: (321 ) 783-1848 A i 1'1 ❑ New Single Family Dwelling Fax: ( ) Cell: (321 )698-0134 r-1 u ❑ New Mobile Home ❑ Deeded Lot/0 Leased NOTICE OF IMPOSITION a+ 0 Multi-Family Dwellings BREVARD COUNTY IMPACT FEES I hereby acknowledge that I have been informed that Cl Condo 0 Townhouse Ci Apartment pursuant to Brevard County Ordinances, Impact Fees ❑ 1 -2 Stories #of Units: computed based upon the current fee schedule shall be due and payable to Brevard County prior to the ❑ 3 +Stories #of Units: issuance of a certificate of occupancy for construction Commercial Industrial pursuant to a building permit issued by the applicable permitting agency. I further acknowledge that I have Use: MEKCMvTIL /AS.S4AANY been informed that the ordinances provide that this Square Feet. 11,14200 5 .F. c j OTik.) permit is a condition of receiving a certificate of 3 occupancy, and that failure to remit the total fee may Number of Units: preclude the permitting agency from issuing a certificate of occupancy. Additional Information/Comments: 54..e o cLt& t)nit $rQc ot.'+1 Payments may be made at Development Cashier, Government Center,Viera. I HEREBY CERTIFY THAT ALL OF THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. I understand that additional impact fees may be assessed If change of use takes place on property. 0 ER' SI NATURE(Required) DATE Public Works Services Memo TO: Glenn Pereno Building Official FROM: Jeff Ratliff PWS Director DATE: 10/02/13 RE: Site Inspection Beachwave Facility SR AlA Staff conducted a walk-through of the Beachwave Facility on October 2, 2013. Several items were observed which should be corrected/resolved: 1). Additional sod is required along SR Al A, the southern portion of the site and several swale areas. 2). The sidewalk and curbing along West Central Boulevard in the area of the sanitary sewer hook-up requires repair. There are also numerous potholes in the area which require filling. 3). The reclaimed water box/system needs hooked-up in the northeastern corner of the site. 4). Turn arrows (thermo-plastic)need to be placed on the asphalt in the turning lane along SR AlA(as shown on the construction drawings). Please call if you have any questions. October 3, 2013 PROJECT MEMO: To: City of Cape Canaveral Building Department From: David T Menzel PE President MAI Architects Engineers, Inc. 395 Stan drive, Suite B West Melbourne, Florida 32904 321-863-2809 dmenzel@maidesignbuild.com Reference: Beach Wave Complex As Built Certification, Building Shell, Retail and Arcade Spaces To the best of my knowledge, the as built construction of the above referenced project, building shell and interior retail and arcade space, meets the intent of the plans prepared by this office. Should you have any questions, I can be reached at the above referenced number. :- - /3.2073 David T Menzel PE Date 30830 FL October 3, 2013 October 3, 2013 PROJECT MEMO: To: City of Cape Canaveral Planning Department From: David T Menzel PE President MAI Architects Engineers, Inc. 395 Stan drive, Suite B West Melbourne, Florida 32904 321-863-2809 dmenzel@maidesiRnbuild.com Reference: Beach Wave Complex As Built Certification, Site Work To the best of my knowledge, the as built construction of the above referenced project, site work, meets the intent of the plans prepared by this office. Should you have any questions, I can be reached at the above referenced number. 4/1 l�•3-Zof3 David T Menzel PE Date 30830 FL October 3, 2013 A, p 17 Three Sided Fire Door Frame -3ENCh VAVE Co M- L. LABEL DOORS AND FRAMES 1OO 1 April 1,2002 � A i C7 7 CCP') 180 MINUTE MAXIMUM RATING - MASONRY WALLS 90 MINUTE MAXIMUM RATING - DRYWALL WALLS MAXIMUM FRAME SIZES: MASONRY DRYWALL: SINGLE-4'0" (1219) W X 10'0" (3048) H PAIRS-8'0" (2438) W X 10'0" (3048) H DOUBLE EGRESS: PAIRS ONLY- 8'0" (2438) W X 10'0" (3048) H CURRISEAL: SINGLE-4'0" (1219) W X 10'0" (3048) H PAIRS-8'O" (2438) W X 10'0" (3048) H WALL CONSTRUCTION: DRYWALL OR MASONRY WALLS FRAME CORNER CONSTRUCTION: KD, FACE WELD, OR CONTINUOUS WELD ANCHORS: ANY LISTED WELD-IN OR SLIP-IN DRYWALL OR MASONRY TYPE ANCHOR MAY BE USED IN THIS FRAME. MATERIAL: 16 GA. (1.5) MIN. 12 GA. (2.6) MAX. COLD ROLLED OR GALVANIZED STEEL MULLIONS: WELDED OR REMOVABLE HOLLOW METAL MULLIONS ARE PERMITTED. HARDWARE RESTRICTIONS: A) HINGES: STEEL (BALL BEARING - OIL LIGHT BUSHING) TYPE, POCKET PIVOT TYPE, STANDARD PIVOT TYPE, ANCHOR TYPE, AND CONTINUOUS TYPE. B) CLOSERS: CLOSERS ARE REQUIRED ON ALL FRAMES WHICH ARE TO BE FIRE LABELED, REGARDLESS OF THE HOURLY RATING. IF A LABEL APPROVED REINFORCEMENT IS NOT PROVIDED, THE CLOSER MUST BE THROUGH-BOLTED TO THE FRAME. IN LIEU OF A CLOSER, SPRING HINGES MUST BE USED. C) STRIKES: STANDARD STRIKES FOR VARIOUS TYPES OF LISTED HARDWARE MAY BE USED. D) HARDWARE MULLION: IT IS PERMISSIBLE TO USE A LISTED HARDWARE MULLION IN A PAIR CONFIGURATION. NOTE: ANY HARDWARE WHICH IS TO BE USED ON FIRE RATED DOORS AND FRAMES SHOULD BE CONFIRMED FOR LABEL APPROVAL USING THE LATEST EDITION OF THE U.L. FIRE RESISTIVE DIRECTORY VOL. 3, OR ITS/WHI DIRECTORY OF LISTED PRODUCTS. FACE WELDING COMPLETELY ASSEMBLED AND INSTALLED KD FRAMES IN THE FIELD IS AN ACCEPTABLE PRACTICE, CONTACT FACTORY FOR DETAILS. ASSA ABLOY An ASSAABLOY Group company (-CURRIES S&& B for • Masonry • • Masonry Masonry/ Flush Frames CURRIES® offers a complete line of flush frames that are available in 18 16 14, and 12 gauge cold-rolled or galvannealed steel and in 16 stainless steel. Frames can be knocked down, set up and spot welded at miters, or set up and arc welded at miters and ground smooth. The 12 gauge frames are saw miter welded or saw butt end welded, corner construction only. They are available for either 1-3/8" (35) or 1-3/4" (44) thick doors. CURRIES frames are manufactured for all wall conditions such as masonry, steel stud, wood stud, and poured concrete. Narrow Face Frames Identical profile jambs and heads 1" face throug 2" face in 1/8" increments are now available KD,J G and MK profile. Frame Sizes Frame sizes are available to match door sizes, in any combination of singles or pairs. Non-Standard width or height frames are available on special order. Specifications Frames shall be M Series as manufactured by CURRIES of Mason City, Iowa. Frames are to be fabricated of either cold-rolled or galvannealed steel (as specified) of either 18, 16, or 14 gauge. Joints are to be diemitered with integral tabs for reinforcement and interlocking of the jambs to the head. 12 gauge frames are saw miter or saw butt end corner construction. Frames shall be knock-down or set-up and welded. Frames shall be thoroughly cleaned and receive an iron phosphate treatment prior to receiving one coat of baked on prime paint. Frames are to be reinforced only for surface mounted hardware, with drilling and tapping to be done in the field by others. Metal plaster guards are to be provided for all mortise cutouts. Minimum requirements for hardware reinforcements are to be as follows: Hinge Reinforcing-7 gauge, Lock Strike Reinforcing-14 gauge conforming to template requirements and closer reinforcing-14 gauge. Anchors CURRIES offers standard and custom anchor systems to meet almost any job conditions. Anchors are available loose or welded in. r:k • Ywr,T YI.{ f.Nw MOIw'� ~0.0 lt4a.►r OPpi More Info... op • Masonry Frames Tech Data.odf(153 kB) / p M SERIES FLUSH FRAMES I 48(Of ORNAL ON NON-LABEL FRAMES) Specifications MASONRY K.D. Frames shall be M series as manufactured by CURRIES of Mason City,Iowa.Frames are to M-FRAME CORNER DETAIL • be fabricated of either cold-rolled or galvannealed steel(as specified)of either 18,16,or 14 - gauge.Joints are to be die-mitered with integral tabs for reinforcement and interlocking of the jambs to the head(KD).12 gauge frames are saw miter or saw butt end corner construction. 400. i Frames shall be knock-down or set-up and welded.Frames shall be thoroughly cleaned and receive an iron phosphate treatment prior to receiving one coat of baked on prime paint. Frames are to be reinforced only for surface mounted hardware,with drilling and tapping to be done in the field by others.Metal plaster guards are to be provided for all mortise cutouts.Minimum requirements for hardware reinforcements are to be as follows:Hinge Reinforcing- 7 gauge x 1-5/W'(41)x 10"(245),Lock Strike Reinforcing-14 gauge conforming to template requirements and closer reinforcing-12 gauge. (1111e°1111104 ', I I,, SPOT WELDS l'I'lltirti;'''' ' IHf 5 V 16 GA. ; '') CORNER41i REINF. HEAD FILLER CLIP 2'FACE HEAD CORNER 4'FACE HEAD `� ASSEMBLY 48 SCREW I' ill.�I BENDTABS TOWARD HEAD / 0 HEAD FILLER / / BEYO d EEND OF 16 HEAD ` 0.4 ► NDS 0 _._ HEAD N.MAKE 1T -..t, 44 RETURFLUSHN. WITH JAMB /, RETURN. -„, , JAMB 404 0 rn 0 0 JOB NO. PROJECT LOCATION SHEET NO. OF CC-A8042 cuRR'ES® C-034 V '\ raftMaster A CraftMaster Flush Doors pciv.. Birch Flush Doors • Available in 6'8"7'0"and 8"0"passage and bifold sizes. • Premium grade rotary cut natural Birch. • 2-ply skins with an MDF back. o • Offered in clear wood.finger joint or MD- stiles and rails. •► , • Available in 20 45 60-or 90-minute fire _T ratings as per In rtek WH specifications, c®us Intertek •koume/ ••• lush -••rs • Available in 6"8'TO"and 8"0"passage and bifold sizes. • Grade A rotary cut Okourne/Lauan. Oak Frush Deo,-Urfinish^-d • 2-ply skins with an MDF back • Offered in clear wood,finger joint or MDF stiles and rails. • Available in 20-,45-,60-or 90-minute fire ratings as per Intertek WH specifications. Oak Flush Doors • Available in 6'8"TO"and 8"0"passage and bifold sizes. • AA/AB plain sliced Red Oak. • 2-ply skins with an MDF back. • Offered in clear wood,finger joint or MDF stiles arid rails. • Available in 20-.45-.60-or 90-minute fire ratings as per IntertekWH specifications. Primed Hardboard Flush Doors • • Available in 6'8'7"0"and 8"0"passage and bifold sizes. t.'.'''' • Primed hai dboard or primed ML)F will be supplied al mill option • Offered in finger joint or MDF stiles and rails. • Available in 20-.45-.60-or 90-minute fire ratings as per Intertek WH specifications. 'i... :.-Ie/Leuan Bifold Door-Stained I. OFFICE COPY 19 E-• 5-Year Limited Warranty - Molded Interior Doors r 2-Year Limited Warranty - Flush and Stile & Rail Interior Doors ...- 1060:0,-; Products Covered:CraftMaster Molded,Flush and Stile&Rail The foregoing disclaimer of Implied warranties shall not be applicable Interior Doors,whicn have been constructed to standard specifications to sales subject to Ore Magnuson-Moss WA'rway Act,in which case die including solid core.semi solid and hollow core constructions manufactured by duration of any implied warranties shall be the duration of the limited CraftMaster Manufactunng.Inc.(CMI). warranty or such shorter duration as provided under applicable state law.In addition some states do not allow the exclusion or limitation of incidental or CMI warrants that the door will be free of manufacturing defects in matenal consequential damages.so the above limitation may riot apply to you.These and workmanship for the following periods from date of original purchase:Eve hm.ted warranties give Ire clamant specific legal rights.and you may also (S)years(or molded enter or doors and two V)years for flush and stile and rad have other rights which may vary front state to state. interior doors.This warranty only applies to the original installation of the door. TOLERANCES Note field trimming of bifold and passage doors will void the warranty 1 Width,height.and thickness dimensions:+/-1/16". For CraftMaster stile and rail interior doors.normal characteristics of kiln 2. Squareness(as measured by difference of diagonals):<=1/R", dried wood include,but are not limited to,minor swelling and shrinking 3 Maximum warp of 114`,unless storage.hie idling or finishing can of parts made from wood.raised grain,minor pitch pockets.natural grain be sliowir to cause warp.I he ler rn wa•p•shall include bow.cup, and color variations.Natural expansion and contraction of wood nests's and twist Measuring the amount of warp present in a door shall with variations in climatic and atmospheric conditions such as humidity and be done by placing a straight edge.taut wire.or string on the temperature and is not a defect hereunder: Doors within the tolerances suspected concave face of the coor at any angle(re...horizontally, described below shall also not be deemed defective vertically,diagonally)with the door in its installed positron.l he measurement of bow,cup,and twist shall be made at the point of GENERAL PROVISIONS AND LIMITATIONS maximum distance between the bottom of the straight-edge.taut If a defect occurs.CMI.at its discretion and maximum.will furnish a wire a or