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Home My WebLink Abouthotel permit/sewer permit/c.o. & corresponding documents I City of Cape Canaveral, Florida I BUILDING NEW CONSTRUCTION ~ 27 I PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 I ___ .___ ____~__ _ __ _ _ _ _ _ __ __ ~_ _ _ I . '. PI;RIYIIIINFO_RMAIION I . I.QGAHONJNEQR.I\II_AHQN I 1 Permit Number: 3127 r Address: 8959 ASTRONAUT BLVD I I Permit Type: BUILDING NEW - $2 K PLUS i CAPE CANAVERAL, FL Class of Work: 213- Hotels/Motels i Township: 24 Range: 37 Book: I Proposed Use: Hotel ! Lot(s): Block: Section: 15 Square Feet: 124,866 1 Subdivision: RESIDENCE INN I lEst. Value: 10,932,019.00 l Parcel Numb~!:: 24 371~ _ .1 . Improv. Cost: 10,932,019.00 i OvvNERU\lFORMAIIQN II I Date Issued: 3/17/2005 ! Name: A1AAcOUISITfOf,fGROUP LTD LLP Total Fees: 80,143.81 I Address: 3425ATLANTICAVE Amount Paid: I COCOA BEACH, FL 32931 i 1==~irG:~kC()IIISTEQClnI()Rl.J);~R=-Cf()~HOT[~K~~~iil~~g9~U\NS .. ....==.J . GQ",TRAGIQR($) : APPI.IGATION EI;ES I WELBRO BUILDING CORPORATION (321)475-08C i BUILDING OVER 2K 33,449.00 ! TRI-CITY ELECTRIC (407)788-3500 1 ELECTRIC NEW 9,000.00 I PROGRESSIVE PLUMBING, INC. (352)394-4989 I PLUMBING - PER BATH FEE 9,000.00 ! ATLANTIC AIR, INC. (321)632-0276 I MECHANICAL - NEW CONSTRUCTION 7,500.00 II PLAN REVIEW OVER 2K 16,724.50 FIRE PLAN REVIEW 3,121.65 i i RADON SURCHARGE 1,248.66 . I CONCURRENCY 100.00 i j I i I I fl' ... . . . IIJ!;p~~ti(:m!;R~q~ir~~........................~ ~'~'- ..~ _.m_ .m. --...-- 11 st Lintel ! 2nd Lintel/Rake Beam i Window and Door BUCkS. r Roof Sheathing Pre-Lath 1 Insulation I Drywall- Firewall i Fire Taping I Pre-power 1 Sewer Tap I Driveway/Walks I CAB items, if applicable i Final i Underground Plumbing i Footing . UNDERGROUND STORM SYSTEM I I Road Base & Density Test I Asphalt Application 1 Site Final Ii. I - I I I I 1- --. - L. NOTE:: ADDITIONAL INSPECTIONS MAYBE REtfUIRED~ . -'-1 I. APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED BY: : I NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED is NOT COMMENCED WITHIN 6 MONTHS. OR I I . I 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 I ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT GRANTING OF A PERMIT DOES NOT I I PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE . I PERFORMANCE OF CONSTRUCTION. ____I I WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT I MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY IF : : YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY I [---ATTORNEY BEFORE RECORDlNG_YOURJID.TICE OECOMMENCEMENT.___________ . . I I . i I I / I' -"...----"--.-----~.--' /""'-7 ----.----------"----,.-. }.. / --:/ I' I ./ /" / "" L - ,. fl . ....".../ ./ j/./? .. _.A ,," /'" ~ "-;/"'" I I '-.. .....-.-"./ /....,'...'..........'...'.'.//... . ~.--{//--; Ai'. .... / I .. .,' .. j //"'// <0:-<'. .. .. .0" jY -? .. ,:f/ ..~ c" .. 4'- ". /' ......;,; I 1/~etHORIZEc)~IGNA f,YRE/DA TE I-i I / P / .' tt-', / '-':,..;;q Iii ! ~ITY OF C1L\PE CANA V~RAL BUILDING PERMIT APPLICATION City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920 .. . /' (321) 868-1222 -= 31 1 Date: 3,/f 05 . Permit # (You may download this applIcation: www.mytlorida.com/c@~. You may fax to: (321) 868- 1247. Important: A checklist is provided on the back of this form. Complete the checklist and provide other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. CONTRACTOR WILL BE CALLED WHEN PERMIT IS READY. (Contractor/Owner-Builder is required to sign for the building permit, unless indicated otherwise by affidavit. LD. may be required) ., Sf v,{ Address of Job Site: 80;51 A,.5T(ttN4.;( Legal description of property: TWN: - RNG: ___- SEC:_ SUBD:, 1.. f BLK: _ LOT: _ PB: ----;-PG: --;:;-zc. Name of Properly Owner: A 1 A A c '1-v u , f,. N G (O~ r '-14operty owner phone number: 3 J 1_ 7 rr - 'Iv I) Address of Property Owner: 3~2.S A L~j\1 n c.... Aile. CClu~A t3~4.L- h FL 3 LeI ;:, j Community Appearance Board approval date: Site Plan approval date: ..j Type of Permit Brief description of work: ../ Buildin /' Electrical ./ Plumbin ~ Mechanical Other Type of Square Const. # of # of dwelling # of # of Total valuation of work ..j Feet Type stories units . Building (., errT 5:~ V Commercial 0/, (U~ V- i? '", ;::1 '" <t: $ Townhouse $ Apartment $ Condominium $ Other $ /... ',,'e- Name of Company: oiVe it rL 3;J.. %08 Phone (office ):l.{(j7 -,;; l Z -'~hone (cell/pager.): Primary Contractor Name: BRvc./= IE (-10 L.1f1 ES Name of Company: 'EJ-B Address: 2.30 !HA.fn>t/V ' 'e,,-,Te..- f!' A FL .3 "2 78 State License NO.:Cbc.. Oi7 <( 33 Phone (office ):.t/o7 -L{7S "O'iC.:J Phone (cell/pager.): Fax:'{lS-o"4""o I Electrical Contractor Name: N~me of Company: T~1..-Cfty ..t::{e.e:(rtc-~LC"}{1(<,-f,pl".> flirt: Address: 430 ~-sr- , .1(' e L.. 3a ( " _ State License No.:l:C. ()Ot')f' Cf 81 Phone (office ):1'.11' 7'8''&"-~''o Phone (ce11lpager.): Fax: Plumbing ContractorNam~: Wi IIIA.n1 LA.1v.'Se"y .::tt:::. CI-eJ. r 1fV;{1{ fL . 71 { Phone (office):3S2~"t-711( Phone (ce11lpager.): J Mechanical Contractor Name: iN Name of Company: Address: L ~ Z'- State License No.: Phone (office):~{-b31.-0.~I' Phone (ce11lpager.)32/-Lfo3 'o3l3 Specialty Contractor Name: Name of Company: Address: StatelLocal License No.: Phone (office): Phone (ce11lpager.): Fax: BUILDING PERMIT FEES: - 1 ~ Building Permit per square footage:....... Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Building Permit based on valuation:..... Total Sq. Ft. (Living Total Sq. Ft. (Enclosed Area): Building Permit miscellaneous:... ..... ..................... ........... ......... .................... Total Sq. Ft. (Living Area): Total Sq. Ft. (Enclosed Area): Electrical. ........ . {+~;""',' PlumbIng...;c:';.:..................................... . ................................... ..................................... Building Permit Plan Check Fee.........................".......................................... Fire Dept. Plan Check Fee................................................................................ Radon Trust Fund: sq. ......................... Concurrency Management Fee......................................................................... Ca pital Expansion Fee... .................... ........... ....... ......... ..... .......... ................... .... Total Building Permit Fees:...... SEWER PERMIT FEES: Sewer Impact Fee..... .................................... Sewer Tap Fee........................................................................................... Total Sewer Permit Fees............. ~ AlA Acquisition Group, Ltd. Residence Inn by Marriott Cocoa Beach / Cape Canaveral, FL Roger W. Dobson - President 3425 N. Atlantic Blvd. Phone: (321) 799-4099 x 4041 Cocoa Beach, FL 32931 Fax: (321)784-7812 Phone: (321) 784-4800 rogerhicbiWaol.com Fax: (321) 784-7812 January 9,2006 Mr. Todd Morley Chief Building Official City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920 RE: Residence Inn Restaurant/Bar Seats Dear Mr. Morley: We have reviewed the restaurant and bar operation of the Cape Canaveral Residence Inn and have identified the following seats that will be used. This is based primarily on a free continental breakfast and complimentary manager's beer and wine reception in the eveninq. Location Restaurant Bar Only Total Gatehouse - inside 34 None 34 North patio - outside 12 None 12 South patio - outside 12 None 12 Bar Counter - outside None 6 6 Pool deck - outside None 12 12 TOTAL 58 18 76 Impact assessment per seat $292.23 $174.87 Impact assessment $16,949.34 $3,147.66 $20,097.00 Attached is a sketch of the location of the seats. Thank you for working with us on this matter. Please call me if there are any questions. verr:zIY yours, Roger DO;!: President .' "~ '-"--~'''''',....,-, 01 (j !i~~. ~I~ ' f" - j ~l' I --- , , \ , 1 } ~. j i ~ ~ sY'Q Oll' 1 ;; \\-6 ~-<3 t[J:l : ~... A 0> ~ 0." j j ~ ~I \>.0 ~ reo !' c:DJ cc=tJ 1\ c:i::t:H:CP ~ ~ <J J h ~. 1.0 1 :..J () I () 000 ~ ~ 4~~1 --- .. ,_.~_._~= "'''-~'~,_. ___""'___'\'.1 " . ~ .... ",,'---~ Z Cl / ""--""--..., i H"~. "t w~\ / J \ (!)", 'Ji . ~ l I 1., Q.. J LU > CJ lIT1 ."n .. U ~ H "Q./ --- ~ ..' i' Z I i ,/! ZCl I,{ f) W~O )~! ~l l)U-' j ~ 0 ' H lL I ~ J"">.. i ','V. ~~ l,\ ~ 1 Cl. <t' , \. ! ~ 1 0 ~')'..' .1.f.: l j 'J . i j / I / - J ?-:'.""........__....mm ..'" ,,; c;~<;:;;;:;:;..-.>;' . ""r- ~~ ~ ~ ~r--'~~! ..~..-...~. . . ,...,~-'.~--L . .1~"~=-.-...-. ' L . I .' I & ."'''+l;~.:,:;;..,.,.,.J .~...,...".,..-=-._~ :;r,".....- .~_J ~ Building Permit Application CheL....st (general requirements) i cs Completed Permit Application Current code edition: FL Bldg. Code 2001 (as revised) Current survey showing all proposed construction Also show any existing structures, easements, utilities, etc. Notarized signature - Owner/Builder Affidavit If owner is acting as contractor Sewer Impact Fee receipt May be deferred until CO. Unless job is remodeling County Impact Fee receipt May be deferred until C.O. Capital Expansion Impact Fee receipt Maybe deferred until CO. Sidewalk Impact Fee receipt If sidewalk exists on lot Recorded Warranty Deed / Proof of Ownership Copy of Recorded Notice of Commencement (over $2,500) Prior to first inspection (Over $5,000 for Mechanical) Current Worker's Comp, Policy / Exem~ion Record will be kept on file after initial submittal Community Appearance Board Approval For work visible from Public Right-Of-Way Planning and Zoning Board Site Plan Approval For new construction of four units or more Concurrency Forms For 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 Contractor Specialty Contractor Construction Drawings: Per F.B.C. 104 Two sets of sealed construction drawings (three sets if commercial) Per F.RC. 104 Electrical Load Calculations Electrical Riser Ail new services must be located underground Plumbing Riser Two sets of Energy Calculations Four sets of Fire Suppression/Sprinkler! Alarm Specifications Requires Fire Department review and approval Lot Drainage Survey 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 a,'}d 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 and laws regulating construction in this jurisdiction. By signing, applicant affirms that all above is tru and correct and that he/she is an authorized agent of the Contractor and the Owner and has the authority to a or this pe Applicant'sName:~#l;(Cf 4 /?L~ Applicant's Signatu Date: ~.8 /6' ~O~ Address:~ ~O{ fi{!\~t(AX/c{ c.e~tev For Notary use ~nly: State ofFI~rida, County ofBre~rd! /, Sworn and subscrIbed before me thIS day of <.7--<AJ/laU~A~' 20 6;:7 , by @ who produced identification: - or I . / is personally known to me. NOTARY PUBUC.STATE OF FLORIDA ~MariOn Rettinger Seal: Commission #DD362740 Expires: MAR. 28, 2008 Bonded Thro Atlantic Bonding Co., Inc. G:\Bldg.Dept.Forms\permit APPLICA nON 10-6-04 This form may be duplicated. 105 Polk Ave. Cape Canaveral, Fl32920 (321) 868-1222 (321) 868-1247 (fax) ~ : ~ i 4. To: From: Todd Money, Building Official Fax: 7&'1- pages:;::::Lmd. cover Phone: Date: f Re: ;SeW!!r ~(!ap. Gr ~c: o Urgent o For Review o Please Comment o Please Reply o Please Recycle Todd Money Building Official Transmit report P .1 01/25/2006 01: 0 1 26YE04055 TC: 163252 REMOTE STAT ION START TIME Pages RESULT REMARKS 97847812 01-25 01:00 00:00 35 002/002 OK REMARKS TMR:Timer, POL:Poll, TRN:Turn around, 2IN:2in1 Tx, ORG:Original size set, DPG:Book Tx FME:Frame erase Tx, MIX:Mixed original, CALL:Manual-Com, KRDS:KRDS, FWD:FORWARD FLP:Flip Side 2, SP:SpeciaI Original FCODE:Fcode, MBX:ConfidentiaI, BUL:Bulletin, RLY:Relay, RTX:Re-Tx, PC:PC-FAX S-OK:Stop communication, Busy:Busy, Cont.:Continue, No ans:No answer M-fuII:Memory full, PW-OFF:Power switch OFF, TEL:Rx from TEL ~ ~ 105 Polk Ave. Caps Cl!lln8.veral.. FL 32920 - - - - (321) 8BS-1222 (321) a68-1247 (fax) -.- ........-.---- . . - . - Faoc To: .. ~ 4IJ-e-- <l~ b5D.-. F....on: Todd Morley, BuUding Official ..., Fax:: . - ~F?4"- ~ /' -::2 p-.--=;::2.mcr. COver Pilon.. DB_ -, ~t.v~,r4e~~r-- ce. o Uogent C1 Fc..... R.viuvv r::J Please Coft'H'dent CJ Pl..... Reply CJ Please ~yc-.. ----;;:;~ -~- Todd Mortey Building Officfal AlA Acquisition Group, Ltd. Residence Inn by Marriott Cocoa Beach I Cape Canaveral, FL Roger W. Dobson - President 3425 N. Atlantic Blvd. Phone: (321) 799-4099 x 4041 Cocoa Beach, FL 32931 Fax: (321) 784-7812 Phone: (321) 784-4800 rogerhicbiWaol.com Fax: (321) 784-7812 January 9, 2006 Mr. Todd Morley Chief Building Official City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920 RE: Residence Inn Restaurant/Bar Seats Dear Mr. Morley: We have reviewed the restaurant and bar operation of the Cape Canaveral Residence Inn and have identified the following seats that will be used. This is based primarily on a free continental breakfast and complimentary manaaer's beer and wine reception in the evening Location Restaurant Bar Only Total Gatehouse - inside 34 None 34 North patio - outside 12 None 12 South patio - outside 12 None 12 Bar Counter - outside None 6 6 Pool deck - outside None 12 12 TOTAL 58 18 76 Irnpact assessment per seat $292.23 $174.87 Impact assessment $16,949.34 $3,147.66 $20,097.00 Attached is a sketch of the location of the seats. Thank you for working with us on this matter. Please call me if there are any questions. VerY;l'l\uly yours, f ) ~ 'J Rog~r Do . on President gg: ~~ ?\.~ ~ ~ ~-O ~-<> _..$ q -~ c ~ ~rDJ .\iJ ~- ~ !OJ c[:tJ tc::t:l cCbtCP 1 ~JIl~ 9. 000 ~ ~tgtgl \,' . . I j LU U~CJ ZZ~ UJ~O f OU...J \. tijwLL WO- cr..~ U Q AlA Acquisition Group, Ltd. Residence Inn by Marriott Cocoa Beach / Cape Canaveral, FL Roger W. Dobson - President 3425 N. Atlantic Blvd. Phone: (321) 7994099 x 4041 Cocoa Beach, FL 32931 Fax: (321) 784-7812 Phone: (32]) 7844800 J:.QRerh i ~jJ..@);j91.com Fax: (321) 784-7812 January 10, 2006 Mr. Todd Morley Chief Building Official City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920 RE: Impact Fees Dear Mr. Morley: ~ In your email regarding impact fees on restaurant and bar operations, you indicated we needed to discuss the grease trap. Please call me regarding the grease trap. Also, in our meeting on the restaurant and Qar impact fees, you mentioned other impact fees. Would you send me a list of such fees and required information so that we can comply in a timely manner so we don't delay our certificate of occupancy and opening. You mentioned a pluming fixture fee and we are aware of the sewer and water impact fees. Does the City provide the calculations for the City of Cocoa water impact fee and any County impact fees? Thank you for providing this information. v~~:urs, Roge obson Pres nt . City of Cape Canaveral SCHEDULE OF CAPITAL EXPANSION TRUST FUND IMP ACT FEES Property Address of Job Site: . CONSTRUCTION CLASSIFICATION RESIDENTIAL: NON-RESIDENTIAL: 0 Single Family Detache4_ 0 Industria1/W arehouse$ . \ 0 Multi-Family~ 0 General Office $ 0 Mobile-Homes. 