string and the face of the door replacement door,repair the door or refund the original purchase pnce 4. Stile.rail,and core show-through(telegraphing)on flush fares shall CMI WILL NOT PAYTHE COSTS OF LABOR,INSTALLATION not be considered a defect unless the faces of the door vary from OR FINISHING FOR ANY REPLACEMENT DOOR a true plane in excess of 1/10(Y in any three inch span. This warranty does not cover the following: FINISHING OPTIONS FOR CRAFTMASTER STILE&RAIL (a) Any defects in the coatings or field finishes on the door and accessories. INTERIOR DOORS (b) Color variation oe the appearance of high gloss on Pre-Finished moldeu You may choose hum a wide variety of slams or paints to line's Cr a•tteastei interior doors stile and rail doors.Paint dealers have a broad selection of color chips (e) Natural vet union re the c oke and texture of wood veneer s. on hand to demonstrate the look t-Iat can be achieved when finishing (d) :)ours larger l•Ian 3'0"x!s'U"on grea:er that warp. (raftMaster cute and rail,-terror doorc.Apply either oil-based or Latex (e) _cors over /'0"in hrigl•t installed with fewer than 4!rules. resin-based paints over an oil-based primer(latex or water base primer may (f) now or uusaligni•will in the frame of the lamb as hung. contribute ton sect grarn).Take care in following these finishing instructions. (g} Normal wea-'and tear. Be sun:to evaluate the conditions your CraftMaster stile and rail door will (h) Door damage or failure arising from Improper use.handling nstallation, endure,such as direct exposure to severe climates.before deciding on the or lack of adequate care and maintenance. spec do finish to use. I n•shcs are not cove•c c by CMI'5 warranty. it) Door damage or failure arising from alteration or repair of aoors altered HANDLING,JOB FINISHING AND INSTALLATION by persons other than CMI representatives or authorized service agencies. INSTRUCTIONS FOR INTERIOR DOORS () Doors wile face grooving into or through crossbands on wood veneers. Note that CMTs warranty exrl.,des all damage or fadu e resubutq from (k) Doors maoe with different materials on either side failure to strut tly follow these instnirhnrs (I) Incompatibility of hardware with a particular door construction. (1) Any non gamed specification doors. 1, All ex sides of the,door must he finishes with suitable topcoat or sealer before final use. lo receive warranty service.claims must be made in writing to CMI during 1. Deliver door(s)lo building site alter plaster or cement is dry.II the warranty period and within 60 days of discovery of the defect.Claims doors are stored at lob see for more than one week all edges should be marled to: should be sealed CMI CraftMastee Door Division. Attn•Genic Department 680 Scatter good D-NW Cnnstnnsbui g.VA 240/3 3 t candle with clean gloves and do not drag doors across one another or across other surfaces Atte r ecervrr g are II notice CMI must be given a rt'asont,tble opportunity to 4 Store door s'at on a level su race in a dry well ventilated buildirg. inspect and verify the claim.to expedite the claims process,please provide Cover to keep clean,but allow air circulation. the(ullvwutp,now maliun 1. 1)esu iptvn cl dour. 5. Doors should not be subjected to excessive water abnormal heat. 1. Nance arld add r s til uwrier extreme dryness,humid conditions or sudden changes therein 3. Proof of sale. f hey should be conditioned to average prevailing relative humidity 4 Detailed explanation of defect of the locality before hanging. DISCLAIMER OF IMPLIED WARRANTIES AND LIMITATIONS 6. The utility or structural strength of the door mcst not be impaired OF REMEDIES in the fitting of the door.the application of hardware.ne cutting and The knitted warranty set forth above state the ent re liability of CMI for any altering the door for lights,louvers,panels.or any other special details. product defects. No person rs atrhunzeC to—rake any representa:itm o 7. Two hinges may be usec for hollow core doors weighing less than 50 warranty or behalf of CMI except as expressly set forth above,and ary such pounds or 6'8'in^eight,Solid ror-e door's 6'8`in height and all 77 statement shall not be binding or CML Except as expressly set forth above.CMI doors require 3 hr'ges.All doors greater tha•-/0"regt.ire 4 hinges. makes no warranty of any kind,express or implied,including.w thout limitation. Field tnrmming of Vold and passage doors will void the wa-ranty. any implied war'duty el•••ei chanla:n6ty or iilnt us for a part Lula,pur pose. 8. Before leeching,remove handling marks or'effects of exposure to CMI shall have no liability.under this warranty or otherwise.for any incidental moisture through a thorough.final vtnding over all surfaces of the or consequential damages in connection with any sale of CMI doors duce using a bile gr t sanrtpaper.l..k'an belore appyirig sealer or h•.rsh. 20 OFFICE COPY GCertification#CGC1512256 0 V ,�oR ENTERPRISES, INC' 9014 �RAc P. O. Box 865 • Cape Canaveral, FL 32920 .321-783-0903 •FAX 321-783-7941 LETTER OF TRANSMITTAL Date: 03/14/13 DWE Job# 12-044 Att: Glen Perreno Re: Beachwave Complex TO: City of Cape Canaveral Building Department 7510 N. Atlantic Ave. Cape Canaveral, FL 32920 321-783-7831 WE ARE SENDING YOU XX ATTACHED UNDER SEPARATE COVER VIA Shop Drawings Prints Samples Copy of Letter Change Order XX Other copies date no. description 3 3/14/2013 Storfront Doors &Windows Winload Certifications 3 3/14/2013 Hollow Metal Frames & Doors Windload Certification THESE ARE TRANSMITTED as checked below For Approval Approved as Submitted Resubmit copies XX For Your Use Approved as noted Submit copies As Requested Returned for corrections Return corrected prints I For review and comment For Bids Due REMARKS Should you require any additional information please let me know! Thank You !! COPY TO file SIGNED Tim by J. Saunders/Project Manager G ENTERPRISES, INC. Certftatbn#CGC1S12256 0 v � TOR � NTRAG P. O. Box 865 • Cape Canaveral, FL 32920 •321-783-0903 •FAX 321-783-7941 Wi 1°7 A� Co 0ENER LETTER OF TRANSMITTAL Date: 03/14/13 DWE Job# 12-044 Att: Glen Perreno Re: Beachwave Complex TO: City of Cape Canaveral Building Department 7510 N. Atlantic Ave. Cape Canaveral, FL 32920 321-783-7831 WE ARE SENDING YOU XX ATTACHED UNDER SEPARATE COVER VIA Shop Drawings XX Prints Samples Copy of Letter Change Order XX Other copies date no. description 3 3/4/2013 Pre-Engineered Building-Signed & Sealed Drawings 3 1/11/2013 Structural-Signed & Sealed Drawings THESE ARE TRANSMITTED as checked below For Approval Approved as Submitted _Resubmit copies XX For Your Use Approved as noted Submit copies As Requested Returned for corrections ~Return corrected prints For review and comment For Bids Due REMARKS Should you require any additional information please let me know! Thank You !! COPY TO file SIGNED ..„4`/ i Timo •y Saunders/Project Manager 717-846-3747 Fax 717-846-0355 HR Engineering, Inc. . 1418 E. Market St., Suite B York, PA 17403 14 September 2007 ; •::•-•-•" Chris Gall, Architectural Sales United States Aluminum Corporation 720 Cel-River Road n Rock Hill, South Carolina 29730 ,� �t RE: Revised Storm Front IG500, FL9449 vim" • Dear Mr. Gall; The following United States Aluminum Corporation store front system IG500 "Storm Front" has been tested and evaluated in conformance with 2006 Supplement to the 2004 Florida Building Code, Section 1626 and Test Protocols TAS 201-94, TAS 202-94, and TAS 203-94 for High Velocity Hurricane Zones. The system successfully passed the large missile impact test. Testing was done at American Test Lab, Inc., 1656 Calvert Road, Brevard, NC 28712 and is reported in ATLNC 0724.01-06. The product is an aluminum and glass store front system, including double entrance doors. The framing members are 6063-T5 aluminum, 2-1/2" wide by 5" deep. Steel `-• channel reinforcement can be placed in the vertical mullions to obtain higher design pressures. J The glazing is either 9/16" laminated glass, or insulating glass consisting of 1" heat strengthened plus 1" air space plus 9/16" laminated. The laminated glass is comprised of 2 sheets 1/4" heat strengthened glass and a 0.090" DuPont Sentry Glass Plus interlayer. Miami-Dade Notice of Acceptance (NOA) No: 06-1205.10 if for DuPont's Sentry Galss • • • Plus. The allowable design wind pressures for the 11 specimens tested are +/- 65.0 psf. The specimens were 3 different sizes. Three specimens had overall dimensions of 182-1/2" wide by 120" high and consisted of fixed panels, three wide by 2 high. Four specimens had dimensions of 77" wide by 120" high and consisted of double out swing doors with transom. Four specimens had overall dimensions of 197" width by 120" high and consisted of double out swing doors, transom above, and two sidelights. The wide specimens had a variety of configurations and structural members, but the vertical • mullions were always the continuous members. • .:: • I have calculated the maximum allowable mullion lengths for a variety of wind pressures and IG526 mullion spacings. The results are shown on the graphs on page 2 of this .. . ' :::•�� evaluation report. The calculations were done in conformance with 2006 Supplement to the 2004 Florida Building Code, Section 1714.5.5.1.1 "Engineered Mullions". 0rp�C� �0A) Page 2 United States Aluminum iG 500 Mullion 14 .".4;�cP.gelr�'�{ K <>. 7.x'o ri'x�A•N•3.`v.•.,09;••,,:44P,.• .,A ':,0s-o r4[r..�''r, s,..: iFt,.• `htt:F'.,g •- la'41,�1i3 t: -`i-,'' r: Via'; ':..'. t v,_,v., L�'_-�,�ia �°'• `�•t>• 4t: ••,•=1.4, y[++g'• i".;,-A�>' !?{',e. '.� -;r.- • "ti�'€;i;�=tt ''' rt-.1lp S�.VLit -' •ff."'t.�'.'' + .,fl " {{ '`- ���,C'�•rtli r�`•^'i�+.aty. i_',ISRAV, r��>ii..•4 '>nt• l ` C1: ''t ii Nr xi G ',)�.* F h.::'8'i'4• .%�,}f •, !_v Y. is 't : Y t'i`p' • :%,t ip-' ;•.�:'. : k1 ,tr' y t � tlt•-rc.y �`ir �7 �_-_ �.4t�a �-a rl�:+r�i+��",>Ffi•1t.`al.,�i� �.c3-�A b �� >i,:V .=1 ': 1W6 �i'•'VY.�`��t '1. ._G,-it ta� i;d:r71.w4 6.^..,y G)7.- w.J 'C,� �,,c�+�,. 4! >.re- � F,`J +�({7�t'xi.•3� "� 1"�rt-� "'t4 e t,�,fY T t •�E,.y�.}rr,: ��'7''�,l-'M' , +s LC''�t ,��p �J..'+x'i`�•,r•�t tip. Y�I.40...4„.� .. ,Pi^. i,. ,�1 +�,:r,5-:tvl' 4 '-•a - 3�i le''i7 3a�-3rF $.1,6%.7`r4`47-1' ti c r �.p��0.-'c;4i,, _ - ' -s ja-2,# �za >i tar`' 7�t1 i''' 4e s z �, •tr+ y').• 7 P4'4- f -'y' R t7F 1 A� � � •i `,.i "1' 4• �;� � 171A� ��.� + w 1S {" •:�,✓ I!L kipi ,171 q-Ifj'v Pkv�'. -:..,,1: •.;.a"'- 1 %•. 6,• '_• .u: • US AL, IG500,FL8851 Page 3 The tested system had 4 different substrates for the specimens; wood, steel, concrete, and : masonry block. Al-Farooq Corporation has done the installation fastener analyses for these 4 substrates. United States Aluminum Corporation has prepared installation • drawings and instructions for the 1G500 System. This system does qualify for installation in the High Velocity Hurricane Zones. Test results documented in Report No. 49424B (Akron Development Laboratory, August • • • 26, 2006) confirm the gasket material for part HP825 conforms to ASTM C 864 (Option II). Test results documented in Report No. 11420 (PolyOne Elastomers Development Laboratory, March 15, 2002) confirm the gasket material for part NP826 conforms to ASTM C 509 (Type I, Option II). The above allowable design wind pressures are in conformance with 2006 Supplement to the 2004 Florida Building Code, Tables 1606.6.2.1(2) and 1606.6.2.1(4). I trust that this evaluation is sufficient for your needs. If there are any questions about this evaluation report,please contact me. Sincerely yours; Allen N.Reeves, P.E. Structural Engineer . Florida License No. 19354 Are AI AP e/c cc 7 ANR:anr Cc: 07070022-2 Architectural Testing r•:. ,� :r•^,a.! 'i .: 'i-'•'r'r i'•q.Lir ll•..?�/.: '.!.' 