0 Retail $ ~ HotellMotel. 0 <lOOK Sq. Ft. $ 0 >100K-299,999Sq.Ft. $ 0 300,000+Sq.Ft. $ 0 Civic Center $ n Schools $ CALCULATION OF FEES: (Fund 302) CASH REVENUE 101.05 PARKS & RECREATION 363.272 101.6 LIBRARY ,.~ 363.271 101.7 GENERAL GOVERNMENT 363.291 101.03 POUCE 363.221 10 1. 04 FIREiRESCUE 363.7712 102-101.1 AERIAL FIRE TRUCK 102-363.222 TOTAL e.APIT AL EXPANSION IMP ACT FEES - ' , wj~:::0;,::^'~:;?<i~-;~ CITY OF CAPE CANA VERAL ',~!i!~ . AUTHORIZATION FORM City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920 (321) 868-1222 (You may download this authorization: www.myflorida.comlcape. You may fax to: (321) 868-1247. Date: Permit #: CONTRACTORS AND SUBCONTRACTORS - PLEASE HA VE YOUR SIGNATURE NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION. I, (:~- ('(P fJ V. r:"(:t v~ I J , hereby authorize _0' t1 ), If, ~.J () " VI IAj ( . () t':J (State Li2cnse Holder's Name - PLEASE PRINT) (Authorized Person - PLEASE PRINT) to obtain a permit on my behalf under my state license as issued by the Department of Business and Professional Regulation, Construction Industry Licensing Board for the job site described below. Electrical Address of Job Site Mechanical Roofing Swimming Pool Specialty Structure Other - Specify: For Notary use only: State of Florida, County of Brevard Sworn and subscribed before me this day by ~;Yb.o produced identification: or is personally known to me. Seal: G:\Bldg.Dept.Forms\Authorization Form This form may be duplicated. Brevard County Property Appraiser-- Online Real Estate Property Card Page 1 of 2 ~~;';;"';'<1' ~ .r~iI..<t0";.Ni.'..'> II.lcli -..+...... .. - [Home] [Meet JimForcj] [Appraiser's Job] [FAQ] [General Info] [Save Our Homes] [ExemptioQs] [TaDgible Property] [c;ontac;t LJs] [LQc;atiQns] [Forms] [AppeClls] [PropertY Research] [Map Search] [Map~ & DClta] [LJnLlsal:llePrQpedY] [Tax Authorities] [Tax Facts] [Economic Indicators] [What's New] [Links] [Press Releases] [fax Estimator] General Parcel Information for 24-37-15-00-00025.0-0000.00 IParcelld: 1124-37-15-00-00025.0-0000.00 IIMctpllMillage Code: 1126QOIIExemption: mlUse Code: 111000 1 1* Site Address: 118959 ASTRONAUT BLVD, CAPE CANAVERAL, FL 32920 IITax Account: 1124444231 * Site address assigned by the Brevard County Address Assignment Office for mailing purposes; may not rellect community locatIOn of property. Owner Information Legal Description 10 N 1 AlA ACQUISITION GROUP PART OF FILLED LANDS W OF ST RD NO 401 wner ame: L TD LLP AS DESC IN ORB 3675 PG 971 ~d Name: Ii I Mailing 13425 N ATLANTIC AVE I Address: I~~ty, ~tate, COCOA BCH, FL 32931 Value Summary for 2005 Land Information 11** Market Value: II $1,401,54011 IIAcres: II 5.8511 IAgricultural Assessment: II $01 ISite Code: II 3401 IAssessed Value: II $1,401,5401 ILand Value: " $1,401,5401 IHomestead Exemption: II $01 10ther Exemptions: II $01 IjTaxable Value: ii $1,401 ,540il ** This is the value established for ad valorem purposes in accordance with 5.193.0 II (I) and (8), Florida Statutes This value cJoes nQt represent anticipated selling price for the property. Sales Information OR [;]ale Sale IDeedl *** Sa~es *** Sa~es B kIP D t A t T Screemng Screemng Vacant/Improved 00 age a e moun ype CdS o e ource 15288/2198115/200411$1,735,300/1 WD II 1/ /1 V I 13675/0971 115/199711 $569,80011 WD II II II V I *** Sales Screening Codes and Sources are from analysis by the Property Appraiser's staff They have f1Q bearing on the prior or potential marketability of the property. Extra Feature Information I II II II II II II http://www.brevardpropertyappraiser.com/asp/Show_parcel.asp?acct=2444423&gen=T&tax=T&bld=T&oth...l /3/2006 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs EnergyGauge FlaCom v1.22 FORM 400A-2001 Whole Building Performance Method for Commercial Buildings Jurisdiction: CAPE CANAVERAL, BREVARD COUNTY, FL (151100) Short Desc: 04188 Project: Residence Inn Port Canaveral Owner: Marriott Address: City: Cape Canaveral State: FL PermitNo: 0 Zip: 0 Storeys: 1 Type: Hotel/Motel GrossArea: 62832 Class: New Finished building Net Area: 62832 Max Tonnage: 122 (if different, write in) Compliance Summary Component Design Criteria Result Gross Energy Use 74.46 100.00 PASSES Other Envelope Requirements - A PASSES R LS PASSES EXTERNAL LIGHTING PASSES HV AC SYSTEM PASSES PLANT PASSES WATER HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES Met all required compliance from Check List? Y es/N o/NA IMPORTANT NOTE: An input report Print-Out from EnergyGauge FlaCom of this design building must be submitted along with this Compliance Report. 1/28/2005 EnergyGauge FlaCom FLCCSB v1.22 1 COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifications covered by this specifications covered by this calculation are calculation indicates compliance with the Florida Energy in compliance with the Florida Energy Code. Before construction is completed, this building will be Efficiency Code. inspected for compliance in ccorda . e with Section 553.908, F.S. PREPARED BY: BUILDING OFFICIAL: DATE: DATE: I hereby certify that this building is in compliance with the Florida Energy Efficiency Coqe. OWNER AGENT: DATE: If required by Florida law, I hereby certify (*) that the system design is in REGISTRATION compliance with the Florida Energy Code. No. ARCHITECT: ELECTRICAL SYSTEM DESIGNER: LIGHTING SYSTEM DESIGNER: JOSE ALBERTO [vlARQUES, Pi:. MECHA1'l'ICAL SYSTEM DESIGNER: FL REG. . j7313 . PLUMBING SYSTEM DESIGNER: (*) Signature is iequired where Florida Law requires design to be performed by registered design professionals. @ T~/p~':1. nm,~~~ ,J\R~" rQ3ii'tr:ati~u~ r>udmSQFS m~Y88~888 ',{J~areall fe~~ ~ Bfltil.f611116t:UII ';vvln j~~ill~dull ~;~/,,~tJ'~~r1I~H plans. 1/28/2005 EnergyGauge FlaCom FLCCSB v1.22 2 Project: 04188 Title: Residence Inn Port Canaveral Type: Hotel/Motel Location: CAPE CAt"JA VERAL, BREVARD COUNTY, FL (151100) (\VEA File: DAYTONABEACH Whole Building Compliance Design Reference Total 74.4 6 100.00 ELECTRICITY 74.46 100.00 -- AREA LIGHTS 15.81 17.65 MISC EQUIPMT 2.63 2.63 -- PUMPS & MISC 0.01 0.01 SPACE COOL 38.06 29.08 SPACE HEAT 4.66 3.67 VENT FANS 13.29 46.96 Credits & Penalties (if any): Modified Points: = 74.46 I PASSES I 1/28/2005 EnergyGauge FlaCom FLCCSB v1.22 3 Project: 04188 I Title: Residence Inn Port Canaveral Type: Hotel/Motel Location: CAPE CANAVERAL, BREVARD COUNTY, FL (151100) (WE A File: DAYTONABEACH Other Envelope Requirements Item Zone Description Design Limit Meet Req. Roof East Wing Exterior Roof - Max Do Limit 0.05 0.09 Yes Roof West Wing Exterior Roof - Max Do Limit 0.05 0.09 Yes Roof Gatehouse Exterior Roof - Max Do Limit 0.05 0.09 Yes Meets Other Envelope Requirements Project: 04188 Title: Residence Inn Port Canaveral Type: HotelllVlotel Location: CAPE CANA VERU, BREVARD COUNTY, FL (151100) (WE A File: DAYTONABEACH External Lighting Compliance Description Category Allowance Area or Length ELP A CLP (WfUnit) or No. of Units (W) (W) (Sqft or ft) Ext Light I Exit (with or without Canopy) 25.00 108.0 2,700 1,000 Ext Light 2 Building Exterior 0.25 9,840.0 2,460 4,000 '" Design: 5000 (W) I PASSES I Allowance: 5160 (W) Project: 04188 Title: Residence Inn Port Canaveral Type: HotellMotel Location: CAPE CA1~A VERAL, BREVARD COUNTY, FL (151100) (WEA File: DA YTONABEACH Lighting Controls Compliance Acronym Ashrae Description Area No. of Design Min Compli- In (sq.ft) Tasks CP CP ance East Wing 80 HoteVConference Center - Guest 6,396 I 120 24 PASSES Room West Wing 80 Hotel/Conference Center - Guest 6,396 I 120 24 PASSES Room Gatehouse 84 HoteVConference Center - Lobby 11,664 1 18 14 PASSES I PASSES I 1/28/2005 EnergyGauge FlaCom FLCCSB v1.22 4 Project: 04188 I Title: Residence Inn Port Canaveral Type: Hotelfl\iIotel Location: CAPE CANA VERc\L, BREVARD COUNTY, FL (151100) (WEA File: DA YTONABEACH System Report Compliance West \Ving West Wing Unitary Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria Hance Cooling System Air Cooled > 760000 Btu/h 8.20 8.20 8.00 7.50 PASSES Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.20 0.80 PASSES System -Supply Constant Volume Air Distribution ADS System 6.20 6.00 PASSES System East Wing East Wing Unitary Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria Hance Cooling System Air Cooled > 760000 Btu/h 8.20 8.20 8.00 7.50 PASSES Cooling Capacity Air Handling Air Handler (Supply) - 0.20 0.80 PASSES System -Supply Constant Volume Gatehouse Gatehouse Unitary Systems No. of Units 1 Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria Hance Cooling System Air Cooled 135000 to 9.00 8.50 8.00 7.50 PASSES 760000 Btu/h Cooling Capacity Heating System Electric Furnace 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 0.40 0.80 PASSES System -Supply Constant Volume Air Distribution ADS System 6.20 6.00 PASSES System I PASSES I 1/28/2005 EnergyGauge FlaCom FLCCSB v1.22 5 I Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV Iiance I None Project: 04188 Title: Residence Inn Port Canaveral Type: Hotel/Motel Location: CAPE CAi~A VERAL, BREVARD COUNTY, FL (151100) (WEA File: DA YTONABEACH Water Heater Compliance Description Type Category Design Min Design Max Comp Eff Eff Loss Loss Iiance Water Heater 1 Storage Water Heater- > 100 Gal & > 0.85 0.78 1.63 PASSES Gas 155000 [Btu/h] Water Heater 2 Storage Water Heater- > 100Gal&> 0.85 0.78 1.63 PASSES Gas 155000 [Btu/h] Water Heater 3 Storage Water Heater- > 100 Gal & > 0.85 0.78 1.63 PASSES Gas 155000 [Btu/h] Water Heater 4 Storage Water Heater - > 100 Gal & > 0.85 0.78 1.63 PASSES Gas 155000 [Btu/h] I PASSES I Project: 04188 Title: Residence Inn Port Canaveral Type: HoteI/MoteI Location: CAPE CANAVERAL, BR Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance [inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] [F] .SF.F] Domestic and Service Hot Water 0.25 False 105.00 0.28 1.50 1.50 PASSES Systems I PASSES I 1/28/2005 EnergyGauge FlaCom FLCCSB v1.22 6 Project: 04188 Title: Residence Inn Port Canaveral Type: HoteUMotel Location: CAPE CAL~A VERAL, BR Other Required Compliance Category Section Requirement (write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met 0 System 407.1 HV AC Load sizing has been performed 0 Ventilation 409.1 Ventilation criteria have been met 0 ADS 410.1 Duct sizing and Design have been performed 0 T&B 410.1 Testing and Balancing will be performed 0 Electrical 413.1 Metering criteria have been met 0 Motors 414.1 Motor efficiency criteria have been met 0 Lighting 415.1 Lighting criteria have been met 0 O&M 102.1 Operation/maintenance manual will be provided to owner 0 Roof/Ceil 404.1 R-19 for Roof Deck with supply plenums beneath it 0 Report 101 Input Report Print-Out from EnergyGauge FlaCom attached? 0 1/28/2005 EnergyGauge FlaCom FLCCSB v1.22 7 ENERGY EFFICIENry COl ~ FOR BUILDING rONSTRnrTION Florida Departn nt of Community Affairs EnergyG llge FlaCom v1.22 INPUT] ATA REPORT pro i ec Information Project Name: 04188 Orientation: North Project Title: Residence Inn Port Canaveral Building Type: Hotel/Motel Address: Building Classification: New Finished building , No.of Storeys: State: FL 1 Zip: 0 GrossArea: 62832 Owner: Marriott I l( leS No Acronym Description Type oad Profile Area Multiplier Total Area [sf)' [sf) 1 East Wing East Wing CONDITIONED ses Building Load 25584.0 1 25584.0 0 ofile 2 West Wing Zone 2 CONDITIONED ses Building Load 25584.0 I 25584.0 D ofile 3 Gatehouse Gatehouse CONDITIONED ses Building Load 11664.0 1 11664.0 D o file 1/2812005 EnergyGauge aCorn FLCCSB v1.22 1 SJ ces No Acronym Description Type Depth Width Height Multi Total Area Total Volume (ft] (ft) (ft) plier (sf) (cf) In Zone: East Wing 1 East Wing East Wing Hotel/Conference Center - 123.00 52.00 9.00 4 25584.0 230256.0 0 Guest Room In Zone: West Wing 1 West Wing West Wing Hotel/Conference Center - 123.00 52.00 9.00 4 25584.0 230256.0 0 Guest Room In Zone: Gatehouse 1 Gatehouse Gatehouse Hotel/Conference Center - 108.00 108.00 15.00 I 11664.0 174960.0 0 Lobby li hting No Type Power Control Type No.of (W) Ctrl pts In Zone: East Wing In Space: East Wing I Recessed Fluorescent - No vent 8000.00 Manual On/Off 30 D In Zone: West Wing In Space: West Wing 1 Recessed Fluorescent - No vent 8000.00 Manual 0,1I0ff 30 D In Zone: Gatehouse In Space: Gatehouse 1 Recessed Fluorescent - No vent 20000.00 Manual On/Off 18 D \I ails No Description Type Width H (Effec) 1\ Iti Area DirectionConductance Heat Dens. R-Value (ft] (ft] p r (sf) [Btu/hr. sf. F] Capacity [Ib/cf) [h.sf.F/Btu] (Btu/sf.F) In Zone: East Wing 1/28/2005 EnergyGauge aCorn FLCCSB v1.22 2 1 East Wall 8ICMU/3/4"ISO 123.00 10.00 4 1230.0 East 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp 2 West Wall 8ICMU/3/4"ISO 123.00 10.00 4 1230.0 West 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp 3 North Wall 8ICMU/3/4"ISO 123.00 10.00 4 1230.0 . North 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp 4 South Wall 8ICMU/3/4"ISO 123.00 10.00 4 1230.0 South 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp In Zone: West Wing 1 West Wall 8ICMU/3/4"ISO 123.00 10.00 4 1230.0 West 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp 2 East Wall 8ICMU/3/4"ISO 123.00 10.00 14 1230.0 North 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp 3 South Wall 8ICMU/3/4"ISO 123.00 10.00 4 1230.0 South 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp 4 North Wall 8ICMU/3/4"ISO 123.00 10.00 4 1230.0 North 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp 1 In Zone: Gatehouse 1 North Wall 8ICMU/3/4"ISO 108.00 15.00 1 1620.0 North . 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp 2 South Wall 8"CMU/3/4"ISO 108.00 15.00 1 1620.0 South 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp 3 East Wall 8"CMU/3/4"ISO 1 08.00 15.00 1 1620.0 East 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp 4 West Wall 8"CMU/3/4"ISO 108.00 15.00 1 1620.0 West 0.2642 9.6960 62.72 3.79 D BTWN24"oc/5/8 Gyp Wir Jows No Description Type Shaded UCe SC Vis.Tr W H (Effec) Multi Total Area (Btu/hr FJ lft] lft] plier [sf) 1/28/2005 EnergyGauge aCorn FLCCSB v1.22 3 In Zone: East Wing In Wall: East Wall 1 Windows SINGLE CLEAR No 1.00 0.95. 0.88 4.00 4.00 32 512.0 0 In Wall: North Wall . 1 Windows SINGLE CLEAR No 1.00 0.95 0.88 4.00 4.00 32 512.0 0 In Wall: South Wall 1 Windows SINGLE CLEAR No 1.00 0.95 0.88 4.00 4.00 32 512.0 0 In Wall: West Wall 1 Windows SINGLE CLEAR No 1.00 0.95 0.88 4.00 4.00 32 512.0 0 In Zone: Gatehouse In Wall: North Wall 1 Windows SINGLE CLEAR No 1.00 0.95 0.88 4.00 4.00 16 256.0 0 In Wall: South Wall 1 Window SINGLE CLEAR No 1.00 0.95 0.88 4.00 4.00 11 176.0 0 In Zone: West Wing In Wall: East Wall 1 Windows SINGLE CLEAR No 1.00 '0.95 0.88 4.00 4.00 32 512.0 0 In Wall: North Wall 1 Window SINGLE CLEAR No 1.00 0.95 0.88 4.00 4.00 32 512.0 0 In Wall: South Wall 1 Window SINGLE CLEAR No 1.00 0.95 0.88 4.00 4.00 32 512.0 0 In Wall: West Wall 1 Window SINGLE CLEAR No 1.00 0.95 0.88 4.00 4.00 32 512.0 0 0 ors No Description Type Shaded? Width H (Effec) Multi Area Condo Dens. Heat Cap. R-Value [ft) [ft) plier [sfl [Btu/hr. sf. F) [Ib/cfl [Btu/sf. F] [h.sf.F /Btu I In Zone: East Wing In Wall: East Wall I Doors Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Wall: West Wall 1 Door Aluminum door, No 3.00 7.00 3 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Wall: North Wall 1/28/2005 EnergyGauge aCorn FLCCSB v1.22 4 1 Door Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Wall: South Wall 1 Door Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Zone: West Wing In Wall: West Wall 1 Door Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Wall: East Wall 1 Door Aluminum door, No 3.00 7.00 3 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Wall: South Wall I Door Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Wall: North Wall I Door Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Zone: Gatehouse In Wall: North Wall 1 Door Aluminum door, No 3.00 7.00 4 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Wall: South Wall 1 Door Aluminum door, No 3.00 7.00 4 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Wall: East Wall 1 Door Aluminum door, No 3.00 7.00 I 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene In Wall: West Wall 1 Door Aluminum door, No 3.00 7.00 2 21.0 0.1919 43.67 0.53 5.21 0 1.25 in. polystyrene 1/28/2005 EnergyGauge aCorn FLCCSB v1.22 5 R ofs No Description Type Width II (Efl ) Multi Area Tilt Condo Heat Cap Dens. R-Value (ft] (ft) plier (sfl (deg) (Btu/hr. Sf. F] (Btu/sf. F] (Ib/cf) (h.sf.F/Etu) In Zone: East Wing 1 Roof Mtl Bldg RooflR-19 123.00 52. I 6396.0 0.00 0.0492 1.34 9.49 20.34 D Batt In Zone: West Wing 1 Roof Mtl Bldg RooflR-19 52.00 123 0 I 6396.0 0.00 0.0492 1.34 9.49 20.34 D Batt In Zone: Gatehouse 1 Roof Mtl Bldg Roof/R-19 108.00 108 0 1 11664.0 0.00 0.0492 1.34 9.49 20.34 D Batt Skyl Ihts No Description Type DCen hading Vis.Trans W H (.Imec) Multiplier Area Total Area (Btu/hr sf F) Coeff [ft] [ft] [Sf) [Sf) In Zone: In Roof: D FI ors No Description Type Width II ffec) Multi Area Condo Heat Cap. Dens. R-Value (ft) t] plier [sf) [Etu/hr. sf. F) [Btu/sf. F) [Ib/cf) [h.sf.F IBtu) In Zone: East Wing 1 Floor Concrete floor, 123.00 .00 1 6396.0 0.5987 9.33 140.00 1.67 D carpet and rubber pad In Zone: West Wing 1 Floor Concrete floor, 123.00 .00 1 6396.0 0.5987 9.33 140.00 1.67 D carpet and rubber pad In Zone: Gatehouse 1/28/2005 EnergyGauge aCorn FLCCSB v1.22 6 I Floor Concrete floor, 108.00 8.00 I 11664.0 0.5987 9.33 140.00 1.67 D ] carpet and rubber pad S stems West Wing West Wing Unitary Systems No. Of Units 1 Component Category apacity Efficiency IPLV I Cooling System (Air Cooled > 760000 Btu/h Cooling I 9600.00 8.20 8.00 D Capacity) I 2 Heating System (Electric Furnace) 1 4379.00 1.00 D 3 Air Handling System -Supply (Air Handler (Supply) - 200.00 0.20 D Constant Volume) 4 Air Distribution System (ADS System) 6.20 D East Wing East Wing Unitary Systems No. Of Units 1 Component Category apacity Efficiency IPLV I Cooling System (Air Cooled> 760000 Btu/h Cooling I 9600.00 8.20 8.00 D Capacity) 2 Heating System (Electric Furnace) I 4379.00 1.00 D 3 Air Handling System -Supply (Air Handler (Supply) - 200.00 0.20 D Constant Volume) Gatehouse Gatehouse Unitary Systems No. Of Units 1 I Component Category apacity Efficiency IPLV 1 Cooling System (Air Cooled 135000 to 760000 Btu/h 7200.00 9.00 8.00 D Cooling Capacity) 2 Heating System (Electric Furnace) 5736.00 1.00 D 3 Air Handling System -Supply (Air Handler (Supply) - 400.00 0.40 D Constant Volume) 4 Air Distribution System (ADS System) 6.20 D 1/28/2005 EnergyGauge aCorn FLCCSB v1.22 7 F ant Equipment Category I Siz.e. Inst.No Eff. IPLV D Water ~~eaters. W-Heater Description Capacit Cap.Unit IPRt. Efficienc Loss 1 Storage Water Heater - Gas 285 Gal 00000 [Btu/h] 0.8500 [EF] [% /hr] 0 2 Storage Water Heater - Gas 285 Gal 00000 [Btu/h] 0.8500 [EF] [% /hr] 0 3 Storage Water Heater - Gas 285 Gal 00000 [Btu/h] 0.8500 [EF] [% /hr] D 4 Storage Water Heater - Gas 285 Gal 00000 [Btu/h] 0.8500 [EF] ['% /hr] 0 Ext... ighting Description Categories. Area/Len/No. of units Wattage [sf/ft/No] [WI I Ext Light I Exit (with or w out Canopy) 108.00 1000.00 0 2 Ext Light 2 Building Exteri Surfaces/facades 9840.00 4000.00 0 Pi ing No Type Operating Insulation Nomonal pipe Insulation Is Runout'? Temperatur Conductivity Diameter Thickness [F] [ Btu-in/h.sf.F] [in] [in] 1 Domestic and Service Hot Water Systems 105.00 0.28 0.25 1.50 No 0 1/2812005 EDl~rgyGauge laCom FLCCSB v1.22 8 Fenest ation Used Name Glass Type No. of Glass SC VLT li'rame Frame Conductance Conductance Absorptance Panes [Btu/h.sf.F] [Btu/h.sf.F) ApLbWndl SINGLE CLEAR 1 1.0018 0.9500 0.8810 0.4340 0.7000 D Mate als Used Mat No Acronym Description Only R-Value RValue Thickness Conductivity Density SpecificHeat Used .sf.F/Btu] [ft] [Btu/h.ft.FI [Ib/ef) [Btu/lb.F) 18 Mat118 2 in. Wood No 2.3857 0.1670 0.0700 37.00 0.3900 D 264 Matl264 ALUMINUM, 1/16 IN No 0.0002 0.0050 26.0000 480.00 0.1000 D 214 Matl214 POLYSTYRENE, EXP., No 5.2100 0.1042 0.0200 1.80 0.2900 D l-1/4IN, 187 Mat1187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 D BOARD,1/2IN 206 Matl206 CELLULOSE,FILL,5 .5IN,R- No " 20.8318 0.4583 0.0220 3.00 0.3300 D 20 151 Matl151 CONC HW, DRD, 140LB, No 0.4403 0.3333 0.7570 140.00 0.2000 D 4IN 178 Matll78 CARPET W/RUBBER PAD Yes 1.2300 D 265 Matl265 Soil, 1 ft No 2.0000 1.0000 0.5000 100.00 0.2000 D 48 Matl48 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 D 123 Matl123 CONC BLOCK No 1.7227 0.6667 0.3870 53.00 0.2000 D MW,8IN,HOLLOW 159 Matll59 CONC No 0.3202 0.3333 1. 0410 140.00 0.2000 D HW-UNDRD-140LB-4IN 57 Matl57 3/4 in. Plaster or gypsum No 0.1488 0.0625 0.4200 100.00 0.2000 D 72 Matl72 AIR LAYER, 3/4IN OR Yes 0.9000 D LESS, VERT. WALLS 267 Mat1267 0.75" stucco No 0.1563 0.0625 0.4000 16.00 0.2000 D 266 Matl266 2x4@16" oc + Rll Batt No 8.3343 0.2917 0.0350 9.70 0.2000 D ! D 215 Matl215 POLYSTYRENE, EXP., No 8.3350 0.1667 0.0200 1.80 0.2900 2IN, 1/2812005 Em~rgyGauge laCom FLCCSB v1.22 9 105 Matll 05 CONC BLK HW, 81N, No 1.1 002 0.6667 0.6060 69.00 0.2000 D HOLLOW 256 Matl256 WOOD, SOFT, 1-1I2IN No 1.8939 0.1250 0.0660 32.00 0.3300 D 268 Matl268 0.625" stucco No 0.1302 0.0521 0.4000 16.00 0.2000 D 42 Matl42 8 in. Lightweight concrete No 2.0212 0.6670 0.3300 38.00 0.2000 D block 269 Matl269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 D 86 Matl86 BRICK, COMMON, 41N No 0.8012 0.3333 0.4160 120.00 0.2000 D 211 Matl211 POL YSTYRENE,EXP.,]/2I No 2.0850 0.0417 0.0200 1.80 0.2900 D N, 12 Mat1l2 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 D 2]8 Matl2] 8 POL YURETHANE,EXP., 1/2 No 3.2077 0.04] 7 0.0130 1.50 0.3800 D IN, 23 Matl23 6 in. Insulation No )0.0000 0.5000 0.0250 5.70 0.2000 D 4 Matl4 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 D 271 Matl271 2x4@24" oc + R11 Batt No 10.4179 0.2917 0.0280 7.11 0.2000 D 272 Matl272 Panel with 7/16" panels Yes 0.9044 D 273 Matl273 Hollow core flush (1.375") Yes 1.2 777 D 274 Matl2 74 Solid core flush (1.375") Yes 1.7141 D 275 Matl275 Panel with 7/16" panels Yes 1.0019 D (1.375") 276 Matl276 Hollow core flush (1.75") Yes 1.3239 D 277 Matl277 Panel with 1-1/8" panels Yes 1.714] D (1.75") 278 Matl278 Solid core flush (1.75") Yes 1.6500 D 279 Matl279 Solid core flush (2.25") Yes 2.8537 D 280 Matl280 FiberglasslMineral wool core Yes 0.8167 D 281 Matl281 Paper Honeycomb core Yes 0.9357 D 282 Matl282 Solid Urethane foam core Yes 1.6500 D 283 Matl283 Solid mineral fiberboard core Yes 1. 7816 D 284 Matl284 Polystyrene core (18 ga steel) Yes 2.0071 D 1 285 Matl285 Polyurethane core (18 ga Yes 2.5983 D steel) 2 286 Matl286 Polyurethane core (24 ga Yes 2.5983 D steel) I 287 Matl287 Polyurethane core (24 ga Yes 4.1500 D steel) 2 288 Matl288 Solid Urethane foam core Yes 4.1500 D 1/28/2005 EnergyGauge aCorn FLCCSB v1.22 10 81 Matl81 ASPHALT-ROOFING, , 0.1500 0 Yes ROLL 244 Matl244 PLYWOOD,1I2IN No 0.6318 0.0417 0.0660 34.00 0.2900 0 185 Matl185 CLAY TILE, PAVER, 3/8IN No 0.0301 0.0313 1. 0410 120.00 0.2000 0 82 Mat182 ASPHALT-SHINGLE AND Yes 0.4400 0 SIDING 11 Matl11 2 in. Insulation No 6.6800 0.1670 0.0250 2.00 0.2000 0 47 Matl47 2 in. Heavyweight concrete No 0.1670 0.1670 1.0000 140.00 0.2000 0 95 Matl95 CONC BLOCK No 0.7107 0.3333 0.4690 1 01.00 0.2000 0 HW -41N-HOLLOW 248 Matl248 ROOF GRAVEL OR No 0.0500 0.0417 0.8340 55.00 0.4000 0 SLAG 1I2IN 94 Matl94 BUILT-UP ROOFING, No 0.3366 0.0313 0.0930 70.00 0.3500 0 3/8IN Constr cts Used No Name Simple M siess Conductance Heat Capacity Density RValue Construct Co truct [Btu/h.sf.F) [Btu/sf.F) [Ib/cf) [h.sf.I<'/Btu) 1002 Aluminum door, 1.25 in. polystyrene No No 0.19 0.53 43.67 5.2104 0 - Layer Material Material Thickness Framing No. [ft~ Factor 1 264 ALUMINUM, 1/16 IN 0.0050 0.00 0 2 214 POLYSTYRENE, EXP., 1-1/4IN, 0.1042 0.00 0 3 264 ALUMINUM, 1/16 IN 0.0050 0.00 0 No Name Simple M sIess Conductance Heat Capacity Density RValue Construct Co truct [Btu/h.sf.F) [Btu/sf.FI [Ib/efl [h.sf.F/Btu) 1004 Concrete floor, carpet and rubber pad No No 0.60 9.33 140.00 1.6703 0 - Layer Material Material Thickness Framing No. [ft) Factor 1 151 CONC HW, DRD, 140LB, 4IN 0.3333 0.00 D 2 178 CARPET W/RUBBER PAD 0.00 0 1/28/2005 EnergyGauge laCom FLCCSBv1.22 11 No Name Simple M less Conductance Heat Capacity Density RValue Construct Co truct IBtu/h.sf.F] IBtu/sf.F] Ilb/ef] Ih.sf.F/Btu] " 1014 8"CMU/3/4"ISO BTWN24"oc/5/8 Gyp No ~o 0.26 9.70 62.72 3.7856 0 Layer Material Material Thickness Framing No. 1ft] Factor 1 105 CONC BLK HW, 8IN, HOLLOW 0.6667 o.oa D 2 269 .75" ISO BTWN24" oc 0.0625 0.00 D 3 187 GYP OR PLAS BOARD,1/2IN 0.0417 0.00 D No Name Simple Me less Conductance Heat Capacity Density RValue Construct Co truct IBtu/h.sf.F] [Btu/sf.F) [Ib/ef) [h.sf.F/Btu] 1047 Mtl Bldg Roof/R-19 Batt No 'Jo 0.05 1.34 9.49 20.3366 D Layer Material Material Thickness Framing No. [ft] I~actor 1 94 BUILT-UP ROOFING, 3/8IN 0.0313 0.00 D 2 23 6 in. Insulation 0.5000 0.00 D 1/28/2005 EnergyGauge aCorn FLCCSB v1.22 12 I Revision to the Contract Documents Revision No. 1 Date: 3/17/05 am Project: Residence Inn@ 8959 Astronaut Boulevard Cape Canaveral, FL 32930 Arch. Proj. No.. 760-04 The contract documents for the above project are revised by the following t F~) r Ir modifications. These modifications supplement all previously issued portions of the contract documents and shall supersede any conflicting portions of the contract documents previously issued. Orlando Florida 04- Item Description quantity 2) 2. Provide model 460 retractable ships ladder by Alaco Ladder Company at above mentioned attic access doors (total quantity 2). 3. Provide Vistawall FG-5000 impact resistant storefront system at all areas Fax 07 . 22 . 883 indicated to receive storefront. Install storefront in compliance with Miami Dade Notice of Acceptance No. 04-0209.01 (see attachment). [Note to code authorities: Building has been designed as a fully enclosed structure] 4. Provide floor drain at fire pump room. See attached drawing for location of pow Ildesl n roup om floor drain. 5. Provide 16 gauge linen chute in lieu of 18 gauge linen chute shown on drawings. 6. Provide balcony guard rail as dimensioned on manufacturer's drawing (attached) in lieu of dimensions shown on contract documents sheet A802. 7. Provide 2 hour fire rating at wall between linen chute termination room 100a and corridor. Provide 2 hour fire rating at wall between linen chute termination room 148 and corridor. Construct these walls according to UL design U412. End of Revision ?;, . 11 -.() S . B-FCRM SERIES Warnock Hersey ..-~ II = _@ INSULATED ALUMINUM FIRE DOOR - 2 HOUR us PATENT PEND!NG SPECIFICATIONS: . TESTED TO NFPA 288 (FORMERLY UNDER ASTM E-119) . WARNOCK HERSEY LISTED FOR 2 HOUR RATING · OPEN ASSIST BALANCED TO REQUIRE NO MORE THAN 30 LBS OF OPENING FORCE ---------, · DOOR STIFFENED TO SUPPORT 150 LBS LIVE LOAD CAPACITY WITH LESS ~ , ALUMINUM EXTRUDED fRAME ~ THAN 1/160 DEFLECTION OVER THE TOTAL SPAN , I ' X 4" ANCHOR STRAP , WITH I" RETURN BEND \ I' .........\ r "j ...... ...... GOO (MIN) CONCRETE 5.00 I. .........., I ....... SLAB REQ'D TO \ \:' e, ACHIEVE FIRE RATING I \ "', . I: j \ . .:. '" . .... .... .,." "." &' .... . . . ~. . ," . FLUSH ALUMINUM t-- {~.~b".':b~ ~.~.~. // '-'> LIFT HANDLE z li.J -" .. / '-'> "- 0 z , 2.5 z OPTIONS: '------ li.J I I D- O SELF CLOSING DEVISE TO MEET NFPA 80 DETAIL 'A' CLEAR ANODIZED NOT TO SCALE CLEAR OPENING: WIDTH: WIDTH - 1.5 LENGTH: LENGTH HEAVY DUTY GAS SPRING (SHOWN WITH SELF CLOSING MECHANISM) PEINING WIDTI REMOVABLE OUTSIDE L-HANDLE~ PLAN VIEW G" CONCRETE SLAB HEAVY DUTY SPRINGDETAIL NOT TO SCALE ! NOnO SCALE '/4" 'LUM>NUM TRf'D PLAT[~ FIBERGLASS GASKETING 3M DUCT WRAP BETWEEN / - - --.., ~TIFFENING MEMBERS, // '" .'0 .. . '0 ... .,. '.~. . . ./> ...., .. b" \~ 0 0 . . .e, . .' . .. ...,' ",', b '.:'.~:':~ ::~~:.\.~.,.}:>::~~~;. :-" '.,:, . TEK SCREW * FENDER WASHER . ..: :.\:';:;::}t:~:':/::;':";::': SUPPORTING INSULATION ON "- ANGLE STRUCTURE .... '"'--- - - 1.50 INSIDE RELEASE HANDLE 3 LAYERS OF INTRAM E-5A MAT 1.00 OVERLAP AROUND PERIMETER OPENING WIDT REQ'D TO ACHIEVE FIRE RATING CUT-THROUGH SECTION A-A ~ NOT TO SCALE PROJECT: Babcock- CONTRACTOR: Alwavs right there. ARCHITECT: Phone: 888-493-9963 Fax: 888-312-3726 INITIALS: QTY: DATE: PART NUMBER: Internet: www.babcock-davis.com E-mail: info@babcock-davis.com 10/20/04 rev. B ~=;~::-=~===-------~-~=-~= @ ALACO ADDRESS_._____________.__ -- Ladder Company ~ CfTYS7ATEZIP -.