'Vit .. .. .. Copy 717-846-3747 Fax 717-846-0355 HR Engineering, Inc. 1418 E. Market St., Suite B York, PA 17403 Chris Gall, Architectural Sales 14 September 2007 United States Aluminum Corporation 720 Cel-River Road Rock Hill, South Carolina 29730 ..,.., RE: Revised Storm Front IG500 Reinforced, FL9449 """ Dear Mr. Gall; The following United States Aluminum Corporation store front system IG500 "Storm Front" has been tested and evaluated in conformance with 2006 Supplement to the 2004 Florida Building Code, Section 1626 and Test Protocols TAS 201-94, TAS 202-94, and TAS 203-94 for High Velocity Hurricane Zones. The system successfully passed the large missile impact test. Testing was done at American Test Lab, Inc., 1656 Calvert Road, Brevard,NC 28712 and is reported in ATLNC 0724.01-06. The product is an aluminum and glass store front system, including double entrance doors. The framing members are 6063-T5 aluminum, 2-1/2" wide by 5" deep. Steel channel reinforcement can be placed in the vertical mullions to obtain higher design pressures. The glazing is either 9/16" laminated glass, or insulating glass consisting of I/" heat strengthened plus 3/2" air space plus 9/16" laminated. The laminated glass is comprised of 2 sheets 3/" heat strengthened glass and a 0.090" DuPont Sentry Glass Plus interlayer. Miami-Dade Notice of Acceptance (N0A) No: 06-1205.10 if for DuPont's Sentry Galss ' : Plus. .......:;.0 The allowable design wind pressures for the 11 specimens tested are +/- 65.0 psf. The • specimens were 3 different sizes. Three specimens had overall dimensions of 182-1/2" wide by 120" high and consisted of fixed panels, three wide by 2 high. Four specimens had dimensions of 77" wide by 120" high and consisted of double out swing doors with transom. Four specimens had overall dimensions of 197" width by 120" high and consisted of double out swing doors, transom above, and two sidelights. The wide specimens had a variety of configurations and structural members, but the vertical mullions were always the continuous members. I have calculated the maximum allowable mullion lengths for a variety of wind pressures and IG526 mullion, with SS852 steel reinforcement, spacings. The results are shown on the graphs on page 2 of this evaluation report. The calculations were done in conformance with 2006 Supplement to the 2004 Florida Building Code, Section 1714.5.5.1.1 "Engineered Mullions". • Opp.,od Page 2 United States Aluminum IG 500 Mullion is Reinforced '..441(t4'4'.'g •;. :. `,+;;ria'•-„g..i.h iji-'-`•'..: .t?;/ .� ,..1?.` "(e. -• ••• t,;r_. , k t's i h 1G 9a C y;;yi' [L •_ Yfa l tk t [ '_;° it/'17i.'rL�:b`y MZ . 43 .{k,�y ,., 18�`•r�•?, y .,v k::�` G �L'i(.41 S.`L '^i."T}'fr°l9 4 i?�}.='c` .b' .r Pr'-,,..:2-!;', J „` WO. % f,t r` +S t2 '-L``y,,ty if! i iti'i',4. xE<`.--,,+ � .44 1+'jC''.}�-Sut is T y },� '+Tp �� r3 ) ,,t ri',nan•,� �' F�.Z, .'��h4s, 'tir.S..._ ti' t •'' P 8�•)� �pt•'I.-'•b p jtt ,,_ .e1,^ .. y.l:i. 54: :. a. .s,,__ • ��. r.� 3; 1�x F, •'tti. a � .c',st . ;����,�/.:_s, �"` �,, :���Sai•'-�,�u.;�.n �`Girc :y;Y,1� ,7�.l�•:�,`, r-ii"Tt ' tj?t'.l A�,i rK^r.". f J'w .r. ). .vC-!t'. r,:.: `F`•� y. 1 6=414~ �}= •`�" "n'E=1�`t%R,4. {�. �( rte,,, ':.x' x` LA h..tii �• �♦ :]t'z ,�M1� .� �A �_.1 �5�J P?�('vIG��t' �'S�. 4�` f/'}�CIS•.^a,'Cyj'. _Rw,E1 , s .fiv +' ;i 16 ^'G�'�>w t^ .. � a"ee``��:y�.tr�_ t.n � w�� ������t'�t��;, �e y,. ,. I.. .. 1r sC.:.,-..}t..�,..�:_ _,w-t 65G ,, .t,-,r 4,. eil 7;i '< t t t G�,r y'q ,a G yr, tfe.t,i y; s. t�,� x,,.ge.'Ra t t',t.7 , c3=4 S "� S• tT !� Sn�� L� •v �',� r / Fr.�� 1' E-�'�+ry b;t ti:r r�?<t.,. t'ry k m a'4 p'S131 'f ., s.i 11,0 4 Yr -'t ! V ",._. e 4 r 7��.�•; �P'-r3f�'...r � i� r.'§011,0044.:1"-- �,>••M?a 4, , 3€,, t ,Nr'•�4.t7 x '-4,'„,„%-',f ..:'4.",_ll'b, .`, tE"�F,. :t :Zi4_\�'y�nrt•„ � 4.fi--.' -t (4'titFa +^- 0„., Y' s.._ ..`Lt;�. ''tn{• r:':Pr Fe'- .:°L�•' a rF i. 15t'; i ;:kFb . r.• .•"•<`m:5 "-`_ '+{C. W',�,1 i:+'ttv-:` r" .•^• _+.: ♦. k': �� `t�S� ��"n `,4`44‘10104-44.:4441.4;*, .` 'n 1u'!r=���1'E7c r,� ���aa'l'�,. �.; ':'gyS t -..4 ck-14: 4�2(, ) i 4 j w.N. it "fin < .f':7, �a 14 i,• •o "'�t xray 1 i;+" e' °' .4,:, 1 Wa 'tYf,•?'y?''F lei^RtiL �d;r1?R iW+•5'•' ta\i Cii' `t t*P-- !�'r1 s�''' ,,,2'- • 3�`''Gs t. ta•.+ s >Ec rt' ea...,p3* .r"'s_.t•'.,Kcee,6,--, c. ..,r44 • r. '4 a ' f.: ,�+ y�+p�����; ' = 13 ii,-.:t:4::- ..`srr�. Yvt.�5s4:a`tey,_ �!e'31t°��^l'i<"zi5.'h� . v��_�_�`' �'�''^�'.''-�. +� '-.4.•'-''*:.l : `4-,\ 1 1::.'...ri 7-.LOyS , t'f. "R,i.-..,�b.f....< s.�venti • �:.t...;:.-.•.%4 :.-.% ..� ';r '. v• t•�v.:'�<{• S4• lS�`ra. .!;::7:..' �x,.Y1w,iC- 3+", . ' 1'`�Ta,� x' � Dight ` ` • `'t�ti- aiF n`�¢ �S t'� Ec tr �-s0 PSF 0 12, .,_7,-1-,,,:„,,.,,,,„t„•„,. ' ?c'_b :. .+� '::.>rw.:"x'��.t? �, • tai ,:k �,�a ,...„,,,,,„6„.„4....,,i... `' 'r. .as u7'< C. -Y1 it�-P rti+ 3i't`• h K.,E>:v. •a4rL'•.,r�x;,.�yt:'�`•' C --8-40 PSP •7 t 1�-ct- iF „,,,,,„,..1/4v VAI ,-.:{ rk r.l�CJTt., ,.'`.+_ k,i; :..,F 9}l••t.'1.'.•-: c.r, i t„4.. a'4, r,,k to n. ' t•1' 4-. Z h'- .'.4..,r z`Sr •,�Rxei. 'S M s.tt-x.� ,;,, t t g”4a ^'Eh Da i- ...,'' � ,..a ��: rte, S { r,^ x f ar t• E v? ''j4.,,,,-% ^,3; e,''al`1„,..+'. 1. ..,, � �,., .y i r r 11 " "�* i Y.%f •. .: It r,t7h,1 r1:t" ' • '!, t4F � —SOPSr .e3it. =4•a. t'v.-'1"2.•' st''''ar.. '; r'.- .+ ". st, �,„ A c,. 1547 4,,y t llfi tt't 'i':' I S.. .- r g?..p� „Lt,• y -jY _.•Iw .;, 4l 1 "tar41-„ 1 t ,`=: a t,,c.3;,5'`; 7 c�a( 1•t t, rill r `r-t F+f .e l d �{r "} 5 n � s r rF�t� y'r�ti!til-C t4 ;yt 7' s• G� F 4,4 '� y�' ;'';Ir+ r v`01:'/. —X---60 PSI. C "i . Y 1 L' 51 C a4i", a bs a "', �v''-lity� �rr<'6t�•cpr��r�xJv`yL",:y�,t' .� "Y„�`r� ��1�•,,r7�., � � �,,y, s;'',,;{-,11�': BF���. Y�t1 Sy„''i•:K'i�4t�;7 T1'tY .,k �'m �RB�•apt 2�S'vk:':.'''.4�i4a. �a' yc 4�% +` .�Yw�{ � i�Yi �h, -t ?.•.:�ScJ.•'fir, �%ti•'k 'i` -, +d{ ti.:J ' ' 'b'``'? '1- , ' to '�1 .t fS• `-"1��r. }.itti l ,y, --)k---70 PSF h' =,Sal,tiTza •!s`..-5, .&"r ..�- l Y t F'.i P.ta�f,'-?. ,bt'i. is .� �a✓ s, t. ri3i;�'' � F�, . . �r,`' �.tk'4 t�ti�.trJi 3.,- .,,q'11 i� Y :s •_.`},,^t '4 .� �y+..` y, yx -...,,..n en:: a.i ,,,t.' "•_a -Y'i tiij`, i�:%ts^�� •`-4• �P` )f:,h..h�•, r r.V.:S• ...11,.,...-...,,„*„ •,�5.�� ,.,r�•+ " �. tc F •ice '1 Y,r,.. ,t� rx.�� ,, 1+�`�'''+�t�+�i.�����`r'�' e'a�x�- � �a�5.�h.�`'q<+"y n: ti� yt�'V,. --o--e0P5F 9 a .rys tr`y.c$.+•w Qac +x•h mr”+k.1 1"r.4� s dC, C�.erJ" tw ts:} ".) ,� ':iut t..y,yr i ,F r!>'F V $`'F`'-r7 �,Ig_ S aY , r� r 4 ' zi Lx j n ;;+�tv'•' "���aY 'ui „: rt4.�r.•tTtr '-,. {� 1:t.. :� ---E-90 PSF l=r �},�,r '�,-! r 1 >� y.t ,)44,x'` "4�K?�rj 1 1 .i. tit .E�; 1. a..;. `a '4y�y�'� r' a r �t:. 0 Lj •,t�1 .'r i r',74-.4 ,�cWc s” rl ti il. .1,11 't* okiViis `' Oxytiilf4 a. i..S Y'.'i' Ve�'4 ,iSI .ate, �r;`Sy ..,.. " -•+ i . 8• L ! `ivtle' .° 'tf7"''t s�r'i�!.4"rr:!;` a.�"?%r•;K.ro'r•,.`:'Yti '.L_; p xs;IwVr- yrt-1 \r gd%ti �( i �xk; wriiits-;:t ii��+ .1 .?1,, '12 F r ' ,r,r.,yi;.,ti... .av, f4 .4 t ti ^' `. ei^4xF ic�t..4d rr ti.. SOD PSF ;A `� iF,A E.. ' .w`^^ii��.�#.'t,;a n ii,�h `hlv i:,,A,linti• t Volk- ?•2r ' :carr `�� ",#1.1 5:.~r 1� i'�if 't1., ....,.;a`i�p..^a'tir'2`�;k 3' •.1:��'�t r,.�! 1a ti� F.'.• '.max.•' a' t .tL•�'e�r.i_hY',,J4.1•.S.=WrAI'• I',,4'-eA.k 'r ».r y'.q {-t ...A:: .. f+::. 2 3 4 5 6 7 Mullion Spacing in Feet OFFICE CQ , a• US AL, IG500 Reinforced, FL8851 Page 3 The tested system had 4 different substrates for the specimens; wood, steel, concrete, and • masonry block. Al-Farooq Corporation has done the instaIIation fastener analyses for "' these 4 substrates. United States Aluminum Corporation has prepared installation • drawings and instructions for the IG500 System. This system does qualify for installation in the High Velocity Hurricane Zones. ; .;: Test results documented in Report No. 49424B (Akron Rubber Development Laboratory, ^ August 26, 2006) confirm the gasket material for part NP825 conforms to ASTM C864 (Option II). Test results documented in Report No. 11420 (PolyOne Elastomers Development Laboratory, March 15, 2002) confirm the gasket material for part NP826 conforms to ASTM C509 (Type I, Option H). • The above allowable design wind pressures are in conformance with 2006 Supplement to the 2004 Florida Building Code, Tables 1606.6.2.1(2) and 1606.6.2.1(4). I trust that this evaluation is sufficient for your needs. If there are any questions about this evaluation report, please contact me. Sincerely yours; Allen N. Reeves, P.E. "' • Structural Engineer Florida License No. 19354 .e5�•� ANR:anr Cc: 07070022-2 Architectural Testing • •i Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwt... ptcm A OIPARTHONf OF Business & Professional Regulation .: u1111-P,: p09PR HOLE ABOUT PPM OBPg 0 I MONS CONTACT b9Ptt Florda Departmentq BCIS Home Log In User Registration Hot Topics Submt Surcharge Stats&Facts Publications • FBC Staff BCIS Ste Map Links Search Busines0) Professi nal USER:Pubic User Approval Regulation {'.r,.?te!a i'y. Product Aonmval Menu>Product or Aooricaton Search>Aggkation list>Application Detail oFFiceOFTHE FL# FL15711 SECArT.:ARV Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer US Aluminum Inc.-Division of CR Laurence Address/Phone/Email US Aluminum Inc. Vernon,CA 90058-1826 (972)937-9651 Don_Willard@usalum.com Authorized Signature Luis Lomas rllomas@Iriomaspe.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence fL15711 RO COI FLCOI.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 {� Equivalence of Product StandardsFICE C�py Certified By 1 of3 3/8/2013 12:35 PM Florida Building Code Online http://www.floridabuilding.orgfpr/pr app_dtl.aspx?param=wGEVXQwt... Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/21/2012 Date Validated 07/24/2012 Date Pending FBC Approval 08/17/2012 Date Approved 10/09/2012 Summary of Products FL# Model,Number or Name Description 15711.1 BT601/IT600 STORM FRONT BT601/IT600 STORM FRONT ALUMINUM STOREFRONT- ALUMINUM STOREFRONT-LMI LMI Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15711 RO II 08-01578A.Ddf Approved for use outside HVHZ:Yes Verified By: Luls Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+65/-65 Evaluation Reports Other: FL15711 RO AE 11062402.odf FL15711 RO AE 512227A.odf Created by Independent Third Party:Yes 15711.2 BT601/IT600 STORM FRONT BT601/IT600 STORM FRONT ALUMINUM STOREFRONT- ALUMINUM STOREFRONT-NON NON IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15711 RO II 08-01582A.odf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+65/-65 Evaluation Reports Other: FL15711 RO AE 512231A.Ddf Created by Independent Third Party:Yes 15711.3 IG500/IG600 STORM FRONT IG500/IG600 STORM FRONT ALUMINUM STOREFRONT- ALUMINUM STOREFRONT-LMI LMI • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15711 RO II 08-01576A.odf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 �n Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +65/-65 Evaluation Reports Other: FL15711 RO AE 11062402.Ddf FL15711 RO AE 512225A.Ddf Created by Independent Third Party:Yes 15711.4 IG500/IG600 STORM FRONT IG500/IG600 STORM FRONT ALUMINUM STOREFRONT- ALUMINUM STOREFRONT-NON NON IMPACT IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15711 RO II 08-01580A.odf Approved for use outside HVHZ:Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +65/-65 Evaluation Reports Other: FL15711 RO AE 512229A.odf Created by Independent Third Party:Yes Back Contact Us::1940 North Monroe Street.Tallahassee FL 32399.phone:850.487-1824 The State of Fbrlda Ban AA/EEO employer.Copytat 7007-7010 State of Fbrlda.::Privacy Statement::Accessibiity Statement::Refund Statement Under Florida law,email addresses are pubic records.If you do not want your e-mail address released In response to a pubic-records reqentokelectronic mai to this entity.Instead,contact the office by phone or by traditional mai.If you have any questions,please contact 850.487.139tt;EA v 2 of3 3/8/2013 12:35 PM llir REVISIONS REV DESCRIPTION 1 DATEAPPROVED A REVISED BOM 07/09/12 I R.L NOTES: 12. FOR ANCHORING SILL INTO WOOD FRAMING OR 2X BUCK USE 3/8" GRADE 5 LAG SCREWS 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/8" MINIMUM EMBEDMENT INTO SUBSTRATE. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 13. FOR ANCHORING SILL INTO CONCRETE USE 3/8" POWER-BOLT ANCHORS WITH SUFFICIENT RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LENGTH TO ACHIEVE A 2" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 4 1/2" MINIMUM 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. 14. FOR ANCHORING SILL INTO METAL STRUCTURE USE 3/8" SMS OR SELF DRILLING SCREWS SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR ENGINEER OF RECORD. WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT 15. ALL FASTENERS TO BE CORROSION RESISTANT. SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR 16. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR CALCULATIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 5. FRAME MATERIAL: 6063-15 ALUMINUM. SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 5 FOR GLASS OPTIONS. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 7. APPROVED IMPACT PROTECTIVE SYSTEM JS NOT REQUIRED FOR THIS PRODUCT IN WIND B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. BORNE DEBRIS REGIONS. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE D. METAL STRUCTURE: STEEL 16GA, 33KSI OR ALUMINUM 6063-15 1/8" THICK MINIMUM SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/2" 17. MULTIPLE PANELS MAY BE INSTALLED WITH AND WITHOUT TRANSOMS AS LONG AS 4 MAX. INDIVIDUAL UNIT SIZE DOES NOT EXCEED PANEL SIZE SHOWN HEREIN. 18. THIS SYSTEM IS FIELD GLAZED AND ASSEMBLED. CONTRACTOR/GLAZIER IS RESPONSIBLE 9. FOR ANCHORING HEAD AND JAMBS INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD FOR COMPLYING WITH GLAZING AND ASSEMBLY REQUIREMENTS. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING HEAD AND JAMBS INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING HEAD AND JAMBS INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SIGNED:07/10/2012 SHEET NO. DESCRIPTION US ALUMINUM INC. a+►liiir, 1 NOTES 720 CEL-RIVER ROAD �`` s R' Lo4', 2 - 4 ANCHORING LAYOUTS AND CHARTS ROCK HILL, SC 29730 •v••CEN• 9�� i 5 BILL OF MATERIALS AND GLAZING DETAILS SERIES IG500/IG600 STORM FRONT ALUMINUM _fir• 0481,4: 1k 0 6 CROSS SECTIONS STOREFRONT - LMI =-13 , "� ELEVATION AND NOTES X70• TAT OF t1 �` 7 - 9 INSTALLATION DETAILS DRAWN: I DWG NO. IRE 0•. A.ZOftIOQ:••'4�� 10 - 11 COMPONENTS TJH 08-01576 A '��s'•0 •• G�\�� 0 12 CORNER CONSTRUCTION DETAILS SSE NTS DATE 09/08/09 SHEET 1 OF 12 /'s/ilijjjI1�?``\ h IJ REVISIONS 57 1/2" MAX. 62 1/2" MAX. PANEL PANEL 1 D.L.O8 REV DESCRIPTION DATEAPPROVEDD.L.O. WIDTH A FRAME WIDTH r HEIGHT A RENSEO 80M 107/09/12 I R.L. 1 1 9 90 - 9 0 96" 0 I } 101" MAX. - � MAX. PANEL j 9 20 7/8" SINGLE D.L.O. O MAX. - 120" PANEL HEIGHT 0 O 0 TRANSOM MAX HEIGHT HEIGTH FRAME 99 HEIGHT 9 9 I _ 20 7/8" MAX. �/� TRANSOM HEIGHT SERIES 1G500/10600 STORM FRONT ALUMINUM STOREFRONT 15 7/8" MAX. WITH REINFORCED MULL.EXTERIOR VIEW TRANSOM D.L.O. SEES PSSERPOVRATE Q DESIGN PRESSURE RATING IMPACT RATING 9 0 O / / ------; I - _ ±65PSF LARGE - --�'---- %/ 101" MISSILE IMPACT / r---1 I r---) MAX. 4- I I I I SINGLE MISSILE LEVEL D,WIND ZONE 4,AND HVHZ US ALUMINUM INC. 9 PANEL IG500/IG600 DOOR I HEIGHT Design pressure capacity chart(ps>J 0 O SYSTEM COVERED Stogie Pantlw kith In) UNDER SEPARATE 120"MAX. FMBM 24.0 30.0 36.0 424 48.0 54.0 62.5 66.0 72.0 78.0 84.0 90.0 96.0 101.0 9 APPROVAL. FRAME (IN Pos Mop Poe Nog Pas Nog Pos Nog Pos Nog Pos Nog Pos Nog Pos Nag Pos!Nog Pos Nog Pas Nog Pas Nog Pos Nog Pos Nog 24.0 65,0 65,0 65,0 65.0 65,0 65.0 65.0 65,0 65,0 65.0 65,0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65,0 65.0 65,0 65.0 65.0 65,0 65.0 65.0 65,0 HEIGHT 30.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65,5 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65,0 65.0 65,0 65.0 65.0 65.0 1 X III X 1 j 36.0 65.0 65,0 65.0 65,0 65,0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 9 I 1 I I I I 42.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65.0 L__J I L__J 9 0 9 III 48.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 54.0 65.0 65.0 65.0 65.0 6.5.0 65.0 65.0 65,0 65.0 65,0 65.0 65.0 65.0 65.0 65,0 65.0 654 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 62.5 65.0 65.0 65.0 65.0 65,0 65.0 65,0 65.0 65.0 65.0 65,0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65,0 65,0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65,0 66.0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65,0 65.0 65,0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65.0 65.0 65,0 65.0 72.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 78.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65,0 SERIES IG500/IG600 STORM FRONT ALUMINUM 84.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 90.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 STOREFRONT WITH DOUBLE DOOR WITH REINFORCED MULL EXTERIOR VIEW 96.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1014 65.0 65.0 65,0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65,0 65.0 65.0 65,0 _ _ _ _ _ _ _ -_ _ _ US ALUMINUM INC. ����11111r�o, 720 CEL-RIVER ROAD ����$ R'•••..79i� ROCK HILL, SC 29730 ,J.•�O•E N,p": l REVISIONS REV DESCRIPTION GATE APPROVED A REVISED BOM 07/09/12 R.L 62 1/2" MAX. PANEL 24" MAX. 57 1/2" MAX. /� FRAME WIDTH 19" TRANSOM HEIGHT D.L.O.NWIDTH \ 'J _ [HEIGHT TRANSOM D.L.O. I -SEE APPROVAALLTE J 0 • a 1 1 80 7/8" t --T---- 0 86 1/2" 86 A1X 2" PANEL � 9 J 24" 7 r-- I I r--1 I MAX. SINGLE D.L.O. '<Ur ' - MAX. _ 708" I III I SINGLE v TRANSOM Mw. US ALUMINUM INC. PANEL PANEL HEIGHT 0 O 0 HEIGHT BT601/IT600 DOOR HEIGHT HEIGHT HEIGHT O SYSTEM COVERED O 108" 096 UNDER SEPARATE MAX 9 I APPROVAL. FRAME I x III x I � HEIGHT ° i © 1 9 / IL__ 1 I I __ I ® 1 L--J I I----I 0 SERIES BT601/IT600 STORM FRONT ALUMINUM STOREFRONT SERIES BT601/IT600 STORM FRONT ALUMINUM WITH NON-REINFORCED MULL EXTERIOR VIEW STOREFRONT WITH DOUBLE DOOR 4 WITH NON-REINFORCED MULL EXTERIOR VIEW Design pressure for non-reinforced units(psi) Penh %vie Panel Wrath(int Height 24.0 30.0 36.0 42.0 48.0 54.0 62.5 66.0 72.0 78.0 84.0 86.5 (111) Pos Neg Po. Neg Pos Nog Pos Nog Pos Neg Pos Nog Pos Nog Pos Reg Pos Nog Pos Neg Poe Nag Pos Nog 24.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 30.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 DESIGN PRESSURE RATING IMPACT RATING 36.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 42.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 X65.0 65.0 65.0 65.0 65.0 65.0 65.0 +65PSF LARGE 48.0 85.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 MISSILE IMPACT 54.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 MISSILE LEVEL D,WIND ZONE 4 AND HVHZ 62.5 65.0 65.0 65.0 65.0 65.0 65.0 65.0 850 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 66.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 - - 78.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 - - - - 86.5 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 - - - - - - US ALUMINUM NC. 72D CEL-RIVER ROAD `\\\�\S R I I �0 ,,/moi ROCK HILL, SC 29730 `ter.'‘GENS< '9Sy •0 SERIES IG500/1G600 STORM FRONT ALUMINUM _fit• 0, 51 s' STOREFRONT - LMI ` NON-REINFORCED ELEVATION `g1• AT OF �'I DRAWN: DWG N0. REV ��FS'cCORIOQ;`G\ N•44S TJH SCALE DATE 08-01576 A ���/PONA 11S;\\`\\ NTS I 09/08/09 I 3 OF 12 � T 0 l SEE HEAD REVISIONS CLUSTER DETAIL 13" MAX. 6" MAX. REV DESCRIPTION DATE APPROVED 6" MAX. 17" MAX. I O.C. TYP, f TYP. A REVISED BOM 07/09/12 R.L. TYP. TYP. - 1 - 6" MAX. 6"TYP. ��..�C rTYP. / O 9 0 F 6" P X. E T .....ill 6" MAX. TYP. 0 0 0 -- I 15" MAX. 9 o.C. TYP. 9 F MAX. 9 / 6" MAX. 6" MAX. 19 O F TYP, TYP. Istil-- 6" MAX. I 17" MAX. I I I 1_._ 6" MAX. TYP. "'III TYP. 111 "'111 TYP, SEE SILL CLUSTER DETAIL SERIES 1G500/1G600 ALUMINUM FIXED STORE FRONT a" MAX. 4" MAX. EXTERIOR VIEW C' Q 3" 3" 3" _ 3" — 3" 6" MAX. MAX. y MAX. F MAX. MAX. MAX. 3" 3" _ 3" SILL CLUSTER DETAIL MAX. T ' MAX. MAX, 6" MAX. — 3" CONCRETE INSTALLATION r.MAX. ie ® ieUS ALUMINUM INC. �u1111I/r/ ® ® ® ® ® ® ® ® 720 CEL-RIVER ROAD `���J.S R'.�0�� ROCK HILL, SC 29730 `r••.��OEN,s�'fp'• . r SERIES IG500/1G600 STORM FRONT ALUMINUM �� 0/. 5).,..„ � -�HEAD CLUSTER DETAIL HEAD CLUSTER DETAIL STOREFRONT — LMI • .4y WOOD FRAMING OR STEEL ANCHORING LAYOUT �` r l FRAMING INSTALLATION CONCRETE lNSTALATION X700,• .7::. DRAWN: DWG NO. REV �� 'cCORIO- *. TJH ril\\ SCALE NTS I DArE 09/08/09 08I s01 460E 12 A /,,�/7/ONA 11S-G•\• 0 .l 0 1, PARTS LIST REVISIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV T DESCRIPTIONDATE APPROVED 1 IC526 MAIN FRAME - 9/16"GLASS US ALUMINUM ALUMINUM 6063-15 A REVISED BOM l 07/09/12 R.L. 2 IC626 MAIN FRAME - 1 5/16'GLASS US ALUMINUM ALUMINUM 6063-T5 3 IG572 SILL - 9/16'CLASS US ALUMINUM 6063-T5 4 IC672 SILL - 1 5/16"GLASS US ALUMINUM ALUMINUM 6063-15 5 IC570 SUB-SILL US ALUMINUM ALUMINUM 6063-T5 1 5/16" O.A. 6 IG562 HORIZONTAL MULL- 9/16"GLASS US ALUMINUM ALUMINUM 6063-T5 9/16" O.A. THICKNESS 7 IG662 HORIZONTAL MULL - 1 5/16'GLASS US ALUMINUM ALUMINUM 6063-15 THICKNESS 1/4" HS 8 IG524 FILLER VERTICAL - 9/16'GLASS US ALUMINUM ALUMINUM 6063-15 1/4" HS— -- .090" SGP 1/4" HS— 9 IC624 FILLER VERTICAL - 1 5/16'GLASS US ALUMINUM ALUMINUM 6063-TS BY DUPONT .090" SGP ALUMINUM BY DUPONT 10 IC563 STOP - 9/16"CLASS US ALUMINUM ALUMINUM 6063-T5 — 1/4" HS SPACER — — 1/4" HS 11 IC663 STOP - 1 5/16" GLASS US ALUMINUM ALUMINUM 6063-15 SYSTEM 12 IC100 FILLER JAMB/HEAD US ALUMINUM ALUMINUM 6063-15 EXTERIOR INTERIOR EXTERIOR IIINTERIOR 13 EC801 SUB-SILL END DAM US ALUMINUM A-245 �_14 CP801 VERTICAL CLOSER PLATE US ALUMINUM 50 DUROMETERTPR j 15 WD802 DEEP WATER DEFLECTOR NYLON 9/16" GLASSLIV.01p‘IM 9/16" GLASS �_ `1 16 WD801 SHALLOW WATER DEFLECTOR US ALUMINUM NYLON [LA ® BITE T1-..; 17 1YD912 DEEP WATER DEFLECTOR US ALUMINUM NYLON • killrirhlII ® ''I���II18 W0911 SFWlOW WATER DEFLECTOR US ALUMINUM NYLON �'I 9 19 WD803 JAMB WATER DEFLECTOR US ALUMINUM NYLON �jJl— ® �1_—FI ® 4_ 20 80913 JAMB WATER DEFLECTOR US ALUMINUM NYLON 21 NP825 EXTERIOR CASKET TREMCO EPDM 70 DURO GLAZING DETAIL"A" GLAZING DETAIL"8" 22 NP826 INTERIOR GASKET TREMCO EPDM SPONGE 23 SB916 SETTING BLOCK - 9/16"GLASS US ALUMINUM EPDM 85 DURO 24 SB917 SETTING BLOCK - 1 5/16"CLASS US ALUMINUM EPDM 85 DURO 25 ST266 112 x 1' FIWH SMS 26 ST268 112 x 3/4' HWH SMS 27 LARGE MISSILE IMPACT GLASS 28 8GA. STEEL STIFFENER HEAVY US ALUMINUM A36 MILD STEEL 29 W8600 W BLOCK .688'WIDE 30 ST035 110 x 5/8"FH SMS 31 DOW995 SIUCONE SEALANT DOW CORNING SILICONE US ALUMINUM INC. 720 CEL-RIVER ROAD ��Jc?l'I I"•!"/ ' ROCK HILL. SC 29730 \�,.• \GEN$ .'90 SERIES IG500/IG600 STORM FRONT ALUMINUM =fir• x{(10 51 •* STOREFRONT — LMI — 'ry//"S!(,62 • — BILL OF MATERIALS AND GLAZING DETAILS 73• TA cc OF •�` DRAWN, axc NO. R i�'c" 'cGORIOQ;•���� SCALE r»rF TJ H 08-01 57A ..:2<E%-,..0NAj1�C,G\� j NTS 09/08/09 5 OF 12 T ® REVISIONS TORO' REV DESCRIPTION DATE APPROVED OOR O I���i��iiiiiii I A REVISED BOM 07/09/12 R.L _.., INTERIOR ® r\---- a ® 16OR� I; ki..�'�,V (DOR® it I� ® ® m m ØR® m I: I X11 J 0 Oi oR© IL.ril I 4 (ID 1 i I .• _ ..41 0 0R0 e Me r'.. INTERIOR L 0 i EXTERIOR I � '; 1 SD ; ' 23 ORO OpROj VERTICAL MULLION DETAIL I l �� �I�� jy.. .CAS !w� 1"LAS O REINFORCED MULL ® �j �;' ��G 170....- kipoP,,..-- ® et EXTERIOR _ r� Jii.. i] ® ® ODR® _ O OOR© ®ORO O EXTERIOR INTERIOR ® 1.5-441 , Og HORIZONS N OR R o M��SECTION RL 4 230RO ©DRO ® )I ,1 INTERIOR ii~ TORO ♦'�� I INTERIOR . Vim_ II II.) 0 ORO 011_174.,,,;S !w WIL:4P1 16 OR� I :SII, • ``�� 1 10 0R 'J �fill --G O # e p ! il- II II II II Ley � ;I gill EXTERIOR 0 ® 1 8-.1r- r- •VERT/CAL CROSS SECTION TORO O ® _,._ __ O ®HORIZONTAL CROSS NON-REINFORCED SECTION lin, EXTERIOR ULL VERTICAL MULLION DETAIL O NON-REINFORCED MULL NOTE: FOR ANCHORING TO SUBSTRATE SEE SHEETS 7 THRU 9. US ALUMINUM 720 CEL-RIVER RINC.O D \\\\\S R I I Lr047/// MULLION ASSEMBLY PROPERTIES ROCK HILL. SC 29730 •��\J\' �EN••�9 ,ii SINGL ED: �.'v\�+ SF,cP TOTAL (IN TERMS OF ALUMINUM) - 16.6481 in4 SERIES 10500/10600 STORM FRONT ALUMINUM *• p .* Sx AL UM = (16.6481/2.5095 in) in3 STOREFRONT - LMI ICU tmeED: CROSS SECTIONS �• •�� vr�.- X70. TAT OF �4 TOT ZED: TERMS OF ALUMINUM): 16.9703 in4 DRAWN: DM NO. REV ,,E..•,tORIQP.�`i.:•.' Sx Sx I 1INUM = (16.9703/2.5216 in) in3 SCALE CASE TJH 08-s0 E576 A SS/O•NA.1."\\\\ NTS09/08/09 6 OF 12 0 17 14 WOOD SCREW REV SIC�S REV DESCRIPTION 1 DATE APPROVED -�� WOOD FRAMING BY OTHERS, Pow 11._ WOOD FRAMING TO BE A REVISED BOM 07/09/12 R.E. PROPERLY SECURED 1 3/4" MIN. �%� EMBEDMENT 1 r 1/ MAX. SHIM BACKER ROD AND '"� APPROVED SEALANT WIWIliir �BY OTHERS1 BACKER ROD AND APPROVED SEALANT BACKER ROD AND 8Y OTHERS1/2" MAX APPROVED SEALANT FASTENER HEADS SHIM 1 r BY OTHERS MUST BE SEALANT ED • WITH WOOD FRAMING BY OTHERS. 1111' _ '��WOOD FRAMING To BE r� INTERIOR PROPERLY SECURED �+ ' I #14 WOOD SCREW "" j; _. lio:. WELSAIC .s""\""‘""vielroi=1114.117, -1 . i „:„.;,,, EXTERIOR 4- EXTERIOR INTERIOR t '> 1 3/4" MIN. BACKER ROD AND I APPROVED SEALANT i/ % FASTENER HEADS EMBEDMENT BY OTHERS 3/8" POWER-BOLT IE- MUST BE COVERED WITH APPROVED ®JAMB INSTALLATION DETAIL WOOD FRAMING II SEALANT SILL TO BE SET IN �' BED OF APPROVED' - SEALANTTe�Ii V I o v a 2" MIN. • CONCRETE a EMBEDMENT US ALUMINUM INC. ,,,,0110,„/,� BY OTHERS0• Q 720 CEL-RIVER ROAD \��J\S R. LQ/,ice Q v ROCK HILL, SC 29730 N. • \OENS�.9�T% 0 I SERIES IG500/IG600 STORM FRONT ALUMINUM *• (:), 52:.:.*":-.. 6? s 4 1/2" MIN. 4 1/2" MIN. STOREFRONT - LMI cr EDGE DIST. EDGE DIST. INSTALLATION DETAILS 7 " TAT OF 0;� r (ZHEAD&SILL INSTALLATION DRAWN: DWG N . ���AS •''40RMI'Gam. t J WOOD FRAMING AND CONCRETE TJH 08-01575 A S/ tJ �� ill SCALE NTS DATE 09/08/09 SHEET7 OF 12 /i/7/�NALI�\\\\ , :J +0� V • 2 1/2" MIN. 2 1/2" MIN. MASONRY/CONCRETE REVISIONS I EDGE DIST. EDGE DIST. BY OTHERS REV DESCRprioN DATE APPROVED I I 1 1 4 1 8 A REVISED BOM c • - OPTIONAL 1X BUCK OR 07/09/12 R.L MIN. EMB. MIN. EMB. 4 = a SHIM BY OTHERS, INTO INTO 4 4 1X BUCK TO BE MASONRY CONCRETE • - 4 Ai PROPERLY SECURED. t } Vii;-r SEE NOTE 7 SHEET 2 1/4" TAPCON IIIIIIIIIII, BACKER ROD AND f APPROVED SEALANT ' 1 t/2" MAX. ] MASONRY/CONCRETE 1/2" MAX. BY OTHERSSHIM BY OTHERS SHIM APPROVED SEALANT FASTENER HEADS BY OTHERS MUST BE COVERED BACKER ROD AND WITH APPROVED rirr.-,--FL-- . BYPOTOVED HERSS�LANT SEALANT 2 1/2" MIN. 'f,'74:7.--j EMBEDMENT a CINTERIOR a. _II7 t-- 9 2 1/2" MIN. EXTERIOR L��U\Q \ EMBEDMENT p Q ."-P_____--- 4- EXTERIOR INTERIOR 1/4" TAPCON BACKER ROD AND APPROVED SEALANT 1 3/8" MIN. EMB. BY OTHERS . INTO CONCRETE FASTENER HEADS r.,.' /.' . OPTIONAL 1X BUCK OR 3/8" POWER-BOLT MUST BE COVERED 1 1/4" MIN. EMB. SHIM BY OTHERS, WITH APPROVED 1X BUCK TO BE 1.--__ _0(p, SEALANT INTO MASONRY PROPERLY SECURED. ril7W\ SEE NOTE 7 SHEET 2 SILL TO BE SET IN I 0JAMB INSTALLATION BED OF APPROVED . MASONRY/CONCRETE SEALANT 'Mtlf.L��l_ f V a v f 2" MIN. US ALUMINUM INC. \���Iuuul// CONCRETE • 4' EMBEDMENT 720 CEL-RIVER ROAD ��•\s R'..Loll/r BY OTHERS Q ROCK HILL, SC 29730 r• \CENy+ '9(iii� Q ate' V. SERIES 10500/10600 STORM FRONT ALUMINUM *� 0 51 = 4 1/2" MIN. 4 1 2" MIN. STOREFRONT - LMI 1,1' � tOv EDGE DIST. EDGE DIST. INSTALLATION DETAILS ��•'� E •�� ��1, TAT OF OHEAD&SILL INSTALLATION TJHN DWG No. 08-01576 RA 1.,6%,. C•.••,1%.7 MASONRY/CONCRETE SCALE NTS IDA 09/08/09 5 EET8 OF 12 �7i7j/0NAl1 0. + REVISIONS REV DESCRIPTION I DATE APPROVED 1/4" TEK SCREW 16GA. MIN. A REVISED BOM 0709 STEEL FRAMING /1 2 R.L BY OTHERS 3 TREADS MIN. BEYOND STEEL FRAMING II 1/2" MAX. r SHIM BACKER ROD AND �'"/, APPROVED SEALANT1/2" MAX BY OTHERS711.,_ BACKER ROD AND SHIM BACKER ROD AND FASTENER HEADS PIIIIIII, APPROVED SEALANT APPROVED SEALANT MUST BE COVERED BY OTHERS 16GA. MIN. BY OTHERS STEEL FRAMING WITH APPROVED liii�. BY OTHERS SEALANT I �=11� ' jPArnITERIOR 1111r1111�I, IIlit r2P�� EXTERIOR 110- EXTERIOR INTERIOR 1/4" TEK SCREW 3 TREADS MIN. BACKER ROD AND BEYOND STEEL APPROVED SEALANT FRAMING BY OTHERS j t FASTENER HEADS 3/8" POWER-BOLT ,.I MUST BE COVERED ()JAMB INSTALLATION 1 WITH APPROVED STEEL FRAMING I-i SEALANT SILL TO BE SET IN Litilit,.., \ IBED OF APPROVED SEALANT =El; M kj In v 2" MIN. US ALUMINUM INC. uIiiiti� ° 720 CEL-RIVER ROAD �\\�S R.• Lo,_ CONCRETE EMBEDMENT BY OTHERS e d ROCK HILL, SC 29730 =�v•.�\(.E•NS 9vi�i� d °m °: SERIES IG500/IG600 STORM FRONT ALUMINUM STOREFRONTION - LMI �7v fAT lo SOF *` 4 1/2" MIN. 4 t/2" MIN. "p EDGE DIST. EDGE DIST. INSTALLATION DETAILS DRAWN: DWG NO. 0.0♦.Az 0 •:401.--z-- "77 A HEAD&SILL INSTALLATION TJH 08-01576 A /TES's'•.•4C, R`J STEEL FRAMING AND CONCRETE SSE NTS (DAT' 09/08/09 SHEET OF 12 '�//��NAj1��\\\� 0 0 lir REnSIONS REV DESCRIPTION DATE APPROVED 4 61/64" - 5' A REVISED BOM 07/09/12 R.L. 1 3/4" r 1 39/64" I I 7 -r 4 61/64" { 2 1/2" 2 1/2" 1 39/64" { 51/64" �1l 1 1/8" � 1 _L atm 7 1 . 3 5/8"--I 2 1/2" k1 3/4"-I O HORIZONTAL MULL-1 5/16"GLASS 0 MAIN FRAME-1 5/16"GLASS 1 1/8" I 4 19/32" EXTRUDED ALUMINUM 6063-T5.085"THICK EXTRUDED ALUMINUM 6063-T5.080"THICK O FILLER VERTICAL-1 5/16"GLASS EXTRUDED ALUMINUM 6063-T5.095"THICK - 4 61/64" - 5' -- 0 SILL-1 5/16"GLASS H 1 63/64" -1 1" r EXTRUDED ALUMINUM 6063-T5.085"THICK 7 7 - 4 61/64" --{ 1 63/64" I-- 51/64" { 2 1/2" 2 1/2" I i I lIZ7 3 _"1t" 1 1/8" I t I` 41- T I k_____ 3 5/8"______1 _L__ 2 1/2" 4 19/32" 1 1/8" O8 FILLER VERTICAL-9/16"GLASS OHORIZONTAL MULL-9/16"GLASS O MAIN FRAME-9/16"GLASS EXTRUDED ALUMINUM 6063-T5.095"THICK EXTRUDED ALUMINUM 6063-T5.085"THICK EXTRUDED ALUMINUM 6063-T5.080"THICK C)SILL- 9/16"GLASS EXTRUDED ALUMINUM 6063-T5.085•THICK 1 37/64" --I 1 61/64" r n1132" 1 17/32" 1l f_____i_ US ALUMINUM INC. `1111IIIII 1 17/32" I I 1 43/64" I I 720 CEL-RIVER ROAD ���\_,A5 R'•.. ei /6. ROCK HILL, SC 29730 •\ GEN,g�""9s:-.5, 11 STOP-1 5/16"GLASS 70 STOP-9/16"GLASS IG500/IG600 STORM FRONT ALUMINUM _-.. 0 51 •Tt-- SERIES EX (DED ALUMINUM 6063-T5.062"THICK EXTRUDED ALUMINUM 6063-T5.062'THICK STOREFRONT - LMI - • _- I� COMPONENTS -` STATE OF Z I i0P' A 4�� DRAWN: ORG NO. RC'J �; ""CORMI:• •;\ TJH SCALE 0.17E 08 s0 E576 A �ijs6'4BNAL1EaG��\ NTS 09/08/09 10 OF 12 T J 0 REVISIONS REV DESCRIPTIONE APPROVED A REVISED BOM 1 DATE R.L 5 5/16" 4 19/32" {i-F 16"7/8 1 1/64" '—'s 4 47/64" T-! —1 1- - 12 23/32" 5 1/8" 29/64" a''%, O FILLER JAMB/HEAD i i 1 21/32" O SUB SILL EXTRUDED ALUMINUM 6063-T5.080"THICK i i EXTRUDED ALUMINUM 6063-T5.075*THICK j 28 STEEL STIFFENER HEAVY FORMED 80.4.A36 MILD STEEL 1/2" 2 11/16" - 5/8" 113/16"—11.-..- 3/8" r I 7/16" i 13/16" 3/4" El 0 I 5/8" 31 o v 1 I 9/16" H , I -1 h .453" 3 7/16" 2 9/32" 5 1/16" j/�2" 849" %.. f O EXTERIOR GASKET INTERIOR GASKET o o i 21 70 DUROMETER EDPM 22 EDPM SPONGE -1 n 14 VERTICAL CLOSER PLATE TPR 50 DUROMERTER.062•THICK US ALUMINUM NC. 720 CEL-RIVER ROADI �\�S R I JLIO�OP/ ROCK HILL, SC 29730 `��.��pENs 9�;% SERIES IO500/10600 STORM FRONT ALUMINUM fit• STOREFRONT — LMI 5"ISm( '�`g COMPONENTS 13, TAT OF •-�� ri DRAWN: mc NO. h:L, 'i<<'.0 'clpRlOp•\ ‘\� TJH 08-01575 A /�`SSj NAt. .14. 0 SCALE NTS DATE 09/08/09 1SHEET 11 OF 12 //��IO/I11II���\\ -mmnpri T n 0 + REVISIONS REV DESCRIPTION DATE APPROVED A REVISED BOM 07/09/12 R.I. ITEM #12 SNAPS INTO �\ ITEM #1 OR #2 \ - ll REM #12 SNAPS INTO f ITEM #1 OR #2 g011j 0 `-ofh "'I:.I. ..... ITEM #8 OR #9 SNAPS `,: '! i INTO ITEM #1 OR #2 - i't1) 0 OR ® ® 00!6":„..„... ...,, ' .ice ITEM #12 SNAPS INTO /v✓ - ITEM #1 OR #2 _ �� © O - OR O ® ' O 4 O , O ''4 41 FRAME ASSEMBLY DETAIL t, o y , OR ��' , © US ALUMINUM INC. \\\o uC�o,,� Q 0„ 720 CEL—RIVER ROAD ��J\S.••••..7 f'� •Y � ROCK HILL. SC 29730 \•,.•.\GENS�9s+-� �/ SERIES IG500/1G600 STORM FRONT ALUMINUM =i*• 0 51 ••*' 17 STOREFRONT — LMI =v•, " • - � CORNER CONSTRUCTION DETAILS Cyt; STATE OF •tc,f5� DRAWN: DAD NO. REV ,$. 'c4ORIOP•\.`.� TJH 08-01576 A -i ss/.NAL E�G`�\ j ril TCALE NTS DATE 09/08/09 SHEET 12 OF 12 1 1//f1111111\\ j Florida Building Code Online Page 1 of 2 J a.,e3 l��i+- t'` aJs. jT,..4 5 :\A F.v7` ... > ,tt�l f �r } -: r ttRt ;V�a,: .3:.5.,,,,,,r ,r } [nes to t r, kr� A{� .1-44111{ : b da De r r `rilrt BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Unks Search BusinessyC, Professibbat le Productuser Approval Regulation bar*e..or:'y.Frac iia ra'f product Approval Menu>product or Application Search>Macation Usk>Application Detail 9aw<HCEonttit:', • FL# FL15712 C ammo'-.'-= Application Type New Code Version 2010 Application Status Validated Comments REviewed 6/28/12,r-a 7/11/12 Archived Product Manufacturer US Aluminum Inc.-Division of CR Laurence Address/Phone/Email US Aluminum Inc. Vernon,CA 90058-1826 (972)937-9651 Don_Willard@usalum.com Authorized Signature Luis Lomas rl lomas@ I rlo maspe.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Luis Roberto Lomas developed the Evaluation Report Florida License PE-62514 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL15712 RO COI FLCOLodf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D rF1 , C DcDy httn://www.floridabuildinz.ore/or/nr ann dtl.asux?oaram=wGEVXOwtDat3elSAlnR_._ R/13/2O12 Florida Building Code Online Page 2 of 2 Date Submitted 06/21/2012 Date Validated 07/24/2012 Summary of Products ---- ------------ — FL# Model,Number or Name Description 15712.1 BT601/IT600 STORM FRONT OS BT601/1T600 STORM FRONT OS ALUMINUM STOREFRONT ALUMINUM STOREFRONT DOOR DOOR SYSTEM-LMI SYSTEM-LMI Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15712 RO Ii 08-01577.odf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+65/-65 Evaluation Reports Other: fL15712 RO AE 11062402.odf fL15712 RO AE 512226A.odf Created by Independent Third Party:Yes 15712.2 t r r STORM FRONTOS BT601/IT600 STORM FRONT OS ALUMINUM STOREFRONT ALUMINUM STOREFRONT DOOR DOOR SYSTEM-NON IMPACT SYSTEM-NON IMPACT Limits of Use Installation Instructions Approved for use In HVHZ:Yes F115712 RO II 08-01581A,odf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:No Created by Independent Third Party:Yes . iI1 Evaluation Reports Other: FL15712 RO AE 512230A,Ddf C-earad by r tl p L t Wei PSI,•Y 15712.3 IG500/IG600 STORM FRONT OS IG500/IG600 STORM FRONT OS ALUMINUM STOREFRONT ALUMINUM STOREFRONT DOOR DOOR SYSTEM-LMI SYSTEM-LMI Limits of Use Installation Instructions --� Approved for use in HVHZ:Yes FL15712 RO II 08-01575.odf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+65/-65 Evaluation Reports Other: FL15712 RO AE 11062402,Ddf FL15712 RO AE 512224.odf _Created by Independent Third Party:Yes 15712.4 IIG500/IG600 STORM FRONT OS IG500/IG600 STORM FRONT OS ALUMINUM STOREFRONT ALUMINUM STOREFRONT DOOR DOOR SYSTEM-NON IMPACT _ SYSTEM-NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ:Yes F115712 RO II 08-01579A,odf Approved for use outside HVHZ:Yes Verified By:Luis Roberto Lomas 62514 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+65/-65 Evaluation Reports Other: fL15712 RO AE 512228A.odf Created by Independent Third Party:Yes Bach I I Next I Contact Us::1940 North Monroe Street.Tallahassee Fl.32399 phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 2007-2010 State of Florida,::privacy Statement::Accessibility Statement::Jtefund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis 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 dick . Product Approval Accepts: FM El El Norton • Sec-uritvui rxa. http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDQt3e1SA1nE... 8/13/2012 REVI^.'._.., REV f DESCRIPTION DATE APPROVED NOTES: ANCHORING NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE REQUIREMENTS OF THE FLORIDA BUILDING CODE. SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/2". 2) WOOD PROPERLYYMIRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRYDESIGNED OPENINGAND CIS HOTHE ED TO 2) FOR ANCHORING HEAD AND AIR SILL TO CONCRETE USE 1/4" ELCO ULTRACON TAPCONS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT MINIMUM EDGE DISTANCE. SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR 3) FOR ANCHORING WATER THRESHOLD INTO CONCRETE USE 3/8" POWER-BOLT ANCHORS WITH 4 CALCULATIONS. SUFFICIENT LENGTH TO ACHIEVE A 2" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 4 1/2" FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5 .080" THICK. MINIMUM EDGE DISTANCE. 5) UNITS MUST BE GLAZED PER ASTM E1300-04 SEE SHEET 5 FOR GLAZING DETAILS. 4) FOR ANCHORING JAMBS INTO MASONRY/CONCRETE USE 1/4" ELCO ULTRACON TAPCONS WITH 6) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REOUIRED FOR THIS PRODUCT IN WIND BORNE SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" DEBRIS REGIONS. MINIMUM EDGE DISTANCE. 7) DOORS MAY BE LEFT HAND OUTSWING OR RIGHT HAND OUTSWING. 5) FOR ANCHORING HEAD AND JAMBS INTO WOOD FRAME USE #14 WOOD SCREW WITH SUFFICIENT 8) MAXIMUM TRANSOM D.L.O.: LENGTH TO ACHIEVE A 1 3/4" MINIMUM EMBEDMENT INTO SUBSTRATE. SERIES IG500: 18 1/16" SERIES IG600: 19" 6) FOR ANCHORING HEAD AND JAMBS INTO STEEL FRAME USE #14 TEK SCREW WITH SUFFICIENT 9) MAXIMUM DOOR FRAME HEIGHT.: LENGTH TO ACHIEVE 3-THREADS MINIMUM EMBEDMENT BEYOND STEEL FRAMING. SERIES IG500: 99 7/16" 7) FOR ANCHORING SILL INTO STEEL FRAME USE 3/8" SELF TAPPING SCREW WITH SUFFICIENT SERIES IG600: 98 1/2" LENGTH TO ACHIEVE 3-THREADS MINIMUM EMBEDMENT BEYOND STEEL FRAMING. 9) HINGE LOCATIONS FROM BOTTOM OF PANEL UP TO BOTTOM OF HINGE: 8) ALL FASTENERS TO BE CORROSION RESISTANT. FIRST HINGE = 6" 9) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S 4- SECOND HINGE 45 1/2" INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH THIRD HINGE = 84 15/16" STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 10) THIS SYSTEM IS FIELD GLAZED AND ASSEMBLED. CONTRACTOR/GLAZIER IS RESPONSIBLE FOR A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 COMPLYING WITH GLAZING AND ASSEMBLY REQUIREMENTS. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. STEEL FRAMING - 16GA. (.063") MINIMUM STEEL STUD. 10) ALL DISSIMILAR MATERIALS MUST BE SEPARATED PER STANDARD INSTALLATION PRACTICES. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES SIGNED:06/13/2012 2 ELEVATIONS US ALUMINUM INC. ���111111r///// 3 ADDITIONAL APPROVED CONFIGURATIONS 720 CEL-RIVER ROAD \\J\s•••R. •••;'71 i� 4 ANCHORING LAYOUT AND NOTES ROAD HILL, SC 29730 `�,.•\\GENS�9s 5 BILL OF MATERIALS AND GLAZING DETAILS SERIES IG500/IG600 STORM FRONT OS ALUMINUM _Z*•" 0,4 51 * — STOREFRONT DOOR SYSTEM - LMI 6* 0 6 - 7 CROSS SECTIONS NOTES 70 TAT OF •tv ti` • 8 - 11 INSTALLATION DETAILS , DRAWN. DWG NO. �.'. 'ORIOQ:•���� Tt 12 - 14 COMPONENTS APE oArE 08-01575 - //s's•ONALING\��\ / 15 PANEL AND FRAME ASSEMBLY DETAILS NTS I 06/12/12 I 1 0= 15 i f7 0 0 .o l 77" MAX. DOOR REVISIONS FRAME WIDTH REV DESCRIPTION OATS APPROVED 72" MAX. TRANSOM D.L.O. WIDTH A l J 24" TRANSOM • TRANSOM SEED.L.O.NOTE 8 0 ` 0 0 II HEIGHT 120" 9 ' MAX. FRAME HEIGHT X X ss 83 1/2" DOOR ' 0 MAX. FRAME 0PANEL HEIGHT US ALUMINUM INC i s % US ALUMINUM INC• . D.G0. NOTE 9 IG500/Ic600 Icsoo/Icsoo • STOREFRONT STOREFRONT 95 1/2" SYSTEM COVERED SYSTEM COVERED MAX. UNDER SEPARATEUNDER SEPARATE PANEL APPROVAL. S APPROVAL. HEIGHT I I — - 4 0-- L 4- 26 7/16" MAX. .. 35 13/16" MAX. PANEL O.L.O. WIDTH PANEL WIDTH SERIES 1G500/1G600 STORM FRONT OS ALUMINUM STOREFRONT DOUBLE DOOR WITH TRANSOM EXTERIOR VIEW UNITS INSTALLED WITH WATER THRESHOLD.ITEMS#5 AND#6 UNITS INSTALLED WITH AIR SILL,ITEM#7 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING LARGE ±65PSF ±65PSF MISSILE IMPACT THIS SYSTEM WAS NOT TESTED FOR WATER LARGE MfSSILE IMPACT INFILTRATION AND IS TO BE INSTALLED ONLY WHERE THE WATER REQUIREMENT IS NOT NEEDED Design pressure chart(PSF) , Panel le el th ) US ALUMINUM NC. ON Height Pos�ONag�9Po0 s Nag (nPos575 Nog 720 CEL-R VER RIO D ���J�S•. II. 