- 5167 "G" Street, Chino, CA 91710-5143 PHONE NO FAX NO Phone: 888-310-7040 . Fax: 909-591-7565 ROOF HATCH ACCESS Model 660 - Retractable Ladder 1/4 Scale VARIES , , ,1 " I j I" I I V ARIES I' , ,J 1 1___ " , , ,II 12" , , [~a>ECJ 'I j EROM ELOOR TO TOP OF ROOE HATCH ': i ,I , : r ,I 'I! , J l-l" l J-143/16" 17.5/8" BOLT CENTERS MODEL 660 BRACKET DETAILS (REFI MA rL: 1/8" ALUM 606 J.T6 15.3/8" INSIDE I z~ 0<< ViI zo ~ >- ::'E= ~8 >- ~ I~ 'z c::: VIEW AT 8RACKET VIEW AT BRACKET _-DADEt 1\1IA1\1I-\)ADE COUNTY. FLORlD" METRO.DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (lIceo) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION ".HAM!. FLORIDA 33130.1563 (305) 375.290 I FAX (305) 375.2908 NOTICE OF ACCEPTANCE Vistawall Architectural Products 803 Airport Road Terrell, TX 75160 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructIon materials. The documentation submitted has been reviewed by Miami.Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Mlami.Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than MiamI Dade ('ounty) reserw the right to have this product or material tested for quality assurance purposes. If this product or material LlIls to rerform in the accepted rnanncr, the Inanllfacturer will Incur the expense of such testing and the AllJ m;l) Immediately revoke, modify, or suspend the lise of suefl pr6dlict or material within theu jurisdiction. BORA reserVl~S the right to revoke this acceptance, if it is determined by :-'1iami.Dade County Product Control DiviSion Ihat this product (1I material fails to meet the requirements of the applicable building code. This product IS approved as described herell1, and has been designed to comply With the Florida Bllildllli' Code. ApPROVAL DOCU!\lENT: ]kl\ving No FG-500(U)2 Protocols: PA 201l202/20J. titled "Hi.-)(I()() \\indc)\\ Wall System". sheets] through 10 of lO, dated <J/III03. sheets 4 & 6 with revision :\ ,bted 113/(11 h\ the manufacturer, signed and scaled by Lewis i\ W~ddrop. PE. bearing the \k!I11!-J),Ii.1e COU!1I\ !'ruduct ('unllo! Approval stamr with the NotIce of Acceptance number and approval date hy the \11~lml,D;lde Cl'iJlil\ 1'r\1dllct Control Division. l\1ISSILE L\lPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent labd \,ith the manufactmer's namc' or logo. CIty. 'Idtc' ;ll1d following statement: "Miami.Dade County Product COl1trol Approved". unles:; othe!\\ls\,' 11I>led h;'r;'111 RENE\\'AL of this NOA shall be considered after a renewal application has been filed and there Ins he'l'n no change in the applicable building code ncgatively affecting the performance of this product TERl\lINATION of this NOA will occur after the npiration date or if there h~ls heen ;1 rl'lISJ()li or ch;l!1ge In thc materials. use. and/or m~ll1ufacture of the product or process. ivlisuse of this NO:\ as an endorsel1l'~l1t of ;lilY product. for sales. ;Jdvertising or ;ll1Y other purposes shall automatically terminate thIS NOA Failure to cl1Illply with anv section of this NOA shall be cause for termination and removal of NC)/\ ADVERTISEMENT: The NOA number preceded by the words Miami.Dade County. Florida. and followed by the expiration date may be displayed in advel1ising literature. If any portion of the NOA is displavcd. then it shall be done in its entirety. INSPECTION: A copy of tlm entire NOA shall he provided to the user by the mallufacturer or ;IS dlstllhutors and shall be available for inspection at the Job site at the request of the Building Officl;t! This NOA revises and replaces NOA # 03-0604.01 and consists of this page I and evidence pages E.I and E.2. as well as approval document mentioned above The submitted documentation was reviewed by Manuel Perez, P.E, 8 -. :\0\ :\0 04-020'J.OI / /)1>/ Expil'ation Date: January 08, 2009 ..... Approval Date; T\larch 04, 2004 c...{--- Page 1 Vistawall Architectural Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRA WINGS l. Manufacturer's die drawings and sections. 2. Drawing No. FG-5000_02, titled "FG-SOOO Window Wail System Protocols: PA 201/202/203", sheets 1 through 10 of 10, dated 9/11/03, sheets 4 & 6 with revision A dated 1/3/04, prepared by the manufacturer, signed and scaled by Lewis A. Waldrop, P.E. B. TESTS l. l' est reports on 1) Air Infiltration Test, per FBC, P A 202-94 2) Uniform Static Air Pressure Test, Loading per FBC PA 202-94 3) Water ReSistance Test, per FBC, PA 202-94 4) Large Missile Impact Test per FBC, PA 201-94 5) Cyclic WlDd Pressure Loading per FHC, PA 203-94 along with marted'lJp .drawlngs and Installation diagram of 8 specimens of FG- 5000 window wall system. prepared by HUlTicane Test Laboratory, Inc., Test Repoli No. HTL-Ol 05-0612-02, dated 06/1 0/02 to 0711 5/02, Signed and scaled by Vinu J. Abraham. P.E. 2. Test reports on I) Umfonn Static AIr Pressure Test. P A 202-94 IC Loading Test. per SFBC PA 203-94 along with installation diagram of a FC-SOOn Window wall system using 9/16" laminated glass With "Stormglass" lamll1alC by Oldcastlc C;lass, prepared by ! lurricane Test Llhoratory. Test Repon No.HTL-Ol05-0nO-03. dated 9/17/0", signed and scaled by Vmu J. Abraham. PI::: (Ne).:t test repurts submitted Ii /lder NOA #0] -OS! 6.!2 and are jur re{erence unly) 3. Test repOlis on I) Large Misslie Imp:!ct Test, SFBC PA 2()1-94 2) CycliC Loading Test, per SFBC PA 203-9c1. 3) Um form Static Air Pressure Test, Loadl ng per P A 202-94 along with installation diagram of a window wall system prepared by HUITicane Test Laboratory, Test Repon No.HTL-0105-0309-01, dated 3/6/0 I, signed and sealed by Vmu J. Abraham, P.E. 4. Test repons on I) Large Missile Impact Test, SFBC PA 201-94 2) CyclIc Loading Test, per SFBC PA 203-94 along with 1l1stallation dIagram of a window wall system prepared by Hurricane Test Laboratory, Test Report No.HTL-0105-1212-00. dated I 2!l 8/00, signed and sealed by Vinll J. Abraham. r.E. ~i ~ tl' .... i~ MJAA~ .' ;~ , / M.nnd ~~P.", /. I . Product Control ~xarrtll1er '../ NOA No 4- t09.01 Expiration Date: January 08, 2()()9 Appro\al Date: March 04, 20()4 E-I Vista wall Architectural Products NOTICE OF ACCEPTANCE: EVIDENCE SlmMITTED 5. Test reports on 1) Air Infiltration Test, per P A 202-94 2) Uniform Static Air Pressure Test, Loading per PA 202-94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per SFBC 3603.2(b) and PA 202-94. 5) Large Missile Impact Test, SFBC PA 201-94 6) Cyclic Loading Test, per SFBC P A 203-94 along with installation diagram of a window wall system prepared by Hurricane Test Laboratory, Test Rep0l1 No.HTL-0105-1212-00. dated 12/21/00, signed and sealed by Yinu J. Abraham, PE C. CALCULATIONS 1. Anchor calculations and structural analysis, prepared by Lewis A. Waldrop. P.E. Consulting Engineer, dated 4/23/03 and reVIsed on 11/7/03, signed and scaled by LeWiS A. W;.ildrop, P.E:. Complies with ASTM E-:I 300.98 D. QUALITY ASSURANCE 1. Miami Dade County Building Code Compliance Office. E. STATEMENTS 1. Statement letter of confonl1ance. dated May 27. 20Cr). signed and scaled by Lewis 2. Statement letter of no finanCIal interest. dated Mav 29. 2003. SIgned by LeWIS A Waldrop. P.E. 3. Lahoratory complIance letter for Test Report No IITL- 0105-0612-02. issued hy llllrncane Test Laboratory. Inc.. dated Lilluary 27.2003. Signed and scaled by Yinll .I Abraham. PE F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01-1204.01 issued to [-:.1. DuPont DeNell10urs for thell "Sentry Glass @ Plus" dated 01/17/02, expiring on 01/14/07 2. NotIce of Acceptance No. 02-1205.03 issued to SeCllIity Impact CJlass Holdmgs L.L.c. for their "SAF.GLAS" dated 0 1/02/03, expinng on 12/16/07 3. NotIce of Acceptance No. 01-0205.02 issued to Solutia Inc. for theIr "Saflex IKeepsafe Maxirnllffi" dated 05/17/0 L expinng on 05/21/06 4. Notice of Acceptance No. 00-0614.09 Issued to Ylracon Inc. for their "HRG-2 Laminated Glass" dated] 1/02/2000, expiring on 10/16/03. 5. Notice of Acceptance No. 03-0514.15 Issued to Oldcastle Glass for theIr "Stormglass Laminated Glass" dated, expmng on G. OTHER 1. Notice of Acceptance No. 03-0604.01 VIstawal1 Architectural frcfdDC\S, Senes "FG5000 Storefront", approved on 0I!08/~airinQ, onJ!l~/2k ----- t JI(J..~ / / ~lai1uel Per~. P.E. (. Product ControLb,iminer '---.--./. NOA No h-:t:0209Jll Expiration Date: January 08, 2009 Approval Date: l\larch 04, 2004 F. ., J PRODUCvr j\PP OVAL DRAWINGS Ie , I ;: ~ I FCi-5000 FRAMING sysrr WrrH MULITPLE INFILLS FOR USE IN HURRIC NE Z,ONES REQUIRING . ;! LARGE MISSII___E I P AC~r J?,ROTECTION . i MAHJAl COtof> ~"'[ tJE ~:J ~ ~g~ :; . Ct: l.: .~, :i SHEET I' INDEX T(l DlZA WE'lIS ,"'OTES ~ ~ ~ ~~ SlIEET 2: TYPIC..-\L LLLVXflON I "\LUM ,-,lULLlON .SI lOIn SPAN. -< ~ :1~ I "f~ ~F SHEET 3: TYPICAL ELLVXllUN I ALUM. MULLlONLONG SPAN- -<::l. ~~ SHEET 4: TYPICAL ELEVATION ALUM. MULLION WITH STL REINFORCING-LONG SPAN- I tJ ~ S~ SHEET 5: TYPICAL LLLVATIOt\ Lie; ALUM. MULUOt\ WI'll IOIrr STEEL-SHORT SPAN- ~PJ ~ c' SHEET i, (IL!\ZIM; S('j IEDUU rJ)~ ~ ~ SHELl [,RA\IIN( I !)f'TA!LS I H~i ' SHEFI 1..0\1.\10,'. :\lLI UI \I\I! f IS ~L v-"' I ZL 0 .:.: ~ N :>r-~ I :.> v; N I < >- 0 I ~ u: l."'.J Z I .':l j '" ~g j -J~ot-t- <(> 0', I > ~ N z~ ~ o~ <t Ct: I ~ 0 n.. -'0 ~~~-'~--"'~~-"--"'~~--,-"--'-~'.'---- - ----~ I "- C ~";- 1,:0'" - :(~: ~~~ !'L;',. ~, I I ;......:5 0 wO I !. 9 u CJZ ~~O " i ~ 'r I- j"P"'H"" "'''1"',.''0, "Hi< ", ' ~G 0 jt;;ri<1!t o-u:ilinl' lVJl r; ~ Ll. g: 'k~A...z,Q~4 i Cl.. r'J_Q~,,"Q2Q';hQ I ,;T1Ri"""'"""-- ",," !i,d, """"de._,1 ):~~") I (/ G _~_.__".__'_'___"M""~_~_'~"",'" ,_' DRA WINGS FOR D;\DE COUNTY PRODUCT i\PPROV AI ---~.,-------~._--'----"---- -- PERIMETER FASTENERS NOTE. FIRST ANCHOR IS 2" FROM i 1/2" EDGE OF VERTICAL. EACH ADDITIONAL FASTENER IS AT REOUIRED MIN. SPACING PERIMETER FASTENERS ~ . ~ LOCATE AS SHOWN: ~ -- 3/8'\1 1/2" GRADE 5 BOLT I WITH NUT & WASHER TYPICAL I @ STEEL 1 1 /2" MIt~. SPACINGJ BETWEEN FASTENERS . LOCATE (1) EA J' ABOVE & BELOW .. a ~ MID-POIN"!: 3/8"~x2 1 /2" LONG t LARGE DIAMETER TAPCON TYPICAL @ CONCRETE, 2" MIN. EMBEDMENT ~8~ 4 1/2" MIN. SPACING BETWEEN FASTENERS ~::J0 Cl~ ~O~ < LOCATE @ MIDPOINT I cr:~ " ~~; 68 3/8"x2" GRADE 5 BOLT I <= ~~ WITH NUT & WASHER TYPICAL C::' ~~ l:s STEEL 1 1/2" MIN. SPACING I ~;:;t BETWEEN FASTENERS , t:;~ ~~ ~UJ .. f-" -~ rJJ6 ~ " ~ LOCATE AS SHOWN ~C::' 3/8"~x2 1 /2" LONG ~ LARGE DIAMETER TAPCON LONG ~ TYPICAL @ CONCRETE 1<) 0 @ WOOD 2" MIN. EMBEDMENT ~~N EMBEDMENT 4 1/2" MIN. SPACING 1:': ~ ?:J ,BETWEEN FASTENERS ::<",0 MIN. SPACING ;;i>-N TYPICAL ELEVATION I-I "''' Vl Ff\STENERS ' VY ALUM. MULLJON :;~c;<.n -Sl-10I<.~r S AN- :t:;l: N~2 ~ :::tt- a ;l: <l: <l: <! ::G 0 0- 0.: > toG... L.J ",:'."'0>1, r.E. ~ ~ U) ~ ~.t:L'.:t c " ~ _J ~ Q 0 " I~':; s~ (5?sU o 't,' 0 ",lJfo- ,,-"-0 "~Jz<<";<1- 0.: 0- M"-'_ __.:0 r.5_.0i. h:'dnf l.'t\i( f"ndr.,! k'O;"h-j<";: "CUf~~ ti: .- ,', ~~,~ i / / i N01E I Ii . FIRST ANCHOR IS 2" FROM i ' I EDGE OF VERTICAL. EACH I ADDITIONAL FASTENER IS I I AT REQUIRED MIN. SPACING PERIMETER FASTENERS "n" I , II , l11 MAJrlJAl COtrdP ABOV~ &. ~ELOW LOCATE EA. ABOVF & ~ ~ 1/2 Lmk BELOW.-,J TAPCON lTTICAI 3/8"i/lx3" LONG LAGBOUS ~ ~ 2" MIN TYPICAL @ WOOD _ 2" MIN. ..;, c . ~ SPACING EMBEDMENT, 1 1/2" 'l., g:., ;]S SPACING BETWEEN ~ ~ ~ ~~ <'6' ~ ~~... >. ~" o >~ I L.,U.i: ~" ' rt~ Cffi (/)5 ~ ~ HO::" <. ", ~ I LOCATE AS SHOWN ~ i 3/8'\~x2 1/2" LONG LAGBOL 8 I TYPICAL @ WOOD 2" fAIN. c :>. ~ f EMBEDMENT. 1 i /2" MIN. I' ~ ~ ~ 1"__-:::0) SPACING BETWEEN FASTENERS ., ~ ~ ~ Vl _..-~ ~-;-oz ......-.- -; <. 0 Z 0 < ~N __ PleAL ELEV A'fIO I.IEA VY ALUlV1. MlJLLION ~ ~~ ~~ -.< L....W -LON SPAN. ~ ~j ~ :.-::: ,0;20 r;: ~< u -. v, 0 ~2b 1,:,,,""'!ig'ZQQA. ~ I, 1~~.Q,gp-Jt.QJ. ,;:,~"':d,:,~....,,,..,(,.,,, /J'~ /'"'.'..... i;~~~ / i ._--------------,"",---- --- ," _.~-.- - -----..----- - -- --.+----.----.--.- i I NOTE i fiRST ANCHOR IS 2" FROM ! EDGE Of- VERTICAL. EACH ADDITIONAL FASTENER IS 2 1/2" AT REOUIRED MIN. SPACING ; ~ "- i ~ N I ~ ~ -- -- ~ :1 r :~ffi LOC,\TE (1) EA 3" ABOVE & BELOW ~~~ MID- POINT 3/8"0x2 1 /2" LONG LARGE DIAMETER TAPCON TYPICAL ~,..,~ Q ., ~ @ CONCRETE, 2" MIN. EMBEDMENT <r;O ~ I 0: ~ ., 4 1/2" MIN. SPACING BETWEEN ~~~ 88 .- F,\STENERS ~~ ~~ ~~ ',0 <r;:J . ~~ t)~ \i'" ~ D . " ~~~ ~~ ". OJ UJ5 ~ ~ ~o: · ~ ----- ,., 0 ~ ~~ ....: r"N :3: t;;o ;2 C;N ~. -''''- Vl ~...J_ <.:>Z N ~ ~~ 3: Q TYPICAL ELEVATION LIGHT AIj M. MULLION b ::E';t CG <:( > c.... Ct:: L.J -LONG SPAN- WITH STEEL REII ORCl~I\1ENT ::: u.. -1 .. Ld P.E. JAI&J ., ;"",;r:!, :1. i'pf ~.'~"~',f';i ''',..~~ ' "'''''. ''-'--- ~ "eA t~,. ".. .. ~ ! (/ i ~ DADE COUNTY -~ I PRODUCT Al'Pl~OVAI ~-----_. I I PERIMETER FASTENERS 1/,4" l/.04~_ 2 1/2" ':>7 NOTE. FIRST ANCHOR IS 2" FROM I EDGE OF VERTICAL EACH I I ~ ADDITIONAL FASTENER IS ~ I ~ AT REQUIRED MIN. SPACING ~ PERIMETER FASTENERS i t MAMJAl. ~_,_ _ ~<r. t;~ ~:J ~ Dc z ~OE J" ABOVE & LOCATE (2) EA ABOVE x! ~~ ~~~ 1/2" LONG & BELOW MIDPOINT ~~ TAPCON TYPiCAL 3/S'\'lx3" LONG LAGBOLTS ~:J ~ if.r" EMBED~1Em TYPICAL @ WOOD - 2" MIN t;~ ~~ BETWEEN EMBEDMENT, 1 1/2" MIN. HIlJ- ~~ SPACING BETWEEN FASTENERS L t ~ ' t \i/" . ~ iJ 3 ~c::' ~ "~"~I ", I I LOCATE AS SHOWN: 0 3/S"\\x2 1 /2" LONG LAGBOL TS I ~~, 1 ~ I::N IHT ALUfV1. MULLION TYPICAL @ WOOD - 2" MII~. I " 0~ TYPICAL ELEV AT'ION Ll EMBEDMENT, 1 1/2" MIN. . <~'-... ~.....l-- lj) SP ACING I:lII'IIfQ4~6.N-9j()8.2~J ~ ~~ ~ ~ -SIIORT SPAN \V -I-IOU'r STEEL- :2~< 3E~ ~ o~ <;; c... O:::w Ci.. U--.J <( w Ltw1~; :~. 1/.' "c','::>p, P.E. ~ F;.i",. ,-' .~ ~:. C c :: t ----~-----.-_._--_...._._--~-. SCHEDULE MAXIMUM IoIAXIIoIUIoI D.LO. SQUARE IoIANur ACTURE SIZE rEET I VIRACON 57 1/2" X 115" 49.9 2; EXTERIOR d g C. a ECURITY tMPAC 57 1/2" X 96" 38.3 ~' CLASS '" ~ ._.. I ~ ~ SOLUTIA 1/2" 111" 35.1 I . ~ 45 X ~ DUPONT 57 1/2" X 96" 38.3 ..-, ~ " :; ~-L OLDCASTLE 1/2" 96" 38.3 ~i. 57 x ~_~~._f~ ._~ ~'" s/e- NOMINAL I tJ~ @ I ~gf ~ <co - ~~~ ~ 8 . ~ ,) <C:J " g . ~ C~ ~ ~u; " i '-' '" ~ '-2 rlf"" 03 0 ~O::. I ~ J t<) 0 G:>:~ I ZfJJN s=:;;o ~~, (/) z 0::1- 0 .....l-1'O I <;::" N 0- 6~<t CL .-----.. ...../ 0 ~OCL p... '""'. <.:> ~----~.~..~- '''--'~'~----'-----.' ~~U) , I Z ~-1 N cO <l: 8u ...J ":'0 <.:> ,\' c)j ''j> t;. l;~):~ \\: :i', f i' , 00- "-0 m~~t '" 1 I Q. ,f. ,t., , ~ I:Jrt.:r.:;J::~to!,.,'l :'JiI~~ .*:t: FASTEi>ofi. V /' '- I I ,," ~> I OJ '" VI I I I ]~' i:8. ,,' ~>.A' r' "~ , , 't- I PRODUCT APPROVAL DRAWINGS -']~I~~~~luJrsli ~.-'---'-'----'~- FG.5000 \viND()W V/ALL SYS1T:r-1 -~"..._.~---- PROTOCOLS: PA 201/202/203 ""3,o,11l?ORl f;:O ITPRELL TX ~~;6l'lI'nl) 55i_,{100 ~ I I nt!o V:STAw".E. Gl'..tY.;r FRAMING DETAILS t;Ln!fl' y.A."'c.'l'.....CTURiNG CO}ii"".NY JRrV BY r 0"'1'[ OfSO!lPTI'Coo! I I I 1 I I i I -. "- .. ~ ~ 1 t,. ""uO ~!, clJ ~ ::0>::0 1'p~ g~ ~. Ou> gm~ G8~ ..~. -: c:.....J >~U1 j/->;x.; "" ":'I ..~ ~~~ J~ o I c\; ? !?:,; ;; I c- i ~-~ -'1> C010 PRODUCT APPROV AL DRAWINGS ~~~~AZY~lucts ~ I' ' o "'1 FG.SOIlIl WINDOW WM.L SYSTEM '1 gi PROTOCOLS: PA 201/202/203 ~,' Alll:f'OFT RlJ TUU.ELL n: 1~ltJ'l (?72} Hl-filM ,~ OJ I I I 0 0; 1'tEVl$TA""'Al..LGROUf' I I !HJTLER MA,"UFACT'C;!l.L-K; COMPANY "I i FRAMING DETAILS ,., ,.,,, """""'" i , -- "'l1r S. ~, -- .? !:-~ :'; ';:' ::~:" .: \l~~) -@:- c, -;;:, _\J~~ - 'n r' ~ ';0 - '\.' .,"'{>. '" ., , -,---_.,--~--"-~,_.~- ---~-~-- PRCHH;(~r APPRO\.',',! DRA \VINCiS SYSTESl PROTOCOLS: FA 201/202/203 FRAMI~iG DETAiLS us:')>'''''''::''' i BILL OF MATERIALS .~. f~"o PART NU',8ER DESCRIPTION M.Vfl".1: ',n,D: II<Oif 1 fG-1133 EXTERIOR GLAZING GASKET I]; ':.Pi,Cf .[e:!,'..... [S___,___.. _... ._.___. . ......______ 2 V2110 INTERIOR SSA TAPE 312 1 .,,2 THf!"'ci. f 10~J 3 FG-5105 SETTING BLOCK SilL & HOR~ZO!'U'L ,,' LONe EDr: ._.._. WI [..... . _. .._._......_______. ~ 4 SM-560: JOINT SEALANT TAPE .: "5 XSO VAFiES 1" " '" ~ 5 CW 998 BULB GASKET FOF FILLER VARIE'. ! U'M' "" A. ,f :,BL!f':'''. ~ 6. FS.B SPLINE ASSEMBLY SCREW #1" x HHSTS 1'::[[: . I ^n^~" ..... "re'" ':-;:" I 7. FS'35 ""Ac-n STEEL fiEINFORCEMENT/4__20 x,," CHf. ""f! v _: , -.-.-- ~"___'__'''___~_'''''''''_~'._~_''_m''_''.__ 8 STEEL CHANNEL FOR FG-5121 (MUll) 2 x 4.562 x 25l IAJC ST[Cc f CS IIUll IDJC7H CF "ULUOI, 9 FG-SIIO HEAD .. .. 250.\ ".98 xoeo . iDG) IC AiUI,U:U'" ,/ WP-U .. .... " 10. FC-5113 HEAD FILLER ---.----.-. 0,0 ;'-;-697 ,------- G06:1-.F, .... v WALL .... -.------- i ~ 11 ~~66 SUB SILL FLASHING~--'- "'- :::::6~:,)) 48i-;,-~ --~~063b ALC;)!~l;M VI ,WALL __..___-=__~..=~-~.=:_.___.___.._ 1+ - f ~ FG.5112 SILL 2,50 X 4~~--"--,,___ ~C:~::T6 ALUMiNUM VI WALL__---'._________ ~""-"'^L""""_._ U. FG-5165 SILL FILLER 500 x 2055 XC6; 6()6.-'-TC ,\LCM1NUi.' VI WALL ..-f---__._____.~__.._____ ~8: 14 FG-5115 SILL GLAZING BEAD 2.500 x 1863 ".07e 606.)- T6 ALLlMI"U;~ VI, AWALL , ~;:J , ;~I ;~=~;~~ ~:~~yB~~:L M~~~~~~::I~L~:lI0N -----,7~~: :~~ : -;i3~ --:~~~~=-~,~<t.t~;~c~ ~!~:tt--. - -, ---.----- --= <d ~ J 17. FC-5161 WALL JAMB ..... 21)0 " 5.00 X 07' C06..'. Te t,LUMiNUM V WAc.c.. __ lc. ,\"::-1, .".. I",C. >~; ~~ 18. FG-5121 LIGHT VERTICAL MULLlCN 2.50 x 0 DO x D9'; 606." T6 AWA "?':3 ~ ~6 I" ~ ~ "< 19 FG5000 FP 12 ANCHOR PLATE .375 x 400 X 070 6063 16 MUMit,UU v WA.LL IS' ""mrn ON JAMB 'iC,(;.'I!u""ciL. 'l.,C g ~? 20 FG5COO-FP-l0 SILL FLASHING END DAM 20,0 X 1.00 x .062 5063- 16 ALU>AlIJUIA V WALL .1)0' LUNG ~~ ~ ~~ 21. DOW 995 STRUCTURAL SILICONE FILL SPACE SILICONE D! CORNING (/)g ~ ~ 22 921 USED AS PERIMETER SEALANT if L SPAC!' pnl Y"Pf l' \NI' Vi L EM He>:" . ---~ ..""-- .. ------.--.-- <: 23 FASTENCR FOR ATTACHING HEAD TO ill" x 1 1/2" BOLl i~~~~r ,!,[ J42'! v, CS 1 !,!iN SPAWE; hi..::: STEEL SUBS IRATE VITH NUl't, WASHI:F: "_'''''''c.' .. . ~ 24 FA'.TENCR ~~~EtTTACHfNG JAMB TO 'LX2".B?L'T~~E;E;\ "1\1: J429 C'S --.-;---,;r M';:;-SP;;(,NG ~U""'KAIt 'liTH 'JUT & WAc,H!" ""'''~c _._ m-'_ ----...-----______ I \.IJ/r? 8 "5 FASTEHEf, FOR SILL Te ~. ;',2 1/2" LC')(' ISTl r< ." [MBEDMEN _/ i /J'/Pi ""' _ N [) T-'PCO'N 'L1', .g1:L.SEADNG -..-...___ "_ ~).._/:{)./j~ ~ r5 "'- 26 fASTEI,ER I'OR ATTACHING HEAD/SILL TO ! )j, x " 1/l" i': I S 1/ 3' [;; 8 WOOD SUBSTRATE !Li,(; nCLTS ,,;" ',<if. 5p!,CiNC ;;; c; N :J ,__.m 'c -......" -l "'- <{ 2/. FASTENEr,) !FOR """niNe, ,IMA8 TC !:, ," "'" I.' "Wi / >I C -l _ _ WOOD SUBSTRATE i'.:< BUL _" In: "p,C':;c :;: ~ ~ ~ 0 28 FCF' RIVE I BUTTCNHEAD RiVEI FOE! I~: Di!. x 1'8";' 'j, 11 !.if; SHOWN,...--- 0 ;:: <{ <{ ~ IAllACHINb r"'. . TCJ FC'::''',' .... ne, [\."-'=, t ~ [L ::;; < ;'9 f eSTEr,E!' fCR !Acn'N" SU8 SILl_ "i'!HEUMH:' c...... .. '" .. "- Cl: IF LASHING TO CONCRETE , !' P[UU:FLL "-'.,_no, '-'I IPA f- ;:: :J 0 "- 'D ; j.',TUJ[f? l~O!:".. '"0''' ,1('UBSILL --::---" \ )'.-'" ,,,-,1', , ,;,,, 'MU' ,. . >I' ,.,', ~ ~ 8 ;::J .---- IWUUU .... ''''':Ii''','''''''", c"Srn ,,: ISTEEL CHANNEl re;, ;'G-S,121 (JP)[j ,iC " ,'FES ! ',,\ ',IUllleir' .:;: t: 0 52 fS.. 1.""ALHlAlN 'i7m" II'! 1 ",' , 'i,- f1:,Af?1~gJ I~ g: f',\V--C", 1'~C;)i.. '~.bl.k r'"~""" 3.3 f"C-5111 INTERMEDIATE ,I'"~ 1(', 2" ICU( ,'. T: :,[liI."', 1,' 'Iii" ........ i. - -- (1 ,..34 FeS1:4 GLASS STeP rem "ITERM HORZ-I, Y1 \ 6lie l'/i::l__--~~~ J !~~rWI":9'iII:03 ,'SASTU,U; FOR ATT.ACHINL ,IAVB TO COI,Cfif iC 1'7A."Si.., '. C ,_\",,1/,', " '1", ,-0 ... . . i.I:[,,! I,:i. cCt: _"_ 1.'1;, "".lfi, FOR "F"i~c,:'~",v: n'. '\[. f'[::,OOO!p..", WI,TER DEFL[CTC>P', I\'M:'!E R!:",'ii "",' le'i H'\Ui. V1i'!},F, iDADECOUNTY ',;Vv"...U.' . H ... . ..... __", ._ PR()iilICT APPROVAl 'To OF i C ~ ------.-- I RAI LI N SYSTEM G205-'A PART # ALLOY I OtJl:{'~, CD 2"x4" OVAL TOP :AP G205 6063-T52 uc> I CV 2"x4"x1/8" TUB 6061-T6 ~S ppltOV ~~lC~:rlO --- CV') I Q) 1-1/2"x1-1/2" 062" TUBE G703 6063-T52 cnCV') B. P> FP> (1.)""1' .' FO FOB. ._ CV') CD 2"x3/4" CHANN 6061-T6 l--o ...l- tJO'f G505 +-> C\J cn~ / G) NON-SHRINK FA SETIlNG PORTLAND CEMENT 6063- T52 :::1_ '"d @ 5" DIA. CORE-D LLED HOL.E c --- 0:;:.....:1 I l~,J ~ w~ au) C-il ~~ lv' ......J> I w-< I IT REJECT A 4" SPHERE dE- E.c. :<~ iv~ Typ. "'- , , I ..... . I I I ~ to I I I I I I I I I I"') . ~ I I to I I I I I I I I n l~ I I I ~ ' I I I . h ~ 1..( I...J :<-. I...J ~~ ..- ~ ~ I :~I~ I lr) . ~~~~,:'~..', :':;:r:/':::! '" LEVATION OF BALCONY RAIL ~~ "<t "'12 SCALE: 1 /2" = l' -0" ~:",.:.,. ;:j~ W 6 NOTES: I 1. MATERIAL: ALUMINUM 60QC SERIES, GRADE T5 OR T6 ~ 2. FABRICATION: ALL WELDED YSTEM USING MIG OR TIG PROCESS SECTION "A-A" 3. FINISH: PPG DURANAR. T S HAS KYNAR 500 RESIN AND COMES SCALE: 1" = l' -0" WITH A FULL 20 YEAR WA~ ANTY AND EXCEEDS AAMA 2605-98 SPECIFICATIONS. 4. ALL FASTENERS TO BE AL INUM OR STAINLESS STEEL. XUUU/.UWv , BXUV.U412 - Fire Resistance Ratings - ANSllUL 263 Page 1 of3 @ Underwriters @ L Laboratories Inc.@ BXUV.U412 Fire Resistance Ratings - ANSI/UL 263 Se~GellenJJ InfQrmatiQJlfQrEir~ Resistance Ratings - ANSI/IlL 263 Design No. U412 December 21, 2004 Nonbearing Wall Rating - 2 HR. @) ~ 0" I \ , I \ I ' .:\ .. , ~ ~~ (.n..:,.,~.,,~,:,~. >.:,.."'~ ;~~" ..,:..'.;~~':"-':':':':';~.:':'.n-.'.~":::: _.';:':).';.~.;,:;,:.:....:: ,;;. . . . . . 9+:::"~ ~~:~. >-. K .~:. .:...i.:::.<..:::..... .. ". :::..,' .. .. . "fl)< .... :...... ....... ,..:' ;.a..a:~... :~ ,', . ::::~.i.k..;?'*'~.: :..~~ac::.;.:.:..'..:':"=.:::. ::.~.~. . "::~i\~:.::'''':::.:.~:"';:''.:'::'''' .:..;:.~~..." .::::.,. ..: :~>. . I t 1 @ ~ 1. Floor and Ceiling Runner - (Not Shown) - 25 MSG (min) galv steel 1 in. high, return legs 1-5/8 in. wide (min), attached to floor and ceiling with fasteners 24 in. Oc. 2. Steel Studs - 1-5/8 in. wide (min), 1-1/4 in. legs, 1/4 in. return, formed of25 MSG (min) galv steel max stud spacing 24 in. Oc. Studs to be cut 3/4 in. less than assembly height. 3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts, partially or completely filling stud cavity. Fasten each batt to wallboard base layer with a min 9/16 in. long staple. Use five staples for each 4 ft long piece. Drive one staple in the center of each piece and a staple at each comer, approx 3 in. from edges. See Batts and Blankets (BZJZ) category for names of manufacturers. 3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 Ib/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD 100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 Ib/ft3. t.~4-+.,^" .//rin+0h00r. ~.1 I . L :._ /""T"'('I+ 1 IT Tr" '""'"" T.,.., 11 T""'.... 4'...,......, , ~ , .~ BXUV.U412 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of3 U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic fi. NU-WOOL CO INC - Cellulose Insulation 4. Gypsum Board* - 1/2 in. thick. Wallboard applied vertically in two layers. (Laminated System) Inner layer attached to studs with 1 in. long Type S steel screws spaced 24 in. O.c. along vertical edges and 24 in. O.C. in the field. Outer layer laminated to inner layer with joint compound, applied with a notched spreader producing continuous beads of compound about 3/8 in. in diameter, spaced not greater than 2 in. O.c. Joints oflaminated outer layer offset 12 in. from inner layer joints. Outer layer wallboard attached to inner layer with 1-1/2 in. long Type G steel screws spaced 24 in. O.C. along edges and center line of each sheet. Optional, (Direct Attached System) Wallboard applied vertically in two layers. Inner layer attached to studs with 1 in. long Type S steel screws spaced 24 in. O.c. in the field and along the vertical edges. Outer layer attached to the studs over the inner layer with 1-5/8 in. long Type S steel screws spaced 12 in. O.C. in the field, along the vertical edges, and to the floor and ceiling runners. Joints of screw-attached outer layer offset from inner layer joints. spaced 24 in. O.C. along vertical edges and in the field. Outer layer attached to the studs over the inner layer with 1-5/8 in. long Type S steel screws spaced 12 in. OC in the field, along the vertical edges, and to the floor and ceiling runners. Outer layer secured to inner layer wallboard with 1-1/2 in. long Type G steel screws located midway between studs and I in. from the horizontal joint. Outer layer wallboard joints covered with joint tape and min two coats of joint compound, and screw heads covered with min two coats of joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. AMERICAN GYPSUM CO - Types AG-C. BPB AMERICA INC- Type FRPC, ProRoc Type C. BPB CANADA INC -- ProRoc Type C. CANADIAN GYPSUM COMPANY Type C, IP-X2, IPC-AR or WRC. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP - Types 5, C, , OAP, OA. l.<;tt~~llrf.,tf)h.r~C'~ 111 r-rH..Y'I/r-,......: 1-:.....IV'I'Tltn...,....,'Y"<l...,L,/T 10 ""T,...,11 1''0 ^ 1\,fr' 11 ~ , .~ r"'< ~ "-'" ....,. -,- T r ..... I ~ r ...... ," BXUV.U412 Fire Resistance Ratings - ANSI/UL 263 Page 3 of3 LAFARGE NORTH AMERICA INC - Type LGFC-C, LGFC-C/A. NA TIONAL GYPSUM CO Types FSK-C, FSW-G, FSW-C, FSMR-C. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC - Type PG-C. STANDARD GYPSUM L L C - Type SG-c. TEMPLE-INLAND FOREST PRODUCTS CORP Type TG..C. UNITED STATES GYPSUM CO Type C, IP-X2, IPC-AR or WRC. USG MEXICO S A DE C V - Type C, IP-X2, IPC-AR or WRC. *Bearing the UL Classification Mark Last Updated on 2004-12-21 Ihis page and all contents are Copyright (\) 2005 by Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction ofthe material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Infomlation, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright (\) 2005 Underwriters Laboratories Inc.@" (j e p n den t I an zatlon wor Ino for a safe (1 I ! t n j n t e r ! t Y pre j S I 0 and kno I (I (I .~ '.",. .. ~...""/ htt~.llrl.,tqhqC'P 111 ,....,--.""""",,, I,.....,.....~ h;'t""\ IVv,rlt'r'\"YV"o,-.l"4-,, IT T0rvrr/1 rn ,,~,rr I 1 ..... 1 "., .......... ..... ,.~. ,..'0' ,. "'. T" 105 Polk Ave. Cape Canaveral, FL 32920 (321) 868-1222 (321) 868-1247 (fax) To: Welbro Building Corporation From: Bob Haley Fax: 407-475-0801 Pages: Three Phone: 407-475-0800 Date: April 1 , 2005 Re: Residence Inn, Ship's Ladder cc: X Review o Please Comment D Urgent o Please Reply o Please Recycle Faxing a copy of the comment letter from The Cape Canaveral Fire Department on the above item for your review. Any questions, please call me, Robert B, Haley Plans Inspector ~BD E I \'Z'crU ~;llcW() t'- CAPE CANAVERAL VOLUNTEER FIRE DEPARTMENT, INC. Serving the city of Cape Canaveral & Canaveral Port Authority Plan Review To: Todd Morley, Building Official From: Tim Reaves, Fire Inspector Re: Residence Inn 2nd Submittal Construction Plan Review Date: March 30, 2005 I have reviewed the plans and have one additional comment. The Fire Department requested a Ships Ladder for the attic access. The specification that the contractor submitted was for a Model 660 Retractable Ladder by Alaco. I have visited the web site for Alaco and they do have a Ships Ladder that would meet the Fire Departments requirements. It is a Model 380 - 80 degree Ships Ladder (see attached). I can not write an approval letter until this requirement is met. Additionally when can the Fire Department expect the fire alarm plans for I eview? ==,' .=. ^~ , ~ ~ Station #1 Station #2 190 Jackson Avenue · Cape Canaveral, Florida 32920 8970 Columbia Road · Cape Canaveral, Florida 32920 (321) 783-4777 · Fax: (321) 783-5398 (321) 783-4424 · Fax: (321) 783-4887 www.ccvfd.org A[aco Ladder 80 Degree Ships Ladder Roof Hatch Access Page I of J Model 380 - 800 Ships Ladder Do\vnJoadDrmving PI)F l)ownload Download Drawing I)WG http .alacoladdeLcom/Newfiles/roofJ 80 .htm 17/2005 01 i /2006 [4] WELBRO Building Corporation I If Yo i.I 1)0 Not Re<<.... Aii P~l:'-",,l 8959 i\Stmnaut Boulevard IMME.DfA TEL Y CALL upe Canaveral, FL 32920 13(1) 183.:5066 Pborx: (321) 783-5066 G Origlt'..al via Resu"u Mllil F~imk (321) GOo.,,",. 0"",,,, "J Residence Inn Cape Can2W"--' ::; No Orlglll~ls bemg ","t - - I /, I G -- ~ 0 ~\...t-rr-- F i7 ___.4.'" lIlzany, Project Engineer ...uuNE# (407) 475-1050 ext 1054 FAX # (407) 475~O801 RE: Residence Inn Cape Canaveral Dermis, Attached is the RFI approving the USj:l of the Sheet Meta! Duct and F\re Blanket fi)t Elevator Venting qn the above referenced prQ~.fL }fON 1 45 f4J [08050H] View D~te \VELBRO Canaveral Date :1 -- ... WEt.6RO Building Corporatkm 2301 Maitland Center Parkway, Suite 250 M<t!tl<tlid, FL 32751 RFI No. 00232 Phone: (407) 475-0800 Fax: (407) 475-0801 "-.. Primary Art Goldstein Date 12/2912005 Ret;:ponder Powell Design Group, Inc.. Status Closed 303 East Par Street OrJa:1do, FL 32804 Reso rved Date Phone: (407) 622.6882 Reason for Engineering Fax: (407) 622-6883 R.equest Conflict CC Chris Cortel!ini (WELBRO Building Action Requested Approval CorporatIOn) Probable Cost Increase Paul Hayes (WELBRO Building Effect Corporation) Probable Time Unknown Jaime Irizarry (WELBRO Constructors; 1 nc.) Effect Ronald Brown (WELBRO Building Priority High Corpo ration) Due Ij5j2006 From John Overton WELBRO Building Corporation CSI Cod~ Other Ref. No. "".... Information Jtequested Please reference Drawings A602 . Detail 4 and 5251 &. 5252. There IS an engineering conflict between the Roof trusses and the horizontal elevator shaft vent (UL Design U438). In order to Install this UL assembly major truss modifications are reqwired. Recommettdatlon Install a 22 Ga. Galv"mized sheet metal ventflaticn dur.:t (See attac.hments) and wrap with 3M Fire Barrier Duct Wrap 15A or eqll.:ll to provide a 2-hour rated assembly. Please review and consider this applcation and provide approval to proceed. Responq Infot'mati(u'l I Respond~r - Oate Response ~n 8rown iRich Kine trt Gold;tein J12/30j2005,approved ~Ite~at\~ 2hr. rete-delevetor venting duct per submitted sketches -_L~ land mCl!~rlal speClfic1'ltlO!"iS. _ _______ !} 1 ;;:;J MON 1 ,4 FAX [lJ .3 Art Goldstein Authorized Printed f'Jame Date Linked Documents I Document Type----TDocument I Description .----T.~.'.~._--, DOIte 0.8.05011-00926 RFI 232 Sack.Up 12/29/2005 Distribution . 'l Recipient Company !'