'I/0,f,,9i; 50.00 65.0 65.0 65.0 65.0 65.0 65.0 ROAD HILL, SC 29730 v,�\ ENSF,tP 54.00 65.0 65.0 65.0 65.0 65.0 85.0 SERIES IG500/IG600 STORM FRONT OS ALUMINUM *• 0 51 *_ 95.50 65.0 65.0 65.0 65.0 65.0 65.0 STOREFRONT DOOR SYSTEM — LMI �E ;i�� 95.50 65.0 65.0 65.0 65.0 65.0 B5.0 ='O ELEVATION 77 -:".-0,•- 10. TAT OF REFER TO RATING BOXES FOR DRAWN: OWE N0. REV /O # WATER LIMITATIONS. STJH CALE DATE 08 s0EE575 — ��//'ONAL,-.\\ NTS I 09/16/09 2 OF 15 0 ilirtT C) ma Illir REVISIONS REV DESCRIPTION DATE APPROVED 41" MAX. DOOR ,..._ FRAME WITH 77" MAX. DOOR 0 FRAME WIDTH 41" MAX. DOOR r_. FRAME WITH imin 77" MAX. DOOR �i 0 O / FRAME WIDTH 120" /'� FRAME ' / FRAM120"E HEIGHT X MAX. • II 'X / • X X ` `` 96 • X HEIGHT FRAME FMAX. X HEIGHT [ ss ,71 '1E1) HEIGHT© Os, ss O •• 9 0 9 j 0 0 0 A o SINGLE SINGLE W?RANSOM DOUBLE DOUBLE W/TRANSOM HARDWARE SCHEDULE HINGING METHOD PUSH/PULLS HAGER BUTT HINGE STANDARD PUSH BAR DH299 GEAR HINGE PEMKO STANDARD PULL HANDLE DH022 OFFSET PIVOTS ROCKWOOD PUSH/PULL 8X15745 LOCKS/EXIT DEVICES CLOSERS USAL SIX PIN CYLINDER AND CYLINDER RING CRL 045 SMC USAL THUMB TURN JACKSON 20-330 0HCC US ALUMINUM USALFLUSH BOLTS LCN4111SMOOTHIESMC 720 CEL-R VER ROAD \\\N"�jNC. `1R 11L// // JACKSON 1285CVRPANIC LCN14615MC ROAD HILL, Sc 29730 V••\0ENS�,9S‹moi •�. • JACKSON 2086CVRPANIC LCN 20300HCC SERIES IG500/IG600 STORM FRONT OS ALUMINUM *• 0 51 Tk= IVES FLUSH BOLTS LCN 4040 SUPERSMOOTHIESMC STOREFRONT DOOR SYSTEM - LMI ADAMS RITE 1850 DORMA 650 SMC ADDITIONAL APPROVED CONFIGURATIONS ��' TATE OF ;tv� J� ADAMS RITE 1880 DORMA 650 PAFHO SMC DRAWN. DWG NO. REV '��• '•;CORI�P'•��� ADAMSRITEG86CVRPANIC TJH OS-01575 - ��/`sS *G\ ` 71 AHTCVRPANIC scA�E NTS °ATE 09/16/09 SHEET OF 15 /"1HIII11��\\\ fl-; `-) 0 -,/N 6'• MAX. 1 13" MAX. _..J 6" MA;.. REVMIONs TYP. I I I O.C. TYP. I TYP. 6" MAX. , 8" MAX. REV DESCRIPTION DATE APPROVE D TYP. - 4" MAX. O.C. TYP. A 6' M / 0 4" MAX. TYP. 6" MAX. TYP. 8" MAX. I �_��. t 8" MAX. . . t 6" MAX. TYP. ss 4" MAX. 13 3/4" 9 ' 13 3/4" / 9 , MAXMAX. O.C. } X X ` , X X ` C � C � 1 6" MAX. TYP. 6" MAX. TYP. 4'T MP I 6 MA I 4" MAX. 6" th TYP. I__ 13" MA. � TYP. 6"TMMP.A.--j� 13" MAX NP. L 6" MAX. O.C. TYP. O.C. TYP. 9 DOUBLE W/TRANSOM DOUBLE 6" MAX. TYP.-- — 13" MAX. P O.C. TYP. 6" MAX. 6" MAX. TYP. FmmimmmmTYP. 13" MAX. O.C. TYP. /0 9 i 4" MAX. i 1 1 I 1 =moms• f } 6' MAX. TY—P. — 4" MAX.J + — 13 3 4' 9 ' 13 3/4" ' MAX. O.C. — ,'/// _ MAX.,0.C. /' X / _ �''' X 1 --''` € - US MINUM INC. — 720 CEL—RIVER VER ROAD \����J\Sy,RE I• L O'ffq i� ROAD HILL, Sc 29730 �,'*,\C vSF,cP SERIES IG500/1G600 STORM FRONT OS ALUMINUM ES*" 10 51 •*= ` STOREFRONT DOOR SYSTEM — LMI 7:_•••0 � �_ — ANCHORING LAYOUT AND NOTES X70'', TAT' OF 0` 6" MAX.JTYP. 6 4X. TYP. __ I I I I 1 DRAWN: DWG ND. REV i��FS•LOR10Q;G�•_,Q.,:---- -n-1--- \� �� TJH 08-01575 - �iVjs�0.---'�\\� SINGLE W?RANSOM SINGLE SCALE NTS DATE 09/16/09 S'''ET 4 OF 15 • iII + ,a C) ...y Nir PARTS LIST REVI51oNs NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCRIPTION DATE APPROVED 1 10526 MAIN FRAME — 9/16"GLASS US ALUMINUM ALUMINUM 6063—T5 2 10626 MAIN FRAME — 1 5/16"GLASS US ALUMINUM ALUMINUM 6063-15 3 10577 HORIZONTAL MULL — 9/16'GLASS US ALUMINUM ALUMINUM 60634 PARTS LIST 9/16" O.A. 4 10677 HORIZONTAL MULL — 1 5/16'GLASS US ALUMINUM ALUMINUM 6063—T5 NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL THICKNESS 5 10570 SUB—SILL US ALUMINUM ALUMINUM 6063-75 41 1E450 LOCK STILE — 9/16"CLASS US ALUMINUM ALUMINUM 6063—T5 1/4" HS— --- 090" SCP 6 TH800 WATER THRESHOLD US ALUMINUM ALUMINUM 6063-15 42 1E550 LOCK STILE — 1 5/16" GLASS US ALUMINUM ALUMINUM 6063—T5 BY DUPONT 7 TH811 AIR SILL US ALUMINUM ALUMINUM 6063-15 43 1E460 LOCK STILE — 9/16'GLASS US ALUMINUM ALUMINUM 6063—T5 1/4" HS 8 10524 FILLER VERTICAL — 9/16'CLASS US ALUMINUM ALUMINUM 6063-15 44 1E560 LOCK STILE — 1 5/16"GLASS US ALUMINUM ALUMINUM 6063—T5 EXTERIOR INTERIOR 9 10624 FILLER VERTICAL— 1 5/16" GLASS US ALUMINUM ALUMINUM 6063—T5 45 NP802 DOOR WEATHERSTRIP US ALUMINUM 1 10 10563 STOP — 9/16"CLASS US ALUMINUM ALUMINUM 6063—T5 46 CB802 SHEAR CHANNEL US ALUMINUM ALUMINUM 6063—T5 LIIV�_ i 11 IG663 STOP — 1 5/16"GLASS US ALUMINUM ALUMINUM 6063-15 47 1285 PANIC BAR JACKSON 9/16" GLASS V L BITE 12 IG100 FILLER JAMB/HEAD US ALUMINUM ALUMINUM 6063-15 48 GB6 PANIC BAR ADAMS RITE 13 EC801 SUB—SILL END DAM US ALUMINUM A-245 49 4111 CLOSER LCNCD 14 1E402 TOP RAIL— 9/16"CLASS US ALUMINUM ALUMINUM 6063—T5 50 1461 SURFACE CLOSER LCN 15 1E502 TOP RAIL— 1 5/16'GLASS US ALUMINUM ALUMINUM 6063—T5 51 20-330 OHCC CLOSER JACKSON GLAZING DETAIL A" 16 1E050 DOOR GLASS STOP — 9/16'GLASS US ALUMINUM ALUMINUM 6063-15 52 2030 OHCC CLOSER LCN 9/16'LAMINATED GLASS 17 1E150 DOOR GLASS STOP — 1 5/16" CLAS 6US ALUMINUM ALUMINUM 6063-15 53 CL045 SURFACE CLOSER CR LAWRENCE 1 5/16" O.A. 18 1E401 BOTTOM RAIL — 9/16" GLASS US ALUMINUM ALUMINUM 6063—T5 54 FLUSH BOLT US ALUMINUM THICKNESS 19 1E501 BOTTOM RAIL — 1 5/16"GLASS US ALUMINUM ALUMINUM 6063—T5 55 FLUSH BOLT NES 1/4" HS -/ 20 NP801 DOOR WEATHERSTRIP US ALUMINUM 56 STANDARD LOCK 1/4" TEMP— .090" SGP 21 NP825 EXTERIOR CASKET TREMCO EDPM 70 DUROMETE 57 1 1/2"BUTT HINGE PAIR HAGER EXTERIOR BY DUPONT — — 1/4" HS 22 NP826 INTERIOR GASKET TREMCO ERN SPONGE 58 CB801 2 3/8"CORNER BLOCK US ALUMINUM 23 SB916 SETTING BLOCK — 9/16'CLASS US ALUMINUM EPDM 85 DUROMET R 59 ST197 #8 x 3/8" PH SMS ALUMINUM 1 INTERIOR SPACER 24 SB917 SETTING BLOCK — 1 1/4" GLASS US ALUMINUM EPDM 85 DUROMET12 60 DN350 LOCK STILE CAP US ALUMINUM ALUMINUM 6063-15 SYSTEM 25 ST266 #12 x 1" HWH SMS 61 IC200 DOOR STOP US ALUMINUM ALUMINUM 6063-15 VII :1 6mi Ci) 26 ST268 112 x 3/4" HWH SMS 62 10567 HORIZONTAL MULL — 9/16'GLASS US ALUMINUM ALUMINUM 6063—T5 g/16' GLASS ,ii ., 27 LARGE MISSILE IMPACT GLASS 63 IG667 HORIZONTAL MULL — 1 5/16"GLASS US ALUMINUM ALUMINUM 6063-15 BITE , 28 BGA. STEEL STIFFENER HEAVY US ALUMINUM A36 MILD STEEL 64 CB901 CORNER BLOCK US ALUMINUM ® CD 29 WB600 W BLOCK .688"WIDE 65 3/8' — 16 x 3" NH BOLT 30 ST035 #10 x 5/8" FH SMS 66 TC800 11GA. THRESHOLD CLIP US ALUMINUM COLD ROLLED STEEL 31 DOW995 SILICONE SEALANT DOW CORNING SILICONE 67 X12-24 x 1/4" SCREW GLAZING DETAIL"8^ 32 08801 6 1/8'CORNER BLOCK US ALUMINUM 1 5116"IGU LAMINATED GLASS 33 LL INSERT US ALUMINUM US ALUMINUM NC. 34 D91164 STETTING BLOCK US ALUMINUM EPDMNUM 6063 T5 720 CEL—RIVER RIO D `\�J\5`REI••AO�� 35 1E420 PLAIN STILE — 9/16"GLASS US ALUMINUM ALUMINUM 6063-15 ROAD HILL, SC 29730 �,•v\G NSA.,cP 36 1E520 PLAIN STILE — 1 5/16"GLASS US ALUMINUM ALUMINUM 6063-15 SERIES IG500/IG600 STORM FRONT OS ALUMINUM *' 0 51 *= 37 IG046/� DOOR STOP — 9/16"GLASS US ALUMINUM ALUMINUM 6063-15 :*-:"— STOREFRONT DOOR SYSTEM — LMI BILL OF MATERIALS AND GLAZING DETAILS ���E OF C • 38 16140 DOOR STOP — 1 5/16'CLASS US ALUMINUM ALUMINUM 6063—T5 DRAWN: TWO NO. REV ".0". F�ORIOQ:G\•t'\� 39 IG0�7 STOP RETAINER — 9/16"GLASS US ALUMINUM ALUMINUM 6063-15 AP PiE pnTE 08-01 575 — //S/QNpj1S*\\�\ s 40 IGt A STOP RETAINER — 1 5/16'GLASS US ALUMINUM ALUMINUM 6063—T5 NTS 06/12/12 I 5 OF 15 " 117 \"t 0 .,,,, ,-- ,c,, ,z.., .f M RSgNS ® 25 ® I I REV OESGRIPOON DATE APPROVED —07..01111. ED ' Li � -�I1 y ®OR240R® '� OOR©� ® Ir ©OR0 -- '''4411111-1121, if-4-1' ,i' ®OR8 0 (DOR® ti.,_db. ii, 0 _ 6 0OR° I I ii '__ j'._j 13OR 63 16 ORG) ® fr ® L• I 1 i`tr) 1 ®OR 24 EXTERIOR ® rotoi INTERIOR f[, 1E/1 3 oR0f Vis'' 16 OR ® - 1 10 c1r O ® EXTERIOR J . ® `._ ®DOOR HEADER1. ... 1' ® 411111111 EXTERIOR °INTERIOR 14 OR® -/ ® �j m 1- 8 OPTIONAL DOOR HEADER AND TRANSOM ® ii� Liam1 ® e 18 oR° EXTERIOR 0 INTERIOR Co ® ° ©OR EXTERIORFIN1111 INTERIOR • CI ° 0 Ai1 ® �; ,.,� ® ,Fs. 18 0R° ® ° °� O DOOR WITH AIR SILL 0 DOOR HEADER AND TRANSOM ® O FOR OPTIONAL HEADER AND TRANSOM SEE DETAIL H f�4 US ALUMINUM INC. \\\S lg-lL0'/0 ° I 720 CEL—RIVER ROAD ��J •.41/ fr7 �1 ; ROAD HILL, Sc 29730 \v,•��CEN,s,,,..0-,• © �'f"�� __s- NOTE: FOR ANCHORING TO = = , � SUBSTRATE SEE SHEETS SERIES IG500/IG600 STORM FRONT OS ALUMINUM *' 0 51 •* 0 .��J—� 7 THRU 10. STOREFRONT DOOR SYSTEM — LVI • "' ����- CROSS SECTIONS TATE OF ;�\ DOOR WITH WATER THRESHOLD c.RAWN: DB'0 NO. _V '%. %.0•Z0R10`;0. :I AP 08-01575 /;S/ONIALIE-;\` TA'-E NTS IDArE 06/12/12 "EEr6 OF 1 +T + 0 0 REVISIONS R[V I DESCRIPTION DATE APPROVED O0R0 O 1010R0 0 ®OR 38 O ® cp O 0 ® 39 OR0 ici ,5 r- ---� I lk I• `•I I � �� ::,„. I �' 1'51.,r\r INTERIOR r-,1 i11,` _ ISS L' I- k V= _ ail I lor EXTERIOR • ® ®i ® ®OR 36 O ® 43 OR O \IOR® COR4- MULLION ASSEMBLY PROPERTIES 4 O DOUBLE DOOR , ,I TOTAL Ix (IN TERMS OF ALUMINUM: 16.754 in Sx ALUMINUM: 2.115 ins 00R© LrF1 --Sx STEEL: 4.889 ins 0 --11010111 INTERIOR ® O O O (DOR CD © ® ® `aJ" • ,____,. -, I P-1-L-1" �9F EXTERIOR ��Ni ik1 NOTE: FOR ANCHORING TO SUBSTRATE SEE SHEETS I� 7 THRU 10. 411) INTERIOR III 7.1T, 1• O TRANSOM JAMB IlUS ALUMINUM INC. �•�s R�ILp7j0J720 CEL-RIVER ROAD -:J • •y'.9. ' I - ROAD HILL. SC 29730 ��.�• �C E' Sic .LP iEXTERIOR --- + SERIES IG500/IG600 STORM FRONT OS ALUMINUM �*: /10. 51 *--:_-- STOREFRONT ` STOREFRONT DOOR SYSTEM - LMI =O✓ T(ATicE OF '�_ CROSS SECTIONS 73' ..<4./...-.• 27 ® 35 OR 0 OOR© ® v WN; OH6 ND. /%tel` A.0 R10Q:Gam`''\: TJH 08-0157 /� ONAL \\ OLOCKSTILETOJAMB ='-E ',1-11 1D,,TE 09/16/09 1SHEET 7 0- 15 i �;��IIIIt111\\.\ lir §: WOOD FRAMING BY OTHERS, ReRs*Ns WOOD FRAMING TO 1 3/4" MIN. ,.." BE PROPERLY SECURED REV DESCRIPTION DATE APPROVED EMBEDMENT 1/2" MAX. r SHIM BACKER ROD AND I��` APPROVED SEALANT BY OTHERS - BACKER ROD AND 7 APPROVED SEALANT BY OTHERS [ u BACKER ROD AND 1 3/4" MIN. �r SEALANT #14 WOOD SCREW APPROVED Y OTHERS EMBEDMENT I1I Al, .. EXTERIOR INTERIOR INTERIOR i 3j ,p, li "I— 1 ` Ili_m {II �r>n�uuin//////4, i -.t /1111U 1h. 1.1.3-11111 ta wooD rI —.1%.P1-41 i+ SCREW 4 QDOOR HEADER 11111" i 11 WOOD FRAMING BY OTHERS, 4- 2X WOOD FRAMING INSTALLATION !III I "`' WOOD FRAMING TO TRANSOM HEADER SIMILAR PROPERLY SECURED EXTERIOR I BACKER ROD AND 11III1/2" MHIMAX' APPROVED SEALANT S EXTERIOR a INTERIOR BY OTHERS O JAMB _ �Aamm WOOD FRAMING INSTALLATION ii_ ii — — HINGE JAMB SHOWN,LOCK JAMB AND TRANSOM JAMB SIMILAR FASTENER HEADS 3/8" POWER-BOLT O MUST BE COVERED WITH APPROVED SEALANT SILL TO BE SET IN " BED OF APPROVED ria .,n.- SEALANT IOM- ER.=lirldr V 4 c .. US ALUMINUM INC. `\\S1tR�IL/O//ii 2" MIN. 720 CEL-RIVER ROAD ��0� �9i CONCRETE ROAD •HILL, SC 29730 �v••VGENS•••sii BY OTHERS a EMBEDMENT • �. F • 4 D SERIES IG500/1G600 STORM FRONT OS ALUMINUM *' 0 61 K d c� v STOREFRONT • DOOR SYSTEM - LMI =y' �E ;�� 7 I �� INSTALLATION DETAILS AO,• TATE OF•�, I 4 1/2" MM. 4 1/2" MM. ••••!,...74., ��ORIOQ;•��' / III' EDGE DIST. EDGE DIST. I DRAWN: DVC NO. REVs ,•lG \ C) O WATER THRESHOLD AP 08-01575 j���/p�pitE`�‘� ;'�`s CONCRETE INSTALLATION SCALE NTS ILATE 06/12/12 IsNEET8 OF 15 �0� 0 lir CONCRETE REVISIONS 2 1/2" MIN. 2 1/2" MIN. BY OTHERS REV I DESCRIPTION DATE APPROVED EDGE DIST. EDGE DIST. . OPTIONAL IX BUCK OR p SHIM BY OTHERS. 1 3/8" MIN. ° n f v 1X BUCK TO BE EMBEDMENT d a PROPERLY SECURED. d ` SEE NOTE 7 SHEET 2 -I — rj� 1 1/4" ELCO ULTRACON TAPCON ;�;5 �� OPTIONAL IX BUCK OR SHIM BY OTHERS, BACKER ROD AND t J1 1/2" MAX.j 1X BUCK TO BE APPROVED SEALANT � ' � SHIM PROPERLY SECURED. BY OTHERS — SEE NOTE 7 SHEET 2 1/2" MAX. BACKER ROD AND SHIM BACKER ROD AND APPROVED SEALANT 1.1 APPROVED SEALANT at 1111113" BY OTHERS BY OTHERS uI 1/4" ELCO EXTERIOR INTERIOR 2 1/2" MIN. '�'� , ULTRACON TAPCON TRANSOM HEADER EDGE DIST. p d INTERIOR ®CONCRETE INSTALLATION Q DOOR HEADER SIMILAR " -.,,,mUAI\mmomiuI=I` L``� Qp � i EX TERIOR if -I EXTERIOR INTERIOR 2 1/2" MIN. EDGE DIST. pa FASTENER HEADS MUST BE COVERED iemmm, WITH APPROVED P4 SEALANT BACKER ROD AND 1 1/4" MIN. APPROVED SEALANT EMBEDMENT BY OTHERS MASONRY/CONCRETE FASTENER HEADS BY OTHERS 1/4" ELCO MUST BE COVERED WITH APPROVED OTRANSOMJAMB ULTRACON TAPCON SEALANT MASONRY/CONCRETE LOCK JAMB AND HINGE JAMB SIMILAR SILL TO BE SET IN 11:1 BED OF APPROVED r 'JALT SEALANT _f�' ''""11P .1 • a a 4 1 3/8" MIN. US ALUMINUM INC. \\\`' R tr° '',. d a v EMBEDMENT 720 CEL-RIVER ROAD \\J q i ON CRETE c ° ROAD HILL, SC 29730 s, ••'\CE'vS,'.J'�. rs a OTHERS I SERIES IG500/IG600 STORM FRONT OS ALUMINUM =*' 13, 51 ��TT 2 1/2" MIN/ 2 1/2" MIN. STOREFRONT DOOR SYSTEM - LMI fl�LLkiTAT OFw��` f EDGE DIST. EDGE DIST. INSTALLATION DETAILS TO,• STAT OF••�\ DRAWN: 01YC 40. - ``s' -j OB AIR SILL AP 08-01575 ij ®NAI \\ i CONCRETE INSTALLATION / SIII I I 1111 \ t CCALC NTS �'E 06/12/12 S"EET9 OF 15 lir K.. REV DESCRIPTION I DATE I APPROVED 1/4" TEK SCREW 16GA. MIN. STEEL FRAMING — BY OTHERS 3 TREADS MIN. r BEYOND NG — fl FRAMING 'i �1/2" MAX. L_____,-----= SHIM BACKER ROD AND 1/2" MAX. MIIIIIS _�1111111* APPROVED SEALANT SHIM } _ 1 BY OTHERS 16GA. MIN. 101 al STEEL FRAMING BACKER ROD AND FASTENER HEADS BY OTHERS APPROVED SEALANT _ � MUST BE COVERED ———— 8Y OTHERS SIT AACRER DOD AND WITH APPROVED l;"="APPROVED SEALANT SEALANTrl c:s.:BY OTHERS il 1 �h1 �'U -`- .