<II ethod Date Art Goldstein Powell Design Group, Inc. Emai!; ilrt@po~elld~~:gngr:<:JLJp,c~r:!l._ 12/29/20051 1-- Art Goldstein._ p(~'/~_~.!.U?es!gn Group, Inc. Messaqe -'--------- . 12/29/20051 f.9:!.r!S Corte!lini 1WELBRO Bu1!ding Corporation Message 1/14/2006, jChris CortelUni WEL6RO Building Corporation Erna!!: ccortelllni@welbro.com l/14/2006, G~~eIriZClrry WELBRO"Suilding Corporation t-1essage I' 12/29/20051 ~aime Irizarry WELBRO Building Corporation Email: Jlrizarry@welbro.com ! 12/29/2005 iLarry Curvin iAtJantlc-Air, Inc, Emall: larry .curvin@atlantlcac.com I 1/14/2006 r---'"------r--- i 12/29/2D05 t~UI H~y!:~_-mLBRO Building Co!poraton Message tau1 ~_~~._I~NEL6RO~ildin9 Corporation Ema!!: phayes@welbro,com 12/29/2005 IRich King Penin:sula Engineering, Joe. IEma'!: rklog@peifla.com 12/29/2005 ----- Ron Brown Powell Design Group, Inc. !Message 12/29/2005 f--- - IEma!l: ron@powelldesignQrOUD.com 12/29/2005 Ron Brown Po~ell Design Group, Inc. IRonald Brown WELBRO euilding C_orporation IM~ssage 12/2912005 ~onaid Brown iWELBRO Building CorporCltion IEmail: rbrown.g:.welbro.com 12/2912005 ;;OU6 lUON 1 ;46 I4J ... Job #2217 ~ ~ 6. '(:fvv/ITV'" ~ r' I ri~ ~5~ .BALDWiN 'PARK Baldwin Park ~velop.lrlent Company SHOP DRAWiNGS I $UIIMlTfAl IlECEIP1 This reviltw l.i only to dlllICk prwfal.-:onfoJ:'IM1'\Ct with COfItrOtct Submittal tequirem.ent.s. It is noi to check corrediyez'\_ of omlniONi, details, quantities, orpw<:edures and BaJdwinParJ.: Development Company makes no rep~t,i' tions and aSMlmES no n'$ponsibilityin tbi$ ft.'- 8.ud. Approval of a wbmittal ofshop drawing is not intmded to and shall noutter gr .fleet in any way Contractot's obI igation- fo pIWf(Jttf'l the WOrk in :suict2coordance with the Contract D0cu- ments. Chanp to CMtt~t Ri!ql.lil'Qnu;tnlS i!I:N not 3uthoriud unless sta~ in lllliep4fllite; ktW of ril'Vision. o No~tioostak~., . l2f MaJte correc:tions as 'llOIed. ~ubmit, . . U1 6 13. lllOO5 . December 2005 2.Hour East Elevator Venting Detail: See attaroed sketches for mbrication and instalJation "Use 3M Fife Bamet Duct Wrap 15A Qr eql.Jal to provide <! 2-1;00,. duct. enclosure system. Install pet manufactIJrf;'ffl IniStallatlol1lns1:ruttlons. See attaehment. L Field verifY all lllellSumments prior to w11l1ation , 2. FlI.llricate duct as indicated on ilt'tIlI:hed ElmWhoo Ilhml.lgll3 3. 00 NOT ASSEMBLE 00(;1 in shop. Assemble pieces in field prior to imtailatioo. Assembled duct will noC fit throUgh attic aceeu. 4. A1tm:h slc:eve shown 0.11 Sketch J to ~ of elevator wft utilizLc.g # 10 x I W' Tap.Com. Tep- Com to be .l.w:ta11ed on (;" centeri ttOl.md eircuJ:'ll.fe.reo.t:e of sleeve through J W' flange. S. Aslemble remainder Qf duCt 6, Provide I~ lWd duct stiffeners per SMACNA, 7. Use S-loola and drives 0.11 dl.r;1.$ up to 24", Use s~in8 S-locks on duels O.'I;r 24" It Sea/aU jointll with EnviroScal Premium High Velocity UL 181 Duct Sealant Allow 72 holm for tw:'i:ng pllOr !xl i1utallins Fire B3.l'Tier Duct Wrap. 9. Seal bottom of dlklt to lol.lvc;]' pm IWd end dam.s to elimi~ ".,lIter mttullion. Slope duct lllII pOmimIc to extlniOf. Sea.! duct r.ermir.atiOllIII !ouver willi IlpptOved Ilealanr. Prepared by; :Job::1 ~n. WELBRO Builo.mg COlpQtatiou Finalapp10wl needed by ArchllC.':r and EngiDeet of re-cord .......... _.. --~-'---- .- -. ..---,-- .,.. ~ 2.~~ 2006 1 m , I - ! -, I [4) 0' j; ~~ I I . I ~"'4 I I 11 "'. I , ' ~ ~. I ..t. I ...I" 11& kl >- ~ ~ . Q ~g 9:~ ~ IJ 0 i -< ~ ,~ -- ( ---- - - - - ................-.....-.......-- - .. I t f r~0 r ... --- I. e ~ d. ~ / ~) r L~ I ; III () \ ) I >.> ? () I-' ( , j ~ ~ ~ ( 2 < ; (' > ~ < ' - \~ ~ ~ ~ ~J - ~ z' - ~ . ~-~. C )1 - I - - - -, - .. -' - " -, - - -- '-y---' 01 2006 MON 13' 8 FAX !4J ~ ~ !: ~ - N ~ ~~ ~ > 4 ~ ~ ~ Oa..Q~" G\ Z~~e ~ d ~,., .~.' I~ 1.9 0 Z-- .. ~ ~~. ~ ~ ~ % Q ~ ~ ~ ~ ~ 'I '1 ~ ~ ~ E ~ ~l 'J i ' N C). :.. '" ~ ~ .fP" ~ 04..1 Q~ ~Jf, ~ <>>~ "'. ~ ~ ~ ~. --j. ~ ... \- ---..------- ~(l 1 ,H FAX tv /2006 N ~ . l!J 0\ ~ ~ )It . ~ "" :I - " ~ +--~~ i (f .. ~ ... '. , 9 (i "" ". T ) .... 1:. r ". 9 ~ z: ~ ~ J::. ~.. ~-I.9QC~p. · 1itftA.(7"- f Gl~ i 1-11 " 'l : ~ " :; 0) r 1 - - - - -- -- - - - --, - -- - '- 2006 MON 13.48 FAX f4]OlO' -- -- t? f\l s: ~ ~ ." >. z.. t:. it <<:::' P) > d - ~ Jr' 1- Z 5~ .", e c,.g - E. ~W. ~ "' t1 g - ~ ~ 0. ; r - Oc. "- ~ f-- ~:.-f f \N -- _. .----. -"~---~ -- -'~'-------.- 01 :;006 MO:-i !:.l:51 FAX ~l!12 01.) 3MTM Fire Barrier Duct Wrap 15A and 20A, Duct Wrap Collar 20A, and PlenulnWrap 5A TIns non'~"s!()s f1ft: resist2llP~e W'fllp is a patent<<! inorganic JMPire Bunee Dud Wrap ColIn l$A blanket <:ncaps\lla,~d with &c1'i.CIl.uinfol'ee>d full. The re&\tlt 2" thick by 6" wide coHllI' for wrapping batted scams of is an extremely flexible 'Wrap with high sITl:n~th. hml!.ltiO'l properties protect comhu;:tibl" rotu!ructiOIl at uro tlW1ulCe lOA or 15A d~l wrap. a! oYer!ap I)t collar, proYidillg en ~ltffiMtiV(; to . 2-lloor !'!Iled 3M Fire Barrier MelleM Wrap !SA rue-resL'i'lllllce shaft el1tlc~ f'rQ,ides ~ flexihl~ non-combllstible enclosure for cables ~M F'lre Blluier D!ll:t Wrap UA ilud ZOA IDe! pip..ln retunl air plmumI "tt:st.ed to UL9lO. Use ,,,,'jm rhicl<l"1ess choiC? of lY (I SA) llDQ 2" (20A) for single and sing!<t or multiple I" a.nd luger plastic pip<::9 and cable$ Including I"VC, epve, and ASS No pressurizalion ducts, hulltdou" exh il.utl Q."';:!~' tr!lsb ,~n'J IInClJ chutes. UA Is the tblll1lfS! stalldard one Ia.yer Set; b(\ck coyer f<;lT leclmiclll ,kl;ib on lh., f"dlline:. wrap for ~ du,;,\s lalOO ilS ~ sllilo'1 alreroative pet UL 1978. Roll width:; of 2' or 4' m ,20' kmg lOlls, '-.--.------ - --- ,----_.-, --..-------------.-----,-- -- -- -- --..- lit 23 20(16 )fON 13:51 FAX [l]Ol OlJ ~"':'J :" ;K:\t~;.."I,,;..,....;.~ ~:~~t:J~=I. ~~::'''~~~hf{.,;?~~,'".:c t:-.\^;."r 1/' ~'"\.!\-;'.!i .;..;') , j~~.~~ . r~, ";.;:r ""~~~ ~ ~~!ffo!~ ~. ,!!.:;;!(/'h' ~.' "." '~ ~ 1. ,';;~ M '"""N_~~~~"'_'N_~~'N'NWN_~_NN~__'~ N'_~~'N"''''WN~~'N~'N~~ N'N'NW~~ ",,,,,,,,,,_ - '". ~ ~ III '., . ~ ~. 1':" J" '1'." "', .~,,' . -, ,~. :~, 'I L fi.;if..', " .- '~~~"1~.; I,",:"":.\~~ "~~ '-~'-"N"--" " ,~~ '. .wmr~J,iltWfltIt.R','J>';"'i :,"'" '.';"":I:"'~ti" ",' "'.''',,,.,:'.,''-'''; """""';"'i~""";' ~~~-l'!>;''''~~'rn~!~~''''~~~\j~ 'hI, " ,,"iy. P'l1ial t;,t of ",,,,,,,,,,,,,,,U""""'. Go ID ]"'."""""'....161' b' ~",,'k "" l'i"" IlUll'Io',....d 3M Ililih1l:&ilo< Of...... """'''.....lo~'''' /lit 1400~"1Ur. ------~ -- ~ aM U'I\liQd ~ ThOl ~ wOl Do frM from ~ In rnatm1ll Qtl<i ~ b'a parb;l dni'le!y (00) day\l r.o.n * of~.;)t.I lIAI'CES NO 0"fHE:~ ~i1ES 'N~NG, ElIJT MOT LIMITED 'TO, AAY lW>iJED WAAFlAN1Y 01' MEI<<:HANTAIIlTJTY OR FmlESS FOR A ;>AAr!CULAn PUlWOSE. UWr 1$ ftspC,.,.I~19 tOr dtt..lt!li~i.'lQ whollh/n' t..." 3M produi:! is fit lor :l. p.1rlicular purpo....nd $ulebJ$ for WOf'$ "I'JIlioallon. Ii ~ 3"" pr'lCUG1 is pro'la::l to Il€ oe1ec!l\ie wlillin !t." warrnn\y pariod slated abO'te your l).l;lIsr.'f remedy ;r,;! 3M's obllcaOOn. i131l1's optJoo. 10 fe;llaoi or rtptJf t1'lt 3M prlXloct or re~~,d the wrchase prk':t 01 lht 3M P~Il(l:1!:1. Umltltion or liabl!lty. EYtllIlt ~ prolll!llW! !l'f L1w.3M I'IiII n:ll M !i.llii! ~r iI1'i lOSS Or dama~e 1lIis0jl from a :.t.1 ;m;;cuct. ~f am irtli,'1O.~. j~. cr~'ill1tifl. ~d Il'IO im lIm"l'lNielTlJd.i1dLd1rv \'03rrll!1f)l.roI1trrJ'1. ~ fYSlM~". aN! ComulllH S~fery aD" Li.:ht M.n.li:~mm( 3M Couter, Buil<;'lng 223.25-24 6) SL raUl, MN 55144-100() !!:> ~M 2003 Utllo it, USA Ph, 8~,}..32&~f6~? hiJIU.dOF! ,liv% rJ!L")'r..~,rr!1it1'J.ri~p.lpU. 3nu.~Qfr.:fifl.!:Gt()ov in~ll(.df"& 1(r.'Sflu)'f~"MUu11)j..'r ..'.d..ICfJiJ/lL'l' ga,",04ClQ..-5~.....8-B{231 5)li . -_.._--~.._._-"._.- -...--.,---- - ---- City of Cape Canaveral Welbro Building Corporation July 12, 2005 2301 Maitland Center Pkwy. #250 Maitland, FL 32751 (407) 475-0800 (407) 475-0801 Attn: Bruce E. Holmes Re: Construction on Sundays at 8959 Astronaut Blvd. Cape Canaveral, FL 32920 Dear Mr. Holmes, Our records indicate that you are the qualifier for the above named business. You are hereby notified that City of Cape Canaveral Code of Ordinances requires that no construction work be done on Sundays and specified holidays. Continued work on these constitutes a violation of Code and will result in a Work Sec. 34-154. Construction noise. (a) The construction, erection, including excavation, demolition, alteration or repair of any building shall be permitted only between the hours of 7:00 a.m. and 7:00 p.m. Monday through Saturday. These activities shall be prohibited at all other times and also during all hours on New Year's Day, Fourth of July, Labor Day, Thanksgiving Day and Christmas, except during urgent necessity in the interest of public health and safety, and then only with a permit from the building official, which permit may be granted for a period not to exceed three days or less while the emergency continues and which permit may be renewed for periods of three days or less while the emergency continues. If the building official shall determine that the public health and safety will not be impaired by the erection, demolition, alteration or repair of any building or the excavation of streets and highways between the hours of 7:00 p.rn. and 7:00 a.m. and during all hours of the holidays listed in this subsection and if he further determines that loss or inconvenience would result to any party in interest, he may grant permission for such work to be done between the hours of 7:00 p.m. and 7:00 a.m. and during all hours of the holidays listed in this subsection, upon application made at the time the permit for the work is awarded or during the progress of the work. (b) Home repairs by occupants or home additions by occupants that do not exceed 500 square feet shall be excluded from this article. (c) The building official is empowered to issue a stop work order for violation of this article and, upon repeated occurrences, may revoke the building permit of the violator. (Code 1981, S 711.10) Please contact me if I can be of service. Sincerely, ;;/7i2-- ~ /)-- \ 105 Polk AvenLle-Posr Office Box 326 · Cape Canaveral, FL 32920-0326 Te!ephorie:(321) 868-1222 · SUNCOM: 982-1222 · FA.,X: (321) 868-1247 www.myflorida.com/cape · email: ccapecanaveral@d1.rr.com ...tff3f". ~:.. '.-. el>"I-,: ~.~-: ~ <,iI --V.~ ;;. '.lJ. Florida Department of Environmental Protection 7;/ ~::- g FLORIDA Twin Towers Office Bldg., 2600 Blair Stone Road, Tallahassee, Florida 32399-2400 t.._~:~~~~~~=~~ REQUEST FOR APPROVAL TO PLACE A DOMESTIC W ASTEW A TER COLLECTIONffRANSMISSION SYSTEM INTO OPERATION PART I - INSTRUCTIONS (1) This form shall be completed and submitted to the appropriate DEP district office or delegated local program for all collection/transmission system projects required to obtain a construction permit in accordance with Chapter 62-604, F.A.C. (2) Newly constructed or modified collection/transmission facilities shall not be placed into service until the Department has cleared the project for use. (3) All information shall be typed or printed in ink, and all blanks must be filled. PART II - PROJECT DOCUMENTATION (1) Collectionffransmission System Permittee Name Roger Dobson Title President Company Name A 1 A Acquisition Group Address 3425 North Atlantic A venue City Cocoa Reach State FL Zip 32931 Telephone (321) 799-4099 Fax (321) 784-7812 Email teresahicb~ao1.com (2) General Project Information Project Name Is the entire project included under the collection/transmission system permit substantially complete? o Yes X No (If approval is being requested to place a portion of the project into operation, attach a copy of the site plan or sketch that was submitted with the application showing the portion of the project which is substantially complete and for which approval is being requested.) Description of Portion of Project for Which Approval is Being Requested (including pipe length, total number of manholes and total number of pump stations) 1028 LF 8 inch PVC and 7 Manholes Expected Date of Connection to Existing System or Treatment Plant July 2005 (3) Treatment Plant Serving Collectionffransmission System Name of Treatment Plant Serving Project Cape Canaveral WWTF County Brevard City Cape Canaveral DEP permit number 0020541 Expiration Date Nov. 25, 2006 For Department Use Only Date By CLEARED FOR USE DEP Form 62-604.300(8)(b) Page I of3 Effective November 6, 2003 Ncnbweg: District Nonheast District Central District Southwest District SootIIDistrict Southeast DistriCt 160 Gm<rnmental u,""" 7US Ba}-meadows Way 3319 Maguire Blvd 3804 Coconut Palm Drive 2295 VICtoria Ave 400 Notth Congress Ave Suite 2008 Suile232 Suite 364 Suile 200 Pensacola. Fk>rida 32502-5794 Jacksonville., Rorida 32156-7.590 Orlando, florida 32803-3761 Tampa, Fk>rid3 3361<43'8 Fort My=, Fk>rida 33902.2549 West Palm Beach. Florida 33401 850-59.:5-8300 904-807-3300 407-894-7555 813-744-6JOO 239-332-6975 56 fl68I..661JO PART III - CERTIFICATIONS (I) Collectiontrransmission System Permittee I, the undersigned owner or authorized representative* of AlA ACQuisition Group certifY that the engineer has provided us a copy ofthe record drawings for this project and if there is not already an existing applicable operation and maintenance (O&M) manual, one has been prepared for the new or modified facilities. Also, I certify that, if we wi!! not be the owner of this project after it is placed into service, we have provided a copy oftlIe above mentioned record drawings and a copy of the above mentioned O&M manual, if applicable, to the person or system that will be the owner of this project after it is placed into service. Date b - 2) ~e>S- Title President (2) Owner of Collection!rransmission System After it is Placed into Service I, the undersigned owner or authorized representative* of City of Cape Canaveral certify that we accept the project as constructed and will be the owner of this project after it is placed into service. I agree to report any abnormal events in accordance with Rule 62-604.550, F.A.C. and promptly notifY the Department if we sell or legally transfer ownership of the collection/transmission system. Also I certifY that we agree to operate and maintain the facilities in accordance with the provisions of Chapter 403 Florida Statutes (F .S.) and applicable Department roles and that we have received a copy of the record drawings and O&M manual for this project and that these record drawings and O&M manual are available at the following location which is within the boundaries of the district office or delegated local program permitting the collection/transmission system: 60 I Thurm Blvd. , Cape Canaveral, FL. 32920 - Signed Date Name Edward S. Gardulski Title Company Name City of Cape Canaveral Address 105 Polk A venue City Cape Canaveral State FL Zip 32920 Telephone (321) 868-1240 Fax (321) 868-1233 Email egardulski@)bellsouth.net * Attach a letter of authorization. (3) Wastewater Facility Serving Collectiontrransmission System I, the undersigned owner or authorized representative* of the City of Cape Canaveral Wastewater facility hereby certifY that the above referenced facility has adequate reserve capacity to accept the flow from this project and will provide the necessary treatment and disposal as required by Chapter 403, F.S., and applicable Department roles. Also, I certifY that any connections associated with this project to the above referenced facility, which we operate and maintain, have been completed to our satisfaction and we have received a copy of the record drawings for this project. Signed ~ S;4-~ Date 23, .,LdlJ Name Edward S. Gardulski Title rector of Public Works Address 105 Polk A venue City Cape Canaveral State FL Zip 32920 Telephone (321) 868-1240 Fax (321) 868-1233 Email egardulski@bellsouth.net * Attach a letter of authorization. nJ;Ol;......