�1 INTERIOR ri,./,ls, iO'1 or :� k EXTERIOR INTERIOR 7.Thri. • �a 4- 1111111111 1 —I i '''''' 1/4" TEK SCREW 741 • 1 EXTERIOR BACKER ROD AND APPROVED SEALANT 3 TREADS MIN.BEYOND STEEL BY OTHERS FRAMING O JAMB OE DOOR HEADER STEEL FRAMING INSTALLATION STEEL FRAMINGINSTALLATION TRANSOM JAMB AND HINGE JAMB SIMILAR TRANSOM HEADER SIMILAR US ALUMINUM INC. \\\s R•II.0 /i// 720 CEL—RIVER ROAD ROAD HILL, SC 29730 `: J•.\GENSS9J,<i, SERIES IG500/IG600 STORM FRONT OS ALUMINUM =*' 0,-551 •'t' /'1 STOREFRONT DOOR SYSTEM — LMI ((,Pqr ,.1 71 INSTALLATION DETAILS TAT__ OF ;�` �y DRAWN: DMG NO. RC i'AZ<••• OR\.• G��',\ 0 TJH 08-01575 — /�S�� '.1.x.\\\\\ ��� r J SCALE NTS DATE 09/16/09 SHEET 10 OF 15 7/;//1NAL}1�\\\ i1! j CI 0 ,y� l REVISIONS REV DESCRIPTION DATE APPROVED WOOD FRAMING BY OTHERS, 2 1/2" MIN. 2 1/2" MIN.{.� WOOD FRAMING TO EDGE DIST. EDGE DIST. I CONCRETE 16CA. MIN. BY OTHERS BE PROPERLY SECURED J ' STEEL FRAMING 1 a BY OTHERS 1110"-- s / a '- OPTIONAL 1X 1 3 8 MIN. GI a :.6 BUCK OR 3 TREADS MIN. 1 3/4" %� EMBEDMENT SHIM BY BEYOND STEEL MINIMUM . a =� OTHERS. FRAMING I� EMBEDMENT 1/2" MAX. �— _ ��1� 1X BUCK �� r SHIM _■ TO BE ' � '� I .. i; :? _SII PROPERLY 111111FIC= -- i , r;5 SECURED. I—Ii1It t_BACKER SEE NOTE BACKER ROD ANDBACKER ; ROD AND II I 1/2" MAX. 7 SHEET 2 APPROVED SEALANT I 1/2" MAX.i ROD AND DKAND APPROVED l� � ,, SHIM BY OTHERS li SHIM APPROVED 111 - � SEALANT g� 1, J�111PROVEDBY OTHERS �• ^v3""'mom' ;__, BACKER ROD AND BACKER SNT �•-�$.,..,�>""'.a.'."� . 5.,. �,...OTHERS --iimrii 61/.._------....-.. ..---..=.‘ RODDby APPRED SEABY OTHERS #14 WOOD SCREW �� 1/4., CON r�� SCREW ,ii ,Ir ULTRACON L` TAPCON ii EXTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR voliirems.. vigarmi. Ilailit 411111 @OPTIONAL DOOR HEADER @OPTIONAL DOOR HEADER @OPTIONAL DOOR HEADER 2X INSTALLATION CONCRETE INSTALLATION STEEL FRAMING INSTALLATION US ALUMINUM NC. 720 CEL-R VER ROAD �J\;ll '.1.-04;,/.1.-04;,/ ice ROAD HILL, SC 29730 �,•v\CEN0.0.0.�� SERIES IG500/IG600 STORM FRONT OS ALUMINUM .F.:,*: $ Ø51 STOREFRONT DOOR SYSTEM - LMI �.pay{lhl�atl3�` Ti INSTALLATION DETAILS X13 STAT OF 0 DRAWN: DWG NO. REV „OAPs�OR10` G\�'\: SCA:.E GATE 08-01575 - //i,,oNM.1E\\\\ C) NTS I 09/16/09 I 11 OF 15 13T + REVISIONS REV DESCRIPTION DATE APPROVED 4 61/64" _ - I- 1 39/64" I 5" -1 1 3/4" r 51/6 7111iiiiiiiiiiiiiii;iiiii I r 2 25/32" --I {If 1/2" CAA 4 1/16" I H 3/4" -I 2 1/2" 15/64"T i S 21/64" I T 4 19/32" 1 2 1/16" 0 AIR SILL Og FILLER VERTICAL 1 5/16"GLASS EXTRUDED ALUMINUM 6063-T5.109'THICK EXTRUDED ALUMINUM 6063-T5.095"THICK 1 nIIMIIMIIIIJ, f---- 3 5/8"---I Jr ®MAIN FRAME-1 5/16"GLASS 51/64" EXTRUDED ALUMINUM 6063.75.080 THICK 4 61/64" Y`y^I t ®HORIZONTAL MULL-1 5/16"GLASS 2 27/64" ll EXTRUDED ALUMINUM 6063-T5.125'THICK 4 61/64" 5" 13/16' 5/16" ! --I 1" I-- 419/3 1 63/64" 1. i -1 r- 1____ O FILLER VERTICAL-9/16"GLASS EXTRUDED ALUMINUM 6063.75.095"THICK ._r____a_/_____ri OO WATER THRESHOLD EXTRUDED ALUMINUM 6063-T5.109"THICK 5 5/16" 42 1/2" 4 1/16" 2 1I/16' � 4 19/32" I3 5/8"--I — I_r—_____ 1 13/16" 1—s' ��MI -- 1 1/64" 7/8 I ] t ® MAIN FRAME 9/16"GLASS EXTRUDED ALUMINUM 6063-T5.080"THICK 1 3OHORIZONTAL MULL-9/16"GLASS 1" i' S 1/8" EXTRUDED ALUMINUM 6063.75.125"THICK 12 FILLER JAMB/HEAD O SUB SILL EXTRUDED ALUMINUM 6063-T5.080"THICK EXTRUDED ALUMINUM 6063-T5.075"THICK 1 37/64" ^-1 1 61/64" I— 1 17/32" US ALUMINUM INC. \\\``�1R'•'/.o///,, 1 17/32" 720 CEL-RIVER ROAD \� S •'1'q/moi' ROAD HILL, SC 29730 \.,'�\�ENSU,cP�� /'� 1 43/64' SERIES IG500/IG600 STORM FRONT OS ALUMINUM *" 0461 'k= 1 17/ I I I I STOREFRONT DOOR SYSTEM - LMI 7=-0 t:.--7--. ` COMPONENTES , TAY. OF •cam` 1 1jOP-1 5/16"GLASS 7 0 STOP-9/16"GLASS • EXTRUDED ALUMINUM 6063-T5.062"THICK BRAWN: DWG NO. R� ��i�n'5'/."'"*t;G��� EXTR1/DL�ALUMINUM6063•75.062"THICK TJH 08-01575 - ,//S�ONAL %\\ i` i SCALE NTS CAir 09/16/09 SHEET 12 OF 15 " /IiI111II111"` 0 T 0 REVISIONS 211/64" 2 11/64" REV DESCRIPTgN DATE APPROVED H 1" I-- r I' 4 5/8" F ' - ' T 2 3I/16' I---- 4 5/8" -I + H I-- 37/64" I � r 1 3/16"E 4 11/16" Ie_ i j_ � LOCK STILE-1 5/16"GLASS I 1" EXTRUDED ALUMINUM 6063-T5.125'THICK 2 3/16" DOOR STOP-9/16"GLASS 7 5/16" J �I' 1)-137 EXTRUDED ALUMINUM 6063-15.050'THICK 4 21/32" 43 LOCK STILE-9/16"GLASS EXTRUDED ALUMINUM 6063.15.125'THICK t o TOP RAIL-9/16"GLASS T • H H 37/64" EXTRUDED ALUMINUM 6063-T5.125"THICK 2 3/16" I--4 21/32" - - L = t _L__1.,,,..., 1 15/32 L J L 2 11/64" r- 36 PLAIN STILE-1 5/16"GLASS 2 3/16"1" DOOR STOP-1 5/16"GLASS 18 BOTTOM RAIL-9/16"GLASS r EXTRUDED ALUMINUM 6063-T5.125"THICK Ir� I 38 EXTRUDEDACUMINUM6063-T5.050'THlCK EXTRUDED ALUMINUM 6063-T5.125'THICK T I I 1 I 7a 11/16" -{ 35 PLAIN STILE-9/16"GLASS ,- --I L I EXTRUDED ALUMINUM 6063-T5.125'THICK I 2 11/64" 1..._ — I 4 11/16" —t7v v5 1" 3/16"2I I 59/64" I I 59/64" 7� 17/32 �117/32" a tLOCK STILE-9/16"GLASS r-F " - EXTRUDED ALUMINUM 6063-T5.125'THICK 17/64" —I - 9/16"—I 15 TOP RAIL-1 5/16"GLASS t 6 DOOR GLASS STOP-9/16"GLASS 7 5/16" EXTRUDED ALUMINUM 6063-T5.125'THICK 17 DOOR GLASS STOP-1 5/16"GLASS O EXTRUDED ALUMINUM 6063-T5.062'THICK EXTRUDED ALUMINUM 6063-T5.062'THICK 4 11/16" I \IIIIIlf!/ US- T 720 CELL-RVER ROAD J�S R'CD�1/�ii ROAD HILL, SC 29730 \�,••�CENS.�'9S 2 3/16" SERIES IG500/IG600 STORM FRONT OS ALUMINUM =*' 0/ 6Z.:,,./e::-.: STOREFRONT DOOR SYSTEM - LMI �yvytki/(�f3� !�` 0 1 COMPONENTES ^9D', STTATEEE OF CI 9 BdlY7[OM RAIL-1 5/16"GLASS MANN. DWD No. REV �/��F/f�lNA�OP\\`��� EXTIfDALUMINUM6063-T5.125'THICK a2 LOCK STILE 15/16"GLASS TJH 08-01575 iis16,.••E�G��� ,T'q EXTRUDED ALUMINUM 6063-T5.125'THICK SCALE NTS IDATE 09/16/09 ISNEET 13 OF 15 /1111111/ 1 l4l(t/J Alk L J 0 V 4 SCRE'J.5 J'l� I 5/16" --I [REV OERIFMM DATE l APPROVED .195"—I hi-.207" 2 1/32" I T I I 1 9/16" 20 DOOR WEATHER STRIP 33 SILL INSERT 4 61/64" VINYL EXTRUDED ALUMINUM 6063-T5.090"THICK 0 LOCK STILE CAP —I 1 63/64" EXTRUDED ALUMINUM 6063-T5.055'THICK 4 J.__e_c___e_r___t 2 1/2" I 3 1/4" ,- 45/64" 1 1/8" 125'1--1E ..II r 125 371 rb [ .625" 1 41/64" 1 29/32" 2 13/32" HORIZONTAL MULL 9/16"GLASS 45 DOOR WEATHER STRIPL 6z EXTRUDED ALUMINUM 6063-T5.085"THICK VINYL 46 SHEAR CHANNEL 0 STOP RETAINER-1 5/16"GLASS EXTRUDED ALUMINUM EXTRUDED ALUMINUM 6063-T5.075'THICK 4 61/64" 6063-T5.363'THICK 4 1 39/64" I 2 1/8" I 1 ____Iill 2 1/2" 9/16" 453.. , 3 1/4" � I H � 1 1/8" i X711 23/32" g Li 1 1/4" ca ____ �V 849" _i_ OEXTERIOR GASKET INTERIOR IDR GASKET �_ 21 EDPM SPONGE 2 61 DOOR STOP EDPM SPONGE EXTRUDED-ALUMINUM 6063-75.085'THICK 63 HORIZONTAL MULL-1 5/16"GLASS EXTRUDED ALUMINUM 6063.75.085'THICK 4 47/64" 2 23/32" 45/6a" US ALUMINUM INC. ���5 1R 11� //iii 29/64" /moi 720 CEL-RIVER ROAD ���J\ �9 ''' -�,/,..w��wrzrm,,,„/ 1 21/32” ROAD HILL, SC 29730 ••��GENs�•s �i i i / 1 49/64" *. SERIES IG500/I0600 STORM FRONT OS ALUMINUM _ 0 51 1 STOREFRONT DOOR SYSTEM - LMI � • - COMPONENTES :7743 AT' �` 1'' ®STOP RETAINER-9/16"GLASS . : OM NO. R, �i�'OFS;PC O R100.G`t'\�� STEEL STIFFENER HEAVY EXTRUDED ALUMINUM 6063-75.075"ThICK DRATJH 08-01575 - ////S.ONAL1Ea\.\� FORMED SGA.A36 MILD STEEL ill scnEE NTS Ica'" 09/16/09 I sHEE'14 OF 15 " 0 ''r 0 "ti Ay ® ITEM #12 SNAPS REvistoNs O ® INTO ITEM #1 OR #2 REV DESCRIPTION DATE APPROVED © ITEM #12 SNAPS INTO ITEM #1 OR #2 ® Olt 32 0 OR © -/ 0 7,40 , OR OR OR (/� ITEM #12 SNAPS rfi liD �t�l t �'I OR INTO ITEM #1 OR #2 �,I 'j1 j -. ,��\� 15 I OF :0111111..e. ,,_ 0 ,,,,%%-- ,.../ • 0 -� et � P ©m l• il .. +. •• m OR II .; t9 FRAME ASSEMBLY DETAIL /� 111111 1111,11111 0 WITH WATER THRESHOLD OR ® O m ® m ; � OR a . - 64 0 PANEL ASSEMBLY DETAIL ED OR -, O 0 0 \ ® US 720 CEL-RIVER VER RINUM IOAD \�J�s�R�IL04// 1011-.14 CD ROAD HILL, SC 29730 ��..\‘CENS4`..(2i �i SERIES IG500/IG600 STORM FRONT OS ALUMINUM *• 0 61 rte•*= / PANEL RAND FRAMEFRONT E ASSEMBLY DETAILS � E OF •�� T� ....:-.4..› DRAWN: DWG NO. REV "�'PF•RZOR�OQ:•��,\ , TJH 08-01575 _ i Ss,•..••NG 0AIR SILL DETAIL SCALE NTS DATE 09/16/09 I SHEET t S OF 15 //7j�JMA�11�\OI. \\ 6IJ C) 0 17 MIAMI= MIAMI-DADE COUNTY COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building E.I.DuPont De Nemours&Co.,Inc. • DuPont P&IP Chestnut Run Plaza,712/161,P.O.Box 80712 Wilmington,DE 19880 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County BNC- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: DuPont SentryGlas®Interlayer APPROVAL DOCUMENT: Drawing No. 10-0413.04,titled "DuPont SentryGlas® Interlayer", sheet 1 of 1, dated 04/13/11,prepared by E.I. DuPont De Nemours&Co., Inc., signed and sealed by Allan A. Kozich, P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Laminated lites under this Product Approval shall be permanently marked in a corner of the glass with: "MDCA - SentryGlas®", standing for"Miami-Dade County Approved— SentryGlas®", and the laminator's identification mark. These marks shall be applied by the individual laminator producing the finished laminated glass product containing the SentiyGlas®interlayer. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to • comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 10-0413.04 and consists of this page, evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. J I NOA No: 11-0624.02 Expiration Date:January 14,2017 MIAMIOADE COUNTYApproval Date• ur gust 25,2011 APPROVED 11414Yi l6I �j,-���J 06 /6/" E.I.DuPont De Nemours&Co.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWING 1. Drawing No. 10-0413.04,titled"DuPont SentryGlas®Interlayer",sheet 1 of 1, dated 04/13/11, prepared by E.I.DuPont De Nemours&Co.,Inc.,signed and sealed by Allan A.Kozich,P.E. B. TEST REPORTS Laboratory Report Test Date Signature 1. 96177.02-106-18 ASTM D 635 02/22/10 Joseph A.Reed,P.E. 2. 96177.02-106-18 ASTM D1929 02/22/10 Joseph A.Reed,P.E. • 3. 96177.02-106-I8 ASTM D2843• 02/22/10 Tosepli A. Reed,P:E. "Submitted under NOA #10-0413.04" 1. 3136116SAT-001 ASTM D 635 10/25/07 Chris Bowness,P.E. 2. 3111755SAT-002 ASTM D1929 01/02/07 Chris Bowness,P.E. 3. 311.1755SAT-001 ASTM E 84 12/19/06 Chris Bowness,P.E. 4. PRI06246 ASTM 0 26 06/26/07 Due T.Nguyen,P.E. 5. PRI06246 ASTM D 790 06/26/07 Duc T.Nguyen,P.E. "Submitted under NOA#07-1116.04" ' C. CALCULATIONS. 1. None D. MATERIAL CERTIFICATIONS 1. None. E. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department(BNC) .. F. STATEMENTS 1. Statement letter of code conformance to 2007 FBC and no financial interest issued by Allan A. Kozich & Associates, dated 08/09/11, signed and sealed by Allan A. Kozich, P.E. 2. Laboratory 2007 F.B.0 compliance letter issued by Architectural Testing, Inc.,dated 02/22/10, signed and sealed by Joseph A.Reed,P.E. "Submitted under NOA#10-0413.04" 3. Approved listing of SentryGIas®Plus laminators dated November 30,2005,signed by Jeffrey D. Granato. "Submitted under NOA#06-1205.10" • er3A1,01/ agIVI Carlos M.Utrera,P.E. Product Control Examiner NOA No 11-0624.02 Expiration Date:January 14,2017 Approval Date:Aug st�� E-1 Copy DUPONT SENTRYGLAS® INTERLAYER PRODUCT DESCRIPTION ' MANUFACTURED BY: E.I. DUPONT DE NEMOURS&CO., . `• INC DESCRIPTION: A PLASTIC INTERLAYER MATERIAL WHICH IS `: '. . FACTORY LAMINATED TO A MINIMUM OF TWO PIECES OF GLASS, �,, A TYPICAL GLAZING IS MADE OF THE FOLLOWING COMPONENTS: (MINIMUM THICKNESS INDICATED. MULTIPLE PLIES OF INTERLAYER TO BE USED AS NECESSARY). h W.; A B C A - 1/8"(3.0 mm)Annealed Glass SECTION B - 0.030"(0.76 mm) DuPont SentryGlas®Interlayer C - 1/8" (3.0 mmJ Annealed Glass MATERIAL CHARACTERISTICS SentryGlas® Interlayer Designation Test __ Properties Flame Spread Index ASTM E84 35 Smoke Developed Index ASTM E84 250 Flash Ignition Temperature[1] ASTM D1929 788 F Flash Ignition Temperature[2] ASTM D1929 752 F _ Self Ignition Temperature [1] ASTM D1929 806 F Self Ignition Temperature[2] ASTM D1929 770 F Average Extent of Burning [1] ASTM D635 0 cm/min.; Class Cl Average Extent of Burning [2] ASTM 13635 0 cm/min.; Class CC1 Average Modulus of Rupture ASTM D790 Weathering* *WEATHERING PER SECTION 2612.2 OF Before After THE FLORIDA BUILDING CODE 5,415 psi 5,366 psi NOTES: [1] 30 mil (0.76mm) thickness DuPont SentryGlas®Interlayer Sample [2] 180 mil (3.3mm) thickness DuPont SentryGlas®Interlayer Sample [3] DuPont SentryGlas F; Interlayer by Itself Does Not Comply With the Florida Building Code THIS IS A COMPONENT APPROVAL AND DOES NOT INCLUDE AN EVALUATION OF STRUCTURAL PERFORMANCE OF THIS COMPONENT. SYSTEMS INCORPORATING THIS COMPONENT SHALL APPLY FOR A PRODUCT APPROVAL TO THIS OFFICE AND SHALL SUBMIT REPORTS AND OTHER REQUIRED DOCUMENTS SHOWING THAT THE SYSTEM USING THIS COMPONENT WILL RESIST THE LOADS ACCORDING TO CHAPTER 16 OF THE FLORIDA BUILDING CODE. DuPont SentryGlas® Interlayer ,TOOratCr>etiIvtwets E.I. duPont de Nemours & Co., Inc. woarriplyin wish tie'bids BuiidingCida I. DuPont P&IP - GLS Acorpn C No /./- ' 2',02 , ' ' Chestnut Run Plaza Bldg 712/161 Exp rs iaN;• 47 Wlk /7 . P. O. Box 80712 di � Wilmington DE 19880-0712 ' i--71Pt°ir"ctcO"i'o .:.,----'"' Phone: 302-999-2125 Dwg. 10-0413.04 rev 1. Sheet lof 1 . ' . r;, Drawing Date: 04/13/11 JUN 2 2 201f ' Allan A. Kozich, PE !; Registration # 16864 "fix~--dr,, . •• i c.,i,. No.. 065C COpy City of Cape Canaveral Building Department P.O.Box 326 7510 N. Atlantic Ave. Cape Canaveral FL 32920 PRE-POWER REQUEST (To be completed by Electrical Contractor of Record) DATE: - (J/ TO: Glen Perrino, Building Official FROM: Doug Wilson But. / Accent Electric SUBJECT: Request for pre-power. prior to final inspection PERMIT# C12-1 SITE ADDRESS: 8801 Astronaut Blvd. , Cape Canaveral, FL 329Z0 The above referenced project is in its final stages of construction. 1 hereby request that electric power be connected to this project to accommodate: Equipment start—up and systems testing. -- I understand that this request will be limited to a period of not more than 30 days. The final inspection must be made within 30 days from the date the power company connects the power. 1 further understand that the power may be disconnected if the terms of this agreement are not fulfilled as described herein. By submitting this completed request, I understand and am aware that the building will not be occupied prior to the issuance of the Certificate of Occupancy by the Building Department. I also understand that the Building Official is authorized to order the disconnection of electrical power. The undersigned Electrical Contractor of Record hereby certifies that the wiring, equipment and fixtures of the entire area to be served by this pre-power request are in such condition that electrical current may safely be connected. Adequate safeguards will remain in place to prevent unauthorized persons to have access to energized electrical components. y F Demo 7 Electrical Oontractor tgnature Certification/Registration Number G. Mark Lieb For NotaryfFlouse only: State of Florida,County of Brevard • Sworn and subscribed before me this e0( day of (aS.-1 ,20/g, b1' QtQ- L 1 d name of Applicant — who produced identification:�ec-Ja.w\\� l �� or is personally known to mc. Seal: ignaNro-N . DOLORES RENEE SIMMONDS MY COMMISSION•EE 163291 Thla foa rm ny be duptfcstcd. G:1Btdf.Dept.PornuU're Power Request ;, ._ EXPIRES:March 27,2016 iirtr Bonded Thr,Notary Puaw Undervmtere a Glenn Pereno From: Dave Menzel <dmenzel@maidesignbuild.com> Sent: Thursday, March 28, 2013 10:52 AM To: Glenn Pereno Cc: 'Tim Saunders' Subject: FW:Anchor bolts Attachments: safemail@maidesignbuild.com_20130215_095929.pdf Glenn, Here is the revised anchor bolt detail I approved and sent to Tim. Thanks, David T. Menzel, President mai DESIGN BUILD Suite B Melbourne, FL 32904 (321)757-3034 www.maidesignbuild.com 3' ..x.. - 4'-- °RV, SI bN) . T Loc A'csc►r - AL1. U t4E L ABx V/14' 311' 11.7 '{" 2,-,3ti 311,,,_ _ , ; REVIEWED FOR ....t.to.2,,• � 4c ir � �Y .�� M� � PLIANCE F.:Ac,E. or uoy......„ _ ______ -- —i.A._,,, --, r. . . I�L 4 / r - E T tr\ -\-%i C- — - r . .: 1_ filo _•7r,v1ri iii. f//Ai eOf//A- . _L . - --�.___ 5 MIN, 1 I . ——gobtfri.°I f er:-A . . ... . _ '. ._.._ ____... : iqfPRovEk OFFICE CO y t,3io � c1 w�v �ot to >~Y`1��-rnti I Wit- .----. _ r _Sisal- ,- ( .. . . 1 -__ ► F C: . . . h. Il•OG V')ll,S0l' F,-;NT.,-1-tic. , -13 .02P13 1iJ ' a4s • old03 3OIddO Id oc.?¢£ :'yZM3W:./. c//Abc' ------- 7--- == rn•..ra rn.I r wvwouvaxtwJ ' \ lew <;. .,,,die.. rs� ,• v�- . seal —7.' L , -ift_tt_J--7 _ ,C8 ' rim 1; '/qd -7-1 . si-7iti '-f4b is Tor j i u 4' l' • r '' i. II r II 1k Il 1.1�l� r 1'I I! Y rY III ���� (,I I I I I D -- £‘.I x i- i i.. II w q I' i 1 .3 ,• ---i i x II"11 X 'i" I' ',' Gtt J ' O k 1 M I A ' i it �i Ij 1 � Ii 1 I� I I a �' , I!-: ., 1„ " I IIS, °+ __II �F Ik ��� (r IA (I ��' 1 I Ik I i Q I , riZ !mill� I, �k I I r Iii i I It I I �t i I r ' -• 1 !! II I I I 14Yr l:< I! —I L, —I;� 1`.. -�- Y;, I 11. it.t .t ` Ir I� �^ II 1) :'rI� II ,i ' I Br! r, ,r , I1 _II ll,t I� �' It.J , „ eI C Silt/ 1 �1 1� I I I 1 I t� I i� II ,r 1 I a I i 11 II 1 I i. I- I 1-- f IL_- N � I 1 I - -- y--- - I – i ,t I f I ill., ---- I.. r ,. II ., ..I c : II i 1! ._-1I II r I II I; I � -__ _-1_rt�.��._� ���__ mo4-44h---- __ 44-1 1+ o ' - .m-- .., Ig-*---1 it, f) 6- 1-- . ' —1 t 4 O O V O O Z O ul It ,V ''x" ••••_71,...._. gek/tt Sl be..1 _ PNI • Tut* i Lbr.a-rtar f U� < L4_-4tsL X Y V..1- __ - �J � „ �i ' •'_' S/�_ _al_._._.. Ar iv '133 PLi _.Is '._. ..�. ..__._ le_• ~ '� I .� - E. . • ,]=1' 2" • 1 1 ---14--. - i `' - - -r.. - - _ _ 4_. -4` r : I it; 4�� i �b �--.-.---• 3-Q, '-- - .. . s e I I -i� I =: 4_`eses ,,,--- :-...:.:._. .•�Irtl ...,s irir. :H,./?._ .:;R%'e,IQ. „:.nary a I L..�.. ..._ .._ — M� . ..........__,.._ 9... :. :11 APPRthik k h4.. - - FIELD COPY d - iDE.Acti,whvE CoMrt_cx Ahit,A0R..161-r` ) rAlI.. 1 1imst. E. . • ;ka146 ' 7F. C�1h1MiEjZf • Ot3C-1 \NILSO t l-hiT.�...4 C. Jr � • ..X.. r-es).itstolQ • x .t_ -4-1-7---t___ ,, lei -I-6C.Oil-tell eP1J • R24'3 ..,,_ ...... ...._ ____,,,k, ,-,."14,,,,....._ .0 __ ABS 11/1'/ 31/' -(a` .__ ` - _'$ ... l _. ._ ...�(L:$1 • F- I . it._-______ __.. ..pi..i......______ . -ari • 1 1 .4.-- i F&ez.- h-c Colww.ri - Gt 4_. z- q e, T „I 0 .... .F,41 A _ A-a3__ ___ __ I .__ ��,N-T. ---; • NT' - # g 0 r .. _ Nom- Ii • eat rrrniuriii� „ow.I/1` 9..• :' " .di, •______•.. . ••••••••••••••• ea.•Inam. ••"• •-•Ca..2Mt ..• .• •• •••• •=/..... ••••• .•.. e....d,._.e F-4_ I AGER ...„._. ........---- .ithEz.„ OFFICE COPY £4 OP Ot• Mg . vt5e'i7--- SfAcki WhVE Co Kbt-EX - ANU-kolZ-taLT T)P...7"Al L. I"= 1 IQ t _9E3 As;koN6 .- wv . CA v. CA14&tlEg tr L..._,IoUc-) \tll o j_:.':__Ha 4-1\3/4 c,, 1 '7711711 7.1 vo3TiliTcaoC,CC1;-rTaTVRV3 i---- J_773-4"<liri8._ 1 ° °551SY -----t17;--1 -6- --------.7V3b1.I _ 1 --INA:GU a:1cl_'4013C- 1\iy - xa-14940-0 :JMN H fi . vit ip cilA •_•_.- . C 1 L3wWci-t1 1 H (-e --yr---- „ ,9 4( ---1- :.- /.6 • _............. . ...______. .. CN Mr s _ • . . 4. 7 )w, •_. ./.....ee.f .. . ..„..:,,, ... ,,,..z.,,,,,,,,.-,z,ir==-,=48 irtmQesrama9.27=0„:-..,..7,4 w.. 04, 4. rp . or / I +—....- .. :' /1) 0,0. . .... ,p7 . _____ir 1 I 1,) t- r I L._ 1._ _ . _...-_-: •.4.... ...et ., -.,, ..,:s9t),,--x.i f;•____- 41 -- _ i. ..1 \\\\ 1._. __I • ._ ___ ,, f- ._ . _ 5 ..,. 41 i ,. -- : ----". - f • . izA-TFicra. II A -- . .--- --.. ' Y I 1 --74-- h i 1 . 1 ---%-r . „Z:Ak , • • ____.-----i I •)i. - . ;I Al 1 GI) - - • 7,,-1- •-- T ;y7-5- :(:;•....., i t ------ --0)----Aq viks ola ...- ,/, ‹._. 1 • _.-:.---: - . : .,\31...._ . , 4. -. . „x„ ._ . , -•.,.- -1Or /UM AIII•IIIi- _ail, , "x" - ,- fino __ .,.. f \-i--------- -- , .2 /..tt,, iv 5" V : " \-.... • s:s-,(. 1 , -•?..p___,e-v-..._______ - . • 0 1,j --4--n. .1 1 8 -• i g..- ,----- 'i Y ,•___. _ - 1 _ - - 471••••••••• ••71,[•....1"...*a• ovini .4 g -^•-••••-- ; • IV • - -•-• grf - • -• i` p. --.),-. 1I ri ' 1/4 - \\- - . 1-- T _...._ _ / 1.......-/./•••• • i r• / 0 1 1v 71,________. 3/.6' .... . !•-.1' C.."7 ...A 4. 0 / I I ii At IF-A-C-M. ? ' I / l „,.* ik $ RA .. ., ..: ,..-,,,...7„.>,..,t IIi_ it r •-...,...vz-z.van,,,,2==tagatrasassrm=mmusara 1,• vi '' ;1' 19t0" (r•41)____..„.„._____________44_ A-peRevEib t;14 Vjp e, mg.itixEl, • .._... .5v ti3ri--- :B__EAgiwits,vE Co .Loc —__AhtovTcju- _Laq - ...9.±1.q-L- 1.-s-t(sofout CA-a.. .iimagl,_‘4-.4-1,,_,:looci \N.11$04 ENTy-4-1\1C, • 7 r'114::1 -1 J�- �f 5( jiAnr AN FiV •:3<Y t" 1�'7 IS -o _ /a � �' -3r 51 • - .G, _ :-Ii? vrit-a v.y .. v-1. op wfiTh W 1Vi Q qvt*may . 'V,11%.9"ARO • i (efigtv#1,,,...._ _ . , ., _ .,=.5 ._ i i ii IOr ;i - . . �t�7g •--_..._-+ t, 0 l` 0 1 } • I I n e i ... 1ta --... _. _____....ivAxas. -•-•:'-'1: • • �' } _- tab �. I , lac � k# 4l- / it .'' i. ___........ ..ia-e,..., /, e .,..1.,, , -ff-N—\ cc----Ty-_ -i -, _ NA*3 in tnich)my -tcoae " T9. 11 1..4 0 19 c -t- T - xa-i. •D -gA97414-5-vga ....... . ci,: it02/iciiy 4( 1 • 117. , .1- .-1-- _ ... •',row. 2 i Age temmicswavrasismition=vxmor-Azx--..-,.. -0... ”.f.-,.r. 4,-,-,PROF:A.J, k4 . / — IgiNi 3.6 TV ., ... I .. /-1) /.<•1;i • — 0...g —---- — 0 I 4 i. II / L. 1 '.? 7 4,01*.•••••••., r 4 .......:: -.e..„ _.,.:,,;. : • •.;';:f).71 . ., 1, —•• •" ..._ i...... _I • _ __. 1• - _ \-- AI\ • ' 0 .f. • .L..._ •.. _ , _..... ..... 4-.. ..... • II . .........-..-............- 1 ••• •• I i • .• •---.•••---. ..... \AV1110 v") 1 --4-- 1 . ... 6 .714 _... •_. ,i. 1 . z _ .....„ .,..„------1 • . .......___-, 25 ..,..„..,.1z, II Pk -ti I 1 ' • 1 ..."`\ . — In/r) ',CI : - n o;IT W6 4 ' --—•--• fi ,•• I t .,'• 1 0 ••• . •••••m.1....,..L1_Ns . • I' ... 4 k-. . .--„,....._ .___ . '0 Nort VT:rrio-SsTfSrgW7C —'l -TOsWTT -Vr-iT-ThlnWITgV' --T-10-- -6- _____......v9. =,, )(fl . op TJACT4NW5Vgai --C- fPg,S)C . •.•_... . -e-2411 '0 vt/i pa ___.------ q_3to?huy -----------'''''-------Cr4) t . - 1 5 , I 1-Caj-4-TiTir------/'-i - ---- .. ,i,-1) li • - ,P-, -------+ A I 0 r / L___ a_ ___ . .-:_,,,,,,-,-4,_ :.,...),,,, .... '4) .. .0, .._...._ I 1 .._ _. --m...-...--- - -'-4// 6_, . , , 4 A * 7164.. . ._ . ___ by .... AI 1 ____ ..,evrt41 g _ ____--- 1 N•Awsor-0 y-, -T3sef.1 ,, • .17r-0-gas -1--4-11:b -"----------".1 . s'`,., .. __.... ._._ . • • A . ,/ p\_____________>_., 1 f....,7"... ostlxc .57 I VaY /, ././ r.f 1 V <1... ' — "- iiu "51-1--V-)91 „-Z A .X „ 2...., .,,, , 0 ii - .• ________ , 1. , , _ • • 4k- . .. . .. ._.. 0 - . o © 0 0 0 0 ® ;_- „„„ ToA r 2:o To:o 28:0 Zo:o r /Teo, 20%, , Ail. > 031 ASI ,A •I {1131 (4e1 Aar ASI in- p, :171 _, ■ a rz tz t r ----�-_I _l_ _ I 1 t = . i _ J L F1� I_ 1 J L IP 1 11_. LII__1._.-- — _ � -.. I ” I I 4 �I I I I h II ,� If p I24 54 S4 I a41 I 54I I 54I 1 541 I s6 11 - -.. __ I s -_—--I �__ ___. — 1 I I I I I 1-I t�. , .--- I __ ._ I 1 1 1 /�¢.\�, AB 3' 54 =4 1 S4 11 y 34 I h s4 I ., Sc1 I ~ 1 h f n/s3 ---- I ,, 34I S4 I An �/ I I• i1 11 1 I ) II I J I I • I I it I„`Nl II h II y 1 I ag Sc tc I fo r.-I I 1 �� I 5. I s41 I— S` 'Ni gg • I h I I I I I I I II I c#tc� I 4 bI 1 I ti I N y I J1I I 11 II " , 1Ia4 I S4 S4S4 I, S. j JcI,I I I ; ; r l I PPP Z w N 1 1 I l y II II j 1 1'I I 1 _1 J 1 1 i % Zi Sc 14 I SC 1 I f 4 Sc L- .._-- O 54 I 14 L s. s 1I I. 1 Ij— I I W Q O _ I I 11 11 II I 1 I1 I � 4 _ 8 0 r33 :4 S4 I 1 s� I t4i ,4 I 4i3 ° . II r • II I 1 I� II L� I II M �' 2 III I /8I'' It IlIl I A►a A831;\�� I1fz, �OA�, a$1� AV. _ Iy �t�rAli 7. o ,iiiiiFa . -rib- Nor ola� ��l - _ A 3 Absa 0� ..,...-� ' a ��� --- r A3 3, -. �. „, mai 1A' DESIGN BUILD ik t-c' rr�±+n+ra FOUNDATION PLAN Thx..7/b adv./0010- _ . ..r.,..; 1111 :.�.0�I 5-100 v/i> r= /11E1v �- 3O 3a t1- 3•30•l3 ri" 0 0 0 0 0 0 0 0 iN-- - ---- y:y p0:p 70.0 2010 2o!O 2.f0 Zoo III g. t—/f.'71.2' ABl s - A15,18' 4131= R::�Z A151 �3r rt-- 1 .i_fFE—± _Eli— 7t_f 1-1. TP7 t Fl= ft.--,-, 1 Y y ., „ + N I I M Y , Ism . sc s< 1 ss`1 dci I I 0dI I Jct s. II II I C • i y 11 h I 4 I 4 4 I I � I I I �� - 0 - 8�: sc s'L s< c1 dt c Sc Jc 3 I I II II I II I . a • I. V J II . ,&i g I l J I I w �• Y 1; Y 9/ 119'461 V I I 4 I I y I 1_ —I3. S. t< J0 I sa 1 J� - t< Ii Aei; A . I I 1 I I i I !I ;�_ i! t ii 1 : 1 b 1 I w 11 II 11 �! II 1 I $_ al I 1 I 1l I1 J 3Is 0 AF�3 „IS< I tc I s< I SL I �< f. I j Jc 1483 h � � I I P PI 1i411 zVI N II .!1 I y y I e t< Sc 1 sc [.I _r' „ I s<i r —- t< L—-- s. A I I I Y I I 1I I II II 11 3 i P II II I Y �',t3 3 ,< t< I t<I ' t< I :� J< t<I( 1 sc I r 3 I M I 1 03 II II 11 11 II I s 1 A .2 4 ' I s II /bp II 01 II e, il x �I • .z - - �0. 2.__tL1__ tc SG J ►1- fL I __SG i F_I Sc I I Jc, �% 0 .n \ //j�Q�i Fwsr�' I'�A81 I /� a , •,o /'TV�`C a ( ssl aziyIs•:B1 I AB,$ f8 aFEL4 �'/7S $ ,.17.E--. A `,/F- 4_ k. I- — _.;CIA 1Lii 4 A133 .Nirlliilafl$3. Arf. ' ,y3. -�3 mai � 9F • • A\ mama 1 FOUNDATION PLAN 7.644/3 eav-AA,20. -�" e....-wc D'//0 o.a ,i, S-I® ,1 ,,QvI 141EA ,3O 34 n •30•l� City of Cape Canaveral 7510 N. Atlantic Ave. P 0 Box 326 Cape Canaveral, Fl. 32920 Phone: 321-868-1?9? Fax: 321-8684247 MELDING CONSTRUCTION PLAN REVISION REVIEW FEE 001-000-369-369200 PAYMENT RECEIVY Date: 36�1"1-3 Name: Project Address: W9 o ( A,21� 6L Building Permit Number (if applicable): q.,+ - Amount Charged per Schedule "B" Fees Chapter 82(D): $ Name of Plan Reviewer: (Note: Review of construction plan revisions shall be charged per V2 hour or portion thereof * $25.00) r f G:Voy's FjjmTuihfing Pun R�sion Rmew RmoPE-� 04/&/613 2:22 PM 0091,9841 Total 75.0@ c 5h Amount $9. @1 Daze 0.00 CK 442 Amount $75.08