--.."',..,..j({\A'lfV\lQ\.Il..'\ P"m' ? {\f 1 (4) Professional Engineer Registered in Florida I, the undersigned professional engineer registered in Florida, certifY the following: · that this project has been constructed in accordance with the construction pennit and engineering plans and specifications or that, to the best of my knowledge and belief, any deviations from the construction pennit and engineering plans and specifications willl1Q1prevent this project from functioning in compliance with Chapter 62-604, F.A.C.; · that the record drawings for this project are adequate and include substantial deviations** from the construction pennit and engineering plans and specifications; · that a copy of the record drawings has been provided to the pennittee and to the wastewater treatment facility serving the collection/transmission system; · that the O&M manual for this project has been prepared or examined by me, or by an individual(s) under my direct supervision, and that there is reasonable assurance, in my professional judgment, that the facilities, when properly maintained and operated in accordance with this manual, will function as intended; and · that, to the best of my knowledge and belief, appropriate leakage tests have been perfonned and the new or modified facilities met the specified requirements. This certification is based upon on-site observation of construction conducted by me or by a project representative under my direct supervision and upon a review of shop drawings, test results/records, and record drawings perfonned by me or by a project representative under my direct supervision. The following is a description and explanation of substantial deviations** from the construction pennit and engineering plans and specifications for the substantially completed portion of this project. (Attach additional sheets ifnecessary.) No Substantial Deviations ~ Signed Date (p ~ "2. - 0 '5" Name Michael Allen Florida Registration No. 45798 Company Name Allen Engineering. Inc. Address 106 Dixie Lane City Cocoa Beach State Florida Zip 32931 Telephone (321) 783-7443 Fax (321) 783-5902 Email info@alleneng.net ** Substantial deviations are construction deviations greater than 10% from plans and specifications and any deviations which fall below minimum standards established in Rule 62-604, F.A.C. DEP Form 62-604300(8)(b) Page 3 of 3 Effective November 6, 2003 City of Cape Canaveral Inter-office Transmittal To: Johnny Cunningham/Shannon McNally From: Bob Haley, Plans Examiner/Building Inspector Re: Residence Inn, gas meter We Transmit: [gI herewith D In accordance with your request THE FOllOWING: L8j Plans D Specifications D Shop Drawings D Prints D Copy of letter D Information D Other These are transmitted for: [gI Approval D Use D Distribution [gI Review & Comment I Copies I Date I Description I Three 07/18/05 Revision and RFI approval for meter location. Remarks: Copies to: File By: Received by: Date: 07/ [~ WEI..BR() Building 8959 Gmaveral, Fl. G th~igNli.$i y,ill K~:guiu ,Mail Inn Cape c NQ O"'g.,,'~ls oc;.ng soot & TIME: 3 ----~-_.-.._._--,_.._-" "-'"....,-,...,_._.~-~,.__._-"~._.~_..- TO: PHONE # - ......- FAX # 1-8681247 -~.---..-------"-"."_._---_._..._._--_._-,._,,--,------ FROM: J airnc lriza1T}f,~!tgineer PHO~E #. ./j (32D 783~5961 tr ..... ...... ~ -"""'- RE Bcsidcl!,te If!!!. Cal!i.: Cal1aver~! "iii Pl~:ase ~~c the ~tt~ghedJU:I 1:9m:i..emJ..n.iLtJw additioil..i)f a (ius ryfeterJor the Kitchelt~1Jh~ 2f.JO - " ,~rm ~ ~ ' ' ".... Jeer . 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"101 PMIIii\i ~ WI t...dQ i !; ~, !i-4 l'I~t\.!r<>t W>$. ,I'i'lp~ ~ _011\ No, r;-"" (),Ath;/\, and th.~ (>-as ~A:!tn;>iIl1"V w"dd hk'il to ill:>tlo!! 1II $J!:IN'~ ~ Me~e;' for the I(!tcr.e:n .:>~ lMIc~ ~\ tJ'.e ~I.t-ild,,--d ~~h. 1'11~ili~>(: n:de..li1)r .:;ooe 1;;oo>Pfl&i'l>t:;!;. RI,t<:&W"'~_~ilI~ ._'---_..""...--.....,"'",..-,',.."......._~.__.,......'"...,.,-~.,,-'-".....,---...__,..._.,-......."'.....-,_.^_..,-_...-..-...---..~ 1~ l. ~HJ l; l"... . ~Ii De-illg'l' Tne.) Pt~"t",,:.! Ni3l'I'.<!: O.':!re ILfn.!u~l~ th;'l~:1'-"\mlefl~~ "'....~"'~-...._''''".,,.-.~--''".'''''*'',,.,-\"'''-..-'_.''".......~,-.,.,,,-----~.-..,.''''.....-"'"""".,.'---.--_~........,."..,..--_.__......_'''''''''"-~'''''''---... (1/30/1 CYJS - !l7 1 - ~ F--'''''''''''''''"'l !1tI'l ; '. ,~, ? i ImH l ill Imu. r~j IMGlQ h! ~ ~I 11.1/ I !C__.._J -,~-- _.,,--~.. I 1 II I : =4J r i...., f 0~~ >1& ^ &- V G / P ~ I ~I.J~,~.N~- DOM611CJ ! I \ '~-~J___~______&~ CO ..._-s."ttl'i- ____ A~ ^"'~ LI/...A ~-~_._~ .._~-~ .-----____H_ CITY OF CAPE CANAVERAL Plan Review Report Project Tracking No: Project: Description: Date: Reviewer's initials: Code Section Ji!:. Building Code Check List Items FBC Ch.1 e building permit application completely and correctly filled out and notanzed? Policy e all subcontractor authorizations provided? FBC Ch.1 N Does the contractor have current Worker's Compo coverage? FBC Ch.1 ac ~ Are the contractor's and subcontractor's iicensescurrent? Statute ~~ Is the OwnerlBuilder affidavit signed and notarized? (If not a contractor) Policy ~ the At-Risk acknowledgement form signed & notarized? (For Le, FO & UU permits only) Ordinance /~es this project have Community Appearance Board Approval? (If visible from RO Ordinance ~oes this project have Site Plan approval from the P&Z Board? (Over 3 Res. Units) Ordinance ~ a plot plan provided showing setbacks and drainage? PW policy ~es the plot plan show location of existing sewer? If not, contact PW. Ordinance ~es the building footprint match the approved site/plot plan? Ordinance ~es the footprint meet the setbacks of the zoning district? O.rdina.nce ............ ..............~es.the..Qlol Qlan=sho~~aQQroriate11JjJLewa\llw.ajks'L=.=c...c........ _____ _____ ___ ___ ____________~~='~'_=_=,:'_:_C.='_'_~=_='_ "'-^'''''''''''-'CC,,"'cC,'CC''-_ ___ ,._cc.___,._'-__._'-,_-"'-'-"-'-'----""- ....... .. .. .... "-'-'-'" .......... --..... .. ......... --c...... ..... Ordinance ,..)t es this project have Fire Department Approval for Building Plan review? Ordinance ::r-c.....,~t\~.....[)oes this project have Fire Department Approval for Fire Alarm Plan review? Ordinance ~ I~ ~this project have Fire Department Approval for Fire Sprinkler Plan review? Policy tJ :ere a threshold inspector's methodology plan? (If over 3 floors) FBC Ch. 1 ~ the plans sealed by a registered Florida engineer? (All structural work) Policy · e the Structural Computations been provided? (If over 3 floors) Policy "f. there a complete set of sealed shoring and re-shoring plans? (If over 3 floors) Policy ~ ~there a soils investigation report? Does it show need for any treatment? DEP ~~EP permit required? (one acre or more) SJRWMD s a SJRWMD permit required? FL D.O.T.lOrdinance~lsaFLDept. of Transportation permit required? (on A1A) Brev. County/Ordinance^,*s a Brevard County Roadway permit required? (on N. Atlantic Ave.) Ordinance lIif~es thisj>roject have approved Concurrency? p:-f_J...;.~.~""j ? Ordinance ree survey required for any landclearing. FBC Ch. 13 ~ the energy forms provided for each type of unit? Policy ~ Is this the result of Code Enforcement Action? Check w/ Code Enforcement 0 . FBC 104.2 ~ngs and Specifications. Clear, sufficient detail, design professiona attest to 1 FBC 104.2.4 ~e Drawings must show ~e location of each proposed and existing ~ctur . FBC 301.2 Classify the Occupancy. , Occupancy Classification is Group: i FBC 308 Does this occupancy propose to store hazardous materials? No FBC 401.2. Is this a special occupancy? See additional design criteria and supplemental checkl FBC T.500 and Zoning ~Iding Height and Area. ~ FBC 601 ~ssify the Type of Construction and verify on the permit application. Type' FBC 609 Zhe Partitions constructed property for the type of construction? FBC T600 umber of hours of required fire resistance and opening protection required. G:/Bldg. Dept. F ormslPlanReviewChecklist.xls FBC 701 T600 -Fire Resistance - Tests (FM, GA, SBCCI PST & ESI, UL) FSC 704.1 ,Seperation Requirements by Occupancy. Required seperation is: hrs. FBC 704.1.2 ,rSeperation Exceptions for Accessory Occupancies. FBC 704.2.1 ~terior Wall and Partition Wall Fire Seperation Requirements FBC 704.3 -=fen ant Seperation - min. 1 hour. FBC 705.1.1 _Opening Protection For Exterior Walls (Does not apply to SFR's, Condos and Townl FBC T705.1.2 1'I7Iinimum Fire Resistance of Walls & Partitions FBC 7052.2 T705.1.2 "SHAFT ENCLOSURES, STAIRS, & EXITS FBC 705.2.2 ,.Elevator Shaft Enclosures FBC 705.2.3 ~aft Enclosures Construction FBC 705.2.4.2 "Refuse and Laundry Chute Enclosures FBC 705.2.4.3 "Refuse and Laundry Chute Access Rooms (not allowed in exit access corridors) FBC 705.2.4.4 ~ermination Room - for Refuse and Laundry Chutes FBC 705.4 ~rotection of Penetrations FBC 708 /THERMAL INSULATING MATERIALS FBC 803 )}HERIOR FINISH REQUIREMENTS FBC 903.2 ,,6PRINKLER STANDARD NFPA 13 FBC 904.2 ~TANDPIPES WHERE REQUIRED FBC 905 ,FIRE ALARMS FBC 905.2 -GROUP R - AUTOMATIC SMOKE (FIRE) DETECTION FBC 1001 ~ENERAL EGRESS REQUIREMENTS FBC 1003.2.3 .-cLEAR OPENING AT DOORS MEASURED @ 90 DEG FBC 1003.2.5 ..HEADROOM 7'6" WITH PROJECTIONS 6'8" AFF FBC 1003.3.1 "EXIT CAPACITY> OCCUPANT CONTENT FBC 1004.1.1 ~VEL DISTANCE FBC100413 ....... ...... ...... TC(')MM()NPATHOFTRAVEt."OCCUPEXEC FBC T1004 ATAIR WIDTH FBC T1004 ~ORRIDOR WIDTH FBC 1004.1.4 1XITS SEP 1/2 OF THE DIAG OR 1/3 WITH 13 SPR SYS CDr -InnA ") ~ ,v~IN1MUM NU~v"IBER OF EXITS I LI'-' iVV'T.&.. FBC 1006.1 ~NCLOSED STAIRS FBC 1007.1.1 1T AIR NONCOMBUSTIBLE/COMBUSTIBLE FBC 1007.1.2 ~OLlD RISERS FBC 1007.3.3 READ AND RISER TOLERANCE FBC 1007.4 J)-ANDINGS FBC 1007.5 ~ANDRAILS FBC 1007.7 lEADROOM CLEARANCE FOR STAIRS FBC 1008 ~CESS TO ROOF FBC 1010.1 XIT DISCHARGE - GENERAL FBC 1012 EXIT DOOR, WIDTH & DIRECTION & SURFACE FBC 1012.1.3 ~VEL FLOOR ON BOTH SIDES OF DOORS FBC 1014 ~LCONIES, PORCHES, AND GALLERIES FBC 1015 ~UARDRAILS FBC 1016 ~RESS ILLUMINATION & SIGNS FBC 11-4.1.2 Z?CESSIBLE SITE AND EXTERIOR FACILITIES: NEW FBC 11-4.1.2#5 ~RKING SPACES NUMBER AND VAN ACCESSIBLE FBC 11-4.1.3 CESSIBLE BUILDINGS: NEW CONSTRUCTION FBC 11-4.1.3#5 EVATORS REQUIRED FBC 11-4.3 CCESSIBLE ROUTE FBC 11-4.5 ~ROUND AND FLOOR SURFACES FBC 11-4.10 ELEVATORS G :/Bldg. Dept. FormsIPlanReviewChecklist.xls FBC 11-4.13 "",DOORS FBC 11-4.16 /WATER CLOSETS FBC 11-4.19 /LA VA TORIES AND MIRRORS FBC 11-4.23 /SA THROOMS, BATHING AND SHOWER ROOMS FBC 11-4.26 /HANDRAILS, GRAB BARS, TUB AND SHOWER SEATS FBC 11-4.6 "'PARKING AND PASSENGER LOADING ZONES FBC 1203 ,.... LIGHT AND VENTILATION FBC 1204 ".cAN IT A TION FBC 13-103 CODE COMPLIANCE AND PERMITTING FBC 1403 .)IENEERED WALLS FBC 1404 ~RCHITECTURAL TRIM, BALCONIES, BAY WINDOWS FBC 1405 ~IREMAN'S ACCESS PANELS FBC 1511.7 ~OOFTOP MECHANICAL UNIT SUPPORT STANDS FBC 1503 """WEA THER PROTECTION FBC 1504 'PERFORMANCE REQUIREMENTS FBC 1505 'FIRE CLASSIFICATION FBC 1601 -STRUCTURAL SCOPE FBC 1601.4 "L>ESIGN LOADS INDICA TED ON PLANS FBC 1603 "L)EAD LOADS FBC 1604.1 T.1604.1 '1JNIFORM FLOOR LIVE LOADS (T.1604.1) FBC 1604.6 -ROOF LIVE LOADS FBG 1606.1 /WIND IN ANY DIRECTION FBC 1606.1.1 --W'ND LOADS PER ASCE 7- 98 OR EXCEPTIONS FBC 1606.1.4 ~OPENING PROTECTED FROM WINDBORNE DEBRIS FBC 1606.2 ......BUILDINGS 60 FT HIGH OR LESS "".,"",," "",c=FBC 160622=""""" ,","=,= ~J1ND PRESStJRES ==c====,="==,"====,'''cc''='''''==cc==c.===''",'''''=cc="c=cc======'==cc==="',""==,=== if FBC T.1606 .)JSEFACTOR FBC 1606.2.4 /MAIN WIND FORCE RESISTIVE SYSTEM FBC 1606.2.5 /COMPONENTS AND CLADDINGS FBe 1606.3 ,rROOF SYSTEMS FBC 1608.2 .rRAILlNGS FBC 1609 ,)::CAD COMBINATIONS FBC 3107 ,/HABITABLE STR SEAWARD OF COASTAL CONST LINE FBC 1804.2 /SOILS I NVESTIGA TION FBC 1804.2.2 AOIL REPORT AND RECOMMENDATION FBG 1804.2.3 ~ATURAL SOLID GROUND OR PilES FBC 1805 /PILES FBC 1805.10 ~ILE CAPS FBC 1805.12 INSPECTOR SPECIFIED FBC 1805.6 -STABILITY FBC 1805.8 .-sPACING FBG 1806 .-AlLOWABLE PILE LOADS FBC 1806.7 ...kJPLlFT CAPACITY FBC 1806.8 .,A5EARING CAPACITY FBC 1809 ..eAST IN PLACE CONCRETE PILES FBC 1901 /CONCRETE DESIGN STANDARDS FBC 1903 .!CONCRETE MATERIALS FBC 1904.5 .rCORROSION PROTECTION FOR REINFORCED CONCRETE FBC 2101.2 ,..MASONRY CONSTRUCTION DOCUMENTS FBC 2103 ~ASONRY DESIGN STANDARDS FBC 2104 ~ASONRY MATERIALS G:/Bldg. Dept. FormsIPlanReviewChecklist.xls FBC 2203.1 ~TEEL DESIGN STANDARDS FBC 2405 ~ZING - IMPACT, WIND, AND OTHER LOADS FBC 2603.6 ."f'OAM PLASTIC IN THE EXT WALLS OF MULTI STORY BLDGS FBC 3003 3003.6 .,- ELEVATOR REQUIREMENTS FBC 1007.3.1 ......,READ 11 IN (MIN) & RISERS 7 IN (MAX) FBC 1026.3 ~RS FBC 1026.7 .......eOMMON PATH OF TRAVEL FBC 411.2 t3UTOMOBILE PARKING GARAGES FBC 411.4 .. ENCLOSED PARKING GARAGES FBC T.411.3.1 HEIGHT AND AREA OPEN PARKING GARAGES Mechanical FMC 301.4 ""'t.ISTED & LABELED FMC 301.10 ,.FUEL TYPES FMC 301.13 )lVIND RESISTANCE FMC 306.1 ..ACCESS AND SERVICE SPACE NEC 210-63 ~VAC SERViCE RECEPTACLES NEC 210-70 ~VAC SERVICE LIGHTING FMC 307.2.1 _' CONDENSATE DISPOSAL FMC 307.2.3 ,-AUXIUARY AND SECONDARY DRAIN SYSTEMS FMC 401.5 ~PENING LOCATION FMC 403.3 ..4IENTILATION RATE FMC 501.2 ~NDEPENDENT SYSTEM REQUIRED FMC 501.3 .:-t)UTDOOR DISCHARGE FMC 504.1 ,.-cLOTHES DRYER EXHAUST FMC 504.6 _MAXIMUM LENGTH 'C:~""''''''''''''':::''''''''-'-~I'\}Ii~m~, i~x -- ------ ----------- --- -"",c"""",ccmI\J, 'iKll.l'J::Tallli:nrli ':T~:::'-:::"=::::'-'-"=C:::C:"'::: FMC 603.5 /LEXIBLE AIR DUCTS AND CONNECTORS FMC 604.1 ".,JNSULA TION Plumbing FPC 303 YLUMBING MATERIALS FPC 312 ,.JESTS AND INSPECTIONS FPC 403.2 ~EPARATE FACILITIES FOR MEN AND WOMEN FPC 403.6 ?UBLlC FACILITIES FPC 403.8 /ACILlTIES FOR POOLS FPC 405 INST ALLA TION OF FIXTURES FPC 409 DISHWASHING MACHINES (INDIRECT CONNECTION REQ) FPC 417.4 ,r SHOWER COMPARTMENTS FPC 420.2 WATER CLOSETS ELONGATED PUBLIC FPC 424.4 SHOWER TEMPERATURE VALVES FPC 504.6 P & T VALVE OUTLET WASTE FPC 504.7 /WATER HEATER PAN REQUIRED FPC 603.1 /MINIMUM DIAMETER WATER SERVICE FPC 603.2 8EPARA TION OF SERVICE & BUILDING SEWER FPC 605 --MATERIALS, JOINTS AND CONNECTIONS FPC 607 HOT WATER SUPPLY SYSTEM FPC 610 DISINFECTION OF POTABLE WATER SYSTEMS FPC 708 CLEANOUTS FPC 710 ~RAINAGE SYSTEM SIZING FPC 712 /"SUMPS AND EJECTORS FPC 901.2 VENTS TRAP SEAL PROTECTION REQUIRED FPC 905 .....-vENT CONNECTIONS G:/BIdg. Dept. Forms/PlanReviewChecklisl:.xls FPC 916 <-VENT PIPE SIZING FPC 1002 ~ARAP SEAL PROTECTION /' FPC 1101 /~~STORM DRAINAGE GENERAL FPC 1102 /STORM DRAINAGE MATERIALS FPC 1106 ~IZE OF CONDUCTORS LEADERS AND DRAINS FPC 1107 ~ERGENCY ROOF DRAiNS NEC 2002 Electrical Ordinance .-underground electrical service required for all new construction -Service panel load rating as per code. /' I;anel bonded to neutral/ground. ,_~f'anel not allowed in bathrooms or closets. Sub-panel requires equipment grounding conductor. 250-57 & 250-58 384.2 Sub-panel requires separate neutral and grounding bar. 230-24b _. /" proper grounding electrode. 230-28 Grounding conductor proper size. 230.7 230-24 Disconnect required outside of building. 300 ~:::'".-Clearance required in front of panels. 220-40 ----Commercial buildings only: Breakers must be identified. 410.8 250-72a & 384-3c~.greakerexceeds limit on equipment. 210-52e & 410-57 ",Weather proof GFCi required at front & rear. 370-72 _.~eceptacle within 50' of mechanical equipment. ,-/Wire sizing correct. _-Ught required at attic stairs. r--Exposed wire below 8'. ,,_Dryer wire 10-3 with ground. ~ /~ange wire 6-3 with ground. ~''''unction boxes accessible. .~Smoke detectors in correct locations. Smoke detectors interconnected. ,..-. r'=Receptacle spacing per code. Y"GFCI protection. r./"i)edicated 20 amp bath circuit required. ~Two small appliance circuits required in kitchen. /...AII kitchen counter top receptacles must be GFCI. Appliance circuit only-countertops, Pantry, Dining. ,-- 210-52b Outdoor receptacles not allowed on kitchen GFCI circuit. All outdoor receptacles must be GFCI protected. Light fixtures required outside exit doors. G :/Bldg, Dept. Forms/PlanReviewChecklist.xls City of Cape Canaveral PLAN REVIE\V CORRECTION SHEET Date of Review: March 15,2005 Applicant Name: Welbro I Tom Poley Project Name: Construct 150 Room Hotel Phone Number: (407) 475-0800 Project LAS.ddress: 8959 Astronaut Blvd Fax: (407) 475-0801 The following items were noted on your submittal as areas requiring correction and/or clarification. Please address each comment by its corresponding number. You may fax replies to (321) 868-1247. If you have any questions about this plan review please call (321) 868-1222 and ask to speak with the plans examiner. The plans and specifications submitted have been reviewed by a Private Provider Firm in accordance with ES. 553.791 and official notice has been received. This review is an "ordinance" review which encompasses local laws and requirements of policy. All technical items have been approved by the Private Provider. Please provide: )(1". Current Private Provider Plan Review Affidavit bearing architect's or engineer's signature, seal and date. ~. Copy of Current Private Provider's license as issued by the State of Florida. ,3. Authorization from plumbing contractor authorizing Tom Poley to sign for and accept permits for this project. ~. Authorization from mechanical contractor authorizing Tom Poley to sign for and accept permits for this project. )(so Authorization from electrical contractor authorizing Tom Poley to sign for and accept permits for this project. 6. Threshold Inspector's Methodology Plan which removes the usage of the word "should" and replaces with the word "shaH". "Q.. Current copy of the Threshold Inspector's Special Inspector License. 8. Fire Sprinkler permit application, including contractor license and insurance information. \9. Fire Alarm permit application, including contractor license and insurance information. 10. Complete Roadways Concurrency. ~ 1. Copy ofF.D.O.T. permit. '. \12. Structural computations. 'l3. Energy Forms. \14. Clarification regarding structural designation as partially o~.fu!!y enclosed; ~"""~'".r"..".~.~.,".,.,.,...............__,'.....>". \ 15. Clarification regarding opening protection for all glazed areas. Spec book cans for MID P A 201, 202, 203 designation for windows. No such specification is indicated for storefront glazing. If 105 Polk Avenue .. Post Office Box 326 .. Cape Canaveral, FL 32920-0326 Telephone: (321) 868-1222 .. SUNCOM: 982-1222 .. FAX: (321) 868-1247 www.myflorida.com/cape .. email: ccapecanaveral@cfl.rr.com tempered glazing has been tested and meets the requirements of ASTM E 1996, please provide information. Informational Notes: Threshold Inspector's reports shall be provided to the Building Official as detailed in the Florida Statutes on an as-inspected basis. A facsimile is acceptable, provided that the hard copy is mailed soon thereafter. Prior to e.O., an affidavit will be required from the Special Inspector, Engineer's of Record and the Site Engineer. The City of Cape Canaveral Fire Department is required to sign-off the Building Plans prior to permit issuance. It is our understanding that there are issues remaining. Please coordinate aU responses through the Building Dept. We were unable to locate the structural engineer's attest statement regarding compliance with FBC 1606 ASCE 7-98. Please clarify. Shop drawings shall be provided to the building department one week (min.) prior to the inspection. 105 Polk Ave. Cape Canaveral, FL 32920 (321) 868-1222 (321) 868-1247 (fax) Fax To: Welbro / Tom Poley From: Todd Morley, Building Official Fax: (407) 475-0801 Pages: 3 incl. cover Phone: (407) 475-0800 Date: March 15,2005 Re: Ordinance Plan review - Residence Inn cc: o Urgent o For Review o Please Comment o Please Reply o Please Recycle Please find attached the Building Department's Ordinance review of plans submitted. Please contact me if I can ofthe Todd Morley Building Official City of Cape naveral 105 Polk Ave ~"_ Cape Canaveral ,Ft~'329-2& Phone 321-868-1222 www.myfJorida.com/cape E-mail: morley-cape@cfI.rr.com Fax 321-868-1247 March 16, 2005 Mr Todd Moriey City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FI 32920 USA Phone: (321) 868-1222 Fax: (321) 868-1247 Project [0805011] Residence Inn Cape Canaveral Subject Dear Mr Morley: Upon review of the Plan Review Correction Sheet for the Residence Inn project, we have summarized the items referenced and have attached several responses from the Design Team. Item Description Status 1 Current Private Provider.... Updated certificate provided. 2 Copy of Private Provider license.. Copy of license provided. 3 Authorization from Plumbing Authorization form submitted. contractor.. . .. Contractor.... 5 Authorization from electrical Authorization form submitted. contractor.. . c: Threshold Inspectors tv1ethodology Revised pian re-submitted. v plan revised... 7 Current copy of Threshold Attachment No 1 Inspector's Special Inspectors License. 8 Fire Sprinklers permit application... Revised application faxed, original to be delivered via overnite courier. 9 Fire Alarm permit application.. Application submitted 10 Roadway Concurrency... DOT permit issued and forwarded to Public Works and their consultant for review and issue of Concurrency letter. 11 Copy of DOT permit Copy of DOT letter of intent to issue permit provided. 12 Structural computations A set of calculations has been sent to you direct via overnite courier. 13 Energy Forms Attachment No 2 14 Clarification on structural Refer to attached letter item No 3. designation and window clarification In addition we have addressed the items Tim Reaves noted in his review, they are as follows: Item Description Status 1 Metal Stair to attic... Refer to attached letter item No 2 2 Size of attic hatch Refer to attached letter item No 1 3 Balcony rail height and spacing of rail. Refer to attached letter item No 6 4 Drain for Pump Room Refer to attached letter item No 4 5 Linen Chute metal gauge Refer to attached letter item No 5 6 Linen chute discharge room rating Refer to attached letter item No 7 (7 Kitchen hood.. Shop drawings to be forwarded prior to inspection I Upon review of the attached items should you have any questions that would preclude you from issuing the permit then please give me a call. Your assistance in review and processing of our application has been greatly appreciated. -'-- No. WELBRO Building Corporation 2301 Maitland Center Parkway, Suite 250 Maitland, FL 32751 Phone: (407) 475-0800 Fax: (407) 475-0801 r b(Uf'1 F-PX ~n :321 868 1247 fla,. 15 2005 05: 09Pll P2 City of Cape Canaveral PLAN REVIEW CORRECTION SHEET Date of Review; 'MarclrJ5,' 2005 Applicant Name: :;W~lb<<) I Tom Poley. , . COIlStrUct 'lS((RoOm Hotel '. .' Project Name: Phone Nwnber. ;~(4(}7)475~869 . ," , ,., .... "., "(' . , ':: ....;. "::i<~'" .,' ).. :.' -.:. .... ..' . Project Address; , ' . Fax: (407)4752080'1-." .8959A.'itT611mit:Blvd_ ,".. .. " . .... ,. The following iierl1."1 we<<: noted 011 your submittal as areas requiring correctiOD and/or clarification. PletlSe addrL-ss each comment by its corresponding nwnbcr. You may f.ax replies to (321) 868-1247. If you have any questio.n:> about this plim review please call (321) 868-1212 and ask to. speak with the plans CXlllll1nex. rlf~tl'{;:i;&he plans and specifications S1J~mitted have b~n reviewed by a ~rivate Provider Firm in a~yordance with :~;~~iiF$. 553.791 anq.2fficial notice has be<.'1!1 received. This_Ieyi.e:w: is an "ordinance" revi~w which vJ0~in'enc<>mpasses local laws and requirements of policy. All technical it~ms have been approved b~ \''1;::. Private Provider. ~_~,~!f~:~ i0~FPlease provide: ~r" 1. Current Private Provider Plan Review Affidavit bearing architect's or engineer's signature, seal and date. 2. Copy of Current Private Prov;der's license as issued by the SWe of Florida. 3. Authorization from plumbing contractor authorizing Tom Poley to sign for and accept pennits for this project. 4. Authorization from mechanical contractor authorizing Tom Poley to sign for and accept permits for this project. 5, Author.LZa1ion :from dectricai contractor authorizing Tom Poley to sign for and accept permits for this project. 6. Threshold Inspector's Methodology Plan which removes the usage of the word "should" and replaces with the word "shall". 7. Current copy of the Threshold Inspector's Special Inspector License. 8. Fire Sprinkler pennit application, including contractor license and insurance information. 9. Fire Alarm permit application. including contractor license and insurance information. 10. Complete Roadways Concurrency. 11. Copy ofl'.D.O.T. permit. 12. Structurn1 computations. 13. Energy Forms. 14. Clarification regarding structural designation as partially or fully enclosed. 15. Clarification regarding opening protection for all glazed areas_ Spec book calls for MID P A 20 I > 202, 203 designation for windows. No such specification is indicated for storefront glazing. If 105 Polk Avenue · PO$[ Office Box 326 · Cape Canaveral, FL 32920-0326 Telephone: (321) 868-1222 . SUNCOM: 982.1222 · FAX: (321) 868-1247 www.myflorida.com/cape . em:l.il: ccapeClnaveral@dlrt.com r,",UI'1 - '-- 1 I I ur '--Hot:: l-HNHVl:::r<HL FAX NO. :321 868 1247 !'lar. 15 2005 0S: 09Pt1 P3 tempered glazing has been tested and meets the requirements of ASTM E 1996, please provide information, Informational Notes: Threshold Inspector's reports shaH be provided to the Building Official as detailed in the Florida Statutes on an as-inspected basis. A facsimile is acceptable, provided that the hard copy is mailed soon thereafter. Prior to CO., an affidavit will be required from the Special Inspector, Engineer's of Record and the Site . ,Engineer. 'The City of Cape Canaveral Fire Department is required to sign-off the Building Plans prior to permit issuance. It is our understanding that there are issues remaining. Please coordinate all responses through the Building Dept. 'We were unable to locate the structural engineer's attest statement regarding compliance with FBe 1606 ASCE 7-98. Please clarify. Shop drawings shaH be provided to the building department one week (min.) prior to the inspection. Plan Review Fee To: Todd Morley, Building Official From: Tim Reaves, Fire Inspector Re: Residence Inn Construction Plan Review Date: March 16, 2005 ''-.:':r ,_>':'" ""'" _." "';""_';:"",:;;<>..,:',Co' '-'>;':;:<:_<'--~'- ";-"V:<'::-" ". c _ -, ",._ ,_. . ..~',_' _,.,. c__'" '-",_',',_";-'''_''. :0_;.:: --,~?;:,:-:,~,,~ ;:~;:2"-"";:' I have revi ~\^I~d16eR!a~s ~HcJ h ~vecfCfd ifibrialciori1rh.~~t~"':Jr~eFff~i~tpa rtment has no objeftiontothe is~W~mE?!.~t.l~.~iR~u'4Bit;tg.8~E1yer thesetomrl'l~nts must be addressedJ?.rior to the firsfipspeCtio'ri. .... CO'" ":.,"'" .-1. Met~lstairs to'attidflcce~~~~t9pm~~t g~i~t;'>,~f~~~ Ladder". fd'~ovide shop dra~ingsQ~for~Jabriq~ti9~:;;-'/ ..:.;;;;~.n. .,' ....\... 2. Pro'lipe 22" x 4~"attic' ~crcess hatskL .................) .\5\.;.~ ,.$. She~t AS03 seftipn.3 planss~ovv~.~:'..9Cllo.ony;l~i1f.~g Cln~ seotign 4 shows a 42't.balcony railing, please clarify. " .., ...... "n 4mpro~~mr3ufng.~P9cio.1iroHtng~.mtj5fe:.OII;~~~~iiflFBC?PO I 11th2003 revi~ipns1 b15~3 Op~[1ipgs.~h~~tAS-b3~ec. 4 sQpws3 ~ o~rning <between ?ottom rail aDd,pE;cku:;;':.:iJ.\.Joc.;:: . ProVi~::loor di~;~!P:t~~f[,~p~~p;Jl)~~i1Q~~;;;:5; on fire {tglp room L ~~n:C:~~~te mus{~p~i&\V(m NF~A 82.TH~ s~eb~catiory;s~ction 14560 2.02 A. Chute secti?n~:1~9$.yg.~.<9JHfJ1in!,~~~,stee.l,NFP,i\82 5.2.2.7.3 The steelsl)allnoLbe lighter'tfiari '16 V.S: gaug~. ,j Linen ChuteQischarge Rooms must comply with NFPA 82 5.2.7. Sheet A205 Sec. 3 and Sec. 4. S. The kitchen hood system will require separate plans, engineering, and permit. Please provide as soon as possible. Plan Review Fee - 124,S66 s.f. x .025 per s.t. = $3,121.65 . ~- ~ " i ,. ,,- ~ Station #1 190 JACKSON AVENUE. CAPE CANAVEHAL, FLOHIDA 32920 . (321) 783-4777 . FAX: (321) 783-5398 Station #2 R970 COLUl'vIBIA HOAD .. CAPE CANAVEEAL, FLORIDA 32920 e (321) 783-4424 . FAX: (321) 783-4887